HomeMy WebLinkAboutAPPROVED PLANS - 21-00002 - BYUI Hart Building - Phase 3 RemodelAuthor Name Author Email Author Phone No.:
Bret Stoddard brets@rexburg.org 208-372-2171
Ted Dye tedd@rexburg.org 208-372-2172
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : BYUI Hart Building - Phase 3 Remodel
Address : 285 S 1st W
Record Type : Commercial - Remodel
Document Filename : 201217 Hart Phase 3 Dwgs Permit set.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 21-00002
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
AE112B - LEVEL 2
REFLECTED
CEILING PLAN
Free text Cody Jones : Building Open 32 Suspended ceiling to be installed to manufacture's
specifications.
AE401 - STAIR
PLAN, SECTIONS
& DETAILS
Free text Cody Jones : Building Open 39 All stairs treads to be 11" min.
All stair riser height min 4" max 7"
AE501 - DETAILS Free text Cody Jones : Building Open 46 All handrail to be compliant with Sec 1014
Commercial - Remodel
Approval of plans does not constitute approval of variance from code
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VICINITY MAP
DRAWING INDEX
SITE 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
RCP REFLECTED CEILING PLAN
DEMO DEMOLITION
EXTG. EXISTING
EQUIP. EQUIPMENT
RMS ROOMS
MEP MECHANICAL, ELECTRICAL &
PLUMBING
STRU. STRUCTURAL
HT. HEIGHT
WD. WIDTH
FIN. FINISH
CLG. CEILING
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
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
FFKR ARCHITECTS
730 PACIFIC AVE.
SALT LAKE CITY, UT 84104
801-512-6186
TBSE INC
233 N 1250 W #201
CENTERVILLE, UT 84014
801-298-8795
HEATH ENGINEERING
377 W 800 N,
SALT LAKE CITY, UT 84103
801-322-0487
PAYNE ENGINEERING
1823 E CENTER ST.
POCATELLO, ID 83201
208-232-4439
STRUCTUAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
JOHN W. HART BUILDING PHASE 3 REMODEL
CONSTRUCTION DOCUMENTS - PERMIT SET
11/23/2020
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PROJECT TEAM
SHEET NO.SHEET NAME
GENERAL INFORMATION
G000 COVER
G001 LEVEL 1 (71'-0") LIFE SAVETY PLAN AND CODE ANALYSIS
G002 LEVEL 2 (91'-0") LIFE SAFETY PLAN
G003 LEVEL 3 LIFE SAFETY PLAN
G004 MAIN GYM SEATING - SMALL USE
G005 MAIN GYM SEATING CAPACITY - MID USE
G006 MAIN GYM SEATING CAPACITY - MAX USE
G006A MAIN GYM SEATING CAPACITY - MAX USE (BASKETBALL EVENT)
ARCHITECTURAL
AD101 OVERALL LEVEL 1 (71'-0") DEMO PLAN
AD101A LEVEL 1 (71'-0") AREA DEMO PLANS
AD102 OVERALL LEVEL 2 (91'-0") DEMO PLAN
AD102A LEVEL 2 (91'-0") AREA DEMO PLANS
AD111 OVERALL LEVEL 1 (71'-0") DEMO REFLECTED CEILING PLAN
AD111A LEVEL 1 AREA DEMO REFLECTED CEILING PLAN
AD112 OVERALL LEVEL 2 (91'-0") DEMO REFLECTED CEILING PLAN
AD112A LEVEL 2 (91'-0") AREA DEMO REFLECTED CEILING PLANS
AD112B LEVEL 2 (91'-0") MAIN GYM DEMO REFLECTED CEILING PLAN
AD410 LEVEL 1 (71'-0") DEMO PLANS - ALTERNATE
AE100 LEVEL 1 (71'-0") & LEVEL 2 (91'-0") SLAB PLANS
AE101 OVERALL LEVEL 1 (71'-0") FLOOR PLAN
AE101A LEVEL 1 (71'-0") AREA PLANS
AE102 OVERALL LEVEL 2 (91'-0") FLOOR PLAN
AE102A LEVEL 2 (91'-0") AREA PLANS
AE102B LEVEL 2 (91'-0") AREA PLAN
AE103 EXISTING CATWALK FLOOR PLAN
AE104 OVERALL ROOF PLAN
AE104A ROOF AREA PLAN
AE111 OVERALL LEVEL 1 REFLECTED CEILING PLAN
AE111A LEVEL 1 (71'-0") AREA REFLECTED CEILING PLANS
AE112 OVERALL LEVEL 2 (91'-0") REFLECTED CEILING PLAN
AE112A LEVEL 2 (91'-0") REFLECTED CEILING PLANS
AE112B LEVEL 2 REFLECTED CEILING PLAN
AE300 BUILDING SECTION
AE301 BUILDING SECTION
AE302 BUILDING SECTION
AE310 WALL SECTIONS
AE311 WALL SECTIONS
AE400 RESTROOM & SHOWER ROOM FLOOR PLANS
AE401 STAIR PLAN, SECTIONS & DETAILS
AE402 STAIR PLAN, SECTIONS & DETAILS
AE410 CUSTODIAN ROOM 176 (ALTERNATE 1)
AE411 EQUIPMENT ROOM (ALTERNATE 2)
AE413 STEAM ROOM PLAN & ELEVATION (ALTERNATE 3)
AE414 STEAM ROOM PLAN, SECTION & DETAILS (ALTERNATE 3)
AE500 DETAILS
AE501 DETAILS
AE502 DETAILS
AE503 DETAILS
AE504 ROOF DETAILS
AE505 FLOOR TRANSITION DETAILS
AE600 DOOR, WINDOW SCHEDULE & DETAILS
AE610 WALL, CEILING, FLOOR TYPES & FINISH LEGEND
AE700 INTERIOR ELEVATION
AE701 INTERIOR ELEVATION
AE702 INTERIOR ELEVATION
AE703 INTERIOR ELEVATION
AE704 INTERIOR ELEVATION
AE705 INTERIOR ELEVATION
AE706 INTERIOR ELEVATION
AF100 LEVEL 1 & 2 FINISH PLANS
AF101 ENLARGED FINISH PLANS
STRUCTURAL DRAWINGS
SE-001 GENERAL NOTES
SE-002 INSPECTIONS
SE-003 INSPECTIONS
SE-004 SCHEDULES
SE-006 3D RENDERING
SE-111 STAGE FRAMING PLAN
SE-121 LOW ROOF FRAMING PLAN
SE-122 CURTAIN SUPPORTS
SE-201 ENLARGED FRAMNING PLANS
SE-511 FRAMING DETAILS
MECHANICAL DRAWINGS
M-001 MECHANICAL SCHEDULES
M-002 MECHANICAL SCHEDULES
MD101 LEVEL 1 OVERALL MECHANICAL DEMOLITION PLAN
MD101.1 LEVEL 1 MECHANICAL DEMOLITION PLAN
MD102 LEVEL 2 OVERALL MECHANICAL DEMOLITION PLAN
MD102.1 LEVEL 2 AREA 2G MECHANICAL DEMOLITION PLAN
MD102.2. LEVEL 2 AREA 2A MECHANICAL DEMOLITION PLAN
MD102.3 LEVEL 2 AREA 2B MECHANICAL DEMOLITION PLAN
MH101 LEVEL 1 OVERALL MECHANICAL REMODEL PLAN
MH101.1 LEVEL 1 AREA 1G MECHANICAL REMODEL PLAN
MH101.3 LEVEL 1 MECHANICAL PLANS
MH101.4 MAIN LEVEL MECHANICAL PLANS
MH101.5 MECHANICAL REMODEL PLANS-ADD. ALTERNATES
MH102 LEVEL 2 OVERALL MECHANICAL REMODEL PLAN
MH102.1 LEVEL 2 AREA 2G MECHANICAL REMODEL PLAN
MH102.3 LEVEL 2 AREA 2B MECHANICAL REMODEL PLAN
MH102.4 LEVEL 2 AREA 2C MECHANICAL PLANS
MH301 MECHANICAL SECTIONS
MH501 MECHANICAL DETAILS
MH502 MECHANICAL DETAILS
MP501 MECHANICAL PIPING DETAILS
MP601 CHILLED WATER FLOW DIAGRAM
MP602 HEATING WATER FLOW DIAGRAM
MI601 MECHANICAL CONTROL DIAGRAM
MI602 MECHANICAL CONTROL DIAGRAM
MI603 MECHANICAL CONTROL DIAGRAM
PLUMBING DRAWINGS
P-001 PLUMBING SCHEDULES
PD101 LEVEL 1 OVERALL PLUMBING DEMOLITION PLAN
PD102 LEVEL 2 OVERALL PLUMBING DEMO PLAN
PD401 ENLARGED PLUMBING DEMOLITION PLANS
PD402 ENLARGED PLUMBING DEMOLITION PLANS
PD403 ENLARGED PLUMBING DEMOLITION PLANS
PL101 LEVEL 1 OVERALL PLUMBING REMODEL PLAN
PL102 LEVEL 2 OVERALL PLUMBING REMODEL PLAN
PL401 ENLARGED PLUMBING REMODEL PLANS
PL402 ENLARGED PLUMBING REMODEL PLANS
PL403 ENLARGED PLUMBING REMODEL PLANS
PL404 ENLARGED PLUMBING REMODEL PLANS
PL501 PLUMBING DETAILS
PL601 DOMESTIC WATER FLOW DIAGRAM
ELECTRICAL DRAWINGS
EG100 ELECTRICAL SYMBOLS & DETAILS
EG101 FIRST LEVEL OVERALL PLANS
EG102 SECOND LEVEL OVERALL PLANS
EG200 ELECTRICAL DETAILS & SCHEDULES
EG201 ELECTRICAL ELEVATIONS
ED100 LOWER LEVEL EXISTING ELECTRICAL
ED101 UPPER LEVEL EXISTING ELECTRICAL
ED102 MAIN GYM EXISTING ELECTRICAL
EE100 ACTIVITY STORAGE, WELLNESS CENTER & RESTROOMS ELECTRICAL PLAN
EE101 SPINNING ROOM, ACTIVITY STORAGE & NORTH HALL
EE102 MEN'S & WOMEN'S LOCKER ROOMS ELECTRICAL PLANS
EE103 SOUTHEAST & SOUTHWEST EXITS
EE104 MAIN GYM ELECTRICAL PLAN
EE105 HAVC UPGRADE
EE106 BARBIZON DRAWINGS - FOR REFERENCE ONLY
EE107 BARBIZON DRAWINGS - FOR REFERENCE ONLY
FIRE SPRINKLER
FP101 FIRE PROTECTION PLAN LEVEL 1
FP102 FIRE PROTECTION PLAN LEVEL 2
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A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 SLIM-LINE AV SYSTEM CABINET. PROVIDE DUAL-CHANNEL SURFACE WIREMOLD FROM CEILING DOWN TO CABINET FOR POWER, DA TA,AND AV CABLES. WIREMOLD SHALL BE LEGRAND ALA4800 SE RIES.PROVIDE (2) DUPLEX OUTLETS IN CABINET. PROVIDE 1 1/2" CHASE BETWEEN WIREMOLD AND CABINET FOR DATA AND AV CABLES .COORDINATE EXACT PLACEMENT WITH CABINET. PROVIDE A #10 GREEN INSULATED GROUND CONDUCTOR FROM CABINET TO NEAREST ELECTRICAL ROOM GROUND BAR. FIELD VERIFY FI NAL LOCATION PRIOR TO ROUGH-IN. PROVIDE ALL WIREMOLD ACCESSORIES AND COMPONENTS FOR A COMPLETE INSTALLAT ION.2
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AND CONTROLS.5
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ARY 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 MAN UFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPL ETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTME NTS AND PLACE THE SYSTEM IN OPERATING ORDER.B.
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TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHA LL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:·
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ON OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.·
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THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOS ED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGI NEER.C.
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POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYST EM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL L ISTING.FIRE ALARM EXPANSION NOTES:8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
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PROJECT NUMBER P.E. JOB #204811-23-2020
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EE101SPINNINGROOM &ACTIVITY STORAGE &NORTH HALLJOHN W. HART BUILDING PHASE 3 REMODEL REXBURG, ID CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020 20054
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CLASSROOM
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STUDIO / CLRM.
943 SF/20=47 OCC
CLASSROOM
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CLASSROOM
649 SF/20=22.5 OCC
CLASSROOM
495 SF/20=24.5 OCC
PHY. COND. CLRM.
640 SF/20=32 OCC
EXERCISE PHYS. CLRM
1937 SF/20=96.8 OCC
STO,
47 SF/300=0.1 OCC
MECH.
533 SF/300=1.8 OCC
MECH.
179 SF/300=0.6 OCC
ELEC.
264 SF/300=0.9 OCC
STO,
193 SF/300=0.6 OCC
STO,
831 SF/300=2.8 OCC
TELECOM. RM.
151 SF/300=0.5 OCC STO,
75 SF/300=0.3 OCC
STO,
69 SF/300=0.2 OCC
STO,
108 SF/300=0.4 OCC
STO,
428 SF/300=1.4 OCC
EQUIP. STO.
1272 SF/300=4.2 OCC
STO,
32 SF/300=0.1 OCC
ELEV. EQP.
53 SF/300=0.2 OCC
ELEC./MECH.
119 SF/300=0.4 OCC
J/C
33 SF/300=0.1 OCC
ACT. STO.
688 SF/300=2.3 OCC
J/C
195 SF/300=0.7 OCC
LAUNDRY RM.
333 SF/100=3.3 OCC
FITNESS CTR
20927 SF/50=418 OCC
SPINNING RM.
696 SF/50=13.9 OCC
PRACTICE ROOM
831 SF/50=16.2 OCC
RQBL. CT. 1
633 SF/50=12.6 OCC
RQBL. CT. 2
633 SF/50=12.6 OCC RQBL. CT. 3
633 SF/50=12.6 OCC
RQBL. CT. 4
633 SF/50=12.6 OCC RQBL. CT. 5
633 SF/50=12.6 OCC
NEW WELLNESS CTR.
895 SF/100=9 OCC
ELEV. EQP.
33 SF/300=0.1 OCC
WELLNESS CTR
1674 SF/100=16.7 OCC
STO,
85 SF/300=0.3 OCC
STO,
160 SF/300=0.5 OCC
ACT. STO.
639 SF/300=2.1 OCC
MECH.
265 SF/300=0.7 OCC
POOL SERVICE
1159 SF/300=3.8 OCC
STO,
64 SF/300=0.2 OCC
STO,
78 SF/300=0.3 OCC
STO,
2477 SF/300=8.3 OCC
STO,
625 SF/300=2.1 OCC
J/C
311 SF/300=1 OCC
EQUIP. REPAIR
213 SF/300=0.7 OCC
46' to common path of travel
175' to exit stair
1 2 0 ' t o e x i t s t a i r
90' to exit
8 9 ' t o e x i t
1
0
6
'
t
o
e
x
i
t
181' to exit
6 3 ' t o e x i t
145' to exit stair
62' to common path of travel
1 0 0 ' t o e x i t
212 OCC.
42" REQ'D
72" PRVVD
180 OCC.
42" REQ'D
72" PRVVD
212 OCC.
42" REQ'D
72" PRVVD
700 OCC.
140" REQ'D
216" PRVVD
360 OCC.
FROM LEVEL 2
320 OCC.
FROM LEVEL 2
300 OCC.
60" REQ'D
108" PRVVD
51 OCC.
10" REQ'D
72" PRVVD
96 OCC.
19" REQ'D
36" PRVVD
160 OCC.
FROM LEVEL 2
Applicable Codes
Code Year
International Building Code (IBC)2015
International Mechanical Code (IMC)2015
International Fire Code (IFC)2015
International Energy Conservation Code (IECC) 2015
National Electrical Code (NEC)2017
ADA Accessibility Guidelines 2010
International Plumbing Code (IPC)2017
International Building Code (IBC) Analysis
Construction Type I-B Sect. 602
Building Occupancies A-3 Sect. 303.4
Design Building Area (Existing) 170,633 Sf
Allowed Building Area Unlimited Sf Sect. 506.1 Per Equation 5-1
Allowed Building Height (Ft) 180 Ft Sect. 504.3
Allowed Building Height (Stories) 12 Stories Sect. 504.4
Building Square Footage
Level 1 74,030 Sf
Level 2 91,175 Sf
Level 3 5,256 Sf
Fire Resistance Ratings for Building Elements - Hours (Table 601 - Substitution 903.2)
Building Element Tabular Notes Substituted
Primary Structural Frame (See Section 202) 2 A 2
Bearing Walls - Exterior 2 - 2
Bearing Walls - Interior 2 A 2
Nonbearing Walls & Partitions - Exterior See Table 602
Floor Construction (See Section 202) 2 - 2
Roof Construction (See Section 202) 1 B&C 1
Shaft Enclosure Fire Rating 2
Shaft Enclosure Fire Rating - Hours (Section 708.4)
Catwalks 172 Sf
Total 170,633 Sf
Nonbearing Walls & Partitions - Interior 0 - 0
International Existing Building Code (IEBC)2015
Design Building Height (Ft) 56 Ft
Design Building Height (Stories) 3 Stories
Building Occupancy & Construction Type
Occupancy of Building Single Separated Occupancies - Table 508.4
Most Restrictive Occ. A-3 Construction Type 1-B Chapter 6
No. of Occ.
@ Level
No. of Occ. from
Level Above
Total Occ.
Combined
No. of Occ. Exit
at Level (1)
No. of Occ. Exit
to Level Below (2)
Level 1 911 1,040 1,883 1,883 N/A
Occupant Count Analysis
Level 2 4,718 572 5,290 4,250 1040
Level 3 572 0 572 0 572
Total 6,201
Stair Width ( Section 1005.3.1)
No. of Occ. Exit
to Level Below (2)
Factor in
Inches
Required in
Inches
Provided in
Inches
Level 2 1,040 0.3 312 312
Level 1 N/A N/A N/A N/A
Level 3 572 0.3 176 192
Exit Width ( Section 1005.3.2)
No. of Occ. Exit
at Level (1)
Factor in
Inches
Required in
Inches
Provided in
Inches
Level 2 4,250 0.2 850 1,008
Level 1 1,883 0.2 376 612
Level 3 572 N/A N/A N/A
2"
1"
0"
654321
654321
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DATE REVISION
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LEVEL 1
(71'-0") LIFE
SAVETY
PLAN AND
CODE
ANALYSIS
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SCALE: 1/16" = 1'-0"
A1 LEVEL 1 (71'-0") LIFE SAFETY PLAN
OCCUPANCY AREA CALCULATIONS
ROOM OCCUPANCY TYPE AREA LOAD FACTOR OCCUPANTS
LEVEL 2
ACTIVITIES SPACE ASSEMBLY 3708 SF 50 GROSS 74.1
CLOSET ACCESSORY 42 SF 300 GROSS 0.1
DANCE OFFICE BUSINESS 515 SF 100 GROSS 5.2
DANCE STUDIO 1 ASSEMBLY 1707 SF 50 GROSS 34.1
DANCE STUDIO 2 ASSEMBLY 1741 SF 50 GROSS 34.8
DRESSING ASSEMBLY 136 SF 50 GROSS 2.7
ELEC. ACCESSORY 105 SF 300 GROSS 0.4
EQP. ISSUE ACCESSORY 1484 SF 300 GROSS 4.9
EQP. ISSUE ACCESSORY 1171 SF 300 GROSS 3.9
FAC. OFFICE BUSINESS 270 SF 100 GROSS 2.7
FITNESS STUDIO ASSEMBLY 1670 SF 50 GROSS 33.4
GYM-BLEACHER SEATS ASSEMBLY 2291 SF 18 INCH 765
GYM-BLEACHER SEATS ASSEMBLY 2711 SF 18 INCH 777
GYM-BLEACHER SEATS ASSEMBLY 564 SF 18 INCH 164
GYM-BLEACHER SEATS ASSEMBLY 561 SF 18 INCH 163
GYM-FIXED SEATS ASSEMBLY 6181 SF 0 NET 1380
GYM-FLOOR ASSEMBLY 5046 SF 7 NET 720
J/C ACCESSORY 56 SF 300 GROSS 0.2
LAUNDRY RM. BUSINESS 216 SF 100 GROSS 2.2
MECH. ACCESSORY 32 SF 300 GROSS 0.1
MEN'S LOCKER RM. ASSEMBLY 2058 SF 50 GROSS 41
NORTH FOYER ASSEMBLY 1530 SF 15 GROSS 102
OFFICE BUSINESS 205 SF 100 GROSS 2
OFFICE BUSINESS 206 SF 100 GROSS 2
OFFICE BUSINESS 314 SF 100 GROSS 3.1
OFFICE BUSINESS 371 SF 100 GROSS 3.7
OFFICE BUSINESS 744 SF 100 GROSS 7.4
OFFICE BUSINESS 133 SF 100 GROSS 1.3
OFFICE BUSINESS 321 SF 100 GROSS 3.2
OFFICE BUSINESS 150 SF 100 GROSS 1.5
OFFICE BUSINESS 150 SF 100 GROSS 1.5
OFFICE BUSINESS 87 SF 100 GROSS 0.9
STAGE ASSEMBLY 1744 SF 15 NET 129.7
STO. ACCESSORY 214 SF 300 GROSS 0.7
STO. ACCESSORY 710 SF 300 GROSS 2.4
STO. ACCESSORY 234 SF 300 GROSS 1
STO. ACCESSORY 90 SF 300 GROSS 0.3
STO. ACCESSORY 131 SF 300 GROSS 0.4
STO. ACCESSORY 432 SF 300 GROSS 1.7
SWIMMING POOL ASSEMBLY 3210 SF 50 GROSS 64.2
SWIMMING POOL DECK ASSEMBLY 1843 SF 15 GROSS 123
TELECOM. RM. ACCESSORY 79 SF 300 GROSS 0.3
WOMEN'S LOCKER RM. ASSEMBLY 1570 SF 50 GROSS 31.4
WRESTLING ROOM ASSEMBLY 1205 SF 50 GROSS 24.1
LEVEL 3
BDF. ACCESSORY 80 SF 300 GROSS 0.3
BOX SEATS BUSINESS 373 SF 100 GROSS 3.7
DRESSING RM. ASSEMBLY 209 SF 50 GROSS 4.2
DRESSING RM. ASSEMBLY 368 SF 50 GROSS 7.4
M.B. BUSINESS 182 SF 100 GROSS 1.8
MECH. ACCESSORY 9059 SF 300 GROSS 30.2
POOL-BLEACHER SEATS ASSEMBLY 813 SF 18 INCH 230
POOL-BLEACHER SEATS ACCESSORY 557 SF 18 INCH 134
POOL-BLEACHER SEATS ACCESSORY 596 SF 18 INCH 146
SOUND/LIGHT CONTROL BUSINESS 433 SF 100 GROSS 4.3
SPOTLIGHT PLATFORM BUSINESS 68 SF 100 GROSS 0.7
SPOTLIGHT PLATFORM BUSINESS 66 SF 100 GROSS 0.7
STOR. ACCESSORY 2187 SF 300 GROSS 7.3
STOR. ACCESSORY 649 SF 300 GROSS 2.2
TOTAL OCCUPANTS 6201
OCCUPANCY AREA CALCULATIONS
ROOM OCCUPANCY TYPE AREA LOAD FACTOR OCCUPANTS
LEVEL 1
ACT. STO. ACCESSORY 688 SF 300 GROSS 2.3
ACT. STO. ACCESSORY 639 SF 300 GROSS 2.1
CLASSROOM EDUCATIONAL 1564 SF 20 NET 78
CLASSROOM EDUCATIONAL 662 SF 20 NET 33
CLASSROOM EDUCATIONAL 649 SF 20 NET 22.5
CLASSROOM EDUCATIONAL 495 SF 20 NET 24.5
ELEC. ACCESSORY 264 SF 300 GROSS 0.9
ELEC./MECH. ACCESSORY 119 SF 300 GROSS 0.4
ELEV. EQP. ACCESSORY 53 SF 300 GROSS 0.2
ELEV. EQP. ACCESSORY 33 SF 300 GROSS 0.1
EQUIP. REPAIR ACCESSORY 213 SF 300 GROSS 0.7
EQUIP. STO. ACCESSORY 1272 SF 300 GROSS 4.2
EXERCISE PHYS. CLRM EDUCATIONAL 1937 SF 20 NET 96.8
FITNESS CTR ASSEMBLY 20927 SF 50 GROSS 418
J/C ACCESSORY 33 SF 300 GROSS 0.1
J/C ACCESSORY 195 SF 300 GROSS 0.7
J/C ACCESSORY 311 SF 300 GROSS 1
LAUNDRY RM. BUSINESS 333 SF 100 GROSS 3.3
MECH. ACCESSORY 533 SF 300 GROSS 1.8
MECH. ACCESSORY 179 SF 300 GROSS 0.6
MECH. ACCESSORY 265 SF 300 GROSS 0.7
NEW WELLNESS CTR. BUSINESS 895 SF 100 GROSS 9
PHY. COND. CLRM. EDUCATIONAL 640 SF 20 NET 32
POOL SERVICE ACCESSORY 1159 SF 300 GROSS 3.8
PRACTICE ROOM ASSEMBLY 831 SF 50 GROSS 16.2
RQBL. CT. 1 ASSEMBLY 633 SF 50 GROSS 12.6
RQBL. CT. 2 ASSEMBLY 633 SF 50 GROSS 12.6
RQBL. CT. 3 ASSEMBLY 633 SF 50 GROSS 12.6
RQBL. CT. 4 ASSEMBLY 633 SF 50 GROSS 12.6
RQBL. CT. 5 ASSEMBLY 633 SF 50 GROSS 12.6
SPINNING RM. ASSEMBLY 696 SF 50 GROSS 13.9
STO, ACCESSORY 47 SF 300 GROSS 0.1
STO, ACCESSORY 193 SF 300 GROSS 0.6
STO, ACCESSORY 831 SF 300 GROSS 2.8
STO, ACCESSORY 75 SF 300 GROSS 0.3
STO, ACCESSORY 69 SF 300 GROSS 0.2
STO, ACCESSORY 108 SF 300 GROSS 0.4
STO, ACCESSORY 428 SF 300 GROSS 1.4
STO, ACCESSORY 32 SF 300 GROSS 0.1
STO, ACCESSORY 85 SF 300 GROSS 0.3
STO, ACCESSORY 160 SF 300 GROSS 0.5
STO, ACCESSORY 64 SF 300 GROSS 0.2
STO, ACCESSORY 78 SF 300 GROSS 0.3
STO, ACCESSORY 2477 SF 300 GROSS 8.3
STO, ACCESSORY 625 SF 300 GROSS 2.1
STUDIO / CLRM. EDUCATIONAL 943 SF 20 NET 47
TELECOM. RM. ACCESSORY 151 SF 300 GROSS 0.5
WELLNESS CTR BUSINESS 1674 SF 100 GROSS 16.7
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A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 CONNECT ALL OCCUPANCY SENSORS IN ROOM IN PARALLEL SO THAT ANY OCC. SENSOR WILL TURN ON ALL ROOM LIGHTING .2 CIRCUIT TO PANEL F OR PANEL N1. PROVIDE AND INSTAL L NEW BREAKERS AS NECESSARY TO ACCOMMODATE DESIGN, PROVID E AND INSTALL NEW PANEL SCHEDULES.3
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ARY 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 MAN UFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPL ETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTME NTS AND PLACE THE SYSTEM IN OPERATING ORDER.B.
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TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHA LL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:·
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JECT, INCLUDING MANUFACTURER, MODEL NUMBER AND TECHNICAL INFORMATIO N.·
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R
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I
ON OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.·
T
E
C
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N
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A
L
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A
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A
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A
T
I
S
TO BE USED ON THE PROJECT.·
S
U
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S
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A
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I
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C
A
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S
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THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOS ED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGI NEER.C.
C
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D
POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYST EM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL L ISTING.FIRE ALARM EXPANSION NOTES:8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
2
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DATE
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PROJECT NUMBER P.E. JOB #204811-23-2020
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EE102MEN'S &WOMEN'S LOCKER ROOMS ELECTRICAL PLANJOHN W. HART BUILDING PHASE 3 REMODEL REXBURG, ID CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020 20054
SC
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DN
DN
DN
BLEACHER SEATS: 2,975 OCC.
TOTAL: 3,695 OCC. OFFICE
205 SF/100=2 OCC
OFFICE
206 SF/100=2 OCC
OFFICE
314 SF/100=3.1 OCC
OFFICE
371 SF/100=3.7 OCC
OFFICE
744 SF/100=7.4 OCC
OFFICE
133 SF/100=1.3 OCC
LAUNDRY RM.
216 SF/100=2.2 OCC
FAC. OFFICE
270 SF/100=2.7 OCC
OFFICE
321 SF/100=3.2 OCC
DANCE OFFICE
515 SF/100=5.2 OCC
OFFICE
150 SF/100=1.5 OCC
OFFICE
150 SF/100=1.5 OCC
OFFICE
87 SF/100=0.9 OCC
DRESSING
136 SF/50=2.7 OCC
STO.
214 SF/300=0.7 OCC
J/C
56 SF/300=0.2 OCCCLOSET
42 SF/300=0.1 OCC
STO.
710 SF/300=2.4 OCC
WRESTLING ROOM
1205 SF/50=24.1 OCC
DANCE STUDIO 2
1741 SF/50=34.8 OCC
DANCE STUDIO 1
1707 SF/50=34.1 OCC
ACTIVITIES SPACE
3708 SF/50=74.1 OCC
FITNESS STUDIO
1670 SF/50=33.4 OCC
STO.
234 SF/300=1 OCC
TELECOM. RM.
79 SF/300=0.3 OCC
EQP. ISSUE
1484 SF/300=4.9 OCC
EQP. ISSUE
1171 SF/300=3.9 OCC
MEN'S LOCKER RM.
2058 SF/50=41 OCC
WOMEN'S LOCKER RM.
1570 SF/50=31.4 OCC
SWIMMING POOL
3210 SF/50=64.2 OCC
SWIMMING POOL DECK
1843 SF/15=123 OCC
STO.
90 SF/300=0.3 OCC
5' - 0"
NORTH FOYER
1530 SF/15=102 OCC
STAGE
1744 SF/15=129.7 OCC
STAIR
2-OMEN'S
128A
WOMEN'S
128B
ELEC.
105 SF/300=0.4 OCC
MECH.
32 SF/300=0.1 OCC
STO.
131 SF/300=0.4 OCC
STO.
432 SF/300=1.7 OCC
GYM-FLOOR
5046 SF/7=720 OCC
11
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2 3 5 ' t o e x i t
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GYM-FIXED SEATS
6181 SF/0=1380 OCC
GYM-BLEACHER SEATS
2711 SF/18=777 OCC
GYM-BLEACHER SEATS
2291 SF/18=765 OCC
GYM-BLEACHER SEATS
561 SF/18=163 OCC
GYM-BLEACHER SEATS
564 SF/18=164 OCC
360 OCC.
72" REQ'D
72" PRVVD
AT 81'-0"
1,080 OCC.
216" REQ'D
216" PRVVD
72 OCC.
14" REQ'D
72" PRVVD
72 OCC.
14" REQ'D
72" PRVVD
200 OCC.
60" REQ'D
60" PRVVD
320 OCC.
96" REQ'D
96" PRVVD
160 OCC.
48" REQ'D
96" PRVVD
1,260 OCC.
252" REQ'D
252" PRVVD
1,080 OCC.
216" REQ'D
216" PRVVD
34 OCC.
9" REQ'D
36" PRVVD
360 OCC.
72" REQ'D
72" PRVVD
360 OCC.
108" REQ'D
108" PRVVD
43 OCC. FROM
LEVEL 3
240 OCC.
FROM LEVEL 3
240 OCC.
FROM LEVEL 3
2"
1"
0"
654321
654321
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DATE REVISION
PROJECT NUMBER
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G002
LEVEL 2
(91'-0") LIFE
SAFETY
PLAN
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20054
SCALE: 1/16" = 1'-0"
A1 LEVEL 2 (91'-0") LIFE SAFETY PLAN
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18
21CD 19 20C1A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 REWORK NEW 4" CONDUITS 12" AFG ROUTE UNDER NEW RAM P 280 INTO STORAGE ROOM 281.2 RELOCATE EXISTING ADA PUSH BUTTON.3 NEW CABINET LACTATION EXTEND ALL EXISTING CABLING AND POWER.4
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4
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.
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5
0
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D FROM J-BOX TO EXISTING PANEL MDM. USE POLARIS TYPE SPLICE BLOCKS TO SPLICE EXISTING FEEDER.5
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(
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)
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NSTALL NEW PANEL SCHEDULE AS NEEDED.7
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W CONTROL CONTACTORS AND RECONNECT.10
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DER FROM PANEL MDM TO NEW PANEL H1 11
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.
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S REQUIRED TO DIMMER RACKS.
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16'8'0"NORTH 16'8'0"NORTH
16
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0"
NO
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S
ARY 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 MAN UFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPL ETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTME NTS AND PLACE THE SYSTEM IN OPERATING ORDER.B.
W
I
T
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0
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TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHA LL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:·
A
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I
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P
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JECT, INCLUDING MANUFACTURER, MODEL NUMBER AND TECHNICAL INFORMATIO N.·
P
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E
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M
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N
A
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Y
C
I
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C
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A
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S
H
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W
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N
G
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T
E
R
C
O
N
N
E
C
T
I
ON OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.·
T
E
C
H
N
I
C
A
L
M
A
N
U
A
L
S
F
O
R
A
L
L
O
F
T
H
E
E
Q
U
I
P
M
E
N
T
T
H
A
T
I
S
TO BE USED ON THE PROJECT.·
S
U
B
M
I
T
S
H
O
P
D
R
A
W
I
N
G
S
A
N
D
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E
Q
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I
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E
D
C
A
L
C
U
L
A
T
I
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N
S
T
O
THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOS ED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGI NEER.C.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
A
N
D
I
N
S
T
A
L
L
A
L
L
R
E
Q
U
I
R
E
D
POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYST EM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL L ISTING.FIRE ALARM EXPANSION NOTES:8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
2
"
1
"
0
"
6
5
4
3
2
1
6
5
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D
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DATE
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PROJECT NUMBER P.E. JOB #204811-23-2020
1
1
/
2
3
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2
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2
0
1
0
:
1
0
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0
8
A
M
EE103SOUTHEAST&SOUTHWEST EXITSJOHN W. HART BUILDING PHASE 3 REMODEL REXBURG, ID CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020 200541
1
0
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3
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/
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2
0
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1
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6
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2
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2
DN
DN
UPPER AUXILIARY GYMNASIUM
UPPER SWIMMING POOL
UPPER STAGE
UPPER MAIN GYMNASIUM
UPPER FOYER
MECH.
9059 SF/300=30.2 OCC
BOX SEATS
373 SF/100=3.7 OCC
M.B.
182 SF/100=1.8 OCC
BDF.
80 SF/300=0.3 OCC
STOR.
2187 SF/300=7.3 OCC
BLEACHER SEATS: 210 OCC.
BLEACHER SEATS: 130 OCC.BLEACHER SEATS: 140 OCC.
SPOTLIGHT PLATFORM
68 SF/100=0.7 OCC
SPOTLIGHT PLATFORM
66 SF/100=0.7 OCC
SOUND/LIGHT CONTROL
433 SF/100=4.3 OCC
DRESSING RM.
209 SF/50=4.2 OCC
DRESSING RM.
368 SF/50=7.4 OCC
STOR.
649 SF/300=2.2 OCC
24
0
'
t
o
e
x
i
t
245' to exit
240 OCC.
72" REQ'D
72" PRVVD
240 OCC.
72" REQ'D
72" PRVVD
43 OCC.
13" REQ'D
48" PRVVD
2"
1"
0"
654321
654321
E
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DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
3
:
0
7
A
M
G003
LEVEL 3
LIFE
SAFETY
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
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E
3
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CO
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SCALE: 1/16" = 1'-0"
A2 LEVEL 3 LIFE SAFETY PLAN
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A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 PROVIDE A DEDICATED 20A 3PHASE CIRCUIT TO CURTAIN HOIST.INSTALL 3/4" C., WITH CAT6A CABLE TO CONTROL PANEL.2 PROVIDE AND INSTALL ALL POWER SUPPLIES, CONNECTION S, AND TRANSFORMERS AS RECOMMENDED BY THE MANUFACTURER.3
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REQUIRED TO DIMMER RACKS.7
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O UNDER PLATFORM FOR OWNER INSTALLED A/V CABLING. COORDINAT E EXACT REQUIRMENTS AND LOCATION W/ OWNER.8
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TROL STATION AT THIS LOCATION COORDINATE WITH BARBIZON.9
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AND CONNECTION REQUIREMENTS WITH STAIRRAIL SHOP DRAWING S.
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8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
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DATE
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PROJECT NUMBER P.E. JOB #204811-23-2020
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EE104MAIN GYM ELECTRICAL PLANJOHN W. HART BUILDING PHASE 3 REMODEL REXBURG, ID CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020 20054A.
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ARY 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 MAN UFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPL ETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTME NTS AND PLACE THE SYSTEM IN OPERATING ORDER.B.
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TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHA LL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:·
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JECT, INCLUDING MANUFACTURER, MODEL NUMBER AND TECHNICAL INFORMATIO N.·
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ON OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.·
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TO BE USED ON THE PROJECT.·
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THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOS ED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGI NEER.C.
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POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYST EM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL L ISTING.FIRE ALARM EXPANSION NOTES:SPECIAL NOTES: GYM AND STAGE FOR MORE INFORMATION REFER TO BARBIZON'S DRAWINGS S EE SHEET EE106 AND EE107.1
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DN
SECTIONS: FLOOR, F, G, R, S
TOTAL: 1,036 1
2
3
SEATING CAPACITY
CONFIGURATIONS
3A
SMALL USE
MID USE
MAX USE
OPTION 1:
THEATRICAL
FLOOR (Removable seats):
LEFT 180
CENTER 312
RIGHT 180
ADA + COMP. 16 (Included)
TOTAL:672
LOWER BOWL (Fixed seats):
A 90
B 130
C 135
D 135
E 81
F 140
G 140
H 83
I 135
J 135
K 130
L 90
ADA + COMP. 14
TOTAL: 1,438
INDIVIDUAL SECTION CAPACITY:
MAX USE
OPTION 2:
BASKETBALL
SECTIONS: FLOOR, LOWER BOWL, R, R1, S, S1
TOTAL: 2,437
SECTIONS: FLOOR, LOWER & UPPER BOWLS
TOTAL: 3,979
SECTIONS: FLOOR 1, LOWER & UPPER BOWLS
TOTAL: 3,421
FLOOR 1 (Removable seats):
COURT SIDE L 41
COURT SIDE R 65
ADA + COMP. 8
TOTAL:114
UPPER BOWL (Marked seats):
M 224
N 119
O 96
P 189
Q 137
R 42
R1 121
S 42
S1 122
T 137
U 187
V 123
W 110
X 220
TOTAL: 1,869
FLOOR
LEFT
CENTER
RIGHT
ADA + COMP.
TOTAL:
FLOOR 1
COURT SIDE L
COURT SIDE R
ADA + COMP.
TOTAL:
LOWER BOWL
A
B
C
D
E
F
G
H
I
J
K
L
ADA + COMP.
TOTAL:
UPPER BOWL
M
N
O
P
Q
R
R1
S
S1
T
U
V
W
X
TOTAL: 1,869
LEFT
180
RIGHT
180
CENTER
312
F
140
G
140
R
42
S
42
MAIN GYM
250A
336 OCC.
67" REQ'D
72" PRVVD
336 OCC.
67" REQ'D
72" PRVVD
140 OCC.
42" REQ'D
96" PRVVD
224 OCC.
67" REQ'D
288" PRVVD
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
3
:
1
0
A
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G004
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20054
SCALE: 1/8" = 1'-0"
A3 MAIN GYM SEATING CAPACITY - SMALL USE
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22
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ED1STEAM GENERATOR 6 3/4" C., 4 -#8+1 -#10GND3/4" C., 4 -#8+1 -#10GND6A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 PROVIDE AND INSTALL A 3/4" CONDUIT FOR CONTROL CAB LE. SEE MECHANICAL DRAWINGS FOR DESTINATION.2 PROVIDE AND INSTALL A 120V. 20A CIRCUIT TO EACH AI R HANDLER FOR INTEGRAL LIGHTING AND SERVICE RECEPTACLE. MAKE ALL REQUIRED CONNECTIONS, CONNECT OT SPARE BREAKERS IN PANEL "FHR".3
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ETURN DUCTS IN THIS UNIT. PROVIDE RELAY MODULE AND WIRE S UCH THAT UNIT WILL SHUT DOWN UPON DETECTION. SEE MECH. DRAWI NGS FOR QUANTITY AND LOCATION OF ALL DUCTS. CONNECT TO FIRE ALARM SYSTEM.4
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L NEW 3P 40A BREAKER TO ACCOMMODATE STEAM GENERATOR, PROVIDE AND INSTALL NEW PANEL SCHEDULES.5
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BREAKER TO ACCOMMODATE NEW STEAM GENERATOR, PROVIDE AND INSTALL NEW PANEL SCHEDULE.7
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8'
0"
8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
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PROJECT NUMBER P.E. JOB #204811-23-2020
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EE105HVACUPGRADE&ALTERNATE #3JOHN W. HART BUILDING PHASE 3 REMODEL REXBURG, ID CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020 20054
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SCALE: 1/4" = 1'-0"3 MEN'S STEAM ROOM POWER-
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SCALE: 1/4" = 1'-0"5 WOMEN'S STEAM ROOM POWER -ALT #38'4'
0"
8'4'0"8'
4'
0"
8'4'0"1
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LEFT
180
RIGHT
180
CENTER
312
A
90
B
130
C
135
D
135
E
81
F
140
H
83
G
140
L
90
K
130
J
135
I
135
R
42
S
42
MAIN GYM
250A
R1
121
S1
122
336 OCC.
67" REQ'D
72" PRVVD
336 OCC.
67" REQ'D
72" PRVVD
140 OCC.
42" REQ'D
96" PRVVD
100 OCC.
20" REQ'D
288" PRVVD
216" PRVVD
286 OCC.
57" REQ'D
96" PRVVD
285 OCC.
57" REQ'D
96" PRVVD
285 OCC.
57" REQ'D
60" PRVVD
287 OCC.
57" REQ'D
60" PRVVD
100 OCC.
20" REQ'D
60" PRVVD
100 OCC.
20" REQ'D
60" PRVVD
216" PRVVD
100 OCC.
20" REQ'D
60" PRVVD
100 OCC.
20" REQ'D
60" PRVVD
SECTIONS: FLOOR, F, G, R, S
TOTAL: 1,036 1
2
3
SEATING CAPACITY
CONFIGURATIONS
3A
SMALL USE
MID USE
MAX USE
OPTION 1:
THEATRICAL
FLOOR (Removable seats):
LEFT 180
CENTER 312
RIGHT 180
ADA + COMP. 16 (Included)
TOTAL:672
LOWER BOWL (Fixed seats):
A 90
B 130
C 135
D 135
E 81
F 140
G 140
H 83
I 135
J 135
K 130
L 90
ADA + COMP. 14
TOTAL: 1,438
INDIVIDUAL SECTION CAPACITY:
MAX USE
OPTION 2:
BASKETBALL
SECTIONS: FLOOR, LOWER BOWL, R, R1, S, S1
TOTAL: 2,437
SECTIONS: FLOOR, LOWER & UPPER BOWLS
TOTAL: 3,979
SECTIONS: FLOOR 1, LOWER & UPPER BOWLS
TOTAL: 3,421
FLOOR 1 (Removable seats):
COURT SIDE L 41
COURT SIDE R 65
ADA + COMP. 8
TOTAL:114
UPPER BOWL (Marked seats):
M 224
N 119
O 96
P 189
Q 137
R 42
R1 121
S 42
S1 122
T 137
U 187
V 123
W 110
X 220
TOTAL: 1,869
FLOOR
LEFT
CENTER
RIGHT
ADA + COMP.
TOTAL:
FLOOR 1
COURT SIDE L
COURT SIDE R
ADA + COMP.
TOTAL:
LOWER BOWL
A
B
C
D
E
F
G
H
I
J
K
L
ADA + COMP.
TOTAL:
UPPER BOWL
M
N
O
P
Q
R
R1
S
S1
T
U
V
W
X
TOTAL: 1,869
2"
1"
0"
654321
654321
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DATE REVISION
PROJECT NUMBER
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G005
MAIN GYM
SEATING
CAPACITY -
MID USE
JO
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20054
SCALE: 1/8" = 1'-0"
A3 MAIN GYM SEATING CAPACITY - MID USE
8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
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PROJECT NUMBER P.E. JOB #204811-23-2020
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EE106BARBIZONDRAWINGJOHN W. HART BUILDING PHASE 3 REMODEL REXBURG, ID CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020 200541
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LEFT
180
RIGHT
180
CENTER
312
A
90
B
130
C
135
D
135
E
81
F
140
H
83
G
140
L
90
K
130
J
135
I
135
M
224
N
119
O
96
P
189
Q
137
X
220
W
110
V
123
U
187
T
137
R
42
S
42
MAIN GYM
250A
R1
121
S1
122
18' - 8"
336 OCC.
67" REQ'D
72" PRVVD
336 OCC.
67" REQ'D
72" PRVVD
280 OCC.
56" REQ'D
96" PRVVD
895 OCC.
179" REQ'D
288" PRVVD
216" PRVVD
480 OCC.
96" REQ'D
96" PRVVD
480 OCC.
96" REQ'D
96" PRVVD
285 OCC.
57" REQ'D
60" PRVVD
287 OCC.
57" REQ'D
60" PRVVD
150 OCC.
30" REQ'D
60" PRVVD
150 OCC.
30" REQ'D
60" PRVVD
216" PRVVD
150 OCC.
30" REQ'D
60" PRVVD
150 OCC.
30" REQ'D
60" PRVVD
SECTIONS: FLOOR, F, G, R, S
TOTAL: 1,036 1
2
3
SEATING CAPACITY
CONFIGURATIONS
3A
SMALL USE
MID USE
MAX USE
OPTION 1:
THEATRICAL
FLOOR (Removable seats):
LEFT 180
CENTER 312
RIGHT 180
ADA + COMP. 16 (Included)
TOTAL:672
LOWER BOWL (Fixed seats):
A 90
B 130
C 135
D 135
E 81
F 140
G 140
H 83
I 135
J 135
K 130
L 90
ADA + COMP. 14
TOTAL: 1,438
INDIVIDUAL SECTION CAPACITY:
MAX USE
OPTION 2:
BASKETBALL
SECTIONS: FLOOR, LOWER BOWL, R, R1, S, S1
TOTAL: 2,437
SECTIONS: FLOOR, LOWER & UPPER BOWLS
TOTAL: 3,979
SECTIONS: FLOOR 1, LOWER & UPPER BOWLS
TOTAL: 3,421
FLOOR 1 (Removable seats):
COURT SIDE L 41
COURT SIDE R 65
ADA + COMP. 8
TOTAL:114
UPPER BOWL (Marked seats):
M 224
N 119
O 96
P 189
Q 137
R 42
R1 121
S 42
S1 122
T 137
U 187
V 123
W 110
X 220
TOTAL: 1,869
FLOOR
LEFT
CENTER
RIGHT
ADA + COMP.
TOTAL:
FLOOR 1
COURT SIDE L
COURT SIDE R
ADA + COMP.
TOTAL:
LOWER BOWL
A
B
C
D
E
F
G
H
I
J
K
L
ADA + COMP.
TOTAL:
UPPER BOWL
M
N
O
P
Q
R
R1
S
S1
T
U
V
W
X
TOTAL: 1,869
2"
1"
0"
654321
654321
E
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DATE REVISION
PROJECT NUMBER
12
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7
A
M
G006
MAIN GYM
SEATING
CAPACITY
- MAX USE
JO
H
N
W
.
H
A
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T
B
U
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P
H
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3
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SCALE: 1/8" = 1'-0"
A3 MAIN GYM SEATING CAPACITY - MAX USE OPTION 1 - THEATRICAL
8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
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PROJECT NUMBER P.E. JOB #204811-23-2020
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EE107BARBIZONDRAWINGJOHN W. HART BUILDING PHASE 3 REMODEL REXBURG, ID CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020 200541
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2
0
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A
90
B
130
C
135
D
135
E
81
F
140
H
83
G
140
L
90
K
130
J
135
I
135
M
224
N
119
O
96
P
189
Q
137
X
220
W
110
V
123
U
187
T
137
R
42
S
42
MAIN GYM
250A
R1
121
S1
122
LEFT
41
RIGHT
65
SC
O
R
E
R
'
S
T
A
B
L
E
TE
A
M
B
E
N
C
H
A
R
E
A
TE
A
M
B
E
N
C
H
A
R
E
A
BASKETBAL COURT
236 OCC.
47" REQ'D
72" PRVVD
236 OCC.
47" REQ'D
72" PRVVD
180 OCC.
36" REQ'D
96" PRVVD
895 OCC.
179" REQ'D
288" PRVVD
216" PRVVD
351 OCC.
70" REQ'D
96" PRVVD
351 OCC.
70" REQ'D
96" PRVVD
285 OCC.
57" REQ'D
60" PRVVD
287 OCC.
57" REQ'D
60" PRVVD
150 OCC.
30" REQ'D
60" PRVVD
150 OCC.
30" REQ'D
60" PRVVD
216" PRVVD
150 OCC.
30" REQ'D
60" PRVVD
150 OCC.
30" REQ'D
60" PRVVD
SECTIONS: FLOOR, F, G, R, S
TOTAL: 1,036 1
2
3
SEATING CAPACITY
CONFIGURATIONS
3A
SMALL USE
MID USE
MAX USE
OPTION 1:
THEATRICAL
FLOOR (Removable seats):
LEFT 180
CENTER 312
RIGHT 180
ADA + COMP. 16 (Included)
TOTAL:672
LOWER BOWL (Fixed seats):
A 90
B 130
C 135
D 135
E 81
F 140
G 140
H 83
I 135
J 135
K 130
L 90
ADA + COMP. 14
TOTAL: 1,438
INDIVIDUAL SECTION CAPACITY:
MAX USE
OPTION 2:
BASKETBALL
SECTIONS: FLOOR, LOWER BOWL, R, R1, S, S1
TOTAL: 2,437
SECTIONS: FLOOR, LOWER & UPPER BOWLS
TOTAL: 3,979
SECTIONS: FLOOR 1, LOWER & UPPER BOWLS
TOTAL: 3,421
FLOOR 1 (Removable seats):
COURT SIDE L 41
COURT SIDE R 65
ADA + COMP. 8
TOTAL:114
UPPER BOWL (Marked seats):
M 224
N 119
O 96
P 189
Q 137
R 42
R1 121
S 42
S1 122
T 137
U 187
V 123
W 110
X 220
TOTAL: 1,869
FLOOR
LEFT
CENTER
RIGHT
ADA + COMP.
TOTAL:
FLOOR 1
COURT SIDE L
COURT SIDE R
ADA + COMP.
TOTAL:
LOWER BOWL
A
B
C
D
E
F
G
H
I
J
K
L
ADA + COMP.
TOTAL:
UPPER BOWL
M
N
O
P
Q
R
R1
S
S1
T
U
V
W
X
TOTAL: 1,869
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
PROJECT NUMBER
12
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2
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:
5
3
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2
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G006A
MAIN GYM
SEATING
CAPACITY -
MAX USE
(BASKETBALL
EVENT)
JO
H
N
W
.
H
A
R
T
B
U
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L
D
I
N
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P
H
A
S
E
3
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E
M
O
D
E
L
CO
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S
T
R
U
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I
O
N
D
O
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U
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E
N
T
S
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20054
SCALE: 1/8" = 1'-0"
A3 MAIN GYM SEATING CAPACITY - MAX USE OPTION 2 - BASKETBALL
DN
DN
UP
UP
UP
2
2
4
4
3
3
5
5
6
6
7
7
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
B B
A A
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
H1 H1
J1 J1
19
19
20
20
F1 F1
G1 G1
C1 C1
18
18
LAUNDRY
RM.
EQP. STOR.
RR.
WOMEN'S
RR.
MEN'S
RR.
AD101A
A3
AD102A
D1
MEN'S DRESSING
RM.
MEN'S FAC.
DRESSING RM.
EQP. STOR.
STOR.
EQP. ISSUE
RM.
VARSITY
DRESSING RM.
TRAINING RM.MECH.
AD101A
E5
CRAWL SPACE
AD410
A5
FITNESS CENTER
ALT. 1 & 2
AD101A
A5
GENERAL DEMO NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. COORDINATE WITH OWNER FOR RELOCATION
OF ANY EXISTING IT AND SURVEILLANCE
EQUIPMENT.
E. REFER TO MEP AND STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
F. MUST REFER TO STRU. AND ELEC. DWGS. FOR
ACTUAL DEMOLITION BOUNDARY AND SCOPE.
REPLACE CEILING TILES BACK TO THE
ORIGINAL STATE AFTER FINAL COMPLETIO.
AREA OF CONSTRUCTION
LEGEND
SCALE:1/16" = 1'-0"A1 OVERALL LEVEL 1 (71'-0") DEMO PLAN
2"
1"
0"
654321
654321
E
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DATE REVISION
PROJECT NUMBER
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:
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AD101
OVERALL
LEVEL 1
(71'-0")
DEMO
PLAN
JO
H
N
W
.
H
A
R
T
B
U
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D
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N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
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S
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R
U
C
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I
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N
D
O
C
U
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E
N
T
S
-
P
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R
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S
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20054
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
D
E
F
G
H
J
K
H1
J1
19 20
F1
G1
C1
18
EQP. STOR.
EQP. STOR.
LAUNDRY RM.
RR.
MEN'S DRESSING RM.
02.1302.13
02.1402.20
WOMEN'S RR.
MEN'S RR.
02.13
02.13
SAUNA
02.14
02.1302.13
02.14
02.14
02.1302.13
02.0202.02
4'
-
8
"
02.21
02.22
9' - 4"
TYP.
02.13
3' - 0"
CO
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
L
I
N
E
02.13
02.14
02.14
14' - 0"
6' - 10 1/2"1' - 10"
ALTERNATE BASE BID
TRAINING ROOMMECH.
VARSITY DRESSING RM.STOR.
T O N E A R E S T S T U D
3 ' - 4 "
2 1 ' - 6 "
6'
-
10
"
H
T
.
7'
-
2"
H
T
.
02.05
02.0502.0502.05
02.02
02.02
02.05
02.02
02.02
02.14 02.14
02.19
02.14
02.1302.13
02.14 02.14
02.14
02.22
TYP.
CO
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
L
I
N
E
3' - 0"
3 ' - 4 "
3 ' - 0 "
3 ' - 1 "
3 ' - 0 "
2 ' - 8 "
3 ' - 0 "
2 ' - 8 "
3 ' - 0 "
2'
-
6"
A
.
F
.
F
.
,
4'
-
8"
H
T
.
02.1202.12
02.12
02.12
CO
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
L
I
N
E
02.22
TYP.
02.19
TYP.
02.1202.12
1 1 ' - 1 0 "
2 ' - 0 "
6 ' - 2 "
21 22 23
D
E
F
G
H
J
K
L
H1
J1
F1
G1
C1
02.54
02.54
02.54
02.54
17
H
J
H1
02.02
02.05
MEN'S FAC. DRESSING RM.
02.02
TYP.
7' - 2" HT.
6' - 4"
02.13
02.22
02.03
02.22
TYP.
CONCRETE SLAB DEMOLITION
DEMO LEGEND
WALL DEMOLITION
GENERAL DEMO NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. COORDINATE WITH OWNER TO RELOCATE
ANY EXISTING IT AND SURVEILLANCE
EQUIPMENT.
E. REFER TO MEP AND STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
F. MUST REFER TO STRU. AND ELEC. DWGS.
FOR ACTUAL DEMOLITION BOUNDARY AND
SCOPE. REPLACE CEILING TILES BACK TO THE
ORIGINAL STATE AFTER FINAL COMPLETIO.
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
8
:
1
2
A
M
AD101A
LEVEL 1
(71'-0")
AREA
DEMO
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A3 EXTG. EQUIP., LAUNDRY, AND DRESSING DEMO PLANS
SCALE: 1/8" = 1'-0"
A5 FITNESS CENTER DEMO PLAN
SCALE: 1/8" = 1'-0"
E5 EXTG. MEN'S FACULTY DRESSING ROOM DEMO PLAN
1 10/30/20 Addendum #1
02.02 EXISTING WALL TO REMAIN
02.03 EXISTING CONC. COLUMN
02.05 NEW WALL OPENING, REFER. TO HEIGHT & WIDTH
DIM.
02.12 REMOVE EXISTING FLOORING
02.13 REMOVE EXISTING WALL
02.14 REMOVE EXISTING DOOR & HARDWARE, SALVAGE
FOR REUSE, COORDINATE W/ OWNER
02.19 REMOVE EXISTING PLUMBING FIXTURE, SALVAGE
FOR REUSE, COORDINATE W/ OWNER
02.20 REMOVE EXISTING WINDOWS SYSTEM &
HARDWARE, SALVAGE FOR REUSE, COORDINATE W/
OWNER
02.21 REMOVE EXISTING SHELVING SYSTEM, SALVAGE
FOR REUSE, COORDINATE W/ OWNER
02.22 REMOVE EXISTING LOCKERS, SALVAGE FOR REUSE,
COORDINATE W/ OWNER
02.54 REMOVE EXISTING MECH. DUCT, RTU, ETC., RE:
MECH. DWG.
DN
DN
DN
UP
DN
UP
1
1 2
2
4
4
3
3
5
5
6
6
7
7
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
21
21
22
22
23
23
B B
A A
C C
D D
E E
F F
G G
H H
J J
K K
L
M M
H1 H1
J1 J1
19
19
20
20
F1 F1
G1 G1
C1 C1
18
18
WOMEN'S LOCKER RM.
MEN'S LOCKER RM.
AD102A
A1
AD102A
A5
AD102A
C5
AD102A
D1
AD102A
D3
MAIN GYM
PLATFORM
STOR.
STAIR
2-I
STAIR
2-F
81' - 0"
91' - 0"
TICKET TICKET
91' - 0"91' - 0"
STAIR
2-X
84' - 4"
GENERAL DEMO NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. COORDINATE WITH OWNER FOR RELOCATION
OF ANY EXISTING IT AND SURVEILLANCE
EQUIPMENT.
E. REFER TO MEP AND STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
F. MUST REFER TO STRU. AND ELEC. DWGS. FOR
ACTUAL DEMOLITION BOUNDARY AND SCOPE.
REPLACE CEILING TILES BACK TO THE
ORIGINAL STATE AFTER FINAL COMPLETIO.
AREA OF CONSTRUCTION
LEGEND
SCALE: 1/16" = 1'-0"
A1 OVERALL LEVEL 2 (91'-0") DEMO PLAN
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
8
:
2
2
A
M
AD102
OVERALL
LEVEL 2
(91'-0")
DEMO
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
UP
13 14 15 16 17
F
G
H
J
K
L
H1
J1
19 20
F1
G1
18
5 ' - 7 "
9 ' - 0 "
02.17 02.17
02.1302.13
02.13
02.13 02.14 02.14
02.1302.13
02.16
02.1602.16
02.16 02.16
12' - 8 1/2"12' - 8 1/2"
02.4502.25
02.14
02.45
02.17
10' - 4"10' - 4"
02.1302.13
12' 8 1/2".12' - 8 1/2"
02.16
02.16
02.16
02.1702.17
1
1
' -
5
"
02.66
02.66
02.1602.17 02.16
1 1 ' - 1 1 "
1 2
B
C
D
E
C1
MEN'S LOCKER ROOM
02.02
02.02
02.14
02.22
TYP.
02.13
02.1302.1302.14
02.13
3 ' - 6 "
CONSTRUCTION LIMIT LINE
4 ' - 0 "
CONSTRUCTION LIMIT LINE
11' - 6"
02.22
TYP.
4' - 0"1' - 3"
TEMP. CONSTRUCTION ACCESS,
OPENING EXACT LOCATION TO BE
DETERMINED BY CONTRACTOR
02.12
7
B
C
D
C1
WOMEN'S
LOCKER ROOM02.13
02.22
TYP.
02.02
02.02
02.49
02.50
TYP.
TYP.
02.02
02.13
02.14
02.49
TYP.
TEMP. CONSTRUCTION ACCESS,
OPENING EXACT LOCATION TO BE
DETERMINED BY CONTRACTOR
12' - 0"4' - 4"
02.12
21
C
D
19 20
C1
18
02.12
02.17
02.23
15' - 4"
02.14
02.14
02.18
02.16
02.05
1' - 8"
02.05
7' -6" HT.
CONSTRUCTION LIMIT LINE4' - 5 "
7 ' - 5 "
02.14
02.24
02.67
ABOVE
14 15
B
C
D
C1
RR.
81' - 0"
02.12 02.14
02.19
02.17
02.14
24' - 0"4' - 0"
7 ' - 5 "
2 ' - 1 1 "
02.05
02.13
02.18
02.48
02.47
7' - 2" HT.
6' - 4"3' - 7"
84' - 4"
9' - 4"
4' - 11"
CONSTRUCTION LIMIT LINE
CONSTRUCTION
LIMIT LINE
02.18
02.14
02.14
02.16
91' - 0"
3 ' - 0 "
8 "
STORAGE
1B
02.67 ABOVE
CONCRETE SLAB DEMOLITION
DEMO LEGEND
WALL DEMOLITION
GENERAL DEMO NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. COORDINATE WITH OWNER TO RELOCATE
ANY EXISTING IT AND SURVEILLANCE
EQUIPMENT.
E. REFER TO MEP AND STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
F. MUST REFER TO STRU. AND ELEC. DWGS.
FOR ACTUAL DEMOLITION BOUNDARY AND
SCOPE. REPLACE CEILING TILES BACK TO THE
ORIGINAL STATE AFTER FINAL COMPLETIO.
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
8
:
2
8
A
M
AD102A
LEVEL 2
(91'-0")
AREA
DEMO
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A1 MAIN GYM NORTH EXIT DEMO PLAN
02.02 EXISTING WALL TO REMAIN
02.05 NEW WALL OPENING, REFER. TO HEIGHT & WIDTH
DIM.
02.12 REMOVE EXISTING FLOORING
02.13 REMOVE EXISTING WALL
02.14 REMOVE EXISTING DOOR & HARDWARE, SALVAGE
FOR REUSE, COORDINATE W/ OWNER
02.16 CUT EXISTING GUARDRAIL TO THE NEAREST POST
02.17 REMOVE EXISTING CONC. STEP/BLEACHER SEATING
02.18 REMOVE EXISTING STAIR
02.19 REMOVE EXISTING PLUMBING FIXTURE, SALVAGE
FOR REUSE, COORDINATE W/ OWNER
02.22 REMOVE EXISTING LOCKERS, SALVAGE FOR REUSE,
COORDINATE W/ OWNER
02.23 REMOVE EXISTING STOREFRONT SYSTEM
02.24
02.25 EXISTING STAIR TO REMAIN
02.45 EXISTING HOLLOW METAL STRUCTURAL COLUMN
TO REMAIN
02.47 REMOVE EXISTING HEATER
02.48 REMOVE EXISTING ELEC. SERVICE BOX
02.49 REMOVE EXISTING TOILET PARTITION
02.50 REMOVE EXISTING SHOWER PARTITION
02.66 REMOVE EXISTING SEATS, PROTECT AND SALVAGE
TO OWNER
02.67 REMOVE EXISTING ORGAN BOX
SCALE: 1/8" = 1'-0"
C5 EXTG. MEN'S LOCKER ROOM DEMO PLAN
SCALE: 1/8" = 1'-0"
A5 EXTG. WOMEN'S LOCKER ROOM DEMO PLAN
SCALE: 1/8" = 1'-0"
D3 MAIN GYM NEW SOUTHWEST EXIT DEMO PLAN
SCALE: 1/8" = 1'-0"
D1 MAIN GYM NEW SOUTHEAST EXIT DEMO PLAN
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
2
2
4
4
3
3
5
5
6
6
7
7
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
B B
A A
C C
D D
F F
G G
H H
J J
K K
L L
M M
H1 H1
J1 J1
19
19
20
20
F1 F1
G1 G1
C1 C1
18
18
AD111A
A5
AD111A
E5
AD111A
C5
AD410
A1
AD111A
A1
ALT. 1 & 2
GENERAL DEMO NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. COORDINATE WITH OWNER FOR RELOCATION
OF ANY EXISTING IT AND SURVEILLANCE
EQUIPMENT.
E. REFER TO MEP AND STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
F. MUST REFER TO STRU. AND ELEC. DWGS. FOR
ACTUAL DEMOLITION BOUNDARY AND SCOPE.
REPLACE CEILING TILES BACK TO THE
ORIGINAL STATE AFTER FINAL COMPLETIO.
AREA OF CONSTRUCTION
LEGEND
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
8
:
3
2
A
M
AD111
OVERALL
LEVEL 1
(71'-0")
DEMO
REFLECTED
CEILING
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/16" = 1'-0"
A1 OVERALL LEVEL 1 (71'-0") DEMO RCP
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
17
H
J
H1
02.5602.56
D
E
F
19 20
F1
C1
18
02.56
02.56
02.56
02.56
02.15
TYP.
02.15
TYP.
TYP.
02.15
02.56
02.56
02.57
TYP.
02.56
02.15
TYP.
02.15
TYP.
02.57
TYP.
02.09
SLOPED
H
J
K
H1
J1
19 20
G1
18
02.56
02.56 02.56
02.56
02.56
02.57
02.56
02.56
02.09
SLOPED02.09
SLOPED
02.09
SLOPED
21 22 23 24 25 26 27 28 29
D
E
F
G
H
J
K
L
H1
J1
F1
G1
C1
02.11
02.54
02.11
02.54
02.54
02.11
02.54
CEILING DEMOLITION
DEMO CEILING LEGEND
WALL DEMOLITION
GENERAL DEMO NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. COORDINATE WITH OWNER TO RELOCATE
ANY EXISTING IT AND SURVEILLANCE
EQUIPMENT.
E. REFER TO MEP AND STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
F. MUST REFER TO STRU. AND ELEC. DWGS.
FOR ACTUAL DEMOLITION BOUNDARY AND
SCOPE. REPLACE CEILING TILES BACK TO THE
ORIGINAL STATE AFTER FINAL COMPLETIO.
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
8
:
3
6
A
M
AD111A
LEVEL 1
AREA
DEMO
REFLECTED
CEILING
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
E5 EXTG. MEN'S FACULTY DRESSING RM DEMO RCP
SCALE: 1/8" = 1'-0"
C5 EXTG. TRAINING & STUDENT DRESSING RMS DEMO RCP
SCALE: 1/8" = 1'-0"
A5 EXTG. EQUIP., LAUNDRY & DRESSING RMS DEMO RCP
02.09 EXISTING BEAM
02.11 REMOVE EXISTING CATWALKS, MECH. SUPPORT &
PLATFORM
02.15 REMOVE EXISTING LIGHT FIXTURE, RE: ELEC. DWG.
SALVAGE FOR REUSE, COORDINATE W/ OWNER
02.54 REMOVE EXISTING MECH. DUCT, RTU, ETC., RE:
MECH. DWG.
02.56 REMOVE EXISTING CEILING
02.57 REMOVE EXISTING MECH. EQUIPMENT, SALVAGE
FOR REUSE, COOORDINATE W/ OWNER
SCALE: 1/8" = 1'-0"
A1 FITNESS CENTER DEMO RCP
2 11/05/20 Addendum #2
1
1 2
2
4
4
3
3
5
5
6
6
7
7
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
21
21
22
22
23
23
B B
A A
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
H1 H1
J1 J1
19
19
20
20
F1 F1
G1 G1
C1 C1
18
18
AD112A
C5
AD112A
A5
AD112A
B1
AD112A
B3
AD112A
A1
GENERAL DEMO NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. COORDINATE WITH OWNER FOR RELOCATION
OF ANY EXISTING IT AND SURVEILLANCE
EQUIPMENT.
E. REFER TO MEP AND STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
F. MUST REFER TO STRU. AND ELEC. DWGS. FOR
ACTUAL DEMOLITION BOUNDARY AND SCOPE.
REPLACE CEILING TILES BACK TO THE
ORIGINAL STATE AFTER FINAL COMPLETIO.
AREA OF CONSTRUCTION
LEGEND
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
8
:
4
2
A
M
AD112
OVERALL
LEVEL 2
(91'-0")
DEMO
REFLECTED
CEILING
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/16" = 1'-0"
A1 OVERALL LEVEL 2 (91'-0") DEMO RCP
7
B
C
D
C1
02.15
02.57
TYP.
TYP.
02.57
TYP.
02.56
02.56
1 2
B
C
D
E
C1
02.56
02.56
02.56
02.57
02.57
02.15
TYP.
TYP.
TYP.
C
19 20
C1
18
02.31
02.31 02.31
02.31
EXISTING
STRUCTURAL BEAM,
BO. ELE. 89' -1 1/2",
VERIFY
02.60RE. FLOOR PLAN
FOR NEW WALL @
THIS LOCATION
02.6002.60
ALTERNATE #5
14 15
B
C
D
C1
02.31
02.56
02.56
02.56
EXISTING
STRUCTURAL BEAM,
BO. ELE. 89' -1 1/2",
VERIFY
CEILING DEMOLITION
DEMO CEILING LEGEND
WALL DEMOLITION
GENERAL DEMO NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. COORDINATE WITH OWNER TO RELOCATE
ANY EXISTING IT AND SURVEILLANCE
EQUIPMENT.
E. REFER TO MEP AND STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
F. MUST REFER TO STRU. AND ELEC. DWGS.
FOR ACTUAL DEMOLITION BOUNDARY AND
SCOPE. REPLACE CEILING TILES BACK TO THE
ORIGINAL STATE AFTER FINAL COMPLETIO.
13 14 15 16 17
L
19 2018
REFER TO ELECTRICAL PLANS
02.31
02.31
02.6002.60 02.6002.6002.60 02.6002.60
REFER TO SHEETS AE112B AND AE410 TO 414.
ALTERNATE #1:
ANY WORK RELATED TO CUSTODIAN ROOM 176 ON
LEVEL 71'-0" @ GRIDS 17/J.
ALTERNATE #2:
ANY WORK RELATED TO EQUIPMENT ROOM 178 ON
LEVEL 1 (71'-0") @ GRIDS 17/K.
ALTERNATE #3:
(2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S
LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO
INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING
IN THESE 2 ROOMS.
ALTERNATE #4:
REMOVAL OF THE BASKETBALL STANDARDS IN THE
FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT
AND SALVAGE TO OWNER. NO DRAWINGS ARE
INCLUDED IN THE CD.
ALTERNATE #5:
REPLACE HW 2-B CEILING, ELEC. FIXTURES, FIRE
SPRINKLERS, HVAC DUCTS, ETC. @ 81'-0" LEVEL. FIELD
VERIFY DESIGN, HEIGHT, LAYOUT, AND DIMENSIONS
WITH ELEC. DWGS. THIS ALTERNATE IS TO
ACCOMMODATE THE 4" CONDUITS THAT ARE
INCLUDED IN THE BASE BID.
LIST OF ALTERNATES
2"
1"
0"
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D
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B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
8
:
4
6
A
M
AD112A
LEVEL 2
(91'-0")
AREA
DEMO
REFLECTED
CEILING
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A5 EXTG. WOMEN'S LOCKER ROOM DEMO RCP
SCALE: 1/8" = 1'-0"
C5 EXTG. MEN'S LOCKER ROOM DEMO RCP
SCALE: 1/8" = 1'-0"
B3 MAIN GYM (NEW) SOUTHWEST EXIT DEMO RCP
SCALE: 1/8" = 1'-0"
B1 MAIN GYM (NEW) SOUTHEAST EXIT DEMO RCP
02.15 REMOVE EXISTING LIGHT FIXTURE, RE: ELEC. DWG.
SALVAGE FOR REUSE, COORDINATE W/ OWNER
02.31 EXISTING ACOUSTIC CEILING TILE
02.56 REMOVE EXISTING CEILING
02.57 REMOVE EXISTING MECH. EQUIPMENT, SALVAGE FOR
REUSE, COOORDINATE W/ OWNER
02.60 REMOVED REUIRED CEILING PANELS AND FRAMING
SYSTEM (IF REQ'D) FOR MECH., STRU., AND ARCH.
WORK, PROTECT FOR REUSE; ALSO REFER TO MECH
AND STRU. DWG.
2 11/05/20 Addendum #2
3 11/10/20 Addendum #3
SCALE: 1/8" = 1'-0"
A1 (NEW) NORTH EXIT DEMO RCP
11 12 13 14 15 16 17 21
D
E
F
G
H
J
K
L
H1
J1
19 20
F1
G1
C1
18
02.31
02.31
02.31
02.31
02.31
02.31
02.60
02.60
TYP.
RE. DEMO
NOTE #6
TYP.
RE. DEMO
NOTE #6
TYP.
RE. DEMO
NOTE #6
02.60
CEILING DEMOLITION
DEMO CEILING LEGEND
WALL DEMOLITION
GENERAL DEMO NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. COORDINATE WITH OWNER TO RELOCATE
ANY EXISTING IT AND SURVEILLANCE
EQUIPMENT.
E. REFER TO MEP AND STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
F. MUST REFER TO STRU. AND ELEC. DWGS.
FOR ACTUAL DEMOLITION BOUNDARY AND
SCOPE. REPLACE CEILING TILES BACK TO THE
ORIGINAL STATE AFTER FINAL COMPLETIO.
2"
1"
0"
654321
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D
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B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
8
:
5
3
A
M
AD112B
LEVEL 2
(91'-0")
MAIN GYM
DEMO
REFLECTED
CEILING
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A2 LEVEL 2 MAIN GYM DEMO RCP
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
02.31 EXISTING ACOUSTIC CEILING TILE
02.60 REMOVED REUIRED CEILING PANELS AND FRAMING
SYSTEM (IF REQ'D) FOR MECH., STRU., AND ARCH.
WORK, PROTECT FOR REUSE; ALSO REFER TO MECH
AND STRU. DWG.
17
J
K
J1
02.02
02.1302.13
MEN'S DRESSING RM.
02.22
SIM.
02.02
8' - 4"
ALTERNATE BASE BID
17
J
K
J1
ALTERNATE
MEN'S DRESSING RM.
BASE BID
02.56 02.5602.5602.56
CEILING DEMOLITION
RCP DEMO LEGEND
DEMOLITION NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. COORDINATE WITH OWNER TO RELOCATE
ANY EXISTING IT AND SURVEILLANCE
EQUIPMENT.
E. REFER TO MEP AND STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
F. MUST REFER TO STRU. AND ELEC. DWGS.
FOR ACTUAL DEMOLITION BOUNDARY AND
SCOPE. REPLACE CEILING TILES BACK TO THE
ORIGINAL STATE AFTER FINAL COMPLETIO.
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
8
:
5
6
A
M
AD410
LEVEL 1
(71'-0")
DEMO
PLANS -
ALTERNATE
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/2" = 1'-0"
A5 EXTG. MEN'S DRESSING ROOM DEMO PLAN (ALT. 1 & 2)
02.02 EXISTING WALL TO REMAIN
02.13 REMOVE EXISTING WALL
02.22 REMOVE EXISTING LOCKERS, SALVAGE FOR
REUSE, COORDINATE W/ OWNER
02.56 REMOVE EXISTING CEILING
SCALE: 1/2" = 1'-0"
A1 EXTG. MEN'S DRESSING ROOM DEMO RCP (ALT. 1 & 2)
1 2
B
C
D
E
C1
4' - 10"
1 2 ' - 5 "
3 ' - 8 "
13' - 10"9' - 6"1' - 7"9' - 6"
10' - 11"11' - 1"
1 4 ' - 7 "
TYP.
90' - 10"
T.O. SLAB
1 6 ' - 8 "
1 2 ' - 7 "
8' - 4"
22.06
5' - 3"2' - 5"
T.O. DRAIN
90'-11"
T.O. DRAIN
90'-10 3/4"
T.O. DRAIN
90'-11"
T.O. DRAIN
90'-11"1 3 ' - 9 "
T.O. DRAIN
90'-11"
T.O. DRAIN
90' -11"
4' - 6"
T.O. DRAIN
90'-11 1/2"
D1
AE500
TYP.
9 ' - 0 "
5 ' - 4 "
5 ' - 2 "
5 ' - 0 "
8 ' - 1 0 "
4 7 ' - 6 "
10' - 0"
8 ' - 1 0 "
5 ' - 5 "
5 ' - 3 "
6' - 0"7' - 10"
6 ' - 5 "
4 ' - 9 "
4 ' - 0 "
34' - 5 1/2"
3 8 ' - 1 0 1 /2 "
03.04
T.O. DRAIN
90'-1 1/4"
7 10
B
C
D
E
C1
2' - 8"
3 ' - 6 "
T.O.SLAB
22.06
TYP.
4 ' - 8 "5' - 0"
2' - 4"3' - 1"
3' - 0"
6' - 0"
2 7 ' - 9 "
6 ' - 9 "
D1
AE500
33' - 2"
4 '- 0 ".
34' - 9"
15' - 6"
6 ' - 4 "
7 ' - 3 "
3 ' - 6 "
1 1 ' - 4 "
4 ' - 1 "
1 4 ' - 0 "
4 ' - 0 "
22.06
03.04
90' - 10"91' - 0"
EXTG. CONC.
21 22
D
E
F
G
H
J
K
H1
J1
19 20
F1
G1
C1
18
3' - 6"10' - 0"
7 ' - 3 "
7 ' - 7 "
1 1 ' - 2 "
6 ' - 1 0 "
12' - 10 1/2"
7"12' - 3"
3 ' - 9 "
2' - 10"17' - 6"
4 ' - 0 "
6 ' - 6 "
10' - 9"
2' - 0"
2 ' - 0 "
T.O.D.
71'-8"
4 ' - 7 "
T.O. DRAIN
71'-0"
T.O. DRAIN
71'-0"
71' - 8"
T.O. SLAB
T.O.S.
T.O SLAB
70' -10 1/2"
D1
AE500
4 ' - 0 "
71' - 0"
EXTG. CONC.
EXTG. CONC.
71' - 0"
03.04
2"
1"
0"
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REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
8
:
5
9
A
M
AE100
LEVEL 1
(71'-0") &
LEVEL 2
(91'-0")
SLAB
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A1 LEVEL 2 MEN'S LOCKER RM. SLAB PLAN
SCALE: 1/8" = 1'-0"
A3 LEVEL 2 WOMEN'S LOCKER RM. SLAB PLAN
03.04 CONC. SLAB ON GRADE
22.06 FLOOR OR TRENCH DRAIN, RE. PLUMBING DWG.
SCALE: 1/8" = 1'-0"
A5 LEVEL 1 LAUNDRY ROOM, WOMEN'S & MEN'S RESTROOM SLAB PLAN
1 10/30/20 Addendum #1
DN
UP
UP
UP
2
2
4
4
3
3
5
5
6
6
7
7
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
B B
A A
C C
D D
E E
F F
G
H
J
K
L L
M M
H1 H1
J1 J1
19
19
20
20
F1 F1
G1 G1
C1 C1
AE101A
A5
21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"62' - 4"19' - 9"1' - 1"22' - 10"17' - 0"17' - 0"22' - 8"22' - 8"39' - 8"17' - 0"22' - 10"1' - 1"21' - 7"21' - 0"22' - 4"22' - 4"22' - 4"22' - 4"22' - 8"
2 0 ' - 4 "
2 1 ' - 0 "
1 1 ' - 0 "
9 ' - 9 "
2 1 ' - 3 "
2 1 ' - 0 "
4 "
2 0 ' - 8 "
5 ' - 6 "
1 5 ' - 6 "
1 0 ' - 8 "
1 0 ' - 4 "
1 5 ' - 1 0 "
5 ' - 2 "
2 1 ' - 0 "
3 3 ' - 8 "
18
18
WOMEN'S
181
MEN'S
183
LAUNDRY
RM.
180
FITNESS
CENTER
182
ACTIVITY
STOR.
177
CUSTODIAN
176
178
EQUIP. RM.179
NEW WELLNESS CENTER
MECH.
190
ACTIVITY
STOR.
191
SPINNING
RM.
189
AE101A
A2
AE101A
A3 HW.
1-D
CRAWL SPACE
AE102B
A2
AE410
A5
71' - 0"
79' - 0"
AE411
A5
ABOVE @ MAIN GYM
CUSTODIAN
OFFICE
175
AF100
D3
AF100
D5
AF100
D6
ALT. 1
ALT. 2
AE410
A3
AE411
A3
76' - 4"
AREA OF CONSTRUCTION
LEGEND
REFER TO SHEETS AE112B AND AE410 TO 414.
ALTERNATE #1:
ANY WORK RELATED TO CUSTODIAN ROOM 176 ON
LEVEL 71'-0" @ GRIDS 17/J.
ALTERNATE #2:
ANY WORK RELATED TO EQUIPMENT ROOM 178 ON
LEVEL 1 (71'-0") @ GRIDS 17/K.
ALTERNATE #3:
(2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S
LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO
INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING
IN THESE 2 ROOMS.
ALTERNATE #4:
REMOVAL OF THE BASKETBALL STANDARDS IN THE
FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT
AND SALVAGE TO OWNER. NO DRAWINGS ARE
INCLUDED IN THE CD.
ALTERNATE #5:
REPLACE HW 2-B CEILING, ELEC. FIXTURES, FIRE
SPRINKLERS, HVAC DUCTS, ETC. @ 81'-0" LEVEL. FIELD
VERIFY DESIGN, HEIGHT, LAYOUT, AND DIMENSIONS
WITH ELEC. DWGS. THIS ALTERNATE IS TO
ACCOMMODATE THE 4" CONDUITS THAT ARE
INCLUDED IN THE BASE BID.
LIST OF ALTERNATES
SCALE: 1/16" = 1'-0"
A1 OVERALL LEVEL 1 (71'-0") FLOOR PLAN
2"
1"
0"
654321
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B
A
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
0
3
A
M
AE101
OVERALL
LEVEL 1
(71'-0")
FLOOR
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
H
J
K
H1
J1
19 20
G1
18
WOMEN'S
181
MEN'S
183
18
1
5 ' - 3 "
4 ' - 7 "
1 6 ' - 5 "
1 3 ' - 5 "
4 ' - 1 "
5 ' - 0 "
180
P3S
P3S
P3S
P3S
P3S
P3S
P3S
9 ' - 8 "
ALIGN
180
LAUNDRY RM.D
P3S
ALIGN
179A
SORT &
ASSEMBLE
179A
WELLNESS
CTR
OFFICE
179B
WELLNESS
CTR
OFFICE
179C
WELLNESS
CTR
OFFICE
179D
P3S
P3S
P3S
P3S P3S
ALIGN
ALIGN
5 ' - 7 "
1 0 ' - 1 0 "
W
A1
AE301
C1
AE301
A1
AE302
P3S
179D
179
179C179B
176
177
178
ACTIVITY
STOR.
177
CUSTODIAN
176
EQUIP. RM.
178
183
CUSTODIAN
OFFICE
175
11' - 0"11' - 0"11' - 0"
ALIGN
1' - 6"
P6S
W
D
17
5
03.08
P3S
P3S
C/L
AE500
E2
7' - 0"
C3
AE400
C5
7 ' - 6 "
8' - 6"
71' - 0"
71' - 8"
183A
3' - 4"6' - 9"3' - 3"8"
ALTERNATE 1
RE. AE410
ALTERNATE 2
RE. AE411
D
E
F
19 20
F1
C1
18
190
MECH.
190
ACTIVITY
STOR.
191
P3S
CMU12
P6S
ALIGN ALIGN
189
SPINNING RM.
A1
AE301
C1
AE301
190A
191
189
9 ' - 4 "
1 1 ' - 2 "
5 ' - 2 "
CMU12
ELEC. PANELelec panel
A
A
A
P3S
Concrete Slab on
Grade - 4"
190B
189A
P3S
STOR.
190B
1 1 ' - 6 "
STOR.
189A
17
H
J
H1
ACTIVITY
STOR.
177
CMU12
A1
AE302
177
OWNER PROVIDED/REPURPOSED
2-TIER LOCKER
2-TIER 'Z' LOCKER
3 TIER LOCKER
LOCKER LEGENDS
GENERAL LOCKER NOTES
A. ALL LOCKERS TO BE SET ON A CMU BASE
B. SLOPE THE FLOOR TO DRAIN
C. REFER TO MECH. DWGS FOR VENTED LOCKER
LOCATIONS
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
0
8
A
M
AE101A
LEVEL 1
(71'-0")
AREA
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A5 RESTROOMS & WELLNESS CENTER FLOOR PLANS
SCALE: 1/8" = 1'-0"
A3 ACTIVITY STORAGE 189A & SPINNING RMS. FLOOR PLANS
SCALE: 1/8" = 1'-0"
A2 ACTIVITY STORAGE 177 FLOOR PLAN
03.08 8" CONCRETE HOUSEKEEPING PAD WITH 1/2"
CHAMFER
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
UP
DN
UP
UP
DN
DN
1
1 2
2
4
4
3
3
5
5
6
6
7
7
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
21
21
22
22
23
23
24
24
B B
A A
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
H1 H1
J1 J1
19
19
20
20
F1 F1
G1 G1
C1 C1
AE102A
C5
AE102A
C5
AE102B
A2
52' - 2"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"62' - 4"19' - 9"1' - 1"22' - 10"17' - 0"17' - 0"22' - 8"22' - 8"39' - 8"17' - 0"22' - 10"1' - 1"21' - 7"21' - 0"
2 0 ' - 4 "
2 1 ' - 0 "
1 1 ' - 0 "
9 ' - 9 "
2 1 ' - 3 "
2 1 ' - 0 "
4 "
2 0 ' - 8 "
5 ' - 6 "
1 5 ' - 6 "
1 0 ' - 8 "
1 0 ' - 4 "
1 5 ' - 1 0 "
5 ' - 2 "
2 1 ' - 0 "
3 3 ' - 8 "
8 ' - 0 "
AE102A
C1
AE102A
C3
18
18
207A
MEN'S EMP. LOCKER RM.
261
WOMEN'S STUDENT
LOCKER RM.
MAIN GYM
250A
STAIR
2-Y
VEST.
2-U
STAIR
2-T
STAIR
2-S
STAIR
2-X
STORAGE
211
81' - 0"
84' - 4"
91' - 0"
91' - 0"
91' - 0"
207
MEN'S STUDENT LOCKER
RM.
261A
WOMEN'S EMPLOYEE
LOCKER RM.
AF100
A3
220
TICKET OFFICE
E003
NORTH EXIT
RR.
212
SW. EXIT
E001E002
SE. EXIT
AE102A
A1
AF100
D1
AF100
A1
AREA OF CONSTRUCTION
LEGEND
REFER TO SHEETS AE112B AND AE410 TO 414.
ALTERNATE #1:
ANY WORK RELATED TO CUSTODIAN ROOM 176 ON
LEVEL 71'-0" @ GRIDS 17/J.
ALTERNATE #2:
ANY WORK RELATED TO EQUIPMENT ROOM 178 ON
LEVEL 1 (71'-0") @ GRIDS 17/K.
ALTERNATE #3:
(2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S
LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO
INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING
IN THESE 2 ROOMS.
ALTERNATE #4:
REMOVAL OF THE BASKETBALL STANDARDS IN THE
FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT
AND SALVAGE TO OWNER. NO DRAWINGS ARE
INCLUDED IN THE CD.
ALTERNATE #5:
REPLACE HW 2-B CEILING, ELEC. FIXTURES, FIRE
SPRINKLERS, HVAC DUCTS, ETC. @ 81'-0" LEVEL. FIELD
VERIFY DESIGN, HEIGHT, LAYOUT, AND DIMENSIONS
WITH ELEC. DWGS. THIS ALTERNATE IS TO
ACCOMMODATE THE 4" CONDUITS THAT ARE
INCLUDED IN THE BASE BID.
LIST OF ALTERNATES
SCALE: 1/16" = 1'-0"
A1 OVERALL LEVEL 2 FLOOR PLAN
2"
1"
0"
654321
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D
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B
A
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
1
7
A
M
AE102
OVERALL
LEVEL 2
(91'-0")
FLOOR
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
1 10/30/20 Addendum #1
UP
DN
DN
UP
1 2
B
C
D
E
C1
207D
207F
207B
P3
P3
P3
P3
P3S
STORAGE
207D
207A
MEN'S EMP. LOCKER RM.
207A
11' - 3"
207C
207
MEN'S STUDENT LOCKER
RM.
ALIGN
5' - 3 1/2"
P3S
7 ' - 1 0 "
4 ' - 1 1 "
1 4 ' - 8 "
3 ' - 0 "
P3
AE400
A3
5 ' - 6 "
2 ' - 3 "
5 ' - 6 "
2 ' - 3 "
5 ' - 6 "
2 ' - 3 "
6 ' - 6 "
2 ' - 3 "
6 ' - 6 "
2 ' - 3 "
6 ' - 6 "
2 ' - 3 "
6 ' - 6 "
2 ' - 3 "
6 ' - 9 "
1 ' - 0 "
6' - 3"2' - 1"5' - 8"2' - 3"6' - 6"2' - 3"6' - 6"2' - 3"6' - 6"1' - 3"
C3
TYP.
10.08
4' - 6"
06.02
SIM.
A4
AE500
A1
AE500
A3
AE500
C3
AE500
6 ' - 6 "
2 ' - 3 "
6 ' - 6 "
2 ' - 3 "
6 ' - 6 "
2 ' - 3 "
6 ' - 6 "
1 ' - 6 "
1' - 4"
AE414
D6
7' - 6"1' - 5"
7' - 6"2' - 3"6' - 6"1' - 5"
P3
1 ' - 4 "
12' - 9"11' - 1"11' - 1"10' - 5"
1 ' - 6 "
11.04
11.04
STEAM ROOM
ALT. 3
5' - 0 1/2"
207E
P3
P3
P3
P3
P3
C2
AE500
C2
AE500 C3S
C3S
4 ' - 1 1 "
1 ' - 5 "
1 6 ' - 1 "
4 ' - 3 "
6 ' - 3 "
3 ' - 5 "
1 0 ' - 7 "
1 0 ' - 0 "
4 ' - 7 "
6 ' - 4 "
C3C3
C2S 05.18
ABOVE
EXISTING
WALL
P3S
5 ' - 5 1 /2 "
5' - 0"5' - 1"8' - 1"
7 10
B
C
D
E
C1
5 ' - 5 "
1 0 ' - 8 "
1 0 ' - 8 "
4 ' - 2 "
4 ' - 2 "
1 1 ' - 1 0 "
5' - 1"16' - 2"11' - 0"2' - 8"
261B
P3
STORAGE
261E
261
WOMEN'S STUDENT
LOCKER RM.
261A
261C
261A
WOMEN'S EMPLOYEE
LOCKER RM.
261F
NURSING
261B
P3
261D
NURSING
261D
P3
TYP. HT.
8' -0"
AE400
A5
1' - 3"7' - 6"2' - 3"5' - 7"2' - 3"6' - 6"2' - 3"6' - 6"2' - 3"6' - 6"
11.04
SIM.
3' - 0"
4' - 4"
P6
10.08
SIM.
06.02
10.09
SIM.
TYP.
26
1
E
ALIGN
AE414
A6
ALIGN
4 ' - 0 "
1 ' - 3 "
7' - 7"2' - 2"5' - 10"2' - 2"6' - 7"2' - 2"6' - 7"2' - 2"7' - 7"11"
1 ' - 3 "
2' - 10"7' - 2"
1' - 4"
8' - 1"5' - 1"
10.10
2' - 1"
STEAM ROOM
ALT. 3
3' - 0"1' - 6"
261G
261H
1 ' - 6 "
1' - 8"
C1
C3S
C3
C3
13 14 15
B
A
C
D
C1
A1
AE300
C1
AE300
1" / 1'-0"
1 " / 1 '-0 "
1 5 ' - 2 1 /2 "
ALIGN
DN
.
DN.
ALIGN
210
STORAGE
211
RR.
212
211
CMU12 STAIR
S003
1 ' - 0 "
4 ' - 7 "
81' - 10"
SE. EXIT
E002
81' - 0"
6 ' - 2 "
84' - 4"
CMU6
E002
P3S
CMU12
ALIGN
P6S
P3S
5' - 1"
ALIGN
3' - 8"
9' - 7 1/2"
C3
03.0603.06
AE401
A3
C5
AE300
212
AE500
D2
PLATFORM
210
A1
AE401
E3
AE401
213
E3
AE600
P6S-2
03.09
TYP.
02.17
8 "
17 21
B
C
D
E
19 20
C1
18
AL1
81' - 0"
P6S-2
CHAIR
STOR.
290
A1
AE301
C1
AE301
SW. EXIT
E001 E001
81' - 0"
STAIR
S001 CMU12
200
CMU12
03.0603.06
AE401
A5
200A 200B 200C
STAIR
S002
A5
AE301 HW.
2-B
HW.
2-A
PLATFORM
210
STOR.
200
P6S-2
8' - 10"
200D
AE112A
C3
OWNER PROVIDED/REPURPOSED
2-TIER LOCKER
2-TIER 'Z' LOCKER
3 TIER LOCKER
LOCKER LEGENDS
13 14 15 16 17
L
19 2018C1
AE301
CON6 CON6
S004STAIR
S004
ALIGN ALIGN
7' - 7"7' - 0"5' - 1"5' - 1"7' - 0"7' - 7"
P6SP6S
P6S
C3
E003
NORTH EXIT
E003A E003B E003C E003D E003E
E003K
E003J
E003H
E003G
E003F
2 ' - 6 "
ALIGN ALIGN
2 ' - 5 "
AE501
A1
P6S
22
0
A
22
0
B
220
TICKET OFFICE DISPLAY
221
A5
AE502
ALIGN W/
WOOD PANELING
ABOVE
A3
AE502
C3
AE502
AE501
A1
SIM.
O.P.P.
05.16 05.16
GENERAL LOCKER NOTES
A. ALL LOCKERS TO BE SET ON A CMU BASE
B. SLOPE THE FLOOR TO DRAIN
C. REFER TO MECH. DWGS FOR VENTED LOCKER
LOCATIONS
REFER TO SHEETS AE112B AND AE410 TO 414.
ALTERNATE #1:
ANY WORK RELATED TO CUSTODIAN ROOM 176 ON
LEVEL 71'-0" @ GRIDS 17/J.
ALTERNATE #2:
ANY WORK RELATED TO EQUIPMENT ROOM 178 ON
LEVEL 1 (71'-0") @ GRIDS 17/K.
ALTERNATE #3:
(2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S
LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO
INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING
IN THESE 2 ROOMS.
ALTERNATE #4:
REMOVAL OF THE BASKETBALL STANDARDS IN THE
FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT
AND SALVAGE TO OWNER. NO DRAWINGS ARE
INCLUDED IN THE CD.
ALTERNATE #5:
REPLACE HW 2-B CEILING, ELEC. FIXTURES, FIRE
SPRINKLERS, HVAC DUCTS, ETC. @ 81'-0" LEVEL. FIELD
VERIFY DESIGN, HEIGHT, LAYOUT, AND DIMENSIONS
WITH ELEC. DWGS. THIS ALTERNATE IS TO
ACCOMMODATE THE 4" CONDUITS THAT ARE
INCLUDED IN THE BASE BID.
LIST OF ALTERNATES
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
2
5
A
M
AE102A
LEVEL 2
(91'-0")
AREA
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
C5 MEN'S LOCKER ROOM FLOOR PLAN
SCALE: 1/8" = 1'-0"
A5 WOMEN'S LOCKER ROOM FLOOR PLAN
SCALE: 1/8" = 1'-0"
C1 MAIN GYM SOUTHEAST EXIT FLOOR PLAN
SCALE: 1/8" = 1'-0"
C3 MAIN GYM SOUTHWEST EXIT FLOOR PLAN
02.17 REMOVE EXISTING CONC. STEP/BLEACHER SEATING
03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE.
STR. DWG.
03.09 CAST IN PLACE CONCRETE STEP, RE. STRU. DWG.
05.16 METAL RAILING W/ GLAZING PANEL
05.18 4" C H METAL STUD ON TOP OF EXISTING WALL TO
DECK; INSULATION, 5/8" ON BOTH SIDES. ALIGN
INSIDE FACE WITH WALL TYPE C2S BELOW
06.02 SOLID SURFACE COUNTERTOP
10.08 ADA BENCH
10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE OF
EXISTING
10.10 SOLID PLASTIC LOCKER W/ BENCH, REFER TO
AE102A FOR 2 OR 3 TIER STYLE LOCATIONS
11.04 SPIN DRYER PROVIDED BY OWNER
SCALE: 1/8" = 1'-0"
A1 MAIN GYM NORTH EXIT FLOOR PLAN
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
4 Date 4 ASI #1
UP
DN
11 12 13 14 15 16 17 21 22
C
D
E
F
G
H
J
K
L
H1
J1
19 20
F1
G1
C1
A1
AE300
C1
AE300
18
2 ' - 4 "
7 ' - 0 1 /2 "
MAIN GYM
250A91' - 0"91' - 0"
91' - 0"
91' - 0"91' - 0"
P6S-2
P6S-2
A1
AE301
C1
AE301
A1
AE302
SW. EXIT
E001
05.11
4 ' - 0 "
81' -0"
2 5 ' - 0 "
2' - 8"
2 4 ' - 2 "
03.09
03.09
POUR CONC.
FLUSH WITH
GYM FLOOR
10' - 6"
REFER TO STRUCTURAL DWG. FOR
STRUCTURAL REINFORCEMENT UNDER
THE MAIN FLOOR
02.55
A6
AE302
ADA
SEATING
AREA
ADA
SEATING
AREA
05.14
7 ' - 0 1 /2 "
C5
AE500
5 ' - 1 "
C5
AE500
C5
AE500
D1
AE402
D2
AE402
A1
AE401
AE402
B1
AE402
B1
A5
AE402
AE402
A1
10' - 6"
2 ' - 4 "
A2
AE501
A1
AE702
03.06
E3
AE600
A5
AE501
A5
AE501
A5
AE501
A5
AE501
A5
AE501
A5
AE501
A5
AE402
A5
AE501
A5
AE501
A5
AE501
05.11
05.11
05.11
05.11
05.1105.11
05.1105.11
03.06
05.11 05.11
05.1105.11
05.1105.11
05.11
05.1105.11
05.11
AE702
D1
AE702
D1
05.1605.16
05.16 05.16
03.09
03.0903.09
D1
AE402
2 0 ' - 3 "
05.1605.16
05.16
POUR CONC.
FLUSH WITH
GYM FLOOR
2"
1"
0"
654321
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C
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A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
3
0
A
M
AE102B
LEVEL 2
(91'-0")
AREA PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A2 MAIN GYM FLOOR PLAN
02.55 EXISTING SOUND BOOTH
03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR.
DWG.
03.09 CAST IN PLACE CONCRETE STEP, RE. STRU. DWG.
05.11 METAL RAILING
05.14 METAL ROOF LADDER
05.16 METAL RAILING W/ GLAZING PANEL
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
11 12 13 14 15 16 17 21
D
E
F
G
H
J
K
L
H1
J1
19 20
F1
G1
C1
18
TOP CURTAIN HEAD RAIL
109' -0"
TOP CURTAIN HEAD RAIL
109' -0"
TOP CURTAIN HEAD RAIL
109' -0"
TOP CURTAIN HEAD RAIL
109' -0"
BO. CATWALKS
113' -2"
BO. CATWALKS
113' -2"
BO. CATWALKS
116' -8"
12.05
02.10
12.05
02.10
12.05
02.10
12.05
02.10
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
3
3
A
M
AE103
EXISTING
CATWALK
FLOOR
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A2 EXISTING CATWALK PLAN
02.10 EXISTING CATWALKS TO REMAIN
12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND
STRU. DWGS. FOR CONNECTION AND SUPPORT
2
2
4
4
3
3
5
5
6
6
7
7
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
B B
A A
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
H1 H1
J1 J1
19
19
20
20
F1 F1
G1 G1
C1 C1
18
18
AE104A
A3
AREA OF CONSTRUCTION
LEGEND
2"
1"
0"
654321
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E
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C
B
A
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
3
8
A
M
AE104
OVERALL
ROOF PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/16" = 1'-0"
A1 OVERALL ROOF PLAN
21 22 23 24 25 26 27 28 29
D
E
F
G
H
J
K
L
H1
J1
F1
G1
C1
A1
AE504
07.06
07.06
1 /2 " P E R 1 2 "1/2" PER 12"
S L O P ESLOPE
1/2" PER 12"1 /2 " P E R 1 2 "
SLOPESLOPE
23.03
23.03
RIDGE
07.0407.04
A3
AE504
07.05
07.05
TYP.
TYP.
07.05
TYP.
TYP.
A3
AE504
TYP.
02.53
TYP.
02.6502.65
02.53
02.6502.65
TYP.
TYP.
08.08
B
BB
B
08.08
B
B
B
B
B
B
B
B
B
A5
AE504
A5
AE504
23.01
ROOF TRAFFIC PAD
GENERAL ROOF LEGEND
NEW CRICKET
GENERAL ROOF NOTES
A. REFER TO AE504 FOR TYPICAL ROOF
DETAILS.
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
4
1
A
M
AE104A
ROOF
AREA PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A3 FITNESS CENTER ROOF PLAN
02.53 EXISTING ROOF DRAIN
02.65 REMOVE EXISTING GUARDRAIL, SALVAGE FOR
REUSE
07.04 PATCH AND REPAIR EXTG. ROOFING AS REQ'D
07.05 3' WIDE FULLY ADHERED TRAFFIC MEMBRANE,
MATERIAL TO BE COMPATIBLE WITH EXISTING ROOF
MATERIAL
07.06 1/2" PER 12" SLOPE CRICKET, SUBMIT SHOP
DRAWING FOR APPROVAL PRIOR TO DEMOLITION
08.08 DOME SKYLIGHT ON EXISTING RTU CURB
23.01 MECH. DUCT
23.03 MECH. RTU, RE. MECH. DWG. ACTUAL DIMENSION
PROTECT EXISTING ROOF
2 11/05/20 Addendum #2
2 43 5 6 7 10 11 12 13 14 15 16 17 21 22 23 24 25 26 27 28 29
B
A
C
D
E
F
G
H
J
K
L
M
H1
J1
19 20
F1
G1
C1
18
AE111A
A5
MEN'S
183
WOMEN'S
181
LAUNDRY
RM.
180
FITNESS
CENTER
182
STAIR
1-A
CUSTODIAN
176
EQUIP. RM.
178
179
NEW WELLNESS CENTER
ACTIVITY
STOR.
177
AE111A
E5
AE111A
C5
SPINNING
RM.
189
ACTIVITY
STOR.
191
MECH.
190
AE410
C5
AE411
C5
AE111A
A1
AREA OF CONSTRUCTION
LEGEND
A. REFER TO ARCHITECTURAL DRAWINGS
FOR LOCATION OF LIGHT FIXTURES AND
ELECTRICAL DRAWINGS FOR QUANTITY
AND TYPE OF FIXTURES.
B. ELECTRICAL AND MECHANICAL
SUBCONTRACTORS TO COORDINATE WORK
WITH SPRINKLER CONTRACTOR TO AVOID
CONFLICTS IN FIELD.
C. PATCH & REPAIR CEILINGS AS NEEDED FOR
NEW FINISH.
D. PROVIDE ACCESS TO ALL CLEANOUTS.
E. PROVIDE ACCESS TO ALL
CONTROLS/VALVES.
F. CONTRACTOR TO REVIEW CEILING PLANS
AND NOTIFY ARCHITECT OF ANY CONFLICTS
SUCH AS DUCTWORK, PIPE WORK,
ELECTRICAL, AND ETC. BEFORE
PROCEEDING WITH WORK.
G. FIRE RATED CEILING ASSEMBLIES TO BE
CONTINUOUS. SEE DETAILS FOR RATED
ASSEMBLIES AND DROP CEILING.
GENERAL LEGEND CEILING LEGEND
SURFACE MOUNTED
FLUORESCENT
OR LED FIXTURE
MECHANICAL
FIXTURES
FIRE SPRINKLERS
RECESSED LIGHT
WALL MOUNTED
FLUORESCENT
OR LED FIXTURE
XTG
FINISH
A
CEILING
HEIGHT
CEILING TYPE
CEILING FINISH
XTG = EXISTING CEILING HEIGHT
SEE SHEET AE610 FOR FINISH LEGEND
CEILING TYPES:
A = GYPSUM BOARD
B = ACOUSTIC CEILING TILES
C = OPEN TO STRUCTURE
D = PORCELAIN TILE
X = EXISTING FINISH TO REMAIN
2X4 FLUORESCENT
OR LED FIXTURE
2X2 FLUORESCENT
OR LED FIXTURE
STRIP FLUORESCENT
OR LED FIXTURE
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
4
5
A
M
AE111
OVERALL
LEVEL 1
REFLECTED
CEILING
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/16" = 1'-0"
A1 OVERALL LEVEL 1 (71'-0") REFLECTED CEILING PLAN
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
H
J
K
H1
J1
19 20
G1
18
A7'-1"
C4
A9'-0"
C4
A9'-0"
C4
A9'-0"
C4
MEN'S
183
WOMEN'S
181
LAUNDRY
RM.
180
B9'-0"
C2
B9'-0"
C2
B9'-0"
C2
B9'-0"
C2
B7'-1"
C2
B9'-0"
C3
B9'-0"
C3
B9'-0"
C3
B9'-0"
C3
B9'-0"
C3
179
NEW WELLNESS CENTER
SORT &
ASSEMBLE
179A
WELLNESS
CTR
OFFICE
179B
WELLNESS
CTR
OFFICE
179C
WELLNESS
CTR
OFFICE
179D
02.09
(SLOPED)
SIM.
CUSTODIAN
OFFICE
175
B9'-0"
C3
REFER TO ELECTRICAL PLANS
D
E
F
19 20
F1
C1
18
MECH.
190 191
ACTIVITY STOR.
189
SPINNING RM.
02.09
(SLOPED)
XTG
C5
CXTG
C5
C
XTG
C5
C
STOR.
189A
XTG
C5
C
REFER TO ELECTRICAL PLANS
STOR.
190B
9'-0"XTG C
C5
17
H
J
H1 B7'-1"
C3
ACTIVITY
STOR.
177
REFER TO ELECTRICAL PLANS
CEILING LEGEND
SURFACE MOUNTED
FLUORESCENT
OR LED FIXTURE
MECHANICAL
FIXTURES
FIRE SPRINKLERS
RECESSED LIGHT
WALL MOUNTED
FLUORESCENT
OR LED FIXTURE
XTG
FINISH
A
CEILING
HEIGHT
CEILING TYPE
CEILING FINISH
XTG = EXISTING CEILING HEIGHT
SEE SHEET AE610 FOR FINISH LEGEND
CEILING TYPES:
A = GYPSUM BOARD
B = ACOUSTIC CEILING TILES
C = OPEN TO STRUCTURE
D = PORCELAIN TILE
X = EXISTING FINISH TO REMAIN
2X4 FLUORESCENT
OR LED FIXTURE
2X2 FLUORESCENT
OR LED FIXTURE
STRIP FLUORESCENT
OR LED FIXTURE
CEILING FINISH LEGEND
A -GYPSUM
C -OPEN TO STRUCTURE
B -ACOUSTIC CEILING TILE
D -PORCELAIN TILE
A. REFER TO ARCHITECTURAL DRAWINGS FOR
LOCATION OF LIGHT FIXTURES AND ELECTRICAL
DRAWINGS FOR QUANTITY AND TYPE OF FIXTURES.
B. ELECTRICAL AND MECHANICAL SUBCONTRACTORS TO
COORDINATE WORK WITH SPRINKLER CONTRACTOR
TO AVOID CONFLICTS IN FIELD.
C. PATCH & REPAIR CEILINGS AS NEEDED FOR NEW
FINISH.
D. PROVIDE ACCESS TO ALL CLEANOUTS.
E. PROVIDE ACCESS TO ALL CONTROLS/VALVES.
F. CONTRACTOR TO REVIEW CEILING PLANS AND NOTIFY
ARCHITECT OF ANY CONFLICTS SUCH AS DUCTWORK,
PIPE WORK, ELECTRICAL, AND ETC. BEFORE
PROCEEDING WITH WORK.
G. FIRE RATED CEILING ASSEMBLIES TO BE
CONTINUOUS. SEE DETAILS FOR RATED ASSEMBLIES
AND DROP CEILING.
GENERAL CEILING NOTES
2122 23 24 25 26 27 28 29
D
E
F
G
H
J
K
L
H1
J1
F1
G1
C1
FITNESS
CENTER
182
9'-0"
C5
XTG
REFER TO ELECTRICAL PLANS
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
4
9
A
M
AE111A
LEVEL 1
(71'-0")
AREA
REFLECTED
CEILING
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
02.09 EXISTING BEAM
SCALE: 1/8" = 1'-0"
A5 RESTROOMS, LAUNDRY ROOM & NEW WELLNESS CTR. RCP
SCALE: 1/8" = 1'-0"
C5 ACTIVITY STORAGE 189A & SPINNING CLASSROOM RCP
SCALE: 1/8" = 1'-0"
E5 ACTIVITY STORAGE 177 RCP
SCALE: 1/8" = 1'-0"
A1 FITNESS CENTER RCP
C
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
1
1 2
2
4
4
3
3
5
5
6
6
7
7
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
21
21
22
22
23
23
B B
A A
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
H1 H1
J1 J1
19
19
20
20
F1 F1
G1 G1
C1 C1
18
18
250A
MAIN GYM
MEN'S STUDENT
LOCKER RM.
207
MEN'S EMP.
LOCKER RM.
207A
WOMEN'S STUDENT
LOCKER RM.
261
WOMEN'S EMP.
LOCKER RM.
261A
AE112A
C5
AE112A
A5
AE112B
A2
AE112A
C1
AE112A
C3
NURSING
261D
NURSING
261D
AREA OF CONSTRUCTION
LEGEND
A. REFER TO ARCHITECTURAL DRAWINGS
FOR LOCATION OF LIGHT FIXTURES AND
ELECTRICAL DRAWINGS FOR QUANTITY
AND TYPE OF FIXTURES.
B. ELECTRICAL AND MECHANICAL
SUBCONTRACTORS TO COORDINATE WORK
WITH SPRINKLER CONTRACTOR TO AVOID
CONFLICTS IN FIELD.
C. PATCH & REPAIR CEILINGS AS NEEDED FOR
NEW FINISH.
D. PROVIDE ACCESS TO ALL CLEANOUTS.
E. PROVIDE ACCESS TO ALL
CONTROLS/VALVES.
F. CONTRACTOR TO REVIEW CEILING PLANS
AND NOTIFY ARCHITECT OF ANY CONFLICTS
SUCH AS DUCTWORK, PIPE WORK,
ELECTRICAL, AND ETC. BEFORE
PROCEEDING WITH WORK.
G. FIRE RATED CEILING ASSEMBLIES TO BE
CONTINUOUS. SEE DETAILS FOR RATED
ASSEMBLIES AND DROP CEILING.
GENERAL LEGEND CEILING LEGEND
SURFACE MOUNTED
FLUORESCENT
OR LED FIXTURE
MECHANICAL
FIXTURES
FIRE SPRINKLERS
RECESSED LIGHT
WALL MOUNTED
FLUORESCENT
OR LED FIXTURE
XTG
FINISH
A
CEILING
HEIGHT
CEILING TYPE
CEILING FINISH
XTG = EXISTING CEILING HEIGHT
SEE SHEET AE610 FOR FINISH LEGEND
CEILING TYPES:
A = GYPSUM BOARD
B = ACOUSTIC CEILING TILES
C = OPEN TO STRUCTURE
D = PORCELAIN TILE
X = EXISTING FINISH TO REMAIN
2X4 FLUORESCENT
OR LED FIXTURE
2X2 FLUORESCENT
OR LED FIXTURE
STRIP FLUORESCENT
OR LED FIXTURE
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
4
9
:
5
7
A
M
AE112
OVERALL
LEVEL 2
(91'-0")
REFLECTED
CEILING
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/16" = 1'-0"
A1 OVERALL LEVEL 2 (91'-0") REFLECTED CEILING PLAN
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
14 15
B
C
D
C1
NO ARCH. WORK
PERFORMED IN THE
GREY AREA,
02.31
STORAGE
211
SE. EXIT
E002
RR.
212
B8'-1"
C3
B9'-0"
C3
A11'-1"
C4
REFER TO ELECTRICAL PLANS
C
19 20
C1
18
CHAIR
STOR.
290
HW.
2-A
SW. EXIT
E001
HW.
2-B
02.31
02.31 02.31
02.31
B8'-1"
C2
REFER TO ELECTRICAL PLANS
B8'-8"
C3
AS REQ'D
02.31
2' - 11"8' - 0"8' - 0"8' - 0"3' - 1"
4 ' - 7 "
ALTERNATE #5
09.28
7 10
B
C
D
C1
A9'-0"
C4
8'-0"D
C6
261
WOMEN'S STUDENT
LOCKER RM.
261A
WOMEN'S EMPLOYEE
LOCKER RM.
A9'-0"
C4
STORAGE
261E
NURSING
261B
A9'-0"
C4
NURSING
261D
A9'-0"
C4
REFER TO ELECTRICAL PLANS
2 ' - 4 "
2' - 8"10' - 0"
4' - 6"8' - 0"8' - 9"8' - 9"
4' - 6"4' - 6"
E Q
E Q
3 ' - 6 "
7 ' - 3 "
3 ' - 0 "
7 ' - 0 "
7 ' - 0 "
2' - 8"10' - 0"
2 ' - 0 "
EQ EQ
E Q
E Q
E Q
E Q
EQ EQ
8' - 9"8' - 3"8' - 9"8' - 9"4' - 6"
7 ' - 0 "
3 ' - 6 "
8' - 0"8' - 9"8' - 9"8' - 8"
3' - 4"
6 ' - 5 "
EQ EQ
4 ' - 0 "
5' - 0"8' - 10"8' - 5"8' - 9"9' - 2"
6 ' - 6 "
EQ EQ
E Q
E Q
E Q
E Q
EQ EQ
E Q
E Q
EQ EQ
AE414
A5
STEAM ROOM
ALT. 3
26.05
TYP.
TYP.
26.05
EQ EQ
1 2
B
C
D
E
C1
8'-0" D
C6
A9'-0"
C4
STORAGE
207D
207
MEN'S STUDENT LOCKER
RM.
207A
MEN'S EMP. LOCKER RM.
A9'-0"
C4
REFER TO ELECTRICAL PLANS
08.02
26.05
TYP.
26.05
TYP.
26.05
TYP.
AE414
D5
STEAM ROOM
ALT. 3
8' - 0"8' - 4"8' - 9"8' - 9"4' - 6"
2 ' - 6 "
7' - 9"8' - 9"8' - 9"8' - 10"
E Q
E Q
EQ EQ
EQ EQ
E Q
E Q
8 ' - 9 "
8 ' - 9 "
8 ' - 9 "
4 ' - 6 "
7' - 4"
4 ' - 0 "
7 ' - 9 "
7 ' - 9 "
8 ' - 3 "
8 ' - 9 "
8 ' - 9 "
8 ' - 9 "
8 ' - 1 0 "
7' - 0"
EQ EQEQ
E Q
2' - 8"5' - 4"
5' - 4"
1 0 ' - 4 "
3 ' - 0 "
1 0 ' - 4 "
3 ' - 0 1 /2 "
5' - 4"2' - 8"
3' - 8"7' - 2"7' - 2"
7' - 2"7' - 2"3' - 8"
4 ' - 1 1 1 /2 "
5 ' - 0 "
5' - 4"
6 ' - 0 "
EQ EQ
5' - 4"9' - 2"
5 ' - 1 0 "
5' - 4"9' - 2"
2' - 3"
5' - 6"2' - 10"
E Q
E Q
4 ' - 6 "
13 14 15 16 17
L
19 2018
REFER TO ELECTRICAL PLANS B8'-10"
C3
B9'-0"
C3
B9'-0"
C3
26.05 26.05
TYP.
TYP.
NORTH
EXIT
E003
DISPLAY
221
TICKET
OFFICE
220
02.31
02.31
A. REFER TO ARCHITECTURAL DRAWINGS FOR
LOCATION OF LIGHT FIXTURES AND ELECTRICAL
DRAWINGS FOR QUANTITY AND TYPE OF FIXTURES.
B. ELECTRICAL AND MECHANICAL SUBCONTRACTORS TO
COORDINATE WORK WITH SPRINKLER CONTRACTOR
TO AVOID CONFLICTS IN FIELD.
C. PATCH & REPAIR CEILINGS AS NEEDED FOR NEW
FINISH.
D. PROVIDE ACCESS TO ALL CLEANOUTS.
E. PROVIDE ACCESS TO ALL CONTROLS/VALVES.
F. CONTRACTOR TO REVIEW CEILING PLANS AND NOTIFY
ARCHITECT OF ANY CONFLICTS SUCH AS DUCTWORK,
PIPE WORK, ELECTRICAL, AND ETC. BEFORE
PROCEEDING WITH WORK.
G. FIRE RATED CEILING ASSEMBLIES TO BE
CONTINUOUS. SEE DETAILS FOR RATED ASSEMBLIES
AND DROP CEILING.
GENERAL CEILING NOTES
CEILING FINISH LEGEND
A -GYPSUM
C -OPEN TO STRUCTURE
B -ACOUSTIC CEILING TILE
D -PORCELAIN TILE
CEILING LEGEND
SURFACE MOUNTED
FLUORESCENT
OR LED FIXTURE
MECHANICAL
FIXTURES
FIRE SPRINKLERS
RECESSED LIGHT
WALL MOUNTED
FLUORESCENT
OR LED FIXTURE
XTG
FINISH
A
CEILING
HEIGHT
CEILING TYPE
CEILING FINISH
XTG = EXISTING CEILING HEIGHT
SEE SHEET AE610 FOR FINISH LEGEND
CEILING TYPES:
A = GYPSUM BOARD
B = ACOUSTIC CEILING TILES
C = OPEN TO STRUCTURE
D = PORCELAIN TILE
X = EXISTING FINISH TO REMAIN
2X4 FLUORESCENT
OR LED FIXTURE
2X2 FLUORESCENT
OR LED FIXTURE
STRIP FLUORESCENT
OR LED FIXTURE
REFER TO SHEETS AE112B AND AE410 TO 414.
ALTERNATE #1:
ANY WORK RELATED TO CUSTODIAN ROOM 176 ON
LEVEL 71'-0" @ GRIDS 17/J.
ALTERNATE #2:
ANY WORK RELATED TO EQUIPMENT ROOM 178 ON
LEVEL 1 (71'-0") @ GRIDS 17/K.
ALTERNATE #3:
(2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S
LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO
INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING
IN THESE 2 ROOMS.
ALTERNATE #4:
REMOVAL OF THE BASKETBALL STANDARDS IN THE
FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT
AND SALVAGE TO OWNER. NO DRAWINGS ARE
INCLUDED IN THE CD.
ALTERNATE #5:
REPLACE HW 2-B CEILING, ELEC. FIXTURES, FIRE
SPRINKLERS, HVAC DUCTS, ETC. @ 81'-0" LEVEL. FIELD
VERIFY DESIGN, HEIGHT, LAYOUT, AND DIMENSIONS
WITH ELEC. DWGS. THIS ALTERNATE IS TO
ACCOMMODATE THE 4" CONDUITS THAT ARE
INCLUDED IN THE BASE BID.
LIST OF ALTERNATES
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
0
:
0
3
A
M
AE112A
LEVEL 2
(91'-0")
REFLECTED
CEILING
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
C1 MAIN GYM SOUTHEAST EXIT RCP
SCALE: 1/8" = 1'-0"
C3 MAIN GYM SOUTHWEST EXIT RCP
SCALE: 1/8" = 1'-0"
A5 WOMEN'S LOCKER ROOM RCP
SCALE: 1/8" = 1'-0"
C5 MEN'S LOCKER ROOM RCP
SCALE: 1/8" = 1'-0"
A1 MAIN GYM NORTH EXIT RCP
02.31 EXISTING ACOUSTIC CEILING TILE
08.02 CEILING ACCESS PANEL
09.28 PATCH & REPAIR EXTG. CEILING AROUND THE NEW
WALL AS REQ'D
26.05
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
3 11/10/20 Addendum #3
11 12 13 14 15 16 17 21
D
E
F
G
H
J
K
L
H1
J1
19 20
F1
G1
C1
18
31' - 2"31' - 0"5' - 8"
8 ' - 0 "
5 6 ' - 0 "
8 ' - 0 "
8 ' - 0 "
4 9 ' - 3 1 /2 "
8 ' - 0 "
4 9 ' - 3 1 /2 "
6 ' - 8 1 /2 "
2 6 ' - 7 "
2 6 ' - 7 "
02.31
02.31
02.31
02.31
02.3102.31
12.05 12.0512.05 12.05
TOP CURTAIN HEAD RAIL
109' -0"
TOP CURTAIN HEAD RAIL
109' -0"
TOP CURTAIN HEAD RAIL
109' -0"
TOP CURTAIN HEAD RAIL
109' -0"
BOT. CURTAIN HEAD RAIL
109' -0"
TYP.05.15
TOP SUPPORTING PIPE
111' -10 1/2"
11.05
11.05 11.05
11.05
CEILING LEGEND
SURFACE MOUNTED
FLUORESCENT
OR LED FIXTURE
MECHANICAL
FIXTURES
FIRE SPRINKLERS
RECESSED LIGHT
WALL MOUNTED
FLUORESCENT
OR LED FIXTURE
XTG
FINISH
A
CEILING
HEIGHT
CEILING TYPE
CEILING FINISH
XTG = EXISTING CEILING HEIGHT
SEE SHEET AE610 FOR FINISH LEGEND
CEILING TYPES:
A = GYPSUM BOARD
B = ACOUSTIC CEILING TILES
C = OPEN TO STRUCTURE
D = PORCELAIN TILE
X = EXISTING FINISH TO REMAIN
2X4 FLUORESCENT
OR LED FIXTURE
2X2 FLUORESCENT
OR LED FIXTURE
STRIP FLUORESCENT
OR LED FIXTURE
CEILING FINISH LEGEND
A -GYPSUM
C -OPEN TO STRUCTURE
B -ACOUSTIC CEILING TILE
D -PORCELAIN TILE
A. REFER TO ARCHITECTURAL DRAWINGS FOR
LOCATION OF LIGHT FIXTURES AND ELECTRICAL
DRAWINGS FOR QUANTITY AND TYPE OF FIXTURES.
B. ELECTRICAL AND MECHANICAL SUBCONTRACTORS TO
COORDINATE WORK WITH SPRINKLER CONTRACTOR
TO AVOID CONFLICTS IN FIELD.
C. PATCH & REPAIR CEILINGS AS NEEDED FOR NEW
FINISH.
D. PROVIDE ACCESS TO ALL CLEANOUTS.
E. PROVIDE ACCESS TO ALL CONTROLS/VALVES.
F. CONTRACTOR TO REVIEW CEILING PLANS AND NOTIFY
ARCHITECT OF ANY CONFLICTS SUCH AS DUCTWORK,
PIPE WORK, ELECTRICAL, AND ETC. BEFORE
PROCEEDING WITH WORK.
G. FIRE RATED CEILING ASSEMBLIES TO BE
CONTINUOUS. SEE DETAILS FOR RATED ASSEMBLIES
AND DROP CEILING.
GENERAL CEILING NOTES
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
0
:
1
0
A
M
AE112B
LEVEL 2
REFLECTED
CEILING
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
02.31 EXISTING ACOUSTIC CEILING TILE
05.15 CONTINUOUS CROSS BEAM @ 21' O.C., RE:
STRUCTURAL SCHEDULE
11.05 AALCO. BASKETBALL BACKSTOPS, 134SF
SIDE FOLD SIDE BRACED
12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC.
AND STRU. DWGS. FOR CONNECTION AND
SUPPORT
SCALE: 1/8" = 1'-0"
A2 MAIN GYM REFLECTED CEILING PLAN
2 11/05/20 Addendum #2
Suspended ceiling to be installed to
manufacture's specifications.
21 22
LEVEL 1
71' -0"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 3
109' -0"
19 2018
CHAIR
STOR.
290
ACTIVITY
STOR.
191
MECH.
190
HW.
1-D
A1
AE301
C1
AE301
03.06
12.05
SW. EXIT
E001
AE501
A2
TYP.
05.11
03.07
05.11
AE501
A5SIM.
M I N . 6 ' - 8 "
8 ' - 1 "
C1
AE401
B C
LEVEL 1A
76' -4"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1D
84' -4"
LEVEL 3
109' -0"
C1
1" / 1'-0"
12.05
SE. EXIT
E002
LANDING
6' - 8 1/2"
RAMP
30' - 0"
LANDING
9' - 9"
03.04
AE310
A5
05.11
11 12 13 14 15
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 3
109' -0"
1" / 1'-0"
SE. EXIT
E002
(M I N . 6 ' - 8 ")
7 ' - 3 "
03.06
03.06
03.07
05.11
12.05
A1
AE401
AE501
A2
E3
AE600
LANDING
10' - 10"
RAMP
10' - 0"
LANDING
12' - 10"
81' - 10"
AE501
A5
SIM.
05.11
TYP.
C5
AE401
B C
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 1D
84' -4"
LEVEL 3
109' -0"
C1
03.06
STORAGE
211
RR.
212
13 14 15
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 1D
84' -4"
LEVEL 3
109' -0"
C1
AE300
03.06
STORAGE
211
RR.
212
03.04 03.06
E3
AE401
SE. EXIT
E002
H J K
L
LEVEL 1
71' -0"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
H1 J1
LEVEL 3
109' -0"
A1
AE302
ACTIVITY
STOR.
177
CUSTODIAN
176
EQUIP. RM.
178
AE501
C1
TYP.
AE500
C5
TYP.
AREA OF REMODELING WORK
EXTG. TO REMAIN
SECTION LEGEND
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
0
:
1
5
A
M
AE300
BUILDING
SECTION
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A3 SECTION @ GRID C1 & D
SCALE: 1/8" = 1'-0"
C1 SECTION @ GRID 13 & 14
SCALE: 1/8" = 1'-0"
A1 SECTIO @ GRID C1 & D
SCALE: 1/8" = 1'-0"
C3 SECTION @ GRID 14
SCALE: 1/8" = 1'-0"
C5 SECTION @ GRID B & C
03.04 CONC. SLAB ON GRADE
03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR.
DWG.
03.07 CONCRETE STAIRS
05.11 METAL RAILING
12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND
STRU. DWGS. FOR CONNECTION AND SUPPORT
SCALE: 1/8" = 1'-0"
A5 SECTION @ GRID 17
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
D E F G H J K L
LEVEL 1
71' -0"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
H1 J1
LEVEL 3
109' -0"
F1 G1C1
12.06
12.05
MECH.
190
LAUNDRY
RM.
180
SORT &
ASSEMBLE
179A
A1
AE302
03.06
STOR.
189A
SW. EXIT
E001
05.16 05.11
AE501
A5
TYP.
CURTAIN
OPENING,
RE: SPEC.
CURTAIN
OPENING,
RE: SPEC.
STOR.
190B
C D E F G H J K L
LEVEL 1
71' -0"
LEVEL 1A
76' -4"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
H1 J1
LEVEL 3
109' -0"
F1 G1C1
12.05
191
ACTIVITY STOR.
189
SPINNING RM.
MEN'S
183
WOMEN'S
181
WELLNESS
CTR
OFFICE
179C
HW.
2-B
STAIR
2-D
SW. EXIT
E001
A1
AE302
AE310
A3
03.06
05.14
03.0403.04
CURTAIN
OPENING,
RE: SPEC.
21 22
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1D
84' -4"
LEVEL 3
109' -0"
19 2018
C1
AE301
HW.
2-B
AE311
A5
03.0703.06
STAIR
S002
05.14
STOR.
200
D
LEVEL 1
71' -0"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 3
109' -0"
C1
ACTIVITY
STOR.
191
05.11
AE310
A1
05.16
03.06
03.06
03.04
AREA OF REMODELING WORK
EXTG. TO REMAIN
SECTION LEGEND
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
0
:
2
2
A
M
AE301
BUILDING
SECTION
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A1 SECTION @ GRID 18
03.04 CONC. SLAB ON GRADE
03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE.
STR. DWG.
03.07 CONCRETE STAIRS
05.11 METAL RAILING
05.14 METAL ROOF LADDER
05.16 METAL RAILING W/ GLAZING PANEL
12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC.
AND STRU. DWGS. FOR CONNECTION AND
SUPPORT
12.06 ALTERNATIVE CURTAIN
SCALE: 1/8" = 1'-0"
C1 SECTION @ GRID 19 & 20
SCALE: 1/8" = 1'-0"
A5 SECTION @ GRID C & C1
2 11/05/20 Addendum #2
SCALE: 1/8" = 1'-0"
C6 SECTION @ GRID 19
1112131415161721
LEVEL 1
71' -0"
LEVEL 1A
76' -4"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 3
109' -0"
1920 18
A1
AE301
C1
AE301
HW.
1-D
WOMEN'S
181
WOMEN'S
181
LAUNDRY
RM.
180
ACTIVITY STOR.
177
05.1505.15
03.06 03.0605.16 05.16 05.1105.1605.1605.11
AE501
A5
TYP.
AE500
C5
TYP.
CDEFGHJKL
LEVEL 1
71' -0"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
H1J1
LEVEL 3
109' -0"
F1G1 C1
A1
AE302
HW.
1-D
HW.
2-A
HW.
2-B
AE311
A3
11 12 13 14 15
LEVEL 1A
76' -4"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 3
109' -0"
03.09
ADA
SEATING
AREA
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
0
:
2
7
A
M
AE302
BUILDING
SECTION
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
A1 SECTION @ GRID J
03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR.
DWG.
03.09 CAST IN PLACE CONCRETE STEP, RE. STRU. DWG.
05.11 METAL RAILING
05.15 CONTINUOUS CROSS BEAM @ 21' O.C., RE:
STRUCTURAL SCHEDULE
05.16 METAL RAILING W/ GLAZING PANEL
SCALE: 1/8" = 1'-0"
C1 SECTION @ GRID 20 & 21
SCALE: 1/8" = 1'-0"
A6 BUILDING SECTION @ GRID H & H1
2 11/05/20 Addendum #2
LEVEL 1
71' -0"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 1D
84' -4"
C1
125' - 7"
113' - 2"
02.26
02.30
02.09
02.03
02.33
02.31
02.28
03.06
02.34
02.36
02.37
02.38
111' - 0"
FIN. CLG.
T.O. BEAM
T.O. BEAM
02.17
EXISTING
STRUCTURAL BEAM,
SLOPED, VERIFY ELE.
02.28
02.09
02.30
02.41
02.40
02.34
02.31
02.34
02.36
122' - 0"
B.O. FASCIA
ACTIVITY
STOR.
191
SW. EXIT
E001
04.04
03.06
05.16
26.05
A2
AE501
STOR.
200
08.03
LEVEL 1
71' -0"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 1D
84' -4"
LEVEL 3
109' -0"
C1
125' - 7"
T.O. BEAM
T.O. BEAM
113' - 2"
111' - 0"
T.O. CURTAIN
HEAD RAIL
02.30
02.26
02.28
02.09
02.33
02.31
12.05
02.10
02.09
02.41
02.40
02.30
02.04
02.34
02.37
02.34
02.36
02.34
FIN. CLG.
02.34
02.03
FIN. CLG.
100' - 4"
FIN. CLG.
FIN. CLG.
02.37
122' - 0"
B.O. FASCIA
ACTIVITY
STOR.
191
SW. EXIT
E001
09.07
09.02
26.05
03.06
89' - 8"
09.02
26.05
89' - 1"
26.05
ALT. 5
COORDINATE W/ NEW
ELEC. CONDUITS
LEVEL 1A
76' -4"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 1B
79' -0"
LEVEL 1D
84' -4"
LEVEL 3
109' -0"
C1
02.30
02.26
02.09
02.27
02.09
02.30
02.28
02.07
02.34
03.04 03.06
02.37
02.38
02.36
T.O. BEAM
T.O. BEAM
T.O. BEAM
T.O. BEAM
ELE. VERIFY
FIN. CLG.
FIN. CLG.
T.O. CURTAIN
HEAD RAIL
81' - 10"
B.O. FASCIA
09.02
09.02
90' - 7 1/2"
113' - 2"
02.28
7 ' - 3 "
02.09
02.41
102' - 0"
125' - 7"
122' - 0"
02.31
111' - 0"
100' - 4"
02.31
02.33
02.09
SE. EXIT
E002
AE501
A2
7 ' - 4 "
90' - 0"
FIN. CLG.
FIN. CLG.
09.07
26.05
26.05
05.1605.16
3 ' - 6 "
A2
AE501
08.03
05.11
AREA OF REMODELING WORK
EXTG. TO REMAIN
SECTION LEGEND
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
0
:
3
1
A
M
AE310
WALL
SECTIONS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/2" = 1'-0"
A1 WALL SECTION
SCALE: 1/2" = 1'-0"
A3 WALL SECTION
SCALE: 1/2" = 1'-0"
A5 WALL SECTION
2 11/05/20 Addendum #2
02.03 EXISTING CONC. COLUMN
02.04 EXISTING METAL GUARDRAIL
02.07 EXISTING DOOR TO REMAIN
02.09 EXISTING BEAM
02.10 EXISTING CATWALKS TO REMAIN
02.17 REMOVE EXISTING CONC. STEP/BLEACHER SEATING
02.26 EXISTING PRECAST CONC. FASCIA
02.27 EXISTING BRICK VENEER
02.28 EXISTING 12" X 8" X 16" CMU WALL
02.30 EXISTING ROOF, 2" RIGID INSULATION & 1 1/2" METAL
DECK
02.31 EXISTING ACOUSTIC CEILING TILE
02.33 EXISTING REGLET
02.34 EXISTING CONC. SLAB, 4 1/2" THICK
02.36 EXISTING GRAVEL
02.37 EXISTING CONC. FOUND. WALL, 16" THICK
02.38 EXISTING CONC. FOOTING
02.40 EXISTING STUCCO FINISHED CEILING
02.41 EXISTING OPEN WEB STEEL JOIST
03.04 CONC. SLAB ON GRADE
03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR.
DWG.
04.04
05.11 METAL RAILING
05.16 METAL RAILING W/ GLAZING PANEL
08.03 SCH'D DOOR
09.02 SCH'D CEILING, RE: RCP
09.07 PAINTED WALL
12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND
STRU. DWGS. FOR CONNECTION AND SUPPORT
26.05
C
LEVEL 1
71' -0"
LEVEL 2
91' -0"
LEVEL 1C
81' -0"
LEVEL 1D
84' -4"
02.26
02.30
02.09
02.41
02.40
02.34
02.31
02.37
02.38
02.34
02.36
08.01
100' - 4"
B.O. FASCIA
HW.
2-B
ALT. #5
COORDINATE W/ NEW
ELEC. CONDUITS
09.0289' - 8"
LEVEL 1
71' -0"
LEVEL 2
91' -0"
127'-0"
127' -0"
LEVEL 1C
81' -0"
LEVEL 1D
84' -4"
LEVEL 3
109' -0"
18
02.30
02.09
02.26
02.28
02.27
02.09
B.O. FASCIA
02.09
02.09
T.O. BEAM
T.O. BEAM
02.34
02.46
02.37
02.34
02.36
02.37
02.31
02.33
02.31
102' - 5 1/2"
92' - 3 1/2"
122' - 0"
02.41
02.30
02.31
C1
AE401
T.O. BEAM
T.O. BEAM
88' - 7"
104' - 7"05.02
114' - 0"
T.O. BEAM
05.02
STAIR
S002
STOR.
20003.06AE401
E1
90' - 8"
FIN. CLG.
03.07
09.07
08.03
REFER TO SHEETS AE410 TO 414.
ALTERNATE #1:
ANY WORK RELATED TO CUSTODIAN ROOM 176 ON
LEVEL 71'-0" @ GRIDS 17/J.
ALTERNATE #2:
ANY WORK RELATED TO EQUIPMENT ROOM 178 ON
LEVEL 1 (71'-0") @ GRIDS 17/K.
ALTERNATE #3:
(2) STEAM ROOMS IN BOTH THE MEN'S AND
WOMEN'S LOCKER ROOMS ON LEVEL 2 (91'-0").
BASE BID TO INCLUDE FLOOR FINISH AND TRENCH
DRAIN/PLUMBING IN THESE 2 ROOMS.
ALTERNATE #4:
REMOVAL OF THE BASKETBALL STANDARDS IN THE
FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT
AND SALVAGE TO OWNER. NO DRAWINGS ARE
INCLUDED IN THE CD.
ALTERNATE #5:
REPLACE THE CEILING BETWEEN HW 2-B. FIELD
VERIFY DESIGN, LAYOUT, AND DIMENSIONS WITH
ELEC. DWGS.
LIST OF ALTERNATES
AREA OF REMODELING WORK
EXTG. TO REMAIN
SECTION LEGEND
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
0
:
3
4
A
M
AE311
WALL
SECTIONS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/2" = 1'-0"
A3 WALL SECTION
SCALE: 1/2" = 1'-0"
A5 WALL SECTION
2 11/05/20 Addendum #2
02.09 EXISTING BEAM
02.26 EXISTING PRECAST CONC. FASCIA
02.27 EXISTING BRICK VENEER
02.28 EXISTING 12" X 8" X 16" CMU WALL
02.30 EXISTING ROOF, 2" RIGID INSULATION & 1 1/2" METAL
DECK
02.31 EXISTING ACOUSTIC CEILING TILE
02.33 EXISTING REGLET
02.34 EXISTING CONC. SLAB, 4 1/2" THICK
02.36 EXISTING GRAVEL
02.37 EXISTING CONC. FOUND. WALL, 16" THICK
02.38 EXISTING CONC. FOOTING
02.40 EXISTING STUCCO FINISHED CEILING
02.41 EXISTING OPEN WEB STEEL JOIST
02.46 EXISTING 7 1/2" CONC. SLAB BELOW 4" WOOD FINISH
03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR.
DWG.
03.07 CONCRETE STAIRS
05.02 STRUCTURAL BEAM, RE: STR. SCHEDULE
08.01 ALUMINUM STOREFRONT, RE: DOOR SCHEDULE
08.03 SCH'D DOOR
09.02 SCH'D CEILING, RE: RCP
09.07 PAINTED WALL
1 0 ' - 8 "
1 0 ' - 8 "
261F
NURSING
261B
C3C3
9' - 0"
1' - 8"2' - 2"
1 ' - 6 "
3 ' - 0 "
5 ' - 0 "
3 ' - 0 "
3 ' - 1 "
3 ' - 1 "
5' - 0"
10.07
10.02
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
5 ' - 0 "
5' - 0"
22.05
06.02
10.06
1 ' - 0 "
ALIGN
6 ' - 3 "
5' - 8"3' - 5"3' - 5"
6 ' - 3 "
10.01
12.05
1' - 2"
1' - 8"
3 ' - 0 "
2 ' - 4 "
1' - 2"
10.13
1 ' - 8 "
3 ' - 0 "10.08
C2
AE500
TYP.
22.07
10.16
10.15
1' - 8"
3 ' - 0 "
6"2' - 6"
5 ' - 0 "
6 "
3 ' - 8 "
6"1' - 6"
C1
AE500
22.01
22.07ADA
TYP.
10.01
2' - 5"3' - 0"3' - 0"3' - 1"3' - 2"5' - 0"
1 ' - 8 "
1 ' - 8 "
3' - 1"2' - 0"
22.01
10.07
10.01
10.02
10.06 06.02 22.05
10.01
3 ' - 3 "
3 ' - 3 "
3 ' - 3 "
3' - 4"
1 ' - 2 "
1 ' - 2 "
10.03
5' - 1"3' - 1"3' - 1"3' - 1"
5 ' - 6 "
2 ' - 2 "
2 ' - 2 "
5 ' - 6 "
22.02
10.08
22.07
4 ' - 3 "
6 ' - 4 "
3 ' - 1 1 "
3 ' - 1 "
3 ' - 0 1 /2 "
3 ' - 3 "
3 ' - 3 "
3 ' - 3 "
C2
AE500
3 ' - 1 "
3 ' - 0 "
6 ' - 4 "
4 ' - 7 "
3' - 4"3' - 4"
4 ' - 3 "
4' - 0"2' - 0"
2 ' - 1 0 "
1 ' - 7 "
4 ' - 5 "
TYP.
22.07
12.05
12.0712.07
ADA.
WOMEN'S
181
MEN'S
183
1' - 8"
1 ' - 8 "
C3
22.0506.02
5 ' - 1 "
3 ' - 1 "
3 ' - 1 "
4 ' - 1 0 "
4 ' - 0 "
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
22.01
10.01
5' - 1"
5' - 1"
10.07
22.02
10.03
10.02
C3
3' - 0"3' - 0"3' - 0"EQ.EQ.
3 ' - 1 "
3 ' - 0 "
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
5 ' - 1 "
1 ' - 9 1 /2 "
3' - 9"3' - 0"3' - 0"4' - 10"3' - 0"3' - 0"
24' - 2"7' - 0"
4 ' - 1 "
5 ' - 0 "
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
6 ' - 1 "
3 ' - 1 "
3 ' - 1 "
6 ' - 1 1 "
10.08
10.11
5' - 1"
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
3 ' - 1 "
5 ' - 1 "
1 ' - 2 "
1 ' - 2 "
1 ' - 8 "
C2
AE500
10.01
2' - 6"6"
2 ' - 6 "
6 "
1' - 8"
3 ' - 8 "
10.15
RR.
212
1' - 6"
22.07
1 ' - 5 "
1 ' - 0 "
10.08
10.01
1 ' - 6 "
6"3' - 0"
22.01
10.01
2 ' - 6 "
22.05
10.07
2"
1"
0"
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PROJECT NUMBER
12
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1
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2
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1
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:
5
0
:
4
0
A
M
AE400
RESTROOM
& SHOWER
ROOM
FLOOR
PLANS
JO
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W
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2
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SCALE: 1/4" = 1'-0"
A5 RESTROOM - WOMEN'S LOCKERS
SCALE: 1/4" = 1'-0"
A3 RESTROOM - MEN'S LOCKERS
06.02 SOLID SURFACE COUNTERTOP
10.01 ADA COMPLIANT GRAB BAR
10.02 TOILET PARTITION
10.03 URINAL PARTITION
10.06 PAPER TOWEL DISPENSER
10.07 TOILET PAPER DISPENSER
10.08 ADA BENCH
10.11 DRESSING PARTITION W/ BENCH
10.13 WALL MOUNTED ADJUSTABLE BRACKET SHELVES,
PROVIDE BLOCKING AS REQ'D
10.15
10.16
12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND
STRU. DWGS. FOR CONNECTION AND SUPPORT
12.07
22.01 WALL MOUNTED TOILET, RE PLUMBING DWG.
22.02 WALL MOUNTED URINAL, SEE PLUMBING
22.05 LAVATORY & FAUCET, RE PLUMBING DWG.
22.07 SHOWER FIXTURE, SEE PLUMBING
SCALE: 1/4" = 1'-0"
C5 MEN'S 183 & WOMEN'S 181 RESTROOMS
SCALE: 1/4" = 1'-0"
C3 RESTROOM - RR. 212
1 10/30/20 Addendum #1
DN
DN
C1
18
STAIR
S001
STAIR
S002
C1
AE401
C3
AE401
6 E Q . T R E A D S @ 1 1 "
5 ' - 6 "
3' - 8"
3 ' - 8 "
6 EQ. TREADS @ 11"
5' - 6"
05.11
03.07
03.07
E5
AE401
LEVEL 1C
81' -0"
LEVEL 1D
84' -4"
C1
C3
AE401
03.076 E Q . R I S E R @ 6 1 /2 "
3 ' - 4 "
AE401
E1
03.06
3 ' - 0 "
05.11
LEVEL 1C
81' -0"
LEVEL 1D
84' -4"
18C1
AE401
03.07
AE401
E1
6 E Q . R I S E R @ 6 1 /2 "
3 ' - 4 "
03.06
6 EQ. TREADS @ 11"
5' - 6"
PRECAST
CONCRETE
METAL GUARDRAIL
EXISTING 8" CMU
WALL
3
6 "
C1
STAIR
S003
6 E Q . T R E A D S @ 1 1 "
5 ' - 6 "
3' - 8"
C5
AE401
A1
AE401
03.07
03.06
LEVEL 1C
81' -0"
LEVEL 1D
84' -4"
C1
6 E Q . R I S E R S @ 6 1 /2 "
3 ' - 4 "
03.0703.06
AE401
E1
6 EQ. TREADS @ 11"
5' - 6"
E3
AE401
6 EQ.TREADS @ 11"
5' - 6"
GEOFAOM
FINISH MATERIAL
TO MATCH
ADJACENT
SURFACE
CAST IN PLACE
CONCRETE
EXISTING
CONCRETE SLAB
EXISTING FLOORING
LEVEL 1C
81' -0"
LEVEL 1D
84' -4"
C1
CAST IN PLACE CONCRETE,
PAINT BLACK ON
VERTICALCONCRETE
CAST IN PLACE CONCRETE
GEOFOAM
STAIR RISERS BEHIND
E3
AE401
GEOFOAM
CAST IN PLACE CONCRETEEXISTING FLOORING
EXISTING
CONCRETE SLAB
2"
1"
0"
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4
4
A
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AE401
STAIR
PLAN,
SECTIONS
& DETAILS
JO
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U
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2
3
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2
0
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SCALE: 1/2" = 1'-0"
A5 STAIR - S001 & S002
SCALE: 1/2" = 1'-0"
C1 STAIR SECTION - S001
03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR.
DWG.
03.07 CONCRETE STAIRS
05.11 METAL RAILING
SCALE: 1/2" = 1'-0"
C3 STAIR SECTION - S002
SCALE: 1 1/2" = 1'-0"
E5 STAIR STRINGER / HANDRAIL DETAIL
SCALE: 1/2" = 1'-0"
A3 STAIR - S003
SCALE: 1/2" = 1'-0"
C5 STAIR SECTION - 003
SCALE: 1" = 1'-0"
E1 PRECAST STAIR DETAIL
SCALE: 1/2" = 1'-0"
A1 STAIR SECTION - S003
SCALE: 1 1/2" = 1'-0"
E3 PLATFORM DETAIL
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
All stairs treads to be 11" min.
All stair riser height min 4" max 7"
14
D
D1
AE402
D2
AE402
C5
AE402
EQ 2' - 8"2' - 8"2' - 8"2' - 8"2' - 8"2' - 8"2' - 8"EQ
24' - 0"
03.09
A2
AE501
TYP.
05.11
TYP.
05.16
05.16
1' - 4"
4 ' - 0 "
14
LEVEL 2
91' -0"
LEVEL 1C
81' -0"
D1
AE402
D2
AE402
02.06 03.09
7 "
7 "
7 "
7 "
7 "
7 "
7 "
7 "
7 "
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
AE501
C2
SIM.
05.16
05.16
LEVEL 2
91' -0"
LEVEL 1C
81' -0"
AE501
A4
SIM.
LEVEL 2
91' -0"
LEVEL 1C
81' -0"
2A
89' -8"
1" X 1" BRUSHED STAINLESS
STEEL U-CHANNEL TOP RAIL
W/ PROTECTIVE INSERT
1/2" CLEAR TEMPERED GLASS
GUARDRAIL WITH POLISHED EDGES
CONCRETE SLABSEALANT,
COLOR: BLACK
BRUSHED STAINLESS
STEEL BASE CLADDING
J-TRIM,
MUDDED IN
FASCIA MOUNTED BASE SHOE
GLAZING GASKET
5x5x5/16" CONTINUOUS SUPPORT ANGLE
GYPSUM BOARD SOFFIT
3-5/8" STEEL STUDS
@ 24" O.C. MAX.
16 17
K
A5
AE300
A5
AE402
2"10' - 2"2"
2 ' - 2 "
2 "
2"10' - 2"2"
2 "
2 ' - 2 "
C5
AE500
C5
AE50005.1605.16
03.06
03.0603.09 03.09
TYP.TYP.
05.11 05.11
1 ' - 4 "
4' - 0"
1 ' - 4 "
4' - 0"
K
LEVEL 2
91' -0"
J1
TYPICAL LED
HANDRAIL AT AISLE
WITH EVEN STEPS
02.0602.06
03.09
TYP.
AE501
A5
2 ' - 1 0 "
SIMILAR EXCEPT TREADS AND
HANDRAIL ARE CONSISTENT
SLOPE AT NEW TREADS
7 "
7 "
7 "
7 "
7 "
7 "
7 "
7 "
7 "
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
1' - 4"
05.11
2"
1"
0"
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PROJECT NUMBER
12
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2
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1
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:
5
0
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4
8
A
M
AE402
STAIR
PLAN,
SECTIONS
& DETAILS
JO
H
N
W
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H
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I
N
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H
A
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3
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O
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E
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CO
N
S
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I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
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I
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1
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2
3
/
2
0
2
0
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X
B
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SCALE: 1/2" = 1'-0"
B1 ENLARGED GYM STAIR
SCALE: 1/2" = 1'-0"
C5 MAIN GYM STAIR SECTION
SCALE: 1/2" = 1'-0"
D1 WALL SECTION
SCALE: 1/2" = 1'-0"
D2 WALL SECTION
SCALE: 1/2" = 1'-0"
A1 ENLARGED MAIN GYM @ NEW STAIR,ADA LOCATION
SCALE: 1/2" = 1'-0"
A5 WALL SECTION
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
02.06 EXISTING TYP. REINFORCED CONCRETE BLEACHER
SEATING
03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR.
DWG.
03.09 CAST IN PLACE CONCRETE STEP, RE. STRU. DWG.
05.11 METAL RAILING
05.16 METAL RAILING W/ GLAZING PANEL
17
J
J1
CMU12
CUSTODIAN
176
P3S
P3S
A1
AE302
A5
AE300
176
1 6 ' - 1 "
08.06
19' - 9 1/2"
178
EQUIP. RM.
ALT. 2
17
J
J1
B7'-1"
C3
B9'-0"
C3
CUSTODIAN
176
02.09
(SLOPED)
EQUIP. RM.
178
ALT. 2
REFER TO ELECTRICAL PLANS
F5 P1B1
176
CUSTODIAN
AE410
C3
E3
E1 C1
178
EQUIP. RM.
ALT. 2
09.01
09.14
22.10
09.01
P1
P1
W2
09.10
B1
02.03
10.13
10.13
09.10
B1
P1P1
02.03
02.09
02.37 02.37
08.03
09.01
10.13
09.10
P1
B1
09.14
22.10
10.13
09.1010.13
B1
P1
P1
P1
W2
02.28
02.37
02.37
2"
1"
0"
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AE410
CUSTODIAN
ROOM 176
(ALTERNATE
1)
JO
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02.03 EXISTING CONC. COLUMN
02.09 EXISTING BEAM
02.28 EXISTING 12" X 8" X 16" CMU WALL
02.37 EXISTING CONC. FOUND. WALL, 16" THICK
08.03 SCH'D DOOR
08.06 SCH'D DOOR AND PARTITION IF ALTERNATE IS
ACCEPTED BY OWNER
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.10 WALL BASE
09.14 FRP. FINISH
10.13 WALL MOUNTED ADJUSTABLE BRACKET SHELVES,
PROVIDE BLOCKING AS REQ'D
22.10 FLOOR SINK, RE. PLUMBING DWG.
SCALE: 1/2" = 1'-0"
A5 CUSTODIAN ROOM 176 FLOOR PLAN (ALT. 1)
SCALE: 1/2" = 1'-0"
C5 CUSTODIAN RM. 176 RCP (ALT. 1)
SCALE: 1/2" = 1'-0"
A3 CUSTODIAN ROOM 176 FINISH PLAN (ALT. 1)
SCALE: 1/2" = 1'-0"
C3 CUSTODIAN - NORTH (ALT. 1)
SCALE: 1/2" = 1'-0"
E3 CUSTODIAN - SOUTH (ALT. 1)
SCALE: 1/2" = 1'-0"
C1 CUSTODIAN - WEST (ALT. 1)
SCALE: 1/2" = 1'-0"
E1 CUSTODIAN - EAST (ALT. 1)
2 11/05/20 Addendum #2
17
K
J1
A5
AE300
178
EQUIP. RM.
P3S
P3S
178
STAIR
1-L
ALIGN
176
CUSTODIAN
ALT. 1
17
K
J1
EQUIP. RM.
178
STAIR
1-L
B9'-0"
C3
F3 P1B4
178
EQUIP. RM.
06.03
AE411D1
D3
C3
06.02
M2
M1
1' - 3"
2 ' - 1 0 "
2 ' - 2 "
2 ' - 6 "
06.02
08.03
1' - 8"
P1
M2
09.10
B4
02.28
2 ' - 6 "
2 ' - 2 "
2 ' - 1 0 "
06.02
1' - 3"
1' - 8"
09.01
P1
M2
09.10
B4
08.03
09.01
P1
09.10
B4
3' - 0"3' - 0"
2 ' - 1 0 "
2 ' - 2 "
2 ' - 6 "
06.02
3' - 0"3' - 0"3' - 0"1' - 8"
260
1'-8"
260
1'-8"
260
1'-8"
260
1'-8"
302
1'-3"
302
1'-3"
302
1'-3"
M1M1M1M1
M2
301
1'-3"
3' - 0"1' - 8"1 1/2"1"
M1M1M1M1
1"1 1/2"
P1
P1
02.28
02.37
2"
1"
0"
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12
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9
A
M
AE411
EQUIPMENT
ROOM
(ALTERNATE
2)
JO
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SCALE: 1/2" = 1'-0"
A5 EQUIP. RM. FLOOR PLAN (ALT. 2)
SCALE: 1/2" = 1'-0"
C5 EQUIPMENT RM. 178 RCP (ALT. 2)
SCALE: 1/2" = 1'-0"
A3 ENLARGED EQUIPEMNT ROOM FINISH PLAN (ALT. 2)
02.28 EXISTING 12" X 8" X 16" CMU WALL
02.37 EXISTING CONC. FOUND. WALL, 16" THICK
06.02 SOLID SURFACE COUNTERTOP
06.03 BASE/UPPER CABINETS
08.03 SCH'D DOOR
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.10 WALL BASE
SCALE: 1/2" = 1'-0"
C3 EQUIPMENT ROOM - NORTH (ALT. 2)
SCALE: 1/2" = 1'-0"
D3 EQUIPMENT ROOM - SOUTH (ALT. 2)
SCALE: 1/2" = 1'-0"
C1 EQUIPMENT ROOM - WEST ((ALT. 2)
SCALE: 1/2" = 1'-0"
D1 EQUIPMENT ROOM - EAST ((ALT. 2)
1 10/30/20 Addendum #1
F6 T3-
207D
STORAGE
AE413
B5
D2
B4
D5
F7
23.02
23.04
6 ' - 6 "
1' - 3"
THIS STORAGE ROOM TO BE
TURNED INTO STEAM ROOM
09.12
TYP.
1/4" / 1'-0"
1 ' - 8 "
E Q
E Q
E Q
E Q
E Q
STEAM ROOM
207D
F6 T3-
261E
STORAGE
AE413 A2
A4
B2
A5
09.12
1 ' - 8 "
1' - 3"
4 ' - 8 "
23.02
THIS STORAGE ROOM TO BE
TURNED INTO STEAM ROOM
SIM.
1/4" / 1'-0"
23.04
E Q
E Q
E Q
E Q
F7
STEAM ROOM
261E
09.15
09.12
23.04
1 ' - 0 "
23.02
1 ' - 0 "
5 ' - 0 "
1 ' - 6 "
T3
F6
26.05
TYP.
09.15
08.034' - 6 "
1 ' - 6 "
T3
26.05
TYP.
09.15
1 ' - 0 "
5 ' - 0 "
23.02
TYP.
1 ' - 6 "
09.19
C6
T3
26.05
TYP.
09.15
09.12
1 ' - 0 "
23.04
1 ' - 6 "
T3
F6
09.19
C6
26.05
TYP.
09.15
1 ' - 6 "
4 ' - 6 "
T3
26.05
TYP.
09.15
09.12
23.04
6 ' - 0 "
23.02
1 ' - 6 "
F6
T3
5 ' - 0 "
1 ' - 0 "
26.05
TYP.
09.15
08.03
1 ' - 0 "
23.02
TYP.
1 ' - 6 "
T3
09.19
C6
26.05
TYP.
09.15
09.12
23.04
1 ' - 6 "
F6
T3
09.19
C6
26.05
TYP.
6 ' - 0 "
FINISH TAG LEGEND
F WB
101
ROOM NAME
SEE FINISH LEGEND ON SHEET AE610 FOR
FINISHES
X = KEEP EXISTING FINISH.
PATCH & REPAIR AS
REQUIRED
WALL FINISH
BASE FINISEFLOOR
FINISH
ROOM
NUMBER
FLOOR FINISH HATCH
LEGEND
CARPET
VCT
CONCRETE
TILE
TERAFLEX
2"
1"
0"
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PROJECT NUMBER
12
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5
1
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AE413
STEAM
ROOM
PLAN &
ELEVATION
(ALTERNATE
3)
JO
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SCALE: 1/2" = 1'-0"
D6 MEN'S EMPLOYEE STEAM ROOM 207D (ALT.3)
SCALE: 1/2" = 1'-0"
A6 WOMEN'S EMPLOYEE STEAM ROOM 261E (ALT.3)
SCALE: 1/2" = 1'-0"
A5 STEAM ROOM 261E - NORTH (ALT.3)
SCALE: 1/2" = 1'-0"
A4 STEAM ROOM 261E - SOUTH (ALT.3)
SCALE: 1/2" = 1'-0"
A2 STEAM ROOM 261E - WEST (ALT.3)
SCALE: 1/2" = 1'-0"
B2 STEAM ROOM 261E - EAST (ALT.3)
SCALE: 1/2" = 1'-0"
B5 STEAM ROOM 207D - NORTH (ALT.3)
SCALE: 1/2" = 1'-0"
B4 STEAM ROOM 207D - SOUTH (ALT.3)
SCALE: 1/2" = 1'-0"
D5 STEAM ROOM 207D - WEST (ALT.3)
SCALE: 1/2" = 1'-0"
D2 STEAM ROOM 207D - EAST (ALT.3)
08.03 SCH'D DOOR
09.12 SCH'D SEAT TILE
09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG.
09.19 SCH'D CEILING TILE
23.02 STEAM HEAD
23.04 TEMPERATURE SENSOR
26.05
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
4 Date 4 ASI #1
B
LEVEL 2
91' -0"
LEVEL 3
109' -0"
02.3002.26
02.09
02.27
02.29 02.41
05.06
02.35
02.36
02.44
08.03
FIN. CLG.
09.01
09.18
09.15
09.19
05.06
09.1809.12 BULL NOSE
FRONT EDGE
1 ' - 6 "
1' - 8"
03.08
32.08
23.05
AE414
A1
D1
AE414
99' - 0"
E
LEVEL 2
91' -0"
FIN. CLG.
02.39
03.08
BULL NOSE
FRONT EDGE
23.05
08.03
05.06 1 ' - 6 "
1' - 8"
32.08
02.35
02.36
100' - 0"
05.17 09.01
09.15
09.01
05.06
02.02
AE414
B1
SIM.
D1
AE414
SIM.
08.02
99' - 0"
1
B
D2
AE414
207D
7' - 8"
1 3 ' - 9 "
A1
AE414
SIM.
C5
AE402
SIM.
STEAM ROOM
207D
A2
AE414
26
1
E
6' - 9"
4 ' - 9 "
1 0 ' - 0 "
B1
AE414
D1
AE414
SIM.
SIM.
STEAM ROOM
261E
1/2" CEMENTITIOUS
BACKER UNIT
SCH'D WALL TILE
MORTAR
GROUT
3 5/8" METAL STUD
EXISTING
FACE BRICK
EXISTING
CMU
1/2" CEMENTITIOUS
BACKER UNIT
SCH'D
CEILING TILE,
6" METAL STUD
BATT INSULATION
MORTAR
SEALED SLIP JOINT
WATERPROOF
MEMBRANE
WATERPROOF
MEMBRANE
1/2" CEMENTITIOUS
BACKER UNIT
SCH'D WALL TILE
MORTAR
GROUT
1 5/8" METAL STUD
1/2" CEMENTITIOUS
BACKER UNIT
SCH'D
CEILING TILE,
SLOPED
6" METAL STUD
MORTAR
SEALED SLIP JOINT
EXISTING WALL
WATERPROOF
MEMBRANE
WATERPROOF
MEMBRANE
2 " / 1 ' -0 "
1/2" CEMENTITIOUS
BACKER UNIT
SCH'D
WALL TILE
MORTAR
GROUT
3 5/8" METAL STUD
1/2" CEMENTITIOUS
BACKER UNIT
SCH'D
CEILING TILE,
SLOPED
6" METAL STUD
MORTAR
SEALED SLIP JOINT
2 " / 1 ' -0 "
SCH'D
WALL TILE
5/8"
GYP. BOARD
MORTAR
GROUT
LOCKER
ROOM
STEAM
ROOM
WATERPROOF
MEMBRANE
WATERPROOF
MEMBRANE
1
B
8'-0" D
C6
08.02
A9'-0"
C4
8 ' - 9 "
STEAM ROOM
207D
2" / 1'-0"2" / 1'-0"
1' - 2"
3 ' - 3 "
4 ' - 9 "
3 ' - 3 "
3' - 9"
08.02 A9'-0"
C4
STEAM ROOM
261E
8'-0" D
C6
2" / 1'-0"2" / 1'-0"
1 ' - 2 "
3 ' - 8 "
4 ' - 1 "
CEILING FINISH LEGEND
A -GYPSUM
C -OPEN TO STRUCTURE
B -ACOUSTIC CEILING TILE
D -PORCELAIN TILE
CEILING LEGEND
SURFACE MOUNTED
FLUORESCENT
OR LED FIXTURE
MECHANICAL
FIXTURES
FIRE SPRINKLERS
RECESSED LIGHT
WALL MOUNTED
FLUORESCENT
OR LED FIXTURE
XTG
FINISH
A
CEILING
HEIGHT
CEILING TYPE
CEILING FINISH
XTG = EXISTING CEILING HEIGHT
SEE SHEET AE610 FOR FINISH LEGEND
CEILING TYPES:
A = GYPSUM BOARD
B = ACOUSTIC CEILING TILES
C = OPEN TO STRUCTURE
D = PORCELAIN TILE
X = EXISTING FINISH TO REMAIN
2X4 FLUORESCENT
OR LED FIXTURE
2X2 FLUORESCENT
OR LED FIXTURE
STRIP FLUORESCENT
OR LED FIXTURE
2"
1"
0"
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PROJECT NUMBER
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STEAM
ROOM
PLAN,
SECTION &
DETAILS
(ALTERNATE
3)
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SCALE: 1/2" = 1'-0"
D2 STEAM ROOM 207D SECTION (ALT.3)
SCALE: 1/2" = 1'-0"
A2 STEAM ROOM 261E SECTION (ALT.3)
02.02 EXISTING WALL TO REMAIN
02.09 EXISTING BEAM
02.26 EXISTING PRECAST CONC. FASCIA
02.27 EXISTING BRICK VENEER
02.29 EXISTING 8" X 8" X 16" CMU WALL
02.30 EXISTING ROOF, 2" RIGID INSULATION & 1 1/2"
METAL DECK
02.35 EXISTING CONC. SLAB ON GRAD, 4" THICK
02.36 EXISTING GRAVEL
02.39 EXISTING 4 1/2" CONC.SLAB ON 1 1/2" METAL DECK
02.41 EXISTING OPEN WEB STEEL JOIST
02.44 EXISTING CONC. FOUND. WALL 12" THICK
03.08 8" CONCRETE HOUSEKEEPING PAD WITH 1/2"
CHAMFER
05.06 3 5/8" METAL STUD
05.17 1 1/2" METAL FURRING
08.02 CEILING ACCESS PANEL
08.03 SCH'D DOOR
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.12 SCH'D SEAT TILE
09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG.
09.18 CEMENTITIOUS BACKER UNIT
09.19 SCH'D CEILING TILE
23.05 STEAM GENERATOR
32.08 4" GRAVEL
SCALE: 1/2" = 1'-0"
D6 STEAM ROOM 207D FLOOR PLAN (ALT.3)
SCALE: 1/2" = 1'-0"
A6 STEAM ROOM 261E FLOOR PLAN (ALT.3)
SCALE: 1 1/2" = 1'-0"
A1 STEAM ROOM WALL ASSEMBLY
SCALE: 1 1/2" = 1'-0"
B1 STEAM ROOM WALL ASSEMBLY
SCALE: 1 1/2" = 1'-0"
D1 STEAM ROOM WALL ASSEMBLY
SCALE: 1/2" = 1'-0"
D5
STEAM ROOM 207D
REFLECTED CEILING PLAN @ 91' - 0" (ALT.3)
SCALE: 1/2" = 1'-0"
A5
STEAM ROOM 261E
REFLECTED CEILING PLAN @ LEVEL 91' - 0" (ALT.3)
2 11/05/20 Addendum #2
4 Date 4 ASI #1
4"
#4 REBARS @ 18" O.C. EACH
WAY, ALSO RE. STRU. DWG.
#4 REBARS @ 32" O.C. EPOXY
DOWEL INTO EXISTING CONC.
SLAB, ALSO RE. STRU. DWG.
GEOFOAM
EXISTING
SUSPENDED
CONCRETE TIERS
#4 REBARS @ 16" O.C. EPOXY
DOWEL INTO EXISTING CONC.
TIERS, ALSO RE. STRU. DWG.
1/2" FROSTED TEMPERED
GLASS GUARDRAIL W/ 1/2"
JOINTS EVERY 4' MAX &
POLISHED EXPOSED EDGES
EXSTING
FLOOR MOUNT SEAT
1" X 1" STAINLESS STEEL U-
CHANNEL TOP RAIL W/
PROTECTIVE INSERT
GLAZING GASKET
SEALANT,
BLACK, @ EACH SIDE
2 ' - 2 "
1" X 1" STAINLESS STEEL U-
CHANNEL TOP RAIL W/
PROTECTIVE INSERT
ROUND CORNER
ALUMINUM BASE SHOE
STAINLESS STEEL
CLADDING TO MATCH
RAILINGS EACH SIDE
OF BASE SHOE
STAINLESS STEEL ENDCAPS @
EVERY BASE SHOE TERMINATION -
TO MATCH RAILING
4 1 /2 "1/2" X 4" STEEL PLATE
1/2" CAP SCREW
@ 12" O.C.
2"
W/ WALL BACK SUPPORT
20" TO 24"1"
1 7 " T O 1 9 "
WALL ATTACHED
ADA BENCH
EXISTING WALL
PARTITION
EXISTING CONC.
SLAB ON GRADE
INSTALL BLOCKING
IN WALL AS
REQUIRED TO
ANCHOR BENCH
EXISTING WALL
SCH'D WALL PARTITION
3 5/8" METAL STUD
MIRROR
ATTACHED TO
THE LOCKER
SOLID PLASTIC LOCKER
CONC. SLAB ON GRADE
SCH'D TILE BASE
FLOOR TILE ON
SLOPED MORTAREXISTING CONC.
SLAB ON GRADE
CMU BASE
20 GA. SLOPED CAP TOP W/
20 GA. CLOSURE @ EA. END
OF A LOCKER RUN
20 GA. GUSSET @ 4' -0" O/C
2 "
1 ' - 8 "
5 "
MECH. EXHAUST DUCT, RE. MECH. DWG.
MTL. STUD FURRING & INSULATION TO SPAN
FROM FLOOR TO FLOOR @ ALL EXTERIOR
WALL LOCATIONS
1 ' - 4 "
SOLID PLASTIC LOCKER
EXISTING WALL
CONC. SLAB ON GRAD
SCH'D WALL
EXISTING CONC.
SLAB ON GRADE
SCH'D TILE BASE
FLOOR TILE ON
SLOPED MORTAR
CMU BASE
20 GA. SLOPED CAP TOP W/
20 GA. CLOSURE @ EA. END
OF A LOCKER RUN
20 GA. GUSSET @ 4' -0" O/C5"
3"1' - 3"
2 "
1 ' - 4 "
MECH. VENTED CAVITY
1" SOLID SURFACE
SOLID PLASTIC LOCKER
CMU BASE
TILE BASE
FLOOR TILE ON
SLOPED MORTAR
CONC. SLAB
ON GRADE
1/2" PLYWOOD
ON 2X3 (2)
TREATED WOOD
20 GA. SLOPED CAP TOP W/
20 GA. CLOSURE @ EA. END
OF A LOCKER RUN
20 GA. GUSSET @ 4' -0" O/C
5 "
1' - 0"
1 "
1 ' - 4 "
2 "
1' - 3"3"1' - 3"
MECH. VENTED CAVITY
CMU BASE
LOCKER
1X4 SLEEPER
20 GA. SLOPING CAP TOP W/
20 GA. CLOSURE @ EACH
END OF LOCKER RUN
20 GA. GUSSETS @ 4' -0" O/C
SCH'D WALL
PARTITION
SCH'D TILE
SCH'D TILE BASE
THICK SET FLOOR TILE,
SLOPED TO DRAIN
CONC. SLAB
ON GRADE
6 "
8 "
MECH. VENTED CAVITY
NEW CMU WALL
EXISTING BRICK WALL
7/8" HAT CHANNEL
5/8 TYPE X GYP. W/
TEXTURED PAINT
1 1/2”X 2”STAINLESS
STEEL TRIM, MATCH
EXISTING
(2) LAYER TYPE X. GYP.
PAINT, RE. FINISH SCHEDULE
2" X 2" X 4' STAINLESS STEEL
CORNER GUARD, TYP. AT ALL
EXPOSED GYP. BOARD
VERTICAL CORNERS
EXISTING COLUMN
3 5/8" METAL STUD, TYP.
NOTE: APPLY THIS DETAIL TO ALL EXPOSED/EXISTING COLUMN AND
BEAM THAT ARE RELATED TO THE PROJECT
M I N .
4 "
D E P T H V A R I E S
MIN.
4"
MIN.
4"
EXPANSION
JOINT
EXPANSION JOINT
CONCRETE SLAB AND/OR
RAMP SEE STRUCTURAL
GRAVEL
EARTH
STAINLESS STEEL GRATE
W/ WALL BACK SUPPORT
20" TO 24"1"
1 7 " T O 1 9 "
WALL ATTACHED ADA
FOLDING BENCH
SCH'D WALL
EXISTING CONC.
SLAB ON GRADE
INSTALL BLOCKING
IN WALL AS
REQUIRED TO
ANCHOR BENCH
1 ' - 3 "
5 1/2"
2"
1"
0"
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AE500
DETAILS
JO
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SCALE: 1 1/2" = 1'-0"
C5 ADA SEATNG PLATFORM DETAIL
SCALE: 1 1/2" = 1'-0"
C2 ADA FIXED SEATING DETAIL
SCALE: 1 1/2" = 1'-0"
A4 LOCKER SECTION
SCALE: 1 1/2" = 1'-0"
A3 LOCKER SECTION
SCALE: 1 1/2" = 1'-0"
A1 LOCKER SECTION
SCALE: 1 1/2" = 1'-0"
C3 LOCKER SECTION
SCALE: 1 1/2" = 1'-0"
D2 CMU/BRICK WALL DETAIL
SCALE: 1 1/2" = 1'-0"
E2 2 HR. RATED COLUMN WRAP DETAIL
SCALE: 1 1/2" = 1'-0"
D1 TRENCH DRAIN DETAIL
SCALE: 1 1/2" = 1'-0"
C1 ADA FOLDING SEATING DETAIL
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
1/2" CLEAR
TEMPERED
GLASS
A4
AE501
ALUMINUM
COMPOSITE PANEL
SCHEDULED BASE
1/2" WIDE ALUMINUM
COMPOSITE PANEL JOINT
1" SQUARE
STAINLESS
U TOP TRIM
STAIR RISERS
BEHIND
1/2" WIDE GLASS
OPEN JOINT -POLISHED
EDGES
1 1/2"
3 ' - 6 "
1 "
2 ' - 1 0 1 /2 "
6 1 /2 "
1/2" CLEAR
TEMPERED
SAFETY GLASS
GUARDRAIL
A4
AE501
ALUMINUM
COMPOSITE PANEL
1/2" WIDE ALUMINUM
COMPOSITE PANEL
JOINT
1" SQUARE STAINLESS
U TOP TRIM
CONCRETE STAIR RISERS WITH
WOOSTER ANTI-SLIP NOSING
CAST INTO EACH RISER
1/2" WIDE GLASS OPEN
JOINT -POLISHED EDGES
1" SQUARE STAINLESS U
TOP TRIM
3 ' - 6 "
1 "
2 ' - 1 0 1 /2 "
6 1 /2 "
3 ' - 6 "
1 1/2"
C1
AE501
C2
AE501
A4
AE501
GYP. BOARD REVEAL
MITER CORNERS TYP.
2" TYP.
2 " T Y P .
2"
FASTENER.
RE: MFR. RECOMMENDATION
TAPE & JOINT COMPOUND
FRY REGLET REVEAL
SCHEDULED PARTITION
5/8" GYP. BOARD PANEL
SCHEDULED
PARTITION
5/8" GYP. BOARD PANEL
TAPE & JOINT COMPOUND
ALUMINUM TRIM GYPSUM
BOARD FLUSH BASE
4 "
FINISH FLOOR
NOTE: ALIGN
FINISHED SURFACES
4 1 /2 "
1/4" CLEAT
3/4" WOOD VENEER
PLY. PANEL
1" ALUMINUM CHANNEL
BASE W/ RETURN KEY
FINISH FLOOR
5/8" GYP. BOARD
OR EXISTING
SUBSTRATE
METAL FURRING
SCHEDULED BASE SOLID WOOD BLOCKING TO
ALIGN FACE OF BASE WITH
FACE OF WOOD PANEL
SEALANT, COLOR: BLACK
PARTITION
SCH'D
1"
6 1 /2 "
1"
1 1 /2 "
1"1"
HORIZONTAL SOLID
WOOD SUPPORT,
PAINTED BALCK @ 24"
O.C. VERTICALLY
SOLID OAK,
VERTICAL SLAT GRILLE,
STAINED TO MATCH EXISTING
WOOD PANELING
1 1/2" X 3/4" VERTICAL
HARDWOOD SLATS ATTACHED
TO 3/4" THICK PLYWOOD PANEL
SCHEDULED BASE
SCHEDULED PARTITION
SOLID WOOD BLOCKING TO
ALIGN FACE OF BASE WITH
FACE OF WOOD SLATS
PREFINISHED FLAT BLACK
SHEET METAL FLASHING,
FINISH BEHIND WALL BASE
TAPER BOTTOM OF SLATS TO
ACCOMODATE FLASHING
2 1/2"PARITION
SCH'D
1 1/2" X 3/4" VERTICAL
HARDWOOD SLATS @ 1 1/2" O.C.
ATTACHED TO SOLID WOOD
FRAME. VERTICAL SLAT PANEL
SHALL HAVE REMOVABLE
PORTION FOR MAINTENANCE
SCHEDULED BASE
SOLID WOOD BLOCKING TO
ALIGN FACE OF BASE WITH
FACE OF WOOD SLATS
PAINT EXPOSED TOP OF
BLOCKING FLAT BLACK
2X4 HORIZONTAL FRAME @24"
O.C. MAX, PAINTED FLAT BLACK
ALL SIDES
2X4 VERTICAL FRAME @24"
O.C. MAX, PAINTED FLAT BLACK
ALL SIDES
SOLID WOOD BLOCKING
SUPPORTING FRAME
1 /2 "
PREFINISHED FLAT BLACK
SHEET METAL FLASHING, FINISH
BEHIND WALL BASE
ALUMINUM COMPOSITE PANEL
CLIPPED TO PLYWOOD
SUBSTRATE
3/4" FIRE RETARDANT TREATED
PLYWOOD
SCHEDULED BASE
1/2" X 4" STEEL BASE PLATE
SOLID WOOD BLOCKING TO
ALIGN FACE OF BASE WITH
FACE OF ALUMINUM PANEL
SEALANT, COLOR: BLACK
WRAP ALUMINUM FINISH
AROUND END OF PANEL
3"PARTITION
SCH'D
3 ' - 6 "
1" X 1" BRUSHED STAINLESS
STEEL U-CHANNEL TOP RAIL W/
PROTECTIVE INSERT
1/2" CLEAR TEMPERED GLASS
GUARDRAIL WITH POLISHED EDGES
CONCRETE SLAB
SEALANT,
COLOR: BLACK
BRUSHED STAINLESS
STEEL BASE CLADDING
J-TRIM, MUDDED IN
PARTITION
SCH'D
FASCIA MOUNTED
BASE SHOE
GLAZING GASKET
EXISTING STRUCTURAL BEAM,
BO. ELE. 89' -8", VERIFY
CONCRETE
STEPPED
AISLE
CORE DRILL CONCRETE
AND SET TOP AND BOTTOM
POSTS IN EPOXY GROUT
POWER SUPPLY FOR LED
LIGHT FROM BELOW AND
TRAVELS UP POST
2 ' - 1 0 "
1 1/2" DIAMETER STAINLESS
STEEL HAND RAIL
1 1/2" DIA STAINLESS STEEL
BALUSTER POST -REFER
TO ELEVATION
1 1/2" DIAMETER STAINLESS
STEEL MID RAIL WITH LED LIGHT
STRIP, CONTINUOUS BETWEEN
HANDRAIL BRACKETS
1 ' - 0 "
1 ' - 0 "
1 1/2" DIAMETER STAINLESS
STEEL MID RAIL
2 ' - 1 0 "
1 1/2" DIAMETER STAINLESS
STEEL HAND RAIL
EXISTING
CONCRETE
STEPPED AISLE
1 1/2" DIA STAINLESS STEEL
BALUSTER POST -REFER
TO ELEVATION
CORE DRILL CONCRETE
AND SET POST IN EPOXY
GROUT
ADA COMPLIANT STAINLESS
STEEL POST CAP WITH
ADJUSABLE RAILING BRACKET.
1 1/2" DIAMETER STAINLESS
STEEL MID RAIL WITH LED LIGHT
STRIP, CONTINUOUS BETWEEN
HANDRAIL BRACKETS
1 ' - 0 "
1 ' - 0 "
1 1/2" DIAMETER STAINLESS
STEEL MID RAIL
3 ' - 6 "
1" X 1" STAINLESS STEEL
U-CHANNEL TOP RAIL W/
PROTECTIVE INSERT
1/2" CLEAR TEMPERED GLASS
GUARDRAIL WITH POLISHED EDGES
SEALANT, COLOR: BLACK
GLAZING GASKET
ALUMINUM COMPOSITE PANEL
CLIPPED TO PLYWOOD
SUBSTRATE
CONCRETE SLAB
3/4" FIRE RETARDANT TREATED
PLYWOOD
SCHEDULED BASE
6"
1/2" X 4" STEEL BASE PLATE
SEALANT,
COLOR: BLACK
SOLID WOOD BLOCKING TO
ALIGN FACE OF BASE WITH
FACE OF ALUMINUM PANEL
STRUCTURAL TAPE AND EPOXY
ALUMINUM WRAPS UP AND
OVER SILL
SOLID WOOD BLOCKING
SEALANT, COLOR: BLACK
WRAP ALUMINUM FINISH
AROUND END OF PANEL
6 1 /2 "
2 "
SLOPED 10"
CHANNEL,
MATCH STAIR
RISER ANGLE
CORE DRILL AND SET
RAILING POST IN EPOXY
GROUT COORDINATE
CORE LOCATION WITH
STRUCTURAL ENGINEER -
TYPICAL AT ENDS
D1
AE501
D2
AE501
POWER SUPPY FOR LED
LIGHTED HANDRAIL
TRAVELS UP THROUGH
FLOOR SLAB FROM
BELOW
POWER SUPPY FOR LED LIGHTED
HANDRAIL TRAVELS UP THROUGH
FLOOR SLAB FROM BELOW
1 1/2" DIAMETER
STAINLESS STEEL
HAND RAIL TURNED
DOWN AT ENDS TO
FORM POSTS
1 1/2" DIAMETER STAINLESS STEEL HAND
RAIL WITH LED LIGHT STRIP, CONTINUOUS
BETWEEN HANDRAIL BRACKETS
4"
4"
R 6 "
R 6"
EXISTING BEAM BELOW
STEPPED AISLE-TYP
EXISTING STEPPED CONCRETE
SLAB FOR SEATING-TYP
EXISTING CONCRETE RISER
FOR STEPPED AISLE-TYP
HANDRAIL HEIGHT NOTE:
EXISTING STEPPED AISLES WERE CONSTRUCTED UNDER
PREVIOUS BUILDING CODE WHICH ALLOWED NON-UNIFORM
TREADS. IT IS TECHNICALLY INFEASIBLE TO REVISE THE
STEPPED AISLES TO A UNIFORM TREAD LENGTH. DUE TO THIS
NON-UNIFORM SLOPE ANGLE, THE HANDRAIL SLOPE VARIES
ABOVE THE NOSING OF THE RISER; THE HEIGHT OF THE
HANDRAIL ABOVE EACH NOSING SHALL BE WITHIN THE 34-38"
REQUIRED BY CURRENT 2018 IBC.
2 ' - 1 0 "
3 ' - 1 "
1
'
-
0
"
D2
AE501
91' - 0"
2 ND LEVEL
LANDING
ROW 9
ROW 8
ROW 7
ROW 6
ROW 5
ROW 4
ROW 3
ROW 2
ROW 1
80' - 9 1/2"
4"
ADA-COMPLIANT POST
CAP WITH
ADJUSTABLE
MOUNTING BRACKET
TYPICAL -SEAT ROW NUMBER
2' - 4" +/-
2' - 4"
5' - 8"2' - 4"5' - 8"2' - 4"5' - 8"
2"
1"
0"
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2
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5
1
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4
A
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AE501
DETAILS
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SCALE: 1/2" = 1'-0"
C1 GLASS GUARDRAIL
SCALE: 1/2" = 1'-0"
C2 GLASS GUARDRAIL
SCALE: 1/2" = 1'-0"
A1 ENLARGED GLASS GUARDRAIL
SCALE: 1 1/2" = 1'-0"
B6 GYPSUM BOARD REVEAL INTERSECTION
SCALE: 1 1/2" = 1'-0"
C5 TYPICAL GYPSUM BOARD REVEAL PLAN
SCALE: 1 1/2" = 1'-0"
B5 TYPICAL GYPSUM BOARD PANELING SECTION
SCALE: 1 1/2" = 1'-0"
A6 TYPICAL BASE @ PLYWOOD PANELING SECTIONSCALE: 1 1/2" = 1'-0"
C4 WOOD SLAT PLAN
SCALE: 1 1/2" = 1'-0"
D5 WOOD SLAT BASE DETAIL
SCALE: 1 1/2" = 1'-0"
D4 WOOD SLAT BASE DETAIL @ RETURN AIR
SCALE: 1 1/2" = 1'-0"
D6 ALUMINUM PANEL BASE DETAIL
SCALE: 1 1/2" = 1'-0"
A2 GLASS GUARDRAIL DETAIL @ WALKWAY
SCALE: 1 1/2" = 1'-0"
D1 STEPPED AISLE HANDRAIL DETAIL
SCALE: 1 1/2" = 1'-0"
D2 STEPPED AISLE HANDRAIL INTERMEDIATE POST DETAIL
SCALE: 1 1/2" = 1'-0"
A4 GLASS GUARDRAIL DETAIL @ BLEACHER
SCALE: 1/2" = 1'-0"
A5 TYPICAL EXISTING STEPPED AISLE LED LIGHTED HANDRAIL DETAIL
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
4 Date 4 ASI #1
All handrail to be compliant with Sec
1014
LEVEL 2
91' -0"
1 1 ' - 4 "
1 ' - 4 "
9 ' - 0 "
2 ' - 4 "
8 ' - 8 "
3"
1 ' - 2 "
1 ' - 8 "
4 "
1' - 7"
3/4" TOE KICK
NATURAL WOOD
MILLWORK FRONT
WOOD VENEER
GLASS DISPLAY CASE
W/ SLIDING DOORS
GLASS
SHELVES
CUSTOME
WOOD GRILLE
6 ' - 0 "
STAINLESS STEEL
BASEBOARD
1' - 4"
6"
1 ' - 1 1 1 /2 "
1 ' - 4 "
1 ' - 4 "
1 ' - 4 1 /2 "
EXISTING
CONC. SLAB
EXISTING CONC.
TOPPING SLAB
EXISTING CMU
WALL W/ WOOD
PANEL
SPRAY APPLIED
FIREPROOFING
STEEL TUBE
3/4" FIRE
RETARDANT
TREATED
PLYWOOD
WRAP ALUMINUM
FINISH AROUND
PANEL END
3"
AE502
A2
2 ' - 4 "
99' - 8"
3"
NORTH
EXIT
E003
EXISTING
CONC. SLAB
EXISTING CONC.
TOPPING SLAB
EXISTING CMU
WALL W/ WOOD
PANEL
SCH'D CEILING
DOOR
FRAME
SCH'D
WALL
PARTITION
SPRAY APPLIED
FIREPROOFING
STEEL TUBE
3/4" FIRE
RETARDANT
TREATED
PLYWOOD
WRAP ALUMINUM
FINISH AROUND
PANEL END
1 5/8" STEEL
STUD LEDGER
CONTINUOUS
LED STRIP LIGHT
WITH DIFFUSER
SCH'D DOOR
L
NORTH
EXIT
E003
EXISTING STUD
WALL W/ WOOD
PANEL
DOOR
FRAME
SCH'D
WALL
PARTITION
SCH'D DOOR
EXISTING
CONC. SLAB
EXISTING CONC.
TOPPING SLAB
SCH'D CEILING
BASE MILLWORK
TOP MILLWORK
1/4" TEMPERED GLASS
BASE GLIDER
UPPER ROLLERS
2"
1"
0"
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PROJECT NUMBER
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A
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AE502
DETAILS
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0
2
0
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SCALE: 1 1/2" = 1'-0"
A5 WOOD SLAT WALL AT DISPLAY
SCALE: 1 1/2" = 1'-0"
A3 INTERIOR NORTH WALL DETAIL AT LIGHT LOCK
SCALE: 1 1/2" = 1'-0"
C3 INTERIOR SOUTH WALL DETAIL AT LIGHT LOCK
SCALE: 1 1/2" = 1'-0"
A2 DISPLAY CASE GLASS DETAIL
1 10/30/20 Addendum #1
R I M @ 1 0 ' - 0 " A .F .F .
3 X 2
WELDED
BRACE
FLOOR FINISH
AE503
A6
FLOOR FINISH
1 0 ' - 0 "
JACKKNIFING
SIDE BRACE
1/4, 7 X 19
AIRCRAFT
CABLE
6-5/8" O.D.
MAIN DROP PIPE
3-1/2" O.D.
PIPE
AE503
B6
SIM.
AE503
C6
2"
1"
0"
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PROJECT NUMBER
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2
0
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5
1
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1
7
A
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AE503
DETAILS
JO
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A
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SCALE: 1 1/2" = 1'-0"
A6 HINGE CLAMP
SCALE: 1/2" = 1'-0"
A5 BAKSETBALL BACKSTOP
SCALE: 1 1/2" = 1'-0"
B6 BEAM CLAMP
SCALE: 1 1/2" = 1'-0"
C6 BRACE CLAMP
SCALE: 1/2" = 1'-0"
A3 BASKETBALL BACKSTOP
2 11/05/20 Addendum #2
THIS ENTIRE SHEET IS FOR
REFERENCE ONLY, ALSO REFER TO
STRUCTURAL DWG. AND
MANUFACTURER PRODUCT INFO.
SINGLE PLY ROOFING
EXTG. OR NEW INSULATION
EXISTING METAL ROOF DECK
1 2 " M I N . @ H I G H E S T P T .
COVER BOARD IF APPLICABLE
6" MIN.
EXTG. SINGLE PLY ROOFING
STL. TUBE, RE. STR. DWG
3 5/8" MTL. STUD BETWEEN STL. TUBES
2" RIGID INSULATION
5/8" EXT. SHEATHING
STL . CHANNEL, RE. STR. DWG.
RTU
MECH. DUCT
BLACK BUTYL
SEALANT
ALUMINUM
RETAINER CAP
POLYURETHANE
SEALANT
FASTENERS
EXISTING ROOF
CURB
ACRYLIC OUTER DOME
ACRYLIC INNER DOME
CONDENSATE PROVISION
SANTOPRENE
THERMOPLASTIC
GASKET (UL LISTED)
CONDENSATE
WEEP HOLES
SEALANT
ALUMINUM CURB FRAME
SINGLE PLY ROOFING,
MATCH EXISTING
6" WIDE LAP STRIP
EXISTING ROOFING
12" MIN.
1 2 " M I N .
1 "
PREFINISHED METAL
FLASHING, AS
REQUIRED
EXISTING
SURFACE
MO
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A
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Y
BASE FLASHING
FLASHING
SEAM EDGE TREATMENT
4 "9 " M I N .
SEALANT
VARIES
VENT STACK
1/2" GYPSUM
PROTECTION BOARD,
MATCH EXISTING, IF
REQUIRED
5/8" GLASS MAT
SINGLE PLY. ROOFING,
MATCH EXISTING
OVERLAP
1' - 0"
2"
1"
0"
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PROJECT NUMBER
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8
A
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AE504
ROOF
DETAILS
JO
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SCALE: 1 1/2" = 1'-0"
A1 TYPICAL MECH. UNIT CURB DETAIL
SCALE: 6" = 1'-0"
A3 TYPICAL SKYLIGHT DETAIL
SCALE: 1 1/2" = 1'-0"
A5 TYPICAL PIPE PENETRATION
2 11/05/20 Addendum #2
SCHEDULED TILE
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
SCHEDULED TILE
CONCRETE SLAB
TILE MOVEMENT JOINT TO BE
INSTALLED IN ACCORDANCE
WITH TCNA EJ171 STANDARD;
SEALANT TO MATCH GROUT
COLOR.
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
3 /4 "
SCHEDULED TERAFLEX
AND BACKING.
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
VINYL COMPOSITION TILE
CONCRETE SLAB
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
3 /4 "
8" DIA. DRAIN
CUT-OUT
4"
3 /8 "
CENTER LINE
OF DRAIN
SCHEDULED SHEET FLOORING
EDGE "T" TO COVER MARINE-GRADE
SILICONE SEALANT AT JOINT,
1/8" AND 3/16" MATERIAL THICKNESS
T-SHAPED RUBBER
WATER STOPPER
SHOWER PAN INSERT
GYPCRETE UNDERLAYMENT
INTEGRAL LEVEL SUPPORT
SOUND MAT
3/4" FLOOR SHEATHING
CONCRETE
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
SCHEDULED VINYL
COMPOSITION TILE.
CONCRETE SLAB
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
3 /4 "
CONCRETE
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
SCHEDULED TILE
CONCRETE SLAB
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
3 /4 "
CONCRETE
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
SCHEDULED TERAFLEX
AND BACKING.
CONCRETE SLAB
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
3 /4 "
CONCRETE
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
CONCRETE SLAB
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
CONCRETE
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
SCHEDULED CARPET
AND BACKING
CONCRETE SLAB
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
3 /4 "
SCHEDULED CARPET AND
BACKING.
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
VINYL COMPOSITION TILE
CONCRETE SLAB
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
3 /4 "
SCHEDULED CARPET AND
BACKING.
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
SCHEDULED TILE
CONCRETE SLAB
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
3 /4 "
SCHEDULED CARPET AND
BACKING.
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
SCHEDULED CARPET
AND BACKING
CONCRETE SLAB
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
3 /4 "
2"
EQ EQ
RUBBER
TRANSITION STRIP
CONCRETE
SCHEDULED CARPET
ROUTED FLOORING
ADHESIVE
DOOR
STAINLESS STEEL FLAT
HEAD SCREWS 6 1/2" O.C.
SEALANT 1/4" MIN.
BEAD IN 3 LOCATIONS
2"
EQ EQ
RUBBER
TRANSITION STRIP
CONCRETE
MARLEY FLOORING
ROUTED FLOORING
ADHESIVE
DOOR
SEALANT 1/4" MIN.
BEAD IN 3 LOCATIONS
2"
EQ EQ
STAINLESS STEEL
TRANSITION STRIP
SCHEDULED VINYL
COMPOSITION TILE
VINYL COMPOSITION
TILE
ROUTED FLOORING
DOOR
STAINLESS STEEL FLAT
HEAD SCREWS 6 1/2" O.C.
SEALANT 1/4" MIN.
BEAD IN 3 LOCATIONS
SCHEDULED VINYL
COMPOSITION TILE.
STONE THRESHOLD,
SUBMIT PROFILE FOR
APPROVAL; WIDTHS
VARY.
VINYL COMPOSITION TILE
CONCRETE SLAB
WIDTH OF JAMB
VARIES WITH
T.O. UNRECESSED
CONC. FLOOR SLAB
DOOR PANEL
3 /4 "
2"
1"
0"
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DATE REVISION
PROJECT NUMBER
12
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AE505
FLOOR
TRANSITION
DETAILS
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SCALE: 3" = 1'-0"
A5 TILE TO TILE METAL THRESHOLD
SCALE: 3" = 1'-0"
A3 TERAFLEX TO VINYL COMPOSITION TILE METAL THRESHOLD
SCALE: 3" = 1'-0"
A1 ROLL-IN SHOWER THRESHOLD
SCALE: 3" = 1'-0"
D1 CONCRETE TO VINYL COMPOSITION TILE METAL THRESHOLD
SCALE: 3" = 1'-0"
B5 CONCRETE TO TILE METAL THRESHOLD
SCALE: 3" = 1'-0"
B3 CONCRETE TO TERAFLEX METAL THRESHOLD
SCALE: 3" = 1'-0"
B1 CONCRETE TO CONCRETE METAL THRESHOLD
SCALE: 3" = 1'-0"
D3 CONCRETE TO CARPET METAL THRESHOLD
SCALE: 3" = 1'-0"
C5 CARPET TO VINYL COMPOSITION TILE METAL THRESHOLD
SCALE: 3" = 1'-0"
C3 CARPET TO TILE METAL THRESHOLD
SCALE: 3" = 1'-0"
C1 CARPET TO CARPET METAL THRESHOLD
SCALE: 3" = 1'-0"
D5 CONCRETE TO CARPET TRANSITION
SCALE: 3" = 1'-0"
D6 CONCRETE TO MARLEY FLOORING TRANSITION
SCALE: 3" = 1'-0"
E1 VCT TO VCT TRANSITION
SCALE: 3" = 1'-0"
E3 VCT TO VCT METAL THRESHOLD
G2-T G2-T G2-T G2-T
G2-T
AL1
7 ' - 0 "
2 "
2 ' - 2 "
2 "
9 ' - 6 "
2"3' - 2"2"6' - 0"2"6' - 0"2"6' - 0"2"
22' - 0"
GLAZING TYPE
GLAZING SCHEDULE
G1
G1 1/4" GLASS
G1-T 1/4" TEMPERED GLASS
G2 1" GLASS
G2-T 1" TEMPERED GLASS
G3-T 1/4" TEMPERED & FROSTED GLASS
GENERAL DOOR NOTES
1. DOOR CALLOUTS ARE ON AE100 SERIES
KEYPLANS
2. MATCH EXISTING DOOR PANEL, FRAME COLOR
& FINISH
DOOR SCHEDULE NOTES (REFER TO DOOR
SCHEDULE "NOTES" COLUMN)
A. THIS DOOR IS INCLUDED AS AN ALTERNATE,
REFER TO ALTERNATES
B. COMBINE DOOR FRAME WITH ADJACENT
FRAME FOR 1 FRAME SYSTEM FOR ALL 4 DOORS
AS SHOWN IN PLAN.
C. REFER TO ALUMINUM STOREFRONT SYSTEMS
FOR FRAME TYPE
D. TEMPORARY CONSTRUCTION ACCESS DOOR,
CONTRACTOR'S OPTION FOR SECURITY AND
ACCESS PURPOSES.
E. VAPOR TIGHT STEAM ROOM DOOR, FRAME AND
SEAL SYSTEM.
F. FROSTED GLASS AT THIS GLASS PANEL.
PANEL & FRAME MATERIAL
HM HOLLOW METAL
WD FLUSH WOOD-THERMO FUSED DOOR
ALUM ALUMINUM STOREFRONT
FINISH
PAINT PAINT -MATCH EXISTING
STAIN THERMO FUSED TO MATCH EXISTING
DOOR SCHEDULE NOTES
W I D T H +1 "
P A R T I T I O N
5/8" TYPE "X"
GYPSUM BOARD
TILE
(APPLIED AREA)
HM DOOR FRAME
3 5/8" METAL STUD
SEALANT @
BOTH SIDES
2"
SCHEDULED
DOOR
JAMB ANCHORS
PER JAMB MIN
FILL FRAME WITH
BATT INSULATION
TO MATCH
PARTITION
W I D T H + 1 "
P A R T I T I O N
HM DOOR FRAMESEALANT @
BOTH SIDES
2"
P A R T I T I O N
S C H 'D
1 /2 "
1 /2 "
SCHEDULED
DOOR
FILL FRAME WITH
BATT INSULATION
TO MATCH
PARTITION
JAMB ANCHORS
3 PER JAMB MIN.
8 1 /2 "
5/8" TYPE "X"
GYPSUM BOARD
(APPLIED AREA)
HM DOOR FRAME
1" AIR GAP
8" X 8" X 16" CMU
2"
FACE BRICK DOOR
SCREW @ 24" O.C.
W/ CONDUIT SPACER
12 GA. METAL STRAP
8 1 /2 "
5/8" TYPE "X"
GYPSUM BOARD
(APPLIED AREA)
HM DOOR FRAME
12" X 8" X 16" CMU
2"
DOOR
SCREW @ 24" O.C.
W/ CONDUIT SPACER
12 GA. METAL STRAP
SOLID SLAB W/
GLASS PANEL
P10
6"6"
NARROW HALF
GLASS PANEL
P21
WIDTH
SCH'D
3'
-
6
"
6"
VA
R
I
E
S
6"6"
6"
WIDTH
SCH'D
6"VARIES 6"
6"
VA
R
I
E
S
1'
-
0
"
HE
I
G
H
T
SC
H
'
D
WIDTH
SCH'D
SOLID SLAB W/
GLASS PANEL
P30 P30A
HE
I
G
H
T
SC
H
'
D
HE
I
G
H
T
SC
H
'
D
ALUMINUM
WIDE STILE
(MATCH EXIST'G)
WIDTH
SCH'D
4 1/2"4 1/2"
4 1 /2 "
1 0 "
H E I G H T
S C H E D U L E D
FINISHED
FLOOR
P40
WIDTH
SCH'D
H E I G H T
S C H E D U L E D
STEAM ROOM
ALUMINUM
DOOR
HE
I
G
H
T
SC
H
'
D
1 0 "
SOLID SLAB
P01
H E I G H T
S C H 'D
WIDTH
SCH'D
G1-T
G1-T
G1-T G2-T
G2-T
TYPICAL FRAME
F01
FRAME W/
SINGLE
SIDELIGHT
F21
NARRROW
FRAME
F10
FINISHED
FLOOR
H E I G H T
S C H 'D
2"
WIDTH
SCH'D 2"
H E I G H T
S C H 'D
2"
WIDTH
SCH'D 2"4' - 0"2"1 1/2"3' - 1"1 1/2"
H E I G H T
S C H 'D
1 1 /2 "
G1-T
8 1/2"
ALIGN
EXISTING CMU AND
BRICK WALL
STEEL ANGLE HEADER
AE702
E1
SIM
STEEL DOOR FRAME
2 "
2 1 /2 "
1/4" THICK CLEAT
3/4" THICK
HARDWOOD VENEER
PANEL
ALIGN
EXISTING CMU AND
BRICK WALL
SIMSTEEL DOOR FRAME
2 "
1/4" THICK CLEAT
3/4" THICK
HARDWOOD VENEER
PANEL
12 GA. METAL STRAP
AE702
E1
SCHEDULED DOOR
SCREW @ 24" O.C.
W/ CONDUIT SPACER
FINISHED
FLOOR
2"2' - 8"2"
2 "
4 ' - 4 "
2 "
2 ' - 6 "
A
G1
EXISTING OPENING
E X I S T I N G O P E N I N G
B
HOLLOW METAL WINDOW ALUMINUM SKYLIGHT
2"
1"
0"
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DOOR,
WINDOW
SCHEDULE
& DETAILS
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DOOR AND FRAME SCHEDULE
DOOR
SIZE DOOR FRAME FIRE
RATING
(MINUTES)
HW.
GROUP NOTES RV.WIDTH HEIGHT THICK
LEAF 1
TYPE
LEAF 2
TYPE MATERIAL FINISH TYPE MATERIAL FINISH
LEVEL 1
175 3' - 0" 7' - 0" 1 3/4" P21 WD STAIN F21 HM PAINT 0
176 6' - 0" 7' - 0" 1 3/4" P01 P01 HM PAINT F01 HM PAINT 0 A.
177 6' - 0" 7' - 0" 1 3/4" P01 P01 HM PAINT F01 HM PAINT 0
178 3' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0 A.
179 3' - 0" 7' - 0" 1 3/4" P30 WD STAIN F21 HM PAINT 0
179A 3' - 0" 7' - 0" 1 3/4" P21 WD STAIN F21.18 HM PAINT 0
179B 3' - 0" 7' - 0" 1 3/4" P10 WD STAIN F21 HM PAINT 0
179C 3' - 0" 7' - 0" 1 3/4" P10 WD STAIN F21 HM PAINT 0
179D 3' - 0" 7' - 0" 1 3/4" P10 WD STAIN F21.18 HM PAINT 0
180 6' - 0" 7' - 0" 1 3/4" P21 P21 WD STAIN F01 HM PAINT 0
181 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0
183 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0
183A 2' - 8" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0
189 3' - 0" 7' - 0" 1 3/4" P21 WD STAIN F01 HM PAINT 0
189A 4' - 0" 7' - 0" 1 3/4" P01 P01 HM PAINT F01 HM PAINT 0
190 3' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0
190A 3' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0
190B 4' - 0" 7' - 0" 1 3/4" P01 P01 HM PAINT F01 HM PAINT 0
191 3' - 6" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0
LEVEL 1C
200 7' - 0" 8' - 0" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0
200A 6' - 0" 7' - 0" 1 3/4" P30A P30A AL ANODIZED * AL ANODIZED 0 C.
200B 6' - 0" 7' - 0" 1 3/4" P30A P30A AL ANODIZED * AL ANODIZED 0 C.
200C 6' - 0" 7' - 0" 1 3/4" P30A P30A AL ANODIZED * AL ANODIZED 0 C.
200D 3' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0
211 6' - 0" 8' - 0" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0
E001 6' - 0" 7' - 0" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0
E002 6' - 0" 7' - 0" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0
LEVEL 1D
210 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0
212 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0
213 3' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0
LEVEL 2
207A 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0 F.
207B 2' - 8" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0
207C 3' - 0" 7' - 0" 1 3/4" P21 WD STAIN F01 HM PAINT 0 F.
207D 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0 A,E.
207E 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0
207F 3' - 0" 7' - 0" 1 3/4" P21 WD STAIN F01 HM PAINT 0 F.
220A 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0
220B 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0
261A 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0 F.
261B 3' - 0" 7' - 0" 1 3/4" P21 HM PAINT F01 HM PAINT 0 F.
261C 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0 F.
261D 3' - 0" 7' - 0" 1 3/4" P21 HM PAINT F01 HM PAINT 0 F.
261E 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0 A,E.
261F 2' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0
261G 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0
261H 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0
E003A 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0
E003B 3' - 0" 8' - 8" 1 3/4" P01 WD STAIN F01 HM PAINT 0 B.
E003C 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 B.
E003D 3' - 0" 8' - 8" 1 3/4" P01 WD STAIN F01 HM PAINT 0 B.
E003E 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0
E003F 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0
E003G 3' - 0" 8' - 8" 1 3/4" P01 WD STAIN F01 HM PAINT 0 B.
E003H 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 B.
E003J 3' - 0" 8' - 8" 1 3/4" P01 WD STAIN F01 HM PAINT 0 B.
E003K 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0
S004 2' - 6" 6' - 8" 1 3/4" P01 HM PAINT F01 HM PAINT 0
FLOOR
FINISH
SCALE: 1/4" = 1'-0"
B5 ALUMINUM STOREFRONT SYSTEMS
SCALE: 1 1/2" = 1'-0"
C4 INTERIOR DOOR DETAIL
SCALE: 1 1/2" = 1'-0"
C3 INTERIOR DOOR DETAIL
SCALE: 1 1/2" = 1'-0"
C2 INTERIOR DOOR DETAIL
SCALE: 1 1/2" = 1'-0"
D2 INTERIOR DOOR DETAIL
SCALE: 1/4" = 1'-0"
DOOR PANEL TYPES
SCALE: 1/4" = 1'-0"
DOOR FRAME TYPES
SCALE: 1 1/2" = 1'-0"
E3 GYM DOOR HEAD @ WOOD
SCALE: 1 1/2" = 1'-0"
D3 GYM DOOR JAMB @ WOOD
A2 A5
SCALE: 1/4" = 1'-0"
WINDOW TYPESB2
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
SCHEDULED
CEILING
SCHEDULED
BASE
FINISH
FLOOR LINE
NOTES
PARTITION TYPE
FIRE RATING
GA FILE # WP-_ _ _
IBC 2015, TABLE 721.1 (2), 3-1.1
2 HR.
CMU6, CMU8, CMU12
8" WALL 12" WALL6" WALL
CMU6 CMU8 CMU12
CMU WALL
-FOR AREAS WITH TILE FINISH THAT ARE NOT RATED USE THE
FOLLOWING FOR TILE ASSEMBLY: TCNA CW223.
SEE INTERIOR ELEVATION & FINISH PLANS FOR AREAS W/ WALL FINISH.
SCHEDULED CEILING ; SEE
REFLECTED CEILING PLANS
(1) LAYER OF 5/8" TYPE "X"
GYPSUM BOARD
STEEL STUD
SCHEDULED BASE
ACOUSTICAL SEALANT (BOTH
SIDES TOP AND BOTTOM)
FINISH FLOOR LINE
NOTES
PARTITION TYPE
FIRE RATING
GA FILE # WP.___
3 5/8" STEEL STUD
P3
1HR (P3R & P6R)
1049, UL419
*5/8" TYPE "X" GYPSUM BOARD
APPLIED PARALLEL OR AT RIGHT
ANGLES TO STUDS W/ 6d CEMENT
COATED NAILS,
1 7/8" LONG, 0.0915" SHANK, 15/64"
HEAD, 7" O.C., WALL TYPE P3.1.1)*
P3, P3S, P6, P6S, P6S-2
STEEL DEFLECTION TRACK
P3S
3 5/8" STEEL STUD
W/ SOUND INSULATION
6" STEEL STUD 6" STEEL STUD
W/ SOUND INSULATION
P6 P6S
5"5"7 1/2"7 1/2"
2HR (P6S-2)-2 LAYERS 5/8" "X" ON BOTH SIDES
-FOR AREAS WITH TILE FINISH THAT ARE NOT RATED USE THE FOLLOWING FOR TILE ASSEMBLY:
DRY AREAS: TCNA W242-20
WET AREAS: TCNA W244C-20
SEE INTERIOR ELEVATION & FINISH PLANS FOR AREAS W/ WALL FINISH.
-'S' DENOTES INSULATION, TYPICAL
SCHEDULED CEILING ; SEE
REFLECTED CEILING PLANS
(1) LAYER OF 5/8" TYPE "X"
GYPSUM BOARD
STEEL STUD
SCHEDULED BASE
ACOUSTICAL SEALANT
(ONE SIDE TOP AND BOTTOM)
FINISH FLOOR LINE
NOTES
PARTITION TYPE
FIRE RATING
GA FILE # WP.___
C2S-2 1/2" STL. STUD
C3-3 5/8" STL. STUD
C2S/C3/C3S
N/A
1049, UL419
*5/8" TYPE "X" GYPSUM BOARD
APPLIED PARALLEL OR AT RIGHT
ANGLES TO STUDS W/ 6d CEMENT
COATED NAILS,
1 7/8" LONG, 0.0915" SHANK, 15/64"
HEAD, 7" O.C., WALL TYPE P3.1.1)*
C1, C2S, C3, C6
STEEL DEFLECTION TRACK
6" STEEL STUD
C6
7/8" HAT CHANNEL
C1
R18 BATT INSULATION TO BE
APPLIED AT ALL EXTERIOR WALL
LOCATIONS
-FOR AREAS WITH TILE FINISH THAT ARE NOT RATED USE THE
FOLLOWING FOR TILE ASSEMBLY:
DRY AREAS: TCNA W242-20
WET AREAS: TCNA W244C-20
SEE INTERIOR ELEVATION & FINISH PLANS FOR AREAS W/ WALL FINISH.
-APPLY BATT INSULATION TO ALL EXTERIOR WALL LOCATIONS.
-'S' DENOTES INSULATION, TYPICAL
CONCRETE WALL
FINISH FLOOR LINE
NOTES
PARTITION TYPE
FIRE RATING
GA FILE # WP-_ _ _
N/A
CON6
N/A
6" WALL
CON6
BOTTOM OF
STRUCTURE
2"
1"
0"
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DATE REVISION
PROJECT NUMBER
12
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5
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2
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AE610
WALL,
CEILING,
FLOOR
TYPES &
FINISH
LEGEND
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INTERIOR WALL
FINISH LEGEND
Finish Code Product Type Location Specs Note(s)
W2 FIBERGLASS
REINFORCED
PANEL
CUSTODIAN 176 MANF: ALTRO PURAGUARD
TYPE: EXTRUDED SEMI-RIGID PVCu
SHEET
STYLE/PATTERN: SMOOTH
SURFACE
COLOR: SALT W139
INSTALLATION: APPLIED TO WALL
WITH ALTRO ADHESIVE, W/ 1-PART
START & EDGE TRIM
DIMENSIONS: 4'X4', .08" THICK
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
FINISH LEGEND
Finish Code Product Type Location Specs Note(s)
M2 SOLID SURFACE TICKET BOOTH,
EQUIPMENT
ROOM
MANF: WILSONART
TYPE: SOLID SURFACE
STYLE/PATTERN:
COLOR: CASHMERE MIRAGE
9135MG
INSTALLATION:
DIMENSIONS:
WEIGHT:
BACKING:
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
M3 SOLID WOOD DISPLAY AREA MANF:
TYPE: NATURAL WOOD
STYLE/PATTERN: OAK
COLOR: WHITE OAK
INSTALLATION:
DIMENSIONS:
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
M4 PLASTIC
LAMINATE
SORT &
ASSEMBLE
ROOM
MANF: FORMICA
TYPE: LAMINATE
STYLE/PATTERN:
COLOR: NEUTRAL TWILL MATTE
FINISH 8826-58
INSTALLATION: VERTICAL
SURFACE-CABINETS, DRAWERS
AND SHELVES
DIMENSIONS:
WEIGHT:
BACKING:
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
M5 SOLID SURFACE RESTROOMS,
LOCKER
ROOMS
MANF: WILSONART
TYPE: SOLID SURFACE
STYLE/PATTERN: -
COLOR: FROSTY WHITE MIRAGE
INSTALLATION: COUNTERTOP & 4"
BACKSPLASH
DIMENSIONS: 3/4" THICK (2CM)
WEIGHT:
BACKING:
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
REP:
REP PHONE:
REP EMAIL:
PAINT
P1 PAINT GENERAL WALL
PAINT
MANF: SHERWIN WILLIAMS
TYPE: PAINT
STYLE/PATTERN: COLUMBIA
(COLOR GUILD)
COLOR: SHELL WHITE SW8917
INSTALLATION: 3X COATS,
EGGSHELL FOR WALLS;
SEMI-GLOSS FOR TRIM, DOORS &
MILLWORK; FLAT FOR CEILINGS
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
P2 PAINT PLATFORM MANF: SHERWIN WILLIAMS
TYPE: PAINT
COLOR: TRICORN BLACK SW6258
INSTALLATION: 3X COATS,
EGGSHELL FOR WALLS;
SEMI-GLOSS FOR TRIM, DOORS &
MILLWORK; FLAT FOR CEILINGS
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
P3 PAINT DISPLAY AREA MANF: SHERWIN WILLIAMS
TYPE: PAINT
COLOR: NAVAL SW6244
INSTALLATION: 3X COATS,
EGGSHELL FOR WALLS;
SEMI-GLOSS FOR TRIM, DOORS &
MILLWORK; FLAT FOR CEILINGS
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
WALL
T1 TILE LOCKER
ROOMS
MANF: AMERICAN OLEAN
TYPE: GLAZED CERAMIC
STYLE/PATTERN: PERSPECTA
COLOR: CIRRUS WHITE PE09
INSTALLATION: STRAIGHT
VERTICAL STACK
DIMENSIONS: 8"X24"
GROUT MANF: MAPEI
GROUT COLOR: SILVER 27
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
T2 TILE LOCKER
ROOMS
SHOWERS
MANF: DALTILE
TYPE: GLAZED CERAMIC
STYLE/PATTERN: COLOR WHEEL
COLLECTION - LINEAR
COLOR: SEA BREEZE 1174
INSTALLATION: STRAIGHT
VERTICAL STACK
DIMENSIONS: 8"X24"
GROUT MANF: MAPEI
GROUT COLOR: SILVER 27
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
T3 TILE STEAM ROOM
WALLS
MANF: DALTILE
TYPE: PORCELAIN MOSAIC
STYLE/PATTERN: KEYSTONES
COLORBODY PORCELAIN
COLOR: ARCTIC WHITE D617
INSTALLATION: STRAIGHT JOINT
DIMENSIONS: 2"X2"
GROUT MANF: MAPEI
GROUT COLOR: SILVER 27
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONSTRACTOR
T4 TILE MEN'S 183 &
WOMEN'S 181
RESTROOMS,
RESTROOM 212
MANF: DALTILE
TYPE: COLORBODY PORCELAIN
STYLE/PATTERN: UNIFORM
CONCRETE, POLISHED
COLOR: WHITE UC10
INSTALLATION: HORIZONTAL
STRAIGHT STACK
DIMENSIONS: 12"X24"
GROUT MANF: MAPEI
GROUT COLOR: ALABASTER 01
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONSTRACTOR
W1 ACOUSTIC
WOOD GRILL
TICKET BOOTH,
DISPLAY AREA
MANF: 9 WOOD
TYPE: 3200 ACOUSTIC WOOD
GRILLE
STYLE/PATTERN: 3200 STYLE
ACOUSTIC PLANK
SPECIES: MAPLE, QUARTER SAWN,
BOOK MATCHED TO MATCH
ARCHITECTS SAMPLE
FINISH: SATIN SHEEN
INSTALLATION:
DIMENSIONS: 3/4" THICK WITH 1/16"
WIDE GROOVES SPACED 8mm O.C.;
PANEL SIZE AND JOINTS AS
DETAILED
BACKING: 1" THICK, BLACK
INSULATION BEHIND PANEL FACE
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
FINISH LEGEND
Finish Code Product Type Location Specs Note(s)
C6 PORCELAIN
TILE
STEAM ROOM MANF: DALTILE
TYPE: PORCELAIN MOSAIC
STYLE/PATTERN: KEYSTONES
COLORBODY PORCELAIN
COLOR: ARCTIC WHITE D617
INSTALLATION: STRAIGHT JOINT
DIMENSIONS: 2"X2"
GROUT MANF: MAPEI
GROUT COLOR: SILVER 27
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
FLOOR
F1 CARPET TILE TICKET BOOTH,
OFFICES
MANF: INTERFACE
TYPE: CARPET TILE
STYLE/PATTERN: FREQUENCY II
COLOR: REPETEND 9422
INSTALLATION:
DIMENSIONS:
PROVIDED BY:
OWNER
INSTALLED BY:
OWNER
REP:
REP PHONE:
REP EMAIL:
F2 CARPET TILE MANF: INTERFACE
TYPE: CARPET TILE
STYLE/PATTERN: STEP REPEAT
SR899
COLOR: SMOKE 104938
INSTALLATION:
DIMENSIONS:
WEIGHT:
BACKING:
PROVIDED BY:
OWNER
INSTALLED BY:
OWNER
REP:
REP PHONE:
REP EMAIL:
F3 VINYL
COMPOSITION
TILE
2ND FLOOR
FINISH
MANF: ARMSTRONG
TYPE: VCT
STYLE/PATTERN: IMPERIAL
TEXTURE STANDARD EXCELON
COLOR: SHELTER WHITE 51836
INSTALLATION:
DIMENSIONS:
WEIGHT:
BACKING:
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
F4 VINYL
COMPOSITION
TILE
2ND FLOOR
ACCENT FINISH
MANF: ARMSTRONG
TYPE: VCT
STYLE/PATTERN: IMPERIAL
TEXTURE STANDARD EXCELON
COLOR: GENTIAN BLUE 51946
INSTALLATION:
DIMENSIONS:
WEIGHT:
BACKING:
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
F5 CONCRETE MANF:
TYPE: POLISHED CONCRETE
STYLE/PATTERN: CLEAR
COLOR: CLEAR
INSTALLATION: LOW SHEEN, 300
GRIT
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
F6 PORCELAIN
TILE
LOCKER
ROOMS, STEAM
ROOM,
NURSING
ROOMS
MANF: DALTILE
TYPE: PORCELAIN MOSAIC
STYLE/PATTERN: KEYSTONES
COLORBODY PORCELAIN
COLOR: 15% SUEDE GRAY D182,
15% DESERT GRAY SPEC D200, 35%
GALAXY D023, 35% ARCTIC WHITE
D617
INSTALLATION: STRAIGHT JOINT
DIMENSIONS: 1"x1"
GROUT MANF: MAPEI
GROUT COLOR: IRON 107
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
F7 PORCELAIN
TILE
MEN'S 183 &
WOMEN'S 181
RESTROOMS
MANF: DALTILE
TYPE: PORCELAIN MOSAIC
STYLE/PATTERN: KEYSTONES
COLORBODY PORCELAIN
COLOR: 50% MOONSHINE D117,
25% DESERT GRAY SPEC D200, 25%
GALAXY D023
INSTALLATION: STRAIGHT JOINT
DIMENSIONS: 1"X1"
GROUT MANF: MAPEI
GROUT COLOR: SILVER 27
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
F8 TARAFLEX SPINNING
ROOM
MANF: GERFLOR
TYPE: TARAFLEX
STYLE/PATTERN: SPORT M PLUS
DRY-TEX
COLOR: LIGHT CHERRY DESIGN
6350
INSTALLATION: GLUE DOWN
DIMENSIONS:
BACKING: DOUBLE DENSITY CXP
HD FOAM BACKING
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
F9 CONCRETE MANF: -
TYPE: POLISHED CONCRETE
STYLE/PATTERN: STAINED BLACK
COLOR: BLACK STAIN
INSTALLATION: LOW SHEEN, 300
GRIT
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
F10 PORCELAIN
TILE
RESTROOM 212 MANF: DALTILE
TYPE: PORCELAIN MOSAIC
STYLE/PATTERN: KEYSTONES
COLORBODY PORCELAIN
COLOR: DESERT GRAY D014
INSTALLATION: STRAIGHT JOINT
DIMENSIONS: 2"X2"
GROUT MANF: MAPEI
GROUT COLOR: PEWTER 02
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
MILLWORK
M1 PLASTIC
LAMINATE
TICKET BOOTH,
EQUIPMENT
ROOM
MANF: WILSONART
TYPE: LAMINATE
STYLE/PATTERN:
COLOR: WHITE NEBULA 4621
INSTALLATION:
DIMENSIONS:
WEIGHT:
BACKING:
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
FINISH LEGEND
Finish Code Product Type Location Specs Note(s)
BASE
B1 RUBBER BASE OFFICES,
CUSTODIAN
176, MECH,
STORAGE,
VEST. 1-G,
CORRIDOR 143,
SW EXIT E001
MANF: ROPPE
TYPE: VINYL BASED, TYPE TV
STYLE/PATTERN:
COLOR: DARK GRAY P150
INSTALLATION:
DIMENSIONS: 4"H
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
B2 CARPET BASE OFFICES,
TICKET BOOTH,
NURSING
ROOMS
MANF: INTERFACE
TYPE: CARPET BASE
STYLE/PATTERN: FREQUENCY II
COLOR: REPETEND 9422
INSTALLATION: PROVIDE EDGE
BAND
DIMENSIONS: 4"H
PROVIDED BY:
OWNER
INSTALLED BY:
OWNER
B3 CARPET BASE SE EXIT MANF: INTERFACE
TYPE: CARPET BASE
STYLE/PATTERN: STEP REPEAT
SR899
COLOR: SMOKE 104938
INSTALLATION: PROVIDE EDGE
BAND
DIMENSIONS: 4"H
PROVIDED BY:
OWNER
INSTALLED BY:
OWNER
B4 RUBBER BASE ACTIVITY
STORAGE,
SPINNING
STORAGE,
LAUNDRY
MANF: ROPPE
TYPE: VINYL BASED, TYPE TV
STYLE/PATTERN:
COLOR: FLAX 632
INSTALLATION:
DIMENSIONS: 4"H
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
B5 RUBBER BASE SPINNING
ROOM,
CORRIDORS
MANF: ROPPE
TYPE: VINYL BASED, TYPE TV
STYLE/PATTERN:
COLOR: BLACK 100
INSTALLATION:
DIMENSIONS: 4"H
WEIGHT:
BACKING:
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
B6 (ALT.) STAINLESS
STEEL BASE
LOBBY MANF: INPRO
TYPE: STAINLESS STEEL SANI-BASE
STYLE/PATTERN: STRAIGHT BASE
COLOR: -
INSTALLATION:
DIMENSIONS: 4"H
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
B7 TILE BASE MEN'S &
WOMEN'S
LOCKER
ROOMS,
NURSING
ROOMS
MANF: DALTILE
TYPE: PORCELAIN MOSAIC BASE
STYLE/PATTERN: KEYSTONES
COLORBODY PORCELAIN,
BUILD-UP BASE MB4C
COLOR: 15% SUEDE GRAY D182,
15% DESERT GRAY SPEC D200, 35%
GALAXY D023, 35% ARCTIC WHITE
D617
INSTALLATION: BUILD-UP BASE
DIMENSIONS: 4"H
GROUT MANF: MAPEI
GROUT COLOR: IRON 107
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
B8 TILE BASE MEN'S 183 &
WOMEN'S 181
RESTROOMS
MANF: DALTILE
TYPE: PORCELAIN MOSAIC BASE
STYLE/PATTERN: KEYSTONES
COLORBODY PORCELAIN,
BUILD-UP BASE MB4C
COLOR: 50% MOONSHINE D117,
25% DESERT GRAY SPEC D200, 25%
GALAXY D023
INSTALLATION: BUILD-UP BASE
DIMENSIONS: 4"H
GROUT MANF: MAPEI
GROUT COLOR: SILVER 27
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
B9 TILE BASE RESTROOM 212 MANF: DALTILE
TYPE: PORCELAIN MOSAIC BASE
STYLE/PATTERN: KEYSTONES
COLORBODY PORCELAIN,
BUILD-UP BASE MB4C
COLOR: DESERT GRAY D014
INSTALLATION: BUILD-UP BASE
DIMENSIONS: 4"H
GROUT MANF: MAPEI
GROUT COLOR: PEWTER 02
GROUT SIZE: 1/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
CEILING
C3 ACOUSTIC TILE OFFICES, HW
2-B
MANF: USG CEILING SOLUTIONS
TYPE: RADAR BASIC ACOUSTICAL
PANELS
STYLE/PATTERN: DON BRAND
COLOR: WHITE
INSTALLATION: 15/16" SQUARE
LAY-IN EDGE PROFILE, ITEM#1910,
PRELUDE SUSPENSION
DIMENSIONS: 24"X24"X5/8"
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
C4 PAINT MANF: SHERWIN WILLIAMS
TYPE: PAINTED GYP
STYLE/PATTERN: COLUMBIA
(COLOR GUILD)
COLOR: SHELL WHITE SW8917
INSTALLATION: 3X COATS,
EGGSHELL FOR WALLS;
SEMI-GLOSS FOR TRIM, DOORS &
MILLWORK; FLAT FOR CEILINGS
DIMENSIONS:
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
C5 OPEN TO
STRUCTURE
ABOVE
SPINNING
ROOM,
SPINNING
STORAGE,
MECH, ACTIVITY
STORAGE
MANF: -
TYPE: DRY FALL PAINT
STYLE/PATTERN: -
COLOR: DUST GREY
INSTALLATION: SPRAY ON ALL
ITEMS ON CEILING, DECK, MECH
DUCTS, ETC.;
SPRAY 12" BELOW LOWEST
MECHANICAL DUCTWORK-FIELD
VERIFY.
PROVIDED BY:
CONTRACTOR
INSTALLED BY:
CONTRACTOR
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
4 Date 4 ASI #1
5 ' - 0 "
2 ' - 0 "
4 1/2"4' - 0"
26.04
B5
09.01
P1
26.04 26.04
6' - 4 1/2"12' - 0"12' - 0"6' - 7 1/2"
SIM.
09.10
10.05
7 1/2"
02.09
P1
08.03
09.10
B5
4' - 0"5' - 8"5' - 8"4' - 8"
08.05 08.05 08.05
02.28
08.03 08.03
02.28
02.06
09.10 09.01 02.2809.10 02.28
02.09
3' - 0"1' - 6"3' - 0"
2 ' - 1 0 "
254
2'-0"
212
2'-0"
212
2'-0"
M4 M4 M4
06.02
M2
1"1"
06.06
M4
3' - 0"1' - 6"3' - 0"
2 ' - 1 0 "
212
2'-0"
254
2'-0"
212
2'-0"
M4 M4 M4
06.02
M2
1"1"
06.06
M4
5' - 0"
2 ' - 1 0 "
06.06
M4
06.02
M2
3' - 0"3' - 0"3' - 0"1' - 0"
2 ' - 0 "
7 ' - 0 "
08.03
P1
09.10
B1
400
1'-8"
400
1'-8"
400
1'-8"
M4 M4 M4
09.10
B1
09.0109.01
1/2"3' - 6"3' - 9"3' - 6"1/2"1' - 8"1' - 7"
09.01
09.01
P1 P1
P1
P1
09.10
09.10
7 ' - 0 "
2 ' - 0 "
400
1'-4"
400
1'-4"
400
1'-4"
B1
B1
M4 M4 M4
02.28 02.28
2 ' - 0 "
7 ' - 0 "
09.01
P1
09.10
B1
400
1'-4"
400
1'-4"
400
1'-4"
M4 M4 M4
3' - 0"3' - 0"3' - 0"1' - 3"1' - 3"3' - 5"3' - 5"3' - 5"3' - 5"1' - 3 1/2"
2 ' - 0 "
7 ' - 0 "
09.01
P1
400
1'-4"
400
1'-4"
400
1'-4"
400
1'-4"
M4 M4 M4 M4
08.03 08.03
09.10 09.01
08.03
09.10 09.01
09.01
08.0308.03
09.01
08.03
09.10 09.01
P1B4
8 "
03.0202.09
11.01
09.10
02.09
02.0202.27
B4 P1
09.0109.1002.27
P1B4
02.37
09.01
11.01 11.01 11.01 11.01
02.03
02.09
03.02
8 "
09.10
B4 P1
2"
1"
0"
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REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
1
:
3
4
A
M
AE700
INTERIOR
ELEVATION
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/4" = 1'-0"
A2 SPINNING - SOUTH
SCALE: 1/4" = 1'-0"
A4 SPINNING - WEST
SCALE: 1/4" = 1'-0"
A1 SPINNING ROOM - EAST
SCALE: 1/4" = 1'-0"
A6 SPINNING ROOM - NORTH
SCALE: 1/4" = 1'-0"
C6 SORT & ASSEMBLE ISLAND - WEST
SCALE: 1/4" = 1'-0"
D6 SORT & ASSEMBLE ISLAND - EAST
SCALE: 1/4" = 1'-0"
B1 SORT & ASSEMBLE ISLAND - NORTH
SCALE: 1/4" = 1'-0"
B4 SORT & ASSEMBLE - WEST
SCALE: 1/4" = 1'-0"
B6 SORT & ASSEMBLE - NORTH
SCALE: 1/4" = 1'-0"
B5 SORT & ASSEMBLE - SOUTH
SCALE: 1/4" = 1'-0"
B2 SORT & ASSEMBLE - EAST
SCALE: 1/4" = 1'-0"
C5 WELLNESS CENTER - NORTH
SCALE: 1/4" = 1'-0"
C4 WELLNESS CENTER - SOUTH
SCALE: 1/4" = 1'-0"
C2 WELLSNESS CENTER - WEST
SCALE: 1/4" = 1'-0"
C1 WELLNESS CENTER - EAST
SCALE: 1/4" = 1'-0"
D5 LAUNDRY RM. - NORTH
SCALE: 1/4" = 1'-0"
D4 LAUNDRY RM. - SOUTH
SCALE: 1/4" = 1'-0"
D2 LAUNDRY RM. - WEST
SCALE: 1/4" = 1'-0"
D1 LAUNDRY RM. - EAST
1 10/30/20 Addendum #1
02.02 EXISTING WALL TO REMAIN
02.03 EXISTING CONC. COLUMN
02.06 EXISTING TYP. REINFORCED CONCRETE BLEACHER
SEATING
02.09 EXISTING BEAM
02.27 EXISTING BRICK VENEER
02.28 EXISTING 12" X 8" X 16" CMU WALL
02.37 EXISTING CONC. FOUND. WALL, 16" THICK
03.02 CONC. FLOOR
06.02 SOLID SURFACE COUNTERTOP
06.06 SIDE MILLWORK PANEL
08.03 SCH'D DOOR
08.05 SCH'D WINDOW
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.10 WALL BASE
10.05 MIRROR
11.01 WASHER / DRYER PROVIDED BY OWNER
26.04 OWNER PROVIDED TV
OPENOPEN
OPEN
OPEN OPEN
OPENOPENOPEN
09.15
22.0222.01 10.07 10.01
10.02
10.03
T4
08.03
06.0222.05
22.02
SIM.M5
09.15
T4
08.03
10.03
10.06
SIM.SIM.
10.01
10.02
22.0110.07
SIM.
09.15
T4
09.15
22.05
06.02
T4
M5
10.06
SIM.
22.02
SIM.
10.03
SIM.
09.1509.15
T4 T4
10.11
10.01
10.07
22.01
SIM.
SIM.
09.15
09.15
T4
T4
06.02
M5
22.05
10.02
08.03
22.0506.02
2 ' - 1 0 "
SIM.
09.15
T4 09.1509.15
T4 T4
M5
10.06
10.05 10.05
22.0110.07
09.15
T4
09.15
T4
10.11 10.02
09.15 10.02
T4
06.02
M5
10.06
10.0909.01 09.01
SIM.SIM.
10.09
P1P1
09.10 09.10 09.10
B5 B5 B5
09.08 09.08
09.15
06.02
SIM.M5
T4
10.11
06.02
09.15
SIM.
M5
T4
22.05
22.01 10.07
10.02
GENERAL LOCKER NOTES
A. REFER TO AE102A FOR 2TIER, 3 TIER, AND
REPURPOSED LOCKER LOCATIONS
10.0810.01
10.15
10.1110.0210.01 09.15
T4
2"
1"
0"
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REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
1
:
4
0
A
M
AE701
INTERIOR
ELEVATION
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/4" = 1'-0"
A6 RESTROOM (MEN) - NORTH
SCALE: 1/4" = 1'-0"
B6 RESTROOM (MEN) - SOUTH
SCALE: 1/4" = 1'-0"
A4 RESTROOM (MEN) - WEST 1
SCALE: 1/4" = 1'-0"
A2 RESTROOM (MEN) - WEST
SCALE: 1/4" = 1'-0"
B4 RESTROOM (MEN) - EAST
SCALE: 1/4" = 1'-0"
D6 RESTROOM (WOMEN) - EAST
SCALE: 1/4" = 1'-0"
C4 RESTROOM (WOMEN) - NORTH
SCALE: 1/4" = 1'-0"
D4 RESTROOM (WOMEN) - SOUTH
SCALE: 1/4" = 1'-0"
C6 RESTROOM (WOMEN) - WEST
SCALE: 1/4" = 1'-0"
C1 HALLWAY LOCKERS - EAST
SCALE: 1/4" = 1'-0"
B1 RESTROOM (WOMEN) - EAST
SCALE: 1/4" = 1'-0"
A1 RESTROOM (WOMEN) - WEST
SCALE: 1/4" = 1'-0"
B2 RESTROOM (MEN) - NORTH
1 10/30/20 Addendum #1
06.02 SOLID SURFACE COUNTERTOP
08.03 SCH'D DOOR
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.08 SCH'D TILE BASE, RE: AE500 DETAILS
09.10 WALL BASE
09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG.
10.01 ADA COMPLIANT GRAB BAR
10.02 TOILET PARTITION
10.03 URINAL PARTITION
10.05 MIRROR
10.06 PAPER TOWEL DISPENSER
10.07 TOILET PAPER DISPENSER
10.08 ADA BENCH
10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE
OF EXISTING
10.11 DRESSING PARTITION W/ BENCH
10.15
22.01 WALL MOUNTED TOILET, RE PLUMBING DWG.
22.02 WALL MOUNTED URINAL, SEE PLUMBING
22.05 LAVATORY & FAUCET, RE PLUMBING DWG.
3 ' - 0 "
2' - 0"
22.05 10.01
10.07
09.15
T3
22.09
6 ' - 8 "
22.07
09.15
08.03
T3
09.15
T3
10.08
10.01
T3
22.05
09.15
10.01
10.08
22.0709.15
6 ' - 8 "
T3
22.09
10.01
10.07
10.01 10.08
09.0109.10
B5 P1
E4
AE702
E5
AE702
E4
AE702
E5
AE702
E5
AE702
E1
AE702
E4
AE702
E5
AE702
A6
AE501
A6
AE501
AE501
A2
AE501
A2
A1
AE702
5 ' - 3 "
E3
AE600
E5
AE702
E1
AE702
E4
AE702
E3
AE600
D3
AE600
D3
AE600
E4
AE702
E2
AE702
E1
AE702
C1
4 ' - 0 "
4" STEEL STUDS @
16" O.C. HANG FROM
VERTICAL TUBE
STEEL SUPPORT
5/8" TYPE X GYPSUM
BOARD EA. SIDE
1/4" CLEATS @ 24" O.C.
MAX HORIZONTALLY
3/4" HARDWOOD
VENEER PANEL
AE702
E4
AE702
E1
PAINT EXPOSED GYPSUM
BOARD ON PLATFORM
SIDE FLAT BLACK TO
MATCH OTHER
PLATFORM WALLS
4" STEEL STUD BOX
BEAM HEADER
5/8" GYPSUM BOARD
AE702
E1
STEEL TUBE SUPPORT
PLATFORM
210
EXISTING
GYM
COORDINATE HANGING
OF STEEL FRAMING WITH
SPRAY APPLIED
FIREPROOFING
FIREPROOFING
1 5/8" STEEL STUDS @ 16"
O.C. ATTACHED WITH Z
CLIPS CLIPPED TO STUDS
PRIOR TO FIREPROOFING
PAINT EXPPOSED
GYPSUM BOARD
FINISH FLAT BLACK
EXISTING
MASONRY WALL
AS SUBSTRATE
1" INSIDE CORNER CHANNEL
W/ RETURN KEYS
3/4" THICK WOOD
VENEER PANEL
1/4" CLEATS @ 24" O.C.
HORIZONTALLY
EXISTING MASONRY
OR SCH'D PARTITION
SUBSTRATE
1" ALUMINM OUTSIDE
CORNER CHANNEL W/
RETURN KEYS
3/4" THICK HARDWOOD
VENEER PANEL
1/4" THICK CLEATS @
24" O.C. HORIZONTALLY
1" ALULMINUM "L" ANGLE
CHANNEL W/ RETURN KEYS
3/4" THICK
HARDWOOD
VENEER PANEL
EXISTING MASONRY
WALL OR SCH'D
PARTITION SUBSTRATE
1/4" THICK CLEATS @
24" O.C.
HORIZONTALLY
1" ALUMINUM
CHANNEL W/
RETURN KEYS
3/4" THICK
HARDWOOD
VENEER PANEL
EXISTING MASONRY OR
SCH'D PARTITION
SUBSTRATE
1/4" THICK CLEATS @ 24"
O.C. HORIZONTALLY
1 /2 "JOINT
2"
1"
0"
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REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
1
:
4
5
A
M
AE702
INTERIOR
ELEVATION
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/4" = 1'-0"
A6 RESTROOM 212 - NORTH
SCALE: 1/4" = 1'-0"
B6 RESTROOM 212 - SOUTH
SCALE: 1/4" = 1'-0"
A5 RESTROOM 212 - WEST
SCALE: 1/4" = 1'-0"
B5 RESTROOM 212 - EAST
SCALE: 1/4" = 1'-0"
A2 SOUTHWEST EXIT - NORTH
SCALE: 1/8" = 1'-0"
C6 PLATFORM - EAST
SCALE: 1/8" = 1'-0"
C5 PLATFORM - WEST
SCALE: 1/8" = 1'-0"
C1 MAIN GYM - SOUTH
SCALE: 1 1/2" = 1'-0"
A1 PLATFORM OPENING HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
E2 HARDWOOD VENEER PANEL INSIDE CORNER DETAIL
SCALE: 1 1/2" = 1'-0"
E4 HARDWOOD VENEER PANEL CHANNEL OUTSIDE CORNER DETAIL
SCALE: 1 1/2" = 1'-0"
E1 HARDWOOD VENEER PANEL EDGE DETAIL
SCALE: 1 1/2" = 1'-0"
E5 HARDWOOD VENEER TYPICAL REVEAL DETAIL
SCALE: 1 1/2" = 1'-0"
D1 HARDWOOD VENEER PANEL PLAN
2 11/05/20 Addendum #2
4 Date 4 ASI #1
08.03 SCH'D DOOR
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.10 WALL BASE
09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG.
10.01 ADA COMPLIANT GRAB BAR
10.07 TOILET PAPER DISPENSER
10.08 ADA BENCH
22.05 LAVATORY & FAUCET, RE PLUMBING DWG.
22.07 SHOWER FIXTURE, SEE PLUMBING
22.09 WATER CLOSET
OPEN
OPEN
10.0211.04 09.15
T1
22.05
06.02
10.06
09.15
T1
M5
22.01
10.01
10.07
09.15
T1
10.01
10.07
22.01 10.02 06.02 22.05
10.05
10.06
SIM.
09.15 09.15
SIM.SIM.
T1
M5
6' - 0"
3 ' - 1 0 "
10.07
22.01
10.02
10.06
06.02
SIM.
SIM.
09.15 09.15
10.05
22.05
10.09
09.08
T1 T1
M5
8 "
6 ' - 8 "
SIM.
22.01
10.07
09.15
T1
10.0609.15
06.02
M5
T1
22.05
10.02 09.15
6 ' - 0 "
T1
6 ' - 8 "
8 "
05.11 09.01
B5P1
09.1005.11 09.01 05.11
P1
09.10
B5
09.10 09.10
09.01
P1
P1
B5 B5
02.28
08.03
09.10
B5
09.01
P1
09.01 02.02
P1P1
5' - 1"2' - 11"2' - 3"
08.03
09.10
P1B5
09.10
B5
E3
AE600
02.28
09.10
B5 B5
09.01
P1
17' - 1"9' - 9"
02.28
P1
09.10 22.10
09.10
B5 P1
04.0402.28
P1
22.10
11' - 11 1/2"6' - 4 1/2"
09.10
B5
09.01
P1 P1
09.10
B5
02.28
P1
09.10
B5
09.01
05.16
05.16
2"
1"
0"
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REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
1
:
5
2
A
M
AE703
INTERIOR
ELEVATION
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
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SCALE: 1/4" = 1'-0"
B2 EMPLOYEE'S RESTROOM (WOMEN) - EAST
SCALE: 1/4" = 1'-0"
A4 EMPLOYEE'S RESTROOM (WOMEN) - NORTH
SCALE: 1/4" = 1'-0"
B4 EMPLOYEE'S RESTROOM (WOMEN) - SOUTH
SCALE: 1/4" = 1'-0"
A2 EMPLOYEE'S RESTROOM (WOMEN) - WEST
SCALE: 1/4" = 1'-0"
B5 STUDENT'S RESTROOM (WOMEN) - EAST
SCALE: 1/4" = 1'-0"
A6 STUDENT'S RESTROOM (WOMEN) - NORTH
SCALE: 1/4" = 1'-0"
B6 STUDENT'S RESTROOM (WOMEN) - SOUTH
SCALE: 1/4" = 1'-0"
A5 STUDENT'S RESTROOM (WOMEN) - WEST
SCALE: 1/4" = 1'-0"
C5 SOUTHEAST EXIT - EAST
SCALE: 1/4" = 1'-0"
C2 SOUTHEAST EXIT - WEST
SCALE: 1/4" = 1'-0"
A1 PLATFORM - NORTH
SCALE: 1/4" = 1'-0"
B1 PLATFORM - EAST
SCALE: 1/4" = 1'-0"
D2 STORAGE 211 - NORTH
SCALE: 1/4" = 1'-0"
E2 STORAGE 211 - SOUTH
SCALE: 1/4" = 1'-0"
D1 STORAGE 211 - WEST
SCALE: 1/4" = 1'-0"
E1 STORAGE 211 - EAST
SCALE: 1/4" = 1'-0"
D4 SOUTHEAST EXIT - NORTH
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
4 Date 4 ASI #1
02.02 EXISTING WALL TO REMAIN
02.28 EXISTING 12" X 8" X 16" CMU WALL
04.04
05.11 METAL RAILING
05.16 METAL RAILING W/ GLAZING PANEL
06.02 SOLID SURFACE COUNTERTOP
08.03 SCH'D DOOR
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.08 SCH'D TILE BASE, RE: AE500 DETAILS
09.10 WALL BASE
09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG.
10.01 ADA COMPLIANT GRAB BAR
10.02 TOILET PARTITION
10.05 MIRROR
10.06 PAPER TOWEL DISPENSER
10.07 TOILET PAPER DISPENSER
10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE
OF EXISTING
11.04 SPIN DRYER PROVIDED BY OWNER
22.01 WALL MOUNTED TOILET, RE PLUMBING DWG.
22.05 LAVATORY & FAUCET, RE PLUMBING DWG.
22.10 FLOOR SINK, RE. PLUMBING DWG.
OPEN OPENOPEN
OPEN OPENOPEN
OPEN
OPEN
10.08
10.05
SIM.
10.10 09.15
SIM.
08.03
09.08
4' - 10"
3 ' - 1 0 "
06.02
T1
M5
09.15
08.03
11.04
T1
10.09
SIM.
09.0811.04
10.10
SIM.
10.08
09.15
10.05
SIM.
06.0209.08
T1
M5
09.15
T1
T1
T2
09.15
09.15
4 ' - 0 "
2 ' - 0 "
3 ' - 0 "09.15
T1
09.15
T2
3 ' - 0 "
2 ' - 0 "
4 ' - 0 "
09.15
10.09
11.04
T1
09.15
T2
3 ' - 0 "
2 ' - 0 "
4 ' - 0 "
12.0510.13 22.07
08.03
09.15
09.08
10.10
SIM.
04.03
T1
10.1009.15
09.08
SIM.
04.03 04.03
10.09
T1
04.03 09.08
09.1510.10
SIM.T1
09.15
T1
09.15
T2
3 ' - 0 "
2 ' - 0 "
4 ' - 0 "
12.05
22.07
10.1610.08
10.01
GENERAL LOCKER NOTES
A. REFER TO AE102A FOR 2TIER, 3 TIER, AND
REPURPOSED LOCKER LOCATIONS
09.15
T1
08.02
10.08
10.10
SIM.
09.08
10.05
3 ' - 1 0 "
SIM.
2' - 9"09.15
T1
10.10
SIM.
08.03
09.01
P1
09.10
B7
08.03
06.02
22.05
M5
09.01
P1
09.10
B7
09.10
B7
P1
09.01
09.10
B7
22.05
06.02
M5
09.01
P1
09.10
B7
06.02
M5
09.01
09.10
B7
P1
22.05
06.02
M5
09.01
09.10
P1
B7
06.0222.05
M5
09.13
09.10
B7
P1
08.03
09.01
P1
09.10
B7
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
2
:
0
1
A
M
AE704
INTERIOR
ELEVATION
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/4" = 1'-0"
D5 EMPLOYEE'S LOCKER ROOM (WOMEN) - NORTH
SCALE: 1/4" = 1'-0"
D3 EMPLOYEE'S LOCKER ROOM (WOMEN) - SOUTH
SCALE: 1/4" = 1'-0"
A2 STUDENT'S LOCKER ROOM (WOMEN) - NORTH
SCALE: 1/4" = 1'-0"
B2 STUDENT'S LOCKER ROOM (WOMEN) - SOUTH
SCALE: 1/4" = 1'-0"
C6 TYP. STUDENT'S SHOWER ROOM (WOMEN) - NORTH
SCALE: 1/4" = 1'-0"
C5 TYP. STUDENT'S SHOWER ROOM (WOMEN) - SOUTH
SCALE: 1/4" = 1'-0"
C4 TYP. STUDENT'S SHOWER ROOM (WOMEN) - WEST
SCALE: 1/4" = 1'-0"
A1 STUDENT'S LOCKER ROOM (WOMEN) - WEST
SCALE: 1/4" = 1'-0"
B1 STUDENT'S LOCKER ROOM (WOMEN) - EAST
SCALE: 1/4" = 1'-0"
C1 EMPLOYEE'S LOCKER ROOM (WOMEN) - EAST
SCALE: 1/4" = 1'-0"
C2 TYP. STUDENT'S SHOWER ROOM (WOMEN) - EAST
SCALE: 1/4" = 1'-0"
B5 EMPLOYEE'S LOCKER ROOM (MEN) - NORTH
SCALE: 1/4" = 1'-0"
A5 EMPLOYEE'S LOCKER ROOM (MEN) - SOUTH
SCALE: 1/4" = 1'-0"
D2 NURSING 261B - NORTH
SCALE: 1/4" = 1'-0"
D1 NURSING 261B - SOUTH
SCALE: 1/4" = 1'-0"
E2 NURSING 261B - WEST
SCALE: 1/4" = 1'-0"
E1 NURSING 261B - EAST
SCALE: 1/4" = 1'-0"
E6 NURSING 261D - NORTH
SCALE: 1/4" = 1'-0"
E5 NURSING 261D - SOUTH
SCALE: 1/4" = 1'-0"
E4 NURSING 261D - WEST
SCALE: 1/4" = 1'-0"
E3 NURSING 261D - EAST
1 10/30/20 Addendum #1
4 Date 4 ASI #1
04.03 CMU BASE, RE: AE500 DETAILS
06.02 SOLID SURFACE COUNTERTOP
08.02 CEILING ACCESS PANEL
08.03 SCH'D DOOR
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.08 SCH'D TILE BASE, RE: AE500 DETAILS
09.10 WALL BASE
09.13 CMU WALL
09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG.
10.01 ADA COMPLIANT GRAB BAR
10.05 MIRROR
10.08 ADA BENCH
10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE
OF EXISTING
10.10 SOLID PLASTIC LOCKER W/ BENCH, REFER TO
AE102A FOR 2 OR 3 TIER STYLE LOCATIONS
10.13 WALL MOUNTED ADJUSTABLE BRACKET SHELVES,
PROVIDE BLOCKING AS REQ'D
10.16
11.04 SPIN DRYER PROVIDED BY OWNER
12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND
STRU. DWGS. FOR CONNECTION AND SUPPORT
22.05 LAVATORY & FAUCET, RE PLUMBING DWG.
22.07 SHOWER FIXTURE, SEE PLUMBING
OPEN
OPEN
OPEN OPENOPEN OPEN
09.15
T1
22.01
10.01
10.07
OPEN
SIM.
09.0811.0409.08 04.03
10.10
OPEN
10.09
SIM.
SIM.
SIM.
06.02 09.08
10.10 09.15
4' - 9"
T1
10.08
M5
3' - 11 1/2"
3 ' - 1 0 "
3' - 11"
3 ' - 1 0 "
4' - 10"
10.05
06.02
10.02
SIM.
10.05
SIM.SIM.
10.06 22.01
10.07
10.01
22.02
10.03
6 ' - 8 "
5 ' - 8 "
22.05
M5 SIM.
SIM.
1' - 0"6' - 0"
3 ' - 1 0 "
11.04
10.02
09.15
T1
22.05
09.15
T1
10.06
09.15
T1
09.15
T2
10.13
6 ' - 8 "
4 ' - 0 "
2 ' - 0 "
3 ' - 0 "
09.15
2 ' - 0 "
3 ' - 0 "
09.15
T2
12.05 10.13
6 ' - 8 "
T1
4 ' - 0 "
09.15 10.10
SIM.
09.08
3 ' - 0 "
2 ' - 0 "
T1
09.15
T2
6 ' - 8 "
10.13 12.05
09.15
T1
T2
3 ' - 0 "
2 ' - 0 "
22.07
6 ' - 8 "
SIM.
12.05
10.13
09.15
4 ' - 0 "
04.03 09.08
SIM.
04.0306.0209.08
10.05
09.1510.10 10.094' - 9"
3 ' - 1 0 "
T1
M5
10.1010.09
SIM.SIM.
06.02 09.0809.08 04.0304.03
09.15
M5
T1
SIM.
04.03 04.0309.08
10.0910.10
09.15
T1
10.1010.10
SIM.
09.08 04.03
GENERAL LOCKER NOTES
A. REFER TO AE102A FOR 2TIER, 3 TIER, AND
REPURPOSED LOCKER LOCATIONS
08.03
SIM.
10.05
SIM.
10.10
09.08
10.10 2' - 9"
3 ' - 1 0 "
09.15
T1
10.08
08.03
09.15
11.04
10.10
SIM.T1
10.10
09.08
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
2
:
1
0
A
M
AE705
INTERIOR
ELEVATION
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/4" = 1'-0"
C2 STUDENT RESTROOM (MEN) - EAST
SCALE: 1/4" = 1'-0"
B5 STUDENT'S LOCKER ROOM (MEN) - EAST
SCALE: 1/4" = 1'-0"
A5 STUDENT'S LOCKER ROOM (MEN) - WEST
SCALE: 1/4" = 1'-0"
C5 STUDENT'S RESTROOM (MEN) - NORTH
SCALE: 1/4" = 1'-0"
D5 STUDENT'S RESTROOM (MEN) - SOUTH
SCALE: 1/4" = 1'-0"
C3 STUDENT'S RESTROOM (MEN) - WEST
SCALE: 1/4" = 1'-0"
D6 TYP. STUDENT'S SHOWER ROOM (MEN) - EAST
SCALE: 1/4" = 1'-0"
B1 TYP. STUDENT'S SHOWER ROOM (MEN) - NORTH
SCALE: 1/4" = 1'-0"
B3 TYP. STUDENT'S LOCKER ROOM (MEN) - SOUTH
SCALE: 1/4" = 1'-0"
C6 TYP. STUDENT'S SHOWER ROOM (MEN) - WEST
SCALE: 1/4" = 1'-0"
A3 STUDENT'S LOCKER ROOM (MEN) - NORTH
SCALE: 1/4" = 1'-0"
A1 STUDENT'S LOCKER ROOM (MEN) - SOUTH
SCALE: 1/4" = 1'-0"
B2 STUDENT'S LOCKER ROOM (MEN) - EAST
SCALE: 1/4" = 1'-0"
E1 EMPLOYEE'S LOCKER ROOM (MEN) - NORTH
SCALE: 1/4" = 1'-0"
E3 EMPLOYEE'S LOCKER ROOM (MEN) - EAST
SCALE: 1/4" = 1'-0"
D1 EMPLOYEE'S LOCKER ROOM (MEN) - WEST
1 10/30/20 Addendum #1
4 Date 4 ASI #1
04.03 CMU BASE, RE: AE500 DETAILS
06.02 SOLID SURFACE COUNTERTOP
08.03 SCH'D DOOR
09.08 SCH'D TILE BASE, RE: AE500 DETAILS
09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG.
10.01 ADA COMPLIANT GRAB BAR
10.02 TOILET PARTITION
10.03 URINAL PARTITION
10.05 MIRROR
10.06 PAPER TOWEL DISPENSER
10.07 TOILET PAPER DISPENSER
10.08 ADA BENCH
10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE
OF EXISTING
10.10 SOLID PLASTIC LOCKER W/ BENCH, REFER TO
AE102A FOR 2 OR 3 TIER STYLE LOCATIONS
10.13 WALL MOUNTED ADJUSTABLE BRACKET SHELVES,
PROVIDE BLOCKING AS REQ'D
11.04 SPIN DRYER PROVIDED BY OWNER
12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND
STRU. DWGS. FOR CONNECTION AND SUPPORT
22.01 WALL MOUNTED TOILET, RE PLUMBING DWG.
22.02 WALL MOUNTED URINAL, SEE PLUMBING
22.05 LAVATORY & FAUCET, RE PLUMBING DWG.
22.07 SHOWER FIXTURE, SEE PLUMBING
OPEN OPEN OPEN OPEN
08.03 08.0308.03 08.03 08.03
09.01 09.01 09.01
P3 P3 P3
09.10 09.10 09.10
B4 B4 B4
A5
AE502
D5
AE501
D5
AE501
D5
AE501
D6
AE501
D6
AE501
D6
AE501
D6
AE501
08.07 08.07 08.07 08.07
09.01
P1
09.27
B6 (ALT.)
08.03 08.03
09.20
09.20
06.0706.0706.07
09.2009.20
09.20
OPEN OPEN
3' - 8 1/2"3' - 10"3' - 8 1/2"3' - 10"3' - 8 1/2"
OPENOPEN
06.10 06.10
M3 M3
06.09 06.09
06.07 06.07 06.0709.27 09.2709.27
8 ' - 4 1 /2 "
4 "
B6 (ALT.)B6 (ALT.)B6 (ALT.)
09.27
B6 (ALT.)
09.27 09.27 09.27 09.27
B6 (ALT.)B6 (ALT.)B6 (ALT.)B6 (ALT.)
09.27
B6 (ALT.)
09.27
B6 (ALT.)
W1 W1 W1
W1 W1 W1
3 ' - 4 "
1' - 11 1/2"4' - 0 1/2"1' - 11 1/2"4' - 0 1/2"1' - 11 1/2"
8 ' - 1 0 "
2 ' - 8 "
C5
AE501
C5
AE501
TYP.TYP.
08.03 08.03 08.03 08.03 08.03 09.0109.0109.01
P3 P3 P3
09.10 09.10 09.10
B4 B4 B4
09.10
B4
P3
09.0109.01
08.03
09.10
09.01
P3
B4
09.01
211
2'-0"
212
2'-0"
212
2'-0"
7' - 7"6' - 0"6' - 0"6' - 0"7' - 2"
09.01
P1
M1M1M1
09.10
B1
08.0308.03
08.0708.0708.07
08.07
1' - 9"1' - 9"2' - 6"3' - 6"2' - 6"3' - 6"
211
2'-0"
M1
06.02
M2
3 ' - 4 "
09.10
B1
5 ' - 9 1 /2 "
2 ' - 8 "
4 ' - 1 1 "
06.02
M2
P1
09.10
B1
02.28
2 ' - 7 "
2' - 0"
09.01
P1
09.10
B1
M2
2' - 0"
09.10
P1B1
M2
02.28
A5
AE502
1' - 10"29' - 1"1' - 10"
3 ' - 0 "
E Q .
E Q .
E Q .
2 ' - 0 "
1 ' - 8 "
4 "
1' - 4"30' - 1"1' - 4"
06.09
06.09 06.09
06.10
06.10
M3
M3
06.10 M3
06.10 06.1006.10
M3 M3M3
1' - 4"6"
1 1 ' - 0 "
2 ' - 0 "
6 ' - 0 "
3 ' - 0 "
3 ' - 0 "
1 ' - 4 "
1 ' - 4 "
1 ' - 4 "
2 ' - 0 "
1 ' - 8 "
4 "
1' - 4"6' - 4 1/2"
1' - 10"5' - 6 1/2"
1' - 4"6"
06.10
M3
06.10
M3
06.09
6' - 4 1/2"1' - 4"
5' - 6 1/2"1' - 10"
3 ' - 0 "
1 ' - 4 "
1 ' - 4 "
1 ' - 4 "
2 ' - 0 "
2 ' - 0 "
2 ' - 0 "
6 ' - 0 "
3 ' - 0 "
6"1' - 4"
06.10
06.10
M3
M3
06.09
D4
AE501
C4
AE501
06.07
W1
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
2
:
1
8
A
M
AE706
INTERIOR
ELEVATION
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/4" = 1'-0"
B5 NORTH EXIT - NORTH
SCALE: 1/4" = 1'-0"
A1 NORTH EXIT - SOUTH
SCALE: 1/4" = 1'-0"
D5 NORTH EXIT - SOUTH
SCALE: 1/4" = 1'-0"
B4 NORTH EXIT - WEST
SCALE: 1/4" = 1'-0"
D4 NORTH EXIT - EAST
SCALE: 1/4" = 1'-0"
B2 TICKET OFFICE - NORTH
SCALE: 1/4" = 1'-0"
D2 TICKET OFFICE - SOUTH
SCALE: 1/4" = 1'-0"
E1 TICKET OFFICE - WEST
SCALE: 1/4" = 1'-0"
D1 TICKET OFFICE - EAST
SCALE: 1/4" = 1'-0"
E5 DISPLAY - SOUTH
SCALE: 1/4" = 1'-0"
E4 DISPLAY - WEST
SCALE: 1/4" = 1'-0"
E2 DISPLAY - EAST
SCALE: 1/4" = 1'-0"
B1 TICKET OFFICE EAST SIDE - WEST
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
3 11/10/20 Addendum #3
4 Date 4 ASI #1
02.28 EXISTING 12" X 8" X 16" CMU WALL
06.02 SOLID SURFACE COUNTERTOP
06.07 CUSTOM WOOD GRILLE
06.09 GLASS DISPLAY CASE WITH SLIDING LOCKABLE DOORS
06.10 NATURAL OAK WOOD MILLWORK
08.03 SCH'D DOOR
08.07 OWNER PROVIDED COUNTER SHUTTER
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.10 WALL BASE
09.20 ALUMINUM COMPOSITE MATERIAL PANEL WITH 1/2"
REVEAL, CONCEALED FASTENER. SUBMIT SHOP
DRAWING FOR THE JOINT LAYOUT
09.27 STAINLESS STEEL BASE AS ALTERNATE, RE. FINISH
SCHEDULE
F8 P1B5
189
SPINNING RM.
F3 P1B4
191
ACTIVITY STOR.
F5 P1B1
190
MECH.
AE700
A2
A4
F3 P1B4
189A
STOR.
A3
AE505 B3
AE505
B1
AE505
D1
AE505
A1
A6
09.21
TYP.
STOR.
F3 P1B4
190B
D1
AE505
AE701
A6
B6
AE701 A4B4
AE701 C6D6
AE701
D4
C4
AE700D1 D2
D4
D5
A2
AE701C1
AE700
C4
C1 C2
C5
F3 P1B4
177
ACTIVITY STOR.
WELLNESS
CTR
OFFICE
F1 P1B2
179D
WELLNESS
CTR
OFFICE
F1 P1B2
179C
WELLNESS
CTR
OFFICE
F1 P1B2
179BF1P1B2
179A
SORT & ASSEMBLE
F1 P1B2
175
CUSTODIAN OFFICE
F3 P1B4
178
EQUIP. RM.
F5 P1B1
176
CUSTODIAN
F3 P1B4
180
LAUNDRY RM.
(ALT. 1)
(ALT. 2)
B1 A1
VEST.
F5 P1B1
1-G
F1 P1B2
179
NEW WELLNESS CENTER
WOMEN'S
F7 T4T1
181
MEN'S
F7 T4T1
183
11.01
11.01
06.02
M5
10.11
10.11
06.02
M5
VEST.
F5 P1B1
1-G
10.09
10.09
D1
AE505
D1
AE505
D1
AE505
D3
AE505
D1
AE505
C1
AE505
C1
AE505
C1
AE505
C1
AE505
D3
AE505
B5
AE505
B5
AE505
09.21
TYP.
AE410
A3
AE411
A3
B2
AF101
A5
FITNESS
CENTER
X XX
182
F5 P1B1
211
STORAGE
F10 T4B9
212
RR.
STAIR
X P2B5
S003
F2 P1B3
E002
SE. EXIT
AE703
E2
AE703 C2
AE703
C5
D4
AE702
A2
AE703B1
A1
E1
D2
D1
MAIN GYM
250A
PLATFORM
X P2B5
210
SW. EXIT
X P1B1
E001A1
AE401
E3
AE401
P2
STOR.
X P2B1
200
03.07 03.07
STAIR
X P2B5
279
D3
AE505
B1
AE505
C1
AE505
B1
AE505
B1
AE505
B1
AE505
D6
AE505
D6
AE505
D5
AE505
E3
AE600
AE702C6 AE702 C5
09.21
TYP.
AF101
A3
F5 P1B1
213
HW.
F2 P1B3
214
HW.
C1
AE501
C2
AE501
AE706
D2
D1
B2
E1
AE706
E5
E2 E4
AE706
A1
AE706
B5
D4
D5
B4
F3 P1-
221
DISPLAY
F1 P1B2
220
TICKET OFFICE
F3 P3B4
E003
NORTH EXIT
AE706 B1
A5
AE502P3
P3
09.27
B6 (ALT.)
09.27
09.27
09.27
09.27
09.27
B6 (ALT.)
B6 (ALT.)
B6 (ALT.)
B6 (ALT.)
B6 (ALT.)
C5
AE505
C5
AE505
E3
AE505
E3
AE505
E3
AE505
AE704
D3
AE703B2 A2
D5
AE703 A5B5AE704
C6
C4
AE704
A2
B2
B4
A4
C5
A6
B6
A1B1
C1
C2
AE413
A6
F6 T1B7
261A
WOMEN'S EMPLOYEE
LOCKER RM.
261E
STORAGE
ALT. 3
1/
4
"
/
1
'
-0"
1/
4
"
/
1
'
-0"
06.02
M5
06.02
M5
10.11
10.11
10.10
A5
AE505
AE704E1
D1
D2
E2
F6 T1B7
261
WOMEN'S STUDENT
LOCKER RM.
F6 P1B7
261B
NURSING
F6 P1B7
261D
NURSING
AE704
E6
E3
E5
E4
AE705 C6
AE705
D5
C3C2
C5AE705D1
AE705 A5B5
E3
B3
B1
D6
A3
AE705
A1
B2
E1
AE704
B5
AE413
D6
F6 T1B7
207A
MEN'S EMP. LOCKER RM.
207D
STORAGE
ALT. 3 1/
4
"
/
1
'
-0"
1/4" / 1'-0"
1/
4
"
/
1
'
-0"
1/4" / 1'-0"
06.02
06.02
M5
M5
10.10
10.10
10.10
A5
AE505
F6 T1B7
207
MEN'S STUDENT LOCKER
RM.
A5
10.08
FINISH TAG LEGEND
F WB
101
ROOM NAME
SEE FINISH LEGEND ON SHEET AE610 FOR
FINISHES
X = KEEP EXISTING FINISH.
PATCH & REPAIR AS
REQUIRED
WALL FINISH
BASE FINISEFLOOR
FINISH
ROOM
NUMBER
FLOOR FINISH HATCH
LEGEND
CARPET
VCT
CONCRETE
TILE
TERAFLEX
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
2
:
3
6
A
M
AF100
LEVEL 1 & 2
FINISH
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/8" = 1'-0"
D3 SPINNING, ACTIVITY & MECH. RMS. FINISH PLANS
SCALE: 1/8" = 1'-0"
D5 WELLNESS CTR., ACTIVITY STORAGE & LAUNDRY RMS. FINISH PLAN
SCALE: 1/8" = 1'-0"
D6 FITNESS CENTER FINISH PLAN
SCALE: 1/8" = 1'-0"
B3 PLATFORM & EXITS FINISH PLAN
SCALE: 1/8" = 1'-0"
A3 TICKET SALES & NORTH EXIT FINISH PLAN
SCALE: 1/8" = 1'-0"
D1 WOMEN'S LOCKER ROOM FINISH PLAN
SCALE: 1/8" = 1'-0"
A1 MEN'S LOCKER ROOM FINISH PLAN
03.07 CONCRETE STAIRS
06.02 SOLID SURFACE COUNTERTOP
09.21
09.27 STAINLESS STEEL BASE AS ALTERNATE, RE.
FINISH SCHEDULE
10.08 ADA BENCH
10.09 15" X 18" DOUBLE STACKED LOCKER UNIT,
REUSE OF EXISTING
10.10 SOLID PLASTIC LOCKER W/ BENCH, REFER
TO AE102A FOR 2 OR 3 TIER STYLE
LOCATIONS
10.11 DRESSING PARTITION W/ BENCH
11.01 WASHER / DRYER PROVIDED BY OWNER
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
AE700B2 AE700C6AE700D6
B5
B4
B6
AE700
B1
AE702B5
A6
A5
B6
RESTROOM
F10 B9 T4
212
A1
AE505
FINISH TAG LEGEND
F WB
101
ROOM NAME
SEE FINISH LEGEND ON SHEET AE610 FOR
FINISHES
X = KEEP EXISTING FINISH.
PATCH & REPAIR AS
REQUIRED
WALL FINISH
BASE FINISEFLOOR
FINISH
ROOM
NUMBER
FLOOR FINISH HATCH
LEGEND
CARPET
VCT
CONCRETE
TILE
TERAFLEX
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
12
/
1
7
/
2
0
2
0
1
1
:
5
2
:
3
8
A
M
AF101
ENLARGED
FINISH
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
-
P
E
R
M
I
T
S
E
T
-
1
1
/
2
3
/
2
0
2
0
RE
X
B
U
R
G
I
D
20054
SCALE: 1/2" = 1'-0"
A5 SORT & ASSEMBLE PLAN FINISH PLAN (ALT. 2)
SCALE: 1/2" = 1'-0"
A3 RESTROOM 212 FINISH PLAN
1 10/30/20 Addendum #1
2 11/05/20 Addendum #2
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
LRFD -GRAVITY AND LATERAL....................................1605.2.1
4.GRAVITY DESIGN:
DEAD LOAD
ROOF................................................................................20 PSF
FLOOR..............................................................................VARIES
LIVE LOAD (UNIFORMLY DISTRIBUTED LOADS)
STAGE..............................................................................150 PSF
GYM FLOOR WITH REINF...............................................150 PSF
MECHANICAL....................................................................125 PSF
ROOF LIVE LOAD
(NOT CONCURRENT WITH ROOF SNOW LOAD)............20 PSF
ROOF SNOW LOAD
GROUND SNOW LOAD...................................................50 PSF
FLAT ROOF SNOW LOAD...............................................39 PSF
Is........................................................................................1.10
Ce......................................................................................1.00
Ct.......................................................................................1.00
DRIFTING PER ASCE 7
5.LATERAL DESIGN:
WIND DESIGN PER ASCE 7-10
ULTIMATE DESIGN WIND SPEED..................................112 MPH
EXPOSURE.....................................................................B
INTERNAL PRESSURE COEFFICIENT..........................0.18
TOPOGRAPHIC FACTOR...............................................1.00
SEISMIC DESIGN
SEISMIC DESIGN PROCEDURE.....................................EQUIVALENT
Ss CHART VALUE.............................................................37 g
S1 CHART VALUE.............................................................143 g
SITE COEFFICIENT FA....................................................1.30
SITE COEFFICIENT FV....................................................1.50
SDS....................................................................................321 g
SD1....................................................................................143 g
SITE CLASS.....................................................................C
SEISMIC DESIGN CATEGORY.......................................C
IMPORTANCE FACTOR Ie...............................................1.25
REDUNDANCY FACTOR..................................................1.00
PORTION OF SNOW LOAD INCLUDED..........................20%
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 DEMOLITION, DOORS, WINDOWS, NON-
BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS,
RECESSES, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, CHAMFERS, KERFS, ETC.
C.COORDINATE DEMOLITION WITH ARCHITECT'S DRAWINGS. 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.
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.
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.
G.CONTINUOUS FOOTINGS WITHOUT CONCRETE FOUNDATION WALLS ABOVE SHALL BE
REINFORCED WITH A MINIMUM OF 2-#6 LONGITUDINAL TOP BARS IN ADDITION TO REINFORCING
SPECIFIED IN THE FOOTING SCHEDULE. AT OPENINGS, PROVIDE (1) #6 TOP BAR FOR EACH
FOOT OF FOOTING WIDTH OR PORTION THEREOF, EXTEND 24" BEYOND EDGE OF OPENING,
EACH SIDE.
H.NO PENETRATIONS SHALL BE ALLOWED THROUGH ANY CONCRETE FOOTING. WHEN CONFLICTS
ARISE BETWEEN UNDERGROUND PLUMBING, UTILITIES, ETC., THE FOOTING SHALL BE STEPPED
DOWN BELOW THE CONFLICT AND A CONCRETE WALL, PIER, COLUMN ETC., SHALL BE
EXTENDED TO THE FOOTING AS REQUIRED.
I.BEARING SURFACES FOR FOOTINGS WHICH ARE, OR BECOME, UNDERMINED DURING
CONSTRUCTION SHALL BE BACKFILLED WITH A LEAN-MIX CONCRETE (2000 PSI MIN.).
6.SLABS ON GRADE:
A.INTERIOR SLABS ON GRADE SHALL BE A MINIMUM OF 4 INCHES THICK, SHALL BEAR ON A 4
INCH MINIMUM LAYER OF FREE-DRAINING GRAVEL, AND SHALL BE REINFORCED WITH #4 BARS
AT 18" O.C. BOTH WAYS, TYPICAL UNLESS NOTED OTHERWISE. PROVIDE CHAIRS WITH SAND
PLATES FOR PROPER PLACEMENT.
B.SLABS ON GRADE SHALL BE SUBDIVIDED BY CONSTRUCTION AND/OR CONTRACTION (CONTROL)
JOINTS INTO ROUGHLY SQUARES WHOSE SIDES SHALL NOT EXCEED 15 FEET IN EITHER
DIRECTION.
C.SEE ARCHITECTURAL FOR EXTERIOR SLABS ON GRADE, TYPICAL, UNLESS NOTED OTHERWISE.
7. WALLS:
A.CONCRETE WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE:
WALL VERTICAL HORIZONTAL
THICKNESS REINFORCING REINFORCING
(GRADE 60)(GF 0.0012)(GF 0.0020)
8"#4 @ 18" O.C.#4 @ 12" O.C.
10"#4 @ 16" O.C.#5 @ 14" O.C.
12"#4 @ 18" O.C.,E.F.#4 @ 16" O.C.,E.F.
14"#4 @ 18" O.C.,E.F.#4 @ 14" O.C.,E.F.
16"#4 @ 18" O.C.,E.F.#4 @ 12" O.C.,E.F.
18" #4 @ 18" O.C.,E.F.#4 @ 10" O.C.,E.F.
(SHEAR WALLS)(GF 0.0025)(GF 0.0025)
8"#5 @ 14" O.C.#5 @ 14" O.C.
10"#5 @ 12" O.C.#5 @ 12" O.C.
12"#4 @ 12" O.C.,E.F.#4 @ 12" O.C.,E.F.
14"#4 @ 10" O.C.,E.F.#4 @ 10" O.C.,E.F.
16"#5 @ 14" O.C.,E.F.#5 @ 14" O.C.,E.F.
18" #5 @ 12" O.C.,E.F.#5 @ 12" O.C.,E.F.
B.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL (EXCEPT FOR BASEMENT WALLS,
RETAINING WALLS, OR WHEN EACH FACE IS SPECIFIED).
C.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR STRUCTURE BELOW
AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED
OTHERWISE.
D.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND
SPACING AS THE HORIZONTAL REINFORCING.
E.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH
A STANDARD HOOK.
F.WHEN TWO CURTAINS OF STEEL ARE REQUIRED, THE SPLICES IN THE HORIZONTAL
REINFORCING OF EACH CURTAIN SHALL NOT OCCUR AT THE SAME LOCATION.
G.PENETRATIONS THROUGH ANY CONCRETE WALL SHALL BE BUILT INTO THE WALL AS THE WALL
IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL
ENGINEER PRIOR TO INSTALLATION.
H.PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT
WALLS.
8. 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.
9. COLUMNS:
A.VERTICAL REINFORCING IN COLUMNS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS SPLICE
LENGTH. SPLICES SHALL OCCUR AT FLOOR LEVELS ONLY.
B.LATERAL TIES IN COLUMNS SHALL BE SPACED AT ONE HALF THE REGULAR SPACING BUT NOT
MORE THAN 8 INCHES ON CENTER AT THE TOP AND BOTTOM OF THE COLUMN FOR A DISTANCE
OF 1/6 THE CLEAR COLUMN HEIGHT, THE MAXIMUM COLUMN PLAN DIMENSION, OR 18 INCHES,
WHICHEVER IS GREATER.
C.WHEN CROSS SECTIONAL CHANGES OCCUR IN COLUMNS, THE LONGITUDINAL BARS SHALL BE
OFFSET IN A REGION WHERE LATERAL SUPPORT IS PROVIDED. AT THE OFFSET, THE SLOPE
OF THE INCLINED PORTION SHALL NOT BE MORE THAN 1 IN 6, AND THE LATERAL TIES SHALL BE
SPACED NOT OVER 3 INCHES ON CENTER FOR A DISTANCE OF ONE FOOT BELOW AND ABOVE
THE POINT OF OFFSET.
MASONRY
1.CODES AND STANDARDS:
A.MASONRY CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE
AMERICAN CONCRETE INSTITUTE (ACI) 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES",
AND SECTIONS 2103, 2104, AND 2105 OF THE IBC.
2.MATERIALS:
A.MASONRY BLOCK SHALL BE LIGHTWEIGHT CONCRETE MASONRY UNITS AND SHALL CONFORM
TO ASTM C90, GRADE N, TYPE 1, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2800 PSI AT 28
DAYS FOR NET AREA.
B.MASONRY BRICK SHALL BE CLAY MASONRY UNITS AND SHALL
CONFORM TO ASTM C62, GRADE SW, WITH A MINIMUM COMPRESSIVE
STRENGTH OF 4,000 PSI AT 28 DAYS.
C.MORTAR SHALL BE TYPE "S" AS DEFINED BY THE IBC AND SHALL CONFORM TO ASTM C270,
WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. IT SHALL CONSIST OF 1.0
PART PORTLAND CEMENT, 0.25 TO 0.5 PARTS HYDRATED LIME OR PUTTY LIME, AND 3.5 TO 4.5
PARTS SAND. ALL MEASUREMENTS ARE PARTS BY VOLUME. NO ADDITIVES ARE ALLOWED.
D.GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF
3000 FOR F'M = 2000 PSI AT 28 DAYS. IT SHALL BE OF A FLUID
CONSISTENCY AND SHALL CONSIST OF A MINIMUM OF 1.0 PART PORTLAND CEMENT, 2.25 TO 3.0
PARTS SAND, AND MAY CONTAIN AN ADDITIONAL 1 TO 2 PARTS PEA GRAVEL IF GROUT SPACES
ARE 4" OR MORE IN EVERY DIRECTION. ALL MEASUREMENTS ARE PARTS BY VOLUME. LIMIT
FLY ASH TO 15% OF THE TOTAL CEMENTITIOUS MATERIAL.
E.PRISM TESTS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'M =
2000 PSI AT 28 DAYS.
F.EPOXY SHALL CONFORM TO ASTM C881, TYPES I, II, IV, AND V, GRADE 3, CLASSES B AND C.
3.CONSTRUCTION:
A.ALL MASONRY BLOCK SHALL BE STORED UNDER COVER AT THE JOB SITE.
B.FACE SHELLS SHALL BE FULLY BEDDED.
C.ALL MORTAR JOINTS SHALL BE TOOLED CONCAVE UNLESS NOTED OTHERWISE.
D.DO NOT USE MORTAR FOR GROUT.
E.DO NOT USE ANY FROZEN MATERIAL.
F.PRIOR TO PLACING MASONRY, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF
OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS,
ETC.
G.GROUT SHALL BE POURED IN ACCORDANCE WITH LOW LIFT PROCEDURES PER ACI 530,
TYPICAL, UNLESS NOTED OTHERWISE.
H.GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING AND
RECONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED BUT BEFORE
WORKABILITY IS LOST.
I.ALL CELLS WHICH CONTAIN REINFORCING, BOLTS, ANCHORS, ETC., AND AS OTHERWISE
SPECIFIED SHALL BE GROUTED SOLID. ALL CELLS WHICH ARE TO BE GROUTED SHALL BE
CLEAN AND FREE FROM DELETERIOUS MATERIALS.
J.GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE.
K.HOLES FOR BOLTS IN MASONRY FACE OR END SHELLS SHALL HAVE A DIAMETER TWO INCHES
LARGER THAN THE BOLT DIAMETER AND THE HOLE SHALL BE FILLED WITH GROUT.
L.NO PENETRATION SHALL BE ALLOWED THROUGH ANY MASONRY BEAM, 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.
M.ALL BOLTS TO BE DRILLED AND EPOXIED SHALL BE INSTALLED IN SOLID MATERIAL. AT CAVITY
LOCATIONS GROUT SOLID. ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE
BRUSHED AND CLEANED WITH COMPRESSED AIR. FOLLOW MANUFACTURERS
RECOMMENDATIONS.
4.WALLS:
A.MASONRY WALLS SHALL BE CONSTRUCTED UTILIZING COMMON RUNNING BOND, TYPICAL,
UNLESS NOTED OTHERWISE.
B.MASONRY WALLS SHALL BE BUILT AS AN INTEGRAL UNIT AT CORNERS AND INTERSECTIONS.
REINFORCING SHALL BE CONTINUOUS AND BACK TO BACK END SHELLS SHALL BE REMOVED IN
EACH COURSE.
C.MASONRY WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE.
WALL VERTICAL HORIZONTAL
THICKNESS REINFORCING REINFORCING
(WITH JOINT REINFORCING)
6"1-#4 AT 32" O.C.1-#4 AT 48" O.C.
8"1-#5 AT 32" O.C.2-#3 AT 48" O.C.
10"1-#5 AT 32" O.C.2-#4 AT 48" O.C.
12"1-#6 AT 32" O.C.2-#4 AT 48" O.C.
PROVIDE LADDER-TYPE JOINT REINFORCING CONSISTING OF 2-#9 WIRES (3-#9 WIRES AT
VENEER) AT 16" O.C. HORIZONTALLY IN ALL MASONRY WALLS. SEE PLANS, SCHEDULES, AND
DETAILS FOR OTHER REINFORCING REQUIREMENTS.
(WITHOUT JOINT REINFORCING)
6"1-#5 AT 32" O.C.1-#4 AT 48" O.C.
8"1-#5 AT 32" O.C.2-#4 AT 48" O.C.
10"1-#6 AT 32" O.C.2-#4 AT 48" O.C.
12"1-#7 AT 32" O.C.2-#4 AT 48" O.C.
SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS.
D.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL UNLESS EACH FACE IS
SPECIFIED OR UNLESS NOTED OTHERWISE.
E.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR FOUNDATION WALL
BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL,
UNLESS NOTED OTHERWISE.
F.PROVIDE VERTICAL REINFORCING IN GROUTED CELL AT ALL CORNERS AND INTERSECTIONS.
G.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND
SPACING AS THE HORIZONTAL REINFORCING.
H.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH
A STANDARD HOOK.
I.HORIZONTAL REINFORCING SHALL OCCUR AT THE TOP AND BOTTOM COURSE OF ALL MASONRY
WALLS EXCEPT THE BOTTOM COURSE HORIZONTAL REINFORCING MAY BE OMITTED WHEN THE
WALL IS DOWELED TO A CONCRETE FOUNDATION WALL BELOW.
J.OPENINGS IN WALLS WHICH EXCEED 24 INCHES IN EITHER DIRECTION SHALL BE REINFORCED
WITH A MINIMUM OF 2-#5 BARS IN GROUTED SPACE ON ALL SIDES OF THE OPENING, TYPICAL,
UNLESS NOTED OTHERWISE. VERTICAL BARS SHALL EXTEND THE FULL HEIGHT OF THE WALL
BETWEEN SUPPORTS. HORIZONTAL BARS SHALL EXTEND A MINIMUM OF 24 INCHES BEYOND
THE EDGES OF THE OPENING.
K.PENETRATIONS THROUGH ANY MASONRY WALL SHALL BE BUILT INTO THE WALL AS THE WALL
IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL
ENGINEER PRIOR TO INSTALLATION.
L.CONSTRUCTION JOINTS IN REINFORCED MASONRY WALLS SHALL NOT OCCUR AT THE EDGE OF
BEAM SUPPORTS AND SHALL BE PROVIDED PER THE ARCHITECTURAL DRAWINGS.
M.WHERE HORIZONTAL REINFORCING BARS JOIN CONCRETE WALLS, COLUMNS, OR PILASTERS,
REINFORCING SHALL BE CONTINUOUS. ALSO, A KEY SHALL BE PROVIDED BETWEEN THE
MASONRY AND THE CONCRETE. FILL KEY WITH GROUT.
5.COLUMNS:
A.GROUT JAMBS SOLID FOR FULL HEIGHT OF WALL (FLOOR TO FLOOR AND/OR ROOF) AT SIDES
OF OPENINGS; ONE CELL FOR EACH 4'-0" OF SPAN OR PORTION THEREOF. REINFORCE WITH 2-
#5 VERTICAL BARS IN EACH GROUTED CELL WITH ONE BAR PLACED AT EACH FACE OF WALL,
TYPICAL UNLESS NOTED OTHERWISE. SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER
REINFORCING REQUIREMENTS.
MASONRY VENEER
1.PRODUCT:
A.LEDGERS AND LINTELS SHALL BE ASTM A36 GALVANIZED MATERIAL.
B.MASONRY VENEER ANCHOR TIES SHALL BE ONE OF THE FOLLOWING.
I.DOVETAIL ANCHORS.
II.DW-10 SEISMIC CLIP INTERLOCK SYSTEM BY HOHMANN & BARNARD.
III.ARCHITECT AND STRUCTURAL ENGINEER APPROVED TWO PIECE ADJUSTABLE HOT-DIPPED
GALVANIZED TIES.
2.INSTALLATION:
A.MASONRY VENEER SHALL BE INDEPENDENTLY SUPPORTED AT EACH STORY IN SEISMIC
DESIGN CATEGORY D, E, OR F.
B.MAXIMUM SPACING OF ANCHOR TIES SHALL BE 16" O.C. HORIZONTAL AND VERTICAL.
C.PROVIDE CONTINUOUS HORIZONTAL GALVANIZED #9 WIRE IN CENTER THIRD OF MORTAR JOINTS
AT 16" O.C.. ENGAGE #9 WIRE WITH ALL ANCHOR TIES.
D.MAXIMUM SPACING OF STUD BACKING SHALL BE 16" O.C. STUDS SHALL BE COVERED WITH
1/2" SHEATHING AND APPROVED PAPER.
E.CONSTRUCTION JOINTS IN MASONRY VENEER WALLS SHALL BE PROVIDED AS PER THE
ARCHITECTURAL DRAWINGS, AND SHALL BE SPACED AT A MAXIMUM OF 30'-0" O.C. FOR BRICK
VENEER AND A MAXIMUM OF 15'-0" O.C. FOR MASONRY BLOCK VENEER.
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.
8.DEFERRED SUBMITTALS:
A.THE FOLLOWING ITEMS REQUIRING DEFERRED SUBMITTALS ARE LISTED BELOW. THESE ITEMS
SHALL BE DESIGNED AND FABRICATED BY THE MANUFACTURER ACCORDING TO THE
SPECIFICATIONS GIVEN IN THE CONTRACT DOCUMENTS.
PRE-CAST CONCRETE MEMBERS
MANUFACTURED WOOD JOIST AND BEAMS
B.THESE DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT ARCHITECT
AND/OR ENGINEER FOR REVIEW AND COORDINATION. UPON THE COMPLETION OF THE
ARCHITECT/ENGINEER REVIEW, THE ARCHITECT/ENGINEER WILL SUBMIT THE DEFERRED
SUBMITTALS TO THE BUILDING OFFICIAL FOR REVIEW AND APPROVAL. THE SUBMITTAL TO THE
BUILDING OFFICIAL SHALL INCLUDE A LETTER STATING THAT THE ARCHITECT/ENGINEER REVIEW
HAS BEEN PERFORMED AND THAT THE PLANS AND THE CALCULATIONS FOR THE DEFERRED
SUBMITTAL ITEMS ARE FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN
DRAWINGS WITH NO EXCEPTIONS.
C.THE FINAL SUBMITTAL SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER
LICENSED IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR AND SHALL BE AVAILABLE AT
THE JOBSITE THROUGHOUT CONSTRUCTION.
D.CONSTRUCTION RELATED TO DEFERRED SUBMITTALS SHALL NOT COMMENCE UNTIL THE
BUILDING OFFICIAL HAS APPROVED THE SUBMITTAL.
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.
MASONRY: STRENGTH OF MORTAR, GROUT, BLOCK, AND PRISMS.
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 SIGNIFICANT STAGES OF CONSTRUCTION.:
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.
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.FOOTINGS:
A.FOOTINGS SHALL BEAR ON PROPERLY PREPARED MATERIAL. SEE THE SITE PREPARATION
NOTES.
B.FOOTINGS SHALL BE CENTERED BELOW THE WALL AND/OR COLUMN ABOVE, TYPICAL UNLESS
NOTED OTHERWISE.
C.EXTERIOR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF FROST.
D.PROVIDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WALL FOOTINGS.
E.STAGGER FOOTING CONSTRUCTION JOINTS FROM WALL CONSTRUCTION JOINTS ABOVE BY AT
LEAST 6 FEET.
F.REINFORCING IN CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND/OR
INTERSECTIONS BY PROVIDING PROPER LAP LENGTHS AND/OR CORNER BARS.
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 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" 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 SNUG TIGHT 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.
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.
WOOD
1.CODES AND STANDARDS:
A.WOOD CONSTRUCTION SHALL COMPLY WITH:
I.THE AMERICAN FOREST & PAPER ASSOCIATION "NATIONAL DESIGN SPECIFICATION",
AFPA-NDS.
II.THE GRADING REQUIREMENTS OF THE WESTERN WOODS PRODUCTS ASSOCIATION,
WWPA.
2.MATERIALS:
A.STRUCTURAL LUMBER SHALL BE AS FOLLOWS AND SHALL BE CLEARLY MARKED AS TO
SPECIES AND GRADE:
I.JOISTS, BEAMS OR HEADERS -DOUGLAS FIR-LARCH #2 OR BETTER.
II.POSTS AND COLUMNS -DOUGLAS FIR-LARCH #1 OR BETTER.
III.STUDS -DOUGLAS FIR-LARCH #2 OR BETTER. STUD GRADE AND STANDARD GRADE ARE
NOT ALLOWED.
B.MANUFACTURED JOISTS SHALL BE AS PER THE DRAWINGS UNLESS OTHERWISE APPROVED
BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO BIDDING. ALTERNATE JOIST
MANUFACTURERS PRODUCTS ARE ACCEPTABLE PROVIDED THE SECTION PROPERTIES,
DESIGN PARAMETERS, AND LOADING CAPACITIES OF THE SPECIFIED PRODUCT ARE MET OR
EXCEEDED.
C.STRUCTURAL GLUED-LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED PER AITC
A190.1 AND ASTM D 3737. IT SHALL BE 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR
CONTINUOUS SPANS OR CANTILEVERED BEAMS AND CLEARLY MARKED, MEETING THE GRADE
REQUIREMENTS AS DEFINED BY THE IBC.
D.STRUCTURAL LAMINATED-VENEER-LUMBER (LVL) SHALL CONFORM TO THE FOLLOWING
MINIMUM DESIGN PARAMETERS:
Fb =2,600 PSI
Fv =285 PSI
E =1,900,000 PSI
E.STRUCTURAL PARALLEL-STRAND-LUMBER (PSL) SHALL CONFORM TO THE FOLLOWING MINIMUM
DESIGN PARAMETERS:
Fb =2900 PSI
Fv =290 PSI
E =2,000,000 PSI
F.STRUCTURAL LAMINATED-STRAND-LUMBER (LSL) SHALL CONFORM TO THE FOLLOWING
MINIMUM DESIGN PARAMETERS:
Fb =2250 PSI
Fv =285 PSI
E =1,500,000 PSI
G.WOOD STRUCTURAL PANELS SHALL BE EXPOSURE 1 GRADE OR BETTER A.P.A. RATED
SHEATHING WITH EXTERIOR GLUE AND SHALL CONFORM TO STANDARD PS 1-07, OR PS 2-04.
H.WOOD CONNECTORS SHALL BE SIMPSON STRONG-TIE UNLESS OTHERWISE APPROVED BY THE
ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO BIDDING.
I.WOOD JOISTS AND BEAMS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL
ENGINEER CURRENTLY LICENSED IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR.
3.CONSTRUCTION:
A.ROOF AND FLOOR JOISTS SHALL BE AS NOTED ON THE PLANS. ALL JOISTS SHALL BE
LATERALLY SUPPORTED AT THE ENDS BY SOLID BLOCKING AND/OR A METAL HANGER.
B.MANUFACTURED JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND SHALL BE DESIGNED TO SUPPORT THE MAXIMUM LOADS INDICATED
IN THE MANUFACTURER'S PUBLISHED LOAD TABLES.
C.PROVIDE APPROVED BRIDGING AT 8'-0" O.C. MAXIMUM SPACING FOR ALL DIMENSIONAL
LUMBER, LVL, PSL, AND LSL JOISTS. PROVIDE BRIDGING IN ALL OTHER MANUFACTURED JOISTS
PER THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE SHOWN ON PLAN.
D.HOLES IN WOOD CONNECTORS (FRAMING ANCHORS, JOIST HANGERS, PURLIN ANCHORS, ETC.)
MUST BE FILLED WITH NAILS AS SPECIFIED BY THE MANUFACTURER, TYPICAL, UNLESS NOTED
OTHERWISE.
E.BOLTS THRU WOOD SHALL HAVE WASHERS UNDER NUTS. ALL BOLTS HOLES SHALL BE 1/32
TO 1/16 INCH LARGER THAN BOLTS. NUTS SHALL BE TIGHTENED SNUGLY, BUT NOT SO TIGHT
AS TO CAUSE CRUSHING OF THE WOOD. DO NOT COUNTERSINK BOLTS UNLESS SPECIFICALLY
NOTED.
F.NAILING OF MEMBERS SHALL CONFORM TO THE FASTENING SCHEDULE IN THE IBC, TABLE
2304.9.1, UNLESS NOTED OTHERWISE.
G.EDGE NAILING BETWEEN PANELS OF SHEATHING SHALL OCCUR ALONG A SINGLE COMMON
BACK UP MEMBER. SHEATHING SHALL BE EDGE NAILED TO ALL MEMBERS ATTACHED TO
DRAG STRUTS, HOLD DOWNS, FLOOR TIE ANCHORS, ETC.
H.CORNERS AND INTERSECTIONS OF SHEAR WALLS SHALL BE BUILT INTEGRALLY. THE
SHEATHING FROM EACH WALL SHALL BE EDGE NAILED TO A COMMON BACK UP MEMBER.
I.SILL PLATES FOR SHEAR WALLS SHALL BE 2X MATERIAL (3X WHEN SPECIFIED), AND ANCHOR
BOLTS SHALL HAVE A 3"X3" SIMPSON BPS 5/8-6 ANCHOR BOLT PLATE OR EQUAL WHICH SHALL
BE INSTALLED A MAXIMUM OF 1/2" FROM THE WOOD STRUCTURAL PANEL FACE OF THE WALL.
J.LAMINATED BUILT-UP BEAMS OF 2X__ MEMBERS 10" DEEP OR LESS SHALL BE NAILED
TOGETHER WITH NOT LESS THAN 16d NAILS AT 12" O.C., STAGGERED. USE (2)-20d COMMON
NAILS AT ALL SUPPORTS. 2X__ MEMBERS DEEPER THAN 10" SHALL BE BOLTED TOGETHER
WITH 1/2" BOLTS AT 16" O.C. STAGGERED WITH 2 BOLTS AT SUPPORTS.
K.SPLIT RINGS SHALL BE TECO SPLIT RINGS AS MANUFACTURED BY THE TIMBER ENGINEERING
COMPANY UNLESS OTHERWISE APPROVED BY THE ARCHITECT AND ENGINEER PRIOR TO
BIDDING. SPLIT RINGS SHALL BE MANUFACTURED FROM HOT ROLLED S.A.E.-1010 CARBON
STEEL. EACH RING SHALL FORM A CLOSED TRUE CIRCLE WITH THE PRINCIPAL AXIS OF THE
CROSS SECTION OF THE RING PARALLEL TO THE GEOMETRIC AXIS OF THE RING. THE RING
SHALL FIT SNUGLY IN THE PREPARED GROOVE. GROVES FOR SPLIT RINGS SHALL NOT BE
GREATER THEN 1/16"DEEPER THAN REQUIRED. DEPTH OF GROVE SHALL BE EQUAL ON BOTH
WOOD MEMBERS.
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
FOR SOLID GROUTED MASONRY:
SIMPSON SET
HILTI HIT HY 200
FOR UNGROUTED MASONRY:
SIMPSON ET
HILTI HY 270
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.
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* (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
Sheet List
Sheet Number Sheet Name
SE-001 GENERAL NOTES
SE-002 INSPECTIONS
SE-003 INSPECTIONS
SE-004 SCHEDULES
SE-005 3D RENDERING
SE-110 FOUNDATION PLAN
SE-111 STAGE FRAMING PLAN
SE-121 LOW ROOF FRAMING PLAN
SE-122 CURTAIN SUPPORTS
SE-123 FITNESS CENTER ROOF FRAMING
SE-201 ENLARGED FRAMING PLANS
SE-202 ENLARGED FRAMING PLANS
SE-511 FRAMING DETAILS
SE-512 FRAMING DETAILS
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INSPECTIONS
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REINFORCEMENT COMPLYING WITH ASTM A
615 IN SPECIAL MOMENT FRAMES,
SPECTION STRUCTURAL WALLS, AND
COUPLING BEAMS
X VERFY THAT ASTM A 615 REINFORCING STEEL USED IN THESE
AREAS COMPLIES WITH ACI 318: 21.1.5.2 BY MEANS OF CERTIFIED
MILL TEST REPORTS. IF THIS REINFORCING STEEL IS TO BE
WELDED CHEMICAL TESTS SHALL BE PERFORMED IN ACCORDANCE
WITH ACI 318: 3.5.2.
FORMWORK X VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO
THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS AS
REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS.
STRENGTH VERIFICATION X VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR
TO THE REMOVAL OF SHORES AND FORMS OR THE STRESSING OF
POST-TENSIONED TENDONS.
ERECTION OF PRECAST CONCRETE X VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, ASSEMBLED
AND BRACED IN ACCORDANCE WITH THE APPROVED
CONSTRUCTION DOCUMENTS.
PRE-STRESSED CNCRETE X
CURING TEMPERATURE AND TECHNIQUES X VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPT
AT >50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT.
HIGH-EARLY-STRENGTH CONCRETE SHALL BE KEPT AT >50°F FOR
AT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY BE USED
(SEE ACI 318: 5.11.3). THE AMBIENT TEMPERATURE FOR SHOTCRETE
SHALL BE >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR
CONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST
FOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL CONCRETE
MATERIALS, REINFORCEMENT, FORMS FILLERS, AND GROUND
SHALL BE FREE FROM FROST. IN HOT WEATHER CONDITIONS
ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID
PLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIED
WATER/CEMENT RATIO IS NOT EXCEEDED.
CONCRETE AND SHOTCRETE PLACEMENT X
CONCRETE SAMPLING FOR STRENGTH
TESTS, SLUMP, AIR CONTENT, AND
TEMPERATURE
X
USE OF REQUIRED MIX DESIGN X VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED
CONSTRUCTION DOCUMENTS; ACI 318-11: CH. 4,5.2-5.4; AND IBC
1904.3, 1913.2, 1913.3.
POST-INSTALLED ANCHORS OR DOWELS X ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY
INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT.
CAST-IN BOLTS AND EMBEDS X INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS
REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED OR
WHERE STRENGTH DESIGN IS USED.
REINFORCING STEEL, INCLUDING
PRESTRESSING TENDONS
X VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF
SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT,
AND RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THAT
HOOKS, BENDS, TIES, STIRRUPS, AND SUPPLEMENTAL...
CONCRETE CONSTRUCTION (IBC 1705.3)
ITEM CONTIN-
UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES
CONCRETE CONSTRUCTION (IBC 1705.3 AND 1705.12.1)
REINFORCEMENT COMPLYING WITH ASTM A
615 IN SPECIAL MOMENT FRAMES,
SPECTION STRUCTURAL WALLS, AND
COUPLING BEAMS
X VERFY THAT ASTM A 615 REINFORCING STEEL USED IN THESE
AREAS COMPLIES WITH ACI 318: 21.1.5.2 BY MEANS OF CERTIFIED
MILL TEST REPORTS. IF THIS REINFORCING STEEL IS TO BE
WELDED CHEMICAL TESTS SHALL BE PERFORMED IN ACCORDANCE
WITH ACI 318: 3.5.2.
FORMWORK X VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO
THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS AS
REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS.
STRENGTH VERIFICATION X VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR
TO THE REMOVAL OF SHORES AND FORMS OR THE STRESSING OF
POST-TENSIONED TENDONS.
ERECTION OF PRECAST CONCRETE X VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, ASSEMBLED
AND BRACED IN ACCORDANCE WITH THE APPROVED
CONSTRUCTION DOCUMENTS.
PRE-STRESSED CONCRETE X APPLICATION OF PRESTRESSING FORCES AND GROUTING OF
BONDED PRESTRESSING TENDONS.
CURING TEMPERATURE AND TECHNIQUES X VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPT
AT >50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT.
HIGH-EARLY-STRENGTH CONCRETE SHALL BE KEPT AT >50°F FOR
AT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY BE USED
(SEE ACI 318: 5.11.3). THE AMBIENT TEMPERATURE FOR SHOTCRETE
SHALL BE >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR
CONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST
FOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL CONCRETE
MATERIALS, REINFORCEMENT, FORMS FILLERS, AND GROUND
SHALL BE FREE FROM FROST. IN HOT WEATHER CONDITIONS
ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID
PLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIED
WATER/CEMENT RATIO IS NOT EXCEEDED.
CONCRETE AND SHOTCRETE PLACEMENT X
CONCRETE SAMPLING FOR STRENGTH
TESTS, SLUMP, AIR CONTENT, AND
TEMPERATURE
X
USE OF REQUIRED MIX DESIGN X VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED
CONSTRUCTION DOCUMENTS; ACI 318-11: CH. 4,5.2-5.4; AND IBC
1904.3, 1913.2, 1913.3.
B. MECHANICAL ANCHORS AND ADHESIVE
ANCHORS NOT DEFINED IN 4.a.
X
A. ADHESIVE ANCHORS INSTALLED IN
HORIZONTALLY OR UPWARDLY INCLINED
ORIENTATIONS TO RESIST SUSTAINED
TENSION LOADS.
X
POST-INSTALLED ANCHORS OR DOWELS. X ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY
INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT.
CAST-IN BOLTS AND EMBEDS X INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS
REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED OR
WHERE STRENGTH DESIGN IS USED.
C. INSPECT ALL OTHER WELDS X
B. INSPECT SINGLE-PASS FILLET WELDS,
MAXIMUM 5/16"
X
A. VERIFY WELDABILITY OF REINFORCING
BARS OTHER THAN ASTM A706
X
REINFORCING BAR WELDING
REINFORCING STEEL, INCLUDING
PRESTRESSING TENDONS
X VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF
SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT,
AND RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THAT
HOOKS, BENDS, TIES, STIRRUPS, AND SUPPLEMENTAL...
CONCRETE CONSTRUCTION (IBC 1705.3)
ITEM CONTIN-
UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES
CONCRETE CONSTRUCTION (IBC 2015 1705.3)
VERIFY THAT HELICAL PILES USED MATCH
THE APPROVED SUBMITTAL
X
RECORD INSTALLATION EQUIPMENT USED,
PILE DIMENSIONS, TIP ELEVATIONS, FINAL
DEPTH, AND FINAL INSTALLATION TORQUE
X
HELICAL PILE FOUNDATIONS (IBC 1705.9):
PERFORM ADDITIONAL INSPECTIONS FOR
CONCRETE ELEMENTS
CONCRETE PER IBC 1705.3.
VERIFY PLACEMENT LOCATIONS AND
PLUMBNESS, CONFIRM ELENTDIAMETERS,
LENGTHSMBENTE END-BEARING CAPACITY.
RECORD CONCRETE OR GROUT VOLUMES
X
OBSERVE DRILLING OPERATION AND
REPORTING
X
CAST-IN-PLACE DEEP FOUNDATIONS (IBC 1705.8):
PERFORM ADDITIONAL INSPECTIONS FOR
STEEL, CONCRETE OR OTHER SPECIALTY
ELEMENTS
STEEL PER IBC 1705.2, CONCRETE PER IBC 1705.3, SPECIALTY
ITEMS PER REGISTERED DESIGN PROFESSIONAL.
VERIFY PLACEMENT LOCATION AND
PLUMBNESS, CONFIRM TYPE AND SIZE OF
HAMMER, RECORD NUMBER OF BLOWS PER
FOOT, RECORD TIP AND BUTT ELEVATIONS,
AND DOCUMENT ANDY DAMAGE TO
ELEMENT
X
OBSERVE DRILLING OPERATIONS X
DETERMINE CAPACITIES AND CONDUCT
NECESSARY LOAD TESTS
X
VERIFY MATERIALS, SIZES AND LENGTHS X
DRIVEN DEEP FOUNDATIONS (IBC 1705.7):
ITEM CONTIN-
UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES
FOUNDATIONS (IBC 1705.7, 1705.8, AND 1705.9)
LEGEND
INDICATES BRACE CONNECTION.
INDICATES CONCRETE FILLED STEEL
COLUMN, FILL WITH 4000psi SELF
CONSOLIDATING CONCRETE.
H SS ?? CF INDICATES CONCRETE SLAB ON GRADE,
SEE PLAN NOTES.
INDICATES FRAME ELEVATION VIEW.
INDICATES CHANGE IN SLAB ELEVATION
AND DEPTH FROM F.S.E.
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 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-X.X-Y INDICATES STEEL STUD SHEAR WALL
TYPE (X.X) AND SHEATHING (Y) IF
REQUIRED. ARROW INDICATES FACE OF
WALL SHEATHING SIDE OF STEEL STUD
SHEAR WALL, SEE STEEL STUD
SCHEDULES FOR SHEATHING AND
NAILING.
WW-X.X-Y INDICATES WOOD SHEAR WALL TYPE
(X.X) AND SHEATHING (Y) IF REQUIRED.
ARROW INDICATES FACE OF WALL
SHEATHING SIDE OF WOOD STUD
SHEAR WALL WHERE OCCURS, SEE
WOOD SCHEDULES FOR SHEATHING
AND NAILING.
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 MASONRY BEAM, SEE
SCHEDULE.
MB-??
INDICATES NUMBER OF OF TRIMMER
STUDS (T) AND KINGPOSTS (K)
F.S.E. =
INDICATES CONCRETE PIER (CP), SEE
SCHEDULES
CP-?
INDICATES STEEL HSS (HSS) OR STEEL
WIDE FLANGE (W). COLUMN AND BASE
PLATE, SEE SCHEDULES
BP -?BP -?H SS??W ?X??INDICATES STEEL ROOF DECK SPAN
DIRECTION AND TYPE, SEE SCHEDULES
INDICATES CONCRETE ON METAL DECK
SPAN DIRECTION AND TYPE, SEE
SCHEDULES.
??-??
??-??-??
T-K
INDICATES DIFFERENT SLAB THICKNESS
INDICATES RECESS IN CONCRETE
FOUNDATION WALL
CW-??
INDICATES NON-BEARING MASONRY
WALL.
MW-??
SS INDICATES STEP IN WALL
F-????'-??"INDICATES CONCRETE FOOTING TYPE
AND TOP OF FOOTING ELEVATION.
INDICATES CONCRETE FOOTING &
FOUNDATION WALL, SEE SCHEDULES
FOR SIZE AND REINFORCING.
INDICATES ISOLATION JOINT IN SLAB ON
GRADE. SEE DETAIL
?"
INDICATESMASONRY PIER (MP) OR
COLUMN (MC), SEE SCHEDULES
M ?-?
INDICATES MASONRY CHANNEL EMBED
PLATE, SEE MASONRY SCHEDULES.
MCE-?
INDICATES MASONRY BEARING PLATE,
SEE MASONRY SCHEDULES.
MBC-?
INDICATES CONCRETE CHANNEL
EMBED PLATE, SEE CONCRETE
SCHEDULES.
CCE-?
INDICATES CONCRETE BEARING PLATE,
SEE CONCRETE SCHEDULES.
CBP-?
INDICATES BEAM WEB OPENING WIDTH-
DEPTH-ELEVATION.
W-D-E
INDICATES OPENING FOR STRONG
POINT, SEE ARCH.
CS??
INDICATES SIZE/TYPE OF STRAP
ABOVE AND BELOW WINDOW/DOOR,
SEE TYPICAL STRAPPING OVER
WINDOWS/DOORS DETAILHDU?M ST??
INDICATES STRAP OR HOLD DOWN, SEE
HOLD DOWN AND STRAP SCHEDULE
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
EL = 4"
BEAM ELEVATION BELOW T.S.
2"
1"
0"
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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)
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)
STRUCTURAL WOOD X IF FASTENER SPACING IS < 4" O.C.: VERIFY THAT PROPER NAILING,
BOLTING, ANCHORAING, AND OTHER FASTENING OF SHEAR WALLS,
DIAPHRAGMS, DRAG STRUTS, BRACES, AND HOLDOWNS.
PERFORMED BY CODE INSPECTION FIRM.
WOOD TRUSSES SPANNING > 60-FEET X VERIFY THAT TEMPRORAY AND PERMANENT TRUSS BRACING IS
INSTALLED IN ACCORDANCE WITH APPROVED TRUSS PACKAGE.
PERFORMED BY CODE INSPECTION FIRM.
HIGH-LOAD DIAPHRAGMS X VERIFY THICKNESS AND GRADE OF SHEATHING, SIZE OF FRAMING
MEMBERS AT PANEL EDGES, NAIL/STAPLE DIAMETERS AND
LENGTH, AND THE NUMBER OF FASTENER LINES AND FASTENER
SPACING PER APPROVED PLANS. PERFORMED BY CODE...
ITEM CONTIN-
UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES
WOOD CONSTRUCTION (IBC 1705.5, 1705.10.1, AND 1705.11.2)
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
°
T
O
3
0
°
O
V
E
R
4
5
°
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 .
S
P
T
4"
T
Y
P
.
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.
SSW
6 " M A X .
4" AT DRAGS
S
P
T
3 1 /2 " M A X .3
0
°
T
O
4
5
°
3/4" CAP PLATE 3/4" CAP PLATE
3/8" CAP PLATECOLUMN ABOVE,
WHERE OCCURS
NOTE:
1. SPOT WELDS ARE 3/4" DIAMETER, TYP. U.N.O.
2. B AND N DECK WELDS AT SIDELAP SHALL BE 3/8"X1.1/2" SPOT WELDS.
3. TOP SEAM WELDS (TSW) SHALL BE 1.1/2" LONG, TYP, U.N.O.
4. SHEAR STUDS ARE 3/4"Ø, U.N.O.
5. CHAIR REINFORCING TO BE 1" FROM TOP OF CONCRETE SLAB. REINFORCING SHALL NOT REST ON TOP OF FLUTES.
6. 3-SPAN MINIMUM, U.N.O.
CONCRETE ON METAL DECK.
REINFORCING EACH WAY.
METAL DECK.
36/4
36/3
36/7
36/4
32/5
32/4SHEAR STUD.
NOTES:
1.ALL FOOTINGS SHALL BEAR ON BED ROCK
2.ALL FOOTINGS SHALL BE CENTERED BELOW THE COLUMN OR WALL ABOVE, TYP., U.N.O.
3.PROVIDE DOWELS WITH STANDARD HOOKS FROM FOOTINGS TO ANY REINFORCED
ELEMENT ABOVE WITH SIZE AND SPACING TO MATCH VERTICAL REINFORCING IN ELEMENT
ABOVE. ALTERNATE HOOK DIRECTION IN SINGLE CURTAIN REINFORCING.
4.PROVIDE MINIMUM COVER FOR ALL REINFORCING PER GENERAL NOTES.
5.ANY INCREASE IN THE SIZE OF FOOTINGS SHOWN MAY REQUIRE ADDITIONAL REINFORCING,
COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER.
6.PENETRATIONS THROUGH FOOTINGS ARE NOT ALLOWED, UNLESS APPROVED BY THE
STRUCTURAL ENGINEER IN WRITING PRIOR TO CASTING FOOTING.
7.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
COVER
3" MIN.
DOWELS TO MATCH VERTICAL
COLUMN REINFORCING,
ALTERNATE HOOK DIRECTION
ROUGHEN SURFACE 1/4"
AMPLITUDE
2"
1"
0"
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SE-004
SCHEDULES
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CO
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Number
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 SCHEDULE
7½ W3 16 W3 16 NW 7 1/2" 4 1/2" #4 24" 36/4 12" 24" 24" 12"
6¼ W3 18 W3 18 LW 6 1/4" 4 1/2" #4 24" 36/4 12" 24" 24" 12"
5¼ W2 18 W2 18 LW 5 1/4" 3 1/2" #4 24" 36/4 12" 24" 24" 12"
6¼ N 18 PLN3 18 LW 6 1/4" 4 1/2" #4 24" 32/5 12" 24" 24" 12"
4 B 20 PLB 20 NW 4" 3" #4 24" 36/7 12" 18" 18" 12"
SIZE SPACING WELD VSC2 BP
MARK TYPE GAUGE
CONCRETE
TYPE
CONCRETE
DEPTH
MIN SHEAR
STUD...
REINFORCING CROSS-PANEL
WELD...
WELD SPACING
ALONG FLUTES
SIDELAP SPACING
FLOOR DECKING SCHEDULE
C.W. = CROSSWISE E.W. = EACH WAY L.W. = LENGTHWISE
F-2.5C 2'-6" CONT. 12" #4 @ 12"O.C. C.W (2) #5 L.W. - -
F5 5'-0" 5'-0" 18" (7) - #6 E.W. - -
F3.5 3'-6" 3'-6" 12" (5) - #5 E.W. -
F-3 3'-0" 3'-0" 12" (4) - #5 E.W. - -
F-2.25 2'-3" 2'-3" 12" (3) - #5 E.W. - -
MARK WIDTH LENGTH THICK. BOTTOM REINFORCING TOP REINFORCING NOTES
CONCRETE FOOTING SCHEDULE BEARING PRESSURE = 5000 PSF
2 11/05/20
20
Addendum 2
2"
1"
0"
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SE-005
3D
RENDERING
JO
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Number
1 3D STRUCTURAL RENDERING
15 16 17 18
C
C1
D
D1
E
F
F1
G
G1
H
H1
J
141312 19 20 21
B
J1
A1
SE-201
H SS 6 X6X1/4 H SS5X5X5/16 H SS5X5X5/16
(E) WALL
A1
SE-512
A2
SE-512
E1
SE-511
(E) WALL
(E) WALL (E ) W A L L
(E
)
W
A
L
L
(E
)
W
A
L
L
(E
)
W
A
L
L H SS 6 X6X1/4 W21X55
W
8
X
1
0
W8X10
3
W14X22 W14X22
W 10X33 (E)W 10X33 (E)W 10X33 (E)W 10 X 33 (E)W 10X33 (E)W 10 X 33 (E)
C2
SE-512
C2
SE-512
L4
X
4
X
1
/
4
L4
X
4
X
1
/
4
L4
X
4
X
1
/
4
L4
X
4
X
1
/
4
L4
X
4
X
1
/
4
L4
X
4
X
1
/
4
B5
SE-511
TYP.
L4X4X1/4
L4X4X1/4
L4X4X1/4
L4X4X1/4A5
SE-511
A5
SE-511
SEE ARCH.
FOR LOCATION
2HSS5X5X5/16 H SS5X5X5/16 H SS5X5X5/16 (E) 3'-0"
FOOTING
TF=69'-0"TF=67'-0"2
A2
SE-512
SIM.
1 1 H SS5X5X5/16
(E) 3'-0" FOOTING
TF=67'-0"
C1
SE-202
_______C4
SE-202
_______
(E) 3'-0"
FOOTING
NEW 8" CONCRETE WALL
ALTERNATIVE W/ 2'-6" CONT.
FOOTING BELOW WALL
TF=69'-0"TF=67'-0"
(E) 9'-0" SQ.
FOOTING
(E) 8'-6" SQ.
FOOTING
(E) 10'-0" SQ.
FOOTING(E) 9'-0" SQ.
FOOTING
(E) 8'-6" SQ.
FOOTING
(E) 10'-0" SQ.
FOOTING 12" MASONRY
INFILL AT DOOR
TF=67'-0"
A4
SE-201
_______
CW-8A
CW
-
8
A
CW-8A
CW
-
8
A
84' -4"
4½"
Foundation
Slab
D1
SE-512
3
(E) 3'-0"
FOOTING
12" CONCRETE SLAB. REINFORCE
WITH #4 AT 16" O.C. BOTH WAYS,
TOP AND BOTTOM OF SLAB (2 MATS
OF REINFORCING.)
CW
-
8
A
CW-8A
CW
-
8
A
CW-8A
SE-201
A5
SE-201
C5
8' - 6"
7'
-
6
"
4
4
4
L4X4X1/4
L4X4X1/4
5¼ W2 18
7½ W3 16 7½ W3 16
CW-8A
CW
-
8
A
A1
SE-511
A1
SE-511
REMOVE STAIR TO UPPER LEVEL.
PROVIDE COMPACTED FILL AND 4"
SLAB ON GRADE PER ARCH.
DRAWINGS, SEE GENERAL NOTES.
E6
SE-511
H SS4X4X5/16 H SS4X4X5/16
4
H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4
F-2.25 F-3
F-2.25 F-3
F-2.25 F-3
F-2.25 F-3
A5
SE-110
INDICATES NOTES ARE KEYED ON PLAN.
1.6" TOTAL THICKNESS L.W. CONCRETE SLAB ON 20 GAUGE W2
GALV. FORM LOCK DECK -REINFORCE WITH #4 AT 24" O.C.
BOTH WAYS IN CENTER OF SLAB. WELD METAL DECK TO ALL
SUPPORTS WIHT 3/4"Ø PUDDLE WELDS AT 12" O.C.
2.SHIFT COLUMN TO ALLOW FOR 3'-6" FOOTING TO BE CAST.
3.7¼"± L.W. CONCRETE SLAB ON 20 GAUGE W3 FORM LOCK
GALV. METAL DECK. REINFORCE WITH #4 @ 24" O.C. BOTH
WAYS CENTER OF SLAB.
4.SEE ARCH. FOR EXTENT OF FLOOR TO BE DEMOLISHED. NEW
SLAB SHALL BE 8" MIN. THICKNESS. REINFORCE WITH #4 AT 12"
O.C. BOTH WAYS TOP AND BOTTOM OF SLAB, SEE DETAIL
A1/SE-511.
KEYED SHEET NOTES
1'
-
4
"
EXISTING CONC. JOIST
NEW L.W. CONC. INFILL EXISTING CONC. SLAB
EXISTING
FOUNDATION WALL
EXISTING 3'-0"
CONT. FOOTING
EXISTING CONC. SLAB
HSS3X3X1/4 WITH 5/8"X5"X9"
PLATE WITH (2) 5/8"X6" TITEN
HD BOLTS AT BOTTOM
NON-SHRINK LEVELING
GROUT AS REQ'D
TYP.
3/16
3/16
NEW CONC. SLAB
5/8"X6"X9" PLATE WITH (2) 5/8"X6"
TITEN HD BOLTS. FERRO SCAN
FOR REINF. PRIOR TO DRILLING
FOR BOLTS.
FOOTING, SEE PLAN
RETURN AIR PLENUM
PRIOR TO INSTALLING TUBE COLUMNS, USE JACKS
TO RAISE JOISTS 1/64". USE (2) JACKS PLACED ON
NEW FOOTINGS, (1) EACH SIDE OF COLUMN.
2"
1"
0"
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PROJECT NUMBER
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SE-110
FOUNDATION
PLAN
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Project
Number
1/8" = 1'-0"1 STAGE FRAMING PLAN
1 10/30/20
20
Addendum 1
2 11/05/20
20
Addendum 2
NO SCALESE-110
A5
15 16 17 18
C
C1
D
D1
E
F
F1
G
G1
H
H1
J
141312 19 20 21
B
W21X55
(E) WALL
L
2
1 1HSS4X4X5/16
(E) WALL
(E) WALL (E ) W A L L
(E
)
W
A
L
L
(E
)
W
A
L
L
(E
)
W
A
L
L
W21X55
3
W14X22 W14X22
W14X22 W14X22
W 10X33 (E)W 10X33 (E)W 10X33 (E)W 10 X 33 (E)W 10X33 (E)
W10X33
(E)
C2
SE-512
C2
SE-512
L4
X
4
X
1
/
4
L4
X
4
X
1
/
4
L4
X
4
X
1
/
4
L4
X
4
X
1
/
4
L4
X
4
X
1
/
4
L4
X
4
X
1
/
4
B5
SE-511
TYP.
A1
SE-201
L4X4X1/4
L4X4X1/4
L4X4X1/4
L4X4X1/4A5
SE-511
A5
SE-511
W1
2
X
1
9
(
E
)
W1
2
X
1
9
(
E
)
W12X19 (E)
W10X12 (E)
W1
2
X
1
9
(
E
)
W1
2
X
1
9
(
E
)
W16X26 (E)W21X55 (E) W16X26 (E)
W8
X
1
7
W8
X
1
7
(
E
)
W8
X
1
7
(
E
)
W
8
X
1
7
W14X30 (E)W14X30 (E) W14X30 (E)
W14X22 (E)W14X22 (E)W14X22 (E)
W14X22 (E)
W
2
4
X
6
8
(
E
)
W
2
4
X
6
8
(
E
)
W
2
4
X
6
8
(
E
)
W8
X
1
7
W16X26 (E)
W 12X72 (E) W12X72 (E) W12 X 72 W 12X72 W 8X24 W 8X24 W 8X24 W 8X24
W1
0
X
1
5
(
E
)
W1
0
X
1
5
(
E
)
EXISTING FRAMING AT MAIN LEVEL TICKET BOOTH AREA
3 3
44
AREA OF SEATING
SLAB TO BE REMOVEDAREA OF SEATING
SLAB TO BE REMOVED
W16X26 (E)
S15X42.9 W21X55 W21X55 S15X42.9
(93'-1½")
(90'-7½")
(93'-1½")
(90'-7½")(90'-7½")
(93'-1½")
(90'-7½")
(93'-1½")
(90'-7½")
A2
SE-512
SIM.
(E
)
6
"
C
O
N
C
.
W
A
L
L
(E
)
6
"
C
O
N
C
.
W
A
L
L
SE-121
A1
SE-121
A4
CJ-2 TO REMAIN CJ-2 TO REMAIN
A4
SE-201
_______
NEW 8" CONCRETE WALL
ALTERNATIVE W/ 2'-6" CONT.
FOOTING BELOW WALLHSS5X5X5/16 H SS5X5X5/16 H SS5X5X5/16 H SS 6 X6X1/4
W8X18HSS5X5X5/16 H SS5X5X5/16 H SS 6 X6X1/4
W8X18HSS5X5X5/16
SE-202
A1
SE-202
A4
REMOVE STAIR TO LOWER LEVEL.
ADD HSS6X4X3/8 BEAM
C3
SE-512
L4X4X1/4
L4X4X1/4
C3
SE-512
OPP.FOR STAIR TREADS, SEE
DETAIL C3/SE-512. SEE
ARCH. FOR LOCATION
FOR STAIR TREADS, SEE
DETAIL C3/SE-512. SEE
ARCH. FOR LOCATION
D3
SE-512
OPP.D3
SE-512 H SS4X4X5/16
W14X22 (E)
W14X22 (E)
W14X22 (E)
W16X26 (E)
W
2
4
X
6
8
(
E
)
W
2
4
X
6
8
(
E
)
(ALL FRAMING SHOWN IS EXISTING)
W14X22 (E)
W14X22 (E)
W2
4
X
6
8
(
E
)
W16X26 (E)
HSS6X4X3/8
E5
SE-511 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4 H SS 3 X3X1/4
A5
SE-110
INDICATES NOTES ARE KEYED ON PLAN.
1.PROVIDE ADEQUATE SHORING AND REMOVE BLEACHERS AS
SHOWN. INSTALL BEAMS AND COLUMNS AS SHOWN, SEE
DETAILS B5/SE-201 AND D5/SE-201. AS AN ALTERNATE, INSTALL
CONCRETE WALLS, SEE DETAIL B1/SE-512, PROVIDE 8"
CONCRETE WALL AND F-2.5C FOOTING. SEE SHEET SE-201
FOR RAKER BEAMS.
2.5½" CONCRETE SLAB ON 20 GAUGE GALV. W2 FORM LOCK
METAL DECK. REINFORCE WITH #4 AT 24" O.C. BOTH WAYS
CENTER OF SLAB.
3.REMOVE 6" CONCRETE WALLS ABOVE W10X15 BEAMS.
REMOVE (2) W12X19 BEAMS. REMOVE BLEACHERS IN AREA
SHOWN. COORDINATE WITH ARCH. DRAWINGS FOR EXTENT
OF RISER REMOVAL. SEE SHEET SE-121 FOR NEW FRAMING.
PROVIDE ADEQUATE SHORING AS REQ'D.
4.PROVIDE ADEQUATE SHORING FOR PLATFORM CONTROL
ROOM AND REMOVE TICKET BOOTH WALLS, SEE ARCH. FOR
EXTENT OF WALL REMOVAL. SEE SHEET SE-121 FOR NEW
FRAMING OF NEW SLABS, ETC.
KEYED SHEET NOTES
3/16
3/16
NEW 3/8"X7"
BOTTOM FLANGE
1/2' PLATE EACH
SIDE OF WEB
EXISTING
MASONRY WALL
COLUMN,
SEE PLAN
CUT DOWN 6" DEPTH
AT DOOR AND
OPENING PER ARCH.
1/4"X4"X1'-0" PLATE
EACH SIDE WITH (4)
3/4"Ø A325 BOLTS
1/2" STIFFENER
BOTH SIDES
1/2" STIFFENER
BOTH SIDES
EXISTING W14X30 BEAM
COLUMN, SEE PLAN
6
"
1/4
3/16
A
A
0' - 6"
0' - 1 1/2"
VIEW A-A
2½" PLATES AS
REQUIRED
1/4
(4) 3/4" A325 BOLTS
(4) 3/4" A325
BOLTS
2"
1"
0"
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PROJECT NUMBER
11
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3
A
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SE-111
STAGE
FRAMING
PLAN
JO
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3
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C
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6
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Project
Number
1/8" = 1'-0"SE-111
A2 STAGE FRAMING PLAN
1 10/30/20
20
Addendum 1
2 11/05/20
20
Addendum 2
NO SCALESE-111
A5
15 16 17 18
C
C1
1413 19 20
B
EXISTING FRAMINGEXISTING FRAMING
22
EXISTING ROOF JOISTS 8'-0" O.C.
C1
SE-202
_______C4
SE-202
_______
A4
SE-201
_______
HSS6X4X1/4
INDICATES NOTES ARE KEYED ON PLAN.
1.USE L4X4X1/4 SHEAR TABS WITH (3) 3/4"Ø BOLTS EACH
CHANNEL.
2.REMOVE THESE WALLS, SEE ARCH.
3.RIGGING BEAMS BELOW JOISTS. CENTER GOOD FOR 2400 LBS
ONE PLACE, ALL (3) GOOD FOR 1200 LBS. EACH THESE LOADS
MUST BE SPREAD 24' -0" O.C W8X15 BEAM CAN HAVE 600 LBS
ANYWHERE ON THE BEAM. MAX (4) W8X15, 16' -0" O.C. MIN.
4.PROVIDE ADEQUATE SHORING AS REQUIRED.
5.4½" CONCRETE SLAB ON 20 GAUGE GALVANIZED TYPE BR
COMPOSITE METAL DECK. WELD DECK TO ALL SUPPORTS
WITH 3/4" PUDDLE WELDS AT 6" O.C. FOR PERPENDICULAR
SUPPORTS AND 12" FOR PARALLEL SUPPORTS. USE 1½" SIDE
SEAM WELDS AT 16" O.C.
6.6" TOTAL THICKNESS L.W. CONCRETE SLAB ON 20 GAUGE W2
FORM LOCK METAL DECK. REINFORCE W/ #4 @ 18" O.C. BOTH
WAYS IN CENTER OF SLAB. METAL DECK SHALL BE WELDED
TO SUPPORTS W/ 3/4" PUDDLE WELDS AT 6" O.C.
7.SEE DETAIL C4/MEP-B-SE101 FOR ROOF DECK INFILL. SEE
MECHANICAL AND ARCHITECTURAL DRAWINGS FOR
SIZE AND LOCATIONS.
8.SEE DETAIL D6/SE-511 FOR INSTALLATION REQUIREMENTS
FOR HSS10X8X5/16 BEAM AT GRIDS 16 TO 17.
9.EXISTING W14X30 BEAM REVISED. SEE DETAIL B5/SE-111.
KEYED SHEET NOTES
15 16 17 18 19
L H SS4X4X5/16 H SS4X4X5/16 H SS4X4X5/16 H SS4X4X5/16
HSS10X8X5/16
C5
SE-511
C3
SE-511
HS
S
1
0
X
8
X
5
/
1
6
HS
S
1
0
X
8
X
5
/
1
6
SE-511
D5
SE-511
D5
OPP.
HSS10X8X5/16 HSS10X8X5/16
600S162-33 LIGHT GAUGE
CHANNEL SECTION AT 24" O.C.
ABOVE AND 3500S162-33 AT 24"
O.C. BELOW, SEE ARCH.
.
HSS10X4X3/16HSS3X3X3/16 H SS3X3X3/16
CONTROL BOOTH
E1
SE-512
E3
SE-5118
D6
SE-511
15 16 17 1814 19
L H SS4X4X5/16 H SS4X4X5/16 H SS4X4X5/16
H S S 4 X 4 X 5 /1 6
D3
SE-511
W1
0
X
2
2
(E) W10X15 TO
REMAIN. REMOVE
6" CONCRETE WALL
5 5
W1
0
X
2
2 H SS 4 X4X1/4
B4
SE-511
B3
SE-511
A2
SE-511
B2
SE-511
B1
SE-511
C1
SE-511
C2
SE-511
W16X36 W16X36
W1
2
X
1
9
W1
2
X
1
9
D3
SE-511
TYP.
W16X36
TYP.
FOR ADA SEATING PLATFORM
DETAIL, SEE D2/SE-512
H SS3X3X3/16 H SS3X3X3/16
E3
SE-511
D3
SE-511
W
8
X
1
5
W8
X
1
5
H SS 4 X4X1/4 (E) W12 X 72 (E) W12X72 C2
SE-511
13 14 15
B
C
15
C
1413
BHSS4X4X5/16
(E) W14X30
(E) W14X30
(E) W14X30
9
0' - 1 1/2"
TO W6X20
W14X30 MADE EQUAL
A5
SE-111
2"
1"
0"
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DATE REVISION
PROJECT NUMBER
11
/
2
4
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2
0
2
0
8
:
4
4
:
1
6
A
M
SE-121
LOW ROOF
FRAMING
PLAN
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
B
I
D
S
E
T
-
1
0
/
1
6
/
2
0
2
0
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X
B
U
R
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,
I
D
Project
Number
1/8" = 1'-0"SE-121
B1 LOW ROOF FRAMING PLAN
NO SCALESE-121
A4 REVISED FRAMING PLATFORM CONTROL BOOTH
NO SCALESE-121
A1 REVISED FRAMING MAIN LEVEL TICKET BOOTH
1 10/30/20
20
Addendum 1
3/16" = 1'-0"SE-121
B5 LEVEL 2 FRAMING REVISIONS
1112 13 14 15 16 17 2122
D
E
F
G
H
J
K
L
H1
J1
19 20
F1
G1
C1
1815161718
C1
D
D1
E
F
F1
G
G1
H
H1
J
141312 19 20 21
L
J1
K
22
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W12X26
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W
1
2
X
2
6
W12X26
W12X26
D2
SE-511
_______
T -2
T -2
T -2
T -2
T -3
T -3
T -1A
T -1A
D2
SE-511
_______
D2
SE-511
_______
D2
SE-511
_______
W
1
2
X
2
6
W1
2
X
2
6
W
1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
E1
SE-201
B1
SE-201
_______
C1
SE-202
_______C4
SE-202
_______
D4
SE-512
22
2 2
22
2 2
INDICATES NOTES ARE KEYED ON PLAN.
1.SEE SHEET SE-004 FOR BEAM TO BEAM CONNECTIONS.
2.SEE ARCH. FOR EXACT LOCATION OF BASKETBALL
BACKSTOPS AND SEE THE SUPPLIER FOR THE EXACT
LOCATION OF THE SUPPORTS. ALL BACKSTOP MEMBERS AND
SUPPORTS TO BE DESIGNED, SUPPLIED, AND INSTALLED BY
THE SUPPLIER. SEE THE ARCH. FOR APPROVED SUPPLIERS.
THE FLOOR OF THE GYMNASIUM IS APPROX. 31 FEET BELOW
THE SUPPORT TRUSSES, FIELD VERIFY.
SHEET NOTES
2"
1"
0"
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DATE REVISION
PROJECT NUMBER
11
/
2
4
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2
0
2
0
8
:
4
4
:
1
8
A
M
SE-122
CURTAIN
SUPPORTS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
B
I
D
S
E
T
-
1
0
/
1
6
/
2
0
2
0
RE
X
B
U
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,
I
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Project
Number
1/8" = 1'-0"SE-122
A1 CURTAIN AND BASKETBALL STANDARD SUPPORTS
1 10/30/20
20
Addendum 1
2 11/05/20
20
Addendum 2
C1
D
D1
E
F
F1
G
G1
H
H1
J
21 23 24
L
J1
K
22 25 26 27 28 29
T1
-A
T1T1T1 T1 T1
W16X31
W16X31 W16X31 W16X31
W16X31W16X31W1
2
X
2
6
W1
2
X
2
6
W
1
2
X
2
6
W
1
2
X
2
6
W
1
2
X
2
6
W
1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W
1
2
X
2
6
W16X31 W16X31 W16X31
W16X31 W16X31 W16X31
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
W1
2
X
2
6
E2
SE-511
E2
SE-511
D5
SE-512
D6
SE-512
D6
SE-512
SIM.
D5
SE-512
D6
SE-512
D6
SE-512
SIM.
SE-123
D4
SE-123
D4
E5
SE-512
E5
SE-512
E5
SE-512
E5
SE-512
INDICATES NOTES ARE KEYED ON PLAN.
1.SEE SHEET SE-004 FOR BEAM TO BEAM CONNECTIONS.
SHEET NOTES
27 28HSS3X0.2 50 H SS 3 X0.2 50
C12X25
H SS 3 X0.2 50
C12X25
C1
2
X
2
5
C1
2
X
2
5
C1
2
X
2
5
C12X25 C12X25 H SS 3 X0.2 50 H SS 3 X0.2 50 H SS 3 X0.2 50
E5
SE-512
E5
SE-512
2"
1"
0"
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DATE REVISION
PROJECT NUMBER
11
/
2
4
/
2
0
2
0
8
:
4
4
:
1
9
A
M
SE-123
FITNESS
CENTER
ROOF
FRAMING
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
B
I
D
S
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1
0
/
1
6
/
2
0
2
0
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X
B
U
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,
I
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Project
Number
1/8" = 1'-0"SE-123
A1 FITNESS CENTER ROOF
3/16" = 1'-0"SE-123
D4 MECHANICAL CURB SUPPORT
1 10/30/20
20
Addendum 1
23 24
F1 H1
15
C1
D
14 H SS5X5X5/16
W14X22 W14X22
B5
SE-201
C2
SE-512
EXISTING RAKER BEAM FROM GRID 13 TO 15 TO
BE REMOVED. PROVIDE ADEQUATE SHORING.
W21X55 RAKER BEAM ABOVE
C1
SE-202
_______
D1EFF1
SE-511
A5
SE-511
B5SE-201
C1
0'
-
0
"
15 14 13
W14X22W14X22W21X55
81' -0"
A4
SE-512
B4
SE-512
B3
SE-512
B2
SE-512SE-512
A6
SE-512
A5
SE-512
B5
F-3.5 FOOTING
EXISTING 3'-0" CONT. FOOTING
3/4" CAP PLATE WITH (4)
3/4"Ø A325 BOLTS
1/2" STIFFENERS
EACH SIDE
SEE DETAIL A6/SE-512
3/16
1/4
75' -4"
FIELD VERIFY
75' -4"
FIELD VERIFY
75' -4"
FIELD VERIFY
F-5 FOOTING
FOOTING ELEVATIONS ARE APPROX.
FOOTING SHALL BEAR ON BEDROCK.
APPROX. GRADE, NO
CONC. SLAB
3/4"X11"X11" BASE PLATE WITH
(4) 3/4ØX16" ANCHOR BOLTS
SE-512
C1B6
SE-512
1/4
F-3 FOOTING
W8X18
3/4" PLATE WITH (4)
3/4"Ø A325 BOLTSC4
SE-512
W18X12
HSS3X3X3/16
CJP
FLANGES
AND WEB.
1"
C
L
E
A
R
1/2" STIFFENER
PLATE EACH SIDE
PROVIDE SHIMS
AS REQ'D
1/2"X8X"12 PLATE
WITH (2) 5/8"X5" TITEN
HD BOLTS
9X16
10X14
F-5 FOOTING
FULL PENETRATION WELD
C10X20 HANDRAIL SUPPORT,
SEE DETAIL D3/SE-512
3/4"X12"X12" BASE PLATE WITH
(4) 3/4ØX16" ANCHOR BOLTS
18
C1
19
D5
SE-201 W14X22
C2
SE-512
W21X55 RAKER BEAM ABOVE
EXISTING RAKER BEAM FROM GRID 18 TO 20 TO
BE REMOVED. PROVIDE ADEQUATE SHORING
C4
SE-202
_______
181920
W21X55
W14X22
B2
SE-512
SE-512
A6
SE-512
A5
SIM.
B4
SE-512
B3
SE-512
A4
SE-512
SE-512
B5
OPP.
EXISTING SLAB ON GRADE.
REMOVE AND REPAIR AS REQ'D
(E) FOUNDATION WALL
(E) 3'-0" CONT. FOOTING
F-3.5 FOOTING 69' -0"
FIELD VERIFY
81' -0"
70' -8"
65' -0"
FIELD VERIFY
65' -0"
FIELD VERIFY
F-5 FOOTING
ALL PIERS - 14"X16" WITH (4)
#7 VERT. #4 TIES AT 7" O.C.,
(2) #4 TIES AT TOP AT 3" O.C.
FOOTING ELEVATIONS ARE APPROX.
FOOTING SHALL BEAR ON BEDROCK.
F-3 FOOTING F-5 SQ. FOOTING
3/4" CAP PLATE WITH (4)
3/4"Ø A325 BOLTS
1/2" STIFFENERS
EACH SIDE
1/4
3/4"X12"X12" BASE PLATE WITH
(4) 3/4"Ø X 16" ANCOR BOLTS ON
ALL BASE PLATES SHOWN
SE-512
C1
OPP.
B6
SE-512
3/4" PLATE WITH (4)
3/4"Ø A325 BOLTS
E4
SE-512
OPP.
W8X12
HSS3X3X3/16
CJP
1/2" STIFFENER
PLATE EACH SIDE
1/2"X8X"12 PLATE
WITH (2) 5/8"X5" TITEN
HD BOLTS
1" CLEAR PROVIDE
SHIMS AS REQ'D.
OPP.
SEE DETAIL B1/SE5-12 FOR
CONCRETE WALL ALTERNATE.
USE F2.5C FOOTINGC10X20 HANDRAIL SUPPORT,
SEE DETAIL D3/SE-512
TYPICAL ALL WINDOWS AND DOOR, BREAK-
OUT TOP FACE SHELL AND GROUT SOLID
TO TOP OF WINDOWS OR DOOR. INSTALL
5/8" RODS SIM. TO DETAIL B5/SE-511
4½" CONC. SLAB
(3) 5/8" RODS EACH LOCATION.
TOP ROD GOES THRU WIDE
FLANGE BEAM WEB.
1/4"X4"XCONT. PLATE
EACH SIDE OF WALL
80' -7½"
SEE DETAIL B5/SE-511SEE DETAIL A5/SE-511
FILL THIS AREA WITH GROUT
1/4"X4"XCONT. PLATE EACH SIDE
OF WALL WITH (3) 5/8" RODS
4" CONC. SLAB ON GRADE12" THICKENED SLAB
71' -0"
TYP.
1/4
HSS8X4X3/16
HSS4X2X3/16
HSS8X4X3/16
HSS4X2X3/16
BOTTOM CHORD OF GYM TRUSS.
3/16
SPLICE
1/8
1/8
SPLICE
1' - 4"
22' - 8"22' - 8"22' - 8"
0'
-
8
"
0'
-
2
"
0' - 2"
5/16
15 16 17 18
100'
100' -0"
C
TO HANDBALL
COURT BLOCK
95' -4"
LEVEL 2
91' -0"
C1CC1
LEVEL 2
91' -0"
70-8
92' -3 1/2"
70-9
102' -5 1/2"
OPEN
T.O.F. GYM
76' -8"
GYM FLOOR
81' -0"
18
STAGE BOTTOM
71' -0"
PROSCENIUM
TRUSS
112' -0"
114'
114' -0"
ROOF
126' -0"
LEVEL 2
91' -0"
LOW ROOF
100' -0"
STAGE LEVEL
84' -0"
PROSCENIUM
ROOF LEVEL
125' -9 1/2"
70-8
92' -3 1/2"
70-9
102' -5 1/2"
70-10
114' -0"
8'
-
0
"
8'
-
0
"
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
1'
-
9
3
/
4
"
1' - 2"
SE-511
E4
SE-511
E4
SE-511
D4
SIM.
2"
1"
0"
654321
654321
E
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A
DATE REVISION
PROJECT NUMBER
11
/
2
4
/
2
0
2
0
8
:
4
4
:
2
2
A
M
SE-201
ENLARGED
FRAMING
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
B
I
D
S
E
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1
0
/
1
6
/
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2
0
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X
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Project
Number
NO SCALESE-201
A5 RAMP FRAMING AT EAST BLEACHERNO SCALESE-201
A1 SPINNING ROOM WALL ELEVATION
NO SCALESE-201
B5 EAST RAKER BEAM AT BLEACHER
NO SCALESE-201
C5 RAMP FRAMING AT WEST BLEACHER
NO SCALESE-201
D5 WEST RAKER BEAM AT BLEACHER
NO SCALESE-201
C1
1/4" = 1'-0"SE-201
E1
1/4" = 1'-0"SE-201
B1 ACCESS TO ROOF ABOVE RAQUETBALL COURTS
SEE DETAIL C2/MEP-B-SE-101
NO SCALESE-201
A4 CONDUIT SUPPORT FRAMING
1 10/30/20
20
Addendum 1
2 11/05/20
20
Addendum 2
13 14 15
C
D
C1
15
C
C1
D
1413
B5
SE-201
W8
X
1
5
C4
SE-512 H SS3X3X3/16
E4
SE-512
1
C1
SE-202
_______
SEE SE-110 FOR FRAMING
-
---
_______-
---
_______
C
D
19 20
C1
1818
C
C1
D
19 20
D5
SE-201
W8
X
1
5
C4
SE-512
E4
SE-512
1
C4
SE-202
_______
SEE SE-110 FOR FRAMING
GYM FLOOR
81' -0"
18
LEVEL 2
91' -0"
19 20
STAGE LEVEL
84' -0"
70-8
92' -3 1/2"
1" MIN.
(E) 18X55
(E) 16X36
BEAM TO BE REMOVED
SEE DETAIL C1/SE-201
C5
SE-512
SEE DETAIL C1/SE-201
CUT LINE
GYM FLOOR
81' -0"
15
LEVEL 2
91' -0"
1413
STAGE LEVEL
84' -0"
70-8
92' -3 1/2"
(E) 18X55
(E) 16X36
1" MIN.
BEAM TO BE REMOVED
SEE DETAIL C1/SE-201
C5
SE-512
CUT LINE
INDICATES NOTES ARE KEYED ON PLAN.
1.5" TOTAL THICKNESS L.W. CONCRETE SLAB ON 20 GAUGE W2
FORM LOCK METAL DECK. REINFORCE W/ #4 @ 18" O.C. BOTH
WAYS IN CENTER OF SLAB. METAL DECK SHALL BE WELDED
TO SUPPORTS W/ 3/4" PUDDLE WELDS AT 6" O.C.
KEYED SHEET NOTES
6"x4"x5/16" VEENER SUPPORT
ANGLE WITH 3/4" BOLTS THRU
THE 12" MASONRY WALL
1
2
REMOVE BRICK VEENER IN
ALTERNATE AREAS (4'-0" WIDE
SECTION MAX.) INSTALL VEENER
SUPPORT ANGLES PRIOR TO
REMOVING ADJACENT AREAS.
C5
SE-512
BEAM TO BE REMOVED
AFTER VEENER SUPPORT
IS IN PLACE 1
1
1
2
2
2
13 14 15
6"x4"x5/16" VEENER SUPPORT
ANGLE WITH 3/4" BOLTS THRU
THE 12" MASONRY WALL
1
2
REMOVE BRICK VEENER IN
ALTERNATE AREAS (4'-0" WIDE
SECTION MAX.) INSTALL VEENER
SUPPORT ANGLES PRIOR TO
REMOVING ADJACENT AREAS.
C5
SE-512
BEAM TO BE REMOVED
AFTER VEENER SUPPORT
IS IN PLACE1
1
1
2
2
2
18 19 20
2"
1"
0"
654321
654321
E
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B
A
DATE REVISION
PROJECT NUMBER
11
/
2
4
/
2
0
2
0
8
:
4
4
:
2
5
A
M
SE-202
ENLARGED
FRAMING
PLANS
JO
H
N
W
.
H
A
R
T
B
U
I
L
D
I
N
G
P
H
A
S
E
3
R
E
M
O
D
E
L
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
B
I
D
S
E
T
-
1
0
/
1
6
/
2
0
2
0
RE
X
B
U
R
G
,
I
D
Project
Number
NO SCALESE-202
A1 LEVEL 2 - PARTIAL PLAN 1
NO SCALESE-202
A4 LEVEL 2 - PARTIAL PLAN 2
1/4" = 1'-0"SE-202
C4
1/4" = 1'-0"SE-202
C1
1 10/30/20
20
Addendum 1
NO SCALESE-202
D1
NO SCALESE-202
D4
DOUBLE ANGLES, SEE ANGLES
AT OPENINGS TABLE
DOUBLE ANGLE WITH 5/8"Ø
RODS AT 16" O.C., SEE ANGLES
AT OPENINGS TABLE
ELEVATION
A6
SE-511
REMOVE THIS END SHELL
AND DRY PATCH SOLID
5/8" RODS AT 12" O.C.
(7 MINIMUM)
7/8"
PLUG
WELD AND
GRIND
SMOOTH,
TYP.
ALTERNATE
REMOVE THIS WEB AND
DRY PACK MIN. OF 8"
(BOTH CELLS FULL) 7/8"
5/8" RODS AT 12" O.C.
(7 MINIMUM)
PLUG
WELD AND
GRIND
SMOOTH,
TYP.
2@12
2@12
DOUBLE ANGLES, SEE ANGLES
AT OPENINGS TABLE
DOUBLE ANGLE WITH 5/8"Ø
RODS AT 16" O.C., SEE
ANGLES AT OPENINGS TABLE
ELEVATION
A6
SE-511
EXISTING MASONRY
WALL ABOVE
EXISTING 9½" CONC. SLAB
(2) C12X30 CHANNELS WITH 3/4"
THRU BOLTS AT 16" O.C.
PROVIDE HSS4X4X5/16
COLUMNS AS PER PLAN
EXISTING STEEL
BEAM
3/16 EXISTING MASONRY WALL
SE-511
D6
BETWEEN
COLUMNS
BEAM, SEE PLAN
1/4"
3/8" PLATE EACH SIDE
OF BEAM WITH (2) 3/4"Ø
A325 THRU BOLTS
EXISTING MASONRY
WALL ABOVE
EXISTING 9½" CONC. SLAB
1½
"
4
"
3
"
AT CENTER OF BEAM, PROVIDE
7/16"X8"X12" SHIM, AT MIDSPAN -
PROVIDE 5/16"X8"X12" SHIMS AT
QUARTER POINTS. JACK ENDS OF
BEAM TO PRE LOAD BEAM FOR
DEAD LOADS. INSTALL COLUMNS
3/16 3@8
3/8"X10"X16" HIGH
PLATE AT 6'-0" O.C.
WITH (4) 1/2"X4" TITEN
HD BOLTS. MIN. OF (2)
PLATES PER BEAM.
EXISTING 8" WIDE
CONC. BEAM
COLUMN,
SEE PLAN
VIEW A-A
3/4"X8X"X14"
CAP PLATE
COLUMN,
SEE PLAN
A
A
1/2" END PLATE WITH (2)
3/4Ø A325 BOLTS ON
SOUTH SIDE OF BEAM
HSS10X8X5/16 BEAM
1/4
3/16
EACH BEAM
1/4 5"
HSS10X8X5/16
BEAM
1/2" END PLATE WITH
(2) 3/4" A325 BOLTS
END PLATE
REMOVE AND REPLACE
EXISTING WALL AS REQUIRED
EXISTING STEEL BEAM
3/4"X4½"X4½" CAP PLATE
3/4"X8"X10" BASE PLATE W/
(2) 5/8"X5" SIMPSON TITEN
HD BOLTS
EXISTING MASONRY WALL
EXISTING STEEL BEAM
EXISTING CONCRETE SLAB
1/4
1/4
93'-1½"
90'-7½"
1/2" STIFFENER, (1) SIDE1/4
ADD 1/2" PLATE WITH
(2) 3/4" A325 BOLTS
EXISTING W21X55 W16X36
NEW 6" CONCRETE INFILL
WALL. #4 AT 12" O.C. BOTH
WAYS, CENTER OF WALL
EXISTING RISER SLAB
ADD 1/2" PLATE WITH
(2) 3/4" A325 BOLTS
3/16 3/16
EXISTING 12"
MASONRY WALL
EXISTING RISER SLAB
REMOVE MASONRY AS REQ'D TO
INSTALL NEW BEAMS. DRY PACK
WITH NON-SHRINK GROUT
W10X22
91'-0"
A2
SE-511
EXISTING RISER SLAB
6" CONCRETE WALL W/ #4 @ 12" O.C.
BOTH VERTICAL AND HORIZONTAL
#4 @ 12" O.C. TOP AND BOTTOM
#4 @ 12" O.C. BOTTOM OF SLAB
STEEL BEAM, SEE PLAN
#4X2'-6" A706 REBAR. WELD
TO TOP OF BEAM(2) L3½"X2½"X1/4" CONT. ANGLES
STEEL BEAM,
SEE PLAN
4½" CONCRETE SLAB ON 1½"
TYPE 'BR' METAL DECK
(2) #4 TOP, SLOPED
#4 @ 12" O.C. EMBED 4" IN EXISTING SLAB
EXISTING 4½" CONCRETE
SLAB ON 1½" METAL DECK
(2) L2½"X2"X1/4" CONT. ANGLES
EXISTING STEEL BEAM
3/4 6" O.C.
1/4 2@12
1/4 2@12
#4X6'-0" @ 12" O.C. CENTER OVER
BEAM IN TOP OF SLAB
3/4 6" O.C.
3/4 6" O.C.
3/16 2@12
4½" CONCRETE SLAB ON 1½"
TYPE BR METAL DECK (20
GAUGE.) PROVIDE SHORING AT
MID-SPAN OF 8'-0" SPAN
1/2" PLATE WITH (3)
3/4"Ø A325 BOLTS
W12X19
1/4
EXISTING COLUMN
EXISTING
COLUMN
0'
-
1
1
/
2
"
3/4 12
EXISTING
CONCRETE SLAB
EXISTING W10X15
(2 LOCATIONS)EXISTING W12X19
1/4 2@12W16X36
COLUMN WEB FLANGES
NOT SHOWN FOR CLARITY
EXISTING 4½"
CONC. SLAB
(E) W12X19
(E) CONNECTION
1/4
W16X36
1/2" PLATE WITH (4)
3/4"Ø A325 BOLTS
W16X36
1/4
(E) SLAB
#4X30" AT 12" O.C. EMBED
4" IN EPOXY, EACH SIDE
#4 AT 12" O.C.
#4 AT 12" O.C. TOP AND
BOTTOM, SEE PLAN
REMOVE THIS PORTION OF
RISERS, SEE PLAN(E) BEAM
(E) SLAB
SAW CUT
2"
NEW W16X36
REMOVE THIS PORTION OF
RISERS, SEE PLAN
3/4 12
3/16 2@12
L4X4X1/4XCONT. ANGLE W/ 1/2"X4"
TITEN HD BOLTS @ 24" O.C.
(CENTER OF EXISTING SLAB)
3/4" PLATE WELD
TO 3/4"X8X"X8" CAP
PLATE ON COLUMN
(2) 3/4"Ø A325
BOLTS
1/2" END PLATE ON
EACH TUBE BEAM
HSS4X4X5/16"
COLUMN BELOW
1/4
3/16
EACH BEAM
1/4STEEL BEAM, SEE PLAN
EXISTING W16X26
STEEL BEAM
REMOVE MASONRY AS REQUIRED
AND INSTALL BEAM. DRY PACK
GROUT AROUND BEAM
1/2" PLATE W/ (2) 3/4" A325 BOLTS
1/4
1919
0'
-
6
"H SS 4 X4X1/4
(3) SIDES
3/16
EXISTING STEEL BEAM
EXISTING CONC. SLAB
3/4"X4½"X10" BASE
PLATE WITH (2) 5/8"X4"
TITEN HD BOLTS3/16
EXISTING
STEEL BEAM
EXISTING ROOF
JOIST BEYOND
EXISTING 4" BRICK VEENER
EXISTING 12" MASONRY WALL.
REMOVE MASONRY AS
REQUIRED. INSTALL ANGLES, DRY
PACK WITH NON-SHRINK GROUT 5" 3/4"HSS5X4X5/16
(2) L4X3X1/4
(1 EACH SIDE)
HSS4X4X1/4
TYP. TOP &
BOTTOM 1/4
SIDES, TYP.
1/4
3/16
SHOP OR
FIELD, TYP.1/4
HSS5X4X5/16
(2) L4X3X1/4
(1 EACH SIDE)
EXISTING 12" MASONRY WALL.
REMOVE SECTION AS REQ'D.
INSTALL ANGLES, DRY PACK
WITH NON-SHRINK GROUT.
EXISTING CONRETE
ON METAL DECK
EXISTING STEEL BEAMS
92' -3½"
SHOP OR
FIELD 3/16
4
"
3/4" CLEAR
(2) 5/8"X3½" TITEN HD
BOLTS EACH ANGLE
EXISTING GYM
FLOOR, SEE ARCH.
EXISTING GIRDER
(2X10, 2X12, 2X10)
2X REQ'D SHIMS 8" LONG.
NEW 2X6 INFILL CENTERED
BETWEEN EXISTING JOISTS
PROVIDE CONSTRUCTION
GLUE BETWEEN TOP OF
JOIST AND PLYWOOD
(4) 16d NAILS
2X6 X 16"MIN. SPLICE
MEMBER FAR SIDE
WITH (4) 16d NAILS TO
EACH ADDED 2X6
2X6 BLOCKING,
ONE SIDE
STEEL BEAM, SEE PLAN
EXISTING STEEL
BEAM
1/2" PLATE W/ (3) 3/4"
A325 BOLTS
3/4 6
EXISTING
MASONRY WALL
REMOVE MASONRY AS REQ'D
AND INSTALL BEAM. DRY
PACK GROUT AROUND BEAM
1/4
HSS10X4X3/16
3/8" END PLATE
HSS3X3X1/4
1/8
3/16
5/8" CAP PLATE
1/4
0'
-
6
"
12" MIN.
PER COMPACT STORAGE
SUPPLIER, RECESS FOR COMPACT
STORAGE RACK TRACKS.
2" COVER
3" COVER
#4 AT 12" O.C. TOP AND
BOTTOM NORTH-SOUTH
BARS PLACE BOTTOM BAR
FIRST, TOP BAR LAST
#4 AT 12" O.C. EAST-WEST
BARS, TOP AND BOTTOM
AT EACH END OF BEAM PROVIDE
1/2"X7"X10" PLATE WELDED TO
BEAM WITH 1/4" FILLET WELD.
ATTACH TO END WALLS WITH (2)
5/8"X5" TITEN HD BOLTS, GROUT
CELLS FULL AS REQ'D
SEE ARCH, FOR
HANDRAIL
HSS6X4X3/8 BEAM
5/8" THREADED ROD AS
REQ'D AT 24" O.C.,
EMBED 6" IN EPOXY
PLUG WELD
COLUMN, SEE PLAN 3/4"X4½"X10" BASE PLATE W/
(2) 5/8"X4" TITEN HD BOLTS
EXISTING SLAB,
SEE PLAN
EXISTING CONCRETE
WALL BELOW, SEE PLAN
2"
1"
0"
654321
654321
E
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DATE REVISION
PROJECT NUMBER
11
/
2
4
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2
0
2
0
8
:
4
4
:
2
8
A
M
SE-511
FRAMING
DETAILS
JO
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W
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G
P
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A
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3
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O
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CO
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1
6
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Project
Number
NO SCALESE-511
A5
NO SCALESE-511
A6
8'-0" TO 12'-0" L8X4X1/4 LLV L6X6X1/4 L6X6X1/4 L6X6X1/4
4'-0" TO 8'-0" L6X4X1/4 LLV L5X5X1/4 L5X5X1/4 L5X5X1/4
UP TO 4'-0" L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4
8" CMU 10" CMU 12" CMU
OPENING
WIDTH
DOUBLE ANGLE
LINTEL SIZE
DOUBLE ANGLE COLUMN SIZE
ANGLES AT OPENINGS
NO SCALESE-511
B5 FRAMING AROUND WINDOWS
NO SCALESE-511
C5
NO SCALESE-511
D6
NO SCALESE-511
C3
NO SCALESE-511
B4
NO SCALESE-511
B3
NO SCALESE-511
A2
NO SCALESE-511
B2
NO SCALESE-511
B1
NO SCALESE-511
C1
NO SCALESE-511
C2
NO SCALESE-511
D5
NO SCALESE-511
D1
NO SCALESE-511
D2
NO SCALESE-511
D3
NO SCALESE-511
E4
NO SCALESE-511
D4
NO SCALESE-511
E1
NO SCALESE-511
E2
1 10/30/20
20
Addendum 1
NO SCALESE-511
E3
NO SCALESE-511
A1
NO SCALESE-511
E5
NO SCALESE-511
E6
EXISTING 7½"
CONC. SLAB
EXISTING STAGE FLOOR
EXISTING BRICK
VEENER
EXISTING WALL
3/8"X4" PLATE CONT. WITH
5/8"ØX6" WELDED ANCHOR
STUDS @ 16" O.C.
(2) #3 TOP
AND BOTTOM
EXISTING
FOUNDATION WALL
EXISTING
FOUNDATION WALL
EXISTING 4"
SLAB ON GRADE
NEW MASONRY WALL
INFILL AT EXISTING DOOR
#5 @ 32" O.C. VERT. EMBED
6" IN EXISITNG FOUNDAITON
NEW STAGE FLOOR,
SEE ARCH.
81' -0"
3/4 12" O.C.
8" CMU BLOCK AT FLOOR
12" MASONRY WALL INFILL AT (E) DOOR
SLOPES
CW-8A
6" MIN. THICKNESS L.W.
CONC. STAIR SLAB ON 20
GAUGE W2 FORM LOCK
DECK WITH #4 AT 12"
O.C. EACH WAY #3 NOSE
BARS IN STAIRS
3/8"X4"XCONT. PLATE WITH
3/4"X6" WELDED ANCHOR
STUDS AT 16" O.C.
4X4X1/4 ANGLE WITH
5/8"X5" TITEN HD BOLTS
AT 16" O.C.
DRILL AND EPOXY 3½" IN
CONC. SLAB, TYP.
3/4
12
3/4 12
7¼" ± L.W. CONC. SLAB ON 22 GAUGE
GALVANIZED W3 FORM LOCK METAL DECK.
REINFORCE WITH #4 @ 24" O.C. E.W.7½"X4"X5/16 CONT. BENT PLATE
WITH #4X16" DOWELS AT 24"
O.C., WELD TO BENT PLATE
3
"
EXISTING STAGE FLOOR
EXISTING 7½"
CONC. SLAB
EXISTING WALL AND
BRICK VEENER
NEW STAGE
FLOOR, SEE ARCH.
4"X4"X1/4" CONT. ANGLE
WITH 5/8"X5" TITEN HD
ANCHORS AT 16" O.C.
EXISTING WALL AND
BRICK VEENER
3/4 12" O.C.
7¼" ± L.W. CONC. SLAB ON 22 GAUGE
GALVANIZED W3 FORM LOCK METAL DECK.
REINFORCE WITH #4 @ 24" O.C. E.W.
BREAK OUT FACE
SHELL AT 16" O.C. AND
GROUT SOLID
SLAB BEYOND
JOIST (RISER) BEYOND
VARIES
(1) #5X30" LONG DOWEL @
EACH JOIST. EMBED 6" IN
EPOXY. INSTALL PRIOR
TO FORMING WALL
8" CONC. WALL, #5 @ 14"
O.C. BOTH WAYS CENTER
OF WALL
STEP TOP OF WALL TO MATCH
BOTTOM OF BLEACHERS
WALL ALTERNATE
SEATING SLAB
FERROSCAN JOISTS BEFORE
DRILLING HOLES FOR DOWELS
SLAB BEYOND
JOIST (RISER) BEYOND
VARIES
SLOPES
FORM ONE SIDE AND
DRY PACK WITH 6000 PSI
NON-SHRINK GROUT W21X55
SEATING SLAB
3/4" WELDED ANCHOR
STUDS, LENGTHS VARY
A6
SE-512
(2) #5 TOP
8" CONCRETE WALL W/ #4 @ 12" O.C.
BOTH WAYS IN CENTER OF WALL
INJECT W/ EPOXY
EXISTING RISER SLAB
#4 VERTICAL @ 12" O.C.
L4X4X1/4XCONT. ANGLE
W/ 3/4"X6" TITEN HD
BOLTS @ 12" O.C.
STEEL BEAM, SEE PLAN
1/4
#4 HORIZONTAL @ 12" O.C.
#4 @ 18" O.C.18"
24"
3/4 12" O.C.
STEEL BEAM,
SEE PLAN
L4X4X5/16XCONT. ANGLE
#4X24" A706 REBAR
WELDED TO BEAM
WEB @ 18" O.C.
1/4 3@12
3/4
VARIES, SEE PLAN
6" L.W. CONC. SLAB
ON METAL DECK,
SEE PLAN
12" O.C.STEEL BEAM, SEE PLAN
1/2" BOLTS @ 16" O.C.
CAST IN DRY PACK GROUT
EXISTING RISER SLAB6" L.W. CONCRETE SLAB ON
METAL DECK, SEE PLAN
#4X30" REBAR @ 18" O.C.
EMBED 6" IN EPOXY
1/4 3@12
3/4 6" O.C.
SEE E3/SE-121
FERROSCAN JOISTS TO LOCATE
REINFORCING PRIOR TO
DRILLING HOLES FOR BOLTS
3/8" BENT PLATE AS REQUIRED. (FULL
WIDTH OF BEAM + 4") W/ (1) 5/8"X5" TITEN
HD BOLT CENTER OF JOIST (RISER)
3/4"X4" WELDED
ANCHOR STUDS
EXISTING RISER SLAB
1/4
STEEL BEAM, SEE PLAN
A
A
END OF
CONCRETE
RISER SLAB
STEEL BEAM,
SEE PLAN
VIEW A-A
BENT PLATE
WITH TITEN HD
5/8"X5" TITEN HD BOLT AT
CENTER OF JOIST EXCEPT CJ-2,
FERROSCAN JOISTS TO
DETERMINE EXACT LOCATION
OF BOLTS
STEEL BEAM, SEE PLAN
NOTE:
PROVIDE SUPPORT FOR
METAL DECK AT TRANSITION
3/4" CAP PLATE W/ (8)
3/4"Ø A325 BOLTS
STEEL BEAM, SEE PLAN
1/2" GUSSET PLATE W/ (4)
3/4"Ø A325 BOLTS
STEEL COLUMN, SEE PLAN
1/4
1/2" STIFFENER BOTH
SIDES OF BEAM
1/4
L6X4X5/16 CONT.
#4 AT 18" O.C.
#4X24" A706 REBAR
WELDED TO ANGLE
AT 18" O.C.
NOTE: WELD ANGLE TO
SUPPORT ANGLES AT EACH END
3/4
(E) THEATER GYM FLOOR
AT ELEVATION 81'-0"
PROVIDE PROTECTION FOR
WOOD FLOOR WHEN
CASTING CONCRETE FLOOR
5/8" X 5" SIMPSON TITEN
HD BOLTS AT 16" O.C.
8" CONCRETE WALL
12" O.C.
6X4X5/16"
CONT. ANGLE
1/2" STIFFENER
PLATE EACH SIDE
CONCRETE ON METAL
DECK, SEE PLAN
3/4"X6"X12" CAP PLATE
WITH (4) 3/4"Ø A325 BOLTS
STEEL COLUMN, SEE PLAN
1/4
1/4
3/16 3@12STEEL BEAM,
SEE PLAN
CONCRETE SLAB ON
METAL DECK, SEE PLAN
1/4" PLATE
CUT BOTTOM FLANGE AND WEB AND REMOVE
SECTION TO MAKE BEND IN BEAM. DO NOT CUT TOP
FLANGE, CAN BE HEATED TO BEND TOP FLANGE
BEAM, SEE PLAN
BEAM, SEE PLAN
CONCRETE ON METAL
DECK, SEE PLAN
STEEL BEAM, SEE PLAN
L6X4X5/16 ANGLE W/ 3/4"X6"
TITEN HD AT 24" O.C.
EXISTING MASONRY
WALL
BREAK-OUT FACE SHELL AND
GROUT SOLID @ 16" O.C.
TYP.
3/4 12
CONCRETE ON METAL DECK,
SEE PLAN.
BEAM,
SEE PLAN.
L5X5X1/4
1/4 3@12
EXISTING BEAM.
L3X3X1/4 WITH 3/4"Ø BY 5"
TITEN HD AT 18"O.C.
3/4 12
L5X5X1/4
5/8" CAP PLATE
WITH (4) 5/8" A325
BOLTS
COLUMN, SEE PLAN
BEAM, SEE PLAN.
3/8"X6"XREQUIRED
SHEAR TAB. REMOVE
AND REPOINT MASONRY
AS REQUIRED.
1/4
NOTCH END OF CONCRETE
SLAB AS REQ'D FOR COLUMN
L5X5X1/4
CONT. ANGLE
#4X24" DOWELS AT 18" O.C.
1/2" STIFFENER
PLATE EACH SIDE
SLOPES TO MATCH
BEAM SLOPE
3/16
3
"
EXISTING STAGE FLOOR
EXISTING 7½"
CONC. SLAB
EXISTING WALL AND
BRICK VEENER
3/4 12" O.C.
(2) 6X4X1/4 ANGLES
WITH (4) 5/8"X6" TITEN
HD BOLTS. (2) 3/4" A325
BOLTS TO BEAM
BEAM, SEE PLAN
NEW STAGE
FLOOR, SEE ARCH.7¼" ± L.W. CONC.
SLAB ON 22 GAUGE
GALVANIZED W3
FORM LOCK METAL
DECK. REINFORCE
WITH #4 @ 24" O.C.
E.W.
4"X4"X1/4" CONT.
ANGLE WITH
5/8"X5" TITEN HD
BOLTS AT 16" O.C.
EXISTING K-BRACE
AND PLATE
1/2"X4"X10"
SHEAR PLATE
3/8"X4"X10" SHIMS
AT 2'-6" O.C.
AT GRIDS F1 AND H1, USE
3/4" PLATES. AT ALL OTHER
LOCATIONS, USE 1/2"
PLATES.
WT12X72.5
TYP.
1/4
3" EACH
SIDE OF
SQUARE
PLATE
3/16
TYP.
1/4
1/2" PLATE WITH (3)
3/4"Ø A325 BOLTS
EAC H BEAM, TYP.
3/8"X4"X10" SHIMS
AT 2'-6" O.C.
3/16
3" EACH SIDE
EACH MEMBER
12" WELDS TOTAL
TYP.
1/4
A A
VIEW A-A
10"
EXISTING TRUSS
BOTTOM CHORD
EXISTING TRUSS
TOP CHORD
EXISTING TRUSS VERT.
3/4 6EXISTING ROOF DECK
STEEL BEAM,
SEE PLAN
6½"X6½" SHIM PLATE AS
REQ'D. (4) 3/4"Ø A325 BOLTS
STEEL BEAM, SEE PLAN
1/4"X4" PLATE AT 18" O.C.
WITH 3/8"Ø DRILL AND
EPOXY BOLTS, EMBED 3½"
HSS2X2X1/4" TUBE
3/8"X3" SQUARE PLATE
3/16
TYP.
3/16
#4X15" REABAR AT 16"
O.C. EMBED 4" INTO
EXISTING IN EPOXY.
#4X16" REBAR AT 18"
O.C. EMBED 4" IN
EXISTING IN EPOXY
GEOFOAM
EXISTING SUSPENDED
CONCRETE TIERS
#4 REBARS AT 18" O.C.
(4) #4 AS SHOWN
MOUNTING OF CHAIR AND
CHAIR BY SUPPLIER
METAL GUARD RAIL,
SEE ARCH.
SEE ARCH. FOR LOCATION AND SIZE
4"
3"
3
"
CONCRETE STAIR TREADS, SEE ARCH. FOR
LOCATION AND SIZE. (2) #4 LENGTHWISE, #4
BENT ANCHORS AS SHOWN, EMBED 3" IN
EPOXY AT 16" O.C.
SEE DETAIL A6/SE-512
FOR FRAMING
EXISTING RISER
MASONRY WALL BRICK VEENER
6X4X5/16" BRICK
LEDGER. ANGLE WITH
3/4" THRU BOLTS AT 16"
O.C. (MIN. 3 PER ANGLE)
BREAK OUT FACE SHELL
AND GROUT SOLID FOR
3 COURSES MIN.
2
"
SEE DETAIL A6/SE-512
FOR FRAMING
EXISTING RISER
C10X20
(2) 5/8"X5" SIMPSON
TITEN HD BOLTS AT
EACH RISER
0 ' - 2 "
0 ' - 2 "
600S162-33 JOISTS
AT 24" O.C.
16 GAUGE TRACK WITH (2)
1/4"X1¼" TITEN STAINLESS STEEL
MASONRY SCREWS AT 12" O.C.
600S162-33 STUD
WALL AND 16 GA.
TRACK, SEE ARCH.
HSS10X4X3/16
BEAM, SEE PLAN
300S162-33 CEILING JOISTS
AT 24" O.C., SEE ARCH.
18 GAUGE TRACK WITH #12-24 X
1" SELF DRILLING SCREWS AT 24"
O.C.
EXISTING
MASONRY WALL
18 GAUGE TRACK WITH
1/4"X1¼" TITEN STAINLESS
STEEL MASONRY SCREWS
AT 12" O.C. STAGGERED.
SEE ARCH. DRAWINGS FOR ADDED
INORMATION REGARDING SHEATHING
AND ADDITIONAL FRAMING REQ'D.
BEAM, SEE PLAN.
3/8"X7"X9" SHEAR TAB
WITH (3) 3/4"Ø BOLTS.
5/16
HSS3X0.250 COLUMN, WITH
1/2"X6"X9" BASE PLATE
WITH (4) 5/8"Ø A325 BOLTS.
WELD 1/4" INSERT IN TOP
TO KEEP WATER OUT.
STEEL BEAM, SEE PLAN
9X4X1/2" ANGLE,
11" LONG
(4) 5/8"Ø THREADED RODS.(BOTTOM
FLANGE OF TRUSS CHORD IS 1-1/16"
THICK AND 12" TO 14" WIDE)
1/4 2 @ 6
2
"
THIS ANGLE
ONLY BOTH
ENDS
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
PROJECT NUMBER
11
/
2
4
/
2
0
2
0
8
:
4
4
:
3
2
A
M
SE-512
FRAMING
DETAILS
JO
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W
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H
A
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B
U
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D
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N
G
P
H
A
S
E
3
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M
O
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E
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CO
N
S
T
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C
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I
O
N
D
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M
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Project
Number
NO SCALESE-512
A1
NO SCALESE-512
A2
NO SCALESE-512
B1
NO SCALESE-512
B2
NO SCALESE-512
A4
NO SCALESE-512
B4
NO SCALESE-512
B3
NO SCALESE-512
A6
NO SCALESE-512
A5
NO SCALESE-512
B5
NO SCALESE-512
C1
NO SCALESE-512
B6
NO SCALESE-512
C6
NO SCALESE-512
C2
3/4" = 1'-0"SE-512
C4
3/4" = 1'-0"SE-512
E4
NO SCALESE-512
D1
NO SCALESE-512
D6
NO SCALESE-512
D5
NO SCALESE-512
D2
1 10/30/20
20
Addendum 1
2 11/05/20
20
Addendum 2
NO SCALESE-512
C3
NO SCALESE-512
C5
NO SCALESE-512
D3 HANDRAIL DETAIL
NO SCALESE-512
E1
NO SCALESE-512
E5
NO SCALESE-512
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8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
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134 ATOTAL AMPS:134 A
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9
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41
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37
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31
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29
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8
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30
27
-
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1
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5
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-
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28
25
C
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23
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24
21
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22
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-
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18
15
-
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1
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16
13
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1
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11
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4'2'1'0"8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
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A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 EXISTING 1200A FEEDER (4-4"C.,4-#350+GND) TO BE RE WORKED TO ACCOMMODATE REMODEL. SEE REMODELED PLAN.2 REMOVE EXISTING LIGHTING IN CONFLICT W/ REMODEL RE MOVE ALL ASSOCIATED CONTROLS, CONDUIT AND WIRE BACK TO NEXT ACTIVE BOX OR SOURCE.3
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MENT WITHIN THIS AREA IS TO BE REMOVED, UNLESS SPECIFICALLY IND ICATED OTHERWISE. WHEN EXISTING SWITCH BOXES OR OUTLET BOX ES FALL WITHIN OR VERY NEAR NEW OUTLET/SWITCH LOCATION S.ELECTRICAL CONTRACTOR MAY UTILIZE EXISTING ROUGH-IN , ETC. IN LIEU OF INSTALLING NEW. ELECTRICAL CONTRACTOR SHALL MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN. REMOVE ALL ASSOCIATED CONDUITS BACK TO NEXT ACTIVE BOX OR SOUR CE.REMOVE ALL UNUSED CONDUIT.12
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LED FLAT PANEL LIGHTING AND UTILIZE LIGHTING IN REMODEL.15
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MODIFIED BY THIS REMODEL. NEW INDEX SHALL REFLECT ALL CONNEC TED LOADS.
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1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SH ALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPU S LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLIN G CENTER.3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERE D TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER.4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. ALL CABLE FROM DATA DEVICES MARKED FOR DEMO SHOU LD BE PULLED BACK TO PATCH PANEL AND REMOVED.SPECIAL DEMOLITION NOTES:8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
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DATE REVISION PROJECT NUMBER P.E. JOB #204811-23-2020
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A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 ALL EXISTING ELECTRICAL, FIRE ALARM, AND IT EQUIPM ENT WITHIN THIS AREA IS TO BE REMOVED, UNLESS SPECIFICALLY IND ICATED OTHERWISE. WHEN EXISTING SWITCH BOXES OR OUTLET BOX ES FALL WITHIN OR VERY NEAR NEW OUTLET/SWITCH LOCATION S.ELECTRICAL CONTRACTOR MAY UTILIZE EXISTING ROUGH-IN , ETC. IN LIEU OF INSTALLING NEW. ELECTRICAL CONTRACTOR SHALL MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN. REMOVE ALL ASSOCIATED CONDUITS BACK TO NEXT ACTIVE BOX OR SOUR CE.REMOVE ALL UNUSED CONDUIT.2
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RE-ESTABLISH ELECTRICAL SERVICES TO THIS DEVICE. RE PLACE EXISTING DEVICE AND COVER PLATE.11
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DURING CONSTRUCTION.
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1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SH ALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPU S LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLIN G CENTER.3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERE D TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER.4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. ALL CABLE FROM DATA DEVICES MARKED FOR DEMO SHOU LD BE PULLED BACK TO PATCH PANEL AND REMOVED.SPECIAL DEMOLITION NOTES:8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
2
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DATE
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PROJECT NUMBER P.E. JOB #204811-23-2020
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2
0
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9
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4
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M
ED101UPPERLEVELEXISTINGELECTRICALJOHN W. HART BUILDING PHASE 3 REMODEL REXBURG, ID CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020 200541
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MAINTAIN,OR RE-ESTABLISH ELECTRICAL SERVICES TO FIXTURES 14
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1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SH ALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPU S LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLIN G CENTER.3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERE D TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER.4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. ALL CABLE FROM DATA DEVICES MARKED FOR DEMO SHOU LD BE PULLED BACK TO PATCH PANEL AND REMOVED.SPECIAL DEMOLITION NOTES:8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
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PROJECT NUMBER P.E. JOB #204811-23-2020
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ED102MAIN GYM EXISTING ELECTRICALJOHN W. HART BUILDING PHASE 3 REMODEL REXBURG, ID CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020 200541
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NEW WELLNESS CENTER 179A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 CONNECT ALL OCCUPANCY SENSORS IN ROOM IN PARALLEL SO THAT ANY OCC. SENSOR WILL TURN ON ALL ROOM LIGHTING .2 CIRCUIT TO PANEL V. PROVIDE AND INSTALL NEW BREAKE RS AS NECESSARY TO ACCOMMODATE DESIGN, PROVIDE AND INSTAL L NEW PANEL SCHEDULE.3
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ARY 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 MAN UFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPL ETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTME NTS AND PLACE THE SYSTEM IN OPERATING ORDER.B.
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TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHA LL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:·
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ON OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.·
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THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOS ED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGI NEER.C.
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POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYST EM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL L ISTING.FIRE ALARM EXPANSION NOTES:8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com
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PROJECT NUMBER P.E. JOB #204811-23-2020
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EE100ACTIVITYSTORAGE,WELLNESS CENTER &RESTROOMS ELECTRICAL PLANJOHN W. HART BUILDING PHASE 3 REMODEL REXBURG, ID CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020 200541
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