NFC - Construction Drawing Set.pdf

OMD REDMOND - LOCKER ROOM EXPANSION

REDMOND, OREGON

LEGAL DESCRIPTION

TAX LOT: 1513000000116

TAX MAP: 150565 - 15 13 00

CIDA, INC.

15895 SW 72ND AVE, SUITE 200

PORTLAND, OREGON 97224

(T): (503) 226-1285 (F): (503) 226-1670

CONTACT: MYA PALUCH

RELEASES

COVER SHEET

/2

/2

P

A G

E T

U R

N C

H E C

K S

E T

CS1 COVER SHEET & SITE PLAN

ARCHITECTURAL

A1.1 DEMOLITION PLAN & FLOOR PLAN

CLIENTOREGON MILITARY DEPARTMENT

1/32"=1'-0"

BUILDING KEY PLAN3

NORTH

CS1

PROJECT DESCRIPTION

THIS PROJECT IS AN APPROXIMATELY 350 SQUARE FOOT INTERIOR REMODEL AT OMD'S EXISTING CENTRAL OREGON TRAINING EQUIPMENT SITE (COUTES) AT 2899 OCHOCO WAY IN REDMOND OREGON. THE AREA OF WORK INCLUDES UPDATING THE WOMEN'S TOILET/SHOWER ROOM TO BE ADA COMPLIANT, RE-PURPOSING THE MEN'S LOCKER ROOM INTO A WOMEN'S

LOCKER ROOM AND RELOCATING THE MEN'S LOCKER ROOM TO THE EXISTING WOMEN'S LOCKER ROOM. THESE IMPROVEMENTS REQUIRE NEW DOORWAY SIZED OPENINGS IN EXISTING CMU WALLS FOR PEDESTRIAN CONNECTIVITY. IN

ADDITION THERE ARE MINOR MODIFICATIONS TO EXISTING UTILITIES, ELECTRICAL, AND OF PLUMBING FIXTURES. NO WORK

WITHIN HIGH-HAZARD OCCUPANCY AREAS PROPOSED AND NO MODIFICATIONS TO EXISTING

REQUIRED FIRE RATED ASSEMBLIES PROPOSED. NO SITE WORK IS PROPOSED.

STRUCTURAL

A4.1 WALL SECTIONS & FINISH FLOOR PLAN

A1.1 STRONGBACKING DETAILS

A6.1 ENLARGED T.R. PLANS & ELEVATIONS

FLS1 FIRE LIFE SAFETY PLAN

BUILDING CODE INFORMATION

DESIGN CODE: OSSC 1986

DESIGN CODE (AREA OF WORK) OSSC 2022

CONSTRUCTION TYPE: II-A (SPRINKLERED)

OCCUPANCY (NO CHANGE): A, B, H-4, H-2 (SEPARATED)

BUILDING AREA (NO CHANGE): 10,627 SF

AREA OF WORK: 350 SF

BUILDING HEIGHT (NO CHANGE) +/- 24'-0"

SEE FIRE AND LIFE SAFETY SHEET FOR FULL CODE SUMMARY

A1.2 DEMOLITION RCP & REFLECTED CEILING PLAN

2899 OCHOCO WAY

REDMOND, OREGON 97756

(T): (555) 555-5555

CONTACT: ARCHITECT

MEP ENGINEERR&W ENGINEERING

9615 SW ALLEN BLVD #107

BEAVERTON, OREGON, 97005

(T): (503) 292-6000

CONTACT: ARCHITECT

23456789

4CONTRACTORTBD

ARCHITECT/ STRUCTURAL ENGINEER

230257.01

/0

/2

P A

G E T

U R

N C

H E C

K S

E T

/0

/2

P E R

M

IT

S E T

C 2025 CIDA, P.C./CIDA ALL RIGHTS RESERVED

IS

S U

E D

D A

T E

1 5 8 9 5 S W 7 2 N D A V E S U I T E 2 0 0

P O R T L A N D , O R E G O N 9 7 2 2 4

T E L : 5 0 3 . 2 2 6 . 1 2 8 5

F A X : 5 0 3 . 2 2 6 . 1 6 7 0

W W W . C I D A I N C . C O M

E :\a d ca d d \2

\0

.0

O

M D

R e d m o n d \0

-C u rr e n t\

C A

D \0

C

S .d w g

D e c

, 2

:1 p m

ARCHITECTURE

ENGINEERING

P L A N N I N G

I N T E R I O R S

T E N

A N

T I M

P R

O V

E M

E N

T F

O R

O M

D R

ED

M

O N

D

LO

CK

ER

R

O O

M E

XP

A

N

SI

O N

O

C H

O C

O W

A Y

R E D

M O

N D

, O R

E G

O N

NO SCALE

VICINITY MAP2

NORTH

CS1

H W

Y . 9

O C

H O

C O

W A

Y

OCHOCO HWY

REDMOND M

UNICIPAL A

IRPORT

SITE

CS1

COVERSHEET

1"=150'

ARCHITECTURAL SITE PLAN - FOR REFERENCE ONLY1

NORTH

CS1

SITE

N U

N

IT

M A

IN

C

A N

A L

REDMOND-POWELL BUTTE RD

GN1 GENERAL NOTES

AREA OF WORK

A1.1

A6.2 ENLARGED T.R. PLANS & ELEVATIONS

MECHANICAL

M2.1 FLOOR PLAN - MECHANICAL

M0.1 MECHANICAL SCHEDULES, LEGENDS, SPECIFICATIONS

ELECTRICAL

E1.1 FLOOR PLAN - ELECTRICAL

E2.1 PARTIAL FLOOR PLAN - POWER

E0.1 ELECTRICAL SCHEDULES, LEGENDS, ABBREVIATIONS

E2.2 PARTIAL FLOOR PLAN - LIGHTING

E3.1 ELECTRICAL SPECIFICATION

P0.1 PLUMBING SCHEDULES, LEGENDS, AND ABBREVIATIONS

PLUMBING

PD2.1 FLOOR PLAN - PLUMBING DEMOLITION

P2.1 FLOOR PLAN - WASTE AND VENT

P2.2 FLOOR PLAN - HOT AND COLD WATER

P3.1 PLUMBING SPECIFICATIONS

P3.2 PLUMBING SPECIFICATIONS

P3.3 PLUMBING SPECIFICATIONS

/0

/2

P

E R

M

IT

S E T

PRELIMINARY

PLAN ONLY-NOT

FOR

CONSTRUCTION

IN

T

ER

IO

R D

IA

G

O N

A L

5'

-9

/2

15'-10"

28'-6"

11'-6"

50'-6"

14'-0"

29'-6"

29'-8"

86'-6"

72'-2"

81'-9" 4 '-0

'-1

'-1

'-3

'-1

'-1

'-4

(E) FLAMMABLE

MATERIALS STORAGE

(E) WORK BAYS

(E) WOMEN'S T.R.

(E) MEN'S T.R.

WOMEN'S

LOCKER ROOM

(E) BREAK ROOM

(E) COMM/ELECTRICAL

MEN'S

LOCKER ROOM

CORRIDOR

CUSTODIAL

'-0

'-8

(E) GENERAL

FOREMAN

(E) FOREMAN

(E) SUPPLY ROOM

(E) CLERK

(E) LIBRARY

MECHANICAL

24'-4" 40'-6"

'-1

'-0

'-1

10'-0" 51'-7"

16'-0" 62'-6"

'-5

'-9

" 1 '-9

'-1

FE

C

D

IST

A N

C E B

ET

W

EEN

EX

IT

S

57'-2"

FE

C

FEC

FE

C

FECFEC

FE

C

FE

C

230257.01

/0

/2

P A

G E T

U R

N C

H E C

K S

E T

/0

/2

P E R

M

IT

S E T

C 2025 CIDA, P.C./CIDA ALL RIGHTS RESERVED

IS

S U

E D

D A

T E

1 5 8 9 5 S W 7 2 N D A V E S U I T E 2 0 0

P O R T L A N D , O R E G O N 9 7 2 2 4

T E L : 5 0 3 . 2 2 6 . 1 2 8 5

F A X : 5 0 3 . 2 2 6 . 1 6 7 0

W W W . C I D A I N C . C O M

E :\a d ca d d \2

\0

.0

O

M D

R e d m o n d \0

-C u rr e n t\

C A

D \0

F

L S F

IR

E L

IF

E S

A

FE

T Y

P L A

N .d w g

D e c

, 2

:1 p m

ARCHITECTURE

ENGINEERING

P L A N N I N G

I N T E R I O R S

T E N

A N

T I M

P R

O V

E M

E N

T F

O R

O M

D R

ED

M

O N

D

LO

CK

ER

R

O O

M E

XP

A

N

SI

O N

O

C H

O C

O W

A Y

R E D

M O

N D

, O R

E G

O N

FLS1

FIRE LIFE SAFETY PLAN

ORIGINAL PERMIT DESIGN CODE: 1986 OREGON STRUCTURAL SPECIALTY CODE (OSSC 1986)

CURRENT PERMIT DESIGN CODE: 2022 OREGON STRUCTURAL SPECIALITY CODE (OSSC 2022)

CURRENT PERMIT ENERGY CODE: 2021OREGON EFFICIENCY SPECIALTY CODE (OESC 2021)

BUILDING GROSS AREA: 10,627 SF

AREA OF WORK: 350 SF

USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3):

OCCUPANCY CLASSIFICATION (302): A

B H-4

H-2* (SEPARATED)

GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5):

EXISTING. NO CHANGE PROPOSED.

TYPE OF CONSTRUCTION (CHAPTER 6):

CONSTRUCTION TYPE: II-N, SPRINKLERED (II-A)

FIRE RATING REQUIREMENTS:

THIS IS AN EXISTING II-N SPRINKLERED CONSTRUCTION:

EXTERIOR LOAD-BEARING WALLS 1 HR RATED REQUIRED (NO CHANGE)

INTERIOR NON-LOAD BEARING WALLS 1 HR RATED REQUIRED

ROOF CONSTRUCTION 1 HR RATED REQUIRED (NO CHANGE)

EXISTING AND PROPOSED CONSTRUCTION MEETS THESE REQUIREMENTS.

FIRE PROTECTION AND LIFE SAFETY SYSTEMS (CHAPTER 9):

903 AUTOMATIC SPRINKLER SYSTEMS

903.2.5 GROUP H: AUTOMATIC FIRE SPRINKLERS SHALL BE PROVIDED IN HIGH HAZARD OCCUPANCIES AS REQUIRED IN SECTIONS

903.2.5.1 THROUGH 903.2.5.

MEANS OF EGRESS (CHAPTER 10):

1004 OCCUPANT LOAD - SEE OCCUPANT TABLE ON THIS SHEET

1005.3 EGRESS SIGNAGE - SEE 1/FLS1 PLAN FOR DOOR SIGNS

1006 EXIT AND EXIT ACCESS DOORWAYS

1006.1 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS: H-OCCUPANCY

1006.2.1 NUMBER OF EXITS REQUIRED: 10

NUMBER OF EXITS PROVIDED: 10

MAX LENGTH OF COMMON PATH H-2 (SPRINKELERED): 100', LONGEST LENGTH PROVIDED(NO CHANGE) -- SEE 1/FLS1

MAX LENGTH OF COMMON PATH H-4 (SPRINKELERED): 175', LONGEST LENGTH PROVIDED(NO CHANGE) -- SEE 1/FLS1

1007 EXIT OR EXIT ACCESS DOORWAY CONFIGURATION

1007.1 EXCEPTION 2, WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903 .1.1 OR 903.1.2, THE SEAPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA RESERVED.

SEE FLS1 FOR DIMENSIONS PROVIDED.

1008 MEANS OF EGRESS ILLUMINATION

ILLUMINATION LEVEL (OSSC 1008.2.1)

MINIMUM 1 FOOT CANDLE AT THE WALKING SURFACE LEVEL

1008.3.2 AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER

CORRIDORS, EXIT PASSAGEWAYS, AND EXIT ENCLOSURES

INTERIOR EXIT DISCHARGE ELEMENTS

EXTERIOR LANDINGS

1008.3.4 DURATION

EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF NINETY(90) MINUTES MINIMUM

1008.3.5 ILLUMINATION LEVEL UNDER EMERGENCY POWER

ILLUMINATION EMERGENCY POWER (OSSC 1008.3.5):

INITIAL ILLUMINATION: 1 FOOT-CANDLE AVERAGE W/ 0.1 FOOT-CANDLE MINIMUM AT ANY POINT AT FLOOR LEVEL

END OF EMERGENCY LIGHTING PERIOD: 0.6 FOOT-CANDLE AVERAGE W/ 0. FOOT-CANDLE MINIMUM AT ANY POINT AT FLOOR LEVEL

1009 ACCESSIBLE MEANS OF EGRESS (OSSC 1009):

1009.1 REQUIRED ACCESSIBLE MEANS OF EGRESS: 2

ACCESSIBLE MEANS OF EGRESS PROVIDED: 3

1013 EXIT SIGNS

SEE FLS1 FOR LOCATIONS OF EXIT SIGNAGE

ILLUMINATION (OSSC 1013.3): EXIT SIGNS ARE REQUIRED TO BE INTERNALLY OR EXTERNALLY ILLUMINATED

ACCESSIBILITY (CHAPTER 11):

SEE FLOOR PLANS FOR REQUIRED CLEARANCES AT DOORS, TOILET ROOMS AND FIXTURES

SEE DETAILS AND INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS

SEE FLS 1 FOR SIGNAGE LOCATIONS

SIGNAGE GRAPHICS, LOCATION & MOUNTING TO COMPLY WITH OSSC CH. 11

OSSC 1105 ACCESSIBLE ENTRANCES

1105.1 PUBLIC ENTRANCES - ALL PUBLIC ENTRANCES ARE ACCESSIBLE

INTERIOR ENVIRONMENT: (CHAPTER 12):

1210.2 TOILET AND BATHROOM REQUIREMENTS: FINISH MATERIALS

ALL MATERIALS TO COMPLY WITH SMOOTH, NON-ABSORBENT SURFACE CRITERIA.

EXISTING BUILDING AND STRUCTURES (CHAPTER 34):

3403.1.3 ALTERATION, ADDITION, OR CHANGE OF OCCUPANCY

THE ALTERATION OF ALL EXISTING BUILDINGS SHALL COMPLY WITH THIS SECTION AND ONE OF THE METHODS LISTED IN SECTION

3403.1.3.1, 3403.1.3.2, 3403.1.3.3 AS SELECTED BY THE APPLICANT.

3403.1.3.2 WORK AREA COMPLIANCE METHOD

COMPLIANCE WITH THE APPLICABLE REQUIREMENTS OF SECTIONS 3406 AND 3412

GENERAL BUILDING CODE NOTES

A. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL,

STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, AND

ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT OR REVISION OF SUCH

REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT

DOCUMENTS.

B. PRIOR TO START OF WORK, CONTRACTOR TO VERIFY EXISTING CONDITIONS

INDICATED AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.

C. ALL DEMO WORK IN EXISTING FACILITY ASSUMED TO BE NON-STRUCTURAL -

CONTRACTOR TO CONFIRM DEMO CONDITIONS INDICATED & NOTIFY A/E IF

ANY ARE DISCOVERED OR QUESTIONED TO BE STRUCTURAL.

D. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER

SECTION 1011 OF THE IBC.

E. ALL HARDWARE TO COMPLY W/ ADA REQUIREMENTS.

F. ALL EQUIPMENT BY OTHERS.

G. CONTRACTOR TO COORDINATE ALL EQUIPMENT BY TENANT WITH POWER,

WATER DATA AND MECHANICAL REQUIREMENTS.

BUILDING CODE ANALYSIS

NEW WALLS- REFER TO SHEET A1.1 FOR WALL TYPE INFORMATION

(E) ILLUMINATED EXIT SIGN

FEC (E) FIRE EXTINGUISHER CABINET- COORDINATE QUANTITY

AND LOCATION WITH FIRE MARSHAL PRIOR TO INSTALLATION

FLS FLOOR LEGEND

(N) DIRECTIONAL ILLUMINATED EXIT SIGN

HOSE BIB

NEW

EXISTING

(N)

(E)

CORRIDOR

ROOM NAME & NUMBER

NOT IN SCOPE

TOTAL BUILDING PLUMBING FIXTURE CALCULATIONS

OCCUPANCY CLASSIFICATION

TOTAL OCCUPANT

LOAD

REQUIRED WATER CLOSET RATIO -

(URINALS MAY REPLACE WC AT RATIO

OF 1 URINAL PER 2/3 WC)

REQUIRED

LAVATORY RATIO

REQUIRED

WATER

CLOSETS

REQUIRED

LAVATORIES

A

ACCESSORY

ASSEMBLY

30 1:125 1:65 1:200 0.24 ; 0.46 0.15

B BUSINESS 5 1:25 1ST 50; 1:50 1:40 1ST 80; 1:80 0.20 0.125

H-2

FLAMMABLE

STORAGE

2 1:100 1:100 0.02 0.02

H-4 FABRICATION 31 1:100 1:100 0.31 0.31

TOTAL NUMBER OF FIXTURES REQUIRED 1.23 0.605

TOTAL NUMBER OF FIXTURES PROVIDED 4 3

1/8" = 1'-0"

FIRE LIFE SAFETY PLAN1

FLS1

N.I.S.

N.I.S.

OSSC 1004 OCCUPANCY LOAD TABLE

ROOM

# NAME OCCUPANCY TYPE LOAD FACTOR AREA LOAD

(E) FLAMMABLE

MATERIALS STORAGE

HIGH HAZARD-2 150 2

103 (E) WORK BAYS HIGH HAZARD-4 200 6144 31

105 (E) CLERK BUSINESS 150 115 1

106 (E) GENERAL FOREMAN BUSINESS 150 168 2

107 (E) FOREMAN BUSINESS 150 247 2

(E) SUPPLY ROOM/

TOOL ROOM

H4 150 990 7

(E) MECHANICAL

ROOM

ACCESSORY MECHANICAL 300 135 1

110 (E) CORRIDOR-1 N/A -- 180 --

111 (E) WOMEN'S T.R. N/A -- 136 --

112 (E) CUSTODIAL ACCESSORY STORAGE 300 24 1

113 (E) MEN'S T.R. N/A -- 200 --

114 MEN'S LOCKER

ROOM N/A 50 324 7

115 (E) BREAK ROOM ACCESSORY ASSEMBLY 150 226 2

116 WOMEN'S LOCKER

ROOM N/A 50 189 4

117 (E) COMM/ELECTRICAL ACCESSORY MECHANICAL 300 226 1

118 (E) LIBRARY ACCESSORY ASSEMBLY 50 324 7

119 (E) CORRIDOR-2 N/A -- 180 --

TOTAL OCCUPANT LOAD

10-0" 60'-0"

50'-0"

TRAVEL DISTANCE TO EXIT ACCESS

EGRESS PATH

COMMON PATH OF EGRESS TRAVEL DISTANCE TO

POINT AT WHICH CHOICE OF 2 EXITS ARE AVAILABLE

POINT AT WHICH CHOICE OF 2 EXITS BECOMES AVAILABLE

COMMON PATH OF EGRESS TRAVEL

TOTAL TRAVEL DISTANCE TO EXIT ACESS

NORTH

PRELIMINARY

PLAN ONLY-NOT

A.

DIVISION 1 GENERAL REQUIREMENTS

1.1 GENERAL CONDITIONS

A. ALL WORK UNDER THIS CONTRACT TO BE IN ACCORDANCE WITH THE GENERAL CONDITIONS OF THE CONTRACT FOR

CONSTRUCTION AIA DOCUMENT A201, 2007 EDITION OR OTHER APPROVED FORMAT.

B. WHERE ANY ARTICLE, PARAGRAPH, SUBPARAGRAPH OR CLAUSE OF THE GENERAL CONDITIONS ISMODIFIED OR DELETED BY THESE

SUPPLEMENTS, THE UNALTERED PROVISIONS OF THAT ARTICLE, PARAGRAPH, SUBPARAGRAPH OR CLAUSE SHALL REMAIN IN EFFECT.

1.2 INTERPRETATION

A. VIEWED OR APPROVED BY ARCHITECT/ENGINEER SHALL MEAN WRITTEN REVIEW OR APPROVAL BY ARCHITECT/ENGINEER OR AN

AUTHORIZED CONSULTANT.

B. REFERENCE IN THE SPECIFICATIONS TO A SINGLE ITEM OR PIECE OF EQUIPMENT SHALL APPLY TO AS MANY SUCH ITEMS AS ARE

INDICATED ON DRAWINGS OR REQUIRED TO COMPLETE THE PROJECT.

C. INDICATING AN ITEM OR METHOD ON THE DRAWINGS REQUIRES THE CONTRACTOR TO FURNISH, FABRICATE AND INSTALL THE

ITEM, UNLESS INDICATED OTHERWISE.

1.3 FEES

A. UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS, THE OWNER SHALL PAY FOR PLAN CHECK FEES AND BUILDING

PERMIT FEES, INCLUDING SEWER, GAS AND WATER CONNECTION FEES, AS WELL AS OTHER ASSESSMENTS OR FEES ESTABLISHED BY

THE AUTHORITY HAVING JURISDICTION. THE CONTRACTORSHALL PAY FOR ALL OTHER PERMITS, FEES, LICENSES AND INSPECTIONS

NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, INCLUDING PLUMBING, MECHANICAL AND ELECTRICAL PERMIT

FEES.

1.4 SUBSTITUTIONS

A. SUBSTITUTION REQUESTS: SUBMIT THREE COPIES OF EACH REQUEST FOR CONSIDERATION. IDENTIFY PRODUCT OR FABRICATION

OR INSTALLATION METHOD TO BE REPLACED. INCLUDE SPECIFICATION SECTION NUMBER AND TITLE AND DRAWING NUMBERS

AND TITLES.

B. SUBSTITUTIONS FOR CAUSE: SUBMIT REQUESTS FOR SUBSTITUTION IMMEDIATELY UPON DISCOVERY OF NEED FOR CHANGE, BUT

NOT LATER THAN 15 DAYS PRIOR TO TIME REQUIRED FOR PREPARATION AND REVIEW OF RELATED SUBMITTALS.

C. SUBSTITUTIONS FOR CONVENIENCE: ARCHITECT WILL CONSIDER REQUESTS FOR SUBSTITUTION IF RECEIVED WITHIN 60 DAYS

AFTER THE NOTICE OF AWARD.

1.5 SUBMITTALS

A. SHOP DRAWINGS: PREPARE PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT BASE SHOP DRAWINGS

ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA,UNLESS SUBMITTAL BASED UPON

ARCHITECT'S DIGITAL DATA DRAWING FILES IS OTHERWISE PERMITTED.

B. SAMPLES: SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE FOR A CHECK OF THESE CHARACTERISTICS WITH

OTHER ELEMENTS AND FOR A COMPARISON OF THESE CHARACTERISTICS BETWEEN SUBMITTAL AND ACTUAL COMPONENT AS

DELIVERED AND INSTALLED.

C. PRODUCT DATA: COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION AND TYPE OF

PRODUCT OR EQUIPMENT.

1.6 EXECUTION REQUIREMENTS

A. CUTTING AND PATCHING: COMPLY WITH REQUIREMENTS FOR AND LIMITATIONS ON CUTTING AND PATCHING OF

CONSTRUCTION ELEMENTS.

1. STRUCTURAL ELEMENTS: WHEN CUTTING AND PATCHING STRUCTURAL ELEMENTS, NOTIFY ARCHITECT OF LOCATIONS AND

DETAILS OF CUTTING AND AWAIT DIRECTIONS FROM THE ARCHITECT BEFORE PROCEEDING. SHORE, BRACE, AND SUPPORT

STRUCTURAL ELEMENT DURING CUTTING AND PATCHING. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER

THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY OR INCREASE DEFLECTION

2. OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER

THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE

OR DECREASED OPERATIONAL LIFE OR SAFETY.

3. OTHER CONSTRUCTION ELEMENTS: DO NOT CUT AND PATCH OTHER CONSTRUCTION ELEMENTS OR COMPONENTS IN A

MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, THAT RESULTS IN REDUCING THEIR CAPACITY TO

PERFORM AS INTENDED, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY.

4. VISUAL ELEMENTS: DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF

CUTTING AND PATCHING. DO NOT CUT AND PATCH EXPOSED CONSTRUCTION IN A MANNER THAT WOULD, IN

ARCHITECT'S OPINION, REDUCE THE BUILDING'S AESTHETIC QUALITIES. REMOVE AND REPLACE CONSTRUCTION THAT HAS

BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER.

B. EXISTING CONDITIONS: THE EXISTENCE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AND CONSTRUCTION

INDICATED AS EXISTING ARE NOT GUARANTEED. BEFORE BEGINNING SITEWORK, INVESTIGATE AND VERIFY THE EXISTENCE AND

LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE

WORK.

C. BEFORE CONSTRUCTION, VERIFY THE LOCATION AND INVERT ELEVATION AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER-SERVICE PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES.

D. SITE IMPROVEMENTS: LOCATE AND LAY OUT SITE IMPROVEMENTS, INCLUDING PAVEMENTS, GRADING, FILL AND TOPSOIL

PLACEMENT, UTILITY SLOPES, AND RIM AND INVERT ELEVATIONS.

E. BUILDING LINES AND LEVELS: LOCATE AND LAY OUT CONTROL LINES AND LEVELS FOR STRUCTURES, BUILDING FOUNDATIONS, COLUMN GRIDS, AND FLOOR LEVELS, INCLUDING THOSE REQUIRED FOR MECHANICAL AND ELECTRICAL WORK. TRANSFER SURVEY

MARKINGS AND ELEVATIONS FOR USE WITH CONTROL LINES AND LEVELS. LEVEL FOUNDATIONS AND PIERS FROM TWO OR MORE

LOCATIONS.

F. TEMPORARY SUPPORT: PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT.

G. PROTECTION: PROTECT IN-PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE

PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR PORTIONS OF PROJECT THAT MIGHT BE EXPOSED DURING CUTTING

AND PATCHING OPERATIONS.

H. ADJACENT OCCUPIED AREAS: AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO

ADJOINING AREAS.

I. EXISTING UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: WHERE EXISTING SERVICES/SYSTEMS ARE REQUIRED TO BE

REMOVED, RELOCATED, OR ABANDONED, BYPASS SUCH SERVICES/SYSTEMS BEFORE CUTTING TO MINIMIZE INTERRUPTION TO

OCCUPIED AREAS.

J. CUTTING: CUT IN-PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR OPERATIONS, INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. IF

POSSIBLE, REVIEW PROPOSED PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S WRITTEN

RECOMMENDATIONS.

K. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING

PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS PRACTICABLE. PROVIDE MATERIALS

AND COMPLY WITH INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS, WHERE APPLICABLE.

L. CLEANING: CLEAN PROJECT SITE AND WORK AREAS DAILY, INCLUDING COMMON AREAS. ENFORCE REQUIREMENTS STRICTLY.

DISPOSE OF MATERIALS LAWFULLY.

M. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE INSTALLED WORK IS WITHOUT DAMAGE OR

DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION.

DIVISION 2 EXISTING CONDITIONS

2.1 SELECTIVE DEMOLITION

A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS

INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS

FOLLOWS:

1. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST

LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER

TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT

SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN.

2. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED

SURFACES.

3. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH

AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING

OPERATIONS. MAINTAIN WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS.

4. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS

ON SUPPORTING WALLS, FLOORS, OR FRAMING.

5. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY.

B. REUSE OF BUILDING ELEMENTS: PROJECT HAS BEEN DESIGNED TO RESULT IN END-OF-PROJECT RATES FOR REUSE OF BUILDING

ELEMENTS AS FOLLOWS. DO NOT DEMOLISH BUILDING ELEMENTS BEYOND WHAT IS INDICATED ON DRAWINGS WITHOUT

ARCHITECT'S APPROVAL.

C. REMOVED AND SALVAGED ITEMS:

1. CLEAN SALVAGED ITEMS: PACK OR CRATE ITEMS AFTER CLEANING. IDENTIFY CONTENTS OF CONTAINERS.

2. STORE ITEMS IN A SECURE AREA UNTIL DELIVERY TO OWNER.

3. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE.

D. REMOVED AND REINSTALLED ITEMS: CLEAN AND REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE FOR INTENDED REUSE.

PAINT EQUIPMENT TO MATCH NEW EQUIPMENT.

1. PACK OR CRATE ITEMS AFTER CLEANING AND REPAIRING. IDENTIFY CONTENTS OF CONTAINERS.

2. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE.

3. REINSTALL ITEMS IN LOCATIONS INDICATED. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS AND

EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND MISCELLANEOUS MATERIALS NECESSARY TO MAKE ITEM FUNCTIONAL

FOR USE INDICATED.

E. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING

SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE

LOCATION DURING SELECTIVE DEMOLITION CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER SELECTIVE

DEMOLITION OPERATIONS ARE COMPLETE.

DIVISION 4 MASONRY

4.1 CONCRETE MASONRY UNITS

A. GENERAL: REFER TO STRUCTURAL DRAWINGS FOR NOTES AND REQUIREMENTS FOR CONCRETE MASONRY UNIT CONSTRUCTION.

B. COLD-WEATHER REQUIREMENTS: COMPLY WITH COLD-WEATHER CONSTRUCTION REQUIREMENTS CONTAINED IN

ACI 530.1/ASCE 6/TMS 602.

C. HOT-WEATHER REQUIREMENTS: COMPLY WITH HOT-WEATHER CONSTRUCTION REQUIREMENTS CONTAINED IN

ACI 530.1/ASCE 6/TMS 602.

DIVISION 5 METALS

5.1 STRUCTURAL STEEL

A. GENERAL: REFER TO STRUCTURAL DRAWINGS FOR NOTES AND REQUIREMENTS FOR STRUCTURAL STEEL.

5.2 COLD FORM STEEL FRAMING

A. ALL COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF SPECIFICATIONS FOR THE DESIGN OF OLD-FORMED

STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE.

B. STEEL FOR ALL 14 AND 16 GAGE STUDS AND JOISTS, AND FOR ALL DIAGONAL TENSION STRAPS SHALL HAVE A MINIMUM YIELD

STRENGTH OF 50,000 PSI. STEEL FOR ALL 18 AND 20 GAGE STUDS AND JOISTS, AND FOR ALL GAGES OF TRACK, ACCESSORIES AND

BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 30,000 PSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO

WEATHER AND WHENEVER NOTED ON THE DRAWINGS.

C. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, PROVIDE DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS, BEAM BEARINGS AND JOIST BEARINGS.

D. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS:

1. FOR NON-BEARING WALLS, PROVIDE BRIDGING AT MID-HEIGHT FOR WALLS LESS THAN OR EQUAL TO 10'-0" HIGH, AND 5'-0"

O.C. MAXIMUM FOR WALLS GREATER THAN 10'-0" HIGH.

2. FOR BEARING WALLS, PROVIDE BRIDGING EQUALLY SPACED AT 4'-0" MAXIMUM. IN ADDITION, BRIDGING SHALL BE PROVIDED

AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS, SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING

WHERE NOTED ON THE DRAWINGS.

E. STEEL STUD WALLS: STEEL STUD WALLS SHALL BE 18 GAGE @ 16" O.C. UNLESS NOTED OTHERWISE ON PLANS. TRACK ANCHOR

BOLTS SHALL BE 1/2" DIAMETER PLACED NOT TO EXCEED 4'-0" O.C. UNLESS NOTED OTHERWISE. ANCHOR BOLTS SHALL BE PLACED

AT ALL JAMBS, CORNERS, INTERSECTIONS AND WALL ENDS. ALL BOTTOM TRACKS SHALL HAVE A MINIMUM OF 2 ANCHOR BOLTS.

F. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE STEEL FRAMING WORK.

5.3 METAL FABRICATIONS

A. DELEGATED DESIGN: DESIGN LADDERS AND STAIRS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED

PROFESSIONAL ENGINEER, USING PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA INDICATED.

B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS.

C. DELEGATED-DESIGN SUBMITTAL: FOR INSTALLED PRODUCTS INDICATED TO COMPLY WITH PERFORMANCE REQUIREMENTS AND

DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR

THEIR PREPARATION.

D. FERROUS METALS:

1. STEEL PLATES, SHAPES, AND BARS: ASTM A 36/A 36M.

2. STAINLESS-STEEL BARS AND SHAPES: ASTM A 276, TYPE 304.

3. STEEL TUBING: ASTM A 500, COLD-FORMED STEEL TUBING. STEEL PIPE: ASTM A 53/A 53M, STANDARD WEIGHT

(SCHEDULE 40) UNLESS OTHERWISE INDICATED.

E. FASTENERS: UNLESS OTHERWISE INDICATED, PROVIDE TYPE 304 STAINLESS-STEEL FASTENERS FOR EXTERIOR USE AND ZINC-PLATED

FASTENERS WITH COATING COMPLYING WITH ASTM B 633 OR ASTM F 1941 (ASTM F 1941M), CLASS FE/ZN 5, AT EXTERIOR

WALLS.

F. MISCELLANEOUS MATERIALS:

1. UNIVERSAL SHOP PRIMER: FAST-CURING, LEAD- AND CHROMATE-FREE, UNIVERSAL MODIFIED-ALKYD PRIMER COMPLYING WITH

MPI#79 AND COMPATIBLE WITH TOPCOAT.

2. GALVANIZING REPAIR PAINT: HIGH-ZINC-DUST-CONTENT PAINT COMPLYING WITH SSPC-PAINT 20 AND COMPATIBLE WITH

PAINTS SPECIFIED TO BE USED OVER IT.

G. STRUCTURAL STEEL DOOR FRAMES:

1. FABRICATE STRUCTURAL-STEEL DOOR FRAMES FROM STEEL SHAPES FULLY WELDED TOGETHER, WITH 5/8-BY-1-1/2-INCH

(16-BY-38-MM) STEEL CHANNEL STOPS. PLUG-WELD BUILT-UP MEMBERS AND CONTINUOUSLY WELD EXPOSED JOINTS.

REINFORCE FRAMES AND DRILL AND TAP AS NECESSARY TO ACCEPT FINISH HARDWARE.

2. GALVANIZE EXTERIOR STEEL FRAMES.

H. FINISHES:

1. COMPLY WITH NAAMM'S "METAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL PRODUCTS" FOR RECOMMENDATIONS

FOR APPLYING AND DESIGNATING FINISHES.

2. FINISH METAL FABRICATIONS AFTER ASSEMBLY.

3. GALVANIZING: HOT-DIP GALVANIZE ITEMS AS INDICATED TO COMPLY WITH ASTM A 153/A 153M FOR STEEL AND IRON

HARDWARE AND WITH ASTM A 123/A 123M FOR OTHER STEEL AND IRON PRODUCTS.

4. SHOP PRIME IRON AND STEEL ITEM NOT INDICATED TO BE GALVANIZED UNLESS THEY ARE TO BE EMBEDDED IN CONCRETE, SPRAYED-ON FIREPROOFING, OR MASONRY, OR UNLESS OTHERWISE INDICATED.

5. PREPARATION FOR SHOP PRIMING: PREPARE SURFACES TO COMPLY WITH SSPC-SP 6/NACE NO. 3, "COMMERCIAL BLAST

CLEANING.

DIVISION 7 THERMAL AND MOISTURE PROTECTION

7.1 SEALANTS

A. PRECONSTRUCTION TESTING

1. PRECONSTRUCTION COMPATIBILITY AND ADHESION TESTING: USE MANUFACTURER'S STANDARD TEST METHOD TO

DETERMINE WHETHER PRIMING AND OTHER JOINT SPECIFIC JOINT PREPARATION TECHNIQUES ARE REQUIRED TO OBTAIN

RAPID, OPTIMUM ADHESION OF JOINT SEALANTS TO JOINT SUBSTRATES.

2. PRECONSTRUCTION FIELD-ADHESION TESTING: BEFORE INSTALLING SEALANTS, FIELD TEST THEIR ADHESION TO PROJECT

JOINT SUBSTRATES. TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD-APPLIED SEALANT JOINT HAND PULL TAB, IN

APPENDIX X1 IN ASTM C 1193 OR METHOD A, TAIL PROCEDURE, IN ASTM C 1521.

3. TESTING AGENCY QUALIFICATIONS: QUALIFIED ACCORDING TO ASTM C 1021 TO CONDUCT THE TESTING INDICATED.

B. WARRANTY

1. SPECIAL INSTALLER'S WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH INSTALLER AGREES TO REPAIR OR REPLACE

JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION

WITHIN SPECIFIED WARRANTY PERIOD (TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION).

2. SPECIAL MANUFACTURER'S WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH JOINT-SEALANT MANUFACTURER

AGREES TO FURNISH JOINT SEALANTS TO REPAIR OR REPLACE THOSE THAT DO NOT COMPLY WITH PERFORMANCE

AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD (TWO YEARS FROM DATE

OF SUBSTANTIAL COMPLETION).

C. SILICONE JOINT SEALANTS

1. MILDEW-RESISTANT NEUTRAL-CURING SILICONE JOINT SEALANT : ASTM C 920.

2. TYPE: SINGLE COMPONENT (S).

3. GRADE: [NONSAG (NS)].

4. CLASS: 100/50.

5. USES RELATED TO EXPOSURE: NONTRAFFIC (NT).

D. ACOUSTICAL JOINT SEALANT

1. ACOUSTICAL JOINT SEALANT: MANUFACTURER'S STANDARD NONSAG, PAINTABLE, NONSTAINING LATEX SEALANT

COMPLYING WITH ASTM C 834. PRODUCT EFFECTIVELY REDUCES AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER

JOINTS AND OPENINGS IN BUILDING CONSTRUCTION AS DEMONSTRATED BY TESTING REPRESENTATIVE ASSEMBLIES

ACCORDING TO ASTM E 90.

E. JOINT SEALANT BACKING

1. CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE C (CLOSED-CELL MATERIAL WITH A SURFACE SKIN), TYPE O

(OPEN-CELL MATERIAL), TYPE B (BICELLULAR MATERIAL WITH A SURFACE SKIN), OR ANY OF THE PRECEDING TYPES, AS

APPROVED IN WRITING BY JOINT-SEALANT MANUFACTURER FOR JOINT APPLICATION INDICATED, AND OF SIZE AND DENSITY

TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE.

2. BOND-BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER.

F. MISCELLANEOUS MATERIALS

1. PRIMER: MATERIAL RECOMMENDED BY JOINT-SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT

TO JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS AND

FIELD TESTS.

2. CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND

SEALANT BACKING MATERIALS.

3. MASKING TAPE: NONSTAINING, NONABSORBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND SURFACES ADJACENT

TO JOINTS.

G. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS TO COMPLY WITH

JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS.

1. REMOVE LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE.

2. CLEAN NONPOROUS JOINT SUBSTRATE SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN, HARM

SUBSTRATES, OR LEAVE RESIDUES CAPABLE OF INTERFERING WITH ADHESION OF JOINT SEALANTS.

3. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED BY JOINT-SEALANT MANUFACTURER OR AS INDICATED BY

PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS OR PRIOR EXPERIENCE. APPLY PRIMER TO COMPLY WITH

JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS. CONFINE PRIMERS TO AREAS OF JOINT-SEALANT BOND; DO

NOT ALLOW SPILLAGE OR MIGRATION ONTO ADJOINING SURFACES.

4. MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CONTACT OF SEALANT OR PRIMER WITH ADJOINING

SURFACES THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED BY SUCH CONTACT OR BY CLEANING

METHODS REQUIRED TO REMOVE SEALANT SMEARS. REMOVE TAPE IMMEDIATELY AFTER TOOLING WITHOUT DISTURBING

JOINT SEAL.

H. INSTALLATION

1. SEALANT INSTALLATION STANDARD: COMPLY WITH RECOMMENDATIONS IN ASTM C 1193 FOR USE OF JOINT SEALANTS AS

APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED.

2. INSTALL SEALANT BACKINGS OF KIND INDICATED TO SUPPORT SEALANTS DURING APPLICATION AND AT POSITION REQUIRED

TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW

OPTIMUM SEALANT MOVEMENT CAPABILITY.

3. DO NOT LEAVE GAPS BETWEEN ENDS OF SEALANT BACKINGS.

4. DO NOT STRETCH, TWIST, PUNCTURE, OR TEAR SEALANT BACKINGS.

5. REMOVE ABSORBENT SEALANT BACKINGS THAT HAVE BECOME WET BEFORE SEALANT APPLICATION AND REPLACE THEM

WITH DRY MATERIALS.

I. INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN SEALANTS AND BACKS OF

JOINTS.

J. INSTALL SEALANTS USING PROVEN TECHNIQUES THAT COMPLY WITH THE FOLLOWING AND AT THE SAME TIME BACKINGS ARE

INSTALLED:

1. PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY WET JOINT SUBSTRATES.

2. COMPLETELY FILL RECESSES IN EACH JOINT CONFIGURATION.

3. PRODUCE UNIFORM, CROSS-SECTIONAL SHAPES AND DEPTHS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT

MOVEMENT CAPABILITY.

K. TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR CURING BEGINS, TOOL

SEALANTS ACCORDING TO REQUIREMENTS SPECIFIED IN SUBPARAGRAPHS BELOW TO FORM SMOOTH, UNIFORM BEADS OF

CONFIGURATION INDICATED; TO ELIMINATE AIR POCKETS; AND TO ENSURE CONTACT AND ADHESION OF SEALANT WITH SIDES

OF JOINT.

1. REMOVE EXCESS SEALANT FROM SURFACES ADJACENT TO JOINTS.

2. USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY SEALANT MANUFACTURER AND THAT DO NOT DISCOLOR

SEALANTS OR ADJACENT SURFACES.

3. PROVIDE CONCAVE JOINT PROFILE PER FIGURE 8A IN ASTM C 1193, UNLESS OTHERWISE INDICATED.

L. ACOUSTICAL SEALANT INSTALLATION: COMPLY WITH ASTM C 919 AND WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS.

M. CLEAN OFF EXCESS SEALANT OR SEALANT SMEARS ADJACENT TO JOINTS AS THE WORK PROGRESSES BY METHODS AND WITH

CLEANING MATERIALS APPROVED IN WRITING BY MANUFACTURERS OF JOINT SEALANTS AND OF PRODUCTS IN WHICH JOINTS

OCCUR.

N. FIELD-ADHESION TESTING: FIELD TEST JOINT-SEALANT ADHESION TO JOINT SUBSTRATES AS FOLLOWS:

1. PERFORM 10 TESTS FOR THE FIRST 1000 FEET OF JOINT LENGTH FOR EACH KIND OF SEALANT AND JOINT SUBSTRATE.

2. PERFORM 1 TEST FOR EACH 1000 FEET OF JOINT LENGTH THEREAFTER OR 1 TEST PER EACH FLOOR PER ELEVATION.

3. TEST METHOD: TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD-APPLIED SEALANT JOINT HAND PULL TAB, IN

APPENDIX X1 IN ASTM C 1193 OR METHOD A, TAIL PROCEDURE, IN ASTM C 1521.

4. EVALUATION OF FIELD-ADHESION TEST RESULTS: SEALANTS NOT EVIDENCING ADHESIVE FAILURE FROM TESTING OR

NONCOMPLIANCE WITH OTHER INDICATED REQUIREMENTS WILL BE CONSIDERED SATISFACTORY. REMOVE SEALANTS THAT

FAIL TO ADHERE TO JOINT SUBSTRATES DURING TESTING OR TO COMPLY WITH OTHER REQUIREMENTS. RETEST FAILED

APPLICATIONS UNTIL TEST RESULTS PROVE SEALANTS COMPLY WITH INDICATED REQUIREMENTS.

O. INTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES.

1. CONTROL AND EXPANSION JOINTS IN TILE FLOORING.

2. OTHER JOINTS AS INDICATED.

3. JOINT SEALANT: URETHANE.

4. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS.

P. INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES.

1. VERTICAL JOINTS ON EXPOSED SURFACES OF WALLS AND PARTITIONS.

2. PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF INTERIOR DOORS AND WINDOWS.

3. OTHER JOINTS AS INDICATED.

4. JOINT SEALANT: LATEX.

5. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS.

Q. MILDEW-RESISTANT INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES.

1. JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING WALLS, FLOORS, AND COUNTERS.

2. TILE CONTROL AND EXPANSION JOINTS WHERE INDICATED.

3. OTHER JOINTS AS INDICATED.

4. JOINT SEALANT: SILICONE.

5. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS.

R. JOINT-SEALANT APPLICATION: INTERIOR ACOUSTICAL JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES.

1. ACOUSTICAL JOINTS WHERE INDICATED.

2. OTHER JOINTS AS INDICATED.

3. JOINT SEALANT: ACOUSTICAL.

JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS.

DIVISION 9 FINISHES

9.1 NON-STRUCTURAL METAL FRAMING

A. FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED.

B. STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 REQUIREMENTS FOR METAL, UNLESS OTHERWISE INDICATED.

C. PROTECTIVE COATING: MANUFACTURER'S STANDARD CORROSION-RESISTANT ZINC COATING, UNLESS OTHERWISE INDICATED.

D. TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625-INCH- (1.59-MM-) DIAMETER WIRE, OR DOUBLE

STRAND OF 0.0475-INCH- (1.21-MM-) DIAMETER WIRE.

E. HANGER ATTACHMENTS TO CONCRETE:

1. ANCHORS: FABRICATED FROM CORROSION-RESISTANT MATERIALS WITH HOLES OR LOOPS FOR ATTACHING WIRE HANGERS

AND CAPABLE OF SUSTAINING, WITHOUT FAILURE, A LOAD EQUAL TO 5 TIMES THAT IMPOSED BY CONSTRUCTION AS

DETERMINED BY TESTING ACCORDING TO ASTM E 488 BY AN INDEPENDENT TESTING AGENCY.

2. POWDER-ACTUATED FASTENERS: SUITABLE FOR APPLICATION INDICATED, FABRICATED FROM CORROSION-RESISTANT

MATERIALS WITH CLIPS OR OTHER DEVICES FOR ATTACHING HANGERS OF TYPE INDICATED, AND CAPABLE OF

SUSTAINING, WITHOUT FAILURE, A LOAD EQUAL TO 10 TIMES THAT IMPOSED BY CONSTRUCTION AS DETERMINED BY

TESTING ACCORDING TO ASTM E 1190 BY AN INDEPENDENT TESTING AGENCY.

3. WIRE HANGERS: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.162-INCH (4.12-MM) DIAMETER.

4. FLAT HANGERS: STEEL SHEET, 1 BY 3/16 INCH (25.4 BY 4.76 MM) BY LENGTH INDICATED.

F. CARRYING CHANNELS: COLD-ROLLED, COMMERCIAL-STEEL SHEET WITH A BASE-METAL THICKNESS OF 0.0538 INCH (1.37 MM) AND

MINIMUM 1/2-INCH- (12.7-MM-) WIDE FLANGES.

G. STEEL STUDS AND RUNNERS: ASTM C 645. MINIMUM BASE-METAL THICKNESS: 0.0179 INCH (0.45 MM).

H. SLIP-TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE ONE OF THE FOLLOWING:

1. DOUBLE-RUNNER SYSTEM: ASTM C 645 TOP RUNNERS, INSIDE RUNNER WITH 2-INCH- (50.8-MM-) DEEP FLANGES IN

THICKNESS NOT LESS THAN INDICATED FOR STUDS AND FASTENED TO STUDS, AND OUTER RUNNER SIZED TO FRICTION FIT

INSIDE RUNNER.

2. DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED TO PREVENT CRACKING OF FINISHES APPLIED TO INTERIOR

PARTITION FRAMING RESULTING FROM DEFLECTION OF STRUCTURE ABOVE; IN THICKNESS NOT LESS THAN INDICATED FOR

STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS.

I. FLAT STRAP AND BACKING PLATE: STEEL SHEET FOR BLOCKING AND BRACING IN LENGTH AND WIDTH

INDICATED. MINIMUM BASE-METAL THICKNESS: 0.0179 INCH (0.45 MM).

J. COLD-ROLLED CHANNEL BRIDGING: 0.0538-INCH (1.37-MM) BARE-STEEL THICKNESS, WITH MINIMUM 1/2-INCH- (12.7-MM-) WIDE

FLANGES.

K. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645. MINIMUM BASE METAL THICKNESS: 0.0179 INCH (0.45 MM).

L. COLD-ROLLED FURRING CHANNELS: 0.0538-INCH (1.37-MM) BARE-STEEL THICKNESS, WITH MINIMUM 1/2-INCH- (12.7-MM-) WIDE

FLANGES.

M. FASTENERS FOR METAL FRAMING: OF TYPE, MATERIAL, SIZE, CORROSION RESISTANCE, HOLDING POWER, AND OTHER PROPERTIES

REQUIRED TO FASTEN STEEL MEMBERS TO SUBSTRATES.

N. INSTALLATION STANDARD: ASTM C 754.

1. GYPSUM BOARD ASSEMBLIES: ALSO COMPLY WITH REQUIREMENTS IN ASTM C 840 THAT APPLY TO FRAMING INSTALLATION.

O. SUSPEND HANGERS FROM BUILDING STRUCTURE AS FOLLOWS:

1. INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH INSULATION OR OTHER OBJECTS WITHIN CEILING PLENUM THAT

ARE NOT PART OF SUPPORTING STRUCTURAL OR SUSPENSION SYSTEM.

2. SPLAY HANGERS ONLY WHERE REQUIRED TO MISS OBSTRUCTIONS AND OFFSET RESULTING HORIZONTAL FORCES BY

BRACING, COUNTERSPLAYING, OR OTHER EQUALLY EFFECTIVE MEANS.

3. WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM PRODUCES HANGER SPACINGS THAT

INTERFERE WITH LOCATIONS OF HANGERS REQUIRED TO SUPPORT STANDARD SUSPENSION SYSTEM MEMBERS, INSTALL

SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS IN THE FORM OF TRAPEZES OR EQUIVALENT DEVICES.

4. DO NOT ATTACH HANGERS TO STEEL ROOF DECK.

5. DO NOT ATTACH HANGERS TO PERMANENT METAL FORMS. FURNISH CAST-IN-PLACE HANGER INSERTS THAT EXTEND

THROUGH FORMS.

6. DO NOT ATTACH HANGERS TO ROLLED-IN HANGER TABS OF COMPOSITE STEEL FLOOR DECK.

7. DO NOT CONNECT OR SUSPEND STEEL FRAMING FROM DUCTS, PIPES, OR CONDUIT.

P. SEISMIC BRACING: SWAY-BRACE SUSPENSION SYSTEMS WITH HANGERS USED FOR SUPPORT.

Q. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR MASONRY WALLS OR DISSIMILAR METALS AT EXTERIOR WALLS, INSTALL ISOLATION STRIP BETWEEN STUDS AND EXTERIOR WALL.

R. INSTALL TRACKS (RUNNERS) AT FLOORS AND OVERHEAD SUPPORTS. EXTEND FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS

OR SUBSTRATES ABOVE SUSPENDED CEILINGS, EXCEPT WHERE PARTITIONS ARE INDICATED TO TERMINATE AT SUSPENDED

CEILINGS. CONTINUE FRAMING AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING.

S. SLIP-TYPE HEAD JOINTS: WHERE FRAMING EXTENDS TO OVERHEAD STRUCTURAL SUPPORTS, INSTALL TO PRODUCE JOINTS AT TOPS

OF FRAMING SYSTEMS THAT PREVENT AXIAL LOADING OF FINISHED ASSEMBLIES.

9.2 GYPSUM WALLBOARD

A. GENERAL: COMPLYING WITH ASTM C 36/C 36M OR ASTM C 1396/C 1396M, AS APPLICABLE TO TYPE OF GYPSUM BOARD

INDICATED AND WHICHEVER IS MORE STRINGENT.

B. REGULAR TYPE: THICKNESS: 5/8 INCH (15.9 MM). LONG EDGES: TAPERED.

C. TYPE X: THICKNESS: 5/8 INCH (15.9 MM). LONG EDGES: TAPERED.

D. WATER-RESISTANT GYPSUM BACKING BOARD: ASTM C 630/C 630M OR ASTM C 1396/C 1396M, 5/8 INCH (15.9 MM), TYPE X.

E. CEMENTITIOUS BACKER UNITS: ANSI A108.1, THICKNESS: AS INDICATED ON DRAWINGS.

F. INTERIOR TRIM: ASTM C 1047.

G. JOINT TREATMENT: COMPLY WITH ASTM C 475/C 475M.

H. JOINT TAPE:

1. INTERIOR GYPSUM WALLBOARD: PAPER.

2. EXTERIOR GYPSUM SOFFIT BOARD: PAPER.

3. GLASS-MAT GYPSUM SHEATHING BOARD: 10-BY-10 GLASS MESH.

4. TILE BACKING PANELS: AS RECOMMENDED BY PANEL MANUFACTURER.

I. JOINT COMPOUND FOR INTERIOR GYPSUM WALLBOARD: FOR EACH COAT USE FORMULATION THAT IS

COMPATIBLE WITH OTHER COMPOUNDS APPLIED ON PREVIOUS OR FOR SUCCESSIVE COATS

J. JOINT COMPOUND FOR TILE BACKING PANELS: WATER-RESISTANT GYPSUM BACKING BOARD: USE SETTING-TYPE

TAPING COMPOUND AND SETTING-TYPE, SANDABLE TOPPING COMPOUND.

K. JOINT COMPOUND FOR CEMENTITIOUS BACKER UNITS: AS RECOMMENDED BY BACKER UNIT MANUFACTURER.

L. STEEL DRILL SCREWS: ASTM C 1002, UNLESS OTHERWISE INDICATED.

M. APPLYING AND FINISHING PANELS, GENERAL:

1. COMPLY WITH ASTM C 840.

2. WATER-RESISTANT GYPSUM BACKING BOARD: INSTALL AT SHOWERS, TUBS, AND WHERE INDICATED. INSTALL WITH 1/4-INCH

(6.4-MM) GAP WHERE PANELS ABUT OTHER CONSTRUCTION OR PENETRATIONS.CEMENTITIOUS BACKER UNITS: ANSI A108.1, AT LOCATIONS INDICATED TO RECEIVE TILE.

N. CONTROL JOINTS: INSTALL CONTROL JOINTS AT LOCATIONS INDICATED ON DRAWINGS.

O. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW:

1. LEVEL 1: CEILING PLENUM AREAS, CONCEALED AREAS, AND WHERE INDICATED.

2. LEVEL 2: PANELS THAT ARE SUBSTRATE FOR TILE.

3. LEVEL 4: AT PANEL SURFACES THAT WILL BE EXPOSED TO VIEW, UNLESS OTHERWISE INDICATED.

9.3 TILING

A. PROVIDE SAMPLES FOR EACH TYPE AND COMPOSITION OF TILE AND FOR EACH COLOR AND FINISH REQUIRED.

B. ANSI CERAMIC TILE STANDARD: PROVIDE STANDARD GRADE TILE THAT COMPLIES WITH ANSI A137.1 FOR TYPES, COMPOSITIONS, AND OTHER CHARACTERISTICS INDICATED.

C. REFER TO DRAWINGS FOR TILE MANUFACTURER, PATTERN, COLOR, AND SIZES.

D. PORTLAND CEMENT MORTAR (THICKSET) INSTALLATION MATERIALS: ANSI A108.02.

E. LATEX-PORTLAND CEMENT MORTAR (THIN SET): ANSI A118.4.

F. ORGANIC ADHESIVE: ANSI A136.1, TYPE I, WITH A VOC CONTENT OF 65 G/L OR LESS WHEN CALCULATED ACCORDING TO

40 CFR 59, SUBPART D (EPA METHOD 24).

G. POLYMER-MODIFIED TILE GROUT: ANSI A118.7.

H. TROWELABLE UNDERLAYMENTS AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND CEMENT-BASED FORMULATION

PROVIDED OR APPROVED BY MANUFACTURER OF TILE-SETTING MATERIALS FOR INSTALLATIONS INDICATED.

I. GROUT SEALER: MANUFACTURER'S STANDARD SILICONE PRODUCT FOR SEALING GROUT JOINTS AND THAT DOES NOT CHANGE

COLOR OR APPEARANCE OF GROUT.

J. COMPLY WITH TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION" FOR TCA INSTALLATION METHODS SPECIFIED IN TILE

INSTALLATION SCHEDULES. COMPLY WITH PARTS OF THE ANSI A108 SERIES "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE"

THAT ARE REFERENCED IN TCA INSTALLATION METHODS, SPECIFIED IN TILE INSTALLATION SCHEDULES, AND APPLY TO TYPES OF

SETTING AND GROUTING MATERIALS USED.

9.4 RESILIENT BASE AND ACCESSORIES

A. RESILIENT BASE STANDARD: ASTM F 1861.

1. MATERIAL REQUIREMENT: TYPE TS (RUBBER, VULCANIZED THERMOSET) OR TYPE TP (RUBBER, THERMOPLASTIC).

2. MANUFACTURING METHOD: GROUP I (SOLID, HOMOGENEOUS).

3. STYLE: COVE (BASE WITH TOE) OR STRAIGHT (FLAT OR TOELESS).

4. MINIMUM THICKNESS: 0.125 INCH (3.2 MM).

5. HEIGHT: AS INDICATED ON DRAWINGS.

6. LENGTHS: COILS IN MANUFACTURER'S STANDARD LENGTH.

7. CORNERS: JOB FORMED OR PREFORMED.

8. COLORS AND PATTERNS: AS SELECTED BY ARCHITECT FROM FULL RANGE OF INDUSTRY COLORS.

B. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT RESILIENT PRODUCTS AND SUBSTRATE

CONDITIONS INDICATED.

C. PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF RESILIENT

PRODUCTS.

DO NOT INSTALL RESILIENT PRODUCTS UNTIL THEY ARE SAME TEMPERATURE AS THE SPACE WHERE THEY ARE

TO BE INSTALLED.

C. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT PRODUCTS.

D. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND PROTECTION OF RESILIENT PRODUCTS.

DIVISION 10 SPECIALTIES

10.1 STEEL TOILET COMPARTMENTS

A. QUALITY ASSURANCE:

1. SURFACE-BURNING CHARACTERISTICS: AS DETERMINED BY TESTING IDENTICAL PRODUCTS ACCORDING TO ASTM E 84, OR

ANOTHER STANDARD ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, BY A QUALIFIED TESTING AGENCY. IDENTIFY

PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY.

2. REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE PROVISIONS IN THE U.S. ARCHITECTURAL & TRANSPORTATION

BARRIERS COMPLIANCE BOARD'S "AMERICANS WITH DISABILITIES ACT (ADA) AND ARCHITECTURAL BARRIERS ACT (ABA)

ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" AND ICC/ANSI A117.1 FOR TOILET COMPARTMENTS DESIGNATED

AS ACCESSIBLE.

B. STEEL TOILET COMPARTMENTS:

1. TOILET-ENCLOSURE STYLE: FLOOR-MOUNTED

2. URINAL-SCREEN STYLE: WALL HUNG, FLAT PANEL.

3. DOOR, PANEL, AND PILASTER CONSTRUCTION: SEAMLESS, METAL FACING SHEETS PRESSURE LAMINATED TO CORE MATERIAL;

WITH CONTINUOUS, INTERLOCKING MOLDING STRIP OR LAPPED-AND-FORMED EDGE CLOSURES; CORNERS SECURED BY

WELDING OR CLIPS AND EXPOSED WELDS GROUND SMOOTH. PROVIDE WITH NO-SIGHTLINE SYSTEM. EXPOSED SURFACES

SHALL BE FREE OF PITTING, SEAM MARKS, ROLLER MARKS, STAINS, DISCOLORATIONS, TELEGRAPHING OF CORE MATERIAL, OR OTHER IMPERFECTIONS.

C. URINAL-SCREEN CONSTRUCTION: FLAT-PANEL URINAL SCREEN: MATCHING PANEL CONSTRUCTION.

D. FACING SHEETS AND CLOSURES: ELECTROLYTICALLY COATED STEEL SHEET WITH NOMINAL BASE-METAL (UNCOATED)

THICKNESSES STANDARD WITH MANUFACTURER.

E. PILASTER SHOES AND SLEEVES (CAPS): STAINLESS-STEEL SHEET, NOT LESS THAN 3 INCHES (76 MM) HIGH, FINISHED TO MATCH

HARDWARE.

F. STEEL-SHEET FINISH: MANUFACTURER'S STANDARD BAKED-ON FINISH, WITH ONE COLOR IN EACH ROOM.

1. COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE.

G. HARDWARE AND ACCESSORIES: MANUFACTURER'S STANDARD DESIGN, HEAVY-DUTY OPERATING HARDWARE AND ACCESSORIES.

1. MATERIAL: STAINLESS STEEL.

H. OVERHEAD BRACING: MANUFACTURER'S STANDARD CONTINUOUS, EXTRUDED-ALUMINUM HEAD RAIL WITH ANTIGRIP PROFILE

AND IN MANUFACTURER'S STANDARD FINISH.

I. ANCHORAGES AND FASTENERS: MANUFACTURER'S STANDARD EXPOSED FASTENERS OF STAINLESS STEEL OR CHROME-PLATED

STEEL OR BRASS, FINISHED TO MATCH THE ITEMS THEY ARE SECURING, WITH THEFT-RESISTANT-TYPE HEADS. PROVIDE SEX-TYPE

BOLTS FOR THROUGH-BOLT APPLICATIONS. FOR CONCEALED ANCHORS, USE STAINLESS STEEL, HOT-DIP GALVANIZED STEEL, OR

OTHER RUST-RESISTANT, PROTECTIVE-COATED STEEL.

J. DOOR SIZE AND SWINGS: UNLESS OTHERWISE INDICATED, PROVIDE 28-INCH- (610-MM-) WIDE, IN-SWINGING DOORS FOR

STANDARD TOILET COMPARTMENTS AND 36-INCH- (914-MM-) WIDE, OUT-SWINGING DOORS WITH A MINIMUM 32-INCH- (813-MM-)

WIDE, CLEAR OPENING FOR COMPARTMENTS DESIGNATED AS ACCESSIBLE.

K. COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. INSTALL UNITS RIGID, STRAIGHT, LEVEL, AND PLUMB.

SECURE UNITS IN POSITION WITH MANUFACTURER'S RECOMMENDED ANCHORING DEVICES.

L. HARDWARE ADJUSTMENT: ADJUST AND LUBRICATE HARDWARE ACCORDING TO HARDWARE MANUFACTURER'S WRITTEN

INSTRUCTIONS FOR PROPER OPERATION. SET HINGES ON IN-SWINGING DOORS TO HOLD DOORS OPEN APPROXIMATELY 30

DEGREES FROM CLOSED POSITION WHEN UNLATCHED. SET HINGES ON OUT-SWINGING DOORS TO RETURN DOORS TO FULLY

CLOSED POSITION.

10.2 TOILET ACCESSORIES

A. SUBMIT PROPOSED PRODUCT SCHEDULE.

B. TOILET TISSUE (ROLL) DISPENSER:

1. DESCRIPTION: SEE INTERIOR ELEVATION KEYNOTES.

2. MOUNTING: SURFACE MOUNTED.

D. LIQUID-SOAP DISPENSER:

1. DESCRIPTION: SEE INTERIOR ELEVATION KEYNOTES.

E. GRAB BAR:

1. MOUNTING: FLANGES WITH CONCEALED FASTENERS.

2. MATERIAL: STAINLESS STEEL, 0.05 INCH (1.3 MM) THICK.

3. FINISH: SMOOTH, NO. 4, SATIN FINISH.

4. OUTSIDE DIAMETER: 1-1/4 INCHES (32 MM).

5. CONFIGURATION AND LENGTH: AS INDICATED ON DRAWINGS..

F. SEAT-COVER DISPENSER:

1. MOUNTING: SURFACE MOUNTED.

2. EXPOSED MATERIAL AND FINISH: STAINLESS STEEL, NO. 4 FINISH (SATIN).

3. LOCKSET: TUMBLER TYPE.

G. MIRROR UNIT:

9. FRAME: STAINLESS-STEEL CHANNEL.

10. CORNERS: MANUFACTURER'S STANDARD.

11. SIZE; AS INDICATED.

H. UNDER LAVATORY GUARD:

1. DESCRIPTION: INSULATING PIPE COVERING FOR SUPPLY AND DRAIN PIPING ASSEMBLIES, THAT PREVENT DIRECT CONTACT

WITH AND BURNS FROM PIPING, AND ALLOW SERVICE ACCESS WITHOUT REMOVING COVERINGS.

2.. MATERIAL AND FINISH: ANTIMICROBIAL, MOLDED-PLASTIC, WHITE.

I. INSTALL ACCESSORIES ACCORDING TO MANUFACTURERS' WRITTEN INSTRUCTIONS, USING FASTENERS APPROPRIATE TO

SUBSTRATE INDICATED AND RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS LEVEL, PLUMB, AND FIRMLY ANCHORED IN

LOCATIONS AND AT HEIGHTS INDICATED.

10.3 SIGNAGE

C. PROVIDE ONE TOILET ROOM SIGN AT EACH DOOR TO TOILET ROOM WITH INTERNATIONAL SYMBOL FOR ACCESSIBILITY IN

ACCORDANCE WITH ANSI 117.1 AND ADA.

PROVIDE ONE TACTILE EXIT SIGN AT EACH MEANS OF EGRESS EXTERIOR EXIT DISCHARGE DOOR COMPLYING WITH ANSI 117.1.

230257.01

/0

/2

P A

G E T

U R

N C

H E C

K S

E T

/0

/2

P E R

M

IT

S E T

C 2025 CIDA, P.C./CIDA ALL RIGHTS RESERVED

IS

S U

E D

D A

T E

1 5 8 9 5 S W 7 2 N D A V E S U I T E 2 0 0

P O R T L A N D , O R E G O N 9 7 2 2 4

T E L : 5 0 3 . 2 2 6 . 1 2 8 5

F A X : 5 0 3 . 2 2 6 . 1 6 7 0

W W W . C I D A I N C . C O M

E :\a d ca d d \2

\0

.0

O

M D

R e d m o n d \0

-C u rr e n t\

C A

D \0

G

N .d w g

D e c

, 2

:1 p m

ARCHITECTURE

ENGINEERING

P L A N N I N G

I N T E R I O R S

T E N

A N

T I M

P R

O V

E M

E N

T F

O R

O M

D R

ED

M

O N

D

LO

CK

ER

R

O O

M E

XP

A

N

SI

O N

O

C H

O C

O W

A Y

R E D

M O

N D

, O R

E G

O N

GN1

GENERAL NOTES

PRELIMINARY

PLAN ONLY-NOT

A

B

C

D

E

A

B

C

D

E

230257.01

/0

/2

P A

G E T

U R

N C

H E C

K S

E T

/0

/2

P E R

M

IT

S E T

C 2025 CIDA, P.C./CIDA ALL RIGHTS RESERVED

IS

S U

E D

D A

T E

1 5 8 9 5 S W 7 2 N D A V E S U I T E 2 0 0

P O R T L A N D , O R E G O N 9 7 2 2 4

T E L : 5 0 3 . 2 2 6 . 1 2 8 5

F A X : 5 0 3 . 2 2 6 . 1 6 7 0

W W W . C I D A I N C . C O M

E :\a d ca d d \2

\0

.0

O

M D

R e d m o n d \0

-C u rr e n t\

C A

D \A

.1

D E M

O P

L A

N A

N D

F L O

O R

P L A

N .d w g

D e c

, 2

:1 p m

ARCHITECTURE

ENGINEERING

P L A N N I N G

I N T E R I O R S

T E N

A N

T I M

P R

O V

E M

E N

T F

O R

O M

D R

ED

M

O N

D

LO

CK

ER

R

O O

M E

XP

A

N

SI

O N

O

C H

O C

O W

A Y

R E D

M O

N D

, O R

E G

O N

A

A1.1

DEMO & FLOOR PLAN

GENERAL NOTES

DEMOLITION LEGEND

DEMOLITION KEYNOTES

(E) EXTERIOR WALL

EXISTING(E)

NEW(N)

FACE OF FINISHF.O.F.

1. ALL CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS SHALL BE VERIFIED BY THE

CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT / ENGINEER OF ANY

DISCREPANCIES PRIOR TO THE START OF WORK.

2. ALL DIMENSIONS ARE TO CENTER OF STUD AT NEW WALLS AND TO FACE OF FINISH AT

EXISTING EXTERIOR WALLS U.N.O.

3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED AS REQUIRED BY

APPLICABLE STANDARDS

4. ALL ELECTRICAL OUTLETS TO CONFORM W/ 2025 OREGON SPECIALTY ELECTRICAL CODE.

5. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED

ON DRAWINGS PRIOR TO START OF CONSTRUCTION. NOTIFY A/E OF ANY

DISCREPANCIES.

6. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE,

AND LOCAL CODES. ALL CODE REFERENCES IN THE DRAWINGS AND SPECIFICATIONS

SHALL MEAN, AND ARE INTENDED TO BE THE LATEST EDITION, AMENDMENT OR REVISION

OF SUCH REFERENCED STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT

DOCUMENTS.

7. CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING AND INSPECTIONS.

8. ALL DOOR HARDWARE SHALL MEET THE REQUIREMENTS OF ANSI A117.1 2009 EDITION

AND THE ADA.

9. ALL DOORS AND WINDOWS SHALL MEET OR EXCEED THE ENERGY PERFORMANCE

REQUIREMENTS INDICATED IN THE DRAWINGS AND SPECS.

10. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906 OFC AND

APPROVED BY LOCAL FIRE MARSHALL.

11. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE

PROVIDED AS PER SECTION 1203 & 1205 OSSC.

12. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION

1011 OF THE OSSC.

13. DIMENSIONS LOCATING INTERIOR WALLS ARE TO CENTER OF WALL UNLESS NOTED

OTHERWISE.

14. ALL EXISTING PLUMBING FIXTURES ARE TO REMAIN, UNLESS OTHERWISE NOTED.

DEMOLISH DOOR

HOSE BIB+HB

FLOOR PLAN KEYNOTES

A INTERIOR STUD WALL

1/4" = 1'-0"

DEMOLITION PLAN1

NORTH

A1.1

DEMOLISH PORTION OF WALL

CORRIDOR

ROOM NAME & NUMBER

UNLESS NOTED OTHERWISEU.N.O.

FD

FLOOR DRAIN

1/4" = 1'-0"

FLOOR PLAN2

NORTH

A1.1

B

REMOVE AND SALVAGE FURNITURE FOR REUSE

DEMOLISH WALL

C

DEMOLISH PLUMBING FIXTURED

DEMOLISH WALL - OPENING SIZE PER STRUCTURAL

(E) CORRIDOR

(E) WOMEN'S T.R.

(E) CUSTODIAL

(E) MEN'S T.R.

MEN'S LOCKER ROOM

WOMEN'S…