S-21-26_INTERIOR_PLANS.pdf

MECHANICAL

M100 GENERAL NOTES AND SCHEDULES

M101 FIRST FLOOR PLANS- MECHANICAL

PLUMBING

P101 PLUMBING DEMO PLAN & PLUMBING REMODEL PLAN

P102 PLUMBING REMODEL PLAN- WATER-NATURAL GAS

P103 PLUMBING FIXTURE SCHEDULE DETAILS

P104 PLUMBING SPECIFICATIONS

ELECTRICAL

E001 ELECTRICAL SPECIFICATIONS & SCHEDULES

E002 ELECTRICAL DETAILS & SCHEDULES

E010 ELECTRICAL SITE PLAN

E100 LIGHTING DEMOLITION PLAN

E101 LIGHTING PLAN

E200 POWER DEMOLITION PLAN

E201 POWER PLAN

VICINITY MAP

PROJECT LOCATION

ABBREVIATIONS

AB ANCHOR BOLT

AC AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ACM ASBESTOS CONTAINING MATERIAL

ADDNL ADDITIONAL

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX. APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

AUTO AUTOMATIC

BBF BOX-BOX-FILE DRAWERS

BD BOARD

BLDG BUILDING

BRG BEARING

BS BOTH SIDES

BSMT BASEMENT

BTWN BETWEEN

CAB CABINET

CBB CEMENTITIOUS BACKER BOARD

CG CORNER GUARD

CJ CONSTRUCTION / CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CT COUNTERTOP

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT. DEPARTMENT

DF DRINKING FOUNTAIN

DIM DIMENSION

DISP DISPENSER

DN DOWN

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWGS DRAWINGS

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION & FINISH SYSTEM

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FF FINISHED FLOOR

FF&E FURNITURE FIXTURES AND EQUIPMENT

FLR FLOOR

FRP FIBER REINFORCED PANEL

FS FAR SIDE

FT FOOT/FEET

FTG FOOTING

GA. GAUGE

GALV GALVANIZE

GB GRADE BEAM

GC GENERAL CONTRACTOR

GEN GENERAL

GL GLASS

GLULAM GLUE LAMINATED WOOD

GYP GYPSUM BOARD

GWB GYPSUM WALL BOARD

HB HOSE BIB

HC HANDICAPPED

HDR HEADER

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

IF INSIDE FACE

INSUL. INSULATION

INT INTERIOR

JC JANITOR CLOSET

JT JOINT

KIP,K 1000 POUNDS

KLF 1000 POUNDS PER LINEAL FOOT

L LENGTH

LAM LAMINATED

LAV. LAVATORY

LBS POUNDS

LF LINEAR FOOT

LVL LAMINATED VENEER LUMBER

MAT. MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

(N) NEW

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

NOM. NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

ORB OIL RUBBED BRONZE

OS/CI OWNER SUPPLIED, CONTRACTOR INSTALLED

OS/OI OWNER SUPPLIED, OWNER INSTALLED

PL PLATE

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAL FOOT

PLYWD PLYWOOD

PREFAB PREFABRICATED

PT PAINT

PVC POLYVINYL CHLORIDE

RAD. RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFER/REFERENCE

REF REFRIGERATOR

REINF. REINFORCEMENT

REQ. REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

RWB RUBBER WALL BASE

SAT SUSPENDED ACOUSTICAL TILE

SCHED. SCHEDULE

SECT. SECTION

SF SQUARE FOOT/FEET

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC. SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD. STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUBFLR SUBFLOOR

SW SIDE WALK

SYM SYMMETRICAL

T&G TONGUE AND GROOVE

T.O.C. TOP OF CONCRETE

TBD TO BE DETERMINED

TEMP. TEMPERED

TV TELEVISION

TYP TYPICAL

TYPE 'X' FIRE RATED GYPSUM BOARD

UNO UNLESS NOTED OTHERWISE

VAR. VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD. WOOD

WH WATER HEATER

WWF WELDED WIRE FABRIC

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211 E 19TH STREET, CHEYENNE, WY 82001 | (307) 632 2705 | ©2026

ARCHITECT

DATE:

STATUS:

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CHEYENNE TRANSIT PROGRAM

1800 WESTLAND RD, CHEYENNE, WY

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ARCHITECTURAL

A000 BUILDING SYSTEMS

A001 CODE PLAN

A002 SPECIFICATIONS

A003 SPECIFICATIONS

A004 SPECIFICATIONS

A005 SPECIFICATIONS

A006 SPECIFICATIONS

A007 SPECIFICATIONS

A008 SPECIFICATIONS

A101 FLOOR PLAN + DEMO PLAN

A110 REFLECTED CEILING PLAN + DEMO RCP

A111 REFLECTED CEILING PLAN DETAILS

A120 INTERIOR ELEVATIONS + MATERIAL SCHEDULE

A121 FIRST FLOOR FINISH PLAN

A201 EXTERIOR ELEVATIONS, SITE PLAN, & BUILDING DETAILS

A401 ENLARGED PLANS + ADA DETAILS

A402 SIGNAGE DETAILS

A601 STOREFRONT, DOOR SCHEDULE, & DETAILS

SHEET INDEX

N o

D es cr ip ti o n

D at e

5/8" GYPSUM BOARD ON EACH

SIDE OF METAL STUDS AT 16" O.C.

5/8" GYPSUM BOARD ON 1 1/2"

METAL HAT CHANNELS AT 16" O.C.

PARTITION NOTES:

1. CEMENTITIOUS BACKERBOARD IN LIEU OF GWB WHERE WALL TILE IS

SPECIFIED. SEE FINISH PLANS & DETAILS.

2. SEE REFLECTED CEILING PLAN FOR WALL HEAD CONDITIONS.

3. AT SOUND RATED PARTITIONS PROVIDE ACOUSTICAL SEALANT BOTH SIDES

OF WALL, TOP AND BOTTOM. PROVIDE ACOUSTICAL SEALANT AROUND ALL

WALL PENETRATIONS AND ELEC. J-BOXES. BACK TO BACK J-BOXES TO BE

OFFSET IN ADJACENT STUD CAVITY SPACES.

4. ALL GWB TO BE TYPE 'X', U.N.O.

M

5/8" GYPSUM BOARD ON 7/8"

METAL HAT CHANNEL AT 16" O.C.

ATTACH TO OTHER

WALL/STRUCTURE

3 1/2" THICK SOUND

ATTENUATING BATT INSULATION

FULL HEIGHT OF WALL

5/8" GYPSUM BOARD ON EACH

SIDE OF METAL STUDS AT 16" O.C.

*NOTE 3

M 4.

a

M 2.

f

M 1.

f

M 4.

1a

WALL CORE NOMINAL SIZE

1 = HAT CHANNEL or FURRING STRIPS UP TO 1" 2 = FURRING or STUDS BETWEEN 1" - 2" 4 = 3 5/8" STUDS or 4" CMU or CONC.

6 = 6" STUDS or 6" CMU or CONC.

8 = 8" STUDS or 8" CMU or CONC.

10 = 10" STUDS or 10" CMU or CONC.

12 = 12" STUDS or 12" CMU or CONC.

INTERIOR PARTITION TAG LEGEND

WALL CORE MATERIAL

STEEL STUDS = M

WOOD STUDS = W

CMU OR CONCRETE = C

f = FURRING (FINISH ONE SIDE) a = ACOUSTIC

MODIFIERS

M 4.

f

5/8" GYPSUM BOARD ON 3 5/8"

METAL STUDS AT 16" O.C.

ATTACH TO OTHER

WALL/STRUCTURE

1 LAYERS - 5/8" GYPSUM BOARD

ON EACH SIDE OF METAL STUDS

AT 16" O.C.

M 4.

PROVIDE SEALANT AT B.O.

WALL FOR AIR TIGHT SEAL.

EACH SIDE OF WALL

S = SMOKE

# = HOURS FIRE RATING

FIRE RATING

EXISTING 3 5/8" METAL STUDS @

16" O.C. W/ UNFACED BATT

INSULATION

EXISTING 5/8" TYPE X

GYP BOARD

2 1/2" SPRAY FOAM INSULATION AT

LOCATIONS CONCEALED ABOVE

CEILING AT EXTERIOR WALL

LOCATIONS, RE: FLOOR PLAN

EXISTING WALL INSULATION DETAIL

WALL TO DECK DETAIL

EXISTING PRECAST ROOF AND

WALL ASSEMBLY

EXTEND GYP WALL TO ROOF DECK AT

EXPOSED CEILINGS

E M

4s WALL CORE NOMINAL SIZE

3 = 3 5/8" METAL STUD

6 = 6" or 5 1/2" STUDS or 6" CMU OR CONC.

8 = 8" or 7 1/4" STUDS or 8" CMU OR CONC.

10 = 10" STUDS or 10" CMU OR CONC.

12 = 12" STUDS or 12" CMU OR CONC.

EXTERIOR WALL TAG LEGEND

WALL CORE MATERIAL

STEEL STUDS = M

WOOD STUDS = W

CMU OR CONCRETE = C

MODIFIERS

EXTERIOR WALLS = E

APPLY TAPE OR FLUID APPLIED

FLASHING AT FOUNDATION JOINT

MIN. 2" AT CONC., 6" AT LANDSCAPE,

REF. CLADDING MFG. REQUIREMENTS

SILL GASKET W/ TWO BEADS OF

ACOUSTICAL SEALANT 1T&1B

LAP VAPOR BARRIER BELOW SILL PLATE

TYPICAL SILL PLATE DETAIL (SOG)

EXTERIOR CLADDING

APPLIES TO ALL EXTERIOR WALL TYPES

E M

3 5/8" MTL STUD INFILL

3 1/2" R-15 BATT INSULATION*

WEATHER RESISTIVE BARRIER

HARDY BOARD, FULL SHEET

EXISTING FURRING WALL

7/16" OSB SHEATHING

STARTER FLASHING

*PROVIDED REQUIRED FRAMING TO

MEET THE THICKNESS OF EXISTING

PRECAST WALL ASSEMBLY

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1 1/2" = 1'-0"

20 PARTITION TYPES - INTERIOR (TYPE II)

1 1/2" = 1'-0"

10 PARTITION DETAILS

1 1/2" = 1'-0"

11 WALL TYPES - EXTERIOR (TYPE II)

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REF

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DN

DN

NUMBER OF STORIES

OCCUPIED SPACE TOTAL

FIRST FLOOR

BUILDING STATISTICS

AREA (GROSS SQUARE FOOTAGE)

9,378 SF

TYPE OF CONSTRUCTION

CODE SUMMARY

APPLICABLE CODES

GROUP B

TYPE II-B

OCCUPANCY GROUP

BUILDING

MECHANICAL

PLUMBING

ELECTRICAL

ACCESSIBILITY

INTERNATIONAL BUILDING CODE - 2024

INTERNATIONAL MECHANICAL CODE - 2024

INTERNATIONAL PLUMBING CODE - 2024

NATIONAL ELECTRICAL CODE - 2023

2017 ICC A117.1 Accessible and Usable Buildings and Facilities

FIRE PROTECTIVE SYSTEMS

AUTO FIRE SUPPRESSION

FIRE ALARM SYSTEM

AREA LIMITS

NO

NO

12,500 SQFTMAXIMUM ALLOWED AREA

MIXED USE SEPARATIONS

HEIGHT 14'-0"

104 TOTAL OCCUPANTS

WATER CLOSETS/URINALS

[OCCUPANCY - GROUP B]

PLUMBING FIXTURES

LAVATORIES

DRINKING FOUNTAINS

SERVICE SINKS

REQUIRED PROVIDED

2*

SYMBOL LEGEND

EXIT LOAD ARROW

EXIT OCCUPANT LOAD

REQUIRED / PROVIDED INCHES OF OPENING

EGRESS TRAVEL PATH/DISTANCE

FIRE INTERNATIONAL FIRE CODE - 2024

30" / 34"

EXIT CORRIDORS

SHAFTS/ HOISTWAYS

FLOOR CONSTRUCTION

LOAD BEARING WALLS

LOAD BEARING WALLS

NON-LOAD BEARING WALLS

EXTERIOR WALLS

ROOF CONSTRUCTION

0 HOURS TABLE 601

0 HOURS TABLE 601

RATING (HOURS) CODE REFERENCE

0 HOURS TABLE 1020.2

1 HOURS 713.4

RATING (HOURS) CODE REFERENCE

0 HOURS TABLE 601

0 HOURS/CLASS B TABLE 601

0 HOURS TABLE 601

INTERIOR WALLS

PRIMARY STRUCTURAL FRAME 0 HOURS TABLE 601

150'

CODE ROOM TAG

A-U

ROOM

749 GROSSROOM AREA

OCC. LOAD

OCC. LOAD FACTOR

3 5

INTERNATIONAL EX. BUILDING CODE - 2024

LEVEL 2 ALTERATIONS WORK AREA <50% OF BUILDING

EXTERIOR WALLS AND ROOF OF THE BUILDING ARE NOT BEING ALTERED,

THEREFORE NOT REQUIRED TO MEET IECC. LIGHTING AND HVAC SYSTEMS

WILL MEET AS MANY IECC REQUIREMENTS AS PRACTICAL.

*HARD PIPED BOTTLE FILLER IN LIEU OF 1 DRINKING FOUNTAIN

B

684 SF NET

LOBBY

B

261 SF NET

DRIVER'S

LOUNGE

A-U

926 SF NET

LARGE

CONFERENCE

ASME

101 SF NET

TRANSIT

STORAGE

B

252 SF NET

BREAK

ROOM

B

152 SF NET

FLEX

OFFICE

B

304 SF NET

DIRECTOR

B

166 SF NET

TRANSIT

MANAGER

B

157 SF NET

OPERATIONS

MANAGER

B

309 SF NET

DISPATCH

B

151 SF NET

OFFICE

B

151 SF NET

OFFICE

B

150 SF NET

OFFICE

B

150 SF NET

OFFICE

B

158 SF NET

OFFICE

B

461 SF NET

OPEN

OFFICE

B

150 SF NET

DRIVER

SUPERVISOR

B

147 SF NET

DRIVER

SUPERVISOR

B

194 SF NET

SIMULATOR

B

86 SF NET

KITCHENETTE

B

86 SF NET

COPY

ASME

92 SF NET

I.T.

ASME

51 SF NET

ELEC.

ASME

44 SF NET

STOR.

ASME

48 SF NET

CUSTODIAL

30" / 34"

30" / 34"

30" / 34"

30" / 34"

/ 3

4"

/ 3

4"

147'

B

1296 SF NET

TEMPORARY

SPACE

ASME

85 SF NET

TEMP

STORAGE

B

158 SF NET

TEMP

OFFICE

B

192 SF NET

TEMP

OFFICE

B

193 SF NET

TEMP

OFFICE

75' - 9"

78' - 5"

U

58 SF NET

RR

U

402 SF NET

CORRIDOR

U

678 SF NET

CORRIDOR

67" TYP.

118'

ASME

26 SF NET

JAN

U

76 SF NET

WOMENS

RR

U

73 SF NET

MENS RR

U

75 SF NET

STAFF RR

U

78 SF NET

STAFF RR

/4

T Y

P

60" TYP.

HARD PIPED

WATER DISPENSER

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1/8" = 1'-0"A001

1 FIRST FLOOR CODE PLAN

OCCUPANCY LOAD FACTORS

ABBREV OCCUPANCY TYPE

OCC. LOAD

FACTOR

ASME ACCESSORY STORAGE AREAS, MECHANICAL, EQUIPMENT ROOM 300 SF GROSS

AB AGRICULTURAL BUILDING 300 SF GROSS

A-C ASSEMBLY - CONCENTRATED (CHAIRS ONLY) 7 SF NET

A-FS ASSEMBLY - FIXED SEATING

A-SS ASSEMBLY - STANDING SPACE 5 SF NET

A-U ASSEMBLY - UNCONCENTRATED (TABLES AND CHAIRS) 15 SF NET

B BUSINESS 150 SF GROSS

B-C BUSINESS - CONCENTRATED 50 SF GROSS

C COURTROOMS 40 SF NET

DC DAY CARE 35 SF NET

DO DORMITORIES 50 SF GROSS

E-CA EDUCATIONAL - CLASSROOM AREAS 20 SF NET

E-SV EDUCATIONAL - SHOP AND VOCATIONAL ROOMS 50 SF NET

ER EXERCISE ROOMS 50 SF GROSS

H5 H-5 FABRICATION AND MANUFACTURING 200 SF GROSS

IND INDUSTRIAL AREAS 100 SF GROSS

I-IT INSTITUTIONAL - INPATIENT TREATMENT AREAS 240 SF GROSS

I-OT INSTITUTIONAL - OUTPATIENT AREAS 100 SF GROSS

I-SA INSTITUTIONAL - SLEEPING ARES 120 SF GROSS

K KITCHENS, COMMERCIAL 200 SF GROSS

L-RR LIBRARY - READING ROOMS 50 SF NET

L-SA LIBRARY - STACK AREA 100 SF GROSS

LR LOCKER ROOMS 20 SF GROSS

M-A MERCANTILE - AREAS ON OTHER FLOORS 60 SF GROSS

M-B MERCANTILE - BASEMENT AND GRADE FLOOR AREA 30 SF GROSS

M-S MERCANTILE - STORAGE, STOCK AND SHIPPING AREAS 300 SF GROSS

PG PARKING GARAGES 200 SF GROSS

R RESIDENTIAL 200 SF GROSS

SP STAGES AND PLATFORMS 15 SF NET

U UNOCCUPIED - EGRESS COMPONENTS, RESTROOMS

W WAREHOUSES 500 SF GROSS

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SPECIFICATION GENERAL NOTES

A. THESE NOTES APPLY TO ALL MATERIALS SPECIFIED AND SHOWN ON THE DRAWINGS.

B. PROVIDE A MINIMUM ONE YEAR PRODUCT REPLACEMENT AND LABOR WARRANTY FROM DATE OF SUBSTANTIAL COMPLETION. THIS WARRANT SHALL NOT EXCLUDE MANUFACTURER'S STANDARD WARRANTY WHICH MAY BE FOR A LONGER PERIOD. IN SUCH CASE THIS WARRANTY SHALL RUN CONCURRENT WITH THE MANUFACTURER'S WARRANTY.

C. NOT ALL PRODUCTS USED IN THIS PROJECT ARE INCLUDED IN THESE SPECIFICATIONS. SEE DRAWINGS AND COLOR AND

MATERIAL SCHEDULE FOR ADDITIONAL PRODUCT INFORMATION.

D. SHOP DRAWING SUBMITTALS ARE REQUIRED WHERE INDICATED. OTHER SHOP DRAWINGS MAY BE SUBMITTED AT THE

CONTRACTOR'S OPTION.

SECTION 079200 - JOINT SEALANTS

1.1 WARRANTY

A. Installer Warranty: Two years.

B. Special Manufacturer's Warranty: Two years.

1.2 MATERIALS

A. VOC Content of Interior Sealants:

1. Architectural Sealants: 250 g/L.

2. Sealant Primers for Nonporous Substrates: 250 g/L.

3. Sealant Primers for Porous Substrates: 775 g/L.

1.3 JOINT SEALANTS

A. Urethane Joint Sealant:

1. Type: Multicomponent.

2. Grade: nonsag.

3. Class: 25.

4. Uses Related to Exposure: Traffic.

B. Latex Joint Sealant: Acrylic latex or siliconized acrylic latex.

C. Acoustical Joint Sealant: Nonsag, paintable, nonstaining latex.

D. Joint-Sealant Backing: Cylindrical and bond-breaker tape.

1.4 SCHEDULE

A. Joint-Sealant Application: Interior joints in horizontal traffic surfaces.

1. Joint Locations:

a. Control and expansion joints in flooring.

b. Other joints as indicated.

2. Urethane Joint Sealant: Multicomponent, nonsag, traffic grade, Class 25.

3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.

B. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces.

1. Joint Locations:

a. Perimeter joints between interior wall surfaces and frames of interior doors and windows.

b. Perimeter joints where casework and millwork countertops and cabinets abut walls.

c. Other joints as indicated.

2. Joint Sealant: Latex.

3. Joint-Sealant Color: As selected by Architect from manufacturer's full range.

C. Joint-Sealant Application: Interior acoustical joints in vertical surfaces and horizontal nontraffic surfaces.

1. Joint Sealant: Acoustical.

2. Joint-Sealant Color: As selected by Architect from manufacturer's full range.

END OF SECTION 079200

064023 - INTERIOR ARCHITECTURAL WOODWORK

PART 1 - GENERAL

1.1 SUBMITTAL:

A. Shop drawings showing location of each item, dimensioned plans and elevations, large-scale details,attachment devices, and other components.

1. For Architectural Wood Paneling: provide manufacturer's product data sheets for approval. Provide commended maintenance procedures to the owner.

1.2 QUALITY ASSURANCE

A. AWI Quality Standard: Comply with applicable requirements of "Architectural Woodwork Quality Standards" published by the

Architectural Woodwork Institute (AWI) except as otherwise indicated.

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Provide materials that comply with requirements of the AWI woodworking standard for each type of woodwork and quality grade indicated:

1. Hardboard: ANSI/AHA A135.4

2. High Pressure Laminate: NEMA LD 3.

3. Medium Density Fiberboard: ANSI A208.2.

4. Particleboard: ANSI A208.1

5. Softwood Plywood: PS 1.

6. Formaldehyde Emission Levels: Comply with formaldehyde emission requirements of each voluntary standard referenced below:

a. Particleboard: NPA 8.

b. Medium Density Fiberboard: NPA 9.

c. Hardwood Plywood: HPMA FE.

2.2 LAMINATE CLAD CABINETS (PLASTIC-COVERED CASEWORK)

A. Quality Standard: Comply with AWI Section 400 and its Division 400B "Laminate Clad Cabinets."

B. Grade: Custom.

C. AWI Type of Cabinet Construction: Frameless, Flush overlay.

D. High-Pressure Decorative Laminate: NEMA LD 3, grades as indicated or if not indicated, as required by quality standard.

E. Dust Panels: 1/4-inch plywood or tempered hardboard above compartments and drawers unless located directly under tops.

F. Drawer Construction: Fabricate with exposed fronts fastened to subfront with mounting screws from interior of body. Join subfronts, backs, and sides with glued rabbeted joints supplemented by mechanical fasteners or glued dovetail joints.

G. Colors, Patterns, and Finishes: As selected by Architect from laminate manufacturer's full range.

2.3 CABINET HARDWARE AND ACCESSORY MATERIALS

A. Hardware Standard: Comply with ANSI/BHMA A156.9 "American National Standard for Cabinet Hardware" for items indicated by reference to BHMA numbers or referenced to this standard.

B. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with ANSI/BHMA A156.18 for BHMA code number indicated. Refer to Casework Elevations for Locations.

C. Hardware: Provide the following cabinet hardware unless noted otherwise on casework elevations:

1. Frameless Concealed Hinges (European Type): ANSI/BHMA A156.9, B01602, 100 135 170 degrees of opening, self-closing.

2. Back-Mounted Pulls: ANSI/BHMA A156.9, B02011.

3. Wire Pulls: Back mounted, solid metal, 4 inches long, 5/16 inch in diameter 5 inches long, 2-1/2 inches deep, and 5/16 inch in diameter.

4. Catches: Magnetic catches, ANSI/BHMA A156.9, B03141 Push-in magnetic catches, ANSI/BHMA A156.9, B03131 Roller catches, ANSI/BHMA A156.9, B03071 Ball friction catches, ANSI/BHMA A156.9, B03013.

5. Adjustable Shelf Standards and Supports: ANSI/BHMA A156.9, B04071; with shelf rests, B04081 ANSI/BHMA A156.9, B04102;

with shelf brackets, B04112.

6. Shelf Rests: ANSI/BHMA A156.9, B04013; metal plastic two-pin plastic with shelf hold-down clip.

7. Door Locks: ANSI/BHMA A156.11, E07121.

8. Drawer Locks: ANSI/BHMA A156.11, E07041.

9. Door and Drawer Silencers: ANSI/BHMA A156.16, L03011.

10. Grommets for Cable Passage: 2-inch OD, molded-plastic grommets and matching plastic caps with slot for wire passage. Color:

Black.

11. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with ANSI/BHMA A156.18 for ANSI/BHMA finish number indicated.

12. See Millwork Notes for additional hardware.

2.4 ARCHITECTURAL CABINET TOPS (COUNTERTOPS)

A. Solid Surfacing Material: Homogeneous quartz surfaces material

1. Manufacturer: Refer to Color and Materials Schedule on Drawings

2. Edge Treatment: Square eased.

3 Fabricate tops in one piece with shop-applied backslashes and edges, unless otherwise indicated. Comply with solid-surface material manufacturer's written recommendations for adhesives, sealers, fabrication and finishing.

B. Solid Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with ISSFA-2

1. Manufacturer: Refer to Color and Materials Schedule on Drawings

2. Edge Treatment: Square eased.

3 Fabricate tops in one piece with shop-applied backslashes and edges, unless otherwise indicated. Comply with solid-surface material manufacturer's written recommendations for adhesives, sealers, fabrication and finishing.

4. Drill holes in countertop for plumbing fittings and soap dispensers and grommets in shop.

C. Pressure Decorative Laminate: NEMA LD 3, grades as indicated or, if not indicated, as required by woodwork quality standard.

END OF SECTION 064023

SECTION 03 30 00 - CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of contract, including General and Supplementary Conditions and Division 01 specification

Sections apply to the work of this Section.

1.2 SUMMARY

A. Section includes cast in place concrete, including formwork, reinforcement, concrete materials, mix designs, placement procedures and finishes for the following:

1. Footings.

2. Foundation Walls.

3. Slabs on grade.

4. Miscellaneous Concrete

1.3 REFERENCE STANDARDS

A. ACI guidelines for mixing, moving, placing, testing, curing, including cold & hot weather curing. ASTM standards for reinforcing steel. PCA (GS) - Portland Cement Association; Guide Specification for Concrete Subject to Alkali-Silca Reactions.

1.4 QUALITY ASSURANCE

A. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified in accordance with

ASTM C1077 and ASTM E329 for testing indicated.

B. Perform work of this Section in accordance with ACI 117, ACI 301, and ACI 318, unless amended by requirements specified in this

Section.

1. Maintain one copy of ACI 117 and ACI 301 on site.

2. Maintain one copy of ACI SP-15 on site.

C. Follow recommendations of ACI 301 when concreting during hot or cold weather.

1.5 SUBMITTALS

A. Product Data: Submit manufacturers' data on all specified manufactured products showing compliance with specified requirements and installation instructions.

1. Curing Compounds: Provide data on method of removal in the event of incompatibility with floor covering adhesives.

B. Mix Design: Submit proposed mix design for each class of concrete specified. Include mix identification number (unique for each submitted mix), intended use of mix, air content, proportions of ingredients, aggregate analysis, cement brand and type, slump, water/cement ratio, and strength test reports for 7 and 28 day strengths.

1. Indicate proposed mix design complies with requirements of ACI 301, Section 4 - Concrete Mixtures.

2. Provide specific aggregate analysis for recycled aggregates proposed for use in concrete mixes.

3. Fly-Ash Content Submittal: If any fly ash or ground granulated blast furnace slag is used in mix designs to replace Portland cement, submit the total volume of concrete cast in place, mix design(s) used showing the quantity of Portland cement replaced, reports showing successful cylinder testing, and temperature on day of pour if cold weather mix is used.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Forming Materials:

1. Deliver prefabricated forms and installation instructions in manufacturer's packaging.

2. Store prefabricated forms off ground in ventilated and protected manner to prevent deterioration from moisture.

PART 2 PRODUCTS

2.1 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

B. Plywood, metal, or other approved panel materials.

C. Exterior-grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows:

1. Medium-density overlay, Class 1 or better; mill-release agent treated and edge sealed.

2. B-B (Concrete Form), Class 1 or better; mill oiled and edge sealed.

3. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material.

4. Provide lumber dressed on at least two edges and one side for tight fit.

5. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.

6. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal.

7. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

8. Formulate form-release agent with rust inhibitor for steel form-facing materials.

D. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that will leave no corrodible metal closer than 1 1/2" inch to the plane of exposed concrete surface.

2. Furnish ties that, when removed, will leave holes no larger than 1 inch in diameter in concrete surface. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.

2.2 REINFORCING

A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).

1. Type: Deformed billet-steel bars.

2. Finish: Unfinished, unless otherwise indicated.

B. Reinforcing Steel for Welded Connections and Splices: ASTM A706/A706M, deformed low-alloy steel bars.

1. Unfinished, unless otherwise indicated.

C. Steel Welded Wire Reinforcement (WWR): Galvanized, plain type, ASTM A1064/A1064M.

1. Form: Flat sheets.

2. Mesh Size and Wire Gage: As indicated on Drawings.

D. Reinforcement Accessories:

1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch.

2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement.

3. Provide stainless steel, galvanized, plastic, or plastic coated steel components for placement within 2 inches of weathering surfaces and surfaces exposed to view.

2.3 CONCRETE MATERIALS

A. Cementitious Materials:

1. Portland Cement: ASTM C150/C150M, Type I/II, gray.

2. Fly Ash: ASTM C618, Class C or F.

B. Normal-Weight Aggregates: ASTM C33/C33M, coarse aggregate or better, graded. Provide aggregates from a single source.

1. Alkali-Silica Reaction:

a. Expansion Results of Aggregate and Cementitious Materials in Combination: Not more than 0.10 percent at an age of 16 days when tested in accordance with ASTM C1567.

2. Maximum Coarse-Aggregate Size: As indicated on drawings.

3. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Air-Entraining Admixture: ASTM C260/C260M.

D. Water and Water Used to Make Ice: ASTM C94/C94M, potable.

2.4 CONCRETE MIXTURES, GENERAL

A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, in accordance with ACI 301.

1. Use a qualified testing agency for preparing and reporting proposed mixture designs, based on laboratory trial mixtures.

B. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows:

1. Fly Ash or Other Pozzolans: 25 percent by mass.

C. Admixtures: Use admixtures in accordance with manufacturer's written instructions.

1. Use water-reducing high-range water-reducing or plasticizing admixture in concrete, as required, for placement and workability.

2. Use water-reducing and -retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

D. Proportion concrete mix design as indicated on drawings. It is acceptable for the concrete supplier and/or contractor to adjust the mix design’s slump to achieve the consistency and workability required for the means and methods of placement. The use of admixtures conforming to ASTM C494 is acceptable.

E. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete in accordance with ASTM C94/C94M, and furnish batch tickets.

2.5 ACCESSORY MATERIALS

A. Underslab Vapor Retarder: Multi-layer, fabric-, cord-, grid-, or aluminum-reinforced polyethylene or equivalent, complying with

ASTM E1745, Class A; maximum permeance of 0.01 as measured according to ASTM E96/E96M; stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs. The use of single ply polyethylene is prohibited.

1. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for sealing seams and penetrations in vapor retarder.

SECTION 03 30 00 - CAST-IN-PLACE CONCRETE - CONTINUED

2.6 BONDING AND JOINTING PRODUCTS

A. Bonding Agent: Polyvinyl acetate or acrylic base, re-wettable type.

B. Epoxy Filler: Two-part liquid, 100 percent solids epoxy resin; gray color.

C. Epoxy Resin: Two-part, pourable or injection-applied epoxy resin; gray color.

D. Waterstops: Bentonite and butyl rubber, complying with NSF 61 and NSF 372.

1. Configuration: As indicated on Drawings.

2. Size: As indicated on Drawings.

E. Slab-On-Grade Isolation Joint Filler: 1/4 inch thick, height equal to slab thickness, with removable top section that will form 1/2 inch deep sealant pocket after removal.

1. Provide non-compressible isolation joint filler for use where slab-on-grade provides restraint at bottom of foundation walls and bottom of columns, at locations indicated on Drawings.

2.7 CURING MATERIALS

A. Curing Compounds: Conform to ACI 301 conforming to ASTM C309 or ASTM C1315.

B. Where slabs are to receive moisture sensitive flooring or adhesively applied flooring or roofing, provide curing materials and methods that will not inhibit adhesion of floor and roof coverings and will prevent failures resulting from moisture and/or alkalinity from emanating from the concrete.

C. Water: Potable, not detrimental to concrete.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify lines, levels, and dimensions before proceeding with work of this Section.

3.2 PREPARATION

A. Formwork: Comply with requirements of ACI 301.

B. Verify that forms are clean and free of rust before applying release agent.

C. Formwork Tolerances:

1. Construct formwork to maintain tolerances required by ACI 117, unless otherwise indicated.

2. Conform to specified class of surface finish for offset between adjacent formwork facing panels. Maintain concrete cover and cross sections within specified tolerances regardless of class of surface finish.

3. Construct and align formwork for elevator hoistway in accordance with ASME A17.1.

D. Remove all fins, projections, and other detrimental irregularities on surfaces to receive waterproofing systems; comply with waterproofing system manufacturer's requirements for surface preparation.

3.3 INSTALLATION - VAPOR RETARDER

A. Install vapor retarder under interior slabs on grade according to manufacturer’s instructions and ASTM E1643. Lap joints minimum 6 inches and seal watertight by taping edges and ends.

1. Fine grade under slab soils to smooth and level surface prior to installation of slab on grade edge and construction joint forms.

2. Tamp and level subbase soil materials to within plus zero (0) inches to minus 3/4 inches from required subgrade elevation.

3. Lap vapor retarder up and over foundation elements and seal to foundation walls.

4. Seal all penetrations, including pipes, with specified pipe boots; no penetrations of vapor retarder membrane are permitted except for reinforcing steel and permanent utilities.

5. Do not disturb or damage vapor retarder while placing concrete. Repair damaged vapor retarder by cutting patches of vapor retarder, overlapping damaged area 6 inches minimum and taping all four sides with seal tape.

3.4 INSTALLATION - REINFORCEMENT AND OTHER EMBEDDED ITEMS

A. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete coverage required for protection.

B. Install welded wire reinforcement in maximum possible lengths, and offset end laps in both directions. Splice laps with tie wire.

C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not interfere with concrete placement.

3.5 PLACING CONCRETE

A. Place concrete in accordance with ACI 301.

B. Notify Architect/Engineer not less than one week prior to commencement of placement operations.

C. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken.

D. Ensure reinforcement, inserts, waterstops, embedded parts, and formed construction joint devices will not be disturbed during concrete placement.

E. Place concrete continuously without construction (cold) joints wherever possible; where construction joints are necessary, before next placement prepare joint surface by removing laitance, leaving a clean surface, and exposing the sand and sound surface mortar.

F. Finish floors level and flat, unless otherwise indicated, within the tolerances specified in this Section.

3.6 SLAB JOINTING

A. Slab-On-Grade Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab.

1. Install wherever necessary to separate slab from other building members, including columns, walls, equipment foundations, footings, stairs, manholes, sumps, and drains.

2. Separate piping, conduit, and similar penetrations through slabs on grade to allow free vertical movement of slab or penetrating element.

B. Slab-On-Grade Control Joints: Saw cut joints before concrete begins to cool, with 3/16 inch thick blade and cut at least 1 inch deep.

3.7 FLOOR FLATNESS AND LEVELNESS TOLERANCES

A. Conform to ACI 117.

3.8 CONCRETE FINISHING

A. Repair surface defects immediately after removing formwork.

B. Finishing Formed Surfaces: Unless otherwise specified, comply with ACI 301 Section 5 for "As-cast finish" complying with SF-1.0 on concrete surfaces not exposed to view, and SF-2.0 on concrete surfaces exposed to view.

1. Provide mock-up of SF-2.0 surface upon Architect/Engineer's request.

C. Concrete Slabs: Finish to requirements of ACI 301. Unless otherwise specified, use following finishes and corresponding tolerances:

1. Scratched Finish: For surfaces scheduled to receive bonded cementitious mixtures.

2. Float Finish: For surfaces scheduled to receive waterproofing, roofing, insulation, or sand-bed terrazzo.

3. Trowel Finish: For floors scheduled to be exposed or to receive floor coverings.

4. Broom or Belt Finish: For sidewalks, ramps, and garage floor surfaces.

D. In areas with floor drains, maintain floor elevation at edges; pitch surfaces uniformly to drains as indicated on Drawings. Maintain specified minimum slab thickness.

3.9 CURING AND PROTECTION

A. Comply with requirements of ACI 301 for curing and protection of concrete.

B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.

C. Where slabs are to receive moisture sensitive flooring or adhesively applied flooring or roofing, provide curing methods that will not inhibit adhesion of floor and roof coverings and will prevent failures resulting from moisture and/or alkalinity from emanating from the concrete. Application of curing and sealing compounds shall be in accordance with the manufactures requirements in all aspects to achieve manufactures warranty.

3.10 FIELD QUALITY CONTROL

A. Tests and Inspections: Conform to ACI 301.

B. Provide free access to concrete operations at project site and cooperate with appointed firm.

C. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations.

D. Formwork: Inspected by the testing agency for size, shape, profile, condition of interior surfaces and joints, and attachment of accessories and embedded items prior to each placement of concrete.

E. Concrete: Tested and inspected by the testing agency.

1. Verification of mix design.

2. Compressive Strength Tests: ASTM C39/C39M and ACI 301. For each test, mold and cure concrete test cylinders for reporting 7, 28, and 56 day compressive strength in addition to field cured cylinders (minimum quantity of cylinders for 28 day tests per ACI 301). Field cure cylinders as required to determine compressive strength prior to stressing post-tensioning, form stripping and other as indicated in ACI 301. Use of 56 day test will be at the discretion and approval of Engineer. Obtain test samples for every 100 cu yd or less of each class of concrete placed.

3. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents.

4. Other Required Tests:

a. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C143/C143M.

b. Sample concrete used for each set of test cylinders for air content, temperature, and unit weight following procedures of ASTM C173/C173M or ASTM C231/C231M (do not use ASTM C231/C231M method for lightweight aggregate concrete) for air content and ASTM C1064/C1064M for temperature.

c. Take samples at the point of discharge from the truck chute, except take samples of pumped concrete at the point of deposit (placement) in the field.

F. Reinforcing: Inspected by testing agency prior to closing formwork or placing concrete.

G. Post-Installed Anchoring: Special inspection is required according to applicable building code requirements.

3.11 DEFECTIVE CONCRETE

A. Test Results: The testing agency shall report test results in writing to Architect/Engineer and Contractor within 24 hours of test.

B. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements.

C. Repair or replacement of defective concrete will be determined by the Architect/Engineer. The cost of additional testing shall be borne by Contractor when defective concrete is identified.

D. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect/Engineer for each individual area.

E. Repair cracks, holes, and voids exceeding 1/16 inch wide by grinding crack to 1/8 inch wide and fill with epoxy bonding system.

Grind smooth and flush with adjacent surface.

1. Holes and Voids: Epoxy resin.

2. Cracks: Epoxy filler.

3.12 PROTECTION

A. Protect concrete in accordance with ACI 301. Do not permit traffic over unprotected concrete floor surface until fully cured.

END OF SECTION 03 30 00

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SECTION 081416 - FLUSH WOOD DOORS

1.1 SUMMARY

A. Section includes:

1. Solid-core doors with stain grade face

2. Factory Finishing flush wood doors

1.2 SUBMITTALS

A. Product Data B. Shop Drawings C. Sample for verification

PART 2 - PRODUCTS

2.1 DOOR CONSTRUCTION, GENERAL

A. Quality Standard: WDMA I.S.1-A.

B. Low-Emitting Materials: Adhesives and composite wood products shall not contain urea formaldehyde.

2.2 FLUSH WOOD DOORS, GENERAL

A. Low-Emitting Materials: Fabricate doors with adhesives and composite wood products that do not contain urea formaldehyde.

B. WDMA I.S 1-A Performance Grade:

1. Heavy Duty unless otherwise indicated.

C. Fire Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252.

1. Oversize Fire-Rated Door Assemblies: For units exceeding sizes of tested assemblies, provide certification by a qualified testing agency that doors comply with standard construction requirements for tested and labeled fire-rated door assemblies except for size.

2. Temperature-Rise Limit: [Where indicated] [At vertical exit enclosures and exit passageways], provide doors that have a maximum transmitted temperature end point of not more than 450 deg F (250 deg C) above ambient after 30 minutes of standard fire-test exposure.

3. Cores: Provide core specified or mineral core as needed to provide fire-protection rating indicated.

4. Edge Construction: Provide edge construction with intumescent seals concealed by outer stile. Comply with specified requirements for exposed edges.

5. Pairs: Provide fire-retardant stiles that are listed and labeled for applications indicated without formed-steel edges and astragals.

Provide stiles with concealed intumescent seals. Comply with specified requirements for exposed edges.

6. Pairs: Provide formed-steel edges and astragals with intumescent seals.

D. Smoke- and Draft-Control Door Assemblies: Listed and labeled for smoke and draft control, based on testing according to UL 1784.

E. Structural-Composite-Lumber-Core Doors:

1. Structural Composite Lumber: WDMA I.S.10.

a. Screw Withdrawal, Face: 700 lbf (3100 N).

b. Screw Withdrawal, Edge: 400 lbf (1780 N).

2.3 FABRICATION:

A. Factory fit doors to suit frame-opening sizes indicated.

B. Factory machine doors for all hardware and pilot holes. Located hardware to comply with DHI-WDHS-3. Comply with final hardware schedule, shop drawings, DHI A115-W standards, and hardware templates.

C. Factory Finishing (Transparent Finish):

END OF SECTION 081416

SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes:

1. Interior standard steel doors and frames.

B. Related Requirements:

1. Section 08 71 00 "Door Hardware" for door hardware for hollow-metal doors.

1.2 COORDINATION

A. Coordinate anchorage installation for hollow-metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation.

B. Coordinate requirements for installation of door hardware, electrified door hardware, and access control and security systems.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, core descriptions, fire-resistance ratings, temperature-rise ratings, and finishes.

B. Shop Drawings: Include the following:

1. Elevations of each door type.

2. Details of doors, including vertical- and horizontal-edge details and metal thicknesses.

3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.

4. Locations of reinforcement and preparations for hardware.

5. Details of each different wall opening condition.

6. Details of electrical raceway and preparation for electrified hardware, access control systems, and security systems.

7. Details of accessories.

C. Product Schedule: For hollow-metal doors and frames, prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate with final door hardware schedule.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver hollow-metal doors and frames palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic.

1. Provide additional protection to prevent damage to factory-finished units.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions.

C. Store hollow-metal doors and frames vertically under cover at Project site with head up. Place on minimum 4-inch- high wood blocking.

Provide minimum 1/4-inch space between each stacked door to permit air circulation.

PART 2 - PRODUCTS

2.1 INTERIOR STANDARD STEEL DOORS AND FRAMES

A. Construct hollow-metal doors and frames to comply with standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified.

B. Heavy-Duty Doors and Frames: ANSI/SDI A250.8, Level 2; ANSI/SDI A250.4, Level B. .

1. Doors:

a. Type: As indicated in the Door and Frame Schedule.

b. Thickness: 1-3/4 inches.

c. Face: steel sheet, minimum thickness of 16 guage, .0625 inches.

d. Core: Manufacturer's standard .

2. Frames:

a. Materials: steel sheet, minimum thickness of 16 guage, .0625 inches.

b. Sidelite and Transom Frames: Fabricated from same thickness material as adjacent door frame.

c. Construction: Face welded.

3. Exposed Finish: Prime .

2.2 FRAME ANCHORS

A. Jamb Anchors:

1. Type: Anchors of minimum size and type required by applicable door and frame standard, and suitable for performance level indicated.

2. Quantity: Minimum of three anchors per jamb, with one additional anchor for frames with no floor anchor. Provide one additional anchor for each 24 inches of frame height above 7 feet.

3. Postinstalled Expansion Anchor: Minimum 3/8-inch- diameter bolts with expansion shields or inserts, with manufacturer's standard pipe spacer.

B. Material: ASTM A879/A879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized.

1. For anchors built into exterior walls, steel sheet complying with ASTM A1008/A1008M or ASTM A1011/A1011M; hot-dip galvanized according to ASTM A153/A153M, Class B.

2.3 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A1008/A1008M, Commercial Steel (CS), Type B; suitable for exposed applications.

B. Hot-Rolled Steel Sheet: ASTM A1011/A1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled.

C. Metallic-Coated Steel Sheet: ASTM A653/A653M, Commercial Steel (CS), Type B.

D. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A153/A153M.

E. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow-metal frames of type indicated.

F. Mineral-Fiber Insulation: ASTM C665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E136 for combustion characteristics.

G. Glazing: Comply with requirements in Section 08 80 00 "Glazing."

2.4 FABRICATION

A. Door Astragals: Provide overlapping astragal on one leaf of pairs of doors where required by NFPA 80 for fire-performance rating or where indicated. Extend minimum 3/4 inch beyond edge of door on which astragal is mounted or as required to comply with published listing of qualified testing agency.

B. Hollow-Metal Frames: Fabricate in one piece except where handling and shipping limitations require multiple sections. Where frames are fabricated in sections, provide alignment plates or angles at each joint, fabricated of metal of same or greater thickness as frames.

1. Sidelite and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by welding , or by rigid mechanical anchors.

2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.

3. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction.

a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.

b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.

4. Terminated Stops (Hospital Stops): Terminate stops 6 inches above finish floor with a 45 -degree angle cut, and close open end of stop with steel sheet closure. Cover opening in extension of frame with welded-steel filler plate, with welds ground smooth and flush with frame.

C. Hardware Preparation: Factory prepare hollow-metal doors and frames to receive templated mortised hardware, and electrical wiring;

include cutouts, reinforcement, mortising, drilling, and tapping according to ANSI/SDI A250.6, the Door Hardware Schedule, and templates.

1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware.

2. Comply with BHMA A156.115 for preparing hollow-metal doors and frames for hardware.

D. Glazed Lites: Provide stops and moldings around glazed lites where indicated. Form corners of stops and moldings with butted or mitered hairline joints.

1. Provide stops and moldings flush with face of door, and with square stops unless otherwise indicated.

2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently.

3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames. Provide loose stops and moldings on inside of hollow-metal doors and frames.

4. Coordinate rabbet width between fixed and removable stops with glazing and installation types indicated.

5. Provide stops for installation with countersunk flat- or oval-head machine screws spaced uniformly not more than 9 inches o.c. and not more than 2 inches o.c. from each corner.

2.5 STEEL FINISHES

A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.

1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with ANSI/SDI A250.10;

recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install hollow-metal doors and frames plumb, rigid, properly aligned, and securely fastened in place. Comply with approved Shop Drawings and with manufacturer's written instructions.

B. Hollow-Metal Frames: Comply with ANSI/SDI A250.11 .

1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces without damage to completed Work.

a. Where frames are fabricated in sections, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. Touch-up finishes.

b. Install frames with removable stops located on secure side of opening.

2. Floor Anchors: Secure with postinstalled expansion anchors.

a. Floor anchors may be set with power-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings.

3. Solidly pack mineral-fiber insulation inside frames.

4. Installation Tolerances: Adjust hollow-metal frames to the following tolerances:

a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.

C. Hollow-Metal Doors: Fit and adjust hollow-metal doors accurately in frames, within clearances specified below.

1. Non-Fire-Rated Steel Doors: Comply with ANSI/SDI A250.8 .

2. Fire-Rated Doors: Install doors with clearances according to NFPA 80.

3. Smoke-Control Doors: Install doors according to NFPA 105.

D. Glazing: Comply with installation requirements in Section 08 80 00 "Glazing" and with hollow-metal manufacturer's written instructions.

C. Door Hardware Schedule: Prepared by or under the supervision of the supplier’s Architectural Hardware Consultant, detailing fabrication and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware.

1. Check specified hardware for suitability and adaptability to details and surrounding conditions. Indicate unsuitable or incompatible items and proposed substitutions in hardware schedule.

2. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and Format for the Hardware Schedule."

3. Organization: Organize the Door Hardware Schedule into door hardware sets indicating complete designations of every item required for each door or opening.

4. Organize door hardware sets in same order as in the Door Hardware Schedule at the end of Part 3.

5. Content: Include the following information:

a. Type, style, function, size, label, hand, degree of swing, and finish of each door hardware item.

b. Manufacturer of each item.

c. Fastenings and other pertinent information.

d. Location of each door hardware set, cross-referenced to Drawings, both on floor plans and in door and frame schedule.

e. Explanation of…