Final_Construction_Plans.pdf

VICINITY / SITE MAPABBREVIATIONS SYMBOLS

PROJECT TEAM

VICINITY MAP

SCALE: N.T.S.

ACOUS. ACOUSTICAL

A.F.F. ABOVE FINISH FLOOR

ALT. ALTERNATE

ALUM. ALUMINUM (ALSO 'AL')

@ AT

BD. BOARD

BRG. BEARING

BLKG. BLOCKING

CLG. CEILING

CL CENTERLINE

COL. COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

CJ CONTROL JOINT

DET. DETAIL

DIA. DIAMETER

DN DOWN

D.S. DOWN SPOUT

DWG(S). DRAWING(S)

EA. EACH

E.C. ELECTRICAL

CONTRACTOR

ELEC. ELECTRICAL

E.P. ELECTRICAL PANEL

E.T.R. EXISTING TO REMAIN

E.W. EACH WAY

E.W.C. ELECTRIC WATER

COOLER

ELEV. ELEVATION (ALSO 'EL.')

EXIST. EXISTING (ALSO 'EXG.')

EXP. EXPANSION

E.J. EXPANSION JOINT

F.F. FINISH FLOOR

F.E. FIRE EXTINGUISHER

ON BRACKET

F.E.C. FIRE EXTINGUISHER IN

CABINET

F.D. FLOOR DRAIN

F.P.C. FIRE PROTECTION

CONTRACTOR

FRT FIRE RETARDANT TREATED

FTG. FOOTING

F.V. FIELD VERIFY

GA. GAUGE

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

GYP. GYPSUM

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

INSUL. INSULATION

JT. JOINT

MANF'R. MANUFACTURER

(ALSO 'MFR.')

M.C. MECHANICAL

CONTRACTOR

M.H. MANHOLE

M.O. MASONRY OPENING

MFG. MANUFACTURING

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O/ ON OR OVER

O.C. ON CENTER

P.C. PLUMBING

CONTRACTOR

PL. LAM. PLASTIC LAMINATE

(ALSO 'PL')

PLUMB. PLUMBING

+/- PLUS OR MINUS

P PROPERTY LINE

PLYWD. PLYWOOD

REINF. REINFORCING

R RISER

R.D. ROOF DRAIN

REQ. REQUIRED

R.O. ROUGH OPENING

SIM. SIMILAR

SPECS. SPECIFICATIONS

S.S. STAINLESS STEEL

ST. STEEL (ALSO 'STL')

STRUCT. STRUCTURAL

S.O.G. SLAB ON GRADE

SUSP. SUSPENDED

T TREAD

T.O.F. TOP OF FOOTING

T.O.M. TOP OF MASONRY

T.O.S. TOP OF STEEL

TYP. TYPICAL

U.N.O UNLESS NOTED

OTHERWISE

VERT. VERTICAL

V.T.R. VENT THRU ROOF

W/ WITH

WD. WOOD

PREPARED FOR:

SLATER HALL COMMUNITY

CENTER REHABILITATION

COUNTY OF GREENVILLE

301 UNIVERSITY RIDGE

GREENVILLE, SC 29601

A000

A000

SECTION CUT

REFERENCE

ENLARGED PLAN/

DETAIL

REFERENCE

A000

A000

00 00

ROOM NAME

EXTERIOR

ELEVATION

REFERENCE

INTERIOR

ELEVATION

REFERENCE

ROOM NAME & NUMBER

000 DOOR NUMBER

WALL TYPE

0'-00"0 CEILING HEIGHT/TYPE

A WINDOW TYPE

PROJECT DESCRIPTION

BASE BUILDING INFORMATION:

THE PROPERTY IS COMPOSED OF APPROXIMATELY 3.83 ACRE-PARCEL WITH

HISTORIC 2-STORY BUILDING, SINGLE-STORY ANNEX, PARKING LOT,

PLAYGROUND, AND SPORTS COURTS. THE EXISTING 2-STORY BUILDING,

BUILT CIRCA 1934, INCLUDES ENTRY, GYM, STAGE, AND RESTROOMS

COMPRISING THE MAIN LEVEL. THE SECOND FLOOR, AND HIGHEST LEVEL OF

THE BUILDING, IS LOCATED ABOVE THE GYM, AND IS CURRENTLY NOT IN

USE. THE AREA ABOVE THE RESTROOMS AT THE INTERMEDIATE LANDING

OF THE STAIRS FUNCTIONS AS AN ENCLOSED MEZZANINE, CURRENTLY

USED FOR STORAGE.

PIN #: 0518001000300

ADDRESS: 5 WHITNEY STREET, SLATER SC 29683

ZONING; UNZONED

LAND USE: 770 - RECREATION - COMMUNITY RECREATION

THE PROPOSED USE OF THE STRUCTURE IS TO REMAIN AS COMMUNITY

MEETING AND RECREATIONAL USE, CURRENT FUNCTIONS OCCURRING IN

THE ANNEX BUILDING WILL BE MOVED TO THE MAIN BUILDING ONCE

REHABILITATION IS COMPLETE. CURRENT PROGRAMS INCLUDE SUMMER

DAY CAMP AND AFTER SCHOOL PROGRAMMING FOR ELEMENTARY-AGED

CHILDREN AND ACTIVE ADULTS/SENIORS ACTIVITIES (3 TIMES A WEEK), AND

PERIODIC SPECIAL EVENTS (WEDDINGS, BIRTHDAYS, COMMUNITY EVENTS,

ETC.) FUTURE PROGRAMMING MAY INCLUDE PRE-TEEN AND TEEN SUMMER

CAMP ACTIVITIES, POTENTIAL RENTALS TO OUTSIDE GROUPS FOR ARTS,

CULTURAL, AND RECREATIONAL ACTIVITIES. INTERIOR UPPER LEVEL

SPACES WILL PROVIDE OPPORTUNITIES FOR MULTI-PURPOSE USE TO

SUPPORT THESE ACTIVITIES WITH ACTIVITY ROOMS, RESTROOMS, AND

WARMING KITCHEN.

SCOPE OF WORK

SCOPE OF PROJECT IS LIMITED TO INTERIOR REHABILITATION. PRIMARY

SCOPE OF WORK INCLUDES IMPROVING ACCESSIBILITY OF THE FACILITY

WITH AN ELEVATOR, REPLACEMENT OF MECHANICAL AND ELECTRICAL

SYSTEMS THROUGHOUT THE BUILDING, ELIMINATION OF EXISTING FIRE

ESCAPES, RECONSTITUTING OCCUPANCY OF SECOND FLOOR FOR

COMMUNITY CENTER PROGRAM SPACE, PROVIDING APPROPRIATE LIFE-

SAFETY AND EGRESS IMPROVEMENTS TO SUPPORT RESTORED

FUNCTIONALITY OF THE FACILITY, AND REPAIRING EXISTING HISTORIC

INTERIOR FINISHES.

SITE WORK IS LIMITED TO RELOCATING DRAINAGE AND ASSOCIATED

SIDEWALK REPAIRS.

CONSTRUCTION ADMINISTRATION BY OWNER

THE CONTRACT BETWEEN OWNER AND THE ARCHITECT AND ENGINEERING

CONSULTANTS INCLUDES COMPLETION OF PERMIT/CONSTRUCTION

DOCUMENTS. THE OWNER HAS ELECTED NOT TO CONTRACT WITH THE

ARCHITECT AND ENGINEERING CONSULTANTS FOR CONSTRUCTION

ADMINISTRATION SERVICES. THE OWNER ASSUMES RESPONSIBILITY FOR

PERIODIC SITE OBSERVATIONS OF THE CONSTRUCTION PROGRESS AND

QUALITY, REVIEW OF CONTRACTOR SUBMITTAL DATA AND DRAWINGS, AND

REPORTING TO THE BUILDING OFFICIAL AND ANY VIOLATIONS OF CODES OR

SUBSTANTIAL DEVIATIONS FROM THE CONTRACT DOCUMENTS WHICH THE

OWNER OBSERVES.

DRAWING INDEX

OWNER: GREENVILLE COUNTY PARKS, RECREATION,

& TOURISM

4806 OLD SPARTANBURG ROAD

TAYLORS, SC 29687

PHONE: 864.331.9631

CONTACT: TY HOUCK

HISTORIC CONSULTANT/ PRESERVATIN SOUTH, LLC

OWNER'S REP.: PO BOX 1595

GREENVILLE, SC 29621

PHONE: 770.894.2981

CONTACT: KYLE CAMPBELL

ARCHITECT: MAY COLLABORATIVE LLC

170 S. BROAD STREET, 2B

BREVARD, NC 28712

PHONE: 828.866.3104

CONTACT: MELANIE SPREEN, RA

STRUCTURAL: MICHAEL M. SIMPSON & ASSOCIATES, INC.

30 PATEWOOD DR #100

GREENVILLE, SC 29615

PHONE: 864.331.1201

CONTACT: MICHAEL M. SIMPSON, PE

MECHANICAL, PLUMBING, CAROLINA ENGINEERING SOLUTIONS, LLC

ELECTRICAL, FIRE PROTECTION: 8 W. MCBEE AVE, #203

GREENVILLE, SC 29601

PHONE: 864.370.9355

CONTACT: JAMES JOYE, PE

CIVIL/LANDSCAPE ARCHITECTURE: ARBOR LAND DESIGN, LLC

49 GREENLAND DRIVE

GREENVILLE, SC 29615

PHONE: 864.495.4467

CONTACT: JASON SMIT, LA

GENERAL NOTES

PROJECT SITE

MATERIALS

EARTH

GRAVEL

CONCRETE

CONCRETE BLOCK

MASONRY

BRICK MASONRY

CUT STONE

STRUCTURAL STEEL/METAL

ROUGH WOOD/LUMBER

PLYWOOD

FINISH WOOD

GYPSUM BOARD

BATT INSULATION

RIGID INSULATION

GLAZING

1. THESE CONTRACT DOCUMENTS SHOULD BE USED AS A

GUIDE ONLY, THE CONTRACTOR (OR ANY

SUBCONTRACTOR THRU THE G.C.) SHALL FIELD VERIFY

ALL EXISITING SITE CONDITIONS PRIOR TO

CONSTRUCTION, MANUFACTURING, OR INSTALLATION OF

THE BUILDING OR ANY PORTION THEREOF.

2. THE CONTRACTOR (OR ANY SUB-CONTRACTOR THRU THE

G.C.) SHALL NOTIFY THE ARCHITECT IN WRITING

IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES

WITHIN THE CONTRACT DOCUMENTS. THE G.C. OR HIS/

HER SUB CONTRACTOR'S SHALL PROCEED PER

ARCHITECT'S WRITTEN CLARIFICATION OF ANY

DISCREPANCY OR OMISSION FOUND.

3. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED

ON DRAWINGS FOR LAYOUT OF WORK.

4. PROVIDE WOOD BLOCKING IN STUD WALLS BETWEEN

WALL STUDS AS REQUIRED FOR INSTALLATION OF

FIXTURES, EQUIPMENT, CABINETS, RAILINGS, AND OTHER

ITEMS OF WORK REQUIRING ATTACHMENT OR SUPPORT,

ALSO INCLUSIVE OF ALL REQUIREMENTS OF IBC AND ANSI

117.1-03.

5. CONTRACTOR SHALL COORDINATE AND VERIFY ALL

DIMENSIONS AND ELEVATIONS SHOWN HEREIN WITH

PLANS, SECTIONS, AND DETAILS PRIOR TO

CONSTRUCTION OR MATERIAL PURCHASE AND SHALL

NOTIFY ARCHITECT IN WRITING OF DISCREPANCIES.

6. IF PARTITION IS TO BE INSULATED, ALL INSULATION SHALL

BE UNFACED OR HAVE A FLAME SPREAD INDEX OF NOT

MORE THAN 25 & A SMOKE DEVELOPED INDEX OF NOT

MORE THAN 450.

7. ALL FINISHES TO COMPLY WITH TABLE 803.3 PER I.F.C.

8. GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL

EQUIPMENT AND CONDUIT FOR INSTALL BY OWNER

AND/OR OWNER'S VENDOR PRIOR TO INSTALLATION OF

EQUIPMENT OR OUTLETS.

9. FINAL LOCATION OF FIRE EXTINGUISHERS TO BE

COORDINATED BY G.C., FIRE MARSHALL & BUILDING

INSPECTOR. G.C. TO REVIEW BUILDING PLANS FOR

LOCATION WITH FIRE MARSHALL & WALK THROUGH

BUILDING PRIOR TO SUBSTAINTIAL COMPLETION TO

VERIFY LOCATION & NUMBER OF EXTINGUISHERS.

LOCATION & NUMBER TO BE APPROVED IN WRITING BY

INSPECTOR. ARCHITECT DOES NOT PROVIDE NOR TAKE

RESPONSIBILITY FOR THE FINAL NUMBER OR LOCATION

OF FIRE EXTINGUISHERS.

Project No:

Issue DescriptionDate

C Copyright May Collaborative PLLC All Rights Reserved

170 South Broad Street, Suite 2B

Brevard, North Carolina 28712-3738 p 828.866.3104 www.designwithmay.com

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TITLE SHEET, VICINITY MAP,

DRAWING INDEX

2023-019

5 Whitney Street Slater, South Carolina 29683

SLATER HALL COMMUNITY CENTER

REHABILITATION

G100

County of Greenville

G100 TITLE SHEET, VICINITY MAP, DRAWING INDEX

G101 CODE DATA

G102 CODE DATA PLANS

G103 SPECIFICATIONS

G104 SPECIFICATIONS

G105 SPECIFICATIONS

G106 SPECIFICATIONS

G107 SPECIFICATIONS

C010 C101 C110 S001 S002 S101 S102 S301 S302 D100 D101 A003 A004 A100 A101 A200 A201 A300 A301 A302 A400 A401 A600 A601

FP101

P001 P002 P101 P102 M001 M002 M101 M201 E001 E002 E101 E102 E201 E202

DEMOLITION PLAN

SITE PLAN

SITE DETAILS AND NOTES

GENERAL NOTES

BASIS OF DESIGN

NEW ELEVATOR PIT FOUNDATION AND FRAMING PLANS

NEW ENLARGED STAIR FRAMING PLAN AND SECTIONS

SECTIONS AND DETAILS

SECTIONS AND DETAILS

FIRST FLOOR AND MEZZANINE DEMOLITION PLANS

SECOND FLOOR AND ATTIC DEMOLITION PLANS

DOOR SCHEDULE, DOOR TYPES AND DETAILS

WINDOW TYPES AND DETAILS

FIRST FLOOR PLAN

SECOND FLOOR PLAN

BUILDING ELEVATIONS

BUILDING SECTIONS

ENLARGED PLANS AND INTERIOR ELEVATIONS

ENLARGED PLAN AND STAIR DETAILS - EXTERIOR

ENLARGED ELEVATOR PLANS, SECTIONS, AND DETAILS

FIRST FLOOR REFLECTED CEILING PLAN

SECOND FLOOR REFLECTED CEILING PLAN

FIRST FLOOR FINISH PLAN AND SCHEDULE

SECOND FLOOR FINISH PLAN AND SCHEDULE

FIRE PROTECTION PLAN

PLUMBING SCHEDULES AND NOTES

PLUMBING DETAILS

SANITARY SEWAGE, VENT & GAS PLAN

DOMESTIC WATER PLAN

MECHANICAL NOTES AND DETAILS

MECHANICAL SCHEDULES

MECHANICAL HVAC PLANS

MECHANICAL - 3D AND SECTION VIEWS

ELECTRICAL NOTES AND SYMBOLS

ELECTRICAL SCHEDULES

FIRST FLOOR LIGHTING PLAN

SECOND FLOOR LIGHTING PLAN

FIRST FLOOR POWER PLAN

SECOND FLOOR POWER PLAN

A 5.22.2024 Issued for Permit and Construction

5.22.2024 johnkoury

MC-SC/JK

2'-0" MIN.

1/8" MAXIMUM CLEARANCE

BETWEEN BOX & GYP. BOARD ON

ALL SIDES

CONT. SEALANT AROUND BOX

PER SCBC 714.4.2 DEVICE BOX MAXIMUM SIZE

TO BE 16 SQ. IN.; BOX TO BE SECURELY

FASTENED TO METAL STUD; AGGREGATE

SURFACE AREA OF ALL BOXES SHALL NOT

EXCEED 100 SQ. IN. PER EACH 100 SQ. FT. OF

WALL AREA

NOTE: SIGNAGE SHALL BE 1/32" RAISED GRAPHIC W/ BRAILLE

TYPE 3

NOTE: SIGNAGE PROVIDED AND INSTALLED BY G.C.

NOTE: SIGNAGE SHALL BE 1/32" RAISED GRAPHIC W/ BRAILLE

TYPE 2

NOTE: SIGNAGE PROVIDED AND INSTALLED BY G.C.

NOTE: SIGNAGE SHALL BE 1/32" RAISED GRAPHIC W/ BRAILLE

TYPE 4

NOTE: SIGNAGE PROVIDED AND INSTALLED BY G.C.

EXIT

NOTE: SIGNAGE SHALL BE 1/32" RAISED GRAPHIC W/ BRAILLE

NOTE: SIGNAGE PROVIDED AND INSTALLED BY G.C.

TYPE 1

NOTE: SIGNAGE SHALL BE 1/32" RAISED GRAPHIC W/ BRAILLE

TYPE 5

NOTE: SIGNAGE PROVIDED AND INSTALLED BY G.C.

ELEVATOR

NOTE: SIGNAGE PROVIDED AND

INSTALLED BY G.C.

THIS DOOR

BLOCKED

NOTICE

TYPE 7

NOTE: SIGNAGE SHALL BE 1/32" RAISED

GRAPHIC W/ BRAILLE

Project No:

Issue DescriptionDate

C Copyright May Collaborative PLLC All Rights Reserved

170 South Broad Street, Suite 2B

Brevard, North Carolina 28712-3738 p 828.866.3104 www.designwithmay.com

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CODE DATA

2023-019

5 Whitney Street Slater, South Carolina 29683

SLATER HALL COMMUNITY CENTER

REHABILITATION

G101

County of Greenville

SCALE: 1/4" = 1'-0"G101

1 ADA DOOR CLEARANCES

SCALE: 12" = 1'-0"G101

3 DEVICE IN RATED WALL

A 5.22.2024 Issued for Permit and Construction

SCALE: 1 1/2" = 1'-0"G101

WOMEN'S ACCESSIBLE

TOILET SIGNAGE DETAIL

SCALE: 1 1/2" = 1'-0"G101

SIGN -MEN'S ACCESSIBLE

TOILET SIGNAGE DETAIL

SCALE: 1 1/2" = 1'-0"G101

SIGN_ACCESSIBLE TOILET

SIGNAGE DETAIL

SCALE: 1 1/2" = 1'-0"G101

2 SIGN -EXIT SIGNAGE DETAIL

SCALE: 1 1/2" = 1'-0"G101

ACCESSIBLE ELEVATOR

SIGNAGE DETAIL

SCALE: 1 1/2" = 1'-0"G101

NOTICE THIS

DOOR BLOCKED

5.22.2024

UP

DN

DN

DNDN

DN

UP

DN

UP

M /W

DN

A200

A200

A200

495 SF

34 Occ.

STAGE

ASSEMBLY A-3

2756 SF

56 Occ.

GYMNASIUM

ASSEMBLY A-3

236 SF

WOMEN

133 SF

STAIR

56 OCC @ 50 SF/PP (GYM - PRIMARY OCCUPANCY)

184 OCC @ 15 SF/PP (TOWN HALL)

394 OCC @ 7 SF/PP (TOWN HALL)

45 OCC @ 15 SF/PP

LEVEL 2 ALTERATIONS

WORK AREA SHOWN

HATCHED:

NEW ELEVATOR,

RECONFIGURE RESTROOM

RECONFIGURE

RESTROOM

26 SF

STOR.

A201

175 SF

12 Occ.

STAGE

RIGHT

ASSEMBLY A-3

176 SF

12 Occ.

STAGE LEFT

ASSEMBLY A-3

*TOTAL OCCUPANTS FIRST FLOOR = 125 OCCUPANTS

2 MEANS OF EGRESS REQUIRED

EXIT DOOR

CLEAR OPENING WIDTH: 34"

ALLOWABLE OOCCUPANTS: 170

REQ'D OCCUPANTS: 32 TYP. (116 MAX.)

EXIT DOOR

CLEAR OPENING WIDTH: 34"

ALLOWABLE OOCCUPANTS: 170

REQ'D OCCUPANTS: 32 TYP. (116 MAX.)

EXIT DOOR

CLEAR OPENING WIDTH: 64"

ALLOWABLE OOCCUPANTS: 213

REQ'D OCCUPANTS: 54 TYP. (116 MAX)

*SINGLE ACCESSIBLE MEANS OF EGRESS

ALLOWABLE BY EXISTING BUILDING CODE)

EXIT DOOR

CLEAR OPENING WIDTH: 64"

ALLOWABLE OOCCUPANTS: 213

REQ'D OCCUPANTS: 54 TYP. (116 MAX)

EXIT DOOR

CLEAR OPENING WIDTH: 64"

ALLOWABLE OOCCUPANTS: 213

REQ'D OCCUPANTS: 54

MEN

VESTIBULE

EGRESS PATH

FROM FLOOR

ABOVE

4' -6

CPOT 25'-0"

MAX. EATD 99'-6"

EATD 39'-6"

NEW ELEVATOR:

1- HR SHAFT

PROVIDE SMOKE

BAFFLE/DRAFT

CURTAIN

ADDITIONAL LEVEL 2

ALTERATIONS INCL.

NEW HVAC AND

LIGHTING

EXISTING RAMP - 36" WIDE

M

AX

. E

AT

D F

R O

M

SE

C

O N

D F

LO

O

R

'-2

ELEV.

JAN.

103B

CORRIDOR

4' -0

MANUAL CONTROLS AND

ADA CLEAR SPACE

OUTSIDE DOOR SWING

SIGN 2

SIGN

SIGN 5

CODE PLAN SYMBOL LEGEND

1-HR. RATED ASSEMBLIES INDICATED THUS:

MEANS OF EGRESS INDICATED THUS:

COMMON PATH OF EGRESS TRAVEL INDICATED THUS:

AREA

INDICATES OCCUPANCY TYPE

INDICATES CALCULATED

OCCUPANT LOAD

ROOM NAME

OCCUPANCY

382 SF

4 Occ.

OFFICE

M102

BUSINESS

89 SF

1 Occ.

CONTROL

ROOM

M103

STORAGE

261 SF

3 Occ.

LOBBY/

GALLERY

M100

BUSINESS

OPEN TO GYMNASIUM BELOW

LEVEL 2

ALTERATIONS

WORK AREA SHOWN

HATCHED

MAX. EATD 74'-10"

54 SF

ELEV.

ROOM

M101

NEW ELEVATOR:

1- HR SHAFT AND

MACHINE ROOM

*TOTAL OCCUPANTS MEZZANINE = 8 OCCUPANTS

(BASED ON 100 SF FOR BUSINESS OCCUPANCY)

1 MEANS OF EGRESS REQUIRED

STAIR

SIGN

ELEV.

REMOVE

EXISTING

WALL

NEW CASED

OPENING

LEVEL 2

ALTERATIONS

WORK AREA SHOWN

HATCHED

LEVEL 1 ALTERATIONS

THROUGHOUT SECOND

FLOOR (NO LIMIT TO AREA):

REPAIR FLOOR, WALL AND

CEILING FINISHES; REPLACE

LIGHT FIXTURES

LEVEL 2 ALTERATION TO

EGRESS AND STAIRS -

REPLACE EGRESS DOOR

AND REPLACE EXTERIOR

STAIRS TO IMPROVE

EGRESS/ACCESS

FLY LOFT

BELOW

ADDITIONAL LEVEL 2

ALTERATIONS IN

ATTIC ABOVE INCL.

SPRINKLER SYSTEM

RELOCATION AND

NEW HVAC

NEW ELEVATOR:

1- HR SHAFT

1362 SF

91 Occ.

MULTI-PURPOSE

ROOM

ASSEMBLY A-3

STORAGE

456 SF

31 Occ.

ACTIVITY

ROOM

ASSEMBLY A-3

TOILET

269 SF

18 Occ.

PROGRAM

ROOM

ASSEMBLY A-3

110 SF

LOBBY

ELEV.

459 SF

31 Occ.

ACTIVITY

ROOM

ASSEMBLY A-3

152 SF

1 Occ.

WARMING

KITCHENETTE

KITCHEN

CORRIDOR

EXIT DOOR

CLEAR OPENING WIDTH: 34"

ALLOWABLE OOCCUPANTS: 170

REQ'D OCCUPANTS: 86

13'-2"

DIAGONAL DISTANCE

30'-10 7/8"

DIAGONAL DISTANCE

52'-11 3/4"

DISTANCE BETWEEN EXITS

35'-11 1/8"

*TOTAL OCCUPANTS SECOND FLOOR = 172 OCCUPANTS

(BASED ON 15 SF NET IN ASSEMBLY AREAS)

2 MEANS OF EGRESS REQUIRED

MAX. EATD 138'-2"

EATD 105'-4"

CPOT 29'-10"

STAIRS

CLEAR OPENING WIDTH: 48"

ALLOWABLE OOCCUPANTS: 160

REQ'D OCCUPANTS: 86

CORRIDOR

17'-0 1/4"

DIAGONAL D

ISTANCE

'-1

0 7 /8"

DEAD END CORRIDOR

26'-8"

UNPROTECTED, UNENCLOSED

STAIR

DISTANCE BETWEEN EXITS

71'-2 5/8" TOILET

(FAMILY)

JAN.

FAMILY/ASSISTED

USE TOILET ROOM

SIGN 1

SIGN 4

SIGN 7

SIGN 4

SIGN 5

STAIR

Project No:

Issue DescriptionDate

C Copyright May Collaborative PLLC All Rights Reserved

170 South Broad Street, Suite 2B

Brevard, North Carolina 28712-3738 p 828.866.3104 www.designwithmay.com

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CODE DATA PLANS

2023-019

5 Whitney Street Slater, South Carolina 29683

SLATER HALL COMMUNITY CENTER

REHABILITATION

G102

County of Greenville

SCALE: 1/8" = 1'-0"G102

1 FIRST FLOOR CODE DATA PLAN

SCALE: 1/8" = 1'-0"G102

MEZZANINE CODE DATA

PLAN

SCALE: 1/8" = 1'-0"G102

3 SECOND FLOOR CODE DATA PLAN

ROOM CODE DATA SCHEDULE

Level Numb er Name Area Occupancy Load Factor

Occupancy Type (Tag) Occupancy Type (calc)

CalcInt eger

CalcNu mber

Level 1 100 STAIR 133 SF (none) Level 1 101 STOR. 26 SF 0 (none) Level 1 102 CORRIDOR 293 SF (none) Level 1 103 WOMEN 236 SF (none) Level 1 103B JAN. 11 SF (none) Level 1 104 GYMNASIUM 2756 SF 50 ASSEMBLY A-3 Exercise Rooms 56 55.1 Level 1 105 STAGE 495 SF 15 ASSEMBLY A-3 Stage / Platform 34 33.0 Level 1 108 VESTIBULE 66 SF (none) Level 1 109 MEN 124 SF (none) Level 1 110 ELEV. 42 SF (none)

Stage Level 106 STAGE LEFT 176 SF 15 ASSEMBLY A-3 Stage / Platform 12 11.7 Stage Level 107 STAGE RIGHT 175 SF 15 ASSEMBLY A-3 Stage / Platform 12 11.7

Mezzanine 100 STAIR 167 SF (none) Mezzanine M100 LOBBY/

GALLERY

261 SF 100 BUSINESS Business 3 2.6

Mezzanine M101 ELEV. ROOM 54 SF 0 (none) Mezzanine M102 OFFICE 382 SF 100 BUSINESS Business 4 3.8 Mezzanine M103 CONTROL

ROOM

89 SF 300 STORAGE Accessory storage area, Mechanical equipment room 1 0.3

Level 2 100 STAIR 166 SF (none) Level 2 200 CORRIDOR 443 SF (none) Level 2 201 PROGRAM

ROOM

269 SF 15 ASSEMBLY A-3 Assembly - Unconcentrated

(Tables & Chairs) 18 17.9

Level 2 202 TOILET 77 SF (none) Level 2 203 ACTIVITY ROOM 456 SF 15 ASSEMBLY A-3 Assembly - Unconcentrated

(Tables & Chairs) 31 30.4

Level 2 204 STORAGE 152 SF 0 (none) Level 2 205 MULTI-PURPOS

E ROOM

1362 SF 15 ASSEMBLY A-3 Assembly - Unconcentrated

(Tables & Chairs) 91 90.8

Level 2 206 WARMING

KITCHENETTE

152 SF 200 KITCHEN Kitchen - Commercial 1 0.8

Level 2 207 ACTIVITY ROOM 459 SF 15 ASSEMBLY A-3 Assembly - Unconcentrated (Tables & Chairs)

31 30.6

Level 2 208 CORRIDOR 78 SF (none) Level 2 209 LOBBY 110 SF 0 (none) Level 2 210 JAN. 20 SF (none) Level 2 211 TOILET (FAMILY) 64 SF (none) Level 2 212 ELEV. 42 SF (none)

NOTE: OCCUPANCY CALCULATIONS IN SCHEDULE BASED ON PRIMARY OCCUPANCY.

A 5.22.2024 Issued for Permit and Construction

5.22.2024

Project No:

Issue DescriptionDate

C Copyright May Collaborative PLLC All Rights Reserved

170 South Broad Street, Suite 2B

Brevard, North Carolina 28712-3738 p 828.866.3104 www.designwithmay.com

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SPECIFICATIONS

2023-019

5 Whitney Street Slater, South Carolina 29683

SLATER HALL COMMUNITY CENTER

REHABILITATION

G103

County of Greenville

SECTION 013591 - HISTORIC TREATMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes general protection and treatment procedures for designated historic spaces, areas, rooms, and surfaces in Project.

1.2 DEFINITIONS

A. Consolidate: To strengthen loose or deteriorated materials in place.

B. Design Reference Sample: A sample that represents Architect's prebid selection of work to be matched; it may be existing work or work specially produced for Project.

C. Dismantle: To disassemble or detach a historic item from a surface, or a nonhistoric item from a historic surface, using gentle methods and equipment to prevent damage to historic items and surfaces; disposing of items unless indicated to be salvaged or reinstalled.

D. Historic: Spaces, areas, rooms, surfaces, materials, finishes, and overall appearance that are important to the successful rehabilitation as determined by Architect. Designated historic spaces,and are indicated on Drawings.

1. Renovation Zones: Areas of significant architectural importance, integrity, and visibility; to be preserved and restored consistent with the remaining historic fabric and to the extent indicated on Drawings.

2. Alteration Zones: Areas of slight architectural importance, integrity, and visibility; to leave any remaining original fabric untouched insofar as is consistent with accommodating modern uses for the building as indicated on Drawings.

E. Match: To blend with adjacent construction and manifest no apparent difference in material type, species, cut, form, detail, color, grain, texture, or finish; as approved by Architect.

F. Refinish: To remove existing finishes to base material and apply new finish to match original, or as otherwise indicated.

G. Reinstall: To protect removed or dismantled item, repair and clean it as indicated for reuse, and reinstall it in original position, or where indicated.

H. Remove: To take down or detach a nonhistoric item located within a historic space, area, or room, using methods and equipment to prevent damage to historic items and surfaces; disposing of items unless indicated to be salvaged or reinstalled.

I. Repair: To correct damage and defects, retaining existing materials, features, and finishes while employing as little new material as possible. This includes patching, piecing-in, splicing, consolidating, or otherwise reinforcing or upgrading materials.

J. Replace: To remove, duplicate, and reinstall entire item with new material. The original item is the pattern for creating duplicates unless otherwise indicated.

K. Replicate: To reproduce in exact detail, materials, and finish unless otherwise indicated.

L. Restore: To consolidate, replicate, reproduce, repair, and refinish as required to achieve the indicated results.

M. Retain: To keep an element or detail secure and intact.

N. Salvage: To protect removed or dismantled items and deliver them to Owner and/or reinstall in designated location.

O. Stabilize: To provide structural reinforcement of unsafe or deteriorated items while maintaining the essential form as it exists at present; also, to reestablish a weather-resistant enclosure.

P. Strip: To remove existing finish down to base material unless otherwise indicated.

1.3 Not Used

1.4 PROJECT MEETINGS FOR HISTORIC TREATMENT

A. Preliminary Historic Treatment Conference: Before starting historic treatment work, conduct conference at

Project site.

1. Attendees: In addition to representatives of Owner, Historic Consultant, Contractor, testing service representative, historic treatment specialists, chemical-cleaner manufacturer(s), and installers whose work interfaces with or affects historic treatment shall be represented at the meeting.

2. Agenda: Discuss items of significance that could affect progress of historic treatment work, including review of the following:

a. Historic Treatment Subschedule: Discuss and finalize; verify availability of materials, historic treatment specialists' personnel, equipment, and facilities needed to make progress and avoid delays.

b. Fire-prevention plan.

c. Governing regulations.

d. Areas where existing construction is to remain and the required protection.

e. Sequence of historic treatment work operations.

f. Storage, protection, and accounting for salvaged and specially fabricated items.

g. Existing conditions, staging, and structural loading limitations of areas where materials are stored.

h. Qualifications of personnel assigned to historic treatment work and assigned duties.

i. Requirements for extent and quality of work, tolerances, and required clearances.

j. Methods and procedures related to historic treatments, including product manufacturers' written instructions and precautions regarding historic treatment procedures and their effects on materials, components, and vegetation.

k. Embedded work such as flashings and lintels, special details, collection of wastes, protection of occupants and the public, and condition of other construction that affect the Work or will affect the work.

3. Reporting: Record conference results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from conference.

1.5 MATERIALS OWNERSHIP

A. Historic items, relics, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, antiques, and other items of interest or value to Owner that may be encountered or uncovered during the Work, regardless of whether they were previously documented, remain Owner's property.

1. Dismantle and salvage each item or object and protect it from damage, then promptly deliver it to

Owner where directed at Project site.

2. Coordinate with Owner's historical adviser who will establish special procedures for dismantling and salvaging.

1.6 QUALITY ASSURANCE

A. Historic Treatment Specialist Qualifications: An experienced firm regularly engaged in historic treatments similar in nature, materials, design, and extent to the work as specified in each Section and that has completed a minimum of five recent projects with a record of successful in-service performance that demonstrates the firm's qualifications to perform this work.

1. Field Supervisor Qualifications: Full-time supervisors experienced in historic treatment work similar in nature, material, design, and extent to that indicated for this Project. Supervisors shall be on site when historic treatment work begins and during its progress. Supervisors shall not be changed during Project except for causes beyond control of the specialist firm.

a. Construct new mockups of required work whenever a supervisor is replaced.

B. Title X Requirement: Each firm conducting activities that disturb painted surfaces shall be a "Lead-Safe

Certified Firm" according to 40 CFR 745, Subpart E, and use only workers that are trained in lead-safe work practices.

C. Safety and Health Standard: ANSI/ASSP A10.6.

1.7 STORAGE AND HANDLING OF HISTORIC MATERIALS

A. Identification: Photograph, tag, and catalog historic items to be salvaged or reinstalled.

1. Identify each item with a nonpermanent location identification tag indicating item name or use, location, and location identification number to document its original location. Indicate original locations on plans, elevations, sections, or photographs by annotating the identifying tag.

a. For groups of material, such as brick, provide location identification tag for pallet or container.

Do not tag individually.

B. Salvaged Historic Materials:

1. Clean loose dirt and debris from salvaged historic items unless more extensive cleaning is indicated.

2. Pack or crate items after cleaning; cushion against damage during handling. Label contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area designated by Owner.

5. Protect items from damage during transport and storage.

C. Historic Materials for Reinstallation:

1. Repair and clean historic items for reuse as indicated.

2. Pack or crate items after cleaning and repairing; cushion against damage during handling. Label contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment unless otherwise indicated. Provide connections, supports, and miscellaneous materials to make items functional for use indicated.

D. Existing Historic Materials to Remain: Protect construction indicated to remain against damage and soiling from construction work. Where permitted by Historic Consultant, items may be dismantled and taken to a suitable, protected storage location during construction work and reinstalled in their original locations after historic treatment and construction work in the vicinity is complete.

E. Storage: Store historic items within a weathertight enclosure where they are protected from moisture, weather, condensation, and freezing temperatures.

1. Secure stored materials to protect from theft.

2. Control humidity so that it does not exceed 85 percent. Maintain temperatures 5 deg F or more above the dew point.

F. Storage Space:

1. Arrange for off-site locations for storage and protection of historic material that cannot be stored and protected on-site.

PART 2 - PRODUCTS - (Not Used)

PART 3 - EXECUTION

3.1 PROTECTION

A. Protect persons, motor vehicles, surrounding surfaces of building, building site, plants, and surrounding buildings from harm resulting from historic treatment procedures.

1. Use only proven protection methods, appropriate to each area and surface being protected.

2. Contain dust and debris generated by historic treatment work, and prevent it from reaching the public or adjacent surfaces.

3. Provide shoring, bracing, and supports as necessary. Do not overload structural elements.

4. Protect floors and other surfaces along hauling routes from damage, wear, and staining.

A 5.22.2024 Issued for Permit and Construction

B. Temporary Protection of Historic Materials:

1. Protect existing historic materials with temporary protections and construction. Do not remove existing materials unless otherwise indicated.

C. Comply with each product manufacturer's written instructions for protections and precautions. Protect against adverse effects of products and procedures on people and adjacent materials, components, and vegetation.

D. Utility and Communications Services:

1. Notify Owner, authorities having jurisdiction, and entities owning or controlling wires, conduits, pipes, and other services affected by historic treatment work before commencing operations.

2. Disconnect and cap pipes and services as required by authorities having jurisdiction, as required for historic treatment work.

3. Maintain existing services unless otherwise indicated; keep in service, and protect against damage during operations. Provide temporary services during interruptions to existing utilities.

3.2 PROTECTION FROM FIRE

A. Follow fire-prevention plan and the following:

1. Comply with NFPA 241 requirements unless otherwise indicated.

2. Remove and keep area free of combustibles, including rubbish, paper, waste, and chemicals, unless necessary for the immediate work.

a. If combustible material cannot be removed, provide fire blankets to cover such materials.

3. Prohibit smoking by all persons within Project work and staging areas except where specifically designated for smoking.

B. Heat-Generating Equipment and Combustible Materials: Comply with the following procedures while performing work with heat-generating equipment or combustible materials, including welding, torch-cutting, soldering, brazing, removing paint with heat, or other operations where open flames or implements using high heat or combustible solvents and chemicals are anticipated:

1. Obtain Owner's approval for operations involving use of open-flame or welding or other high-heat equipment.

2. As far as practicable, restrict heat-generating equipment to shop areas or outside the building.

3. Do not perform work with heat-generating equipment in or near rooms or in areas where flammable liquids or explosive vapors are present or thought to be present. Use a combustible gas indicator test to ensure that area is safe.

4. Use fireproof baffles to prevent flames, sparks, hot gases, or other high-temperature material from reaching surrounding combustible material.

5. Prevent the spread of sparks and particles of hot metal through open windows, doors, holes, and cracks in floors, walls, ceilings, roofs, and other openings.

C. Fire-Control Devices: Provide and maintain fire extinguishers, fire blankets, and rag buckets for disposal of rags with combustible liquids. Maintain each as suitable for type of fire risk in each work area. Ensure that nearby personnel and fire-watch personnel are trained in fire-extinguisher and blanket use.

3.3 PROTECTION DURING APPLICATION OF CHEMICALS

A. Cover adjacent surfaces with protective materials that are proven to resist chemicals selected for Project unless chemicals being used will not damage adjacent surfaces as indicated in historic treatment program.

Use covering materials and masking agents that are waterproof and UV resistant and that will not stain or leave residue on surfaces to which they are applied. Apply protective materials according to manufacturer's written instructions. Do not apply liquid masking agents or adhesives to painted or porous surfaces. When no longer needed, promptly remove protective materials.

B. Neutralize alkaline and acid wastes and legally dispose of off Owner's property.

C. Collect and dispose of runoff from chemical operations by legal means and in a manner that prevents soil contamination, soil erosion, undermining of paving and foundations, damage to landscaping, or water penetration into building interior.

3.4 GENERAL HISTORIC TREATMENT

A. Have historic treatment work performed only by qualified historic treatment specialists.

B. Ensure that supervisory personnel are present when historic treatment work begins and during its progress.

C. Perform regular inspections of Project site as the Work progresses to detect hazards resulting from historic treatment procedures.

D. Follow the procedures in subparagraphs below and procedures approved in historic treatment program unless otherwise indicated:

1. Retain as much existing material as possible; repair and consolidate rather than replace.

2. Use additional material or structure to reinforce, strengthen, prop, tie, and support existing material or structure.

3. Use reversible processes wherever possible.

4. Use historically accurate repair and replacement materials and techniques unless otherwise indicated.

E. Notify Owner of visible changes in the integrity of material or components whether from environmental causes including biological attack, UV degradation, freezing, or thawing or from structural defects including cracks, movement, or distortion.

1. Do not proceed with the work in question until directed by Architect.

F. Where missing features are indicated to be repaired or replaced, provide work with appearance based on accurate duplications rather than on conjecture, subject to approval of Historic Consultant.

G. Where work requires existing features to be removed or dismantled and reinstalled, perform these operations without damage to the material itself, to adjacent materials, or to the substrate.

H. Identify new and replacement materials and features with permanent marks hidden in the completed Work to distinguish them from original materials. Record a legend of identification marks and the locations of the items on record Drawings.

SECTION 014000 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspection services are required to verify compliance with requirements specified or indicated.

These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality-assurance and quality-control requirements for individual work results are specified in their respective Specification Sections. Requirements in individual Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and quality-control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality-assurance and quality-control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section.

1.2 DEFINITIONS

A. Experienced: When used with an entity or individual, "experienced," unless otherwise further described, means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.

B. Field Quality-Control Tests and Inspections: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, subcontractor, or sub-subcontractor, to perform a particular construction operation, including installation, erection, application, assembly, and similar operations.

1. Use of trade-specific terminology in referring to a Work result does not require that certain construction activities specified apply exclusively to specific trade(s).

D. Mockups: Physical assemblies of portions of the Work constructed to establish the standard by which the Work will be judged. Mockups are not Samples.

1. Mockups are used for one or more of the following:

a. Verify selections made under Sample submittals.

b. Demonstrate aesthetic effects.

c. Demonstrate the qualities of products and workmanship.

d. Demonstrate successful installation of interfaces between components and systems.

2. Product Mockups: Mockups that may include multiple products, materials, or systems specified in a single Section.

3. In-Place Mockups: Mockups constructed on-site in their actual final location as part of permanent construction.

E. Product Tests: Tests and inspections that are performed by a nationally recognized testing laboratory (NRTL) in accordance with 29 CFR 1910.7, by a testing agency accredited in accordance with NIST's National Voluntary Laboratory Accreditation Program (NVLAP), or by a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements.

F. Source Quality-Control Tests and Inspections: Tests and inspections that are performed at the source (e.g., plant, mill, factory, or shop).

G. Testing Agency: An entity engaged to perform specific tests, inspections, or both. The term "testing laboratory" has the same meaning as the term "testing agency."

H. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work, to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

I. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work, to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Contractor's quality-control services do not include contract administration activities performed byOwner.

1.3 DELEGATED DESIGN SERVICES

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Owner and Architect.

B. Delegated Design Services Statement: Submit a statement signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.

1.4 CONFLICTING REQUIREMENTS

A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements is specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, inform theOwner regarding the conflict and obtain clarification prior to proceeding with the Work. Refer conflicting requirements that are different, but apparently equal, to Owner for clarification before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified is the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Owner for a decision before proceeding.

1.5 INFORMATIONAL SUBMITTALS

A. Contractor's Quality-Control Plan: For quality-assurance and quality-control activities and responsibilities.

B. Qualification Data: For Contractor's quality-control personnel.

C. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of responsibility submitted to authorities having jurisdiction before starting work on the following systems:

1. Seismic-force-resisting system, designated seismic system, or component listed in the Statement of

Special Inspections.

2. Primary wind-force-resisting system or a wind-resisting component listed in the Statement of Special

Inspections.

D. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

E. Reports: Prepare and submit certified written reports and documents as specified.

F. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.

1.6 CONTRACTOR'S QUALITY-CONTROL PLAN

A. Quality-Control Plan, General: Submit quality-control plan within 10 days of Notice to Proceed, and not less than five days prior to preconstruction conference. Submit in format acceptable to Owner. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to carry out Contractor's quality-assurance and quality-control responsibilities and to coordinate Owner's quality-assurance and quality-control activities. Coordinate with Contractor's Construction Schedule.

B. Testing and Inspection: In quality-control plan, include a comprehensive schedule of Work requiring testing or inspection, including the following:

1. Contractor-performed tests and inspections, including subcontractor-performed tests and inspections.

Include required tests and inspections and Contractor-elected tests and inspections. Distinguish source quality-control tests and inspections from field quality-control tests and inspections.

2. Special inspections required by authorities having jurisdiction and indicated on the Statement of Special Inspections.

C. Monitoring and Documentation: Maintain testing and inspection reports, including log of approved and rejected results. Include Work Owner has indicated as nonconforming or defective. Indicate corrective actions taken to bring nonconforming Work into compliance with requirements. Comply with requirements of authorities having jurisdiction.

1.7 REPORTS AND DOCUMENTS

A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections.

Include the following:

1. Date of issue.

2. Project title and number.

3. Name, address, telephone number, and email address of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making tests and inspections.

6. Description of the Work and test and inspection method.

7. Identification of product and Specification Section.

8. Complete test or inspection data.

9. Test and inspection results and an interpretation of test results.

10. Record of temperature and weather conditions at time of sample-taking and testing and inspection.

11. Comments or professional opinion on whether tested or inspected Work complies with the Contract

Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting and reinspecting.

1.8 QUALITY ASSURANCE

A. Qualifications paragraphs in this article establish the minimum qualification levels required; individual

Specification Sections specify additional requirements.

B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. As applicable, procure products from manufacturers able to meet qualification requirements, warranty requirements, and technical or factory-authorized service representative requirements.

C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

D. Installer Qualifications: A firm or individual experienced in installing, erecting, applying, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

E. Specialists: Certain Specification Sections require that specific construction activities be performed by entities who are recognized experts in those operations. Specialists will satisfy qualification requirements indicated and engage in the activities indicated.

1. Requirements of authorities having jurisdiction supersede requirements for specialists.

F. Testing and Inspecting Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspection indicated, as documented in accordance with ASTM E329, and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities.

G. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

H. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect, demonstrate, repair, and perform service on installations of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

I. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work:

1. Build mockups in location indicated or, if not indicated, as directed by Historic Consultant .

2. Notify Historic Consultant days in advance of dates and times when mockups will be constructed.

3. Employ supervisory personnel who will oversee mockup construction. Employ workers who will be employed to perform same tasks during the construction at Project.

4. Demonstrate the proposed range of aesthetic effects and workmanship.

5. Obtain Owner's approval of mockups before starting corresponding Work, fabrication, or construction.

6. Promptly correct unsatisfactory conditions noted by Owner's and Historic Consultant’s preliminary review, to the satisfaction of the Owner and Historic Consultant, before completion of final mockup.

7. Approval of mockups by the Owner and Historic Consultant does not constitute approval of deviations from the Contract Documents contained in mockups unless Owner specifically approves such deviations in writing.

8. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work.

9. Demolish and remove mockups when directed unless otherwise indicated.

1.9 QUALITY CONTROL

A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services.

1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspection they are engaged to perform.

2. Payment for these services will be made from testing and inspection allowances specified in Section

012100 "Allowances," as authorized by Change Orders.

3. Costs for retesting and reinspecting construction that replaces or is necessitated by Work that failed to comply with the Contract Documents will be charged to Contractor.

B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality-control activities, whether specified or not, to verify and document that the Work complies with requirements.

1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not.

2. Engage a qualified testing agency to perform quality-control services.

a. Contractor will not employ same entity engaged by Owner, unless agreed to in writing by Owner.

3. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspection will be performed.

4. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

5. Testing and inspection requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Section 013300 "Submittal Procedures."

D. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports.

E. Contractor's Associated Requirements and Services: Cooperate with agencies and representatives performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following:

1. Access to the Work.

2. Incidental labor and facilities necessary to facilitate tests and inspections.

3. Adequate quantities of representative samples of materials that require testing and inspection. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.

5. Preliminary design mix proposed for use for material mixes that require control by testing agency.

6. Security and protection for samples and for testing and inspection equipment at Project site.

F. Coordination:…