ccac - student service center

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BID SET DRAWINGS FOR

RENOVATIONS TO:

CCAC - STUDENT SERVICE CENTER 808 RIDGE AVENUE PITTSBURGH, PA 15212 ALLEGHENY COUNTY

DRAWING INDEX DESIGN PROFESSIONALS: ARCHITECT:

ISSUED: DECEMBER 17, 2020 PROJECT NO: 2027

RENOVATIONS TO:

SHEET NUMBER SHEET NAME VICINITY MAP: LOCATION MAP: HAYES DESIGN GROUP ARCHITECTS 100 RYAN COURT, SUITE 11 CCAC -

GENERAL G001 COVER SHEET G002 GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

PITTSBURGH, PA 15205 PHONE: 412-206-0410 CONTACT: RYAN GORSCAK

STUDENT SERVICE

G003 SPECIFICATIONS G004 SPECIFICATONS G005 SPECIFICATIONS

CENTER

ARCHITECTURAL, ELECTRICAL AND MECHANICAL A001 DEMOLITION FLOOR PLAN AND REFLECTED CEILING PLAN

MECHANICAL, FIRE PROTECTION, & ELECTRICAL ENGINEERS: H. F. LENZ COMPANY 1051 BRINTON ROAD

808 RIDGE AVENUE PITTSBURGH, PA 15212

A101 NEW FLOOR PLAN AND REFLECTED CEILING PLAN A801 DOORS, FINISHES AND PARTITION TYPES

PROJECT LOCATON

PITTSBURGH, PA 15221 PHONE: 412-371-9073 X1013 CONTACT: CHARLES EVERLY

ALLEGHENY COUNTY

FIRE PROTECTION PROJECT LOCATON

OWNER:

FP101 FIRE PROTECTION PLANS AND SPECIFICATIONS COMMUNITY COLLEGE OF ALLEGHENY COUNTY

800 ALLEGHENY AVENUE

© COPYRIGHT 2020 BY THE HAYES DESIGN GROUP - ARCHITECTS.

THE EXPRESSION AND DESIGN CONTAINED HEREIN ARE PROTECTED BY COPYRIGHT UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 USC AS AMENDED DECEMBER 1, 1990. ANY UNAUTHORIZED REPRODUCTION, ALTERATION, CREATION OF DERIVATIVE WORKS AND/OR DISTRIBUTION OF COPIES CONSTITUTES INFRINGEMENT AND MAY SUBJECT SUCH USER TO PAYMENT OR STATUTORY AND/OR ACTUAL DAMAGES AND INJUNCTIVE RELIEF.

PITTSBURGH, PA 15212

COVER SHEET

G001 BID SET

1 2 3 4 5 6 7 8 9 10

ABBREVIATIONS SYMBOL LEGEND CODE SUMMARY PATTERN LEGEND

A

A

AB ANCHOR BOLT

ABV ABOVE

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

ADD ADDITIONAL

ADJ ADJUSTABLE

FD

FDN

FE

FEC

FF

F

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER IN CABINET

FINISH FLOOR

N

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

T

T TOP

TB TACKBOARD

TEL TELEPHONE

T&G TONGUE AND GROOVE

THK THICK

TLT TOILET

WALL SECTION REFERENCE MARK

DETAIL NUMBER 1 A101 SHEET NUMBER

BUILDING SECTION REFERENCE MARK

INTERIOR ELEVATION REFERENCE MARK

DETAIL NUMBER 1 A101 SHEET NUMBER

EXTERIOR ELEVATION REFERENCE MARK

APPLICABLE CODES PENNSYLVANIA UNIFORM CONSTRUCTION CODE (PA UCC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2017 ALLEGHENY COUNTY HEALTH DEPARTMENT PLUMBING CODE, ARTICLE XV

AMENDMENTS AND REVISIONS TO 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 NATIONAL ELECTRIC CODE (NEC) 2015 INTERNATIONAL FIRE CODE (IFC) AND NFPA 13 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 IBC CH. 11, 2009 ICC / ANSI A117.1

CONCRETE

CAST-IN-PLACE CONCRETE

MASONRY

BRICK

100 Ryan Court, Suite 11

Pittsburgh, PA 15205

Phone: 412.206.0410

ALUM

AP

APC

ALUMINUM

ACCESS PANEL

ACOUSTICAL PANEL SYSTEM

FHC

FIN

FL,FLR

FIRE HOSE CABINET

FINISH

FLOOR

O OF

OC ON CENTER

OD OUTSIDE DIAMETER

TR

TTB

TREAD

TELEPHONE TERMINAL BOARD

1 A101

DETAIL NUMBER

SHEET NUMBER 1

A101

DETAIL NUMBER

SHEET NUMBER

BUILDING CLASSIFICATION PER IBC 2015 TOTAL AREA OF WORK 650 SF TOTAL BUILDING FLOOR AREA 13,500 SF

CONCRETE MASONRY UNITS (CMU)

MORTAR GROUT

www.HayesDesign.com

ARCHITECT'S SEAL:

B

ARCH

ASPH

ASTM

BD

ARCHITECTURAL

ASPHALT

AMERICAN SOCIETY FOR TESTING & MATERIALS

B

BOARD

FLUOR FLUORESCENT

FR FRAME

FRP FIBRE-REINFORCED PLASTIC

FRT FIRE-RETARDANT TREATMENT

FT FOOT, FEET

OH

OPG

OPP

P, PTD

PARTN

OVERHEAD

OPENING

OPPOSITE

P

PAINT, PAINTED

PARTITION

TWP TOWNSHIP

TYP TYPICAL

U

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

DETAIL CALLOUT REFERENCE MARK

1 DETAIL NUMBER A101 SHEET NUMBER

CALLOUT BOUNDRY

REVISION TAG AND CLOUD

REVISION CLOUD

REVISION R# NUMBER

BUILDING USE AND OCCUPANCY CLASSIFICATION PER IBC 2015 PRIMARY OCCUPANCY (302.1): BUSINESS (304)

REQUIRED SYSTEMS IEBC SECTION 804.4: EXISTING FIRE ALARM SYSTEM IS BEING MAINTAINED AND

UPDATED AS NEEDED TO ACCOMMODATE THE NEW WORK AREA. IEBC SECTION 804.2: EXISTING SPRINKLER SYSTEM IS BEING MAINTAINED AND

UPDATED AS NEEDED TO ACCOMMODATE THE NEW WORK AREA.

MORTAR DROPPING COLLECTION DEVICE

SLATE

TERRA COTTA TILE

BIT BITUMINOUS FTG FOOTING PC PLUMBING CONTRACTOR DOOR NUMBER INDICATOR WALL TYPE INDICATOR

CLASSIFICATION OF WORK PER IEBC 2015 LEVEL 1: ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING METALS

CONSULTANT'S LOGO:

BM BENCH MARK FURR FURRING

G PERF PERFORATED

OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT OR FIXTURES THAT SERVE THE SAME PURPOSE. ALUMINUM

BLDG

BLK

BUILDING

BLOCK GA

GALV

GAUGE

GALVANIZED

PLAM

PLAS

PLASTIC LAMINATE

PLASTIC XXX DOOR NUMBER

# WALL TYPE NUMBER

LEVEL 2: ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. STEEL

BLKG BLOCKING GC GENERAL CONTRACTOR PLAST PLASTER LEVEL 1: 0 SF

C BOT BOTTOM

BRG BEARING

BRK BRICK C

CAB CABINET

CEM CEMENT

CJ CONTROL JOINT

GL

GRD

GWB

GYP

HC

GLASS / GLAZED

GRID

GYPSUM BOARD

GYPSUM

H

HEATING CONTRACTOR

PLYWD

PNL

POLY

PR

PRT

PSF

PLYWOOD

PANEL

POLYETHYLENE

PAIR

PRESERVATIVE TREATMENT

POUNDS PER SQUARE

WINDOW TYPE INDICATOR

W# WINDOW TYPE NUMBER

NEW STRUCTURAL GRID

SPOT ELEVATION MARKER

ELEVATION 100'-0"

SPOT LOCATION

EXISTING STRUCTURAL GRID

LEVEL 2: 650 SF TOTAL FLOOR AREA: 650 SF

EXISTING VS. NEW OCCUPANT LOAD AT SCOPE OF WORK AREA

ROOM # OF OCCUPANTS

EXISTING: RECEPTION 7 EXISTING STORAGE 1 TOTAL OCCUPANT LOAD 8

WOOD, SHEATHING AND PLASTICS

FINISHED WOOD - DOUGLAS FIR

FINISHED WOOD - MAPLE

FINISHED WOOD -POPLAR

H.F. LENZ COMPANY ENGINEERING 1051 Brinton Road Pittsburgh, PA 15221 Phone: 412-371-9073 FAX: 412-371-9076

CLG

CB

CEILING

CHALKBOARD

HDW

HDWD

HARDWARE

HARDWOOD PSI

FOOT

POUNDS PER SQUARE INCH GRID NUMBER GRID NUMBER NEW:

RECEPTION 4 OFFICE 3

FINISHED WOOD - OAK www.hflenz.com

CONSULTANT'S SEAL:

CLR CLEAR HGT HEIGHT PT POINT XX XX EXISTING STORAGE TOTAL OCCUPANT LOAD

1 8

GLASSMAT REINFORCED GYPSUM SHEATHING

D

E

CLO CLOSET

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CONST CONSTRUCTION

CU CUBIC

HM

HORIZ

HVAC

ID

IN

INSUL

INT

INV

JAN

JB

HOLLOW METAL

HORIZONTAL

HEATING, VENTILATING & AIR CONDITIONING

I

INSIDE DIAMETER

INCH, INCHES

INSULATION, INSULATED

INTERIOR

INVERT

J

JANITOR

JUNCTION BOX

PVC POLYVINYL CHLORIDE

R

R, RAD RADIUS

R RISER

RA RETURN AIR GRILLE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REGARDING

REC RECESSED

REF REFERENCE

REINF REINFORCED

REQD REQUIRED

GRID LINE

CEILING TYPE AND HEIGHT INDICATOR

(x' - x") CEILING HEIGHT ABOVE FLOOR

XX CEILING FINISH

SHEET KEYNOTE INDICATOR

X KEYNOTE INDICATOR

GRID LINE

SLOPE INDICATOR

12 SLOPE RUN 6 SLOPE RISE

ROOM INDICATOR - CODE SUMMARY

ROOM ALLOWABLE NUMBER OCCUPANT ROOM NAME

001 XXX XXXXX SF

SF PER ACTUAL OCCUPANT SF

IEBC SECTION 810.1: THE OCCUPANT LOAD IS NOT INCREASING BY MORE THAN 20%. THEREFORE, PLUMBING QUANTITIES WILL NOT BE INCREASED.

TO THE BEST OF OUR KNOWLEDGE, THE BUILDING IS ADA ACCESSIBLE INCLUDING TOILET ROOMS, DRINKING FOUNTAINS AND THE CHANGES SHOWN ON THESE DRAWINGS.

MEDIUM DENSITY FIBERBOARD (MDF)

ORIENTED STRAND BOARD (OSB)

PARTICLE BOARD

PLYWOOD SHEATHING

RIGID INSULATION (EXTRUDED POLYSTYRENE)

RIGID INSULATION (POLYISOCYANURATE)

FOAM-IN-PLACE INSULATION



DBL

DEMO

D

DOUBLE

DEMOLISH

JT

JAN

JOINT

K

JANITOR

RM

RO

RWC

ROOM

ROUGH OPENING

RAIN WATER CONDUCTOR

ROOM INDICATOR

ROOM NAME NAME

EGRESS WIDTH INDICATOR

ACCESSIBLE ENTRANCE

GENERAL PROJECT NOTES A. NOTES ARE TYPICAL FOR SIMILAR AND LIKE CONDITIONS.

DF

DIA

DIM

DRINKING FOUNTAIN

DIAMETER

DIMENSION

JB

JT

JUNCTION BOX

JOINT

L

S

S SOUTH

SA SUPPLY AIR GRILLE

###

ROOM NUMBER

( ACTUAL = XX" ) XX x X.XX = XX.XX"

B. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BIDDING AND PERFORMING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, OMISSIONS, AMBIGUITIES AND CONFLICTS IN OR AMONG THE DRAWINGS.

MARK DATE DESCRIPTION

F

DISP DISPENSER

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING

LAM

LAV

LGT

LLV

LV

LAMINATE

LAVATORY

LIGHT

LONG LEG VERTICAL

LOUVER

SCHED

SECT

SGFT

SHR

SHT

SCHEDULE

SECTION

STRUCTURAL GLAZED FACING TILE

SHOWER

SHEET

C. COORDINATE WORK WITH OTHER CONTRACTORS, TRADES AND EXISTING CONDITIONS.

D. PERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, ACCEPTED STANDARDS OF THE RESPECTIVE CONSTRUCTION TRADES AND APPLICABLE BUILDING CODES.

E. INSTALL MATERIALS AND PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S LATEST WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, AS REQUIRED FOR A COMPLETE INSTALLATION.


RENOVATIONS TO:

CCAC - STUDENT SERVICE CENTER

DWR

E

DRAWER

E

EAST

MAINT

M, MAS

M

MAINTENANCE

MASONRY

SIM

SPEC

SIMILAR

SPECIFICATION

F. ABBREVIATIONS AND MATERIAL PATTERNS PER THE UNIFORM DRAWING SYSTEM (UDS 4.0) AS PUBLISHED BY THE NATIONAL CAD STANDARD UNLESS NOTED OTHERWISE.

EA

EC

EACH

ELECTRICAL CONTRACTOR

MATL

MAX

MATERIAL

MAXIMUM

SQ

SS

SQUARE

STAINLESS STEEL

G. WHERE THE WORDS "PATCH", "MATCH", "REPAIR", "REPLACE" AND THE LIKE ARE USED, COLORS, TEXTURES AND FINISHES OF DISTURBED AREAS ARE TO MATCH EXISTING FINISHES IN ALL RESPECTS.


EF EACH FACE MECH MECHANICAL STD STANDARD H. PATCH AREAS DISTURBED IN THE PROCESS OF PERFORMING THE WORK. ALLEGHENY COUNTY

G EJ EXPANSION JOINT MEZZ MEZZANINE STL

STO

STEEL

STORAGE

I. WHERE PATCHING AND REPAIRING TO MATCH IS NOT FEASIBLE, REPAIR OR REPLACE THE ENTIRE AREA TO THE NEAREST CORNER. OWNER:

EL

ELEC

ELEV

ENCL

ELEVATION

ELECTRICAL

ELEVATION

ENLOSURE

MFR

MH

MIN

MISC

MANFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

STOR

STRUCT

SURF

SUSP

STORAGE

STRUCTURE, STRUCTURAL

SURFACE

SUSPENDED

J. SCRAPE, PATCH AND PREPARE EXISTING FINISHES TO BE PAINTED PRIOR TO PAINTING.

K. REPLACE IS DEFINED AS REMOVE EXISTING AND INSTALL NEW INCLUDING APPROPRIATE ELECTRICAL CONNECTIONS AND WITH MATCHING OR COMPATIBLE EQUIPMENT OR MATERIALS AS SHOWN, SPECIFIED OR REQUIRED FOR COMPLETE INSTALLATION.

COMMUNITY COLLEGE OF ALLEGHENY COUNTY

EQ

EQUIP

ETC

EQUAL

EQUIPMENT

ETCETERA

MO

MR

MTD

MASONRY OPENING

MOISTURE RESISTANT

MOUNTED

SYM

SYNTH

SYS

SYMMETRICAL

SYNTHETIC

SYSTEM

L. REPAIR OR REPLACE EXISTING ITEMS DAMAGED AS A RESULT OF THE WORK TO ITS ORIGINAL CONDITION.

M. PROVIDE BITUMINOUS OR OTHER COATING APPROVED BY THE ARCHITECT WHERE DISSIMILAR METALS MEET.

800 ALLEGHENY AVENUE PITTSBURGH, PA 15212

H

ETR

EXIST

EXP

EXT

EXISTING TO REMAIN

EXISTING

EXPANSION

EXTERIOR

MTL METAL N. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS OR SECTIONS, BUT APPLY UNLESS NOTED OTHERWISE.

O. REMOVE DEMOLITION AND CONSTRUCTION DEBRIS TO AN OFF-SITE DISPOSAL LOCATION UNLESS NOTED OTHERWISE.

P. SHOULD THE DRAWINGS DISAGREE WITH ONE ANOTHER OR WITH THE

GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

SPECIFICATIONS, PERFORM OR PROVIDE THE GREATER QUALITY OR QUANTITY OF WORK OR MATERIALS. G002

Q. PROVIDE MATERIAL AND LABOR REQUIRED IN ORDER TO ACHIEVE FULLY FUNCTIONING AND OPERABLE SYSTEMS. BID SET

SHEET FILE/PLOT DATE: 12/17/2020 2:21:19 PM

01 GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

1.0 PROJECT IDENTIFICATION

A. OWNER: COMMUNITY COLLEGE OF ALLEGHENY COUNTY B. PROJECT NAME: STUDENT SERVICE CENTER RENOVATIONS C. PROJECT LOCATION: 808 RIDGE AVENUE, PITTSBURGH, PA 15212

2.0 THE PROJECT WILL BE CONSTRUCTED UNDER ONE PRIME CONTRACT.

2.1 CONTRACT DOCUMENTS INDICATE THE WORK OF THE CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS THAT MAY HAVE AN IMPACT ON THE PROJECT. RELATED REQUIREMENTS AND CONDITIONS THAT MAY BE INDICATED ON CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, FOLLOWING:

A. APPLICABLE CODES AND REGULATIONS; NOTICES AND PERMITS. B. EXISTING SITE CONDITIONS AND RESTRICTIONS ON USE OF THE SITE. C. OCCUPANCY REQUIREMENTS.

3.0 THE FOLLOWING REGULATIONS WHICH ARE APPLICABLE TO THIS PROJECT INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:

A. PENNSYLVANIA DEPARTMENT OF LABOR AND INDUSTRY UCC B. INTERNATIONAL BUILDING CODE 2015 C. INTERNATIONAL EXISTING BUILDING CODE 2015 D. INTERNATIONAL ENERGY CONSERVATION CODE 2015 E. ALLEGHENY COUNTY PLUMBING CODE 2017 F. INTERNATIONAL MECHANICAL CODE 2015 G. NATIONAL ELECTRIC CODE 2015 H. INTERNATIONAL FIRE CODE 2015

1. NFPA 13 I. ICC/ANSI A117.1 - 2009

1. IBC CHAPTER 11 J. OSHA

3.2 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FILING FOR THE BUILDING, ELECTRICAL AND HVAC PERMITS WITH THE CITY OF PITTSBURGH AND INCLUDE PERMIT FEES IN THE COST OF CONSTRUCTION. THE FIRE PROTECTION PERMIT WILL BE APPLIED FOR BY THE FIRE PROTECTION CONTRACTOR DOING THE WORK.

4.0 PROJECT SCHEDULE

A. CONSTRUCTION DURATION: 2 MONTHS, DO NOT BEGIN WORK UNTIL ALL MATERIALS ARE ORDERED AND WORK CAN PROCEED IN A TIMELY UNINTERRUPTED FASHION

B. FINAL COMPLETION: WITHIN 120 DAYS OF CONTRACT EXECUTION.

01 14 00 WORK RESTRICTIONS

1.0 WORK HOURS: 7:00 AM TO 3:30 PM, MONDAY THROUGH FRIDAY, UNLESS SPECIFICALLY NOTED OTHERWISE. IF CONTRACTOR WISHES TO WORK DURING HOURS OTHER THAN LISTED ABOVE, THE CONTRACTOR SHALL REVIEW OPTIONS WITH THE OWNER AT A MINIMUM OF 48 HOURS IN ADVANCE.

2.0 THE ADJACENT SPACE WILL BE OCCUPIED DURING CONSTRUCTION. COORDINATE ANY UTILITY DISRUPTIONS OR OTHER INCONVENIENCES WITH THE OWNER AT LEAST 72 HOURS IN ADVANCE.

01 20 00 APPLICATION FOR PAYMENT

FORMAT: AIA G722 - APPLICATION AND CERTIFICATE FOR PAYMENT AND AIA 6703 -CONTINUATION SHEET

1.1 FOR EACH ITEMS, PROVIDE A COLUMN FOR LISTING EACH OF THE FOLLOWING: A. ITEM NUMBER B. DESCRIPTION OF WORK C. SCHEDULED VALUES D. PREVIOUS APPLICATIONS E. WORK IN PLACE AND STORE MATERIALS UNDER THIS APPLICATION F. AUTHORIZED CHANGE ORDERS G. TOTAL COMPLETED AND STORED TO DATE OF APPLICATION H. PERCENTAGE OF COMPLETION I. BALANCE TO FINISH J. RETAINAGE

2.0 PREPARATION OF APPLICATIONS

2.1 PRESENT REQUIRED INFORMATION IN TYPE WRITTEN FORM

2.2 EXECUTE CERTIFICATION BY SIGNATURE OF AUTHORIZED OFFICER

2.3 USE DATA FROM ACCEPTED SCHEDULE OF VALUES. PROVIDE DOLLAR VALUE IN EACH COLUMN FOR EACH LINE ITEM FOR PORTION OF WORK PERFORMED AND FOR STORED PRODUCTS.

LIST EACH AUTHORIZED CHANGE ORDER AS AN EXTENSION OF AIA G703 - CONTINUATION SHEET, LISTING CHANGE ORDER NUMBER AND DOLLAR AMOUNT AS FOR AN ORIGINAL ITEM OF WORK. CHANGE ORDERS MAY BE REQUIRED TO BE BROKEN DOWN IN SPECIFICATION OF WORK.

3.0 SUBMITTAL PROCEDURES

3.1 SUBMIT THE ORIGINAL AND THREE (3) COPIES OF EACH APPLICATION FOR PAYMENT TO THE OWNER FOR FURTHER PROCESSING. DUE TO CURRENT PANDEMIC CONDITIONS, IF ALL PARTIES ARE CONSENTING, THE USE OF ELECTRONIC PAY APPLICATIONS WILL BE ACCEPTABLE.

3.2 PAYMENT PERIOD: SUBMIT AT INTERVALS STIPULATED IN THE AGREEMENT. SUBMIT WITH TRANSMITTAL LETTER.

3.3 APPLICATION FOR PAYMENT SHOULD NOT BE SUBMITTED MORE FREQUENTLY THAN ONCE EVERY 30 DAYS.

4.0 PROJECT SCHEDULE

4.1. WHEN OWNER'S REPRESENTATIVE REQUIRES SUBSTANTIATING INFORMATION, SUBMIT DATA JUSTIFYING LINE ITEM AMOUNTS IN QUESTION.

4.2 PROVIDE ONE COPY OF DATA WITH COVER LETTER FOR EACH COPY OF SUBMITTAL. SHOW APPLICATION NUMBER AND DATE, AND LINE ITEM BY NUMBER AND DESCRIPTION.

4.3 MATERIAL STORED OFF-SITE: SUBMIT INSURANCE CERTIFICATES, INVOICES, ETC., IN ACCORDANCE WITH THE GENERAL CONDITIONS.

01 25 00 SUBSTITUTION PROCEDURES

1.0 SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN INDICATED ON PRODUCT DATA OR SHOP DRAWINGS WITHOUT A SEPARATE FORMAL REQUEST.

2.0 SUBSTITUTE PRODUCTS SHALL NOT BE ORDERED OR INSTALLED WITHOUT WRITTEN ACCEPTANCE.

3.0 CONTRACTOR TO SUBMIT SEPARATE REQUEST FOR EACH SUBSTITUTION. DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION REQUIREMENTS WITH THE CONTRACT DOCUMENTS.

4.0 GIVE QUALITY AND PERFORMANCE COMPARISON BETWEEN PROPOSED SUBSTITUTION AND THE SPECIFIED PRODUCT. PROVIDE COST DATA COMPARING PROPOSED SUBSTITUTION AND THE SPECIFIED PRODUCT, AND THE AMOUNT OF NEW CHANGE TO CONTRACT SUM.

4.1. IDENTIFY EFFECT OF SUBSTITUTION ON THE CONSTRUCTION SCHEDULE AND THE CHANGE REQUIRED IN OTHER WORK OF PRODUCTS.

4.2 ARCHITECT WILL REVIEW FORMAL REQUEST FOR SUBSTITUTION AND DETERMINE ACCEPTABILITY OF SUBSTITUTION.

01 30 00 ADMINISTRATIVE REQUIREMENTS

1.0 THE CONTRACTOR SHALL EMPLOY A SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE PROJECT SITE DURING PERFORMANCE OF THE WORK

2.0 THE CONTRACTOR SHALL COORDINATE SCHEDULING AND TIMING OF REQUIRED ADMINISTRATIVE PROCEDURES WITH OTHER CONSTRUCTION ACTIVITIES TO AVOID CONFLICTS TO ENSURE ORDERLY PROGRESS OF THE WORK. SUCH ADMINISTRATIVE ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:

A. PREPARATION OF CONSTRUCTION SCHEDULE B. INSTALLATION AND REMOVAL OF TEMPORARY FACILITIES AND CONTROLS C. DELIVERY AND PROCESSING OF SUBMITTALS D. PROGRESS MEETINGS E. PROJECT CLOSEOUT ACTIVITIES

01 31 00 PROJECT MANAGEMENT AND COORDINATION

1.0 PRECONSTRUCTION CONFERENCE:

1.1 ATTEND PRECONSTRUCTION CONFERENCE AND ORGANIZATIONAL MEETING SCHEDULED BY ARCHITECT OR OWNER REPRESENTATIVE AT PROJECT SITE OR OTHER CONVENIENT LOCATION.

1.2 BE PREPARED TO DISCUSS ITEMS OF SIGNIFICANCE THAT COULD AFFECT PROGRESS, INCLUDING SUCH TOPICS AS:

A. CONSTRUCTION SCHEDULE, DELIVERIES AND STORAGE, PROJECT CLEANUP, SECURITY, USE OF PREMISES, COORDINATION OF CONSTRUCTION ACTIVITIES WITH OWNER'S OPERATIONS, WORK RESTRICTIONS, AND WORK HOURS.

2.0 PROGRESS MEETINGS:

2.1 THE GC WILL:

A. SCHEDULE AND ADMINISTER CONSTRUCTION PROGRESS AND COORDINATION MEETINGS EVERY OTHER WEEK AND CALLED MEETINGS OTHERWISE NEEDED, THROUGH THE PROGRESS OF WORK.

B. PRESIDE AT MEETINGS, RECORD MINUTES, AND DISTRIBUTE COPIES WITHIN FIVE (5) DAYS AFTER MEETING TO PARTICIPANTS, AND TO ENTITIES AFFECTED BY DECISIONS AT THE MEETINGS, WITH (2) COPIES TO THE OWNER'S REPRESENTATIVE.

2.2 LOCATIONS OF THE PROGRESS MEETINGS TO BE AT THE PROJECT SITE. THE ROOM AND LOCATION WILL BE IDENTIFIED AT THE PRECONSTRUCTION CONFERENCE.

2.3 MINIMUM AGENDA; APPROVAL OF MINUTES FROM PREVIOUS MEETING, REVIEW OF WORK PROGRESS, FIELD OBSERVATIONS AND PROBLEMS, REVIEW OF SCHEDULE, PLANNED UPCOMING WORK, COORDINATION ISSUES, SAFETY, SECURITY AND MAINTENANCE ISSUES.

3.0 COORDINATION REQUIREMENTS:

3.1 CONTRACTOR SHALL PROVIDE COORDINATION FOR HIS OWN WORK FORCE, INCLUDING SUPPLIERS. SUBCONTRACTORS AND OTHERS INVOLVED IN THE WORK.

3.2 CONTRACTOR SHALL PROVIDE COORDINATION WITH THE ARCHITECT AND OWNER'S REPRESENTATIVE TO KEEP THEM INFORMED OF THE PROJECT PROGRESS, UPCOMING REQUIREMENTS, AND OTHER PORTIONS OF THE WORK REQUIRING ACTION BY THE OWNER.

01 32 00 CONSTRUCTION SCHEDULES, REPORTS, AND NOTICES

1.0 PAYMENT: NO APPLICATION FOR PAYMENT WILL BE APPROVED AFTER APPLICATION FOR PAYMENT NO. 1, UNLESS THE CONTRACTOR HAS AN APPROVED CONSTRUCTION SCHEDULE THAT IS ACCEPTABLE TO THE OWNER AND THE ARCHITECT.

2.0 SCHEDULING

2.1 CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO PERFORMING WORK WITHIN PORTIONS OF THE OCCUPIED BUILDING

2.2 AN OVERALL COORDINATION CONSTRUCTION SCHEDULE WILL BE REQUIRED ON THIS PROJECT WHICH WILL INCLUDE THE WORK AND THE RESPONSIBILITY OF EACH SUB-CONTRACTOR.

2.3 PRELIMINARY CONSTRUCTION SCHEDULE: WITHIN TEN (10) WORKING DAYS OF THE NOTICE TO PROCEED, OR FULLY EXECUTED AGREEMENT, WHICHEVER COMES FIRST, THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ARCHITECT A PRELIMINARY CPM CONSTRUCTION SCHEDULE SHOWING THE CONSTRUCTION OPERATIONS SEQUENCED AND COORDINATED.

A. SUBMITTAL TABULATION: THE SUBMITTAL OF THE CONTRACTOR'S PRELIMINARY SCHEDULE SHALL INCLUDE A TABULATION OF SUBMITTALS REQUIRED. LIST THOSE SUBMITTALS REQUIRED TO MAINTAIN ORDERLY PROGRESS OF THE WORK, AND THOSE REQUIRED TO BE SUBMITTED EARLY BECAUSE OF LONG LEAD TIME FOR MANUFACTURE OR FABRICATION.

2.4 UPDATING THE CONSTRUCTION SCHEDULE - THE CONTRACTOR SHALL PROVIDE AN UPDATED CONSTRUCTION SCHEDULE AT EACH PROGRESS MEETING AND SHALL INCLUDE AN UPDATED SCHEDULE WITH REQUEST FOR PAYMENT.

2.5 SPECIAL REPORTS REPORTING: WHEN AN EVENT OF AN UNUSUAL AND SIGNIFICANT NATURE OCCURS AT THE SITE, THE CONTRACTOR SHALL PREPARE AND SUBMIT A SPECIAL REPORT. LIST THE CHAIN OF EVENTS, PERSONS INDICATED, RESPONSE BY THE CONTRACTOR'S PERSONNEL, AN EVALUATION OF THE RESULTS OR EFFECTS AND SIMILAR PERTINENT INFORMATION. THE REPORT SHALL BE ISSUED TO THE OWNER AND ARCHITECT WITHIN ONE (1) DAY OF THE OCCURRENCE.

2.6 THE CONTRACTOR SHALL GIVE NOTICE AND COMPLY WITH LAWS, ORDINANCES, RULES, REGULATIONS, AND ORDERS OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE OF THE WORK. IF THE CONTRACTOR OBSERVES THAT THE CONTRACT DOCUMENTS ARE A VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING, AND NECESSARY CHANGES SHALL BE ADJUSTED BY APPROPRIATE NOTIFICATION. IF THE CONTRACTOR PERFORMS WORK KNOWING IT BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT SUCH NOTICE TO THE ARCHITECT, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY AND SHALL BEAR THE COSTS ATTRIBUTED THE DECISIONS.

01 33 00 SUBMITTAL PROCEDURES

1.0 SUBMITTALS

1.1 FORMAT & QUANTITY: CONTRACTOR SHALL SUBMIT ONE (1) ELECTRONIC COPY OF EACH SUBMITTAL. ELECTRONIC COPY SHALL BE IN ADOBE ACROBAT - PDF FORMAT. CONTRACTOR SHALL SUBMIT TWO (2) PAPER COPIES AND ONE (1) ELECTRONIC COPY WHERE REQUIRED FOR PHYSICAL SAMPLES, MAINTENANCE MANUALS, ETC. OR ITEMS FOR CONFORMING TO ELECTRONIC SUBMITTAL FORMAT. THE ARCHITECT WILL RETAIN ALL PAPER COPIES, AND WILL RETURN THE ELECTRONIC COPY MARKED WITH ACTION TAKEN, AND CORRECTION OR MODIFICATIONS REQUIRED. AN ELECTRONIC COPY SHALL BE MAINTAINED AS A "RECORD DOCUMENT."

1.2 DISTRIBUTION: FURNISH COPIES OF FINAL SUBMITTAL TO MANUFACTURER'S SUBCONTRACTORS, SUPPLIERS, FABRICATORS, INSTALLERS, AND OTHER REQUIRED FOR PERFORMANCE OF CONSTRUCTION ACTIVITIES. FURNISH COPIES OF FINAL SUBMITTAL TO OTHER PRIME CONTRACTORS REQUIRED FOR COORDINATION OF WORK. SHOW DISTRIBUTION ON TRANSMITTAL FORMS. DO NOT PROCEED WITH INSTALLATION UNTIL AN APPLICABLE COPY OF THE SUBMITTAL IS IN THE INSTALLER'S POSSESSION.

1.3 DO NOT PERMIT USE OF UNMARKED COPIES OF SUBMITTALS IN CONNECTION WITH CONSTRUCTION.

2.0 PRODUCT DATA

2.1 COLLECT PRODUCT DATA INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OR SYSTEM. MARK EACH COPY TO SHOW APPLICABLE CHOICES AND OPTIONS. WHERE PRODUCT DATA INCLUDES INFORMATION ON SEVERAL PRODUCTS, SOME OF WHICH ARE NOT REQUIRED, MARK COPIES TO INDICATE THE APPLICABLE INFORMATION. INCLUDE THE FOLLOWING INFORMATION:

A. MANUFACTURER'S PRINTED RECOMMENDATIONS. B. MANUFACTURER'S PRINTED SPECIFICATIONS. C. MANUFACTURER'S INSTALLATION INSTRUCTIONS. D. STANDARD COLOR CHARTS (IF APPLICABLE). E. COMPLIANCE WITH RECOGNIZED TRADE ASSOCIATION STANDARDS. F. COMPLIANCE WITH RECOGNIZED TESTING AGENCY STANDARDS. G. APPLICATION OF TESTING AGENCY LABELS AND SEALS H. NOTATION OF DIMENSIONS VERIFIED BY FIELD MEASUREMENT I. NOTATION OF COORDINATION REQUIREMENTS

2.2 PROVIDE PRODUCT DATA SUBMITTALS FOR ALL SPECIFICATION SECTIONS INCLUDED IN DIVISIONS 2 THROUGH 34.

3.2 SHEET SIZE: EXCEPT FOR TEMPLATES, PATTERNS AND SIMILAR FULL-SIZE DRAWINGS, SUBMIT SHOP DRAWINGS ON SHEETS AT LEAST 8-1/2"X11" BUT NO LARGER THAN 24"X36". CONTRACTOR TO SUBMIT PAPER COPY OF SHOP DRAWING WHEN SHEET SIZE EXCEEDS 8-1/2"X11"

3.3 DO NOT USE SHOP DRAWINGS WITHOUT A FINAL STAMP INDICATING ACTION TAKEN IN CONNECTION WITH CONSTRUCTION.

3.4 PROVIDE SHOP DRAWINGS WHERE REQUIRED BY PROCEEDING TECHNICAL SPECIFICATIONS.

4.0 SAMPLES

4.1 SAMPLES FOR INITIAL SELECTION: SUBMIT MANUFACTURER'S COLOR CHARTS CONSISTING OF UNITS OR SECTIONS OF UNITS SHOWING THE FULL RANGE OF COLORS, TEXTURES, AND PATTERNS AVAILABLE.

4.2 SUBMITTALS: SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE, FOR A FINAL CHECK OF THESE CHARACTERISTICS, AND A COMPARISON OF THESE CHARACTERISTICS BETWEEN THE FINAL SUBMITTAL AND THE COMPONENT AS DELIVERED AND INSTALLED. WHERE VARIATIONS ARE INHERENT IN THE PRODUCT, SUBMIT MULTIPLE UNITS THAT SHOW LIMITS OF THE VARIATIONS. SUBMIT ONE (1) PHYSICAL SET, WHICH SHALL BE MAINTAINED AT THE PROJECT SITE, FOR QUALITY COMPARISON AND ONE (1) ELECTRONIC SET WHICH WILL BE RETURNED MARKED WITH ACTION TAKEN.

4.3 SUBMIT SAMPLES WHERE INDICATED IN THE PROCEEDING TECHNICAL SPECIFICATIONS.

5.0 WARRANTY

5.1 PROVIDE MANUFACTURERS STANDARD WARRANTY FOR ALL PRODUCTS.

5.2 WARRANTY PERIOD: TIMEFRAME DEPENDED UPON PRODUCT.

6.0 CONTRACTOR'S REVIEW

6.1 COMPLIANCE REVIEW: REVIEW EACH SUBMITTAL AND CHECK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROVAL STAMP BEFORE SUBMITTING TO ARCHITECT.

6.2 APPROVAL STAMP: STAMP EACH SUBMITTAL WITH A UNIFORM, APPROVAL STAMP. INCLUDE PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION TITLE AND NUMBER, NAME OF REVIEWER, DATE OF CONTRACTOR'S APPROVAL, AND A STATEMENT CERTIFYING THAT THE SUBMITTAL HAS BEEN REVIEWED, CHECKED, AND APPROVED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS.

7.0 ARCHITECT'S ACTION

7.1 GENERAL: ARCHITECT WILL NOT REVIEW SUBMITTALS THAT DO NOT BEAR THE CONTRACTOR'S APPROVAL STAMP AND WILL BE RETURNED WITHOUT ACTION.

7.2 ACTION SUBMITTALS: EXCEPT FOR SUBMITTAL FOR RECORD OR FOR INFORMATIONAL PURPOSES ONLY, SUBMITTALS WHERE ACTION AND RETURN IS REQUIRED WILL BE REVIEWED BY THE ARCHITECT AND MARKED TO INDICATE ACTION TAKEN, AND RETURNED. COMPLIANCE WITH SPECIFIED CHARACTERISTICS IS THE CONTRACTOR'S RESPONSIBILITY.

7.3 ACTION STAMP: THE ARCHITECT WILL STAMP EACH SUBMITTAL WITH A SELF-EXPLANATORY ACTION STAMP. THE STAMP WILL BE APPROPRIATELY MARKED TO INDICATE ACTION TAKEN.

7.4 PARTIAL SUBMITTALS PREPARED FOR A PORTION OF THE WORK WILL BE REVIEWED WHEN USE OF PARTIAL SUBMITTALS HAS RECEIVED PRIOR APPROVAL FROM ARCHITECT.

7.5 INCOMPLETE SUBMITTALS ARE UNACCEPTABLE, WILL BE CONSIDERED NONRESPONSIVE, AND WILL BE RETURNED FOR RESUBMITTAL WITHOUT REVIEW.

01 40 00 QUALITY REQUIREMENTS

1.0 TESTING AND INSPECTING SERVICES ARE USED TO VERIFY COMPLIANCE WITH REQUIREMENTS SPECIFIED OR INDICATED. THESE SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH CONTRACT DOCUMENT REQUIREMENTS.

2.0 PROVIDE PERFORMANCE REQUIREMENTS WHERE REQUIRED BY PROCEEDING TECHNICAL SPECIFICATIONS.

3.0 NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IF ASBESTOS-CONTAINING MATERIALS OR OTHER HAZARDOUS MATERIALS, OTHER THAN THOSE IDENTIFIED IN THE DOCUMENTS, ARE ENCOUNTERED WHILE PERFORMING THE WORK.

4.0 SUBMIT TO OWNER PERMITS, LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE, AND RECORDS ESTABLISHING COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON PERFORMANCE OF THE WORK. CONTRACTOR TO ARRANGE FOR INSPECTIONS OF INSTALLED WORK BY GOVERNING AUTHORITY.

5.0 REPAIR AND PROTECTION:

5.1 ON COMPLETION OF TESTING, INSPECTING, SAMPLE TAKING, AND SIMILAR SERVICES, REPAIR DAMAGED CONSTRUCTION AND RESTORE SUBSTRATES AND FINISHES.

5.2 PROTECT CONSTRUCTION EXPOSED BY OR FOR QUALITY ASSURANCE AND QUALITY CONTROL ACTIVITIES.

5.3 REPAIR AND PROTECTION ARE CONTRACTOR'S RESPONSIBILITY, REGARDLESS OF ASSIGNMENT OF RESPONSIBILITY FOR QUALITY ASSURANCE AND QUALITY CONTROL SERVICES

01 50 00 TEMPORARY FACILITIES, CONTROLS, SECURITY, AND STAGING

1.0 OWNER WILL PROVIDE ELECTRIC POWER FOR CONSTRUCTION ACTIVITIES WITHIN LIMITS AVAILABLE AT EXISTING FACILITY.

2.0 ERECT ADEQUATE BARRICADES, WARNING SIGNS, AND LIGHTS NECESSARY TO PROTECT PERSONS FROM INJURY OR HARM.

3.0 CONTRACTOR IS RESPONSIBLE FOR SECURITY OF MATERIALS, TOOLS, AND EQUIPMENT. SAFEGUARD BUILDING AND CONTENTS WHILE THE WORK IS BEING PERFORMED AND SECURE THE PROJECT SITE WHEN THE WORK IS FINISHED FOR THE DAY.

4.0 AT CONTRACTOR'S DISCRETION, PROVIDE TEMPORARY ENCLOSURE AROUND CONSTRUCTION AREA FOR SECURITY AND PROTECTION FROM THEFT, VANDALISM, AND UNAUTHORIZED ENTRY. THE ENCLOSURE SHOULD SEPARATE CONSTRUCTION/DEMOLITION AREAS FROM THE PORTIONS OF THE PROPERTY THAT WILL BE OCCUPIED AND ACCESSED BY THE OWNER OR OWNER'S FORCES. PROVIDE GATES OR ACCESS POINTS AS NECESSARY TO FACILITATE YOUR WORK. A MINIMUM OF ONE (1) DOOR/GATE AND ONE (1) LARGER GATE SHALL BE PROVIDED WITH LOCKABLE OPENINGS. MAINTAIN ENCLOSURE THROUGHOUT THE CONSTRUCTION PERIOD.

4.1 THE CONTRACTOR SHALL INSTALL TEMPORARY DIRECTION AND CAUTION SIGNS FOR SAFE DIRECTION AND EVACUATION THROUGH OR AROUND CONSTRUCTION AREA.

A. SIGNS SHALL BE MADE OF SUBSTANTIAL MATERIAL WHICH WILL REMAIN IN PLACE AND BE READABLE THROUGHOUT THE ENTIRE CONSTRUCTION OF EACH PHASE OF WORK FOR WHICH THE SIGN IS NEEDED.

5.0 PROVIDE TWO LAYERS OF PLYWOOD UNDER SUPPORTS OF CONTRACTOR'S DUMPSTER FOR DISTRIBUTION OF WEIGHT WHEN PLACED ON EXISTING ASPHALT SURFACES.

A. REVIEW DUMPSTER LOCATION WITH OWNER PRIOR TO PLACEMENT.

6.0 PROTECT ALL EXTERIOR MECHANICAL EQUIPMENT ADJACENT TO DEMOLITION / RENOVATION ACTIVITIES TO PREVENT DAMAGE FROM CONSTRUCTION DEBRIS.

7.0 PARKING FOR CONTRACTOR'S EMPLOYEES WILL NOT BE PROVIDED BY THE OWNER. CONTRACTOR TO MAKE THEIR OWN ARRANGEMENTS.

8.0 CONTRACTOR TO PROVIDE, ERECT, AND MAINTAIN TEMPORARY SCAFFOLDING, LADDERS, PLATFORMS, SHORING AND ALL OTHER EQUIPMENT THAT IS REQUIRED FOR THE EXECUTION OF THE WORK.

8.1 CONTRACTOR TO PROVIDE TEMPORARY RAILINGS AS REQUIRED DURING THE PROJECT FOR THE SAFETY AND WELFARE OF THE WORKERS AND THE PUBLIC, WHICH INCLUDES THE ARCHITECT AND THE OWNER.

8.2 CONTRACTOR TO REFER TO AND AGREE TO COMPLY WITH THE TERMS, REGULATIONS, AND CONDITIONS CONTAINED IN THE LATEST EDITIONS OF THE IBC AND WHERE APPLIES THE DEPARTMENT OF LABOR AND INDUSTRY "REGULATIONS FOR CONSTRUCTIONS AND REPAIRS" AND "REGULATIONS FOR RAILINGS, TOE BOARDS, OPEN SIDE FLOORS, PLATFORMS, AND RUNWAYS", AND "REGULATIONS FOR PROTECTION FROM FIRE AND PANIC" AND OSHA REQUIREMENTS.

01 66 00 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS

1.0 DELIVER, STORE, AND HANDLE PRODUCTS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, USING MEANS AND METHODS THAT WILL PREVENT DAMAGE, DETERIORATION, AND LOSS, INCLUDING THEFT.

2.0 COORDINATE DELIVERY WITH INSTALLATION TIME TO ENSURE MINIMUM HOLDING TIME FOR ITEMS THAT ARE FLAMMABLE, HAZARDOUS, EASILY DAMAGED, OR SENSITIVE TO DETERIORATION, THEFT, AND OTHER LOSSES.

3.0 INSPECT PRODUCTS UPON DELIVERY TO ENSURE COMPLIANCE WITH CONTRACT DOCUMENTS, AND TO ENSURE THAT PRODUCTS ARE UNDAMAGED AND PROPERLY PROTECTED.

4.0 STORE PRODUCTS AT SITE IN MANNER THAT WILL SIMPLIFY INSPECTION AND MEASUREMENT OF QUANTITY OR COUNTING OF UNITS.

5.0 STORE PRODUCTS SUBJECT TO DAMAGE BY ELEMENTS ABOVE GROUND, UNDER COVER IN WEATHER TIGHT ENCLOSURE, WITH VENTILATION ADEQUATE TO PREVENT CONDENSATION. MAINTAIN TEMPERATURE AND HUMIDITY WITHIN RANGE REQUIRED BY MANUFACTURER'S INSTRUCTIONS.

01 70 00 EXECUTION REQUIREMENTS

1.0 COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION OF ALL PRODUCTS. INCLUDING BUT NOT LIMITED TO SUBSTRATES.

2.0 DESIGN, FURNISH, INSTALL ALL SHORING, BRACING, AND SHEATHING AS REQUIRED FOR SAFETY AND FOR PROPER EXECUTION OF THE WORK AND, UNLESS OTHERWISE REQUIRED, REMOVE SAME WHEN THE WORK IS COMPLETED.

3.0 COVER AND PROTECT FURNITURE, EQUIPMENT, FIXTURES, OR ADJACENT STRUCTURES FROM SOILING AND DAMAGE WHEN DEMOLITION WORK IS PERFORMED IN AREAS FROM WHICH SUCH ITEMS HAVE NOT BEEN REMOVED OR ARE IN CLOSE PROXIMITY

3.1 PROTECT INSTALLED WORK DURING CONSTRUCTION PERIOD TO PREVENT STAINING, DAMAGE, AND WEAR ON VERTICAL SURFACES. PROTECT INSTALLED WORK WITH KRAFT PAPER OR OTHER HEAVY COVERING. ON HORIZONTAL SURFACES PROTECT INSTALLED WORK WITH RAM BOARD OR SIMILAR PRODUCT.

01 74 00 CLEANING AND WASTE MANAGEMENT

1.0 DISPOSAL OF WASTE:

1.1 EXCEPT FOR ITEMS OR MATERIALS TO BE SALVAGED, RECYCLED OR OTHERWISE REUSED, REMOVE WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION:

A. PROVIDE HANDLING, CONTAINERS, STORAGE, SIGNAGE, TRANSPORTATION AND OTHER ITEMS AS REQUIRED TO IMPLEMENT WASTE MANAGEMENT PLAN DURING THE DURATION OF THE CONTRACT.

B. EXCEPT AS OTHERWISE SPECIFIED, DO NOT ALLOW WASTE MATERIALS THAT ARE TO BE DISPOSED OF ACCUMULATE ON-SITE.

C. REMOVE AND TRANSPORT DEBRIS IN MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

1.2 BURNING: DO NOT BURN WASTE MATERIALS.

1.3 DISPOSAL: TRANSPORT WASTE MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM

2.0 PROGRESS CLEANING: DAILY

2.1 KEEP PREMISES BROOM-CLEAN DURING PROGRESS OF THE WORK.

2.2 DURING DEMOLITION, APPLY PROTECTIVE COVERING WHEN REQUIRED TO ENSURE PROTECTION FROM SOILING, DAMAGE, OR DETERIORATION UNTIL COMPLETION.

2.3 REMOVE WASTE MATERIALS AND RUBBISH CAUSED BY EMPLOYEES AND SUBCONTRACTORS, DISPOSE OF LEGALLY.

3.0 FINAL CLEANING:

3.1 "CLEAN," FOR THE PURPOSE OF THIS ARTICLE, AND EXCEPT AS MAY BE SPECIFICALLY PROVIDED OTHERWISE, SHALL BE INTERPRETED AS MEANING THE LEVEL OF CLEANLINESS GENERALLY PROVIDED BY SKILLED CLEANERS USING COMMERCIAL QUALITY BUILDING MAINTENANCE EQUIPMENT AND MATERIALS.

3.2 PRIOR TO COMPLETION OF THE WORK, REMOVE FROM THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP DEBRIS, AND WASTE.

3.3 SITE: UNLESS OTHERWISE SPECIFICALLY DIRECTED BY THE ARCHITECT, BROOM CLEAN PAVED AREAS OF THE SITE AND PUBLIC PAVED AREAS ADJACENT TO THE SITE. COMPLETE REMOVE RESULTANT DEBRIS.

3.4 EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES OF ADJACENT BUILDINGS AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES, AND OTHER FOREIGN MATTER THAT ARE AS RESULT OF THIS PROJECT. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. THE ARCHITECT MAY REQUIRE ADDITIONAL OR OTHER CLEANING AT NO ADDITIONAL COST TO THE OWNER TO REMOVE FOREIGN MATTER THAT IS A RESULT OF THIS PROJECT.

3.5 IF CONTRACTOR FAILS TO CLEAN UP, OWNER MAY DO SO AND CHARGE COST TO CONTRACTOR.

01 77 00 CLOSEOUT PROCEDURES

1.0 WHEN THE CONTRACTOR CONSIDERS WORK TO BE SUBSTANTIALLY COMPLETE, SUBMIT WRITTEN NOTICE TO THE ARCHITECT AND OWNER'S REPRESENTATIVE.

2.0 SUBSTANTIAL COMPLETION INSPECTION:

2.1 CONTRACTOR SHALL CONDUCT THEIR OWN INSPECTION OF THE WORK AND SHALL NOT REQUEST SUBSTANTIAL COMPLETION INSPECTION UNTIL THE WORK OF THE CONTRACT IS COMPLETE AND CORRECTION OF OBVIOUS DEFECTS OR OMISSIONS ARE COMPLETE.

2.2 ARCHITECT SHALL COMPLETE ONE SUBSTANTIAL COMPLETION INSPECTION OF WORK. NOTE: THE OWNER RESERVES THE RIGHT TO OCCUPY AND TO PLACE AND INSTALL EQUIPMENT IN COMPLETED AREAS OF THE BUILDING PRIOR TO SUBSTANTIAL COMPLETION, PROVIDED SUCH OCCUPANCY DOES NOT INTERFERE WITH COMPLETION OF THE WORK. SUCH PLACING OF EQUIPMENT AND PARTIAL OCCUPANCY SHALL NOT CONSTITUTE ACCEPTANCE OF THE TOTAL WORK.

3.0 FINAL INSPECTION:

3.1 CONTRACTOR TO NOTIFY ARCHITECT WHEN ALL PUNCH LIST ITEMS IDENTIFIED IN SUBSTANTIAL COMPLETION INSPECTION ARE COMPLETE.

3.2 ARCHITECT TO COMPLETE A FINAL INSPECTION OF THE PUNCH LIST ITEMS TO VERIFY ALL ITEMS HAVE BEEN COMPLETED. WHEN ARCHITECT AND OWNER CONFIRM THAT THE WORK IS SATISFACTORILY COMPLETE, THE ARCHITECT WILL AUTHORIZE FINAL PAYMENT.

01 78 00 CLOSEOUT SUBMITTALS

1.0 EVIDENCE OF COMPLIANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES HAVING JURISDICTION INCLUDE BUT NOT NECESSARILY LIMITED TO:

A. CERTIFICATE OF INSPECTIONS B. CERTIFICATE OF OCCUPANCY

2.0 EVIDENCE OF PAYMENT AND RELEASE OF LIENS - CONTRACTOR'S AFFIDAVIT FOR PAYMENT AND DEBTS AND CLAIMS (AIA FORM G706): TO REQUIREMENTS OF GENERAL AND SUPPLEMENTARY CONDITIONS.

3.0 OPERATIONS AND MAINTENANCE DATA, INSTRUCTIONS TO OWNER'S PERSONNEL

4.0 WARRANTIES:

4.1 WHEN WRITTEN GUARANTEES BEYOND ONE (1) YEAR AFTER SUBSTANTIAL COMPLETION ARE REQUIRED BY CONTRACT DOCUMENTS, SECURE SUCH GUARANTEES AND WARRANTIES PROPERLY ADDRESSED AND SIGNED IN FAVOR OF OWNER. INCLUDE THESE DOCUMENTS IN OPERATIONS & MAINTENANCE MANUAL (S) SPECIFIED ABOVE.

4.2 DELIVERY OF GUARANTEES AND WARRANTIES WILL NOT RELIEVE CONTRACTOR FROM OBLIGATIONS ASSUMED UNDER OTHER PROVISIONS OF CONTRACT DOCUMENTS.

5.0 SPACE PARTS AND MAINTENANCE MATERIALS.

6.0 CONSENT OF SURETY COMPANY TO FINAL PAYMENT (AIA FORM G707)



Phone: 412.206.0410

www.HayesDesign.com

CONSULTANT'S LOGO:

ARCHITECT'S SEAL:

OWNER:



PROJECT NO: ISSUED:


CONSULTANT'S SEAL:

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

LENZH.F. COMPANY 1051 Brinton Road Pittsburgh, PA 15221 Phone: 412-371-9073 FAX: 412-371-9076 www.hflenz.com

ENGINEERING

SPECIFICATIONS

G003



2027 DECEMBER 17, 2020


BID SET


ALLEGHENY COUNTY

RENOVATIONS TO:


1 2 3 4 5 6 7 8 9 10

A

08 11 13 - HOLLOW METAL DOORS AND FRAMES 2.2 GLASS PRODUCTS 09 22 16 NON STRUCTURAL METAL FRAMING 09 65 13 - RESILIENT BASE AND ACCESSORIES 09 91 23 - INTERIOR PAINTING A. FULLY TEMPERED FLOAT GLASS: ASTM C1048, KIND FT (FULLY TEMPERED),

2.0 ACCEPTABLE MANUFACTURERS: CONDITION A (UNCOATED) UNLESS OTHERWISE INDICATED, TYPE I, CLASS 1 1.0 PERFORMANCE REQUIREMENTS: FOR WALL ASSEMBLIES, LIMITED 1/240 OF THE WALL 2.0 THERMOPLASTIC-RUBBER BASE RB-1 2.0 ONE PRIME COAT (MPI #50). A. CECO DOOR; ASSA ABLOY. (CLEAR). HEIGHT BASED ON HORIZONTAL LOADING 10 IBF/SQ.FT. A. MANUFACTURER: ROPPE, TO MATCH EXISTING. B. DKS STEEL DOOR & FRAME SYSTEMS, INC. 1. FABRICATION PROCESS: BY HORIZONTAL (ROLLER-HEARTH) PROCESS WITH B. HEIGHT: 4 INCH. 2.1 INTERMEDIATE COAT (SAME AS TOPCOAT). C. GENSTEEL DOORS, INC. ROLL-WAVE DISTORTION PARALLEL TO BOTTOM EDGE OF GLASS AS 1.1 FRAMING MEMBERS TO COMPLY WITH ASTM C754 FOR CONDITIONS INDICATED C. COLOR AND STYLE: TO MATCH EXISTING. D. PIONEER INDUSTRIES. INSTALLED UNLESS OTHERWISE INDICATED. 2.2 TOPCOAT (SHERWIN WILLIAMS - PROMAR 200 ZERO VOC INTERIOR LATEX EGG-E. STEELCRAFT; AN ALLEGION BRAND. A. STEEL SHEET COMPONENTS, COMPLY WITH ASTM C 645 REQUIREMENTS FOR 2.1 INSTALLATION MATERIALS SHELL, OR SIMILAR).

2.3 GLAZING SEALANTS METAL UNLESS OTHERWISE INDICATED. A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, A. COLORS TO MATCH EXISTING. 2.1 HOLLOW-METAL DOORS AND FRAMES: NAAMM-HMMA 860; SDI A250.4, PHYSICAL A. COMPATIBILITY: COMPATIBLE WITH ONE ANOTHER AND WITH OTHER MATERIALS B. PROTECTIVE COATING: ASTM A 653/A 653M, G60, HOT DIP GALVANIZED PORTLAND-CEMENT-BASED OR BLENDED HYDRAULIC-CEMENT-BASED B. SEE FINISH SCHEDULE ON A801 FOR PAINT TYPES. PERFORMANCE LEVEL A. THEY CONTACT, INCLUDING GLASS PRODUCTS, SEALS OF INSULATING-GLASS FORMULATION PROVIDED OR APPROVED BY RESILIENT-PRODUCT

UNITS, AND GLAZING CHANNEL SUBSTRATES, UNDER CONDITIONS OF SERVICE 2.0 STUDS AND TRACKS, ASTM C645 WITH MINIMUM BASE THICKNESS OF .0269" MANUFACTURER FOR APPLICATIONS INDICATED 2.2 DOORS: AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON B. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY RESILIENT-PRODUCT

TESTING AND FIELD EXPERIENCE. 2.1 SLIP-TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE ONE OF THE FOLLOWING: MANUFACTURER FOR RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS A. FACE: UNCOATED STEEL SHEET. MINIMUM THICKNESS OF 1/142 INCH. B. SUITABILITY: COMPLY WITH SEALANT AND GLASS MANUFACTURERS' WRITTEN INDICATED. B. EDGE CONSTRUCTION: CONTINUOUSLY WELDED WITH NO VISIBLE SEAM. INSTRUCTIONS FOR SELECTING GLAZING SEALANTS SUITABLE FOR APPLICATIONS A. CLIP SYSTEM: CLIPS DESIGNED FOR USE IN HEAD OF WALL DEFLECTION C. CORE: STEEL STIFFENED. INDICATED AND FOR CONDITIONS EXISTING AT TIME OF INSTALLATION. CONDITIONS THAT PROVIDE A POSITIVE ATTACHMENT OF STUDS TO TRACKS WHILE 2.2 INSTALLATION REQUIREMENTS

C. COLORS OF EXPOSED GLAZING SEALANTS: AS SELECTED BY ARCHITECT FROM ALLOWING 1-1/2" MINIMUM VERTICAL MOVEMENT. A. APPLY RESILIENT BASE TO WALLS, COLUMNS, PILASTERS, CASEWORK AND 2.3 FRAMES: MANUFACTURER'S FULL RANGE. CABINETS IN TOE SPACES, AND OTHER PERMANENT FIXTURES IN ROOMS AND

D. NEUTRAL-CURING SILICONE GLAZING SEALANT COMPLYING WITH ASTM C920, TYPE B. SINGLE LONG LEG TRACK SYSTEM: ASTM C 645 TOP TRACK WITH 2" DEEP FLANGES AREAS WHERE BASE IS REQUIRED. A. MATERIALS: UNCOATED STEEL SHEET, MINIMUM THICKNESS OF 0.053 INCH. S, GRADE NS, CLASS 100/50, USE NT. IN THICKNESS NOT LESS THAN INDICATED FOR STUDS, INSTALLED WITH STUDS B. INSTALL RESILIENT BASE IN LENGTHS AS LONG AS PRACTICAL WITHOUT GAPS AT B. TRANSOM AND SIDELIGHT FRAMES: FABRICATED FROM SAME THICKNESS E. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE FRICTION FIT INTO TOP TRACK AND WITH CONTINUOS BRIDGING LOCATED WITHIN 12" SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. MATERIALS AS ADJACENT DOOR FRAME. PRODUCTS BY ONE OF THE FOLLOWING: OF THE TOP OF STUDS TO PROVIDE LATERAL BRACING. C. TIGHTLY ADHERE RESILIENT BASE TO SUBSTRATE THROUGHOUT LENGTH OF C. CONSTRUCTION: FULL PROFILE WELDED. 1. SIKA CORPORATION EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND

2. THE DOW CHEMICAL COMPANY 2.2 FLAT STRAP AND BACKING PLATE: STEEL SHEET FOR BLOCKING AND BRACING IN VERTICAL SUBSTRATES. 2.4 EXPOSED FINISH FOR DOORS AND FRAMES: PRIME 3. TREMCO INCORPORATED LENGTH AND WIDTH INDICATED, WITH MINIMUM BASE METAL THICKNESS: 0.0269". D. DO NOT STRETCH RESILIENT BASE DURING INSTALLATION

E. ON MASONRY SURFACES OR OTHER SIMILAR IRREGULAR SUBSTRATES, FILL 2.4 GLAZING TAPES 2.3 COLD-ROLLED CHANNEL BRIDGING: STEEL, 0.0538-INCH MINIMUM BASE-METAL VOIDS ALONG TOP EDGE OF RESILIENT BASE WITH MANUFACTURER'S

08 71 00 - DOOR HARDWARE A. BACK-BEDDING MASTIC GLAZING TAPES: PREFORMED, BUTYL-BASED, 100 THICKNESS, WITH MINIMUM 1/2-INCH-WIDE FLANGES. CLIP ANGLE: NOT LESS THAN 1-1/2" RECOMMENDED ADHESIVE FILLER MATERIAL. PERCENT SOLIDS ELASTOMERIC TAPE; NONSTAINING AND NONMIGRATING IN BY 1-1/2", 0.068" THICK GALVANIZED STEEL. F. PREFORMED CORNERS: INSTALL PREFORMED CORNERS BEFORE INSTALLING

1.0 MATCH EXISTING DOOR HARDWARE OF ADJACENT HARDWARE. CONTACT WITH NONPOROUS SURFACES; WITH OR WITHOUT SPACER ROD AS STRAIGHT PIECES. RECOMMENDED IN WRITING BY TAPE AND GLASS MANUFACTURERS FOR 2.4 HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645, WITH MINIMUM BASE METAL

2.0 MANUFACTURERS: APPLICATION INDICATED; AND COMPLYING WITH ASTM C1281 AND AAMA 800 FOR THICKNESS: 0.0296" 3.0 PROTECT RESILIENT PRODUCTS FROM MARS, MARKS, INDENTATIONS, AND OTHER A. MK - MCKINNEY PRODUCTS INDICATED BELOW: DAMAGES FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND B. YA - YALE 1. AAMA 804.3 TAPE, WHERE INDICATED. 2.5 RESILIENT FURRING CHANNELS: 1/2 INCH-DEEP, STEEL SHEET MEMBERS DESIGNED TO FIXTURES DURING REMAINDER OF CONSTRUCTION PERIOD. C. RF - RIXSON 2. AAMA 806.3 TAPE, FOR GLAZING APPLICATIONS IN WHICH TAPE IS SUBJECT TO REDUCE SOUND TRANSMISSION. D. RO - ROCKWOOD CONTINUOUS PRESSURE. 3.1 PROTECT RESILIENT PRODUCTS UNTIL SUBSTANTIAL COMPLETION. E. BE - DORMAKABA BEST 3. AAMA 807.3 TAPE, FOR GLAZING APPLICATIONS IN WHICH TAPE IS NOT 2.6 SUSPENSION SYSTEMS: F. FA - ALLEGION FALCON SUBJECT TO CONTINUOUS PRESSURE.

B. EXPANDED CELLULAR GLAZING TAPES: CLOSED-CELL, PVC FOAM TAPES; FACTORY 2.7 TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.062-INCH-3.0 HARDWARE SETS: COATED WITH ADHESIVE ON BOTH SURFACES; AND COMPLYING WITH AAMA 800 DIAMETER WIRE, OR DOUBLE STRAND OF 0.048-INCH- DIAMETER WIRE.

FOR THE FOLLOWING TYPES: SET 1.0 1. AAMA 810.1, TYPE 1, FOR GLAZING APPLICATIONS IN WHICH TAPE ACTS AS THE 2.8 WIRE HANGERS: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.16 INCH

DOORS: 102 PRIMARY SEALANT. IN DIAMETER. 2. AAMA 810.1, TYPE 2, FOR GLAZING APPLICATIONS IN WHICH TAPE IS USED IN

3 HINGE TA2714 US26D MK COMBINATION WITH A FULL BEAD OF LIQUID SEALANT. 2.9 CARRYING CHANNELS (MAIN RUNNERS): COLD-ROLLED, COMMERCIAL-STEEL SHEET 1 STOREROOM LOCK MA SERIES - 626 FA WITH A BASE-METAL THICKNESS OF 0.0538 INCH AND MINIMUM 1/2-INCH- WIDE FLANGES.

MATCH EXISTING 2.5 MISCELLANEOUS GLAZING MATERIALS DEPTH = 2-1/2" 1 INTERCHANGEABLE CORE MATCH EXISTING 626 BE A. PROVIDE PRODUCTS OF MATERIAL, SIZE, AND SHAPE COMPLYING WITH 3 SILENCER 608 (OR) 609 GRY RO REFERENCED GLAZING STANDARD, WITH REQUIREMENTS OF MANUFACTURERS

OF GLASS AND OTHER GLAZING MATERIALS FOR APPLICATION INDICATED, AND 09 29 00 GYPSUM BOARD SET 2.0 WITH A PROVEN RECORD OF COMPATIBILITY WITH SURFACES CONTACTED IN

DOORS: 101 INSTALLATION. 1.0 GYPSUM BOARD, TYPE X, 5/8" THICKNESS, TAPERED LONG EDGES, ASTM C 1396/C B. CLEANERS, PRIMERS, AND SEALERS: TYPES RECOMMENDED BY SEALANT OR 1396M, FOR WALLS AND CEILINGS UNLESS OTHERWISE NOT ON THE DRAWINGS.

3 HINGE, FULL MORTISE TA2714 US26D MK GASKET MANUFACTURER. 1 OFFICE LOCK MA SERIES - 626 FA C. SETTING BLOCKS: 2.0 GYPSUM BOARD, 5/8" THICKNESS, TAPERED LONG EDGES, ASTM C 1396/C 1396M

MATCH EXISTING 1. ELASTOMERIC MATERIAL WITH A SHORE A DUROMETER HARDNESS OF 85, 1 INTERCHANGEABLE CORE MATCH EXISTING 626 BE PLUS OR MINUS 5. 2.1 JOINT TREATMENT 3 SILENCER 608-RKW RO 2. TYPE RECOMMENDED BY SEALANT OR GLASS MANUFACTURER.

D. SPACERS: 2.2 JOINT TAPE 1. ELASTOMERIC BLOCKS OR CONTINUOUS EXTRUSIONS OF HARDNESS

08 80 00 - GLAZING REQUIRED BY GLASS MANUFACTURER TO MAINTAIN GLASS LITES IN PLACE A. GYPSUM BOARD: PAPER FOR INSTALLATION INDICATED.

1.0 COORDINATE GLAZING CHANNEL DIMENSIONS TO PROVIDE NECESSARY BITE ON 2. TYPE RECOMMENDED BY SEALANT OR GLASS MANUFACTURER. 2.3 JOINT COMPOUND: FOR EACH COAT, USE FORMATION THAT IS COMPATIBLE WITH GLASS, MINIMUM EDGE AND FACE CLEARANCES, AND ADEQUATE SEALANT THICKNESS, E. EDGE BLOCKS: OTHER COMPOUNDS APPLIED ON PREVIOUS OR FOR SUCCESSIVE COATS WITH REASONABLE TOLERANCES. 1. ELASTOMERIC MATERIAL WITH A SHORE A DUROMETER HARDNESS PER

MANUFACTURER'S WRITTEN INSTRUCTIONS. A. PREFILLING: AT OPEN JOINTS AND DAMAGED SURFACE AREAS, USE SETTING-TYPE 1.1 INFORMATION SUBMITTALS 2. TYPE RECOMMENDED BY SEALANT OR GLASS MANUFACTURER. TAPING COMPOUND.

A. PRODUCT CERTIFICATES: FOR GLASS F. CYLINDRICAL GLAZING SEALANT BACKING: ASTM C1330, TYPE O (OPEN-CELL B. EMBEDDING AND FIRST COAT: FOR EMBEDDING TAPE AND FIRST COAT ON JOINTS, B. PRECONSTRUCTION ADHESION AND COMPATIBILITY TEST REPORT MATERIAL), OF SIZE AND DENSITY TO CONTROL GLAZING SEALANT DEPTH AND FASTENERS, AND TRIM FLANGES, USE SETTING-TYPE TAPING COMPOUND. C. SAMPLE WARRANTIES: FOR SPECIAL WARRANTIES OTHERWISE PRODUCE OPTIMUM GLAZING SEALANT PERFORMANCE. C. FILL COAT: FOR SECOND COAT, USE DRYING-TYPE, ALL-PURPOSE COMPOUND.

D. FINISH COAT: FOR THIRD COAT, USE DRYING-TYPE, ALL-PURPOSE COMPOUND. 1.2 QUALITY ASSURANCE 2.6 FABRICATION E. SKIM COAT: FOR FINAL COAT OF LEVEL 5 FINISH, USE HIGH-BUILD INTERIOR

A. INSTALLER QUALIFICATIONS: A QUALIFIED INSTALLER WHO EMPLOYS GLASS A. FABRICATE GLAZING UNITS IN SIZES REQUIRED TO FIT OPENINGS INDICATED FOR COATING PRODUCT DESIGNED FOR APPLICATION BY AIRLESS SPRAYER AND TO BE INSTALLERS FOR THIS PROJECT WHO ARE CERTIFIED UNDER THE NATIONAL PROJECT, WITH EDGE AND FACE CLEARANCES, EDGE AND SURFACE CONDITIONS, USED INSTEAD OF SKIM COAT TO PRODUCE LEVEL 5 FINISH. GLASS ASSOCIATION'S CERTIFIED GLASS INSTALLER PROGRAM WITH AT LEAST AND BITE COMPLYING WITH WRITTEN INSTRUCTIONS OF PRODUCT TWO YEARS DOCUMENTED EXPERIENCE. MANUFACTURER AND REFERENCED GLAZING PUBLICATIONS, TO COMPLY WITH 2.4 ACCESSORIES

B. GLASS TESTING AGENCY QUALIFICATIONS: A QUALIFIED INDEPENDENT TESTING SYSTEM PERFORMANCE REQUIREMENTS. AGENCY ACCREDITED ACCORDING TO THE NFRC CAP 1 CERTIFICATION AGENCY B. CLEAN-CUT OR FLAT-GRIND VERTICAL EDGES OF BUTT-GLAZED MONOLITHIC LITES 2.5 INTERIOR TRIM MATERIAL TO BE GALVANIZED OR ALUMINUM COATED STEEL SHEET. PROGRAM. TO PRODUCE SQUARE EDGES WITH SLIGHT CHAMFERS AT JUNCTIONS OF EDGES

C. SEALANT TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY AND FACES. 2.6 STEEL DRILL SCREWS: ASTM C1002 QUALIFIED ACCORDING TO ASTM C1021 TO CONDUCT THE TESTING INDICATED. C. GRIND SMOOTH AND POLISH EXPOSED GLASS EDGES AND CORNERS.

2.7 SOUND ATTENUATION BLANKETS: ASTM C665, TYPE 1 (BLANKETS WITHOUT MEMBRANE 2.0 MANUFACTURERS FACING) PRODUCED BY COMBINING THERMOSETTING RESINS WITH MINERAL FIVERS

A. SOURCE LIMITATIONS FOR GLASS: OBTAIN FROM SINGLE SOURCE MANUFACTURED FROM GLASS, SLAG, ROCK OR ROCK WOOL. MANUFACTURER FOR EACH GLASS TYPE.

B. SOURCE LIMITATIONS FOR GLAZING ACCESSORIES: OBTAIN FROM SINGLE 2.8 ACOUSTICAL JOINT SEALANT : MANUFACTURER'S STANDARD NONSAG, PAINTABLE, SOURCE FROM SINGLE MANUFACTURER FOR EACH PRODUCT AND ISNTALLATION NONSTAINING LATEX SEALANT COMPLYING WITH ASTM C 834. PRODUCT EFFECTIVELY METHOD. REDUCES AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER JOINTS AND

OPENINGS IN BUILDING CONSTRUCTION AS DEMOSTRATED BY TESTING REPRESENTATIVE 2.1 GLASS PRODUCTS, GENERAL ASSEMBLIES ACCORDING TO ASTM E 90. VOC CONTENT OF 250 G/L OR LESS.

A. GLAZING PUBLICATIONS: COMPLY WITH PUBLISHED RECOMMENDATIONS OF GLASS PRODUCT MANUFACTURERS AND ORGANIZATIONS BELOW UNLESS MORE 2.9 ACCEPTABLE MANUFACTURER'S STRINGENT REQUIREMENTS ARE INDICATED. SEE THESE PUBLICATIONS FOR GLAZING TERMS NOT OTHERWISE DEFINED IN THIS SECTION OR IN REFERENCED A. CERTAINTEED CORPORATION STANDARDS. B. GEORGIA-PACIFIC BUILDING PRODUCTS 1. GANA PUBLICATIONS: "LAMINATED GLAZING REFERENCE MANUAL" AND C. NATIONAL GYPSUM COMPANY

"GLAZING MANUAL." D. USG CORPORATION 2. IGMA PUBLICATION FOR INSULATING GLASS: SIGMA TM-3000, "NORTH E. PECORA CORPORATION (ACOUSTICAL SEALANT ONLY)

AMERICAN GLAZING GUIDELINES FOR SEALED INSULATING GLASS UNITS FOR F. SPECIFIED TECHNOLOGIES (ACOUSTICAL SEALANT ONLY) COMMERCIAL AND RESIDENTIAL USE."

B. THICKNESS: WHERE GLASS THICKNESS IS INDICATED, IT IS A MINIMUM. PROVIDE GLASS THAT COMPLIES WITH PERFORMANCE REQUIREMENTS AND IS NOT LESS THAN THE THICKNESS INDICATED.

C. STRENGTH: WHERE ANNEALED FLOAT GLASS IS INDICATED, PROVIDE ANNEALED FLOAT GLASS, HEATSTRENGTHENED FLOAT GLASS, OR FULLY TEMPERED FLOAT GLASS. WHERE HEAT-STRENGTHENED FLOAT GLASS IS INDICATED, PROVIDE HEAT-STRENGTHENED FLOAT GLASS OR FULLY TEMPERED FLOAT GLASS. WHERE FULLY TEMPERED FLOAT GLASS IS INDICATED, PROVIDE FULLY TEMPERED FLOAT GLASS.



Phone: 412.206.0410

www.HayesDesign.com

B

ARCHITECT'S SEAL:

CONSULTANT'S LOGO:

H.F. LENZ COMPANY ENGINEERING 1051 Brinton Road Pittsburgh, PA 15221 Phone: 412-371-9073 FAX: 412-371-9076 www.hflenz.com

C

D

CONSULTANT'S SEAL:



E



F RENOVATIONS TO:



ALLEGHENY COUNTY

OWNER:



G

H SPECIFICATONS

G004 BID SET


1 2 3 4 5 6 7 8 9 10

A

ELECTRICAL SPECIFICATIONS: METAL-CLAD CABLE (TYPE MC) MAY BE INSTALLED IN CONCEALED LOCATIONS FOR SCHEDULE OF WORK AND CONTINUITY OF SERVICES BRANCH CIRCUITS OF 30 AMPERES OR LESS. TYPE MC CABLE SHALL BE A GALVANIZED

GENERAL: SHEATHED ASSEMBLY OF ONE OR MORE 600 VOLT, 90 DEGREE C., COPPER ARRANGE WORK SO AS NOT TO INTERFERE WITH THE NORMAL OPERATION OF THE CONDUCTORS, EACH INSULATED AND ENCLOSED IN A METALLIC SHEATH OF EXISTING BUILDING. EXISTING BUILDING SYSTEMS SERVING THE OCCUPIED AREAS SHALL

THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS AND ALL OTHER INTERLOCKING CORRUGATED TUBES AND SHALL COMPLY WITH THE NATIONAL BE MAINTAINED AND REMAIN FUNCTIONAL DURING THE RENOVATION PROCESS TO THE EQUIPMENT REQUIRED TO INSTALL ALL THE WORK SHOWN AND SPECIFIED. IT IS NOT THE ELECTRICAL CODE. TYPE MC CABLE SHALL BE PROVIDED WITH AN INTEGRAL INSULATED GREATEST EXTENT POSSIBLE. IF IT BECOMES NECESSARY TO TEMPORARILY INTERRUPT INTENT OF THESE DRAWINGS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION THAT IS GROUND CONDUCTOR AND SHALL BE AS MANUFACTURED BY THOMAS AND BETTS, OR SERVICE TO ANY PORTION OF THE BUILDING, THE OWNER SHALL BE NOTIFIED REQUIRED. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY FOR APPROVED EQUAL. SUFFICIENTLY IN ADVANCE TO ENABLE NECESSARY ARRANGEMENTS TO BE MADE. A COMPLETE ELECTRICAL SYSTEM INSTALLATION AND AS MAY BE REQUIRED TO PLACE ALL EQUIPMENT IN PROPER WORKING ORDER. THE DRAWINGS AND SPECIFICATIONS TYPE MC CABLE SHALL BE INSTALLED IN COMPLIANCE WITH THE AFOREMENTIONED THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF INDICATE THE INTENT OF THE DESIGN AND ONE TO BE CONSIDERED AS DIAGRAMMATIC ARTICLES AND SHALL BE SUPPORTED AND SECURED AT INTERVALS NOT TO EXCEED HVAC AIR AND WATER DISTRIBUTION SYSTEMS OUTSIDE THE AREA OF WORK WHERE ONLY. ALL MATERIALS SHALL BE NEW AND SHALL BE UL APPROVED WHERE APPLICABLE. FOUR FEET. SUPPORT WIRES UTILIZED FOR SUSPENDED CEILING OR THE SUSPENDED SUCH HVAC AIR AND WATER DISTRIBUTION SYSTEMS MAY BE COMPROMISED BY CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND DETERMINE THE COMPLETE CEILING GRID SYSTEM SHALL NOT BE UTILIZED AS THE SUPPORT FOR THIS CABLE. TYPE DEMOLITION OR RENOVATION PROCESSES. THEREFORE, THIS CONTRACTOR SHALL BE SCOPE OF THE WORK TO BE INCLUDED IN HIS BID. ALL WORK SHALL BE OF FIRST CLASS MC CABLE WHICH MUST BE INSTALLED EXPOSED TO VIEW, IN SUCH AREAS AS RESPONSIBLE TO PROVIDE ON A TEMPORARY OR PERMANENT BASIS WHATEVER HVAC WORKMANSHIP AND SHALL CONFORM WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, SHALL BE INSTALLED WITHIN RIGID EQUIPMENT, COMPONENTS, PIPING, DUCTWORK, CONTROLS CONTROL REGULATIONS AND/OR CODES. STEEL CONDUIT, INTERMEDIATE METAL CONDUIT, OR ELECTRICAL METALLIC TUBING. WIRING, ACCESSORIES, ETC., REQUIRED TO MAINTAIN THE INTEGRITY OF HVAC AIR AND

WATER DISTRIBUTION SYSTEMS OUTSIDE THE RENOVATION AREA, WHERE SUCH DO NOT SCALE THE DRAWING. REFER TO ACTUAL CONDITIONS AT THE SITE FOR DETAILS FITTINGS UTILIZED FOR THE CONNECTION OF TYPE MC CABLE TO ELECTRICAL BOXES, SYSTEMS MAY BE COMPROMISED BY DEMOLITION, THE RENOVATION PROCESSES, OR AND EXACT LOCATIONS OF EQUIPMENT. CABINETS, OR OTHER EQUIPMENT SHALL BE IDENTIFIED FOR USE WITH TYPE MC CABLE CONNECTIONS TO EXISTING SYSTEMS.

AND SHALL BE OF THE TYPE TO PROVIDE EFFECTIVE BONDING BETWEEN THE METALLIC ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED PER THE SHEATH AND SUCH BOXES, CABINETS, AND OTHER EQUIPMENT AND SHALL BE UL AND DEMOLITION LATEST EDITION OF THE EDITION OF THE N.E.C. CSA LISTED. FITTINGS SHALL BE THOMAS AND BETTS CATALOG NO. 2-050-008-B OR

THOMAS AND BETTS CATALOG NO. 2492, OR APPROVED EQUAL. FITTINGS AND SUPPORTS DISCONNECT AND REMOVE EXISTING SYSTEMS AND EQUIPMENT NO LONGER REQUIRED. EQUIPMENT WITH DAMAGED OR SCRATCHED PAINT SURFACES SHALL BE TOUCHED UP FOR TYPE MC CABLE SHALL COMPLY WITH NEMA FB1 STANDARD PUBLICATION TITLED THE DISPOSAL OF ALL DEMOLISHED MATERIALS SHALL BE IN ACCORDANCE WITH ALL WITH FACTORY MATCHING PAINT OR COMPLETELY REPAINTED. "FITTINGS AND SUPPORTS FOR CONDUIT AND CABLE ASSEMBLIES" AND SHALL BE APPLICABLE LAWS, AND ALL COSTS SHALL BE BORNE BY THE CONTRACTOR. THE

APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR SHALL CLEAN UP THE AREAS AS THE WORK PROGRESSES AND REMOVE WORK SHALL BE CONTINUOUS ON A DAY-TO-DAY BASIS UNTIL PROJECT IS COMPLETED TO WASTE AND DEBRIS DAILY OR WHEN DIRECTED. THE CONTRACTOR SHALL UTILIZE THE MINIMIZE THE DISRUPTIONS. PROVIDE COLOR CODING FOR SERVICE, FEEDER, BRANCH, CONTROL, AND SIGNALING SALVAGE VALUE OF ALL DEMOLISHED MATERIALS AS A MEANS OF REDUCING HIS/HER BID

CIRCUIT CONDUCTORS. COLOR SHALL BE GREEN FOR GROUNDING CONDUCTORS AND PRICE, EXCEPT FOR ITEMS SPECIFICALLY NOTED OTHERWISE. ALL DEFECTIVE WORK OR DAMAGED EQUIPMENT SHALL BE REPLACED AT NO ADDITIONAL WHITE FOR NEUTRALS. COLOR OF UNGROUNDED CONDUCTORS IN DIFFERENT VOLTAGE COST. SYSTEMS SHALL BE AS FOLLOWS: WHERE WORK IS TO BE PERFORMED ABOVE EXISTING CEILINGS, THE CONTRACTOR WILL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM BE RESPONSIBLE FOR REMOVING CEILING TILES, STORING TILES AND REINSTALLING TILES DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 120/240 VOLT, 1-PHASE 120/208 VOLT, 3-PHASE AFTER WORK IS COMPLETE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR

(1) PHASE A BLACK (1) PHASE A BLACK RESTORING THE EXISTING CEILINGS TO THEIR PRESENT CONDITION WHERE THEY ARE ALL ELECTRICAL WORK SHALL BE INSTALLED IN A SUITABLE MANNER AND LOCATION (2) PHASE B RED (2) PHASE B RED DAMAGED OR WHERE THE SURFACES ARE DIRTIED OR MARRED BY THE WORK INCLUDED REQUIRED FOR SERVICING OF ALL EQUIPMENT. (3) PHASE C BLUE UNDER THIS CONTRACT. NEW MATCHING CEILING TILES AND SUPPORTS SHALL BE

FURNISHED AND INSTALLED UNDER THIS CONTRACT WHERE NECESSARY. EXISTING THIS CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL ELECTRICALLY OPERATED THE CONTRACTOR SHALL FURNISH AND INSTALL A PLASTIC WARNING AND PROTECTIVE CEILING TILES SHALL BE KEPT AS CLEAN AS POSSIBLE. EQUIPMENT TO BE INSTALLED AS PART OF THIS PROJECT. SHEET IN EACH TRENCH WHICH CONTAINS ELECTRICAL CIRCUITRY, APPROXIMATELY 1'-0"

BELOW FINISHED GRADE. PLASTIC SHEETS SHALL BE SPECIFICALLY DESIGNED FOR CUTTING AND PATCHING TESTING AND ADJUSTING: UTILITY LINE PROTECTION AND WARNING. THIS SHALL APPLY TO ALL EXTERIOR AT THE COMPLETION OF WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR UNDERGROUND CONDUIT AND CABLE TRENCHES PROVIDED UNDER THIS CONTRACT. INCLUDE CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF DUCTWORK, SHALL PLACE THE NEW INSTALLATION IN PROPER OPERATION, ADJUST EQUIPMENT AND SHEETS SHALL BE DESIGNED FOR EXTREME LONG LIFE, COLORED YELLOW FOR PIPING, WIRING AND EQUIPMENT. ANY DAMAGE INCIDENT TO CUTTING OR OTHER CAUSES MAKE NECESSARY CORRECTIONS. FAULTY EQUIPMENT OR POOR WORKMANSHIP SHALL ELECTRIC SERVICE, AND SHALL CONTAIN CONTINUOUS BLACK IMPRINTING "CAUTION IN THE PERFORMANCE OF THE CONTRACT WORK SHALL BE MADE GOOD BY BE REPAIRED OR REPLACED. THE SYSTEM SHALL BE COMPLETE, SHALL OPERATE CAUTION BURIED ELECTRIC LINE BELOW." IMPRINTING SHALL BE REPEATED EVERY 24". REPLACEMENT OR REPAIRS IN A MANNER SATISFACTORY TO THE ARCHITECT / ENGINEER. PROPERLY AND SHALL BE FREE OF DEFECTS. PLASTIC SHEETS SHALL BE FURNISHED IN CONTINUOUS ROLLS, 6" WIDE. PLASTIC SHEETS CUT, CHANNEL, CHASE, AND DRILL FLOORS, WALLS, PARTITIONS, CEILINGS, AND OTHER

SHALL BE TERRA TAPE, REEF INDUSTRIES DIVISION, GRIFFOLYN CO., INC., BRADY CO., OR SURFACES NECESSARY FOR MECHANICAL INSTALLATIONS. PERFORM CUTTING BY CONTINUITY OF SERVICES: APPROVED EQUAL. SKILLED MECHANICS OF TRADES INVOLVED. REPAIR CUT SURFACES TO MATCH IF IT BECOMES NECESSARY TO TEMPORARILY INTERRUPT ELECTRICAL SERVICE TO ANY ADJACENT SURFACES. PORTION OF THE BUILDING, THE CONTRACTOR SHALL SUBMIT A REQUEST FOR A LIGHTING FIXTURES: TEMPORARY INTERRUPTION TO THE OWNER SEVEN (7) DAYS IN ADVANCE OF THE WHERE PIPING OR DUCTS PASS THROUGH FIRE OR SMOKE RATED CONSTRUCTION, REQUESTED INTERRUPTION. ALL LIFE SAFETY SYSTEM SHALL BE MAINTAINED GENERAL: FURNISH AND INSTALL SLEEVES AND THOROUGHLY SEAL OPENINGS AROUND SLEEVES, FUNCTIONAL THROUGHOUT THE CONSTRUCTION PERIOD.\ PROVIDE LIGHTING FIXTURES, OF SIZES, TYPES AND RATINGS INDICATED; COMPLETE PIPES, DUCTS, ETC. WITH FIRE AND SMOKE RESISTANT MATERIALS. MATERIALS SHALL BE IDENTIFICATION: WITH, BUT NOT LIMITED TO, HOUSINGS, ENERGY-EFFICIENT LEDS, REFLECTORS, ENERGY PROVIDED TO MAINTAIN THE FIRE RATING OF THE ADJACENT CONSTRUCTION IN

EFFICIENT DRIVERS AND WIRING. SHIP FIXTURES FACTORY-ASSEMBLED, WITH PARTS ACCORDANCE WITH THE REQUIREMENTS OF NFPA AND OTHER APPLICABLE CODES. EACH PIECE OF ELECTRICAL EQUIPMENT PROVIDED AS PART OF THIS PROJECT SHALL BE REQUIRED FOR A COMPLETE INSTALLATION. PROVIDE FIXTURES WITH CONCEALED IDENTIFIED BY A MICARTA IDENTIFICATION TAG PERMANENTLY ATTACHED TO THE HINGES AND LATCHES, WITH METAL PARTS GROUNDED AS COMMON UNIT, AND SO NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT PRIOR APPROVAL OF THE EQUIPMENT WITH SELF-THREADING STAINLESS STEEL SCREWS AND SHALL INDICATE BY CONSTRUCTED AS TO DAMPEN GENERATED NOISE. FIXTURE SHALL BE COMPATABLE ARCHITECT. NAME THE EQUIPMENT AND THE CIRCUIT THAT SERVES SUCH EQUIPMENT. LETTERING ON WITH 0 - 10 VOLT DIMMING CONTROL. PROVIDE DIMMING DRIVERS. IDENTIFICATION TAGS SHALL BE A MINIMUM OF 1/4" IN HEIGHT. WARRANTY

LIGHTING CONTROLS: WARRANT MATERIAL, EQUIPMENT AND WORKMANSHIP AND PROVIDE MATERIALS, RACEWAYS: EQUIPMENT AND LABOR TO MAKE GOOD ANY DEFECTS IN SAME WHICH BECOME ALL WIRING SHALL BE INSTALLED WITHIN CONDUIT. WIRING WITHIN THE BUILDING SHALL GENERAL: APPARENT WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF COMPLETED WORK. BE IN ELECTRIC METALLIC TUBING IN ACCORDANCE WITH THE LATEST EDITION OF THE PROVIDE THE FOLLOWING CONTROL DEVICES - INCLUDING COMPLETE INSTALLATION AND NATIONAL ELECTRICAL CODE REQUIREMENTS, EXCEPT AS SPECIFIED OTHERWISE. COMMISSIONING. PROVIDE PRODUCTS AS MANUFACTURED BY DLM REPRESNTED IN INSTRUCTIONS CONDUIT RUNS INDICATED ARE DIAGRAMMATIC. CONDUITS SHALL BE INSTALLED PITTSBURGH BY REPCO - PROVIDE 0 - 10 VOLT CONTROLS AND CONTROL WIRING INN COMPLETE THE SYSTEMS SO THAT THEY ARE FUNCTIONAL AND OPERATING TO THE PERPENDICULAR AND/OR PARALLEL TO WALLS IN A NEAT AND WORKMANLIKE MANNER. DEDICATED RACEWAYS. PROVIDE THE FOLLOWING COMPONENTS: LMRC-111 ROOM SATISFACTION OF THE ENGINEER. INSTRUCT PERMANENT OPERATING PERSONNEL IN CONTRACTOR SHALL FURNISH AND INSTALL ALL FITTINGS, BOXES, HANGERS, AND CONTROLLERS (QUANTITY AS REQUIRED); LMDC-101 (1 FOR EVERY 900 SQFT) SENSOR; THE PROPER OPERATION, MAINTENANCE AND ADJUSTMENT OF THE SYSTEMS. TURN STRUCTURAL SUPPORTING MEMBERS NECESSARY TO INSTALL THE COMPLETE WIRING LMDM-101 WALL DIMMERS (AT EACH LOCATION WHERE A LIGHT SWITCH IS SHOWN ON OVER EQUIPMENT MANUFACTURERS' BROCHURES TO THE OWNER. SYSTEM. EMT SHALL BE ASSEMBLED WITH COMPRESSION TYPE FITTINGS EFCOR OR DRAWINGS). APPROVED EQUAL. ALL CONDUITS AND TUBING SHALL BE SECURELY FASTENED IN PLACE HVAC IDENTIFICATION WITH GALVANIZED MALLEABLE OR STAMPED STEEL CLAMPS, HANGER RINGS, INSERTS OR HVAC SPECIFICATIONS DUCT MARKERS: PROVIDE COLOR-CODED DUCTWORK LABELS WITH FACTORY OTHER APPROVED SUPPORTS. ALL SUPPORTS SHALL BE SUBJECT TO THE APPROVAL OF LETTERING INDICATING FAN SYSTEM IDENTIFICATION, SERVICE, AND DIRECTION OF FLOW. THE ARCHITECT. ALL CONDUITS SHALL BE CONCEALED EXCEPT WHERE NOTED GENERAL DUCT LABELS FOR INDOOR DUCTWORK SHALL BE FLEXIBLE VINYL FILM WITH ACRYLIC OTHERWISE. INSTALL FLEXIBLE CONDUIT AT ALL MOTORS AND VIBRATING EQUIPMENT TO FURNISH LABOR, MATERIALS, TOOLS, SCAFFOLDING AND EQUIPMENT NECESSARY FOR PRESSURE-SENSITIVE ADHESIVE SUITABLE FOR DUCT SURFACE TEMPERATURES OF -40 ° PREVENT TRANSMISSION OF NOISE AND VIBRATION. FOR EXTERIOR CONNECTIONS ARE THE WORK INCLUDED UNDER THIS CONTRACT. WORK SHALL BE COMPLETED AND F TO 220 °F. LIQUIDTIGHT FLEX CONDUIT. EQUIPMENT INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE LOCAL, STATE AND

FEDERAL LAWS, ORDINANCES AND REGULATIONS. FEES, PERMITS AND CERTIFICATES CEILING LABELS: ADHEARED TO CEILING GRID DENOTING THE LOCATION OF EQUIPMENT. MAINTENANCE AND OPERATING MANUALS: SHALL BE OBTAINED AND SATISFIED BY THIS CONTRACTOR. WORK SHALL COMPLY WITH ALSO PROVIDE LABELS INDICATING THE TILE TO BE REMOVED FOR FILTER ACCESS / PROVIDE THREE SETS OF "OPERATING AND MAINTENANCE MANUALS, FOR ALL THE 2015 INTERNATIONAL BUILDING CODE AND INTERNATIONAL MECHANICAL CODE. CHANGEOUT. EQUIPMENT SPECIFIED UNDER UNDER THESE SPECIFICATIONS. EQUIPMENT EFFICIENCY, INSULATION THICKNESS, AND DUCT JOINT AND SEAM SEALING

SHALL MEET THE RQURIEMENTS OF THE 2015 INTERNATIONAL ENERGY CONSERVATION METAL DUCTS AS-BUILT DRAWINGS: CODE AND ASHRAE 90.1-2013. AS THE WORK PROGRESSES, THE CONTRACTOR SHALL RECORD, IN THE FORM OF MARK- DUCTS SHALL BE CONSTRUCTED, SUPPORTED, REINFORCED AND INSTALLED IN UPS OF THE CONTRACT DRAWINGS, ALL CHANGES AND DEVIATIONS FROM THE ORIGINAL ACCORDANCE WITH THE RECOMMENDATIONS AND DETAILS OF SMACNA HVAC DUCT INTENT AND REQUIRED INTERPRETATION OF THE CONSTRUCTION DOCUMENTS DESIGN OF THE CONTRACT DRAWINGS. IT IS MANDATORY THAT THE FIELD PERSONNEL DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLEMENTARY TO EACH CONSTRUCTION STANDARDS, METAL AND FLEXIBLE, 3RD EDITION, 2005 FOR ACCEPTABLE ON THE JOBSITE RECORD ALL CONSTRUCTION CHANGES, REVISIONS, AND OTHER, AND CONTRACT REQUIRED WORK ONLY MAY BE INDICATED IN ONE OF THESE MATERIALS, MATERIAL THICKNESSES, AND DUCT CONSTRUCTION METHODS, UNLESS MODIFICATIONS THAT ARE AVAILABLE TO THEM FOR THE LIFE OF THE PROJECT. TWO SOURCES. INCLUSION OF A SCOPE ELEMENT IN EITHER ALONE, OR BOTH, OTHERWISE INDICATED. SHEET METAL MATERIALS SHALL BE FREE OF PITTING, SEAM MEASUREMENTS SHALL INCLUDE ELEVATIONS AND SUFFICIENT OFFSET MEASUREMENTS OBLIGATES THE CONTRACTOR TO PROVIDE THE INDICATED WORK. MARKS, ROLLER MARKS, STAINS, DISCOLORATIONS, AND OTHER IMPERFECTIONS. TO DEFINITELY LOCATE ALL CONDUIT AND OTHER EQUIPMENT INSTALLED OR HOWEVER, WHEN THE REQUIREMENTS OF THIS SPECIFICATION SECTION EXCEEDS CONSTRUCTED UNDER THE CONTRACT. FOUR (4) SETS OF MARKED-UP DRAWINGS SHALL DO NOT SCALE THE DRAWINGS. BECAUSE OF THE SCALE OF THE DRAWINGS, IT IS NOT SMACNA REQUIREMENTS, THE REQUIREMENTS OF THIS SPECIFICATION SECTION SHALL BE DELIVERED TO THE ARCHITECT BEFORE FINAL ACCEPTANCE AND APPROVAL. POSSIBLE TO INDICATE OFFSETS, FITTINGS, VALVES, PIPING AND DUCT ACCESSORIES TAKE PRECEDENCE.

AND APPURTENANCES, OR SIMILAR ITEMS WHICH MAY BE REQUIRED TO PROVIDE BY THE EQUIPMENT MANUFACTURERS AND SUBMITTED FOR APPROVAL WITH THE SHOP COMPLETE OPERATING SYSTEMS. CAREFULLY INVESTIGATE CONDITIONS AFFECTING THE METAL USED IN DUCTS SHALL CONFORM TO THE FOLLOWING: DRAWINGS. WORK ASSOCIATED WITH THIS PROJECT. CHECK AND VERIFY DIMENSIONS AND EXISTING A. GALVANIZED, SHEET STEEL: LOCK-FORMING QUALITY; ASTM A 653, [G60][G90]

CONDITIONS AT THE SITE. INSTALL SYSTEMS IN SUCH A MANNER THAT INTERFERENCES COATING DESIGNATION. MINIMUM THICKNESS PERMITTED SHALL BE 24 GAUGE SUBMISSION: BETWEEN PIPES, CONDUIT, DUCTS, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL B. REINFORCEMENT SHAPES AND PLATES: GALVANIZED STEEL REINFORCEMENT IN ADDITION TO THE REQUIREMENTS OF DIVISION 1, THE CONTRACTOR SHALL PROVIDE FEATURES ARE AVOIDED. PROVIDE ITEMS REQUIRED TO MEET THE PROJECT CONDITIONS WHERE INSTALLED ON GALVANIZED, SHEET METAL DUCTS; COMPATIBLE PRODUCT DATA AND SHOP DRAWINGS FOR ALL MATERIALS PROPOSED FOR WITHOUT ADDITIONAL COST TO THE OWNER. MATERIALS FOR STAINLESS-STEEL DUCTS. INSTALLATION UNDER THIS CONTRACT. THE PRODUCT DATA AND SHOP DRAWINGS SHALL C. TIE RODS: GALVANIZED STEEL, 1/4-INCH MINIMUM DIAMETER FOR 36-INCH LENGTH BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE SUCH EQUIPMENT IS WHERE A CODE OR STANDARD IS REFERENCED, UNLESS EXPLICITLY INDICATED OR LESS; 3/8-INCH MINIMUM DIAMETER FOR LENGTHS LONGER THAN 36 INCHES. DELIVERED TO THE SITE. THE CONTRACTOR SHALL SUBMIT SAMPLES AS MAY BE OTHERWISE, IT SHALL BE TAKEN TO REFER TO THE MOST RECENT PUBLISHED VERSION / REQUIRED BY THE ARCHITECT OF ANY ARTICLE OR MATERIALS TO BE USED UNDER THIS EDITION AT THE TIME OF BIDDING. SEALANT MATERIALS: CONTRACT, WHICH SAMPLES, IF APPROVED, MAY BE USED ON THE WORK AFTER SERVING A. JOINT AND SEAM TAPE: 2 INCHES WIDE; GLASS-FIBER-REINFORCED FABRIC. THEIR PURPOSE AS SAMPLES. IDENTIFY SUBMITTALS WITH THE FOLLOWING INFORMATION COORDINATION B. TAPE SEALING SYSTEM: WOVEN-FIBER TAPE IMPREGNATED WITH GYPSUM PERMANENTLY ADHERED TO OR NOTED ON EACH SEPARATE COMPONENT OF EACH COORDINATE AND FURNISH IN WRITING TO THE ARCHITECT/ENGINEER INFORMATION MINERAL COMPOUND AND MODIFIED ACRYLIC/SILICONE ACTIVATOR TO REACT SUBMITTAL AND ALSO NOTED ON THE TRANSMITTAL FORM. MARK EACH COPY OF EACH NECESSARY TO PERMIT THE WORK TO BE INSTALLED SATISFACTORILY AND WITH THE EXOTHERMICALLY WITH TAPE TO FORM HARD, DURABLE, AIRTIGHT SEAL. SUBMITTAL IDENTICALLY, WITH THE FOLLOWING: LEAST POSSIBLE INTERFERENCE OR DELAY. WHEN WORK IS INSTALLED WITHOUT C. WATER-BASED JOINT AND SEAM SEALANT: FLEXIBLE, ADHESIVE SEALANT,

PROPER COORDINATION, CHANGES TO THIS WORK DEEMED NECESSARY BY THE RESISTANT TO UV LIGHT WHEN CURED, UL 723 LISTED, AND COMPLYING WITH 1. PROJECT TITLE AND LOCATION. ARCHITECT SHALL BE MADE TO CORRECT THE CONDITIONS WITHOUT ADDITIONAL COST NFPA REQUIREMENTS FOR CLASS 1 DUCTS. 2. THE DRAWING NUMBER OR NUMBERS OF THE DRAWING OR DRAWINGS BY WHICH TO THE OWNER. THE CONTRACTOR IS ADVISED TO FURNISH COMPLETE CONTRACT D. SOLVENT-BASED JOINT AND SEAM SEALANT: ONE-PART, NONSAG, SOLVENT-

THE PROPOSED EQUIPMENT IS INDICATED. DOCUMENTS TO ALL SUPPLIERS, SUB- CONTRACTORS, AND OTHER AGENTS. RELEASE-CURING, POLYMERIZED BUTYL SEALANT FORMULATED WITH A MINIMUM 3. THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE SUPPLIER AND THE INFORMATION REQUIRED BY THOSE ENTITIES FOR THE PROPER COMPLETION OF THEIR OF 75 PERCENT SOLIDS.

ASSOCIATED MANUFACTURER. WORK IN A COORDINATED FASHION WITH THE WORK OF OTHERS WILL TYPICALLY APPEAR E. FLANGED JOINT MASTIC: ONE-PART, ACID-CURING, SILICONE, ELASTOMERIC JOINT 4. SUBMITTALS PRESENTED ON SHEETS 8-1/2" BY 14" OR LESS SHALL BE PRESENTED IN MULTIPLE PLACES IN THE CONTRACT DOCUMENTS. SEALANT COMPLYING WITH ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE O.

AS PART OF A BOUND VOLUME. F. FLANGE GASKETS: BUTYL RUBBER OR EPDM POLYMER WITH POLYISOBUTYLENE PRE-BID SITE VISIT PLASTICIZER.

FLEXIBLE CONDUIT: BIDDERS SHALL VISIT THE SITE AND BECOME COMPLETELY FAMILIAR WITH EXISTING SHORT LENGTHS OF GALVANIZED FLEXIBLE CONDUIT (MAXIMUM OF 18" IN LENGTH) SHALL CONDITIONS PRIOR TO SUBMITTING THEIR BID. NO ADDITIONAL COST TO THE OWNER HANGERS AND SUPPORTS: BE USED AT CONNECTIONS TO MOTOR OPERATED EQUIPMENT AND SHORT LENGTHS OF SHALL BE ALLOWED AS A RESULT OF EXISTING CONDITIONS. TO SCHEDULE A SITE VISIT, A. SUPPORTING DUCTS AND ASSOCIATED EQUIPMENT FROM ROOF AND FLOOR CONCEALED FLEXIBLE CONDUIT (MAXIMUM OF 6'-0" IN LENGTH) MAY BE USED AT FINAL CONTACT THE OWNER AT LEAST 48 HOURS IN ADVANCE OF DESIRED TIME OF VISIT. DECKING IS PROHIBITED ALL DUCTS AND ASSOCIATED EQUIPMENT SHALL BE CONNECTIONS TO RECESSED FIXTURES. FLEXIBLE CONDUIT TO EQUIPMENT IN WET SUPPORTED FROM BUILDING STRUCTURAL SYSTEM. LOCATIONS SHALL BE PVC PLASTIC COVERED AND THE INSTALLATIONS SHALL BE SUBMITTALS B. BUILDING ATTACHMENTS: CONCRETE INSERTS, POWDER-ACTUATED FASTENERS, MOISTURETIGHT. FLEXIBLE CONDUIT TO EQUIPMENT IN EQUIPMENT ROOMS AND FOOD SUBMIT TO THE ARCHITECT FOR APPROVAL, MANUFACTURER'S PRODUCT DATA FOR ALL OR STRUCTURAL-STEEL FASTENERS APPROPRIATE FOR BUILDING MATERIALS. PREPARATION AREAS, WHERE FLEXIBLE CONDUITS ARE INSTALLED AT LOCATIONS EQUIPMENT AND COMPONENTS FURNISHED UNDER THIS CONTRACT. PROVIDE 1/4-INCH USE POWDER-ACTUATED CONCRETE FASTENERS FOR STANDARD-WEIGHT BELOW 5'-0" ABOVE FINISHED FLOORS, SHALL BE PVC PLASTIC COVERED AND THE SCALE SHOP DRAWINGS OF ALL DUCTWORK AND PIPING SYSTEMS. PROVIDE OWNER AGGREGATE CONCRETES OR FOR SLABS MORE THAN 4 INCHES THICK. INSTALLATIONS SHALL BE SUITABLE FOR WET LOCATIONS. WITH THREE (3) SETS OF OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT EXCEPTION: DO NOT USE POWDER-ACTUATED CONCRETE FASTENERS FOR

FURNISHED UNDER THIS CONTRACT. SUBMITTALS SHALL BE IN PDF FORM, TRANSMITTED LIGHTWEIGHT-AGGREGATE CONCRETE OR FOR SLABS LESS THAN 4 INCHES PULL AND OUTLET BOXES: ELECTRONICALLY. THICK. FURNISH AND INSTALL METAL PULL BOXES AND OUTLET BOXES WHERE SHOWN AND AS C. HANGER MATERIALS: GALVANIZED, SHEET STEEL OR ROUND, THREADED STEEL MAY BE REQUIRED TO FACILITATE THE PULLING OF WIRES. BOXES SHALL BE OF BASIS OF DESIGN PRODUCTS AND SUBSTITUTIONS ROD. COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS--METAL GALVANIZED SHEET STEEL OF SUCH DESIGN, CONSTRUCTION AND DIMENSIONS SO AS TO THROUGHOUT THE PROJECT SPECIFICATIONS AND DRAWINGS, MATERIALS AND AND FLEXIBLE" FOR SHEET STEEL WIDTH AND THICKNESS AND FOR STEEL ROD COMPLY WITH THE NEC AND TO BEST ADAPT TO THE RESPECTIVE LOCATION, NUMBER, EQUIPMENT MAY BE INDICATED AS THE "BASIS OF DESIGN" MATERIAL OR EQUIPMENT. IF DIAMETERS. EXCEPTION: DO NOT USE STRAP TYPE UPPER ATTACHMENTS OR SIZE, AND ARRANGEMENT OF CONDUIT CONNECTING THERETO, AND SHALL BE PROVIDED THE BIDDING CONTRACTOR DESIRES TO FURNISH EQUIPMENT OF A MANUFACTURER FRICTION TYPE BEAM CLAMPS. WITH SUITABLE COVERS, SECURELY FASTENED TO BOX WITH MACHINE SCREWS. BOXES OTHER THAN THAT WHICH IS INDICATED TO BE THE "BASIS OF DESIGN", EVEN IF THAT D. DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR SELF-TAPPING SHALL BE CONSTRUCTED IN COMPLIANCE WITH NEMA OS 1. ALTERNATIVE MANUFACTURER AND/OR PRODUCT NAME ARE ALSO LISTED, IT IS THE FULL METAL SCREWS; COMPATIBLE WITH DUCT MATERIALS.

BURDEN OF THE BIDDING CONTRACTOR TO VERIFY, PRIOR TO SUBMITTING A BID PRICE, E. TRAPEZE AND RISER SUPPORTS: STEEL SHAPES COMPLYING WITH ASTM A 36. CONDUCTORS: THAT THE PROPOSED PRODUCT MEETS ALL OF THE PROJECT REQUIREMENTS AND 1. SUPPORTS FOR GALVANIZED-STEEL DUCTS: GALVANIZED STEEL SHAPES AND CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN EXCEPT WHERE OTHER TYPES ARE SPECIFICATIONS. THE COST OF ANY ADDITIONAL CHANGES TO THE WORK, INCLUDING PLATES. REQUIRED BY THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. MINIMUM WIRE CHANGES TO THE WORK OF OTHER TRADES, THAT ARE ASSOCIATED WITH THE GAUGE SHALL BE #12 AWG EXCEPT WHERE NOTED OTHERWISE. CONDUCTORS CONTRACTOR'S USE OF A PRODUCT OTHER THAN THE "BASIS OF DESIGN" PRODUCT, INSTALLED BELOW GRADE SHALL BE COPPER, TYPE XHHW. SHALL BE BORNE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, AND

THE PROPOSED ADDITIONAL CHANGES SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT / ENGINEER.

RECTANGULAR DUCTS: A. LENGTHS: FABRICATE RECTANGULAR DUCTS IN LENGTHS APPROPRIATE TO

REINFORCEMENT AND RIGIDITY CLASS REQUIRED FOR PRESSURE CLASSIFICATION.

B. MATERIALS: FREE FROM VISUAL IMPERFECTIONS SUCH AS PITTING, SEAM MARKS, ROLLER MARKS, STAINS, AND DISCOLORATIONS.

C. CROSS BREAKING OR CROSS BEADING: CROSS BREAK OR CROSS BEAD DUCT SIDES 19 INCHES AND LARGER AND 0.0359-INCH-THICK OR LESS, WITH MORE THAN 10 SQ. FT. OF UNBRACED PANEL AREA, UNLESS DUCTS ARE LINED.

D. TRANSVERSE JOINTS: PREFABRICATED SLIDE-ON JOINTS AND COMPONENTS AS MANUFACTURED BY DUCTMATE, OR APPROVED EQUAL AND CONSTRUCTED USING MANUFACTURER'S GUIDELINES FOR MATERIAL THICKNESS, REINFORCEMENT SIZE AND SPACING, AND JOINT REINFORCEMENT.

E. FORMED-ON FLANGES: CONSTRUCT ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS--METAL AND FLEXIBLE," FIGURE 1-4, USING CORNER, BOLT, CLEAT, AND GASKET DETAILS.

ROUND DUCTS: ROUND DUCTWORK SHALL BE AS MANUFACTURED BY UNITED MCGILL CORP., LINDAB, SEMCO, OR APPROVED EQUAL. DUCTS SHALL BE OF 4-PLY SPIRAL LOCK SEAM CONSTRUCTION FURNISHED IN 12'-0" OR 20'-0" LENGTHS OR MANUFACTURER'S STANDARD LENGTHS. DUCTS SHALL BE ASSEMBLED WITH SLIP FITTINGS. FITTINGS SHALL BE FACTORY FABRICATED AND SHALL HAVE A CENTERLINE RADIUS OF AT LEAST 1-1/2 TIMES THE DIAMETER OF THE DUCT. FITTINGS SHALL BE FABRICATED BY CONTINUOUS CARBON ARC WELDING METHOD OR EQUIVALENT. ROUND DUCT JOINTS:

A. DUCTS UP TO 20 INCHES IN DIAMETER: INTERIOR, CENTER-BEADED SLIP COUPLING, SEALED BEFORE AND AFTER FASTENING, ATTACHED WITH SHEET METAL SCREWS.

B. DUCTS 21 TO 72 INCHES IN DIAMETER: THREE-PIECE, GASKETED, FLANGED JOINT CONSISTING OF TWO INTERNAL FLANGES WITH SEALANT AND ONE EXTERNAL CLOSURE BAND WITH GASKET.

C. ROUND DUCTS: PREFABRICATED CONNECTION SYSTEM CONSISTING OF DOUBLE-LIPPED, EPDM RUBBER GASKET AS MANUFACTURED BY DUCTMATE, OR APPROVED EQUAL. MANUFACTURE DUCTS ACCORDING TO CONNECTION SYSTEM MANUFACTURER'S TOLERANCES.

DUCT APPLICATIONS: A. SMACNA STATIC-PRESSURE AND SEAL CLASSES:

1. DUCTS LOCATED IN INTERIOR CONDITIONED SPACES: UNLESS OTHERWISE INDICATED, CONSTRUCT DUCTS TO THE FOLLOWING: a. SUPPLY DUCTS: 4-INCH WG, SEAL CLASS "A". b. SUPPLY DUCTS DOWN STREAM OF AIR TERMINAL BOXES: 2-INCH WG, SEAL

CLASS "A". c. RETURN, RELIEF, TRANSFER AIR, AND OUTSIDE AIR DUCTS: 2-INCH WG,

SEAL CLASS "C". 2. DUCTS LOCATED IN INTERIOR UNCONDITIONED SPACES: UNLESS OTHERWISE

INDICATED, CONSTRUCT DUCTS TO THE FOLLOWING a. SUPPLY DUCTS: 4-INCH WG, SEAL CLASS "A". b. SUPPLY DUCTS DOWN STREAM OF AIR TERMINAL BOXES: 2-INCH WG, SEAL

CLASS "A" c. RETURN DUCTS: 2-INCH WG, SEAL CLASS "B".

FLEXIBLE DUCTS

USE OF FLEXIBLE DUCTS SHALL BE PERMITTED FOR CONNECTING AIR DIFFUSERS TO AIR TERMINAL BOX DISCHARGES OR METAL DUCTS. FLEXIBLE DUCT INDIVIDUAL LENGTHS SHALL NOT EXCEED 6 FEET. DUCTS SHALL BE SUSPENDED WITH BAND HANGERS AND WIRE SPACED AS RECOMMENDED BY THE DUCT MANUFACTURER AND TO PREVENT SAGGING AND KINKING. FLEXIBLE DUCTS SHALL BE ATTACHED TO DUCTWORK AND TERMINALS WITH CINCH-TYPE NYLON BANDS AND DUCT TAPE. FLEXIBLE DUCTS SHALL BE LISTED BY UNDERWRITERS' LABORATORIES UNDER UL 181 AS A CLASS L FLEXIBLE AIR DUCT MATERIAL AND SHALL COMPLY WITH NFPA STANDARDS 90A. FLEXIBLE DUCTS SHALL BE A FACTORY FABRICATED ASSEMBLY CONSISTING OF A POLYMERIC LINER DUCT BONDED PERMANENTLY TO A COATED SPRING STEEL WIRE HELIX SUPPORTING A FIBERGLASS INSULATING BLANKET AND COVERED WITH A FIBERGLASS REINFORCED METALIZED FILM VAPOR BARRIER LAMINATE. ALL MATERIALS SHALL BE FIRE AND SMOKE RATED FOR INSTALLATION WITHIN A RETURN AIR PLENUM.

INSTALL FLEXIBLE DUCT WITH A MAXIMUM OF ONE 90-DEGREE BEND. INSTALL IN ACCORDANCE WITH AIR DIFFUSION COUNCIL (ADC) PUBLICATION "FLEXIBLE DUCT PERFORMANCE AND INSTALLATION STANDARDS", 4TH EDITION

FLEXIBLE DUCTS SHALL BE AS MANUFACTURED BY FLEXIBLE TECHNOLOGIES DIV. OF AUTOMATION INDUSTRIES, INC. (THERMAFLEX TYPE M-KE), THE WIREMOLD COMPANY (TYPE WK-1), FLEXMASTER USA, INC. (TYPE 6-M).

DUCT LEAKAGE TESTING

ALL DUCTS INSTALLED UNDER THIS CONTRACT SHALL BE LEAK TESTED FOR LEAKAGE AT 100 PERCENT OF DESIGN STATIC PRESSURE IN ACCORDANCE WITH SMACNA RECOMMENDATIONS. LEAKAGE RATE SHALL NOT EXCEED RECOMMENDATIONS OF SMACNA; HOWEVER, CONCENTRATED LEAKAGE AT ONE POINT WILL NOT BE PERMITTED. DUCTS SHALL BE TESTED BEFORE IT IS COVERED OR CONCEALED AND SHALL BE ISOLATED, CAPPED-OFF AND TESTED IN SECTIONS. CLOSURES SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. DISASSEMBLE, REASSEMBLE, AND SEAL SEGMENTS OF SYSTEMS AS REQUIRED TO ACCOMMODATE LEAKAGE TESTING AND AS REQUIRED FOR COMPLIANCE WITH TEST REQUIREMENTS. CONDUCT TESTS, IN PRESENCE OF ARCHITECT, AT STATIC PRESSURES EQUAL TO MAXIMUM DESIGN PRESSURE OF SYSTEM BEING TESTED. DO NOT PRESSURIZE SYSTEMS ABOVE MAXIMUM DESIGN OPERATING PRESSURE. GIVE SEVEN DAYS' ADVANCE NOTICE FOR TESTING. DETERMINE LEAKAGE FROM ENTIRE SYSTEM OR SECTION OF SYSTEM BY RELATING LEAKAGE TO SURFACE AREA OF TEST SECTION.

MAXIMUM ALLOWABLE LEAKAGE: COMPLY WITH REQUIREMENTS FOR LEAKAGE CLASSIFICATION 3 FOR ROUND AND FLAT-OVAL DUCTS, LEAKAGE CLASSIFICATION 12 FOR RECTANGULAR DUCTS IN PRESSURE CLASSIFICATION OF 2-INCH WG AND LEAKAGE CLASSIFICATION 6 FOR PRESSURE CLASSIFICATIONS FROM 3- TO 10-INCH WG.

REMAKE LEAKING JOINTS AND RETEST UNTIL LEAKAGE IS LESS THAN MAXIMUM ALLOWABLE. PERFORM TESTS ACCORDING TO SMACNA'S "HVAC AIR DUCT LEAKAGE TEST MANUAL" EXCEPT WHERE THESE SPECIFICATIONS EXCEED SMACNA REQUIREMENTS.

DUCT INSULATION

SUPPLY, OUTDOOR AIR, AND MIXED AIR DUCTS CONCEALED TO VIEW ABOVE CEILINGS SHALL BE COVERED ON THE OUTSIDE AND INSULATED WITH MINERAL FIBER BLANKET INSULATION CONSISTING OF GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTM C 553, TYPE III, 1-1/2 PCF DENSITY, WITH A FOIL-SCRIM-KRAFT (FSK) JACKET MANUFACTURED FROM KRAFT PAPER, REINFORCING SCRIM, ALUMINUM FOIL, AND VINYL FILM. VAPOR BARRIER JACKET SHALL BE PROVIDED WITH 2-INCH-WIDE END FLAPS WHICH SHALL BE ADHERED AND SEALED IN PLACE WITH VAPOR BARRIER ADHESIVE. THREE-INCH-WIDE FOIL REINFORCED KRAFT TAPE SHALL ALSO BE USED AT SEAMS, JOINTS, PUNCTURES AND PENETRATIONS. SHEET METAL TRANSITIONS AND FITTINGS SHALL BE NEATLY INSULATED WITH INSULATION BLANKET CUT-TO-FIT AND SECURED OVER ENTIRE SHEET METAL SURFACE. INSULATION THICKNESS SHALL BE 1-1/2 INCHES. DUCT WRAP SHALL BE AS MANUFACTURED BY OWENS-CORNING, KNAUF, OR APPROVED EQUAL.

VOLUME CONTROL DAMPERS

VOLUME CONTROL DAMPERS SHALL BE FACTORY FABRICATED, OPPOSED BLADE, MULTI-LOUVERED TYPE CONTROLLED FROM A SINGLE POINT WITH AN ADJUSTABLE LOCKING QUADRANT. PROVIDE RUBBER GASKET ON OUTSIDE OF DUCT TO PREVENT AIR LEAKAGE AROUND DAMPER SHAFT. DAMPERS SHALL BE MOUNTED IN A HEAVY GAUGE GALVANIZED STEEL CHANNEL FRAME. DAMPER BLADES SHALL BE NOT LESS THAN 16 GAUGE GALVANIZED DIE-FORMED STEEL. RECTANGULAR VOLUME CONTROL DAMPERS SHALL BE AS MANUFACTURED BY AIR BALANCE INC. (MODEL AC-2), LOUVERS & DAMPERS INC. (MODEL VCD-400), OR APPROVED EQUAL.

ROUND VOLUME CONTROL DAMPERS SHALL BE FACTORY FABRICATED SINGLE BLADE, CENTER PIVOTED, CONSTRUCTED OF MINIMUM 20 GAUGE GALVANIZED SHEET STEEL, CONTROLLED FROM A SINGLE POINT WITH AN ADJUSTING DEVICE, UNITED MCGILL (MODEL SRSVL), AIR BALANCE INC. (MODEL AC-112), LOUVERS & DAMPERS INC. (MODEL CD-600), OR APPROVED EQUAL.

RETURN GRILLES AND REGISTERS

GRILLES AND REGISTERS SHALL BE FABRICATED FROM STEEL WITH HORIZONTAL STEEL LOUVERS, SPACED 3/4" ON CENTERS AND FIXED AT 35 DEGREES' DEFLECTION. GRILLES AND REGISTER FACES SHALL HAVE OFF-WHITE BAKED ENAMEL FACTORY PAINTED FINISH. GRILLES AND REGISTERS SHALL BE TITUS SERIES '350RL', OR APPROVED EQUAL BY PRICE OR KREUGER. ( NEW GRILLES AND REGISTERS ARE TO MATCH THE LOOKS OF THE EXISTING ).

AUTOMATIC TEMPERATURE CONTROL (PNEUMATIC EXTENSION)

PROVIDE AUTOMATIC TEMPERATURE CONTROL SYSTEM COMPONENT, PIPING AND ACCESSORIES REQUIRED TO PROVIDE AUTOMATIC CONTROL OF THE AIR HANDLING UNIT AND HOT WATER REHEAT COILS. CONTROL COMPONENTS SHALL BE AS MANUFACTURED BY JOHNSON CONTROLS, OR APPROVED EQUAL.

CONTROLS SHALL BE FURNISHED AND INSTALLED BY AN ATC SUBCONTRACTOR RESPONSIBLE TO THE HEATING CONTRACTOR OR BY QUALIFIED ATC TECHNICIANS EMPLOYED BY THE HEATING CONTRACTOR. SUBMIT QUALIFICATIONS OF TECHNICIANS OR SUBCONTRACTOR TO THE ARCHITECT FOR APPROVAL. CONTROL AIR SOURCE: CONNECTIONS SHALL BE MADE TO EXISTING ATC SYSTEM COMPRESSED AIR LINES AND EXTENDED AND CONNECTED TO NEW COMPONENTS. EXPOSED COMPRESSED AIR LINES SHALL BE HARD TEMPERED COPPER OR FIRE RESISTANT DEKORON "FR" POLYETHYLENE TUBING IN EMT, TROUGHING OR METAL RACEWAY. ACCESSIBLE CONCEALED COMPRESSED AIR LINES, INCLUDING THOSE IN ACCESSIBLE PIPE SPACES AND ABOVE CEILING, SHALL BE DEKORON "FR" POLYETHYLENE TUBING, UNLESS INDICATED OTHERWISE HEREIN, OR APPROVED EQUAL. AIR LINES IN RETURN AIR PLENUMS SHALL BE HARD TEMPERED COPPER. FITTINGS SHALL BE OF THE STREAMLINE TYPE. COMPRESSED AIR LINES SHALL BE RUN CONCEALED IN THE BUILDING CONSTRUCTION IN FINISHED SPACES. AT THE EXPIRATION OF THE COMPRESSED AIR PIPING INSTALLATION, A PRESSURE TEST OF 20 PSIG SHALL BE PLACED ON THE SYSTEM AND MAINTAINED FOR A PERIOD OF 12 HOURS. AT THE EXPIRATION OF THIS TIME, A LOSS OF NOT MORE THAN 2 PSIG SHALL BE PERMITTED.

PNEUMATIC THERMOSTATS: ROOM THERMOSTATS SHALL HAVE THERMOMETERS GRADUATED IN DEGREE FAHRENHEIT. THEY SHALL BE MOUNTED ON WALL PLATES AND SHALL BE FITTED WITH CONCEALED ADJUSTMENT COVERS. ROOM THERMOSTATS SHALL BE OF THE DUAL TEMPERATURE TYPE EQUIPPED WITH ADJUSTABLE SENSITIVITY AND AUTOMATIC CHANGEOVER. THERMOSTATS SHALL BE INDEXED REMOTELY FROM "OCCUPIED" TO "UNOCCUPIED" AND VICE VERSA, BY CHANGING THE MAIN AIR PRESSURE AND SHALL HAVE A PUSH BUTTON FOR "UNOCCUPIED OVERRIDE."

A. ROOM THERMOSTATS SHALL BE MOUNTED WITH CENTERLINE APPROXIMATELY 4'- 0" ABOVE FLOOR LEVEL, UNLESS INDICATED OTHERWISE.

B. PNEUMATIC THERMOSTATS SHALL BE PROTECTED WITH LOCKABLE "LEXAN" PLASTIC GUARDS SECURELY ANCHORED TO WALL CONSTRUCTION. WIRE GUARDS ARE NOT ACCEPTABLE.

TESTING, ADJUSTING AND DEMONSTRATION TESTING SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH THE AFOREMENTIONED CODES AND BEST TRADE PRACTICES.

AT THE COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE, PLACE PIPING, DUCTWORK AND EQUIPMENT IN PROPER OPERATION, ADJUST EQUIPMENT, VALVES AND CONTROL SYSTEMS AND MAKE CORRECTIONS. LEAKS, FAULTY EQUIPMENT AND POOR WORKMANSHIP SHALL BE REPAIRED OR REPLACED. CONCEALED LINES SHALL BE TESTED PRIOR TO CONCEALMENT. EXISTING REVISED PIPING SYSTEMS SHALL BE TESTED SIMILAR TO THAT SPECIFIED FOR NEW PIPING SYSTEMS. WORK, EQUIPMENT AND SYSTEMS SHALL BE COMPLETE, SHALL BE OPERATED PROPERLY AND SHALL BE FREE FROM DEFECTS BEFORE FINAL PAYMENT WILL BE MADE.

WITH APPROVED SUPERVISORY EMPLOYEES, DEMONSTRATE TO REPRESENTATIVES OF THE ARCHITECT AND THE OWNER THAT SYSTEMS AND EQUIPMENT PERFORM IN ACCORDANCE WITH THEIR SPECIFIC USE AS A PART OF THE OVERALL SYSTEM AND IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AS EVALUATED AND INTERPRETED BY THE ARCHITECT OR HIS REPRESENTATIVES. THE DEMONSTRATIONS SHALL CONTINUE UNTIL THE SYSTEMS OPERATE SATISFACTORILY AS DETERMINED BY THE ARCHITECT AND HIS REPRESENTATIVE. PROVIDE CORRECTIVE WORK AS REQUIRED TO DEMONSTRATE AND PROVE THE SYSTEMS AND EQUIPMENT PERFORM IN AN APPROVED MANNER.

BALANCING OF AIR AND WATER SYSTEMS

AIR DISTRIBUTION SYSTEMS INSTALLED UNDER THIS CONTRACT SHALL BE BALANCED UNDER THIS CONTRACT. BALANCING AND SUPERVISION OF BALANCING SHALL BE PERFORMED BY QUALIFIED AND SKILLED PERSONNEL EMPLOYED BY AN APPROVED INDEPENDENT BALANCING FIRM FUNCTIONING AS A SUBCONTRACTOR TO THE HEATING CONTRACTOR. BALANCING FIRMS SHALL BE AABC OR NEBB CERTIFIED AND SHALL HAVE HAD EXPERIENCE ON SIMILAR SIZED PROJECTS. PAST PERFORMANCES AND QUALIFICATIONS OF THE PROPOSED BALANCING FIRM SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL.

PREBALANCING CONFERENCE: MEET WITH THE OWNER'S AND THE ENGINEER'S REPRESENTATIVES TO OBTAIN APPROVAL OF THE TESTING, ADJUSTING, AND BALANCING STRATEGIES AND PROCEDURES PLAN TO DEVELOP A MUTUAL UNDERSTANDING OF THE DETAILS.

SUPPLY AIR AND RETURN AIR SYSTEMS SHALL BE ACCURATELY BALANCED BY MEANS OF A VELOMETER TO THE CFM NOTED ON THE DRAWINGS AND THE DAMPERS AND REGISTERS SECURELY LOCKED INTO POSITION. DUCT SYSTEM ACCESSORIES SHALL BE ADJUSTED AND SET FOR THE PROPER AIR FLOW QUANTITIES AND CONDITIONS AND THE CONTRACTOR SHALL ADJUST AND SET FANS, SHEAVES, DAMPERS AND ADJUSTMENT MECHANISMS. EXISTING FANS AND AIR DISTRIBUTION SYSTEMS AFFECTED BY THE WORK UNDER THIS CONTRACT SHALL BE REBALANCED UNDER THIS CONTRACT. VOLUME CONTROL DAMPERS SHALL BE SET FOR PROPER AIR DISTRIBUTION AND FOR COMFORTABLE CONDITIONS.

THE CONTRACTOR AND THE BALANCING FIRM SHALL FURNISH SERVICES FOR A MINIMUM OF TWO (2) COMPLETE ADJUSTMENTS OF THE AIR DISTRIBUTION SYSTEMS, ONE FOR THE FIRST COOLING SEASON AND ONE FOR THE FIRST HEATING SEASON. ALSO PROVIDE ONE INSPECTION PER MONTH DURING THE FIRST COOLING SEASON AND THE FIRST HEATING SEASON.

THE CONTRACTOR SHALL SUBMIT THREE COPIES OF A CHART TO THE ARCHITECT INDICATING THE CFM AT OUTLET OR INLET OF EACH GRILLE, DIFFUSER AND REGISTER.

SET HVAC SYSTEM AIRFLOW RATES WITHIN THE FOLLOWING TOLERANCES: A. SUPPLY AND RETURN FANS: PLUS 5 TO PLUS 10 PERCENT. B. AIR OUTLETS AND INLETS: 0 TO MINUS 10 PERCENT.

THE FOLLOWING WORK SHALL BE INCLUDED UNDER THIS CONTRACT: A. PERFORM PRE-CONSTRUCTION AIRFLOW READINGS. B. SUPERVISE AND PERFORM THE BALANCING OF AIR DISTRIBUTION SYSTEMS

TO ACHIEVE THE AIR QUANTITIES SPECIFIED AT EACH AIR INLET, OUTLET AND DAMPER SHOWN ON THE CONTRACT DRAWINGS AT THE PROPER CONDITIONS OF STATIC PRESSURE AND TEMPERATURE DIFFERENTIAL.

C. ENLIST COOPERATION OF EQUIPMENT MANUFACTURERS WHERE NEEDED TO OBTAIN PROPER EQUIPMENT PERFORMANCE.

D. STUDY AND REPORT ON NOISE PROBLEMS WHICH MAY DEVELOP IN THE COURSE OF SYSTEM BALANCING.

E. SUBMIT REPORT ON THE AIR DISTRIBUTION SYSTEMS. THESE REPORTS SHALL CERTIFY TEST METHODS AND INSTRUMENTS USED, READINGS OBTAINED, TEMPERATURE AND PRESSURE DROPS, RPM OF EQUIPMENT, AMPERAGE OF MOTORS, AIR QUANTITIES AT EACH OUTLET, SUPPLY, RETURN AND AIR BALANCING PROBLEMS ENCOUNTERED AND SUGGESTIONS. REPORTS SHALL BE SUBMITTED TO THE ARCHITECT AND SHALL INCLUDE DATA ON TESTS IN THE FORM NORMALLY USED BY AABC; HOWEVER, VARIED TO SUIT THESE SPECIFICATIONS. REPORTS SHALL INCLUDE FAN CURVES FOR THE FINAL SPEEDS DEVELOPED FROM THE FAN MANUFACTURER'S PERFORMANCE TEST DATA FOR MAJOR FANS.

BALANCING OF HEATING SYSTEMS SHALL BE PERFORMED WHEN OUTSIDE TEMPERATURE IS AVERAGING LESS THAN 30 DEGREES F. AND ON COOLING SYSTEMS WHEN OUTSIDE TEMPERATURE IS ABOVE 80 DEGREES F.

THE CONTRACTOR SHALL FURNISH INSTRUMENTS AND PROVIDE INSTRUMENTATION REQUIRED TO PERFORM THE ABOVE WORK; HOWEVER, HE SHALL SUBMIT TO THE ARCHITECT A LIST OF THE BALANCING EQUIPMENT AND INSTRUMENTS HE INTENDS TO USE. EQUIPMENT MUST BE FIRST APPROVED BEFORE BEING USED ON THE PROJECT.

IN ADDITION TO THE ABOVE WORK, THE CONTRACTOR SHALL CHECK THE OPERATION OF AUTOMATIC TEMPERATURE CONTROL EQUIPMENT; VERIFY THERMOSTAT SET POINTS AND OPERATION; AND MAKE NECESSARY ADJUSTMENTS WHERE REQUIRED.



Phone: 412.206.0410

www.HayesDesign.com

B

ARCHITECT'S SEAL:

CONSULTANT'S LOGO:


C

D

CONSULTANT'S SEAL:



E



F RENOVATIONS TO:



ALLEGHENY COUNTY

OWNER:



G

H SPECIFICATIONS

G005 BID SET


NOT FOR ON I

CONSTRUCT

C

1 2 3 4 5 6 7 8 9 10

GENERAL DEMOLITION NOTES A. NOTES ARE TYPICAL FOR SIMILAR AND LIKE CONDITIONS.

A B. DASHED LINES GENERALLY INDICATE EXTENT OF WALL, WINDOW, AND

DOOR DEMOLITION THROUGHOUT BUILDING, BUT ARE NOT INTENDED TO BE INCLUSIVE OF EVERY DEMOLITION INSTANCE.

EXISTING LIGHT SWITCH TO BE REPLACED, REFER TO THE NEW WORK PLAN FOR MORE

D4 J D5

D2

C. REVIEW DOCUMENTS INCLUDING MECHANICAL, HVAC, PLUMBING, AND ELECTRICAL FOR EXTENT OF DEMOLITION.

D. EACH CONTRACTOR IS RESPONSIBLE FOR DEMOLITION NECESSARY TO COMPLETE THEIR WORK.

E. VERIFY POSSIBLE LOCATIONS OF BEARING MEMBERS AND WALLS BEFORE DEMOLITION. NOTIFY ARCHITECT IMMEDIATELY IF POTENTIAL QUESTION IS EVIDENT.



Phone: 412.206.0410

www.HayesDesign.com

INFORMATION. F. PROVIDE SHORING, BRACING, AND/OR SUPPORT AS REQUIRED. ARCHITECT'S SEAL: D4

B EXIST STOR

D7

D3 EXISTING

RECEPTION

D1

EXISTING OFFICE

D6

G. ARRANGE DEMOLITION TO AGREE WITH ACCOMPLISHMENT OF WORK IN COORDINATION WITH OTHER TRADES AND OWNER’S OPERATIONS.

H. PERFORM DEMOLITION SO THAT MINIMAL DAMAGE TO EXISTING AND ADJACENT CONSTRUCTION IS INCURRED.

I. OWNER RESERVES OPTION TO CLAIM REMOVED AND DEMOLISHED ITEM(S) AS OWNER’S PROPERTY AT ANY TIME.

J. REMOVE EXISTING FINISHES AND ITEMS NECESSARY TO INSTALL NEW CONSTRUCTION AS INDICATED.

CONSULTANT'S LOGO: K. PATCH AREAS DISTURBED THROUGH DEMOLITION TO MATCH D4 SURROUNDING FINISH(ES).

T T

M. REMOVE AND REINSTALL EXISTING CEILING TILES AND GRID AS NECESSARY TO FACILITATE ALL WORK.

D4

DEMOLITION PLAN KEYNOTES D8 D1 - CAREFULLY REMOVE EXISTING PARTITION DOOR. PATCH HOLES LEFT FROM PLAN

FASTENER REMOVAL WITH PLUGS TO MATCH EXISTING SYSTEM NORTH FURNITURE.

D2 - DISMANTLE CUBICLE AS REQUIRED AND SHIFT DOWN TO MAKE ROOM FOR NEW PARTITION WALL. CUBICLE TO BE REASSEMBLED ONCE NEW PARTITION IS COMPLETE. DEMOLITION PLAN - THIRD FLOOR

D3 - CAREFULLY REMOVE EXISTING CARPET TILE IN AREA REQUIRED FOR NEW C1 SCALE: 1/4" = 1'-0" 0 2' 4' 8' WALL LOCATION. SALVAGE MATERIAL FOR REINSTALLATION.

D4 - REMOVE EXISTING WALL BASE TO EXTENT SHOWN. PATCH AND REPAIR WALL AS REQUIRED TO RECEIVE NEW WALL BASE AND PAINT.

D5 - DISCONNECT AND REMOVE EXISTING JUNCTION BOX FOR FURNITURE WHIP. RELOCATE PER NEW FLOOR PLAN.

D6 - EXISTING THERMOSTAT TO REMAIN. D

D7 - CAREFULLY REMOVE EXISTING DOOR, EXISTING FRAME TO REMAIN. DOOR TO BE RELOCATED, SEE NEW FLOOR PLAN.

D8 - CUT DRYWALL AS NECESSARY TO MOVE JUNCTION BOXES/POWER SUPPLY LOCATED IN WALL, REFER TO CD2 FOR CONTEXT.

DEMOLITION PLAN LEGEND CD4 CD4 CD4

CD4 INDICATES ITEMS TO BE REMOVED

EXISTING DOOR TO REMAIN

EXISTING WALL TO REMAIN E CD7 CD8 CD7 CD7

CD7 CD7 CD7 DEMOLITION RCP KEYNOTES

CD8 CD7 CD1 - REMOVE EXISTING SUSPENDED CEILING SYSTEM AT LOCATION OF NEW

PARTITION. SALVAGE EXISTING CEILING TILES FOR REUSE. REFER TO NEW FLOOR PLAN FOR MORE INFORMATION.

CD3 CD3 CD3 RECEPTION EXISTING CD2 - CAREFULLY DISCONNECT AND REMOVE EXISTING WALL MOUNTED LIGHT OFFICE FIXTURES. LIGHT FIXTURES TO BE REINSTALLED IN NEW OFFICE LAYOUT,

STOR EXIST

EX REFER TO NEW REFLECTED CEILING PLAN. MODIFY JUNCTION BOX OR CD1 EX POWER LOCATIONS AS NECESSARY TO ACCOMODATE LIGHT LOCATIONS. CD7 CD7 EX CD3 - CAREFULLY DISCONNECT AND REMOVE EXISTING DIFFUSER. DIFFUSER TO

BE REINSTALLED IN NEW OFFICE LAYOUT. REFER TO NEW REFLECTED CD7 CD8

CD7 CEILING PLAN. PRIOR TO REMOVAL, CONTRACTOR SHALL TAKE CD8 CD7 CD7 CD6 F PRE-CONSTRUCTION AIRFLOW READINGS.

L. U.N.O., EXISTING POWER AND DATA TO REMAIN, PROTECT IN PLACE.


CONSULTANT'S SEAL:

PROGRESS PRINT:

12/17/2020 2:21:13PM





RENOVATIONS TO:

CD4 - EXISTING HOT WATER RADIANT CEILING PANEL TO REMAIN. PROTECT IN CCAC - STUDENT PLACE.

SERVICE CENTER CD5 - REMOVE EXISTING RETURN DIFFUSER. RELOCATE IN NEW OFFICE LAYOUT, CD2 CD2 CD5 REFER TO NEW REFLECTED CEILING PLAN. KEYPLAN CD6 - EXISTING DUAL TOGGLE LIGHT SWITCH IN DOOR FRAME TO REMAIN. EXISTING LIGHTING CIRCUITS TO BE REWIRED. SEE NEW REFLECTED CEILING PLAN.

CD7 - DISCONNECT AND REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED PLAN WIRING BACK TO SWITCH. NORTH 808 RIDGE AVENUE CD8 - REFER TO SEPARATE DRAWING FP101 FOR FIRE SPRINKLER WORK. PITTSBURGH, PA 15212

ALLEGHENY COUNTY DEMOLITION REFLECTED CEILING PLAN - THIRD FLOOR DEMOLITION RCP LEGEND G G1 0 2' 4' 8'SCALE: 1/4" = 1'-0" OWNER:

H

0

WORK AREA

BUILDING EXIT

ACCESSIBLE TOILETS

30' 60'

PLAN NORTH

INDICATES ITEMS TO BE REMOVED

EXISTING RADIANT CEILING PANEL TO BE REMOVED

EXISTING DIFFUSER TO BE REMOVED

EXISTING LIGHT TO BE RELOCATED

EXISTING LIGHT TO REMAIN

EXISTING LIGHT TO REMAIN

EXISTING DIFFUSER TO REMAIN

EXISTING RADIANT CEILING PANEL TO REMAIN

EXISTING DIFFUSER TO REMAIN

EXISTING SPRINKLER TO REMAIN



DEMOLITION FLOOR PLAN AND REFLECTED CEILING PLAN A001

EX EXISTING TO REMAIN BID SET SHEET FILE/PLOT DATE: 12/17/2020 2:21:13 PM

www.hflenz.com

C

1 2 3 4 5 6 7 8 9 10

GENERAL LIGHTING NOTES GENERAL FLOOR PLAN NOTES A. ALTHOUGH FIXTURES ARE SPECIFIED WITH TYPE G OR F TRIM ACCESSORIES, A. NOTES ARE TYPICAL FOR SIMILAR & LIKE CONDITIONS.

SPECIAL TRIM AND MOUNTING ACCESSORIES SHALL BE USED WHERE NECESSARY TO OBTAIN THE CLOSEST COORDINATION AND COMPATIBILITY B. NEW CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD OR FACE OF

A

J 4

B.

WITH THE CEILINGS FURNISHED.

FIXTURES SHALL BE DESIGNED, ARRANGED, FURNISHED AND INSTALLED COMPLETE WITH ALL ACCESSORIES FOR MOUNTING IN OR ON PLASTER, ACOUSTICAL TILE CONSTRUCTION, T-BAR TYPE CONSTRUCTION, AND OTHER TYPES OF CEILINGS SHOWN ON THE ARCHITECTURAL DRAWINGS.

MASONRY UNLESS NOTED OTHERWISE. FRAMED OPENING DIMENSIONS ARE NOMINAL; REFER TO MANUFACTURER'S SPECIFICATIONS FOR REQUIRED ROUGH OPENINGS.

C. DIMENSIONS TO/FROM EXISTING CONSTRUCTION ARE FROM FINISHED SURFACES UNLESS NOTED OTHERWISE



2 C. THE CONTRACTOR SHALL CHECK CAREFULLY WITH THE FINAL CEILING FINISH SCHEDULE OF ROOMS BEFORE ORDERING THE FIXTURES, SINCE THE CONTRACTOR IS RESPONSIBLE FOR A COMPLETE/COMPATIBLE INSTALLATION.

D. IN RENOVATION WORK, IF IT IS OBVIOUSLY THE INTENTION TO ALIGN OR MATCH WITH EXISTING CONDITIONS, MATCH THESE ITEMS REGARDLESS OF DIMENSIONS SHOWN ON DRAWINGS.

Phone: 412.206.0410

www.HayesDesign.com

3' - 0" MIN E. PROVIDE CAULKED JOINT BETWEEN DISSIMILAR MATERIALS. D. ALL WORK SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR,

INCLUDING ALL DIMENSIONS. ARCHITECT'S SEAL: F. FOLLOW MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR SURFACE PREPARATION PRIOR TO INSTALLATION OF ALL FINISHES; INCLUDING BUT

E. LIGHTING FIXTURES SHALL BE FURNISHED FOR THE BRANCH CIRCUIT NOT LIMITED TO, SEALANT, PAINTS, STAINS, CLEANERS, CAULKS, AND VOLTAGE INDICATED ON THE CONTRACT DOCUMENTS. PATCHING COMPOUNDS.

1

OFFICE 101

F. COLOR AND FINISH OF ALL LIGHTING FIXTURES AND COMPONENTS SHALL BE G. ALL WIRING MUST BE RATED FOR USE IN RETURN AIR PLENUM. OFFICE SELECTED BY ARCHITECT 103

7B 3 H. EXISTING ELECTRICAL PANELS ARE LOCATED IN CLOSET IN CORRIDOR. 102

G. ALL FIXTURES SHALL BE PAINTED AFTER FABRICATION 3 RECEPTION EXIST STOR 101

100 102

CEILING PLAN LEGEND CONSULTANT'S LOGO:

NOT ALL ITEMS USED ON THIS SHEET

CEILING TAG: (X'-X") CEILING FINISH ELEVATION

FLOOR PLAN KEYNOTES 2x4 ACOUSTIC CEILING TILE

+/- 14' - 3 1/8" VIF

FLOOR PLAN - THIRD FLOOR C1 SCALE: 1/4" = 1'-0" 0 2' 4' 8'

D

EX

C4 A1 A1E D1 D1

D1 A1

D1

C9

C7

EXIST STOR 102

EX

(10' - 0")F

S3B.1

7' -

4" V

.I.F.

+/- 8

' - 1

0" V

IF

+/-9

' - 5

1/4

" VIF

+/- 1

8' -

3 1/

4" V

IF

5 6

D1 C6 T T

A1EXC3 RECEPTION 260 CFM 100 (10' - 0")

260 CFM 260 CFM EXOFFICE C2101 (10' - 0") OFFICE

103 C2

D1 A1

D1

C7 C7

GYPSUM BOARD CEILING / BULKHEAD, PAINTED

PLAN NORTH

FIRE SUPPRESSION REFER TO FIRE SUPPRESSION DRAWINGS

CEILING SPRINKLER HEAD

HEATING VENTILATING AND CONDITIONING

RETURN / TRANSFER AIR GRILLE

SUPPLY AIR GRILLE / DIFFUSER

RADIANT CEILING PANEL

ELECTRICAL FIXTURES

2X4 FLAT PANEL LED

8" LED DOWNLIGHT

WALL MOUNTED LIGHT FIXTURE

T THERMOSTAT

J JUNCTION BOX

LIGHT SWITCH

DUPLEX OUTLET

QUADRUPLEX SWITCH

DATA OUTLET

1 - REINSTALL EXISTING CUBICLE UPON COMPLETION OF NEW PARTITION.

2 - ALIGN FINISH FACE OF NEW PARTITION WITH FINISH FACE OF EXISTING COLUMN. REFINISH FACE OF EXISTING COLUMN TO MATCH NEW PARTITION AND TAPE JOINT.

3 - MODIFY SALVAGED CARPET TILES AT NEW PARTITON WALL. CAREFULLY CUT SALVAGED TILES AND REINSTALL ON EITHER SIDE OF NEW PARTITION. IF TILES ARE DAMAGED DURING WORK, REPLACE WITH NEW CARPET TILE TO MATCH EXISTING.

4 - RELOCATE EXISTING JUNCTION BOX FOR FURNITURE WHIP. EXTEND EXISTING CIRCUIT TO NEW LOCATION AND RECONNECT FURNITURE WHIP.

5 - NEW RECEPTACLE, PROVIDE CIRCUIT FROM PANEL "PF".

6 - PATCH DRYWALL AND MATCH ADJACENT WALL TEXTURE WHERE JUNCTION BOXES FOR LIGHTS ARE MOVED.

7 - INTENT IS TO ALIGN OPENING WITH OPENING ON OPPOSITE SIDE OF RECEPTION 100.

GENERAL CEILING PLAN NOTES A. NOTES ARE TYPICAL FOR SIMILAR & LIKE CONDITIONS.

B. REFER TO ROOM FINISH SCHEDULE FOR CEILING FINISH TYPES.

C. ARCHITECTURAL REFLECTED CEILINGS PLANS ARE TO BE USED TO GUIDE THE LOCATION OF LIGHT FIXTURES.IF THERE ARE ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ELECTRICAL DRAWINGSREGARDING THE TYPE OF FIXTURE, THE ELECTRICAL DRAWINGS WILL GOVERN.

D. (+x’-x”) NUMBER IN PARENTHESIS REPRESENTS THE CEILING HEIGHT ABOVE FINISH FLOOR. (TYPICAL)

E. ALL DIMENSIONS INDICATED ARE TO FINISHED FACE OF GYPSUM BOARD OR FACE OF MASONRY UNLESS NOTED OTHERWISE.

F. INSTALL ALL SUSPENDED ACOUSTICAL PANEL CEILINGS WITH GRID AND/OR TILE CENTERED IN ROOM.

G. ALL SURFACE AND RECESSED CEILING MOUNTED DEVICES ARE TO BE CENTERED IN ACOUSTICAL TILES UNLESS NOTED OTHERWISE.

H. CONTROL JOINTS TO BE CAULKED FLUSH & PAINTED.

I. PROVIDE ACOUSTICAL SEALANT AT ACOUSTICAL CEILING / WALL INTERSECTIONS.


CONSULTANT'S SEAL:





RENOVATIONS TO: A1 CCAC - STUDENT D1

C5 C1 C1 C8 KEYPLAN

EQ 2' - 0" EQ PLAN

NORTH

CEILING PLAN KEYNOTES

G G1 REFLECTED CEILING PLAN - THIRD FLOOR SCALE: 1/4" = 1'-0" 0 2' 4' 8'

C1 - RELOCATE EXISTING WALL MOUNTED LIGHT FIXTURES IN NEW OFFICE SPACE. MODIFY JUNCTION BOX/POWER SUPPLY LOCATION AS NECESSARY. PROVIDE NEW LIGHT SWITCH AND EXTEND EXISTING CIRCUIT.

C2 - MODIFY EXISTING CEILING GRID AND PROVIDE NEW WALL TO CEILING EDGE GRID AT NEW PARTITION WALL AND CUT SALVAGED TILES TO FIT WITHIN MODIFIED GRID. IF EXISTING TILES ARE DAMAGED AS A RESULT OF THE WORK, PROVIDE NEW TO MATCH EXISTING.

LIGHTING FIXTURE SCHEDULE C3 - NEW OCCUPANCY SENSOR SWITCH LOCATION TO CONTROL LIGHTING IN

NEW OFFICE. PROVIDE CIRCUIT FROM PANEL "LE". SWITCH MANUFACTURED BY WATTSTOPPER.

FIXTURE TAG

A1

DESCRIPTION

2X4 LED PLENUM TROFFER

MOUNTING

RECESSED

LAMP TYPE

LED 4900LM

WATTS

37.2 W

VOLTAGE

120V

MANUFACTURER

WILLIAMS

CATALOGUE NUMBER OR SERIES

PT-2-4-L49-35-SA-DIM-120V

NOTES

0-10V DIMMING

C4

C5

C6

- NEW PARTITION TO BE CONSTRUCTED AROUND EXISTING RADIANT PANELS.

- RELOCATED EXISTING RETURN DIFFUSER.

- NEW RETURN DIFFUSER TO MATCH EXISTING.

H D1 RECESSED LED DOWNLIGHT RECESSED LED 3000LM 32.7 W 120V LUMINII 3D-FL-A90-630-35-30-DL-08-08-915-LCS-120V 0-10V DIMMING WORK AREA

BUILDING EXIT PLAN NORTH

C7 - REINSTALL EXISTING SUPPLY DIFFUSER. EXTEND DUCT TO NEW LOCATION. REBALANCE DIFFUSER BASED ON AVAILABLE CFM FROM PRE-BALANCE TESTING. DESIGN CFM PER DIFFUSER IS 260 CFM. NOTIFY ARCHITECT IF AVAILABLE CFM PER DIFFSUER IS LOWER THAN DESIGN CFM.

ACCESSIBLE TOILETS C8 - REWIRE NEW LIGHTING TO EXISTING DUAL LIGHT SWITCHING AS SHOWN.

0 30' 60' C9 - NEW OCCUPANCY SENSOR SWITCH LOCATION TO CONTROL LIGHTING IN EXISTING STORAGE ROOM. PROVIDE CIRCUIT FROM PANEL "LE". SWITCH MANUFACTURED BY WATTSTOPPER.

SERVICE CENTER


ALLEGHENY COUNTY

OWNER:



NEW FLOOR PLAN AND REFLECTED CEILING PLAN

A101 BID SET


www.hflenz.com

https://FIXTURES.IF

1 2 3 4 5 6 7 8 9 10

GENERAL DOOR NOTES 1) GENERAL NOTES:

A DOOR

DOOR AND FRAME SCHEDULE FRAME

A. DOORS AND HARDWARE SHALL MEET ANSI 117.1-03 AND ADA ACCESSIBILTY REQUIREMENTS.

B. FIELD VERIFY CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION.

DOOR NO. TYPE

101 EX

102 F

WIDTH

3' -0"

3' - 0"

HEIGHT

7' -0"

7' -0"

THK

0' - 1 3/4"

0' - 1 3/4"

MATL

EX

HOLLOW METAL

FINISH

EX

PAINTED

TYPE

H1

EX

DEPTH

0' - 5 7/8"

0' - 5 7/8"

MATL

HOLLOW METAL

EX

FINISH

PT-2

PT-2

FRAME HEAD

C4/A801

-

FRAME JAMB

C6/A801

-

GLAZING TYPE

G1

-

HDW SET

2.0

1.0

NOTES / REMARKS

EXISTING DOOR AT EXISTING STORAGE 102 TO BE REUSED IN NEW DOOR FRAME. PATCH HOLES FROM EXISTING HARDWARE TO RESTORE EXISTING LAMINATE FINISH. SIDELITE TO MATCH EXISTING DOOR AND SIDELITE AT OFFICE DIRECTLY ACROSS FROM NEW PARTITION. CONTRACTOR TO VERIFY EXISTING DOOR SIZE PRIOR TO ORDERING NEW FRAME. NEW DOOR TO BE INSTALLED IN EXISTING FRAME. HOLLOW METAL DOOR TO BE PAINTED TO MATCH EXISTING DOOR FRAME COLOR. CONTRACTOR TO VERIFY OPENING SIZE PRIOR TO ORDERING NEW DOOR.

2)

3)

C. DOOR FRAME SIZES INDICATED ARE TO FINISHED FRAME. PROVIDE ROUGH OPENING PER MANUFACTURER'S LATEST WRITTEN INSTRUCTIONS.

DOOR LEAF NOTES: A. DOORS TO BE SET TO CLEAR FINISHED FLOOR SURFACE BY 1/2"

(UNDERCUT), UNLESS NOTED OTHERWISE.

GLAZING AND LOUVER NOTES: A. PROVIDE TEMPERED GLASS AT LOCATONS WITHIN 24" OF DOORS AND 18"

OF THE FLOOR.



Phone: 412.206.0410

www.HayesDesign.com

ARCHITECT'S SEAL:

SEE PLANS FOR PARTITION TYPE 4) DOOR FRAME NOTES:

B 3' - 0" 2' - 0" DOOR WIDTH

LIGHT GAUGE METAL STUD HEADER

CONTINUOUS SEALANT BEAD AT

SOUND INSULATION

A. ALL HOLLOW METAL FRAMES ARE WELDED FRAMES. ALL WELDS ARE TO BE GROUNDED SMOOTH.

B. ALL HOLLOW METAL DOOR FRAMES ARE PAINTED. BOTH SIDES HM FRAME (PAINTED) 2" 2" 2"

7' -

0"

2"

3/8"

3/

8"

5) DOOR HARDWARE NOTES: A. COORDINATE KEYING WITH OWNER'S REPRESENTATIVE.

CONSULTANT'S LOGO:

EQ

EQ

EQ

4"

2"2"

2"

CONTINUOUS SEALANT BEAD AT BOTH SIDES 3/8"

DO

OR

HEI

GH

T

2"

VAR

IES DOOR SCHEDULE KEY

ABBREVIATIONS SOUND INSULATION HM FRAME (PAINTED) EXIST = EXISTING W = WIDTH

2" WD = WOOD HT = HEIGHT DOOR, AS SCHEDULED NOTE: VERIFY ALL DOUBLE MTL DOOR, SEE SCHEDULE C DIMENSIONS IN THE STUDS AT JAMBS HM = HOLLOW METAL THK = THICKNESS H1 F METAL STUD ANCHOR FIELD TO MATCH

HOLLOW FLUSH SEE PLANS FOR EXISTING FRAME UNO = UNLESS NOTED GLZ = GLAZING VARIESMETAL FRAME PARTITION TYPE DIRECTLY ACROSS OTHERWISE FROM NEW PARTITION. AFF = ABOVE FINISH FLOOR

TYP = TYPICAL W/ = WITH DOOR FRAME TYPES DOOR LEAF TYPES HEAD DETAIL JAMB DETAIL HDW = HARDWARE ADA = ACCESSIBLE SCALE: 1/4" = 1'-0" 0 2' 4' 8' SCALE: 1/4" = 1'-0" 0 2' 4' 8' C4 SCALE: 3" = 1'-0" 0 3" 6" 9" C6 SCALE: 3" = 1'-0" 0 3" 6" 9" MATL = MATERIAL STD = STANDARD

RTG = RATING PNT = PAINTED

GLAZING TYPES LEGEND D GLAZING SCHEDULE

G1 - 1/4" FULLY TEMPERED SAFETY GLAZING

GENERAL ROOM FINISH NOTES ROOM FINISH SCHEDULE 1) GENERAL NOTES WALLS

RM NO 1. PAINT NEW INTERIOR HOLLOW METAL DOOR FRAMES PT-2, TO MATCH EXISTING.

ROOM NAME FLOOR BASE NORTH SOUTH EAST WEST CEILING NOTES / REMARKS 100 RECEPTION EX, CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 EX N1 101 OFFICE EX, CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 EX N1 2. EXTEND PAINT ON WALLS 6" ABOVE SUSPENDED CEILING HEIGHT. 102 EXIST STOR EX EX EX EX EX EX EX 103 OFFICE 3. REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL INFORMATION

ON CEILING FINISHES AND HEIGHTS. E 4. PAINT ALL FACES OF COLUMNS / BUMP-OUTS. REFER TO FINISH PLANS /

SCHEDULES FOR SPECIFIED COLOR.

5. PROTECTIVE COVERING THAT STICKS TO EXISTING CARPET TO PROTECT EXISTING TILE, TYPICAL FOR 8'-0" ON EITHER SIDE OF NEW PARTITION.

CL

NOTES / REMARKS N1) PROVIDE NEW WALL BASE TO MATCH EXISTING IN ROOM 100

RECEPTION AT NEW PARTITION WALL. PATCH EXISTING WALL BASE UNDERSIDE OF AS NECESSARY THROUGHOUT REMAINDER OF ROOM. STRUCTURE ABOVE

3 1/2" LAY-IN ACOUSTICAL INSULATION, 2'-0" EXTEND STUDS TO ROOM FINISH SCHEDULE KEY TYP. BOTH SIDES STRUCTURE OR PROVIDE


CONSULTANT'S SEAL:





6" M

IN.

KICKERS @ 4'-0" O.C. MAX. FLOOR FINISH F RENOVATIONS TO:

CCAC - STUDENT EX - EXISTING

CEILING AS CEILING AS SCHEDULED SCHEDULED

ACOUSTICAL INSULATION

WALLBOARD 1 WALL BOARD 2 AS AS SCHEDULED SCHEDULED

G

NON-STRUCTURAL METAL STUD FRAMING. CONTINUOUS SEALANT AT SIZE AS SCHEDULED PERIMETER AND TRACK (TYP.

BOTH SIDES)

FLOOR LEVEL CORE WIDTH

OVERALL WIDTH AS SCHEDULED AS SCHEDULED

M - METAL STUD TO 6" ABOVE FINISHED CEILING WALLBOARD

TYPE WALLBOARD

CORE WIDTH OVERALL WIDTH 21H 3 5/8" 4 7/8" 5/8" TYPE X 5/8" TYPE X S3B.1

CPT-1 - CARPET - TYPE 1 - MOHAWK PICTURE THIS - SEA BREEZE 7585 SERVICE CENTER BASE FINISH

EX - EXISTING

RB-1 - RESILIENT BASE - TYPE 1 - GRAY TO MATCH EXISTING

WALL FINISH 808 RIDGE AVENUE PITTSBURGH, PA 15212

EX - EXISTING ALLEGHENY COUNTY

PT-1 - PAINT - TYPE 1 - SW7022 ALPACA OWNER:

PT-2 - PAINT - TYPE 2 - DOOR FRAMES - TO MATCH EXISTING

CEILING FINISH EX - EXISTING



DOORS, FINISHES AND PARTITION TYPES

A801 BID SET


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10 1 2 3 4 5 6 7 8 9

A

FD2 FD2

FD2 FD1

FD1 FD2

B

RECEPTION EXIST STOR EX

EX EX

FD1

FD1 FD2

FD2

C

PLAN NORTH

FIRE PROTECTION DEMOLITION RCP - THIRD FLOOR 1 SCALE: 1/4" = 1'-0" 0 2' 4' 8'

D

FP3 EX FP3

7' - 0" FP1 7' - 2 1/2"

E FP3

FP2 FP1 FP3

RECEPTION 100

OFFICE FP4101 EX

EXIST STOR EX102 (10' - 0")

(10' - 0")EX

FP1

(10' - 0")

FP2 FP1 FP3F

FP3

PLAN NORTH

FIRE PROTECTION RCP - THIRD FLOOR G1 SCALE: 1/4" = 1'-0" 0 2' 4' 8' G

FIRE PROTECTION KEYNOTES DEMOLITION

FD1 - EXISTING SPRINKLER HEAD TO BE RELOCATED.

FD2 - EXISTING SPRINKLER HEAD TO REMAIN.

NEW

FP1 - RELOCATED EXISTING SPRINKLER HEAD. H

T T

FP2 - INSTALL NEW SPRINKLER HEAD AND EXTEND PIPE.

FP3 - EXISTING SPRINKLER HEAD TO REMAIN.

FP4 - NEW OFFICE SPRINKLER HEADS ARE NOT CENTERED IN CEILING GRID IN ORDER TO COMPLY WITH ADEQUATE SPACING.


FIRE PROTECTION NOTES A. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO THE

FABRICATION OR INSTALLATION OF ANY NEW PIPING.

B. THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR MUST FIELD VERIFY ACTUAL CONDITIONS AT THE SITE PRIOR TO PROCEEDING WITH THE WORK.

C. PROVIDE SLEEVES AND FIRESTOP SEALANTS WHERE PIPES PENETRATE FIRE RATED FLOORS AND WALLS. COMPLY WITH ASTM E-814 AND UL 1479.

D. CONFORM TO IRI, FM, NFPA REQUIREMENTS AND/OR OWNERS INSURANCE UNDERWRITER. OBTAIN PERMITS AND REVIEW STAMPS FROM THE AUTHORITIES HAVING JURISDICTION.

E. CENTER HEADS IN CEILING TILES. VERIFY BEFORE INSTALLATION, TECH EXACT CEILING TYPE AND PATTERN.

F. COORDINATE FINAL LOCATIONS OF SPRINKLER HEADS, PIPING AND ALL NEW WORK WITH ALL LIGHT FIXTURES, DIFFUSERS, GRILLES, REGISTERS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES.

G. SPRINKLER MAIN SIZES SHOWN ARE SIZED FOR FUTURE CONNECTIONS.

H. PIPING SHOWN IS ABOVE TECH CEILING UNLESS OTHERWISE NOTED.

I. ALL CONTROL VALVES SHALL BE MONITORED.

J. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND SIZED BY THE SPRINKLER CONTRACTOR. THESE DOCUMENTS SHALL BE USED AS A GUIDE FOR INTENT ONLY. THE SPRINKLER HEAD TYPES SHOWN ON TECH DOCUMENTS SHALL BE CONFORMED TO. SPRINKLER CONTRACTOR SHALL INFORM AND COORDINATE ALL ELECTRICAL AND FIRE ALARM DEVICES WITH THE ELECTRICAL CONTRACTOR.

K. INSPECTOR'S TEST VALVES SHALL NOT DRAIN ONTO CONCRETE SIDEWALKS, PADS OR CONCRETE PLAZA'S DUE TO STAINING. IF DRAINING TO GRASS AREA, PROVIDE MEANS TO ELIMINATE MUD OR OTHER DEBRIS FROM SPLASHING ONTO BUILDING.

L. SUBMIT DETAILED FIRE PROTECTION DRAWINGS, HYDRAULIC CALCULATIONS AND ALL ITEMS STATE ON THE ICC CHECKLIST TO THE CODE REVIEW OFFICIAL.

M. SPRINKLERS SUBJECT TO MECHANICAL DAMAGE SHALL BE PROTECTED WITH WIRE CAGE GUARDS.

SPECIFICATIONS GENERAL

FURNISH ALL LABOR, MATERIALS, TOOLS, SHORING, SCAFFOLDING AND EQUIPMENT NECESSARY FOR THE WORK INCLUDED UNDER THIS CONTRACT. ALL WORK SHALL BE COMPLETED AND ALL EQUIPMENT INSTALLED IN STRICT ACCORDANCE WITH DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, OSHA, NFPA, AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL LAWS, ORDINANCES AND REGULATIONS. ALL FEES, PERMITS AND CERTIFICATES OF APPROVAL SHALL BE OBTAINED AND PAID FOR BY THIS CONTRACTOR.

OPENINGS MADE OR SLEEVES INSTALLED BETWEEN FLOORS, WALLS, OR PARTITIONS OF ANY TYPE SHALL BE MADE ABSOLUTELY AIRTIGHT. THE CONTRACTOR SHALL DAILY INSPECT THE JOB FOR SUCH INSTALLATION TO INSURE THAT THIS MANDATORY CONSTRUCTION REQUIREMENT IS RIGIDLY ADHERED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PATCHING, REPAIRING, AND SEALING EXISTING OR NEW OPENINGS IN ALL INTERIOR AND PERIMETER SHAFTS AND CHASES TO ACHIEVE AIRTIGHT CONSTRUCTION.

SUBMIT SHOP DRAWINGS AND MANUFACTURER'S DATA FOR THE FOLLOWING ITEMS:

1. HANGERS AND SUPPORTS. 2. PAINT. 3. SLEEVES AND PLATES. 4. SPRINKLERS. 5. SPRINKLER PIPING.

COORDINATION

THIS CONTRACTOR SHALL COORDINATE ALL WORK WITH CONTRACTORS OF OTHER TRADES AND WITH THE REQUIREMENTS OF THE ARCHITECT AND OWNER.

SCHEDULE OF WORK

ARRANGE ALL WORK SO AS NOT TO INTERFERE WITH THE NORMAL OPERATION OF THE PRESENT BUILDINGS AND UTILITIES. CONTINUITY OF SERVICES

IF IT BECOMES NECESSARY TO TEMPORARILY INTERRUPT SERVICE TO ANY PORTION OF THE BUILDING OR UTILITY, THE OWNER AND UTILITY COMPANY INVOLVED SHALL BE NOTIFIED SUFFICIENTLY IN ADVANCE TO ENABLE NECESSARY ARRANGEMENTS TO BE MADE.

CUTTING AND PATCHING

INCLUDE ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF NEW PIPING, EQUIPMENT, AND ACCESSORIES, AND FOR THE REMOVAL OF EXISTING PIPING, EQUIPMENT, AND ACCESSORIES. ANY DAMAGE TO EXISTING FINISHES RELATIVE TO CUTTING OR OTHER CAUSES IN THE PERFORMANCE OF THIS CONTRACT SHALL BE MADE GOOD BY REPLACEMENT OR REPAIRS IN A MANNER SATISFACTORY TO THE ARCHITECT. ALL REPAIR WORK SHALL MATCH EXISTING OR NEW FINISHES.

DUST, DIRT AND NOISE

INCLUDE ALL CUTTING AND PATCHING AND MAKE ALL CHANGES, RELOCATIONS AND INSTALLATIONS WITH A MINIMUM OF NOISE. PROTECTION SHALL INCLUDE TEMPORARY BARRIERS AND COVERINGS. AT NO TIME SHALL THIS CONTRACTOR INTERFERE WITH THE NORMAL OPERATION OF PRESENT BUILDINGS BY ALLOWING DEBRIS TO REMAIN ON THE PREMISES.

MISCELLANEOUS IRON WORK

FURNISH AND INSTALL ALL MISCELLANEOUS IRON WORK AS REQUIRED FOR PIPING AND EQUIPMENT SUPPORTS. ALL NECESSARY ADDITIONAL STRUCTURAL STEEL MEMBERS SHALL BE FURNISHED AND INSTALLED AS REQUIRED TO SUPPORT THE PIPING WITHOUT EXCESSIVE STRESS OR STRAIN ON THE EXISTING BUILDING CONSTRUCTION. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO ASTM SPECIFICATION A-36. INCLUDE ALL REQUIRED WELDING.

PAINTING

PAINT ALL NEW SUPPORTS, IRON AND STEEL WORK INSTALLED UNDER THIS CONTRACT. PAINT WITH TWO COATS OF RUST-OLEUM RUST PREVENTATIVE PAINT; FIRST COAT NO. X-60 RED PRIMER, AND SECOND COAT OF COLORS SELECTED BY THE ARCHITECT. PAINT EXPOSED PIPING, METAL WORK, ETC., WHERE GENERAL CONTRACTOR IS NOT PAINTING, WITH ONE PRIME COAT AND TWO FINISH COATS OF HIGH QUALITY PAINT, PRATT AND LAMBERT, OR EQUAL, OF COLOR SELECTED BY THE ARCHITECT. AT ALL LOCATIONS WHERE IT IS NECESSARY TO CUT AND PATCH WALLS, FLOORS, CEILINGS, ETC., ALL PAINTING AT EACH LOCATION SHALL BE PERFORMED UNDER THIS CONTRACT; COORDINATE WITH ALL PAINTING WORK INCLUDED UNDER THE GENERAL CONSTRUCTION WORK. NEW FINISHES SHALL MATCH EXISTING FINISHES. USE ONE PRIME COAT AND ONE FINISH COAT OF PRATT AND LAMBERT SATIN FINISH PAINT, OR EQUAL, OF COLORS SELECTED BY THE ARCHITECT. INCLUDE PIPE NAME ABBREVIATIONS, FLOW ARROWS, AND COLOR CODING WHERE NECESSARY TO MATCH EXISTING INSTALLATIONS.

CLEANING

THOROUGHLY CLEAN ALL EQUIPMENT INSTALLED UNDER THIS CONTRACT AND REMOVE ALL RELATED RUBBISH AND DEBRIS. WARRANTY

WARRANT MATERIAL, EQUIPMENT AND WORKMANSHIP AND PROVIDE MATERIALS, EQUIPMENT AND LABOR TO MAKE GOOD ANY DEFECTS IN SAME WHICH BECOME APPARENT WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF COMPLETED WORK. CERTAIN EQUIPMENT WARRANTED FOR LONGER THAN ONE YEAR WHERE SPECIFIED.

INSTRUCTIONS

COMPLETE THE SYSTEMS SO THAT THEY ARE FUNCTIONAL AND OPERATING TO THE SATISFACTION OF THE ARCHITECT. INSTRUCT OPERATING PERSONNEL IN THE PROPER OPERATION, MAINTENANCE, AND ADJUSTMENT OF THE SYSTEMS.

BROCHURES

COMBINE MANUFACTURER'S EQUIPMENT BROCHURES INTO A HARD BACK BINDER AND GIVE TO OWNER. EACH MANUFACTURER SHALL SUBMIT A BROCHURE ON HIS EQUIPMENT.

WORK IN BUILDING

LOCATE AND VERIFY ALL NEW CONNECTIONS BEFORE PROCEEDING WITH THE WORK. EXPOSED FIRE PROTECTION PIPING NOT REQUIRED AS A PART OF THE REMODELED SYSTEM SHALL BE COMPLETELY REMOVED. ALL PRESENT CONCEALED PIPING NOT REQUIRED SHALL BE SUITABLY CAPPED OR PLUGGED BEHIND WALLS, ABOVE CEILINGS, OR BELOW FLOORS AND RENDERED COMPLETELY "DEAD." ALL REMOVED MISCELLANEOUS ITEMS OF EQUIPMENT, SUCH AS PIPE AND FITTINGS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE.

REMOVE AND REPLACE EXISTING CEILING TILES OR OTHER CEILING CONSTRUCTION WHERE REQUIRED TO INSTALL PIPING SYSTEMS ABOVE EXISTING CEILING CONSTRUCTION.

SUBSTITUTIONS

MANUFACTURER'S SPECIFICATIONS FOR SUBSTITUTIONS SHALL BE AS CLOSE AS POSSIBLE TO THAT SHOWN OR SPECIFIED SO THAT CLOSE COMPARISON CAN BE MADE. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL AS REQUIRED.

SUBMISSIONS

PROVIDE PRODUCT DATA AND SHOP DRAWINGS FOR ALL MATERIALS PROPOSED FOR INSTALLATION.

CROSS CONNECTIONS

THERE SHALL BE NO CROSS-CONNECTION, OPEN OR POTENTIAL, BETWEEN A SYSTEM FURNISHING POTABLE WATER AND A SYSTEM FURNISHING NONPOTABLE WATER.

SLEEVES AND PLATES

SCHEDULE 40 STEEL SLEEVES WHERE PIPING PASSES THROUGH FLOORS, WALLS AND CEILINGS. POLISHED CHROMIUM PLATED SET SCREW TYPE FLOOR, WALL AND CEILING PLATES FOR FINISHED ROOMS. SEAL SLEEVE WITH FIREPROOFING. SEAL ALL FIRE AND SMOKE BUILDING CONSTRUCTION.

ELECTROLYSIS CONTROL

WHEN JOINING PIPING OF DISSIMILAR METALS, PROVIDE ELECTROLYSIS CONTROL. FITTINGS BY CLEARFLOW, OR EQUAL.

SPRINKLER SYSTEM DESIGN

SPRINKLER SYSTEM WORK SHALL BE COMPLETED IN ACCORDANCE WITH NFPA-13, "STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS".

INSTALLATION SHALL CONFORM TO THE BUILDING FIRE INSURANCE UNDERWRITER'S REQUIREMENTS.

INSTALLATION BY A SPRINKLER SUBCONTRACTOR TO THIS CONTRACTOR WITH THREE (3) YEARS MINIMUM SPRINKLER INSTALLATION EXPERIENCE.

INCLUDE ALL NECESSARY SIGNS AT VARIOUS EQUIPMENT.

SPRINKLER SHOP DRAWINGS

PREPARE AND SUBMIT SHOP DRAWINGS FOR APPROVAL OF THE SPRINKLER SYSTEM, PROPERLY SIZED AND COORDINATED, INCLUDING CALCULATIONS, WITH THE OWNER'S FIRE INSURANCE UNDERWRITER'S APPROVAL, STAMPED OR INDICATED ON THE DRAWINGS, THE CONTRACTOR'S APPROVED SIGNATURE, A LICENSED REGISTERED FIRE PROTECTION ENGINEER'S STAMP OF APPROVAL, AND COORDINATED WITH ALL TRADE DRAWINGS, AS REQUIRED TO MEET ALL AUTHORITATIVE APPROVALS. SHOP DRAWINGS MUST INCLUDE ALL AUTHORITATIVE APPROVALS AT TIME OF SUBMITTAL.

SPRINKLER PIPING

DESIGN SYSTEM TO WITHSTAND A WWP OF NOT LESS THAN 175 PSI. SYSTEM SHALL BE HYDRAULICALLY SIZED BY CONTRACTOR. ALL PIPING SHALL BE SCHEDULE 40. WET FEED LINE TO THE PREACTION VALVE CABINET SHALL BE BLACK STEEL, ASTM SPECIFICATION A-53 OR A-135, WITH THREADED FITTINGS, BLACK CAST IRON, ASTM A-126. DRY SPRINKLER LINES SHALL BE SCHEDULE 40 GALVANIZED, WITH THREADED OR GROOVED-JOINT GALVANIZED FITTINGS. INCLUDE ALL NECESSARY DRAW-OFF PIPING AND DRAINS. INCLUDE CARE OF WATER DISPOSITION FOR TESTING, TO AVOID PROPERTY DAMAGE. PROVIDE HOSE END DRAIN VALVES AT EACH RISER.

PIPING ASSEMBLED WITH VICTAULIC STYLE 75 FITTINGS AND GRADE "E" GASKET ACCEPTABLE, OR EQUAL. STYLES 920 AND 920N FITTINGS ACCEPTABLE. VICTAULIC STYLES 791, 78, 07, 922, 923, AND 925 NOT ACCEPTABLE. VICTAULIC "FIT" FITTINGS NOT ACCEPTABLE.

SPRINKLERS

DESIGNED FOR WET SYSTEM; BY VIKING, VICTAULIC, RELIABLE, TYCO, OR EQUAL. SPRINKLERS MUST HAVE APPROVED TEMPERATURE RATINGS. FURNISH AND DELIVER TO THE OWNER, TWO (2) EXTRA SPRINKLER HEADS, OF EACH TYPE INSTALLED UNDER THIS CONTRACT. SUBMIT SAMPLES OF ALL SPRINKLERS FOR APPROVAL.

SPRINKLER PIPING HANGERS

UL AND FM APPROVED CLEVIS TYPE, MODERN PIPE SUPPORTS CORPORATION, OR EQUAL. EXPANSION SHIELDS NOT PERMITTED. STRAP OR SPLIT RING TYPE NOT ACCEPTABLE. SPACE HANGERS PER NFPA REQUIREMENTS. UTILIZE OTHER CLAMPS, SUPPORTS AND ACCESSORIES.

INSPECTIONS AND TESTS - SPRINKLER SYSTEM

SYSTEMS SUBJECT TO INSPECTIONS AND TESTS AT ANY TIME DURING INSTALLATION AND UPON COMPLETION OF INSTALLATION BY LOCAL FIRE DEPARTMENT, BUILDING INSURANCE CARRIER, OR THEIR AUTHORIZED REPRESENTATIVES. TESTS SHALL MEET ALL AUTHORITATIVE REQUIREMENTS, BE PROPERLY WITNESSED, AND FULL APPROVALS OBTAINED FROM PROPER SOURCES. COMPLETE THE MATERIAL AND TEST CERTIFICATES AND HAVE THEM CORRECTLY SIGNED; ALL COSTS SHALL BE INCLUDED.

PIPING SHALL BE TESTED HYDROSTATICALLY AT NOT LESS THAN 200 LBS. PER SQUARE INCH PRESSURE FOR TWO HOURS; OR AT 50 LBS. PER SQUARE INCH IN EXCESS OF THE MAXIMUM STATIC PRESSURE WHEN THE MAXIMUM STATIC PRESSURE IS IN EXCESS OF 150 LBS. MEASUREMENTS SHALL BE TAKEN AT THE LOW ELEVATION POINT OF THE SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. PIPING SHALL BE TESTED WITH NO DROP IN PRESSURE; LEAKS WILL NOT BE PERMITTED. TEST PIPING AT NEW CONNECTIONS.



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ARCHITECT'S SEAL:

CONSULTANT'S LOGO:


CONSULTANT'S SEAL:





RENOVATIONS TO:



ALLEGHENY COUNTY

OWNER:



FIRE PROTECTION PLANS AND SPECIFICATIONS

FP101 BID SET

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