CONSTRUCTION MODIFICATION # 014 · 2018. 10. 17. · 1994 construction documents (per UBC 505(f)2) separating Natatorium from Locker rooms is added to current Code Sheet G14.1. •

CONSTRUCTION MODIFICATION #014

16 October 2018

Randall Coonrod, Coonrod & Associates Construction Co.

Greater Wichita YMCA, East Branch Addition/Remodel

5358.00

Teresa Burk

☐E-Mail ☒Online ☐Mail ☒Delivery ☐Fax Total Pages: 9

ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS

CONTRACTOR - PLEASE make revisions as noted:

• Add fire sprinkler zone: Wet Fire Sprinkler shall be added to

Building #1, north and east of the 2-hour fire wall separation. Code

sheet G14.1 revised to indicate zone for additional sprinkler area plus

wet area of Building #2, and to reallocate corridor occupant loads to

below 30 at both 111 and 176. Corridor 111 is part of fully sprinkled

building #2 allowed to be non-rated per IBC Table 1018.1 with occupant

load < 30. Corridor 176 is within the sprinkled portion of Building #1

and totally separated from unsprinkled areas by 2-hr fire rated

separation walls. With consent of MABCD committee, this is requested

for consideration of equivalent substitution to the intent of IBC IBC

Table 1018.1, with sprinkler requirements shown to be sufficient by

sealed document provided by FSC, Inc. Consulting Engineers and

provided to MABCD via email dated October 8, 2018.

• Fire separation indicated: 2-hr Fire-rated wall indicated at original

1994 construction documents (per UBC 505(f)2) separating Natatorium

from Locker rooms is added to current Code Sheet G14.1.

• Revise storage 114: Omit planned wall cuts at either side of existing

storage room 113 and provide mandoor thru west wall as indicated on

attached sheets A21.1, A21.2, A22.3, A22.3D, A22.4, A23.2, A72.1.

PLEASE DO NOT HESITATE TO CONTACT ME WITH ANY QUESTIONS

ABOUT THIS INSTRUCTION. THANK YOU.

Date:

Attention:

Project:

Project No.:

From:

Issued via:

The Work shall be carried out in accordance with the above supplemental instructions

issued in accordance with the Contract Documents without change in Contract Sum or

Contract Time. Proceeding with the Work in accordance with these instructions indicates

your acknowledgment that there will be no change in the Contract Sum or Contract Time.

By: TD Burk..

Docum

ent2

tburk

Stamp

ADDITION AND RENOVATION TO EXISTING EXTERIOR WALL PROTECTION FITNESS BUILDING (TABLE 602)

OCCUPANCY: GROUP A3 <5' 1CONSTRUCTION TYPE: II-B >5', <10' 1MIXED OCCUPANCY: NONE >10', <30' 0

>30' 0

ANTICIPATED OCCUPANT LOAD: LEVEL 1: 1155 LEVEL 2: 189

TOTAL ACTUAL BLDG. SF: 53,896 SF FIRST FLOOR18,242 SF SECOND FLOOR

TOTAL SF: 72,138 > 68,000 + 6.1% OVER ALLOWABLE BY 1985 CUP (DP-211)*SEEKING CUP ADMINISTRATIVE ADJUSTMENT

FIRE SAFETY:• ADDRESSABLE FIRE ALARM SYSTEM

W/HORNS & VISUAL SIGNALS -ELEVATOR RECALL -TAMPER & FLOW SWITCHES -CONTROL PANEL: ELEC ROOM -REMOTE ANNUNCIATOR MAIN ENTRY

• FIRE EXTINGUISHERS• EXIT LIGHTS & EMERGENCY LIGHTS

-DIESEL GENERATOR BACKUP

PASSIVE FIRE SAFETY SYSTEM: NONE PROVIDED, NONE REQUIRED

SMOKE CONTROL SYSTEM:NONE PROVIDED, NONE REQUIRED

ACTIVE FIRE SAFETY SYSTEM:• FIRE ALARM SYSTEM PROVIDED• SMOKE DETECTION PROVIDED AT RATED DOORS WITH

HOLD OPENS AND HVAC EQUIPMENT ABOVE 2000 CFM • AREA SMOKE DETECTION COVERAGE AT ELC• EXIT LIGHTS AND EMERGENCY LIGHTS PROVIDED WITH

BATTERY BACKUP• FIRE SPRINKLER - BUILDING #2: DOUBLE INTERLOCK

DRY SYSTEM W/ EXTERIOR FDC WALL MOUNTED AT RISER CLOSET, CONNECTION TO MEET WFD REQUIREMENTS - FLOW TEST AND HYDRAULIC CALCULATIONS TO BE PERFORMED BY CONTRACTOR

• FIRE SPRINKLER - BUILDING #1, NORTH AND EAST OF 2-HR FIRE WALLS: WET SYSTEM AS INDICATED BY SHADED AREA. DELUGE WATER CURTAINS INSTALLED EACH SIDE OF OPENING 101C.

ALLOWABLE AREA CALCULATIONS - BUILDING #2 INCLUDING NEW ADDITION At = 9,500 SFP = 616 FTF = 236 + 72 + 33.5 = 341.5W = (341.5 X (30 / 341.5)) = 30If = (F / P - 0.25) W / 30

= [(341.5 / 616) - 0.25] (30 / 30) = 0.3044Is = 2 (SPRINKLER ADDED THIS PROJECT - SEE BELOW)Aa = [At + (At X If) +(At X Is)

= [9,500 + (9,500 X 0.3044) + (9,500 X 2)]= 31,391.8 SF/FLOOR

ACTUAL SF = COMPLIANT?LEVEL 1 = 13,857 EXISTING + 3,053 NEW

= 16,910 SF < 31,391.8= YES

LEVEL 2 = 5,863 EXISTING + 3042 NEW= 8,905 SF < 31,391.8= YES

• C.M. TO FIELD VERIFY ALL FIRE EXTINGUISHER LOCATIONS. SUPPLY ADDITIONAL FIRE EXTINGUISHER CABINETS AS NEEDED SO THAT TRAVEL DISTANCE DOES NOT EXCEED 75' FROM ANY POINT IN THE BUILDING TO THE NEAREST FIRE EXTINGUISHER. VERIFY LOCATIONS IN FIELD WITH ARCHITECT PRIOR TO INSTALLATION.

• KANSAS FIRE PREVENTION CODE - KSA 31-133 AND 31-134a. MOST BUILDINGS NEW OR EXISTING HAVE ONE OR MORE DEVIATIONS FROM ONE OF THE RECOGNIZED BUILDING CODES. STATE LAW MANDATES COMPLIANCE TO THE KANSAS STATE FIRE PREVENTION CODE (KFPC) IN ALL OCCUPIED STRUCTURES. STATE LAW CAN BE SUMMARIZED AS: A) EXISTING STRUCTURES CANNOT HAVE 'DISTINCTLY HAZARDOUS CONDITIONS' - THOSE THAT IMPEDE SPEEDY EXIT; B) NEW CONSTRUCTION AND CHANGES IN OCCUPANCY SHALL COMPLY TO CURRENT STANDARDS; C) ADDITION OR CHANGES IN EXISTING BUILDINGS CANNOT MAKE THE EXISTING CONDITION WORSE OR BLOCK EXITING. MOST CORRECTIONS TO DISTINCTLY HAZARDOUS CONDITIONS COMPENSATE FOR IMPAIRED EXITING. MANY COMPENSATORY MEASURES ACCEPTABLE TO THE KANSAS STATE FIRE MARSHAL'S OFFICE DO NOT UPGRADE THE BUILDING OR MEET THE LETTER OF A BUILDING, FIRE OR LIFE SAFETY CODE. EXISTING PORTIONS OF MANY BUILDINGS DO NOT COMPLY WITH A CERTAIN BUILDING CODE AND SHOULD BE SPECIFIED AS MEETING THE KANSAS FIRE PREVENTION CODE.

REQUIRED FIXTURES FOR 1344 OCCUPANTS (IBC TABLE 2902.1): A-3 OCCUPANCY

WATER CLOSETS LAV'S DRINKING FOUNTAINSMEN (672 OCC.) 1 PER 125 = 6 1 PER 200 = 4 1 PER 500 = 3WOMEN (672 OCC.) 1 PER 65 = 10 1 PER 200 = 4

ACTUAL FIXTURES:WATER CLOSETS LAV'S DRINKING FOUNTAINS

MEN 8 + 3 URINALS 9 13WOMEN 9 8UNISEX 4 4

ARCHITECT: SCHAEFER JOHNSON COX FREY & ASSOCIATES, P.A.I CERTIFY THAT THE SUBMITTED PLANS FOR THE PROJECT REFERENCED ABOVE COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING:

2012 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL MECHANICAL CODE2015 UNIFORM PLUMBING CODE2017 NATIONAL ELECTRIC CODE (NFPA 70-90)2010 ADAAG ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES2012 INTERNATIONAL FIRE CODE

PER 2012 IBC SECTION 104.10, THE KANSAS STATE FIRE MARSHALL ACCEPTS APPLICATION OF THE 2012 IBC TO THIS PROJECT AS PROVIDING AN EQUIVALENT LEVEL OF MINIMUM LIFE SAFETY AS REQUIRED BY THE KANSAS FIRE PREVENTION CODE.

TYPE OF CONSTRUCTION: NEW CONSTRUCTION AND EXISTING BUILDING RENOVATIONLOCATION: 9333 E. DOUGLAS OWNER: GREATER WICHITA AREA YMCA, 402 N MARKET ST, WICHITA, KS 67202 PH: 316.219.9622 COUNTY: SEDGWICKCITY: WICHITAARCHITECT: SJCF ARCHITECTURE, 257 N BROADWAY, WICHITA, KS 67202 PH: 316.684.0171HANDICAP PROVISIONS: PATH OF TRAVEL, RESTROOMS, EXITSWATER SUPPLY: CITY OF WICHITASEWAGE TREATMENT: CITY OF WICHITAGAS: KANSAS GASELECTRICITY: WESTARFIRE SERVICE: CITY OF WICHITAUSE: FITNESSAUTHORITY HAVING JURISDICTION: STATE ARCHITECT, STATE FIRE MARSHALLOCAL CODE ENFORCEMENT: CITY OF WICHITA

100

.2

20"

34"

FEC

FE

1500

150 SF(300)

Name Of Room

# OF OCCUPANTS

ROOM AREA

OCCUPANT LOAD FACTOR

# OF OCCUPANTS

EGRESS WIDTH PER OCCUPANT

REQ'D WIDTH

ACTUAL WIDTH

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

LINE OF EXIT PATH

1500

150 SF(300)

Name Of Room

25OCCUPANT LOAD FROM A TRIBUTARY AREA OF THE ADJACENT FLOOR ABOVE OR BELOW

INDICATES THE OCCUPANT LOAD EXITING FROM THE BUILDING

INDICATES THE OCCUPANCY LOAD OF A SPECIFIC ROOM OR AREA REQUIRING ONE EXIT

INDICATES THE OCCUPANCY LOAD OF A SPECIFIC ROOM OR AREA REQUIRING TWO OR MORE EXITS

# OF OCCUPANTS

ROOM AREA

OCCUPANT LOAD FACTOR

LOCATION OF EXIT

EXISTING 1HR FIRE RATING

EXISTING 2HR FIRE RATING

EXISTING 2HR RATED CORRIDOR

2-HR. 8" BLOCK AREA SEPARATION WALLS U.L. U9052-HR. 6" METAL STUD AREA SEPARATION WALL U.L. U424

137

.2

24.0"

27.4"

72

.2

14.4"

34"

38

.2

7.6"

34"

28

.2

5.6"

68"

169

.2

31.8"

33.8"

170

.2

34"

34"

69

.2

13.8"

34"

164

.2

32.8"

34"

164

.2

32.8"

34"

21

.2

3.8"

34"

41

.2

8.2"

34"

3

.2

.6"

34"

429 SF

1 2DL

(35)

TODDLER II

3577 SF

73

(50)

CARDIO

1277 SF

40

(35)

KID ZONE

500 SF

34

(15)

CONFERENCE

96 SF

1

OFFICE

123 SF

2

DIRECTOR

240 SF

2

HALL

127 SF

1

GYMNASTICSTOR

VEST

315 SF

4

(100)

CHECK-IN

RR

162 SF

1

GYM STOR

107 SF

1

(300)

ELEC

308 SF

7

CHECK-IN

308 SF

7

CHECK-IN

822 SF

17

(50)

CIRCULATION

294 SF

21

(15)

LOUNGE

150 SF

2

BRKRM

354 SF

4

(100)

OFFICE

99 SF

1

(300)

BRKRM

109 SF

2

(100)

OFFICE516 SF

8DL

(65)

INFANTS

171 SF

1

(300)

LAUNDRY

3490 SF

70

(50)

GYMNASTICS

6620 SF

136

(50)

GYMNASIUM

STAIR

42 SF

1

(300)

STO

976 SF

20

(50)

WOMENS LR

928 SF

19

(50)

MENS LR

395 SF

12

(35)

MOM'S DAY OUT

330 SF

2

MAINT

334 SF

2

(300)

MECH/ELEC

337 SF

2

(300)

FILTER ROOM

POOL

284

POOLS - 4422 SF / 50 SF PER OCC. = 88 OCCUPANTSDECK - 2940 SF / 15 SF PER OCC. =

196 OCCUPANTS

3297 SF

62

(50)

STRENGTH

910 SF

23

(50)

PERSONALTRAINING

93 SF

1

(300)

STORAGE

150 SF

3

(50)

PILATES

155 SF

2

(100)

OFFICE

194 SF

1

(300)

MAINT

370 SF

8

(50)

FAMLR

48 SF

1

(300)

STORAGE

158 SF

11

(15)

STM RM

80 SF

6

(15)

SAUNA

70 SF

6

(15)

SAUNA

147 SF

3

(50)

WH POOL VEST

EXITWAY

STAIR

EXITWAY

ELEV

51 SF

1

EQUIP

CORR

CORRIDOR

CORRIDOR

CORRIDOR

CORR

RR

SHOWER

SHOWER

RR

CHG

SHOWER

CHG

CHG

CHG

VEST

FIRE

STAIR

PLAYGROUND

SHOWER

WOMENS RR

MENS RR

FEC

85

24

29

49

62

85

31

2893 SF

58

(50)

FREE WEIGHT

105

84

23

190

18

18

38

148

.2

29.6"

72"

40

6

6 6 412

1

2

14

8

42019

173

103

20

8

9

729 SF

22DL

(35)

PRESCHOOL II

542 SF

13DL

(42)

PRESCHOOL I

10

.2

2"

34"

10

.2

2"

34"

8

.2

1.6"

34"

2 22 0

13

FEC

FE

C

FEC FEC

FE

C

FE

C

FE

FEC

FE

C

FE

FE

FEC

15

423 SF

12DL

(35)

TODDLER I

32 SF

1

(300)

STORAGE

BUILDING #1

BUILDING #2

BU

ILD

ING

#2

BU

ILD

ING

#3

BU

ILD

ING

#2

BU

ILD

ING

#3

20

.2

4"

34"

13

MABCD #30

13

MABCD #30

13

ASI-007

13

MABCD #29

13

ASI-007

OMIT REVISIONS

OMIT REVISIONS

17

ASI-011

17

ASI-011

101C

20

ASI-014

20

ASI-014

20

ASI-014 20

ASI-014

20

ASI-014

20

ASI-014

20

ASI-014

20

ASI-014

70 SF

1

CAMPSTORAGE

20

ASI-014

ADDED 2-HR FIRE SEPARATION BETWEEN NATATORIUM AND LOCKER ROOMS AS INDICATED ON ORIGINAL CONSTRUCTION DOCUMENT CODE SHEET

20

ASI-014

19

ASI-013

DATE

PROJECT NUMBER

REVISIONS

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

©2017Schaefer Johnson Cox Frey Architecture, Inc.

All Rights Reserved

These drawings and their contents, including, but not limited to, all concepts,

designs, & ideas are the exclusive property of Schaefer Johnson Cox Frey (SJCF), and may

not be used or reproduced in any way without the express consent of SJCF.

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G14.1

CODE COMPLIANCE -

FIRST FLOOR

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BUILDING INFORMATION

GENERAL NOTES

PLUMBING FIXTURE SUMMARY

PROJECT CERTIFICATIONPROJECT INFORMATION

CODE PLAN LEGEND

U.L. DATA

N

KEY PLAN

AREA 'A'

AREA 'B'

AREA 'C'

1/16" = 1'-0"

1 FIRST FLOOR CODE COMPLIANCE PLAN

0' 4' 8' 16' 32'

N

BU

ILD

ING

#3

BU

ILD

ING

#2

BUILDING #1

BUILDING #2

X FDC

FACP

2

ADDENDUM

MABCD 009

2 AD2 6.08.18

13 ASI-007 09.12.18

17 ASI-011 10.02.18

18 ASI-012 10.09.2018

19 ASI-013 10.12.18

20 ASI-014 10.16.18

MABCD #29: ELC AREA REVISED TO INDICATE DESIGN LOADS PER KDHE LICENSING ALLOWANCES. ADDED EXTERIOR DOOR AT ROOM 163 PRESCHOOL II, AND REVISED 167 CORRIDOR OCCUPANT EGRESS LOADS TO TOTAL LESS THAN 30 ELIMINATING THE REQUIREMENT FOR 1-HR RATED CORRIDOR WALLS.MABCD #30: ADDED DOORS AT HALL 154 AND CORRIDOR 176 SEPARATING FROM CIRCULATION 181. CHANGED PARTITION TYPE AT HALL 154 TO 1-HR RATED. REVISED EGRESS OCCUPANCIES TO REFLECT CHANGE IN DIRECTION OF EXITING.

13

MABCD #29& #30

18

ASI-012

OCCUPANT EGRESS LOADS ARE REVISED TO REDUCE NUMBER OF PERSONS IN CORRIDOR WHERE ADDITIONAL SPRINKLER IS TO BE ADDED AT BUILDING #1, THUS ELIMINATING REQUIREMENT FOR 1-HR RATED CORRIDOR. IBC TABLE 1018.1.

18

MABCDADD-ON

• THIS SHEET IS INTENDED FOR GENERAL INFORMATION, REFERENCE ALL SHEETS AND SPECIFICATION

MANUAL FOR ADDITIONAL DEMOLITION INFORMATION.

• REFERENCE ALSO SECTION 01 7000 OF SPECIFICATION MANUAL FOR DIRECTION ON 'ALTERATIONS'

AND 'CUTTING AND PATCHING'.

• CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND BUILDING CONDITIONS PRIOR TO BID.

• CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EQUIPMENT AND DEVICES, CUT / PATCH

WORK, ETC., AS NECESSARY FOR NEW AND REMODELED CONSTRUCTION. COORDINATE WORK ON

DEMO SHEETS WITH WORK ON FLOOR PLAN SHEETS - REF. MECHANICAL AND ELECTRICAL SHEETS

FOR DEMOLITION AND CUT / PATCH WORK REQUIRED FOR MECH. AND ELEC. WORK.

• DASHED LINES REPRESENT ITEMS FOR REMOVAL OR RELOCATION - REF. KEYED NOTES

• OWNER SHALL HAVE FIRST SALVAGE RIGHTS ON ALL ITEMS REMOVED FROM BUILDING.

CONTRACTOR SHALL VERIFY ALL ITEMS TO BE SALVAGED WITH OWNER AND COORDINATE WITH

OWNER AS REQUIRED. SALVAGED ITEMS SHALL BE REMOVED TO A LOCATION ON SITE AS

DESIGNATED BY OWNER. ITEMS NOT SALVAGED SHALL BE REMOVED AND DISPOSED BY

CONTRACTOR. SUCH ITEMS SHALL INCLUDE BUT NOT LIMITED TO: FURNITURE, CABINETS, DEVICES,

EQUIPMENT, PLUMBING, MECHANICAL, ETC.

• CONTRACTOR SHALL CUT AND PATCH FLOORS, WALLS, CEILINGS, AND ROOFS AS REQUIRED FOR

PLACEMENT OF NEW PIPING, CONDUITS, DEVICES, STRUCTURE, ETC. - REFERENCE ALL PLANS FOR

LOCATIONS.

• CONTRACTOR SHALL PROTECT ALL STRUCTURAL ELEMENTS TO REMAIN IN BUILDING.

• CONTRACTOR SHALL VERIFY ALL NEW OPENINGS FOR PIPING, DUCTS, AND CONDUIT WITH THE

EXISTING BUILDING STRUCTURAL SYSTEM. DO NOT CUT THROUGH EXISTING CONCRETE

FLOOR/ROOF BEAMS, CONCRETE FLOOR/ROOF JOISTS, CONCRETE COLUMNS, STEEL COLUMNS, OR

STEEL ROOF JOISTS UNLESS NOTED ON THE PLANS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

CONFLICT.

• CONTRACTOR SHALL PROTECT ALL EXISTING COMPONENTS TO REMAIN AND SHALL REPAIR DAMAGE

TO EXISTING COMPONENTS AND FINISHES TO MATCH ADJACENT.

• CONTRACTOR SHALL PATCH, REPAIR, AND REFINISH DAMAGE TO ALL SURFACES RESULTING FROM

DEMOLITION WORK TO MATCH ADJACENT AS CLOSELY AS POSSIBLE. WALL OR FLOOR SURFACES

WHERE MILLWORK, ELECTRICAL DEVICES, OR MECHANICAL EQUIPMENT IS REMOVED SHALL BE

PATCHED AND REFINISHED TO MATCH ADJACENT.

• CONTRACTOR SHALL REMOVE ALL EXISTING SWITCHES, OUTLETS, FIRE ALARM DEVICES, INTERCOM

DEVICES, SPEAKERS, HOLD-OPENS, POWER STRIPS, ETC., NOT RECONNECTED. PROVIDE STAINLESS

STEEL COVER PLATES OVER J-BOXES NOT USED. REMOVE ALL EXPOSED CONDUIT/WIRE MOLD NOT

USED - PATCH / PAINT WALL TO MATCH ADJACENT. REFERENCE ELECTRICAL FOR EXTENT OF

ELECTRICAL COMPONENT REMOVAL.

• CONTRACTOR SHALL REMOVE DOOR / WINDOW FRAMES AND CUT OPENINGS AS INDICATED.

PREPART RESULTANT OPENING AS REQUIRED FOR NEW CONSTRUCTION.

• CONTRACTOR SHALL REMOVE ALL MECH/PLUMBING EQUIPMENT AND PIPING NOT RECONNECTED.

ITEMS INCLUDE BUT NOT LIMITED TO: VENTS, RADIATORS, VENTILATORS, WATER / STEAM SUPPLY

AND RETURN LINES, SEWER LINES, GAS LINES, INSULATION, ESCHUTEON PLATES, ELECTRICAL

CONNECTIONS, AND ASSOCIATED CONSTRUCTION EXPOSED TO VIEW. CAP LINES AS REQUIRED.

PIPING IN TUNNELS TO REMAIN UNLESS NOTED OTHERWISE. REFERENCE MECHANICAL/PLUMBING

FOR EXTENT OF COMPONENT REMOVAL.

• REFER TO MECHANICAL AND ELECTRICAL DEMOLITION SHEETS FOR ADDITIONAL INFORMATION ON

MECHANICAL AND ELECTRICAL DEMOLITION WORK.

• FLOORING TO BE DEMOLISHED SHALL BE REMOVED TO CONCRETE OR EXISTING SUB-FLOOR

STRUCTURE. ALL GLUE, GROUT, AND RESIDUE SHALL BE REMOVED TO PROVIDE A CLEAN BARE

SURFACE SUFFICIENT FOR INSTALLATION OF NEW PRODUCT.

• CONTRACTOR SHALL SALVAGE AND STOCKPILE BUILDING PRODUCTS FROM DEMOLITION TO BE

USED FOR PATCHWORK. ITEMS INCLUDE BUT ARE NOT LIMITED TO WALL TILE, DOORS, CEILING TILE,

LIGHT FIXTURES, MECHANICAL DIFFUSERS, MOLDING, TRIM, SPECIAL EQUIPMENT, ETC. - REF.

SPECIFICATION MANUAL.

• ALL CHALKBOARDS, TACKBOARDS, PROJECTION SCREENS, BLINDS, ETC. SHALL BE REMOVED FROM

AREAS BEING REMODELED IF IN CONFLICT WITH WORK WHETHER NOTED ON PLANS OR NOT. WALL

SURFACES BEHIND BOARDS SHALL HAVE GLUE REMOVED AND PATCHED AS REQUIRED TO MATCH

ADJACENT SURFACES WHERE LEFT EXPOSED. CONTRACTOR SHALL VERIFY ITEMS TO BE SALVAGED.

• CONTRACTOR SHALL REMOVE ALL ABANDONED GAS PIPING SYSTEMS IN REMODEL AREAS WHERE

GAS IS NO LONGER NEEDED. THIS SHALL INCLUDE BUT NOT LIMITED TO FORMER SCIENCE ROOMS,

SHOPS, ART ROOMS, OR KITCHENS THAT BECOME ROOMS NOT REQUIRING GAS. PLUG LINES OUT OF

VIEW & PATCH PENETRATIONS - REF. MECH.

• WHERE NEW SUSPENDED CEILINGS ARE INSTALLED ABOVE DEMOLISHED SUSPENDED CEILINGS ,

PATCH WALL WHERE DEMOLITION OCCURS.

• WHERE NEW CEILING IS REQUIRED BELOW EXISTING PLASTER CEILING, REMOVE EXISTING PLASTER

CEILING IN ITS ENTIRETY INCLUDING LATH.

GYMNASTIC

STOR.

GYMNASTIC

STOR.

GYMNASTICS CARDIO

2.39

2.56

2.39

2.22

2.22

2.22

2.22

2.56

2.20

2.31

2.31

A21.8

2

2.17

2.17

2.06

2.20

2.59 2.43

2.75

2.02

2.56

2.02

2.17

2.43

2.05

2.75

2.392.202.20

2.22

2.54

2.56

2.31

2.71

2.39

2.59

2.60

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REVISIONS

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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All Rights Reserved




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A21.2

DEMOLITON PLAN -

LEVEL 1 - AREA B

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N

KEY PLAN

AREA 'A'

AREA 'B'

AREA 'C'

GENERAL DEMOLITION PLAN NOTES

KEYED NOTES

2.02 EXISTING WALL TO REMAIN, PROTECT FROM DAMAGE.

2.05 EXISTING CARPET FLOORING TO BE REMOVED TO SURFACE OF CONCRETE OR OTHER

STRUCTURAL SUBSTRATE INCLUDING MASTIC AND RESILIENT BASE.

2.06 EXISTING CERAMIC/PORCELAIN TILE FLOORING TO BE REMOVED TO SURFACE OF CONCRETE

INCLUDING MASTIC, GROUT, AND TILE BASE.

2.17 EXISTING DOOR/FRAME TO BE REMOVED. PREP OPENING FOR NEW CONSTRUCTION. REF.

SCHEDULE & DETAILS.

2.20 CUT OPENING IN EXISTING CMU WALL FOR NEW FRAME. REF. DOOR/WINDOW SCHEDULE &

DETAILS. PROVIDE NEW LINTEL - REF. STRU. STITCH IN NEW JAMBS PER STRU.

2.22 EXISTING WINDOW/FRAME TO BE REMOVED. PREP OPENING FOR NEW CONSTRUCTION, REF.

SCHEDULE & DETAILS.

2.31 EXISTING DRINKING FOUNTAIN TO BE REMOVED FOR REPLACEMENT, PATCH WALL AS

REQUIRED.

2.39 REMOVE EXISTING MASONRY VENEER AND CMU SUBSTRATE; PROTECT CMU STRUCTURAL

WALL FROM DAMAGE. REF. PLAN AND STRU.

2.43 REMOVE EXISTING ELECTRICAL DEVICES INCLUDING FIRE ALARM DEVICES, DATA

CONNECTIONS, WIRELESS ACCESS, DOOR ACCESS, SWITCHES, OUTLETS, CLOCKS AND ALL

DEVICES NOT RECONNECTED. REF. ELEC FOR EXTENT OF WORK.

2.54 EXISTING DOOR/COLUMN/WINDOW ASSEMBLY TO BE REMOVED. REF. ELEVATION FOR EXTENT

OF REMOVAL. STITCH IN NEW JAMBS, PROVIDE LINTEL PER STRU.

2.56 EXISTING WALL TO BE REMOVED, REF. PLAN & ELEVATIONS. PROVIDE LINTELS AND PREP

OPENING AS REQUIRED, REF. STRU.

2.59 EXISTING RAILING TO BE REMOVED

2.60 EXISTING GUARDRAIL TO BE REMOVED AS INDICATED. SALVAGE FOR REWORK/REINSTALL, REF

PLAN & DETAILS.

2.71 EXISTING FIRE EXTINGUISHER AND CABINET TO REMAIN, PROTECT FROM DAMAGE.

2.75 REMOVE EXISTING FIRE EXTINGUISHER & CABINET, RETAIN FOR REINSTALL.

1/8" = 1'-0"

1 DEMOLITON PLAN - LEVEL 1 - AREA B

0' 4' 8' 16' 32'

20 ASI-014 10.16.18

CORR.

EXITWAYOFFICE

ELEVATOR

STRENGTH

PERSONAL

TRAINING

PILATES

FREE WEIGHTS

STOR.

STOR.STAIR

GYMNASIUM

2.31

2.202.202.20

2.17

9.43

2.05

2.362.252.06 2.68

2.06

2.362.252.06 2.68

2.26

2.20

2.22

2.20

2.05

2.06

2.06

2.05

2.05 2.06

2.31

9.43

5/A50.1

20/A66.1

2.20

• THIS SHEET IS INTENDED FOR GENERAL INFORMATION, REFERENCE ALL SHEETS AND SPECIFICATION

MANUAL FOR ADDITIONAL DEMOLITION INFORMATION.

• REFERENCE ALSO SECTION 01 7000 OF SPECIFICATION MANUAL FOR DIRECTION ON 'ALTERATIONS'

AND 'CUTTING AND PATCHING'.

• CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND BUILDING CONDITIONS PRIOR TO BID.

• CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EQUIPMENT AND DEVICES, CUT / PATCH

WORK, ETC., AS NECESSARY FOR NEW AND REMODELED CONSTRUCTION. COORDINATE WORK ON

DEMO SHEETS WITH WORK ON FLOOR PLAN SHEETS - REF. MECHANICAL AND ELECTRICAL SHEETS

FOR DEMOLITION AND CUT / PATCH WORK REQUIRED FOR MECH. AND ELEC. WORK.

• DASHED LINES REPRESENT ITEMS FOR REMOVAL OR RELOCATION - REF. KEYED NOTES

• OWNER SHALL HAVE FIRST SALVAGE RIGHTS ON ALL ITEMS REMOVED FROM BUILDING.

CONTRACTOR SHALL VERIFY ALL ITEMS TO BE SALVAGED WITH OWNER AND COORDINATE WITH

OWNER AS REQUIRED. SALVAGED ITEMS SHALL BE REMOVED TO A LOCATION ON SITE AS

DESIGNATED BY OWNER. ITEMS NOT SALVAGED SHALL BE REMOVED AND DISPOSED BY

CONTRACTOR. SUCH ITEMS SHALL INCLUDE BUT NOT LIMITED TO: FURNITURE, CABINETS, DEVICES,

EQUIPMENT, PLUMBING, MECHANICAL, ETC.

• CONTRACTOR SHALL CUT AND PATCH FLOORS, WALLS, CEILINGS, AND ROOFS AS REQUIRED FOR

PLACEMENT OF NEW PIPING, CONDUITS, DEVICES, STRUCTURE, ETC. - REFERENCE ALL PLANS FOR

LOCATIONS.

• CONTRACTOR SHALL PROTECT ALL STRUCTURAL ELEMENTS TO REMAIN IN BUILDING.

• CONTRACTOR SHALL VERIFY ALL NEW OPENINGS FOR PIPING, DUCTS, AND CONDUIT WITH THE

EXISTING BUILDING STRUCTURAL SYSTEM. DO NOT CUT THROUGH EXISTING CONCRETE

FLOOR/ROOF BEAMS, CONCRETE FLOOR/ROOF JOISTS, CONCRETE COLUMNS, STEEL COLUMNS, OR

STEEL ROOF JOISTS UNLESS NOTED ON THE PLANS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

CONFLICT.

• CONTRACTOR SHALL PROTECT ALL EXISTING COMPONENTS TO REMAIN AND SHALL REPAIR DAMAGE

TO EXISTING COMPONENTS AND FINISHES TO MATCH ADJACENT.

• CONTRACTOR SHALL PATCH, REPAIR, AND REFINISH DAMAGE TO ALL SURFACES RESULTING FROM

DEMOLITION WORK TO MATCH ADJACENT AS CLOSELY AS POSSIBLE. WALL OR FLOOR SURFACES

WHERE MILLWORK, ELECTRICAL DEVICES, OR MECHANICAL EQUIPMENT IS REMOVED SHALL BE

PATCHED AND REFINISHED TO MATCH ADJACENT.

• CONTRACTOR SHALL REMOVE ALL EXISTING SWITCHES, OUTLETS, FIRE ALARM DEVICES, INTERCOM

DEVICES, SPEAKERS, HOLD-OPENS, POWER STRIPS, ETC., NOT RECONNECTED. PROVIDE STAINLESS

STEEL COVER PLATES OVER J-BOXES NOT USED. REMOVE ALL EXPOSED CONDUIT/WIRE MOLD NOT

USED - PATCH / PAINT WALL TO MATCH ADJACENT. REFERENCE ELECTRICAL FOR EXTENT OF

ELECTRICAL COMPONENT REMOVAL.

• CONTRACTOR SHALL REMOVE DOOR / WINDOW FRAMES AND CUT OPENINGS AS INDICATED.

PREPART RESULTANT OPENING AS REQUIRED FOR NEW CONSTRUCTION.

• CONTRACTOR SHALL REMOVE ALL MECH/PLUMBING EQUIPMENT AND PIPING NOT RECONNECTED.

ITEMS INCLUDE BUT NOT LIMITED TO: VENTS, RADIATORS, VENTILATORS, WATER / STEAM SUPPLY

AND RETURN LINES, SEWER LINES, GAS LINES, INSULATION, ESCHUTEON PLATES, ELECTRICAL

CONNECTIONS, AND ASSOCIATED CONSTRUCTION EXPOSED TO VIEW. CAP LINES AS REQUIRED.

PIPING IN TUNNELS TO REMAIN UNLESS NOTED OTHERWISE. REFERENCE MECHANICAL/PLUMBING

FOR EXTENT OF COMPONENT REMOVAL.

• REFER TO MECHANICAL AND ELECTRICAL DEMOLITION SHEETS FOR ADDITIONAL INFORMATION ON

MECHANICAL AND ELECTRICAL DEMOLITION WORK.

• FLOORING TO BE DEMOLISHED SHALL BE REMOVED TO CONCRETE OR EXISTING SUB-FLOOR

STRUCTURE. ALL GLUE, GROUT, AND RESIDUE SHALL BE REMOVED TO PROVIDE A CLEAN BARE

SURFACE SUFFICIENT FOR INSTALLATION OF NEW PRODUCT.

• CONTRACTOR SHALL SALVAGE AND STOCKPILE BUILDING PRODUCTS FROM DEMOLITION TO BE

USED FOR PATCHWORK. ITEMS INCLUDE BUT ARE NOT LIMITED TO WALL TILE, DOORS, CEILING TILE,

LIGHT FIXTURES, MECHANICAL DIFFUSERS, MOLDING, TRIM, SPECIAL EQUIPMENT, ETC. - REF.

SPECIFICATION MANUAL.

• ALL CHALKBOARDS, TACKBOARDS, PROJECTION SCREENS, BLINDS, ETC. SHALL BE REMOVED FROM

AREAS BEING REMODELED IF IN CONFLICT WITH WORK WHETHER NOTED ON PLANS OR NOT. WALL

SURFACES BEHIND BOARDS SHALL HAVE GLUE REMOVED AND PATCHED AS REQUIRED TO MATCH

ADJACENT SURFACES WHERE LEFT EXPOSED. CONTRACTOR SHALL VERIFY ITEMS TO BE SALVAGED.

• CONTRACTOR SHALL REMOVE ALL ABANDONED GAS PIPING SYSTEMS IN REMODEL AREAS WHERE

GAS IS NO LONGER NEEDED. THIS SHALL INCLUDE BUT NOT LIMITED TO FORMER SCIENCE ROOMS,

SHOPS, ART ROOMS, OR KITCHENS THAT BECOME ROOMS NOT REQUIRING GAS. PLUG LINES OUT OF

VIEW & PATCH PENETRATIONS - REF. MECH.

• WHERE NEW SUSPENDED CEILINGS ARE INSTALLED ABOVE DEMOLISHED SUSPENDED CEILINGS ,

PATCH WALL WHERE DEMOLITION OCCURS.

• WHERE NEW CEILING IS REQUIRED BELOW EXISTING PLASTER CEILING, REMOVE EXISTING PLASTER

CEILING IN ITS ENTIRETY INCLUDING LATH.

DATE

PROJECT NUMBER

REVISIONS

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F


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A21.3

DEMOLITON PLAN -

LEVEL 1 - AREA C

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1/8" = 1'-0"

1 DEMOLITON PLAN - LEVEL 1 - AREA C

GENERAL DEMOLITION PLAN NOTES

KEYED NOTES

2.05 EXISTING CARPET FLOORING TO BE REMOVED TO SURFACE OF CONCRETE OR OTHER

STRUCTURAL SUBSTRATE INCLUDING MASTIC AND RESILIENT BASE.

2.06 EXISTING CERAMIC/PORCELAIN TILE FLOORING TO BE REMOVED TO SURFACE OF CONCRETE

INCLUDING MASTIC, GROUT, AND TILE BASE.

2.17 EXISTING DOOR/FRAME TO BE REMOVED. PREP OPENING FOR NEW CONSTRUCTION. REF.

SCHEDULE & DETAILS.

2.20 CUT OPENING IN EXISTING CMU WALL FOR NEW FRAME. REF. DOOR/WINDOW SCHEDULE &

DETAILS. PROVIDE NEW LINTEL - REF. STRU. STITCH IN NEW JAMBS PER STRU.

2.22 EXISTING WINDOW/FRAME TO BE REMOVED. PREP OPENING FOR NEW CONSTRUCTION, REF.

SCHEDULE & DETAILS.

2.25 EXISTING DRESSING BENCH, REMOVE WOOD TOP ONLY.

2.26 EXISTING MILLWORK TO REMAIN, PROTECT FROM DAMAGE.

2.31 EXISTING DRINKING FOUNTAIN TO BE REMOVED FOR REPLACEMENT, PATCH WALL AS

REQUIRED.

2.36 EXISTING LOCKERS TO BE REMOVED INCLUDING BASE AND TOP.

2.68 REMOVE EXISTING GLAZED WALL TILE, PROTECT PORCELAIN WALL TILE TO REMAIN.

9.43 FLOORING TO REMAIN THIS AREA

N

KEY PLAN

AREA 'A'

AREA 'B'

AREA 'C'

0' 4' 8' 16' 32'

20 ASI-014 10.16.18

20

ASI-014

• CONTRACTOR TO VERIFY EXISTING SITE AND BUILDING CONDITIONS PRIOR TO BIDDING• REFERENCE SHEET G10.1 FOR GRAPHIC SYMBOL AND DRAWING SYMBOL DEFINITIONS.• HATCHED WALL WITH DARK (BLACK) PERIMETER LINES INDICATE NEW WALLS. EXISTING WALLS

SHOWN WITH SCREENED (GRAY) LINES WITH NO FILL.• SEE ENLARGED PLANS FOR ALL ACCESSORY LOCATIONS THAT REQUIRE IN-WALL BLOCKING FOR

ATTACHMENT.• SEE ALL MILLWORK DETAILS FOR ALL CASEWORK GOODS THAT REQUIRE IN-WALL BLOCKING FOR

ATTACHMENT.• PROVIDE 1" BULLNOSE ON ALL EXPOSED CMU CORNERS, UNLESS NOTED OTHERWISE. PROVIDE

SQUARE CMU CORNERS AT TILED WALLS.• ABBREVIATIONS:

CJ CONTROL JOINT - REF. DETAILFEC FIRE EXTINGUISHER AND CABINET - REF. SPEC.FE FIRE EXTINGUISHER AND BRACKET - REF. SPEC. MB MARKER BOARDTB TACKBOARDTS TACKSTRIPPS PROJECTION SCREEN - REF. SPEC. IDB INTERACTIVE DISPLAY BOARD - REF. SPEC. AND ELECTRICALBL WINDOW BLINDS - REF. SPEC.WS WINDOW SHADES - REF. SPEC. DS DOWNSPOUT LOCATIONRD ROOF DRAIN - REF. MECHANICALOD OVERFLOW ROOF DRAIN - REF. MECHANICALNIC NOT IN CONTRACT, ITEM PROVIDED AND INSTALLED BY OWNERVIF VERIFY IN FIELD ACTUAL CONDITIONS

A32.1

4

AL02

AL0

3

AL

04

AL0

3

AL02

AL14

AL14

AL14

AL

05

AL

08

103B

103A

GYMNASTICSTOR

113

CAMPSTORAGE

114

AL

10

AL01

GYM STOR

112

180

AL

11

CARDIO

103

A66.2

1

CHECK-IN

102

AL

12

VEST

100B

ELEC

108

FIRE

106

AL15

AL

05

AL

09

GYMNASTICS

110

LOBBY

101

STORAGE

104

STORAGE

107

110

106

108

4A42.1

3A42.1

1A42.1

1 2 3 4 5 6 7 8 9 10 11.7 1311

A

B

C

D

E

F

G

H

J

K

L

2A42.1

AL

06

AL07

VEST

100A

12

104

107

STAIR

109 A64.1

D5

A68.1

E4

A64.1

B5

100A 100B

101B101A

101C

A32.1

2

5A43.2

5A43.2

5A42.1

5A42.1

1A42.2

22.07

10

3C

5.22

4.09

4.09

8A43.1

7A43.1

F2/A

65

.1

32.1132.08

5.07

5.09

5.07

5.07

5.07

5.07

5.09

5.07

5.09

5.07

5.07

5.23

22.07

5.079.285.079.28

A64.1

C4

5.07

4D

4D

4D

4D

4D

8

2G

8

3C 2G

2G

2A

2A2A

2A

A64.1

E5

A68.2

D4

9A43.1

3C

3C

A67.1

B3

A64.1

F5

7.18

7.18

7.18

-FR

3

ADDENDUM

3

ADDENDUM

7.33MABCD 018

A68.1

E1

3

ADDENDUM

11.34

20

ASI-014

5

ADDENDUM

8

ASI-002

OMIT

AL14

1'-0

" M

IN -

TY

P

5.22

10

MABCD #26

1'-0

"

10

MABCD #26

1'-0

"

14

ASI-008A50.1

6

15

ASI-009

D5

A68.2

4.18114

DATE

PROJECT NUMBER

REVISIONS

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F


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A22.3

FLOOR PLAN -

LEVEL 1 - AREA B

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GENERAL FLOOR PLAN NOTES

KEYED NOTES

4.09 CONTROL JOINT - REF. DETAIL

4.18 4" MASONRY FILL BEHIND WINDOW. PAINT EXTERIOR SIDE BLACK PRIORTO INSTALLING WINDOW.

5.07 STEEL COLUMN - PAINT WHERE EXPOSED - REF. STRUCT.

5.09 STEEL X-BRACING - PAINT WHERE EXPOSED - REF. STRUCT.

5.22 STAINLESS STEEL HANDRAIL - REF. DETAILS AND SPEC.

5.23 STEEL GUARDRAIL TO MATCH EXISTING - REF. DETAILS AND SPEC.

7.18 FLOOR, WALL AND CEILING EXPANSION JOINT COVER - REF. SPEC.

7.33 2 HR RATED WALL ASSEMBLY SHALL EXTEND FROM CJ @ EXISTINGMASONRY WALL ACROSS TO EAST SIDE OF WINDOWS A13-FR & A14-FR.UL-U424: 6" METAL STUD @ 16" O.C., R-19 BATT INSULATION; EXTERIORSIDE - MASONRY VENEER, AIR GAP, RIGID INSULATION,WEATHERPROOFING, 5/8" EXTERIOR SHEATHING; INTERIOR SIDE - 3LAYERS 1/2" TYPE X GYP BOARD, VAPOR BARRIER AS REQUIRED - REF.SPEC.

9.28 INFILL BETWEEN EXISTING WOOD FLOOR AND CONCRETE INFILL CURBWITH DIMENSIONED FLOORING SECTIONS SALVAGED FROM DEMO @LEVEL 2 CARDIO. SEAL JOINT AT SILL PER SPEC. FINISH INFILL TO MATCHEXISTING ADJACENT WOOD FLOOR; COORDINATE W/ OWNER

11.34 UNDER COUNTER REFRIGERATOR - PROVIDED AND INSTALLED BYOWNER

22.07 DRINKING FOUNTAINS - REF. PLUMBING

32.08 METAL PLAYGROUND FENCING, MATCH EXISTING - PAINT - REF. SITEPLAN.

32.11 6'x3' WIDE SWINGING GATE, MATCH EXISTING - PAINT.

1/8" = 1'-0"

1 FLOOR PLAN - LEVEL 1 - AREA B

N

KEY PLAN

AREA 'A'

AREA 'B'

AREA 'C'

0' 4' 8' 16' 32'

4

ADDENDUM

5

ADDENDUM

5

ADDENDUM

10

MABCD#23a

3 AD3 6.15.18

4 AD4 6.22.18

5 AD5 6.29.18

8 ASI-002 7.23.18

10 MABCD 8.03.2018

14 ASI-008 09.21.18

15 ASI-009 09.26.2018

20 ASI-014 10.16.18

20

ASI-014

• CONTRACTOR TO VERIFY EXISTING SITE AND BUILDING CONDITIONS PRIOR TO BIDDING.• DIMENSIONS:

• EXTERIOR• SLAB EDGE, UNLESS NOTED OTHERWISE• ROUGH OPENING EDGES, UNLESS NOTED OTHERWISE

• INTERIOR• TO FACE OF CMU OR CONCRETE, UNLESS NOTED OTHERWISE• TO FACE OF METAL STUD, UNLESS NOTED OTHERWISE• ROUGH OPENING EDGES, UNLESS NOTED OTHERWISE• TO CENTER OF STEEL COLUMN, UNLESS NOTED OTHERWISE

VEST

100B

GYMNASTICSTOR

113

CAMPSTORAGE

114

GYM STOR

112

CARDIO

103

CHECK-IN

102

LOBBY

101

GYMNASTICS

110

STORAGE

104

ELEC

108

STORAGE

107

FIRE

106

1 2 3 4 5 6 7 8 9 10 11.7 1311

A

B

C

D

E

F

G

H

J

K

L

12

VEST

100A

8" 4'-2" 21'-1" 12'-6" 4'-2"

2'-0

"2

'-0

"2

'-9 1

/2"

16

'-0

"1

2'-8

"1

2'-8

"1

2'-8

"9

'-10

"6

'-2

"

8'-4" 6'-6" 13'-8" 13'-4" 13'-8" 6'-6" 7'-4" 4'-6" 20'-4" 16'-10" 1'-10" 1'-4 1/2" 1'-7 1/2"

26'-3 3/16" 3'-7"

135.0

0°

8'-9

"

135.0

0°

135.0

0°

15'-0" 3'-5" 13'-4"

11" 8"

3'-6" 21'-9" 12'-6" 4'-2"

135.0

0°

9'-3 1

/2"

11"

11"

3'-0

" T

YP

10"

10

'-0

"7

'-4

"2

'-0

"1

0'-8

"2

'-0

"1

0'-8

"2

'-0

"1

0'-8

"2

'-0

"7

'-4

"1

0'-0

"5

1/2

"

5'-4" 18'-0" 5'-4" 10'-0" 52'-0" 10'-0" 5'-4" 20'-8" 5'-4" 10'-0" 4"

3'-7"

8'-4 1/8" 24'-4 1/4" 10'-0" 4"

8'-0 3

/8"

7'-4

"3

'-7

"8

"1

4'-8

"8

"3

'-7

"8

"1

4'-0

"2

'-8

"

3" 8'-7"

3'-3

"

3'-3

"

1'-9

"7

'-1

"

3'-3" 11"

7'-1

"1

'-9

"

14'-8"

27'-6"

3'-8

"

ALIGN W/ DOOR @ OPPOSITE

DATE

PROJECT NUMBER

REVISIONS

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F


All Rights Reserved




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A22.3D

DIMENSION PLAN -

LEVEL 1 - AREA B

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1/8" = 1'-0"

1 DIMENSION PLAN - LEVEL 1 - AREA B

0' 4' 8' 16' 32'

N

N

KEY PLAN

AREA 'A'

AREA 'B'

AREA 'C'

2

ADDENDUM

8

ASI-002

2 AD2 6.08.18

8 ASI-002 7.23.18

20 ASI-014 10.16.18

20

ASI-014

• CONTRACTOR TO VERIFY EXISTING SITE AND BUILDING CONDITIONS PRIOR TO BIDDING• REFERENCE SHEET G10.1 FOR GRAPHIC SYMBOL AND DRAWING SYMBOL DEFINITIONS.• HATCHED WALL WITH DARK (BLACK) PERIMETER LINES INDICATE NEW WALLS. EXISTING WALLS

SHOWN WITH SCREENED (GRAY) LINES WITH NO FILL.• SEE ENLARGED PLANS FOR ALL ACCESSORY LOCATIONS THAT REQUIRE IN-WALL BLOCKING FOR

ATTACHMENT.• SEE ALL MILLWORK DETAILS FOR ALL CASEWORK GOODS THAT REQUIRE IN-WALL BLOCKING FOR

ATTACHMENT.• PROVIDE 1" BULLNOSE ON ALL EXPOSED CMU CORNERS, UNLESS NOTED OTHERWISE. PROVIDE

SQUARE CMU CORNERS AT TILED WALLS.• ABBREVIATIONS:

CJ CONTROL JOINT - REF. DETAILFEC FIRE EXTINGUISHER AND CABINET - REF. SPEC.FE FIRE EXTINGUISHER AND BRACKET - REF. SPEC. MB MARKER BOARDTB TACKBOARDTS TACKSTRIPPS PROJECTION SCREEN - REF. SPEC. IDB INTERACTIVE DISPLAY BOARD - REF. SPEC. AND ELECTRICALBL WINDOW BLINDS - REF. SPEC.WS WINDOW SHADES - REF. SPEC. DS DOWNSPOUT LOCATIONRD ROOF DRAIN - REF. MECHANICALOD OVERFLOW ROOF DRAIN - REF. MECHANICALNIC NOT IN CONTRACT, ITEM PROVIDED AND INSTALLED BY OWNERVIF VERIFY IN FIELD ACTUAL CONDITIONS

X1X2X3X4X5X6X7X8X9

A32.1 3

XBXA

XC

XD

XE

XF

XG

XH

XJ

XK

AL14AL14AL14AL14

CAMPSTORAGE

114

AL15

GYM STOR

112

A32.1

4

STRENGTH

123

PERSONALTRAINING

124

GYMNASIUM

115

PILATES

122

OFFICE

119

EXITWAY

118

EXITWAY

117

STAIR

116

STAIR

127

STORAGE

125

EQUIP

121

STORAGE

128

115

ELEV

120

FREE WEIGHT

126

CORR

111

2A42.2

2A42.2

22.07

4.18

9.28 9.28 9.28 9.28

6.22

22.07

2G

REVIEW CURRENT CONDITION FOR ADA COMPLIANT DOOR AT TEMPORARY CHECK-IN

UF

UF

11.34

20

ASI-014

-C

- C

C-

- C

5

ADDENDUM

5

ADDENDUM

5

ADDENDUM

5

ADDENDUM

5

ADDENDUM

4/A50.15/A50.1

20/A66.1

4.18114

DATE

PROJECT NUMBER

REVISIONS

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F


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RS,

INC

.

A22.4

FLOOR PLAN -

LEVEL 1 - AREA C

GR

EA

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KEYED NOTES

4.18 4" MASONRY FILL BEHIND WINDOW. PAINT EXTERIOR SIDE BLACK PRIOR TO INSTALLINGWINDOW.

6.22 ADJUSTABLE LAMINATE WOOD SHELVES, REF. DETAIL AND SPEC. PROVIDE SIX SHELVES PERSYSTEM

9.28 INFILL BETWEEN EXISTING WOOD FLOOR AND CONCRETE INFILL CURB WITH DIMENSIONEDFLOORING SECTIONS SALVAGED FROM DEMO @ LEVEL 2 CARDIO. SEAL JOINT AT SILL PERSPEC. FINISH INFILL TO MATCH EXISTING ADJACENT WOOD FLOOR; COORDINATE W/ OWNER

11.34 UNDER COUNTER REFRIGERATOR - PROVIDED AND INSTALLED BY OWNER

22.07 DRINKING FOUNTAINS - REF. PLUMBING

1/8" = 1'-0"

1 FLOOR PLAN - LEVEL 1 - AREA C

0' 4' 8' 16' 32'

N

KEY PLAN

AREA 'A'

AREA 'B'

AREA 'C'

5 AD5 6.29.18

15 ASI-009 09.26.2018

20 ASI-014 10.16.18

15

ASI-009

20

ASI-014

F/SF/S

• CONTRACTOR TO VERIFY EXISTING BUILDING CONDITIONS PRIOR TO BIDDING. • THIS SHEET IS FOR GENERAL INFORMATION ONLY. NOT ALL CEILING LIGHT

FIXTURES, DEVICES, MECHANICAL DIFFUSERS, GRILLES, ETC. ARE SHOWN. REF. MECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION.

• ALL CONDUIT RUNS SHALL BE CONCEALED AT EXPOSED CEILINGS - REF. ELECTRICAL.

• SPRINKLER PIPE AT EXPOSED CEILINGS (EXCEPT STORAGE, MECHANICAL, LAUNDRY OR CUSTODIAL ROOMS): ONLY THE SPRINKLER LINES SERVING THE EXPOSED CEILING ROOM SHALL BE EXPOSED AND BE NEATLY ARRANGED WITH THE EXPOSED STRUCTURE OF THE ROOM. SPRINKLER PIPING SHALL BE HUNG FROM THE EXPOSED TOP FLANGE OF BEAMS OR JOISTS AND RUN PARRALLEL WITH THE BEAM OR JOISTS. DO NOT HANG SPRINKLER PIPING FROM DECK. MAINS SHALL BE CONCEALED IN SOFFITS WHERE PROVIDED OR RUN IN ADJACENT ROOM AND HAVE ONLY THE EXPOSED SPRINKLER PIPES SERVING THAT ROOM BE EXPOSED.

• SPRINKLER PIPE AT STAGE: COORDINATE THE LOCATION OF SPRINKLER LINES WITH THE LINE SETS AND RUN PARALLEL WITH THE LINE SETS. THE MAIN SHALL RUN PERPENDICULAR TO THE LINE SETS AND RUN OPPOSITE OF THE RIGGING BLOCKS, TIGHT TO THE WALL.

• REFER TO WALL SECTIONS FOR HEIGHTS OF SOFFITS UNLESS NOTED. • ALL GYPSUM BOARD SOFFITS SHALL HAVE PAINTED GYPSUM BOARD VERTICAL

FACES UNLESS DETAILED OTHERWISE.• COORDINATE INSTALLATION OF MECH. EQUIPMENT, DUCTS, LIGHTS AND

SPRINKLER LINES WITH STRUCTURE TO MAINTAIN THE SCHEDULE CEILING HEIGHT. IT IS THE RESPONSIBLITY OF THE G.C. TO COORDINATE AMOUNG THE TRADES AND REPORT ANY DISCREPANCIES TO SJCF PRIOR TO INSTALLATION.

• ALL EXPOSED DUCTWORK, PIPING, AND DECK SHALL BE PAINTED.• ONLY CEILING FINISHES ARE DESIGNATED IN SYMBOLS. REFER TO ROOM FINISH

SCHEDULE AND A28 SERES SHEETS FOR ROOM FINISHES.

4A42.1

3A42.1

1A42.1

1 2 3 4 5 6 7 8 9 10 11.7 1311

A

B

C

D

E

F

G

H

J

K

L

2A42.1

12

5A43.2

5A42.1

5A42.1

1A42.2

8A43.1

7A43.1

9A43.1

5A43.2

A1 10'-8"

A1 9'-4"A1 9'-4"

GP 9'-4"

GP 9'-4"

GP 9'-4"

CARDIO

103

VEST

100B

GYMNASTICS

110

LOBBY

101

CHECK-IN

102

ELEC

108STORAGE

107

FIRE

106

STORAGE

104

LOUNGE

180

STAIR

109

VEST

100A

A2 9'-0"

A1 10'-0"

GP 10'-0"

GP 10'-0"

GYM STOR

112

CAMPSTORAGE

114

EX

8.21 8.21 8.21 8.21 8.21

EX

EX

EX

EX

EX

EX

EX

5.05

26.01

5.05

21.01

7.18

EX

26.01

26.01

EX

GYMNASTICSTOR

113

GP 10'-0"

COORDINATE THRU-WALL DUCT PENETRATIONSWITH ADJACENT SPACE CEILING AND LIGHTING

14

ASI-008E1

GP9'-111/4"

GP9'-111/4"

20

ASI-014

REF. ELEC FOR LIGHTING

GYPSUM BD. SOFFIT/CEILING (PAINT)

TILE CEILING

ACOUSTICAL CEILING- REF. SPEC. AND FINISH SCHEDULE

HVAC DIFFUSER / RETURN AIR GRILLE- REF. MECHANICAL

LIGHT FIXTURE- REF. ELECTRICAL



CEILINGS: A1 2X2 ACOUSTICAL CEILINGA2 2X2 ACOUSTICAL CEILINGGE GYP. BD. - EPOXYGP GYP. BD. - PAINTEX EXPOSED STRUCTURE/DECK

ROOM NAME

101

ROOM NAME

ROOM NUMBER

CEILING FINISH

CEILING HEIGHTA 1'-0"

DATE

PROJECT NUMBER

REVISIONS

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F


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RS,

INC

.

A23.2

REFLECTED CEILING

PLAN - LEVEL 1 -

AREA B

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KEYED NOTES

5.05 STEEL BEAM - PAINT WHERE EXPOSED - REF. STRUCT.

7.18 FLOOR, WALL AND CEILING EXPANSION JOINT COVER - REF. SPEC.

8.21 GLASS CANOPY - REF. DETAILS AND SPEC.

21.01 FIRE SPRINKLER PIPING, REF. PLUMBING PLAN & SPEC

26.01 LIGHT FIXTURE - REF. ARCH REFLECTED CEILING PLAN & ELEC

N

KEY PLAN

AREA 'A'

AREA 'B'

AREA 'C'

REFLECTED CEILING PLAN NOTES

0' 4' 8' 16' 32'

1/8" = 1'-0"

1 REFLECTED CEILING PLAN - LEVEL 1 - AREA B

SYMBOL LEGEND

FINISH SCHEDULE GUIDE

14 ASI-008 09.21.18

20 ASI-014 10.16.18

DOOR & FRAME MATERIAL:

AL - ALUMINUMHM - HOLLOW METALWD - WOODST - STEELSS - STAINLESS STEELFRP - FIBERGLASS REINFORCED POLYMERUC - 1" U-CHANNEL GLAZING FRAMEMF - 2 1/2" X 4 1/2" MULLION W/ 8" MULLION FIN

• ALL DOORS ARE UNDERCUT AS SPECIFIED.• SAFETY GLAZING LISTED IS REQUIRED ONLY IN LOCATIONS TO MEET CODE REQUIREMENTS EXCEPT

WHEN SHOWN IN REMARKS COLUMN OR DRAWINGS.• DOOR DIMENSIONS REFER TO OPENING DIMENSIONS OF FRAME.• WOOD DOORS TO BE FACTORY FINISHED UNLESS NOTED OTHERWISE - REF. SPEC.• HOLLOW METAL DOORS TO BE PAINTED UNLESS NOTED OTHERWISE - REF. SPEC• ALUMINUM DOORS, STOREFRONT AND CURTAIN WALL TO BE FACTORY FINISH UNLESS NOTED

OTHERWISE - REF. SPEC• FURNISH AND INSTALL ALUMINUM STOREFRONT OR CURTAIN WALL FRAMES AND TRIM PER SPEC.• FIELD VERIFY ALL DIMENSIONS OF OPENINGS TO RECEIVE NEW STOREFRONT, CURTAIN WALL OR

DOOR FRAMES PRIOR TO FABRICATION. SIZES SHOWN ARE FOR ESTIMATING PURPOSES AND DESIGN INTENT, ACTUAL CONDITIONS MAY VARY. ADJUST DIMENSIONS TO INCLUDE NECESSARY SHIMS, SEALANTS AND FLASHING. G.C. TO COMMUNICATE DIMENSIONAL DISCREPANCIES TO ARCHITECT PRIOR TO FABRICATION.

• REPLACEMENT OF EXISTING WINDOW OR STOREFRONT:1. KEEP DUST TO A MINIMAL AND CLEAN UP AFTER WORK IN THAT AFFECTED AREA'S UPON

COMPLETION.2. REPAIR ALL DAMAGED AREAS CAUSED BY WINDOW OR STOREFRONT REPLACEMENT INCLUDING

(BUT NOT LIMITED TO) PLASTER OR GYP. BD. WALLS, WOOD TRIM, MILLWORK, CEILINGS, ETC. (VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK).

3. FIELD VERIFY ALL DIMENSIONS OF EXISTING OPENINGS TO RECEIVE NEW WINDOWS OR STOREFRONT PRIOR TO FABRICATION.

4. CONTRACTOR SHALL REMOVE OLD UNITS AND INSTALL NEW WINDOW OR STOREFRONT UNITS IN THE SAME WORKING DAY.

• REMOVE ALL SEALANT FROM EXISTING SURFACES AFTER EXISTING WINDOW IS REMOVED. PREP. AREA TO RECEIVE NEW WINDOW OR STOREFRONT.

• WHERE DIMENSIONS ARE NOT SPECIFIED ON FRAME TYPE, REFERENCE DOOR SCHEDULE FOR SPECIFIC REQUIREMENTS PER LOCATION.

• DOOR AND WINDOW FRAMES SHALL BE EITHER "HM - HOLLOW METAL" OR "AL - ALUMINUM" PER FRAME TYPE TITLE. REFERENCE SPEC FOR SPECIFIC FRAME TYPE REQUIREMENTS.

GLAZING MATERIAL:

IN - INSULATEDLM - LAMINATEDSG - SAFETY GLASSW - WIRE GLASSCLR - CLEAR GLASSSP - SPANDREL GLASSFR- 3/4 HOUR FIRE RESISTIVE ASSEMBLY

2"

SCHEDULE

REF. DOOR 2"

RE

F. D

OO

R S

CH

ED

ULE

2"

FINISH FLOOR

100'-0"

2"

SCHEDULE

REF. DOOR 2"

RE

F. D

OO

R S

CH

ED

ULE

2"

6"

1'-0

"

6"

SG SG

F FG FGX

6"

OCS

V

6"

2'-1

"

4"

4'-0

"

H

6"

1'-0

"

6"6"

SG

HG

6"

3'-6

"

6"6"

D

2"

SCHEDULE

REF. DOOR 2"

RE

F. D

OO

R S

CH

ED

ULE

4"

INSULATED GLAZING UNIT -REF. FRAME ELEVATIONS AND SPEC.

GL-1 - GLAZING 1 WITH TINT


GL-2 - GLAZING 2 CLEAR

MP-1 - MAPES PANEL 1

SG-1 - SAFETY GLASS WITH TINT

INSULATED METAL UNIT -REF. FRAME ELEVATIONS AND SPEC.

INSULATED SPANDRAL GLAZING UNIT -REF. FRAME ELEVATIONS AND SPEC.

GL-3 - SPANDREL


SG-2 - SAFETY GLASS CLEAR


SG-3 - 1/4" SAFETY GLASS CLEAR

GLAZING UNIT -REF. FRAME ELEVATIONS AND SPEC.

GLAZING UNIT -REF. FRAME ELEVATIONS AND SPEC.

GL-4 - 1/4" GLAZING CLEAR

[ NOTE @ SPEC > LOW-E @ E/S EXPOSURES]0"

7'-0

"4

"7'-8"

D2

A68.1

D2

A68.1

D2

A68.1

2" 2'-0" 2" 2'-0" 2" 3'-0" 2"2

'-0

"

7'-3"

RE

F. D

OO

R S

CH

ED

ULE

4"

3'-4

"2

"3

'-6

"4

"

2" REF. DOOR 2" 3'-9" 2"

B2

A68.1

B2

A68.1

B2

A68.1

2" 1'-2"2"

REF. DOOR 2"

4'-8"

4"

RE

F. D

OO

R S

CH

ED

ULE

4"

4'-2

"2

"2

'-4

"4

"

B2

A68.1

B2

A68.1

B2

A68.1

4"

4"

2"

5'-4 5/8"

7'-4

"

2'-4

"2

"4

'-2

"

RE

F. D

OO

R S

CH

ED

ULE

2" REF. DOOR

2"

1'-10 5/8"

B2

A68.1

B2

A68.1

B2

A68.1

4"

2'-4

"2

"4

"

14'-9"

7'-4

"

RE

F. D

OO

R S

CH

ED

ULE

4"

2"

4'-2

"

B2

A68.1

B2

A68.1

B2

A68.1

52'-0"

21

'-4

"

2"

5'-0

"2

"6

'-8

"2

"1

'-2

"2

"7

'-10

"

2"

5'-0

"2

"5

'-8

"2

"

10"

2"

1'-2

"2

"5

'-0

"2

"2

'-4

"4

"

2" 2'-5" 2" 2'-5" 2"8" 2"3'-0 1/2" 2" 3'-0 1/2" 2" 3'-0 1/2" 2" 3'-0 1/2" 2" 8" 2"2'-1" 2" 3'-10" 2" 3'-10" 2" 2'-1"2" 8" 2"2'-3" 2" 3'-10" 2" 3'-10" 2" 2'-3" 2" 8" 2" 2'-5" 2" 2'-5" 2"

B3

A68.1

B3

A68.1

F3

A68.1

F3

A68.1

F3

A68.1

B1

A67.2

E5

A64.1

E4

A64.1

E5

A64.1

B1

A68.1

22

'-8

"

8"2

"1

'-10

"2

"5

'-0

"2

"1

'-2

"2

"4

'-8

"2

"1

'-10

"2

"5

'-0

"2

"1

'-2

"2

"

7'-9"

2"EQ2"EQ2"

D5

A64.1

E4

A64.1

E5

A64.1

B1

A68.1

22

'-8

"

8"2"

1'-10

"2

"5

'-0

"2

"1

'-2

"2

"4

'-8

"2

"1

'-10

"2

"5

'-0

"2

"1

'-2

"2

"

2"EQ2"EQ2"EQ2"

10'-8 3/4"

2"

1'-10

"2

"5

'-0

"1

'-2

"2

"2

"4

'-8

"2

"1

'-10

"2

"5

'-0

"2

"1

'-2

"2

"

8'-8

"

13

'-4

"2

'-0"

AF

F

22

'-0

"

2" EQ 2" EQ 2" EQ 2"

10'-8" FV

AF

F8

"

D5

A64.1

E4

A64.1

D5

A64.1

B1

A68.1

9'-4

"

4"

2"

2"

2"

7'-8"

2" EQ 2" EQ 2" EQ

2'-4

"5

'-0

"1

'-2

"

2"

F1

A68.1

E4

A68.1

8'-0

"

4"

2'-4

"2

"5

'-0

"2

"

7'-9"

2'-6" 2" EQ 2" EQ 2"

E4

A68.1

E1

A68.1

2'-4" 2" 4'-0" 2" 3'-10" 2" 2'-5" 4" 2'-3" 2" 3'-10" 2" 4'-0" 2" 2'-1" 2"

26'-3"

4"

2'-4

"2

"5

'-0

"2

"1

'-2

"2

"

9'-4

"

7'-10

"

7'-10

"

B1

A68.1

F1

A68.1

14'-8"

9'-4

"

7'-10

"2

"1

'-2

"2

"

2" 3'-0" 2" EQ 2" EQ 2" EQ 2" 3'-0" 2"

4"

2'-4

"2

"

B1

A68.1

B2

A68.1

2"

SCHEDULE

REF. DOOR 2"

RE

F. D

OO

R S

CH

ED

ULE

F5

A68.2

4"

6'-10

"2

"

2" EQ 2" EQ 2" EQ 2" 3'-0" 2"

RE

F. D

OO

R S

CH

ED

B1

A68.1

B1

A68.1

B2

A68.1

12'-2 3/8" FV

5

ADDENDUM

DATE

PROJECT NUMBER

REVISIONS

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F


All Rights Reserved




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MID

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INC

.

A72.1

DOOR AND FRAME

SCHEDULE

GR

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7207

GENERAL NOTES

1/4" = 1'-0"

HM01 FRAME ELEVATION

1/4" = 1'-0"


DOOR TYPES

FRAME TYPES

DOOR & FRAME SCHEDULE

DOOR

TAG

DOOR FRAME DETAILS FIRE

RATING

HDW

SET REMARKSW H MAT. TYPE FINISH GL. MAT. TYPE FINISH GL. JAMB HEAD SILL100A 4'-0" 8'-0" AL FGX PRE-FINISHED SG-1 AL AL01 PRE-FINISHED REF. ELEV. B4/A68.1 D4/A68.1 MANUF - 1.0 SLIDING PANEL; OUTWARD SWING EMG EGRESS < 50# FORCE

100B 4'-0" 8'-0" AL FGX PRE-FINISHED SG-1 AL AL01 PRE-FINISHED REF. ELEV. B4/A68.1 D4/A68.1 MANUF - 1.0 SLIDING PANEL; OUTWARD SWING EMG EGRESS < 50# FORCE

101A 4'-0" 8'-0" AL FGX PRE-FINISHED SG-2 AL AL07 PRE-FINISHED GL-1, SG-2 D1/A68.1 B1/A68.1 MANUF - 1.0 SLIDING PANEL; OUTWARD SWING EMG EGRESS < 50# FORCE

101B 4'-0" 8'-0" AL FGX PRE-FINISHED SG-2 AL AL07 PRE-FINISHED GL-1, SG-2 D1/A68.1 B1/A68.1 MANUF - 1.0 SLIDING PANEL; OUTWARD SWING EMG EGRESS < 50# FORCE

101C 16'-0" 11'-0" STL OCS PRE-FINISHED - STL MANUF. - - D4/A68.2 C4/A68.1 E4/A68.2 90 MIN. 5.0 ROLL UP FIRE DOOR

103A 3'-0" 7'-10" AL FG PRE-FINISHED SG-3 AL AL08 PRE-FINISHED SG-3, GL-4 D1/A68.1 B1/A68.1 - - 6.0

103B 3'-0" 7'-10" AL FG PRE-FINISHED SG-3 AL AL08 PRE-FINISHED SG-3, GL-4 D1/A68.1 B1/A68.1 - - 6.0

103C 3'-0" 7'-10" AL FGX PRE-FINISHED SG-1 AL AL15 PRE-FINISHED SG-1, GL-1 B3/A68.1 A3/A68.1 F4/A68.1 - 2.0

104 3'-0" 7'-0" HM F PAINT - HM HM01 PAINT - D2/A68.1 D2/A68.1 - - 7.0



108 3'-0" 7'-0" HM F PAINT - HM HM01 PAINT - D2/A68.1 D2/A68.1 - - 9.0 ELECTRICAL ROOM

110 3'-0" 7'-10" AL FGX PRE-FINISHED SG-1 AL AL01 PRE-FINISHED REF. ELEV. B4/A68.1 D4/A68.1 F5/A68.1 - 2.0

114 3'-0" 7'-0" HM F PAINT - HM HM03 PAINT - B2/A68.1 B2/A68.1 - - 7.0

115 3'-0" 7'-10" AL FGX PRE-FINISHED SG-1 AL AL15 PRE-FINISHED SG-1, GL-1 B4/A68.1 A4/A68.1 F5/A68.1 - 2.0/2.1 2.1 TEMP. EXTERIOR DOOR

156 3'-0" 7'-0" HM V PAINT SG-3 HM HM06 PAINT SG-3 B2/A68.1 B2/A68.1 - - 11.0

157 3'-0" 7'-0" HM V PAINT SG-3 HM HM05 PAINT SG-3 B2/A68.1 B2/A68.1 - - 11.0

163A 3'-0" 3'-6" HM H PAINT - HM HM09 PAINT - D2/A68.1 - - - 12.0 HALF DOOR; PINCH-PROOF HINGE PROTECTION

163B 3'-0" 3'-6" HM H PAINT - HM HM09 PAINT - D2/A68.1 - - - 12.0 HALF DOOR; PINCH-PROOF HINGE PROTECTION

163C 3'-0" 7'-10" AL FGX PRE-FINISHED SG-1 AL AL22 PRE-FINISHED SG-1 A4/A68.1 B4/A68.1 F4/A68.1 - 3.0 PINCH-PROOF HINGE PROTECTION

164 3'-0" 3'-6" HM H PAINT - HM HM09 PAINT - D2/A68.1 - - - 12.0 HALF DOOR; PINCH-PROOF HINGE PROTECTION


165B 3'-0" 7'-10" AL FGX PRE-FINISHED SG-1 AL AL22 PRE-FINISHED SG-1 A4/A68.1 B4/A68.1 F4/A68.1 - 3.0 PINCH-PROOF HINGE PROTECTION


166B 3'-0" 7'-10" AL FGX PRE-FINISHED SG-1 AL AL22 PRE-FINISHED SG-1 A4/A68.1 B4/A68.1 F4/A68.1 - 3.0 PINCH-PROOF HINGE PROTECTION

170 3'-0" 7'-0" HM H PAINT - HM EXISTING PAINT - - - - - 13.0 REPLACE EXISTING DOOR SLAB ONLY; PINCH-PROOF HINGEPROTECTION

171 3'-0" 7'-0" HM H PAINT - HM EXISTING PAINT - - - - - 13.0 REPLACE EXISTING DOOR SLAB ONLY; PINCH-PROOF HINGEPROTECTION

172A 3'-0" 7'-0" HM D PAINT - HM HM01 PAINT - B1/A68.1 B1/A68.1 - - 14.0 PINCH-PROOF HINGE PROTECTION

172B 3'-0" 7'-10" AL FGX PRE-FINISHED SG-1 AL AL22 PRE-FINISHED SG-1 B4/A68.1 A4/A68.1 F4/A68.1 - 4.0 PINCH-PROOF HINGE PROTECTION

173 3'-0" 7'-2" HM FG PAINT SG-3 HM HM10 PAINT SG-3 B1-B2/A68.1 B1/A68.1 - - 15.0

174A 3'-0" 7'-0" HM FG PAINT SG-3 - EXISTING PAINT - - - - - 16.0 REPLACE EXISTING DOOR SLAB ONLY; PINCH-PROOF HINGEPROTECTION

174B 3'-0" 7'-0" HM FG PAINT SG-2 HM HM03 PAINT - B2/A68.1 B2/A68.1 - - 16.0 PINCH-PROOF HINGE PROTECTION

175A 3'-0" 7'-10" AL FG PRE-FINISHED SG-2 AL AL17 PRE-FINISHED - B1-B2/A68.1 B1/A68.1 - - 17.0

175B 3'-0" 7'-10" AL FGX PRE-FINISHED SG-1 AL AL18 PRE-FINISHED SG-1, GL-1,GL-3

B4/A68.1 D4/A68.1 F4/A68.1 - 3.0 PINCH-PROOF HINGE PROTECTION; PARTIAL REPLACE UNLESS ALT. 1

177 3'-0" 7'-0" HM V PAINT SG-3 HM HM03 PAINT - B1/A68.1 B1/A68.1 - - 18.0

178 3'-0" 7'-0" HM D PAINT - HM HM03 PAINT - B2/A68.1 B2/A68.1 - - 19.0 DOOR LOCATION SIMILAR TO EXISTING. REPOSITION TO USEEXISTING LINTEL IF STILL IN PLACE. NOTIFY ARCHITECT OF EXISTINGCONDITION; PINCH-PROOF HINGE PROTECTION

179A 8'-0" 7'-0" AL OCS PRE-FINISHED - AL MANUF. - - D5/A68.1 C5/A68.1 E5/A68.1 - 5.0

179B 3'-0" 7'-10" AL FG PRE-FINISHED SG-1 AL AL19 PRE-FINISHED SG-1, GL-1 B4/A68.1 D4/A68.1 F4/A68.1 - 3.0 PINCH-PROOF HINGE PROTECTION; PARTIAL REPLACE UNLESS ALT. 1

179D 3'-0" 7'-0" HM FG PAINT SG-3 HM HM04 PAINT SG-3 D2/A68.1 D2/A68.1 - - PINCH-PROOF HINGE PROTECTION

179E 3'-0" 3'-6" HM H PAINT - HM HM09 PAINT - B2-D2/A68.1 - - - 12 PINCH-PROOF HINGE PROTECTION

180 3'-0" 7'-10" AL FGX PRE-FINISHED SG-1 AL AL20 PRE-FINISHED SG-1, GL-1 B4/A68.1 D4/A68.1 F4/A68.1 - 2.0




209A 3'-0" 7'-0" HM F PAINT - HM HM01 PAINT - B1/A68.1 B1/A68.1 - - 21.0 UNDERCUT DOOR 3/4" TO ALLOW VENTILATION

209B 2'-0" 3'-0" STL F PAINT - STL MANUF. PAINT - - - - - - ACCESS DOOR

211A 3'-0" 7'-0" HM FG PAINT SG-3 HM HM07 PAINT SG-3 B1/A68.1 B1/A68.1 - - 22.0

211B 3'-0" 7'-0" HM FG PAINT SG-3 HM HM07 PAINT SG-3 B1/A68.1 B1-B2/A68.1 - - 22.0

213 3'-0" 7'-0" HM FG PAINT SG-3 HM HM08 PAINT SG-3 B2/A68.1 B2/A68.1 - - 23.0

217 3'-0" 7'-0" HM FG PAINT SG-3 HM HM07 PAINT SG-3 B1-B2/A68.1 B1/A68.1 - - 22.0

1/4" = 1'-0"


1/4" = 1'-0"

HM04 KID ZONE

1/4" = 1'-0"

HM05 OFFICE

1/4" = 1'-0"

HM06 OFFICE

1/4" = 1'-0"

HM07 CYCLE STUDIO

1/4" = 1'-0"

HM08 STUDIO A

1/4" = 1'-0"

AL01 101A VESTIBULE TO LOBBY

1/4" = 1'-0"

AL02 CARDIO OUTSIDE PANEL 1/4" = 1'-0"

AL03 CARDIO SIDE PANEL 1/4" = 1'-0"

AL04 CARDIO CENTER PANEL

1/4" = 1'-0"

AL05 VEST. SIDE

1/4" = 1'-0"

AL06 VEST.

1/4" = 1'-0"

AL07 LOBBY

1/4" = 1'-0"

AL08 LOBBY TO CARDIO ENTRY

1/4" = 1'-0"

HM09 ELC DOOR45 MIN FR ASSEMBLY

3

ADDENDUM

3

ADDENDUM

1/4" = 1'-0"

HM10 ELC - OFFICE 173

4

ADDENDUM

18

ASI-012

3

ASI-002

4

AD4

3

AD3

8

ASI-002

10

MABCD#23a/b

RFI-006

11

ASI-005

5 AD5 6.29.18

8 ASI-002 7.23.18

10 MABCD 8.03.2018

11 ASI-005 8.21.2018

13 ASI-007 09.12.18

17 ASI-011 10.02.18

18 ASI-012 10.09.2018

19 ASI-013 10.12.18

20 ASI-014 10.16.18

13

MABCD #29

13

MABCD #30

13

ASI-007

13

ASI-007

HM11 OMITTED

17

ASI-012

18

ASI-012

DOORS 154, 176A, & 176B OMITTED FROM SCHEDULE

18

ASI-012

18

ASI-012

18

ASI-012

OMIT FIRE RATING

17

ASI-012

19

ASI-013

18

ASI-012

18

ASI-012

18

ASI-013

19

ASI-013

20

ASI-014