Y25-707_Drawings.pdf

PDF 26 MB Posted Aug 7, 2024

Attached to: Sheriff's Sector IV Electrical Distribution Systems and Generator Replacement
Solicitation number: Y25-707
Issued by: Orange County, Orlando City, Florida

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Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive set of architectural and engineering drawings for the Orange County Sheriff's Sector IV Electrical & Lighting Upgrades project located at 2400 West 33rd Street in Orlando, Florida. The project involves extensive electrical infrastructure improvements, including the installation of a new utility service, construction of a new shield wall for an outdoor electrical equipment courtyard, and replacement of the existing emergency generator. The project includes a base bid and an alternate bid option, with the alternate bid featuring replacement of interior lighting fixtures with LED luminaires and a potential switch from a diesel to a natural gas generator. The project is scheduled for bid submission on October 17, 2024, with an estimated total project cost of $1,600,000.00.

The electrical upgrades encompass multiple key components, including removing the existing building standby generator, fuel tank, and automatic transfer switch, and constructing a new emergency electrical equipment closet. The project will implement a new emergency power system with an automatic transfer switch, emergency power panelboard, and new conduit and wiring throughout the building. The alternate bid offers additional flexibility with options for LED lighting and generator fuel type. The project will be conducted using electronic bid submissions through the OpenGov e-Procurement Platform, with technical support available for potential bidders. Questions about the solicitation must be submitted by September 19, 2024, through the platform's question and answer module.

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File	Type	Posted
Sheriff's_Sector_IV_Electrical_Distribution_Systems_and_Generator_Replacement_(Addendum_#3_Revision).pdf	PDF	Oct 7, 2024
Y25-707_Technical_Specifications.pdf	PDF	Aug 7, 2024

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G-1

COVER SHEET

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

2300 Maitland Center Pkwy.

Maitland, FL 32751

(407) 790-7397

CONSULTANTS

EB0007061

AA0003116

IB0001058

ORANGE COUNTY

SHERIFF'S SECTOR IV

ELECTRICAL &

LIGHTING UPGRADES

2400 West 33rd Street Orlando, FL 32839

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

06/10/2024 17G0191A

:3 1:

M Fi le P at h

54321 6

BID DOCUMENTS

MARK DATE DESCRIPTION

Suite 310

SEAL

This item has been digitally signed and sealed by Austin J. Thompson P.E. on the date listed using a digital signature.

Printed copies of this document are not considered sign and sealed and the SHA authentication code must be verified on any electronic copies.DRAWING INDEX

2400 West 33rd Street Orlando, FL 32804

BID DOCUMENTS

JUNE 10, 2024

ORANGE COUNTY SHERIFF'S SECTOR IV BUILDING

ELECTRICAL & LIGHTING UPGRADES

HANSON PROFESSIONAL SERVICES INC.

2300 Maitland Center Parkway, Suite 310

Maitland, FL 32751

(407) 790-7397

CODES IN EFFECT AT TIME OF DRAWING SUBMITTAL

FLORIDA BUILDING CODE, EIGHTH EDITION (2023)

FLORIDA ENERGY CONSERVATION CODE, EIGHTH EDITION (2023)

NEC (NFPA 70) 2020 EDITION

TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND

SPECIFICATIONS COMPLY WITH THE 2023 FLORIDA BUILDING CODE WITH ALL

CURRENT AMENDMENTS.

MEP ENGINEERS

ORANGE COUNTY MAYOR

Jerry L. Demings

DISTRICT 1 COMMISSIONER

Nicole Wilson

DISTRICT 2 COMMISSIONER

Christine Moore

DISTRICT 5 COMMISSIONER

Emily Bonilla

DISTRICT 6 COMMISSIONER

Michael "Mike" Scott

DISTRICT 4 COMMISSIONER

Maribel Gomez Cordero

DISTRICT 3 COMMISSIONER

Mayra Uribe

PROJECT LOCATION

G-1

ARCH. GENERAL INFORMATIONA-001

A-002

ABBREVIATIONS SYMBOLS & SHEET INDEXS-001

STRUCTURAL GENERAL NOTESS-002

LEGEND AND ABBREVIATIONSE-001

FIRST FLOOR POWER DEMOLITION PLANE-010

SECOND FLOOR POWER DEMOLITION PLAN

ELECTRICAL DETAILS

E-011

E-201

E-202

E-101 E-102 E-110

E-201A

E-202A E-211 E-212 E-501

ONE-LINE DIAGRAM - WORK SEQUENCE NO. 1

E-601 E-602 E-603 E-604

EXISTING PANELBOARD SCHEDULESE-610

EXISTING PANELBOARD SCHEDULESE-611

PROPOSED PANELBOARD SCHEDULESE-620

COVER SHEET

FIRST FLOOR LIGHTING PLAN - BASE BID

SECOND FLOOR LIGHTING PLAN - BASE BID

FIRST FLOOR POWER PLAN

SECOND FLOOR POWER PLAN

FIRST FLOOR LIGHTING PLAN - ALTERNATE BID

SECOND FLOOR LIGHTING PLAN - ALTERNATE BID

PARTIAL FIRST FLOOR PLAN

FIRST FLOOR LIGHTING CONTROLS PLAN

SECOND FLOOR LIGHTING CONTROLS PLAN

EXISTING AND PROPOSED ONE-LINE DIAGRAMS

A-003

LIFE SAFETYA-100

DEMOLITION AND RENOVATION FLOOR PLANSA-110

FOUNDATION PLAN

SECTIONS AND DETAILS

S-101 S-301

RCP - DEMOLITION

A-211

MISC. SCHEDULES AND DETAILSA-310

DEMO PLANSD-101

ARCH. SPECIFICATIONS

A-210

A-006 A-005 A-004

ARCH. SPECIFICATIONS

UL 2 HR WALL ASSEMBLY

RCP - RENOVATION

MECHANICAL NOTES, LEGENDS, AND ABBREVIATIONSM-001

1214 East Concord Street Orlando, FL 32803

(407) 377-7227

ARCHITECT

STRUCTURAL

ENGINEERS

FIRST FLOOR MECHANICAL PLAN - ENLARGED - DEMOLITIONMD-301

FIRST FLOOR MECHANICAL PLAN - OVERALLM-100

FIRST FLOOR MECHANICAL PLAN - ENLARGED - RENOVATIONM-301

DETAILSM-501

SCHEDULESM-601

ONE-LINE DIAGRAM - WORK SEQUENCE NO. 2

ONE-LINE DIAGRAM - WORK SEQUENCE NO. 3

SCOPE OF WORK - SUMMARY

1. NEW UTILITY SERVICE FOR BUILDING.

2. NEW SHIELD WALL SURROUNDING NEW OUTDOOR ELECTRICAL EQUIPMENT

COURTYARD.

3. NEW EMERGENCY GENERATOR, OUTDOOR RATED GENERATOR SWITCHBOARD,

AND OUTDOOR RATED AUTOMATIC TRANSFER SWITCH. GENERATOR SHALL BE

DIESEL WITH SUB-BASE TANK.

4. MODIFICATIONS TO EXISTING BUILDING EXTERIOR WALL AND MAIN DISTRIBUTION

PANEL MDP AS REQUIRED FOR NEW AUTOMATIC TRANSFER SWITCH.

5. REMOVAL OF EXISTING BUILDING STANDBY GENERATOR, FUEL TANK, AUTOMATIC

TRANSFER SWITCH, AND STANDBY POWER DISTRIBUTION PANELBOARDS.

6. CONSTRUCTION OF NEW EMERGENCY ELECTRICAL EQUIPMENT CLOSET IN

CORNER OF EXISTING FIRST FLOOR BREAK ROOM.

7. NEW EMERGENCY POWER SYSTEM FOR BUILDING CONSISTING OF AUTOMATIC

TRANSFER SWITCH, EMERGENCY POWER PANELBOARD, EMERGENCY POWER

TRANFORMER/LOAD CENTER, AND NEW EMERGENCY POWER CONDUIT AND WIRE

THROUGHOUT THE BUILDING TO SUPPLY EXISTING AND NEW LOADS DESIGNATED

AS EMERGENCY LOADS.

8. NEW 208Y/120V DISTRIBUTION PANELBOARD AND FEEDERS FROM NEW

DISTRIBUTION PANELBOARD TO EXISTING BUILDING BRANCH CIRCUIT

PANELBOARDS.

9. REMOVAL AND MODIFICATION OF EXISTING BUILDING BRANCH PANELBOARD

INTERIORS AND PROVIDING NEW PANELBOARD INTERIORS INSIDE EXISTING

PANELBOARD ENCLOSURES.

10. HVAC MODIFICATIONS TO SUPPORT THE ELECTRICAL CHANGES.

BID ALTERNATE - REFER TO SPECIFICATION SECTION 01 23 00:

1. REPLACEMENT OF EXISTING INTERIOR LIGHTING FIXTURES THROUGHOUT THE

BUILDING WITH NEW LED INTERIOR LUMINAIRES. NEW ADDRESSABLE LIGHTING

CONTROL SYSTEM THROUGHOUT THE BUILDING.

2. IN LIEU OF DIESEL GENERATOR, PROVIDE NATURAL GAS GENERATOR. PROVIDE

NATURAL GAS PIPING AND ACCESSORIES FROM EXISTING CAPPED NATURAL GAS

LINE.

PROPOSED PANEL EM & TLC-EM SCHEDULES - ALTERNATE BIDE-620A

A-007 UL 2 HR FLOOR-CEILING ASSEMBLY

GTR

AJT

BM/CRB

FIXTURE SCHEDULESE-630

PROPOSED PANELBOARD SCHEDULESE-621

FIRST FLOOR LIGHTING DEMOLITION PLAN - ALTERNATE BIDE-020A

SECOND FLOOR LIGHTING DEMOLITION PLAN - ALTERNATE BIDE-021A

* FRAMING INSPECTION: ALL PLUMBING,

ELECTRICAL AND MECHANICAL ROUGH-INS MUST BE

COMPLETED, INSPECTED AND APPROVED BEFORE

REQUESTING THE FRAMING INSPECTIONS.

FBC INSPECTIONS

SITE GRADE ELEVATIONS WILL REMAIN AS EXISTING

UNLESS NOTED OTHERWISE.

GRADE ELEVATIONS

THE MAIN ARCHITECTURAL SCOPE OF WORK CONSISTS OF :

1- THERE IS NO CHANGE OF USE WITHIN THE SCOPE OF THIS WORK.

2- THERE IS NO ARCHITECTURAL SCOPE OF WORK AT 2ND FLOOR NOR ROOF FLOOR.

3- PROVIDE DEMOLITION AS REQUIRED TO CREATE A NEW 8' X 3' ELECTRICAL EQUIPMENT CLOSET/ROOM

WITHIN AN EXISTING BREAKROOM. FINISH TO MATCH EXISTING SPACE.

4- NEW ACOUSTIC PANELS CEILING ON EXISTING BREAK ROOM.

5- ALL EXISTING LIGHT FIXTURES TO BE REPLACED BY LED LIGHT FIXTURES, INCLUDING LIFE SAFETY FIXTURES AND EXIT SIGNS.

6- RELOCATE EXISTING AIR SUPPLY GRILL. CUT AND PATCH OPENINGS AS REQUIRED.

FINISH TO MATCH ADJACENT SURFACES.

7- DEMOLISH TWO EXTERIOR "WING" DETAILS ON THE FRONT ELEVATION OF THE EXISTING BUILDING.

8. PROVIDE NEW GENERATOR AREA BE ENCLOSED BY A CMU WALL. REFER TO STRUCTURAL SHEETS FOR DETAILS.

FINISH TO MATCH EXISTING BUILDING. ADD NEW 12'-0" FENCE W/PRIVACY SLATS AND SWING GATES.

9. THE PROJECT SCOPE INCLUDES MECHANICAL RENOVATION IN OTHER AREAS. PROVIDE NECESSARY REPAIR AND FINSHES TO

MATCH EXISTING. REFER TO MECHANICAL DRAWINGS.

10. THE PROJECT SCOPE INCLUDES ELECTRICAL RENOVATION IN OTHER AREAS. PROVIDE NECESSARY REPAIR AND FINSHES TO

MATCH EXISTING. REFER TO ELECTRICAL DRAWINGS.

A-001

INFORMATION

ARCH. GENERAL

54321 6

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

2300 Maitland Center Pkwy.

Maitland, FL 32751

(407) 790-7397

CONSULTANTS

EB0007061

AA0003116

IB0001058

ORANGE COUNTY

SHERIFF'S SECTOR IV

ELECTRICAL &

LIGHTING UPGRADES

2400 West 33rd Street

Orlando, FL 32839

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

05/24/24

17G0191A

BID DOCUMENTS

MARK DATE DESCRIPTION

Suite 310

DAT

DOMINGO R. FORNOLES AR 94278

F i l e

P a t h

ABBREVIATIONS DIMENSIONING

SYMBOLS ARCHITECTURAL GENERAL NOTESMATERIALS LEGEND ARCHITECTURAL GENERAL NOTESMATERIALS LEGEND

ABBREVIATIONS DIMENSIONING

SYMBOLS MATERIALS LEGEND

SCOPE OF WORK

A-002

SPECIFICATIONS

ARCHITECTURAL

54321 6

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

2300 Maitland Center Pkwy.

Maitland, FL 32751

(407) 790-7397

CONSULTANTS

EB0007061

AA0003116

IB0001058

ORANGE COUNTY

SHERIFF'S SECTOR IV

ELECTRICAL &

LIGHTING UPGRADES

2400 West 33rd Street

Orlando, FL 32839

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

05/24/24

17G0191A

BID DOCUMENTS

MARK DATE DESCRIPTION

Suite 310

DAT

DOMINGO R. FORNOLES AR 94278

F i l e

P a t h

DIVISION 8 - OPENINGS

SECTION 08 12 13 - HOLLOW METAL FRAMES

A. GENERAL: COMPLY WITH SDI A250.8.-2017 (ANSI/SDI-100) AND WITH

DETAILS INDICATED FOR TYPE AND PROFILE.

INTERIOR FRAMES: FABRICATED FROM COLD-ROLLED

STEEL SHEET FOR LEVEL 3

HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO

ANSI/SDI A250.6 WITH REINFORCEMENT PLATES FROM SAME

MATERIAL AS FRAMES.

EXISTING FRAMES SHALL BE CLEANED, PREPARED, AND

RELOCATED TO NEW OPENINGS AS DIRECTED BY THE OWNER

FROM THE EXISTING PROJECT.

COORDINATE ANCHORAGE INSTALLATION FOR HOLLOW-METAL

FRAMES. FURNISH SETTING DRAWINGS, TEMPLATES, AND

DIRECTIONS FOR INSTALLING ANCHORAGES INTO EXISTING STEEL.

DELIVER SUCH ITEMS TO PROJECT SITE IN TIME FOR INSTALLATION.

MANUFACTURERS:

OBTAIN HOLLOW-METAL WORK FROM SINGLE SOURCE FROM

SINGLE MANUFACTURER. SUBJECT TO COMPLIANCE WITH

REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING

PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK

INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:

STEELCRAFT; AN INGERSOLL-RAND COMPANY.

FIREDOOR CORPORATION OF FLORIDA.

CECO DOOR PRODUCTS; AN ASSA ABLOY GROUP COMPANY.

REPUBLIC BUILDER PRODUCTS COMPANY

EXTERIOR FRAMES: FABRICATED FROM METALLIC-COATED

STEEL SHEET FOR LEVEL 3 STEEL DOORS, 0.060-INCH-THICK

STEEL SHEET BASE METAL PRIOR TO GALVANIZING;

FABRICATE FRAMES WITH MITERED OR COPED CORNERS.

DIVISION 8 - OPENINGS

ANCHORS AS FOLLOWS:

a. STUD-WALL TYPE: LOCATE ANCHORS NOT MORE

THAN 18 INCHES FROM TOP AND BOTTOM OF FRAME.

SPACE ANCHORS NOT MORE THAN 32 INCHES O.C.

AND AS FOLLOWS:

1. TWO ANCHORS PER JAMB UP TO 60 INCHES

HIGH.

THREE ANCHORS PER JAMB FROM 60 TO 90

INCHES HIGH.

FOUR ANCHORS PER JAMB FROM 90 TO 96

INCHES HIGH.

POSTINSTALLED EXPANSION TYPE: LOCATE

ANCHORS NOT MORE THAN 6 INCHES (152 MM) FROM

TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT

MORE THAN 26 INCHES (660 MM) O.C.

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 SDI

A250.10 ACCEPTABLE CRITERIA; RECOMMENDED BY PRIMER

MANUFACTURER FOR SUBSTRATE; COMPATIBLE WITH

SUBSTRATE AND FIELD-APPLIED COATINGS DESPITE

PROLONGED EXPOSURE.

INSTALLATION: INSTALL HOLLOW-METAL WORK PLUMB, RIGID,

PROPERLY ALIGNED, AND SECURELY FASTENED IN PLACE. COMPLY

WITH DRAWINGS AND MANUFACTURER'S WRITTEN INSTRUCTIONS.

SOLIDLY PACK MINERAL-FIBER INSULATION INSIDE FRAMES

OF METAL STUD PARTITIONS.

INSTALLATION SHALL REQUIRE ADJUSTMENT OF HOLLOW-

METAL DOOR FRAMES FOR PROPER FUNCTIONING

HARDWARE: REQUIRE FLOOR SHIPPING SPACER TO REMAIN

UNTIL DOOR IS INSTALLED. COORDINATE FOR

UNDERCUTTING PER DIVISION 15.

DOUBLE STUDS SHALL BE REQUIRED AT JAMBS FOR WIDTHS

OF 36 INCHES OR GREATER.

STANDARD HEIGHT OF DOOR OPENING IS 7’-0”.

FINAL ADJUSTMENTS: REMOVE AND REPLACE DEFECTIVE WORK,

INCLUDING HOLLOW-METAL WORK THAT IS WARPED, BOWED, OR

OTHERWISE UNACCEPTABLE; PRIME-COAT TOUCHUP: IMMEDIATELY

AFTER ERECTION, SAND SMOOTH RUSTED OR DAMAGED AREAS OF

PRIME COAT AND APPLY TOUCHUP OF COMPATIBLE AIR-DRYING,

RUST-INHIBITIVE PRIMER.

END OF SECTION 08 12 13

SECTION 08 14 16 - FLUSH WOOD DOORS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

1.3

1.4

1.2

DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,

INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND

DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS SECTION.

SUMMARY

SECTION INCLUDES:

SOLID-CORE FLUSH WOOD-VENEER DOORS.

FACTORY FINISHING FLUSH WOOD DOORS.

FACTORY FITTING FLUSH WOOD DOORS TO FRAMES AND

FACTORY MACHINING FOR HARDWARE.

ACTION SUBMITTALS

PRODUCT DATA: FOR EACH TYPE OF PRODUCT. INCLUDE DETAILS

OF CORE AND EDGE CONSTRUCTION AND TRIM OPENINGS. INCLUDE

FACTORY-FINISHING SPECIFICATIONS.

SAMPLES FOR INITIAL SELECTION: FOR FACTORY-FINISHED DOORS.

QUALITY ASSURANCE

MANUFACTURER'S CERTIFICATION: LICENSED PARTICIPANT IN AWI'S

QUALITY CERTIFICATION PROGRAM.

HOLLOW-METAL FRAMES: INSTALL HOLLOW-METAL FRAMES

OF SIZE AND PROFILE INDICATED. COMPLY WITH SDI A250.11

OR NAAMM-HMMA 840 AS REQUIRED BY STANDARDS

SPECIFIED.

2.2

1.5

1.6

B. VENDOR QUALIFICATIONS: A VENDOR THAT IS CERTIFIED FOR CHAIN

OF CUSTODY BY FORESTRY STEWARDSHIP COUNCIL FSC-

ACCREDITED CERTIFICATION BODY (FSC) FOR CERTIFIED WOOD

PRODUCTS. VENDOR COMPANIES WILL BE CONSIDERED AND

EVALUATED USING THE FSC CERTIFIED DATABASE:

HTTPS://US.FSC.ORG/FSC-CERTIFICATE-DATABASE.311.HTM.

DELIVERY, STORAGE, AND HANDLING

COMPLY WITH REQUIREMENTS OF REFERENCED STANDARD AND

MANUFACTURER'S WRITTEN INSTRUCTIONS.

PACKAGE DOORS INDIVIDUALLY IN PLASTIC BAGS OR CARDBOARD

CARTONS.

MARK EACH DOOR ON BOTTOM RAIL WITH OPENING NUMBER USED

ON SHOP DRAWINGS.

FIELD CONDITIONS

ENVIRONMENTAL LIMITATIONS: DO NOT DELIVER OR INSTALL

DOORS UNTIL SPACES ARE ENCLOSED AND WEATHERTIGHT, WET-

WORK IN SPACES IS COMPLETE AND DRY, AND HVAC SYSTEM IS

OPERATING AND MAINTAINING AMBIENT TEMPERATURE AND

RELATIVE HUMIDITY CONDITIONS AT OCCUPANCY LEVELS

DESIGNED FOR BUILDING OCCUPANTS FOR THE REMAINDER OF

CONSTRUCTION PERIOD.

1.7

WARRANTY

SPECIAL WARRANTY: MANUFACTURER AGREES TO REPAIR OR

REPLACE DOORS THAT FAIL IN MATERIALS OR WORKMANSHIP

WITHIN SPECIFIED WARRANTY PERIOD.

1. FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE

FOLLOWING:

DELAMINATION OF VENEER.

WARPING (BOW, CUP, OR TWIST) MORE THAN 1/4

INCH IN A 42-BY-84-INCH SECTION.

c. TELEGRAPHING OF CORE CONSTRUCTION IN FACE

VENEERS EXCEEDING 0.01 INCH IN A 3-INCH SPAN.

WARRANTY SHALL ALSO INCLUDE INSTALLATION AND

FINISHING THAT MAY BE REQUIRED DUE TO REPAIR OR

REPLACEMENT OF DEFECTIVE DOORS.

WARRANTY PERIOD FOR SOLID-CORE INTERIOR DOORS: LIFE

OF INSTALLATION.

PART 2 - PRODUCTS

2.1

MANUFACTURERS

SOURCE LIMITATIONS: OBTAIN FLUSH WOOD DOORS FROM SINGLE

MANUFACTURER; SUBJECT TO COMPLIANCE REQUIREMENTS,

PROVIDE PRODUCTS BY THE FOLLOWING:

MARSHFIELD-ALGOMA, SIGNATURE SERIES OR EQUAL.

ALTERNATIVE MANUFACTURER BY OWNER.

VENEER-FACED DOORS FOR TRANSPARENT FINISH

QUALITY STANDARD: IN ADDITION TO REQUIREMENTS SPECIFIED,

COMPLY WITH AWI/AWMAC/WI “ARCHITECTURAL WOODWORK

STANDARDS”.

INTERIOR SOLID-CORE DOORS

10.

11.

AWI PREMIUM GRADE, WITH GRADE AA FACES.

VENEER SHALL BE CLEAR AND WITHOUT DARK SPOTS OR

STREAKS.

SPECIES: TYPE/CUT TO MATCH THAT OF EXISTING PROJECT

BUILDING INTERIOR WOOD DOORS.

CUT: RIFT CUT.

MATCH BETWEEN VENEER LEAVES: BOOK MATCH.

ASSEMBLY OF VENEER LEAVES ON DOOR FACES: RUNNING

MATCH.

ROOM MATCH: MATCH DOOR FACES WITHIN EACH

SEPARATE ROOM OR AREA OF BUILDING. CORRIDOR DOOR

FACES DO NOT NEED TO MATCH WHERE THEY ARE

SEPARATED BY 10 FEET OR MORE.

ROOM MATCH: PROVIDE DOOR FACES OF COMPATIBLE

COLOR AND GRAIN WITHIN EACH SEPARATE ROOM OR AREA

OF BUILDING.

EXPOSED VERTICAL AND TOP EDGES: SAME SPECIES AS

FACE OR COMPATIBLE SPECIES EDGE TYPE A.

CORE: GLUED WOOD STAVE; ADHESIVES: TYPE I IN

ACCORDANCE WITH WDMA T.M. 6.

CONSTRUCTION: FIVE PLIES, HOT-PRESSED BONDED

(VERTICAL AND HORIZONTAL EDGING IS BONDED TO CORE),

WITH ENTIRE UNIT ABRASIVE PLANED BEFORE VENEERING.

PROVIDE AWI QUALITY CERTIFICATION LABELS INDICATING

THAT DOORS COMPLY WITH REQUIREMENTS OF GRADE

SPECIFIED.

DIVISION 8 - OPENINGS

REFER TO HARDWARE SCHEDULE ON SHEET A-310.

END OF SECTION 08 14 16

SECTION 087100 ï DOOR HARDWARE

DIVISION 09 - FINISHES

2.02 METAL FRAMING MATERIALS

A. NON-LOADBEARING FRAMING SYSTEM COMPONENTS: ASTM C645;

GALVANIZED SHEET STEEL, OF SIZE AND PROPERTIES NECESSARY

TO COMPLY WITH ASTM C754 FOR THE SPACING INDICATED, WITH

MAXIMUM DEFLECTION OF WALL FRAMING OF L/240 AT 5 PSF.

1. EXCEPTION: THE MINIMUM METAL THICKNESS AND SECTION

PROPERTIES REQUIREMENTS OF ASTM C 645 ARE WAIVED

PROVIDED STEEL OF 40 KSI MINIMUM YIELD STRENGTH IS

USED, THE METAL IS CONTINUOUSLY DIMPLED, THE

EFFECTIVE THICKNESS IS AT LEAST TWICE THE BASE METAL

THICKNESS, AND MAXIMUM STUD HEIGHTS ARE

DETERMINED BY TESTING IN ACCORDANCE WITH ASTM E 72

USING ASSEMBLIES SPECIFIED BY ASTM C 754.

STUDS: "C" SHAPED WITH FLAT OR FORMED WEBS WITH

KNURLED FACES.

RUNNERS: U SHAPED, SIZED TO MATCH STUDS.

CEILING CHANNELS: C SHAPED.

FURRING: HAT-SHAPED SECTIONS, MINIMUM DEPTH AS

NOTED ON THE DRAWINGS.

CEILING HANGERS: TYPE AND SIZE AS SPECIFIED IN ASTM C754 FOR

SPACING REQUIRED.

PARTITION HEAD TO STRUCTURE CONNECTIONS: PROVIDE

MECHANICAL ANCHORAGE DEVICES THAT ACCOMMODATE

DEFLECTION USING SLOTTED HOLES, SCREWS AND ANTI-FRICTION

BUSHINGS, PREVENTING ROTATION OF STUDS WHILE MAINTAINING

STRUCTURAL PERFORMANCE OF PARTITION.

1. STRUCTURAL PERFORMANCE: MAINTAIN LATERAL LOAD

RESISTANCE AND VERTICAL MOVEMENT CAPACITY

REQUIRED BY APPLICABLE CODE, WHEN EVALUATED IN

ACCORDANCE WITH AISI NORTH AMERICAN SPECIFICATION

FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

MEMBERS.

MATERIAL: ASTM A653/A653M STEEL SHEET, SS GRADE

PART 2 - PRODUCTS

2.01 GYPSUM BOARD ASSEMBLIES

DIVISION 9 - FINISHES

SECTION 09 2913 GYPSUM BOARD ASSEMBLIES

PART 1 - GENERAL

1.01 SECTION INCLUDES

METAL CHANNEL CEILING FRAMING.

GYPSUM WALLBOARD.

JOINT TREATMENT AND ACCESSORIES.

1.03 REFERENCE STANDARDS

AISI SG02-1 - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF

COLD-FORMED STEEL STRUCTURAL MEMBERS; AMERICAN IRON

AND STEEL INSTITUTE; 2001 WITH 2004 SUPPLEMENT. (REPLACED

SG-971)

ANSI A108.11 - AMERICAN NATIONAL STANDARD FOR INTERIOR

INSTALLATION OF CEMENTITIOUS BACKER UNITS; 2013.1.

ANSI A118.9 - AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR

TEST METHODS AND SPECIFICATIONS FOR CEMENTITIOUS BACKER

UNITS; 2013.1.

ASTM A653/A653M - STANDARD SPECIFICATION FOR STEEL SHEET,

ZINC-COATED (GALVANIZED) OR ZINC-IRON ALLOY-COATED

(GALVANNEALED) BY THE HOT-DIP PROCESS; 2013.

ASTM C475/C475M - STANDARD SPECIFICATION FOR JOINT

COMPOUND AND JOINT TAPE FOR FINISHING GYPSUM BOARD; 2012.

ASTM C645 - STANDARD SPECIFICATION FOR NONSTRUCTURAL

STEEL FRAMING MEMBERS; 2013.

ASTM C665 - STANDARD SPECIFICATION FOR MINERAL-FIBER

BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION

AND MANUFACTURED HOUSING; 2012.

ASTM C754 - STANDARD SPECIFICATION FOR INSTALLATION OF

STEEL FRAMING MEMBERS TO RECEIVE SCREW-ATTACHED GYPSUM

PANEL PRODUCTS; 2011.

ASTM C840 - STANDARD SPECIFICATION FOR APPLICATION AND

FINISHING OF GYPSUM BOARD; 2013.

ASTM C954 - STANDARD SPECIFICATION FOR STEEL DRILL SCREWS

FOR THE APPLICATION OF GYPSUM PANEL PRODUCTS OR METAL

PLASTER BASES TO STEEL STUDS FROM 0.033 IN. (0.84 MM) TO 0.112

IN. (2.84 MM) IN THICKNESS; 2011.

ASTM C1002 - STANDARD SPECIFICATION FOR STEEL SELF-PIERCING

TAPPING SCREWS FOR THE APPLICATION OF GYPSUM PANEL

PRODUCTS OR METAL PLASTER BASES TO WOOD STUDS OR STEEL

STUDS; 2007 (REAPPROVED 2013).

ASTM C1047 - STANDARD SPECIFICATION FOR ACCESSORIES FOR

GYPSUM WALLBOARD AND GYPSUM VENEER BASE; 2010A.

ASTM C1177/C1177M - STANDARD SPECIFICATION FOR GLASS MAT

GYPSUM SUBSTRATE FOR USE AS SHEATHING; 2013.

ASTM C1280 - STANDARD SPECIFICATION FOR APPLICATION OF

GYPSUM SHEATHING; 2013.

ASTM C1325 - STANDARD SPECIFICATION FOR NON-ASBESTOS

FIBER-MAT REINFORCED CEMENT SUBSTRATE SHEETS; 2008B.

ASTM C1396/C1396M - STANDARD SPECIFICATION FOR GYPSUM

BOARD; 2014.

ASTM D3273 - STANDARD TEST METHOD FOR RESISTANCE TO

GROWTH OF MOLD ON THE SURFACE OF INTERIOR COATINGS IN AN

ENVIRONMENTAL CHAMBER; 2012.

ASTM E72 - STANDARD TEST METHODS OF CONDUCTING STRENGTH

TESTS OF PANELS FOR BUILDING CONSTRUCTION; 2010.

GA-216 - APPLICATION AND FINISHING OF GYPSUM BOARD; GYPSUM

ASSOCIATION; 2013.

GA-600 - FIRE RESISTANCE DESIGN MANUAL; GYPSUM ASSOCIATION;

2012.

UL (FRD) - FIRE RESISTANCE DIRECTORY; UNDERWRITERS

LABORATORIES INC.; CURRENT EDITION.

1.04 SUBMITTALS

SEE SECTION 01 3000 FOR SUBMITTAL PROCEDURES.

PRODUCT DATA: PROVIDE DATA ON METAL FRAMING, GYPSUM

BOARD ACCESSORIES, AND JOINT FINISHING SYSTEM.

PRODUCT DATA: PROVIDE MANUFACTURER'S DATA ON PARTITION

HEAD TO STRUCTURE CONNECTORS, SHOWING COMPLIANCE WITH

REQUIREMENTS.

TEST REPORTS: FOR ALL STUD FRAMING PRODUCTS THAT DO NOT

COMPLY WITH ASTM C645 OR C754, PROVIDE INDEPENDENT

LABORATORY REPORTS SHOWING MAXIMUM STUD HEIGHTS AT

REQUIRED SPACINGS AND DEFLECTIONS.

1.05 QUALITY ASSURANCE

A. INSTALLER QUALIFICATIONS: COMPANY SPECIALIZING IN

PERFORMING GYPSUM BOARD APPLICATION AND FINISHING, WITH

MINIMUM 5 YEARS OF DOCUMENTED EXPERIENCE.

PERFORMANCE CRITERIA FOR GYPSUM BOARD ASSEMBLIES.

METAL STUD WALL FRAMING.

PROVIDE COMPLETED ASSEMBLIES COMPLYING WITH ASTM C840

AND GA-216.

FIRE RATED ASSEMBLIES: PROVIDE WHERE INDICATE, COMPLETED

ASSEMBLIES AS FOLLOWS:

1. UL ASSEMBLY NUMBERS: PROVIDE CONSTRUCTION

EQUIVALENT TO THAT LISTED FOR THE PARTICULAR

ASSEMBLY IN THE CURRENT UL FIRE RESISTANCE

DIRECTORY.

50/340, WITH G60/Z180 HOT DIPPED GALVANIZED COATING.

END OF SECTION 08 71 00

3.05

3.06

PROVIDE COMPONENTS UL-LISTED FOR USE IN UL-LISTED

FIRE-RATED HEAD OF PARTITION JOINT SYSTEMS INDICATED

ON DRAWINGS.

DEFLECTION AND FIRESTOP TRACK:

a. PROVIDE MECHANICAL ANCHORAGE DEVICES AS

DESCRIBED ABOVE THAT ACCOMMODATE

DEFLECTION WHILE MAINTAINING THE FIRE-RATING

OF THE WALL ASSEMBLY.

2.03 BOARD MATERIALS

A. GYPSUM WALLBOARD: ASTM C 1396/C 1396M. SIZES TO MINIMIZE

JOINTS IN PLACE; ENDS SQUARE CUT

1. REGULAR TYPE:

APPLICATION: USE FOR VERTICAL SURFACES,

UNLESS OTHERWISE INDICATED.

THICKNESS: 5/8 INCH

EDGES: TAPERED.

2.04 ACCESSORIES

ACOUSTIC INSULATION: ASTM C665; PREFORMED GLASS FIBER,

FRICTION FIT TYPE, UNFACED. THICKNESS: 3 INCH MINIMUM.

ACOUSTIC SEALANT: NON-HARDENING, NON-SKINNING, FOR USE IN

CONJUNCTION WITH GYPSUM BOARD.

FINISHING ACCESSORIES: ASTM C1047, GALVANIZED STEEL OR

ROLLED ZINC, UNLESS OTHERWISE INDICATED.

1. TYPES: AS DETAILED OR REQUIRED FOR FINISHED

APPEARANCE.

2. SPECIAL SHAPES: IN ADDITION TO CONVENTIONAL

CORNERBEAD AND CONTROL JOINTS, PROVIDE U-BEAD AT

EXPOSED PANEL EDGES.

JOINT MATERIALS: ASTM C475 AND AS RECOMMENDED BY GYPSUM

BOARD MANUFACTURER FOR PROJECT CONDITIONS

3. READY-MIXED VINYL-BASED JOINT COMPOUND.

SCREWS FOR ATTACHMENT TO STEEL MEMBERS LESS THAN 0.03

INCH IN THICKNESS, TO WOOD MEMBERS, AND TO GYPSUM BOARD:

ASTM C1002; SELF-PIERCING TAPPING TYPE; CADMIUM-PLATED FOR

EXTERIOR LOCATIONS.

SCREWS FOR ATTACHMENT TO STEEL MEMBERS FROM 0.033 TO

0.112 INCH IN THICKNESS: ASTM C954; STEEL DRILL SCREWS FOR

APPLICATION OF GYPSUM BOARD TO LOADBEARING STEEL STUDS.

SCREWS: ASTM C 1002; SELF-PIERCING TAPPING TYPE; CADMIUM-

PLATED FOR EXTERIOR LOCATIONS.

SCREWS: ASTM C 954; STEEL DRILL SCREWS FOR APPLICATION OF

GYPSUM BOARD TO LOADBEARING STEEL STUDS.

PART 3 - EXECUTION

3.01 EXAMINATION

TAPE: 2 INCH WIDE, COATED GLASS FIBER TAPE FOR JOINTS

AND CORNERS, EXCEPT AS OTHERWISE INDICATED.

TAPE: 2 INCH WIDE, CREASED PAPER TAPE FOR JOINTS AND

CORNERS, EXCEPT AS OTHERWISE INDICATED.

VERIFY THAT PROJECT CONDITIONS ARE APPROPRIATE FOR WORK

OF THIS SECTION TO COMMENCE.

3.02 FRAMING INSTALLATION

METAL FRAMING: INSTALL IN ACCORDANCE WITH ASTM C754 AND

MANUFACTURER'S INSTRUCTIONS.

SUSPENDED CEILINGS AND SOFFITS: SPACE FRAMING AND FURRING

MEMBERS AS INDICATED.

STUDS: SPACE STUDS AS PERMITTED BY STANDARD.

EXTEND PARTITION FRAMING TO STRUCTURE WHERE

INDICATED AND TO CEILING IN OTHER LOCATIONS.

PARTITIONS TERMINATING AT CEILING: ATTACH CEILING

RUNNER SECURELY TO CEILING TRACK IN ACCORDANCE

WITH MANUFACTURER'S INSTRUCTIONS.

PARTITIONS TERMINATING AT STRUCTURE: ATTACH TOP

RUNNER TO STRUCTURE, MAINTAIN CLEARANCE BETWEEN

TOP OF STUDS AND STRUCTURE, AND CONNECT STUDS TO

TRACK USING SPECIFIED MECHANICAL DEVICES IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS;

VERIFY FREE MOVEMENT OF TOP OF STUD DEVICES IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS;

VERIFY FREE MOVEMENT OF TOP OF STUD CONNECTIONS;

DO NOT LEAVE STUDS UNATTACHED TO TRACK.

OPENINGS: REINFORCE OPENINGS AS REQUIRED FOR WEIGHT OF

DOORS OR OPERABLE PANELS, USING NOT LESS THAN DOUBLE

STUDS AT JAMBS.

STANDARD WALL FURRING: INSTALL AS SCHEDULED TO RECEIVE

GYPSUM BOARD, NOT MORE THAN 4 INCHES FROM FLOOR AND

CEILING LINES AND ABUTTING WALLS. SECURE IN PLACE ON

ALTERNATE CHANNEL FLANGES AT MAXIMUM 24 INCHES ON

CENTER.

FURRING FOR FIRE RATINGS: INSTALL AS REQUIRED FOR FIRE

RESISTANCE RATINGS INDICATED AND TO GA-600 REQUIREMENTS.

BLOCKING: INSTALL WOOD BLOCKING FOR SUPPORT OF:

FRAMED OPENINGS.

WALL MOUNTED CABINETS.

PLUMBING FIXTURES.

WALL MOUNTED DOOR HARDWARE.

3.04 BOARD INSTALLATION

COMPLY WITH ASTM C 840, GA-216, AND MANUFACTURER'S

INSTRUCTIONS. INSTALL TO MINIMIZE BUTT END JOINTS,

ESPECIALLY IN HIGHLY VISIBLE LOCATIONS.

INSTALLATION ON METAL FRAMING: USE SCREWS FOR

ATTACHMENT OF ALL GYPSUM BOARD EXCEPT FACE LAYER OF

NON-RATED DOUBLE-LAYER ASSEMBLIES, WHICH MAY BE

INSTALLED BY MEANS OF ADHESIVE LAMINATION.

INSTALLATION OF TRIM AND ACCESSORIES

CONTROL JOINTS: PLACE CONTROL JOINTS CONSISTENT WITH

LINES OF BUILDING SPACES AND AS INDICATED.

CORNER BEADS: INSTALL AT EXTERNAL CORNERS, USING LONGEST

PRACTICAL LENGTHS.

EDGE TRIM: INSTALL AT LOCATIONS WHERE GYPSUM BOARD ABUTS

DISSIMILAR MATERIALS AND AS INDICATED.

JOINT TREATMENT

FINISH GYPSUM BOARD IN ACCORDANCE WITH LEVELS DEFINED IN

ASTM C840, AS FOLLOWS:

1. KNOCK-DOWN PROCEDURE: APPLY AS SPATTER TEXTURED

PATTERN TO ACHIEVE DESIRED EFFECT. AFTER SPATTERING

SURFACE, WAIT ABOUT 10-15 MIN., THEN VERY LIGHTLY

FLATTEN ONLY TOPS OF SPATTERS WITH FLAT BLADE OR

FLAT HAND TROWEL. AGAIN, SIZE OF SPATTERS DEPENDS

ON PRESSURES USED. MATCH EXISTING.

LEVEL 2: IN UTILITY AREAS, BEHIND CABINETRY, AND ON

BACKING BOARD TO RECEIVE TILE FINISH.

LEVEL 1: FIRE RATED WALL AREAS ABOVE FINISHED

CEILINGS, WHETHER OR NOT ACCESSIBLE IN THE

COMPLETED CONSTRUCTION.

TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, AND CORNERS TO

PRODUCE SMOOTH SURFACE READY TO RECEIVE FINISHES.

1. FEATHER COATS OF JOINT COMPOUND SO THAT CAMBER IS

MAXIMUM 1/32 INCH.

FILL AND FINISH JOINTS AND CORNERS OF CEMENTITIOUS BACKING

BOARD AS RECOMMENDED BY MANUFACTURER.

END OF SECTION 09 29 13

1.5

SECTION 09 51 23 - ACOUSTICAL TILE CEILINGS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

1.2

1.3

DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,

INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND

DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS SECTION.

BASIS OF DESIGN; ARMSTRONG CIRRUS 584B, ANGLED TEGULAR,

HUMIGUARD, PLUS (WHITE), TO MATCH EXISTING.

PREPARATION AND WORKMANSHIP: COMPLY WITH REQUIREMENTS

OF THE BASIS OF DESIGN FOR PRODUCTS INDICATED

SUMMARY

SECTION INCLUDES: ACOUSTICAL TILES FOR INTERIOR CEILINGS;

FULLY CONCEALED, DIRECT-HUNG, SUSPENSION SYSTEMS.

ACTION SUBMITTALS

PRODUCT DATA: FOR EACH TYPE OF PRODUCT.

SAMPLES: FOR EACH EXPOSED PRODUCT AND FOR EACH COLOR

AND TEXTURE SPECIFIED, 6 INCHES IN SIZE.

SAMPLES FOR INITIAL SELECTION: FOR COMPONENTS WITH

FACTORY-APPLIED FINISHES.

1.4 MAINTENANCE MATERIAL SUBMITTALS

A. FURNISH EXTRA MATERIALS, FROM THE SAME PRODUCT RUN, THAT

MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH

PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH

LABELS DESCRIBING CONTENTS.

1. ACOUSTICAL CEILING UNITS: FULL-SIZE TILES EQUAL TO

TWO (2) PERCENT OF QUANTITY INSTALLED.

2. SUSPENSION-SYSTEM COMPONENTS: QUANTITY OF EACH

CONCEALED GRID AND EXPOSED COMPONENT EQUAL TO

TWO (2) PERCENT OF QUANTITY INSTALLED.

DELIVERY, STORAGE, AND HANDLING

DELIVER ACOUSTICAL TILES, SUSPENSION-SYSTEM COMPONENTS,

AND ACCESSORIES TO PROJECT SITE AND STORE THEM IN A FULLY

ENCLOSED, CONDITIONED SPACE WHERE THEY WILL BE

PROTECTED AGAINST DAMAGE FROM MOISTURE, HUMIDITY,

TEMPERATURE EXTREMES, DIRECT SUNLIGHT, SURFACE

CONTAMINATION, AND OTHER CAUSES.

BEFORE INSTALLING ACOUSTICAL TILES, PERMIT THEM TO REACH

ROOM TEMPERATURE AND A STABILIZED MOISTURE CONTENT.

PART 2 - PRODUCTS

2.1

2.3

ACCOUSTICAL CEILING TILE

SUSPENDED ACOUSTICAL TILE CEILINGS: OBTAIN EACH TYPE OF

ACOUSTICAL CEILING TILE AND ITS SUSPENSION SYSTEM FROM

SINGLE SOURCE FROM SINGLE MANUFACTURER.

USG OLYMPIA MICRO, CLIMAPLUS.

SURFACE-BURNING CHARACTERISTICS: COMPLY WITH ASTM E84;

TESTING BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS

WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY.

ASTM E1264 CLASSIFICATION: TYPE III, FORM 1 PATTERN E.

EDGES: TEGULAR

SIZE: ACT-1: 24 X 24 X 3/4 INCH.

NRC: 0.70 AND CAC: 35

FIRE PERFORMANCE UL 723 (ASTM E 84) FLAME-SPREAD: 25;

CLASS A ACCORDING TO ASTM E1264

SMOKE-DEVELOPED INDEX: 50 OR LESS.

LIGHT REFLECTANCE: 0.85

2.2 METAL SUSPENSION SYSTEM

A. METAL SUSPENSION-SYSTEM STANDARD: PROVIDE

MANUFACTURER'S STANDARD, DIRECT-HUNG, FULLY CONCEALED,

METAL SUSPENSION SYSTEM AND ACCESSORIES OF TYPE,

STRUCTURAL CLASSIFICATION, AND FINISH INDICATED THAT

COMPLIES WITH APPLICABLE REQUIREMENTS AS FOLLOWS:

1. STRUCTURAL CLASSIFICATION:

SYSTEM, ASTM C635.

INTERMEDIATE DUTY

FACE DESIGN: SIMILAR TO ARMSTRONG SILHOUETTE XL,

BOLTS LOT WITH REVEAL.

CAP MATERIAL: STEEL COLD-ROLLED SHEET.

CAP FINISH: FACTORY PAINTED WHITE COLOR.

GRID TYPE: AS INDICATED ON DRAWINGS.

ACCESSORIES

ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD

INDICATED IN ASTM C635, TABLE 1, "DIRECT HUNG," UNLESS

OTHERWISE INDICATED. COMPLY WITH SEISMIC DESIGN

REQUIREMENTS PER STRUCTURAL DRAWINGS OR AS REQUIRED BY

THE AUTHORITY HAVING JURISDICTION.

1. CORROSION PROTECTION: CARBON-STEEL COMPONENTS

ZINC PLATED ACCORDING TO ASTM B633, CLASS SC 1 (MILD)

SERVICE CONDITION.

B. WIRE HANGERS, BRACES, AND TIES: PROVIDE WIRES AS FOLLOWS:

1. ZINC-COATED, CARBON-STEEL WIRE: ASTM A641/A641M,

CLASS 1 ZINC COATING, SOFT TEMPER.

2. SIZE: WIRE DIAMETER SUFFICIENT FOR ITS STRESS AT

THREE TIMES HANGER DESIGN LOAD (ASTM C635, TABLE 1,

"DIRECT HUNG") WILL BE LESS THAN YIELD STRESS OF WIRE,

BUT NOT LESS THAN 0.106-INCH- DIAMETER WIRE.

SEISMIC STABILIZER BARS: MANUFACTURER'S STANDARD

PERIMETER STABILIZERS DESIGNED TO ACCOMMODATE SEISMIC

FORCES.

PART 3 - EXECUTION

3.1

INSTALLATION OF SUSPENDED ACOUSTICAL TILE CEILINGS

INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS ACCORDING TO

ASTM C636 AND MANUFACTURER'S WRITTEN INSTRUCTIONS.

SUSPEND CEILING HANGERS FROM BUILDING'S STRUCTURAL

MEMBERS AND AS FOLLOWS:

DO NOT SUPPORT FROM PIPING, DUCTWORK, CONDUIT, OR

ROOF DECK.

INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH

INSULATION OR OTHER OBJECTS WITHIN CEILING PLENUM

THAT ARE NOT PART OF SUPPORTING STRUCTURE OR OF

CEILING SUSPENSION SYSTEM.

SPLAY HANGERS ONLY WHERE REQUIRED TO MISS

OBSTRUCTIONS, BUT NOT MORE THAN 60 DEGREE ANGLE

TO VERTICAL; OFFSET RESULTING HORIZONTAL FORCES BY

BRACING, COUNTER-SPLAYING, OR OTHER EQUALLY

EFFECTIVE MEANS.

4. WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION

WITHIN CEILING PLENUM PRODUCES HANGER SPACINGS

THAT INTERFERE WITH LOCATION OF HANGERS AT

SPACINGS REQUIRED TO SUPPORT STANDARD

SUSPENSION-SYSTEM MEMBERS, INSTALL SUPPLEMENTAL

SUSPENSION MEMBERS AND HANGERS IN FORM OF

TRAPEZES OR EQUIVALENT DEVICES.

SECURE WIRE HANGERS TO CEILING SUSPENSION

MEMBERS AND TO SUPPORTS ABOVE WITH A MINIMUM OF

THREE TIGHT TURNS. CONNECT HANGERS DIRECTLY TO

STRUCTURE OR TO INSERTS, EYE SCREWS, OR OTHER

DEVICES THAT ARE SECURE AND APPROPRIATE FOR

SUBSTRATE AND THAT WILL NOT DETERIORATE OR

OTHERWISE FAIL DUE TO AGE, CORROSION, OR ELEVATED

TEMPERATURES.

6. SECURE FLAT, ANGLE, CHANNEL, AND ROD HANGERS TO

STRUCTURE, INCLUDING INTERMEDIATE FRAMING

MEMBERS, BY ATTACHING TO INSERTS, EYE SCREWS, OR

OTHER DEVICES THAT ARE SECURE AND APPROPRIATE FOR

BOTH THE STRUCTURE TO WHICH HANGERS ARE ATTACHED

AND THE TYPE OF HANGER INVOLVED. INSTALL HANGERS IN

A MANNER THAT WILL NOT CAUSE THEM TO DETERIORATE

OR FAIL DUE TO AGE, CORROSION, OR ELEVATED

TEMPERATURES.

SPACE HANGERS NOT MORE THAN 48 INCHES O.C. ALONG

EACH MEMBER SUPPORTED DIRECTLY FROM HANGERS

UNLESS OTHERWISE INDICATED; PROVIDE HANGERS NOT

MORE THAN 8 INCHES FROM ENDS OF EACH MEMBER.

SIZE SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS

TO SUPPORT CEILING LOADS WITHIN PERFORMANCE LIMITS

ESTABLISHED BY REFERENCED STANDARDS.

SECURE BRACING WIRES TO CEILING SUSPENSION MEMBERS AND

TO SUPPORTS WITH A MINIMUM OF FOUR TIGHT TURNS. SUSPEND

BRACING FROM BUILDING'S STRUCTURAL MEMBERS AS REQUIRED

FOR HANGERS WITHOUT ATTACHING TO PERMANENT METAL

FORMS, STEEL DECK, OR STEEL DECK TABS. FASTEN BRACING

WIRES INTO CONCRETE WITH CAST-IN-PLACE OR POST-INSTALLED

ANCHORS.

INSTALL EDGE MOLDINGS AND TRIM OF TYPE INDICATED AT

PERIMETER OF ACOUSTICAL CEILING AREA AND WHERE

NECESSARY TO CONCEAL EDGES OF ACOUSTICAL TILES.

APPLY ACOUSTICAL SEALANT IN A CONTINUOUS RIBBON

CONCEALED ON BACK OF VERTICAL LEGS OF MOLDINGS

BEFORE THEY ARE INSTALLED.

SCREW ATTACH MOLDINGS TO SUBSTRATE AT INTERVALS

NOT MORE THAN 16 INCHES O.C. AND NOT MORE THAN 3

INCHES FROM ENDS. MITER CORNERS ACCURATELY AND

CONNECT SECURELY.

DO NOT USE EXPOSED FASTENERS, INCLUDING POP RIVETS,

ON MOLDINGS AND TRIM.

INSTALL SUSPENSION-SYSTEM RUNNERS SO THEY ARE SQUARE

AND SECURELY INTERLOCKED WITH ONE ANOTHER. REMOVE AND

REPLACE DENTED, BENT, OR KINKED MEMBERS.

END OF SECTION 09 51 23

SECTION 09 65 00 - RESILIENT WALL BASE

PART 1 - GENERAL

1.01 SUMMARY

1.02 REFERENCED DOCUMENTS

A. ASTM INTERNATIONAL:

F 1861 STANDARD SPECIFICATION FOR RESILIENT WALL

BASE

E 84 STANDARD TEST METHOD FOR SURFACE BURNING

CHARACTERISTICS OF BUILDING MATERIALS

F 386 STANDARD TEST METHOD FOR THICKNESS OF

RESILIENT FLOORING MATERIALS HAVING FLAT SURFACES

E 648 STANDARD TEST METHOD FOR CRITICAL RADIANT

FLUX OF FLOORING SYSTEMS USING A RADIANT

ENERGYSOURCE.

E 662 TEST METHOD FOR SPECIFIC DENSITY OF SMOKE

GENERATED BY SOLID MATERIALS.

F 925 STANDARD TEST METHOD FOR RESISTANCE TO

CHEMICALS OF RESILIENT FLOORING.

F 137 STANDARD TEST METHOD FOR FLEXIBILITY OF

RESILIENT FLOORING MATERIALS WITH CYLINDRICAL

MANDREL APPARATUS

F 1515 STANDARD TEST METHOD FOR MEASURING LIGHT

STABILITY OF RESILIENT VINYL FLOORING BY COLOR

CHANGE