Drawings Senior Center.pdf

PDF 25 MB Posted Jul 9, 2024

Attached to: BUTTS COUNTY SENIOR CENTER ADDITION
Solicitation number: PE-77035-NONST-2025-000000007
Issued by: Butts County, Georgia

About this file

Written by GovTribe AI · Jul 19, 2024

This document is a Scope of Work for the Butts County Senior Center Addition project, which is being solicited by the Butts County Board of Commissioners in Georgia. The project consists of constructing a 4,600 square foot one-story addition to the existing Butts County Senior Center located in Jackson, Georgia. The new addition includes a large event space, a commercial kitchen with walk-in cooler and freezer, and accessible restrooms. The work also includes associated mechanical, electrical, sitework, and utilities. Bids will be received until 3:00 pm local time on Thursday, August 29, 2024, and must be submitted to the Butts County Board of Commissioners. Bidders must be properly licensed in Georgia and able to obtain the required insurance and bonds. Bid security in the amount of 5% of the base bid is required, and the successful bidder must provide performance and payment bonds each in the amount of 110% of the contract sum.

The contract will be awarded on a lump sum basis, and segregated bids will not be accepted. Liquidated damages are a condition of the contract. The project is funded by the Butts County Board of Commissioners, but the document does not specify any set-asides or funding amounts. There is no mention of an incumbent contractor or the current contract environment.

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580 ERNEST BILES DR., JACKSON, GEORGIA 30233 100% CONSTRUCTION DOCUMENTS

GOODWYN MILLS CAWOOD, LLC ARCHITECTURE, ELECTRICAL & CIVIL ENGINEERING, & INTERIORS

STRUCTURAL ENGINEERING

MECHANICAL & PLUMBING ENGINEERING

PES STUCTURAL ENGINEERS

MBA CONSULTING ENGINEERS

BUTTS COUNTY SENIOR CENTER ADDITION

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BLDG

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BOT

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B/W

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FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

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GAUGE

GALVANIZED

GRAB BAR

GALVANIZED HOLLOW METAL

GALVANIZED IRON

GYPSUM WALL BOARD

GYPSUM

HEIGHT

HANDICAP

HOLLOW METAL

HIGHEST OPERABLE DEVICE

HORIZONTAL

HIGH POINT/HORSE POWER

HOLLOW STRUCTURAL STEEL

HEIGHT

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HARDWARE

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NOT IN CONTRACT

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PROPERTY LINE, PLATE

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PREFINISHED

PREMANUFACTURED

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POUNDS PER SQUARE INCH

POINT / PRESSURE TREATED /

POINT OF TANGENCY

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PLYWOOD

QUARRY TILE

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COLUMN LINES:

CONSECUTIVE NUMBERS ARE

USED FOR COLUMN LINES

RUNNING NORTH & SOUTH

677.52 ELEVATION TAG:

677.52 - ELEVATION (FT)

W-1

L-1

ROOM NAME

DOOR TAG:

DOOR NUMBER 101

WINDOW TAG:

WINDOW TYPE 1

LOUVER TAG:

LOUVER TYPE L1

WALL TAG:

INTERIOR WALL TYPE 0G

REVISION CLOUD AND TAG:

USED TO INDICATE SCOPE OF

CURRENT REVISION

A1.013

TRUE

NORTH

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INTERIOR ELEVATION TAG:

INTERIOR ELEVATION 3

ON SHEET A101

NORTH ARROW:

ARCHITECTURAL PLAN ORIENTATION

FF&E:

BY OTHERS

EXTERIOR ELEVATION TAG:

ELEVATION 1 ON SHEET A101

PLAN

NORTH

TA01

A1.01

SPECIALTY EQUIPMENT TAG:

SEE SPECIALTY EQUIPMENT

SCHEDULE

PLAN KEYNOTE TAG:

KEYNOTE NUMBER

SEE PLAN KEYNOTE SCHEDULE

BUILDING SECTION TAG:

SECTION 1 ON SHEET A101

WALL SECTION TAG:

SECTION 1 ON SHEET A101

ENLARGED DETAIL TAG:

DETAIL 1 ON SHEET A101

A1.01

HEIGHT #

WIDTH #

DEPTH #

CDS#

CASEWORK TAG

A CONSECUTIVE LETTERS ARE

USED FOR COLUMN LINES

RUNNING EAST & WEST

FACE OF MASONRY

OR FACE OF GIRDER

NORTH ARROW:

CIVIL ORIENTATION

(SEE FLOOR PLANS AND

DOOR SCHEDULE)

(SEE EXTERIOR ELEVATIONS

AND GLAZING SCHEDULE)

(SEE LOUVER SCHEDULE)

(SEE PARTITION LEGEND)

INTERIOR FINISH TAG

PNT-1

RB-1

LVT-1

PL-3 SS-1

PRIMARY / ACCENT

WALL FINISH

BASE FINISH

FLOOR FINISH

CASEWORK /

COUNTERTOP FINISH

PNT-5

C-1

CURTAINWALL TAG:

CURTAINWALL TYPE 1

(SEE EXTERIOR ELEVATIONS

AND GLAZING SCHEDULE)

S-1

STOREFRONT TAG:

STOREFRONT TYPE 1

(SEE EXTERIOR ELEVATIONS

AND GLAZING SCHEDULE)

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DRAWING INDEX

DWG. NO. DRAWING NAME

0.0 GENERAL

T1 TITLE SHEET

G1.01 DRAWING INDEX

G1.02 GENERAL NOTES

G1.12 ACCESSIBLE PLUMBING LAYOUTS

G1.21 PARTITION TYPES

G2.00 LIFE SAFETY - CODE ANALYSIS

1.0 CIVIL

C-001 PROJECT NOTES

C-002 EXISTING CONDITIONS/DEMOLITION PLAN

C-100 SITE PLAN

C-200 GRADING PLAN

C-300 UTILITY PLAN

C-500 EROSION CONTROL NOTES

C-501 EROSION CONTROL NOTES

C-600 PHASE 1 EROSION CONTROL PLAN

C-601 PHASE II EROSION CONTROL PLAN

C-700 PRE DEVELOPMENT DRAINAGE PLAN

C-701 POST DEVELOPMENT DRAINAGE PLAN

C-900 DETAILS

C-901 DETAILS

C-902 DETAILS

C-903 DETAILS

C-904 DETAILS

3.0 ARCHITECTURE

A0.00 SITE PLAN

A1.01 DEMOLITION PLAN AND ADDITION FLOOR PLAN

A1.11 ENLARGED PARTIAL PLANS & DETAILS

A2.01 REFLECTED CEILING PLAN & ROOF PLAN

A4.01 EXTERIOR ELEVATIONS

A5.01 BUILDING SECTIONS

A5.11 WALL SECTIONS

A5.21 SECTION DETAILS

A6.01 DOOR SCHEDULE, LEGEND, & NOTES

A8.01 FINISH LEGEND & SCHEDULE

A8.02 FINISH PLAN & FURNITURE PLAN

4.0 STRUCTURAL

S0.01 GENERAL NOTES & SCHEDULES

S0.02 CONCRETE GENERAL NOTES & SCHEDULES

S0.03 STEEL AND WOOD GENERAL NOTES & SCHEDULES

S0.04 CONCRETE MASONRY GENERAL NOTES, SCHEDULES & DETAILS

S1.01 FOUNDATION PLAN

S2.01 ROOF FRAMING PLAN

S3.01 FOUNDATION DETAILS

S3.11 SLAB ON GROUND DETAILS

S6.11 WOOD ROOF FRAMING DETAILS

S6.21 WOOD SHEAR WALL AND DIAPHRAGM DETAILS

S6.31 UPLIFT & SHEAR WALL DETAILS

A B B R E V I A T I O N S

A N N O T A T I O N S Y M B O L S & T A G S

V I C I N I T Y M A P

TRUE

NORTH

L O C A T I O N M A P

TRUE

NORTH

PROJECT SITE PROJECT SITE

DRAWING INDEX

DWG. NO. DRAWING NAME

5.0 MECHANICAL

M1-01 HVAC FLOOR PLAN

M1-02 HVAC SCHEDULES & DETAILS

M1-03 HVAC DETAILS

M1-04 HVAC SPECIFICATIONS

6.0 PLUMBING

P0-01 PLUMBING LEGEND & SCHEDULES

P1-01 PLUMBING DEMOLITION PLAN

P2-01 LEVEL 1 - S,W&V PLAN

P3-01 LEVEL 1 - H&CW PLAN

P4-01 PLUMBING DETAILS

P5-01 WASTE RISER DIAGRAM

P5-02 WATER RISER DIAGRAM

P6-00 PLUMBING SPECIFICATIONS

7.0 KITCHEN

QF100 FOOD SERVICE COVER SHEET

QF101 FOOD SERVICE EQUIPMENT PLAN AND SCHEDULE

QF102 FOOD SERVICE EQUIPMENT MECHANICAL SPOT CONNECTION PLAN

QF103 FOOD SERVICE EQUIPMENT ELECTRICAL SPOT CONNECTION PLAN

QF104 FOOD SERVICE EQUIPMENT SPECIAL CONDITIONS PLAN

QF105 FOOD SERVICE EQUIPMENT UTILITY LOAD SCHEDULE

QF106 FOOD SERVICE EQUIPMENT UTILITY LOAD SCHEDULE

QF107 FOOD SERVICE EQUIPMENT ELEVATIONS

QF201 FOOD SERVICE WALK-IN REFRIGERATION DRAWING

8.0 ELECTRICAL

GE0.01 ELECTRICAL LEGEND AND NOTES

GE0.02 ELECTRICAL NOTES & ABBREVIATIONS

GE0.03 ELECTRICAL SPECIFICATIONS

E0.01 ELECTRICAL SITE PLAN

ED1.01 ELECTRICAL DEMOLITION PLAN

E1.01 POWER PLAN & LIGHTING PLAN

E1.02 AUXILIARY & MECHANICAL POWER PLAN

E1.03 KITCHEN POWER PLAN

E2.01 ELECTRICAL DETAILS

E2.02 ELECTRICAL DETAILS

E2.03 ELECTRICAL DETAILS

E2.04 ELECTRICAL DETAILS

E3.01 POWER RISER DIAGRAM DETAILS & SCHEDULES

E4.01 PANEL SCHEDULES

1.01. COMPLETE CONTRACT DOCUMENTS: COMPLETE DRAWINGS, SPECIFICATIONS, ADDENDA, AND

CLARIFICATIONS ISSUED BY FIELD ORDER OR SIMILAR INSTRUMENTS CONSTITUTE THE CONTRACT DOCUMENTS AND SHALL REMAIN INTACT. GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS

INCLUDED, OR REASONABLY INFERRED THEREIN. CONSTRUCTION MANAGER OR GENERAL CONTRACTOR (AS APPLICABLE) MUST NOT ISSUE PARTIAL SETS OR OTHERWISE CAUSE INCOMPLETE CONTRACT INFORMATION TO BE

PROVIDED TO PARTIES TO THE CONTRACT, INCLUDING ASSOCIATED SUB-CONTRACTORS, OR SUB-SUB-CONTRACTORS.

1.02. MULTI-TRADE COORDINATION: ALL WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES TO

AVOID INTERFERENCES AND CONFLICTS. NO ALLOWANCES WILL BE MADE FOR CONTRACTOR'S FAILURE TO COORDINATE BETWEEN MULTIPLE DISCIPLINES, SYSTEMS OR EQUIPMENT. UNCOORDINATED WORK THAT RESULTS IN

THE INEFFICIENT USE OF AVAILABLE SPACE AND/OR ENCROACHES ON THE WORK OF OTHER TRADES WILL BE SUBJECT

TO REJECTION AND RE-INSTALLATION.

1.03. VERIFICATION: GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, CONSTRUCTION, MATERIALS, METHODS OF CONSTRUCTION, GRADES AND ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS WITHIN THE DOCUMENTS PRIOR TO BID, CONSTRUCTION, AND/OR INSTALLATION OF ASSOCIATED

WORK. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE THAT THE EXISTING CONDITIONS ARE CONSISTENT WITH THOSE OF THE CONTRACT DOCUMENTS. ANY CHANGE ORDER REQUEST ASSOCIATED WITH AN IDENTIFIABLE

EXISTING CONDITION, WHETHER IN CONFLICT OR COMPLIANCE WITH THE CONTRACT DOCUMENTS, WILL NOT BE ACCEPTED. THIS PROVISION SHALL NOT APPLY TO WORK PERFORMED UNDER UNIT PRICE OR ALLOWANCE FEE

STRUCTURES.

1.04. DISCREPANCIES: GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT PROMPTLY UPON IDENTIFICATION OF ANY DISCREPANCIES OR CONFLICTS IN THE CONTRACT DOCUMENTS, WITH THE OBJECTIVE OF RESOLVING THE

CONFLICT OR DISCREPANCY IN A TIMELY MANNER AND PRIOR TO ANY IMPACT TO CONTRACT TIME OR CONTRACT COST.

GENERAL CONTRACTOR SHALL INCLUDE THE MORE EXPENSIVE, COMPLEX, AND TIME CONSUMING COMPONENTS OF ANY

DISCREPANCIES IN THE BASE BID PRICE. FAILURE TO NOTIFY THE ARCHITECT PROMPTLY OF A KNOWN DISCREPANCY CONSTITUTES ACCEPTANCE OF FULL RESPONSIBILITY FOR THE ASSOCIATED COST AND SCHEDULE IMPACT.

1.05. DRAWING SCALE: REPROGRAPHIC TECHNIQUES MAY RENDER DRAWINGS DIFFERENTLY THAN THE INTENDED

PRINTED SCALE. THEREFORE, DO NOT RELY UPON THE SCALE OF ANY PRINTED DRAWINGS. CONTACT THE ARCHITECT FOR REQUIRED DIMENSIONS THAT ARE NOT PROVIDED CLEARLY IN NUMERIC FORM HEREIN. FAILURE TO REQUEST

CRITICAL DIMENSIONAL INFORMATION FROM THE ARCHITECT MAY RESULT IN THE REJECTION OF INSTALLED WORK.

1.06. DIMENSIONAL STANDARDS: STANDARD DIMENSION CONVENTIONS UTILIZED HEREIN CALL FOR DIMENSIONS TO FACE OF STUD (MASONRY) OF FINISHED PARTITION, FACE OF FINISH, OR CENTERLINE OF COLUMN LINE OR OTHER

REFERENCE LINE, UNLESS OTHERWISE NOTED OR GRAPHICALLY ILLUSTRATED. DIMENSIONS NOTED AS “CLEAR”, “MIN”, OR “MAX” SHALL BE STRICTLY ENFORCED.

1.07. {PM SOFTWARE}

1.08. PERMITTING: THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY AND REQUIRED

PERMITS AND APPROVALS FROM JURISDICTIONAL AUTHORITIES, PRIOR TO COMMENCING THE WORK. THIS REQUIREMENT SHALL APPLY TO ON-SITE AND OFF-SITE WORK REQUIRED BY THE CONTRACT DOCUMENTS.

1.09. CODE COMPLIANCE: THE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE LAWS, CODES, AND ORDINANCE. THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL PERFORM THEIR WORK IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES, LAWS, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR

AND ALL SUB-CONTRACTORS SHALL CAREFULLY READ AND FAMILIARIZE THEMSELVES WITH THE CODE COMPLIANCE

DATA INCLUDED IN THE DRAWINGS AND SPECIFICATIONS.

1.10. NON-COMBUSTIBLE CONSTRUCTION TYPES: THE PROPOSED BUILDING STRUCTURE IS NON-COMBUSTIBLE

IN ACCORDANCE WITH APPLICABLE CODES, AND THEREFORE REQUIRES NON-COMBUSTIBLE CONSTRUCTION TECHNIQUES. ALL NEW CONSTRUCTION SHALL BE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS, INCLUDING WOOD

BLOCKING, FURRING, FRAMING, SHEATHING, BACK-BOARDS, AND RELATED WORK. FIRE RETARDANT TREATED [FRT] IS PERMITTED WHERE ALLOWED BY CODE. SEE CODE COMPLIANCE DRAWINGS FOR DETAILED INFORMATION AND

REQUIREMENTS.

1.11. TEMPORARY GUARDS: THE GENERAL CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY GUARDS AT ALL SLAB EDGES, PIT EDGES, ELEVATED PLATFORM EDGES, AND SIMILAR CONDITIONS WHERE REQUIRED BY OSHA, ANY

APPLICABLE CODE OR ORDINANCE, AND AT MINIMUM ALL CHANGES IN ELEVATION IN EXCESS OF THIRTY INCHES (30”) INCLUDING BOTH SIDES OF STAIRS AND LADDERS. TEMPORARY GUARDS MUST BE MAINTAINED UNTIL THE PERMANENT

GUARDS ARE INSTALLED.

1.12. LIFE-SAFETY MEASURES DURING CONSTRUCTION: THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS REQUIRED BY OSHA, CODE, AND OTHER APPLICABLE REGULATORY AUTHORITIES.

1.13. MEANS OF EGRESS: THE GENERAL CONTRACTOR SHALL MAINTAIN CLEAR AND UNOBSTRUCTED MEANS OF

EGRESS AT ALL TIMES DURING CONSTRUCTION, WITHOUT EXCEPTION.

1.14. CONSTRUCTION LOADS: THE GENERAL CONTRACTOR SHALL NEVER LOAD NEW OR EXISTING CONSTRUCTION BEYOND ITS DESIGN CAPACITY WITH STORED MATERIAL, CONSTRUCTION EQUIPMENT, TEMPORARY

LOADS ASSOCIATED WITH MATERIAL MOVEMENT, HOISTING, STORAGE, OR SIMILAR CONDITIONS.

1.15. GENERAL CLEAN-UP: THE GENERAL CONTRACTOR SHALL INCLUDE ONGOING CLEAN-UP OF THE PROPERTY AND BUILDING, INCLUDING REMOVAL OF TRASH AND WASTE MATERIALS, ON A REGULAR BASIS DURING

CONSTRUCTION. RECYCLING OF CONSTRUCTION WASTE IS ENCOURAGED.

1.16. OWNER FURNISHED EQUIPMENT: LOOSE FURNISHINGS, WORKSTATIONS, OFFICE EQUIPMENT, COPIERS, VENDING MACHINES, KITCHEN EQUIPMENT, AND SIMILAR ITEMS THAT ARE BOTH LABELED “OWNER FURNISHED” OR

“OF/OI”, AND SHOWN DASHED OR IN GRAY-TONE SHALL BE CONSIDERED OWNER-FURNISHED EQUIPMENT. OWNER- FURNISHED EQUIPMENT IS SHOWN FOR THE GENERAL CONTRACTOR’S KNOWLEDGE AND UNDERSTANDING TO

FACILITATE COORDINATION WITH THE OWNER’S WORK. THE GENERAL CONTRACTOR SHALL CAREFULLY REVIEW THE SCOPE OF WORK, AND REQUEST CLARIFICATION FROM THE ARCHITECT IN THE EVENT OF ANY UNCERTAINTY ABOUT THE

DEFINITION OF OWNER FURNISHED WORK.

1.17. TEMPORARY BRACING: PRIOR TO REMOVAL OF ANY EXISTING STRUCTURAL ELEMENTS, THE GENERAL CONTRACTOR SHALL TEMPORARILY SHORE AND/OR BRACE EXISTING CONSTRUCTION TO REMAIN AS REQUIRED TO

SUPPORT EXISTING LOADS AND/OR LOADS IMPOSED DURING CONSTRUCTION. FURTHER, THE GENERAL CONTRACTOR SHALL DESIGN, INSTALL AND MAINTAIN ANY TEMPORARY BRACING OR SUPPORT FRAMING REQUIRED TO SUPPORT NEW

CONSTRUCTION COMPONENTS WHICH ARE NOT FULLY SECURED IN A COMPLETE STRUCTURAL ASSEMBLY, OR ARE OTHERWISE SUBJECTED TO LOADS IN EXCESS OF THE POST-CONSTRUCTION LOADS FOR WHICH THE ELEMENT IS

DESIGNED.

2.01. POSITIVE DRAINAGE AT BUILDING: SLOPE EXTERIOR GRADE AWAY FROM THE BUILDING IN ACCORDANCE

WITH THE INTERNATIONAL BUILDING CODE.

2.02. SITE PAVING EXPANSION AND CONTROL JOINTS: WHETHER SPECIFICALLY INDICATED OR NOT, PROVIDE CONTROL JOINTS IN ALL SITE CONCRETE PAVING FOR PEDESTRIAN TRAFFIC AT AN INTERVAL OF NO MORE THAN FIVE

FEET (5’) EACH WAY. IN ADDITION, PROVIDE CONTROL JOINTS AT NO MORE THAN THIRTY FOOT (30’) INTERVAL, EACH WAY. ALL EXPANSION JOINTS, INCLUDING THOSE BETWEEN HORIZONTAL PAVING AND VERTICAL ABUTMENTS, SHALL RECEIVE SPECIFIED JOINT FILLER, AS SPECIFIED IN SECTION 079000.

9.01. INDOOR ENVIRONMENTAL CONDITIONS: NO INTERIOR SOFT CONSTRUCTION [IE. DRYWALL, CEILINGS, CARPET, MILLWORK, OR SIMILAR WORK THAT IS SUBJECT TO TEMPERATURE AND HUMIDITY INSTABILITY] SHALL COMMENCE, NOR SHALL MATERIALS BE STORED ON SITE, UNTIL STABLE INTERIOR ENVIRONMENTAL CONDITIONS

ACCEPTABLE TO THE PRODUCT MANUFACTURER ARE PROVIDED AND IN PLACE FOR A DURATION SUFFICIENT TO ESTABLISH CONSISTENT AND ACCEPTABLE INDOOR TEMPERATURE AND HUMIDITY LEVELS. FAILURE TO PROVIDE AN INDOOR ENVIRONMENT IN STRICT COMPLIANCE WITH THE PRODUCT MANUFACTURERS PRINTED REQUIREMENTS WILL

SUBJECT THE INSTALLING CONTRACTOR TO FULL RESPONSIBILITY FOR ANY COSTS ASSOCIATED WITH RE-WORK DUE TO MOLD OR MILDEW GROWTH , WARPING, CUPPING, DE-LAMINATION, OR SIMILAR DETERIORATION OF THE STORED OR

INSTALLED CONSTRUCTION.

9.02. FLOOR & WALL TILE: INSTALL FLOOR AND WALL TILE IN ALL SCHEDULED AREAS IN ACCORDANCE WITH

APPLICABLE TILE COUNCIL OF AMERICA (TCNA) METHOD.

9.03. FLOOR FINISH TRANSITIONS: UNLESS OTHERWISE INDICATED, TRANSITION FLOOR FINISHES AT CENTERLINE

OF DOOR IN CLOSED LOCATION. TRANSITION FLOOR MATERIAL UNDER CENTER OF DOORS & WHERE NOTED. PROVIDE

SCHEDULED TRANSITION MATERIALS AT CHANGES IN FLOOR MATERIAL TYPE.

9.04. PARTITIONS: SEE PARTITION NOTES AND SPECIFICATIONS FOR REQUIREMENTS OF PARTITION

CONSTRUCTION.

9.05. EQUIPMENT ACCESS DOORS: THE GENERAL CONTRACTOR SHALL PROVIDE PROPOSED LOCATION OF CEILING ACCESS DOORS TO THE ARCHITECT FOR APPROVAL. ACCESS DOORS SHALL BE PAINTED TO MATCH ADJACENT

FINISH.

9.06. CASEWORK AND MILLWORK ANCHORAGE: COORDINATE INSTALLATION OF IN-WALL STEEL ANCHORAGE, GROUNDS, AND REQUIRED BLOCKING WITH OTHER TRADES FOR PRECISE LOCATION.

9.07. PARTITION COORDINATION WITH OTHER TRADES:

(A) COORDINATE BETWEEN TRADES BEFORE FRAMING PARTITIONS. PARTITION FRAMING SHALL BE LAID OUT SO AS TO PERMIT THE INSTALLATION OF PIPING, CONDUITS, AND DUCTWORK WITH A MINIMUM OF CUTTING BY OTHER TRADES.

(B) EXCEPT FOR PIPING LOCATED IN EQUIPMENT ROOMS, ALL PIPING INSIDE THE BUILDING SHALL BE CONCEALED WITHIN PARTITIONS AND FURRED SPACES. WHERE IT OCCURS THAT PIPING CANNOT BE EASILY CONCEALED, NOTIFY THE

ARCHITECT IN WRITING FOR CLARIFICATION. IN ANY CASE, SUCH PIPING SHALL BE CONCEALED AT NO ADDITIONAL

COST.

(C) COORDINATE WITH OTHER TRADES AND OWNERS' SCHEDULED EQUIPMENT VENDORS FOR SUPPORT REQUIREMENTS OF WALL- MOUNTED AND SUSPENDED ITEMS. SIZE STUD GAUGE AND SPACING MUST BE ABLE TO SUPPORT ANY

ADDITIONAL LOADS IMPOSED BY THESE ITEMS. MAX. DEFLECTION L/360 @ 5 PSF HORIZ. LOAD.

(D) PROVIDE AND INSTALL ALL BLOCKING, STIFFENERS, BRACES, BACK-UP PLATES, AND SUPPORTING BRACKETS AS

REQUIRED FOR THE INSTALLATION OF WALL-MOUNTED OR SUSPENDED MECHANICAL ELECTRICAL, CASEWORK, MILLWORK AND ANY OTHER MISCELLANEOUS EQUIPMENT OR WALL-MOUNTED ACCESSORIES.

(E) ANY ADDITIONAL WORK OR, RE-WORK, AS A RESULT OF A FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL NOT

BE GIVEN CONSIDERATION FOR CHANGE ORDER.

9.08 FIRE-RATED PARTITIONS AND FIRE-RATED SMOKE BARRIER IDENTIFICATION

(A) FIRE-RATED PARTITIONS AND FIRE-RATED SMOKE BARRIERS SHALL BE PERMANENTLY LABELED IN RED STENCILED

LETTERING ABOVE FINISHED CEILING AT 1'-0" ABOVE CEILING.

1. EACH NEW FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION, OR ANY OTHER NEW WALL REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR

STENCILING ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES WITH THE WORDING, "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS", OR SIMILAR LANGUAGE. SUCH SIGNS OR STENCILING SHALL BE IN

4 INCH HIGH LETTERS, I/2 INCH STROKE, AND NOT MORE THAN 15 FEET ON-CENTER.

(B) UNLESS OTHERWISE REQUIRED OTHERWISE BY LOCAL JURISDICTION IDENITIFY RATED PARTITIONS AND WALLS AS

FOLLOWS (G.C. MUST CONFIRM VERBIAGE WITH LOCAL AHJ) :

1-HOUR FIRE BARRIER - PROTECT ALL OPENINGS

1-HOUR FIRE & SMOKE BARRIER - PROTECT ALL OPENINGS

2-HOUR FIRE BARRIER - PROTECT ALL OPENINGS

2-HOUR FIRE & SMOKE BARRIER - PROTECT ALL OPENINGS

3-HOUR FIRE WALL - PROTECT ALL OPENINGS

4-HOUR FIRE WALL - PROTECT ALL OPENINGS

D I V I S I O N 2 - E X I S T I N G C O N D I T I O N SB

D I V I S I O N 3 - C O N C R E T EC

D I V I S I O N 4 - M A S O N R YD

D I V I S I O N 5 - M E T A L SE

D I V I S I O N 6 - W O O D , P L A S T I C S & C O M P O S I T E SF

D I V I S I O N 7 - T H E R M A L & M O I S T U R E P R O T E C T I O NG

D I V I S I O N 8 - O P E N I N G SH

D I V I S I O N 9 - F I N I S H E SI

D I V I S I O N 1 4 - C O N V E Y I N G S Y S T E M SN

D I V I S I O N 2 1 - F I R E S U P P R E S S I O NO

D I V I S I O N 2 2 - P L U M B I N GP

D I V I S I O N 2 3 - H V A CQ

D I V I S I O N 2 6 - E L E C T R I C A LR

D I V I S I O N 1 0 - S P E C I A L T I E SJ

D I V I S I O N 1 2 - F U R N I S H I N G SL

D I V I S I O N 1 1 - E Q U I P M E N TK

D I V I S I O N 1 - G E N E R A L R E Q U I R E M E N T SA

8.01. LABELED FIRE-RATED DOORS AND FRAMES: ALL FIRE DOORS AND FRAMES SHALL BE LABELED BY AN

APPROVED AGENCY PER NFPA 80, AND SHALL BE PERMANENTLY AFFIXED THERETO, AND THE LIFE OF THE LABEL AND THE ATTACHMENT THEREOF CAN REASONABLY BE EXPECTED TO EQUAL THE LIFE OF THE COMPONENT TO WHICH IT IS ATTACHED. LABELS MUST BE PROVIDED BY A MANUFACTURER THAT HAS BEEN APPROVED BY A LABORATORY OR

ORGANIZATION TO PROVIDE TESTING AND FOLLOW-UP SERVICES FOR FIRE-RATED OPENING ASSEMBLIES. ALL LABELS SHALL INCLUDE THE FIRE RESISTANCE RATING IN HOURS AND/OR MINUTES. LABELS ON FRAMES WITH TRANSOMS

AND/OR SIDELIGHTS MUST IDENTIFY THAT THE OPENING ASSEMBLY INCLUDES SAME.

(A) LABELS SHALL BE RAISED OR EMBOSSED ON METAL LABELS.

(B) PLASTIC OR PAPER LABELS ARE UNACCEPTABLE.

1. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL REQUIRE PAINTER TO REIMBURSE OWNER FOR

COSTS OF RE-LABELING RATED DOORS AND FRAMES.

8.02 FIRE-RATED CERAMIC GLAZING: AT FIRE-RATED DOORS, SIDELITES, AND TRANSOMS, PROVIDE FIRE-

RATED CERAMIC GLAZING AT ANY VISION PANEL THAT EXCEEDS THE MAXIMUM ALLOWABLE GLASS SIZE PER IBC TABLE

716.5 (IBC 2015) or 716.1(2) (IBC 2018) AS APPLICABLE. SEE SPECIFICATION SECTION 08 8000 GLAZING FOR

CERAMIC GLAZING.

8.03. TEMPERED GLASS: PROVIDE TEMPERED SAFETY GLASS EVERYWHERE REQUIRED BY APPLICABLE CODE, INCLUDING ANY GLASS IN DOORS, OPERABLE WINDOWS, ADJACENT TO DOORS OR OPERABLE WINDOWS, WITHIN 36”

OF THE ADJACENT FLOOR OR GRADE LEVEL, OR OTHERWISE WHERE REQUIRED BY CODE.

8.04. BLOCKING: FURNISH AND INSTALL BLOCKING IN METAL STUD FRAMED WALLS AND PARTITIONS THAT ARE SCHEDULED TO RECEIVE DOOR BUMPERS/ STOPS, MAGNETIC LOCK DEVICES, AND SIMILAR DOOR RELATED DEVICES

THAT WILL SUBJECT THE PARTITION TO DOOR MOVEMENT LOADS AND IMPACT.

8.05. HOLLOW METAL FRAMES: COORDINATE THE THROAT DEPTH OF ALL HOLLOW METAL FRAMES WITH THE

DEPTH OF THE PARTITION SCHEDULED TO RECEIVE THE DOOR OR WINDOW FRAME.

7.01. GENERAL SEALANTS: CONTINUOUSLY SEAL PERIMETER OF ALL DOOR AND WINDOW FRAMES, MILLWORK AND CASEWORK, TRIM, CABINETS, AND SIMILAR FIXED CONSTRUCTION WITH PAINTABLE, SILICONIZED LATEX SEALANT. ALL VERTICAL SURFACE CONTROL AND EXPANSION JOINTS AT MASONRY WALLS SHALL BE

CONTINUOUSLY SEALED, BOTH SIDES OF JOINT.

7.02. SLOPE TO DRAIN: ALL ROOF SURFACES SHALL BE SLOPED TO DRAIN, WITH MINIMUM PITCH OF ¼”

PER LINEAR FOOT. PROVIDE TAPERED INSULATION, CRICKETS AS NECESSARY TO ASSURE THE MINIMUM SLOPE IS

ACHIEVED.

7.03. WALK-PADS: FURNISH AND INSTALL COMPATIBLE ROOF WALK-PADS AT ALL MEMBRANE ROOF

SURFACES THAT ARE TRAVELED TO ACCESS SERVICEABLE ROOFTOP EQUIPMENT SUCH AS HVAC UNITS, FANS, ELECTRICAL EQUIPMENT, AND SIMILAR EQUIPMENT REQUIRING SERVICE ACCESS.

7.04. EXPANSION JOINTS COVERS: ALL BUILDING EXPANSION JOINTS EXPOSED TO VIEW IN FLOOR, PARTITION, AND/ OR CEILING ASSEMBLIES SHALL RECEIVE COLOR-COORDINATED PRE-FABRICATED EXPANSION JOINT COVER ASSEMBLY DESIGNED TO ALLOW THE REQUIRED MOVEMENT, AND TO PROVIDE UL APPROVED FIRE

RATED ASSEMBLY WHERE REQUIRED.

6.01. WOOD IN CONTACT WITH CONCRETE/ MASONRY: ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY CONSTRUCTION SHALL BE PRESSURE TREATED [PT] UNLESS OTHERWISE NOTED TO BE FIRE RETARDANT

TREATED [FRT].

6.02. FIELD VERIFICATION: THE CASEWORK OR MILLWORK CONTRACTOR SHALL OBTAIN AND VERIFY ALL FIELD MEASUREMENTS AND CONDITIONS AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR ALL DETAILS AND

DIMENSIONS ASSURING PRECISION AND PROPER ASSEMBLY OF HIS PRODUCTS.

6.03. MILLWORK BASE: PROVIDE FINISHED BASE TO MATCH MATERIAL AND FINISH OF ADJACENT SCHEDULED WALL BASE, AT TOE-KICK AT ALL EXPOSED FRONT, SIDE, AND REAR FACES OF MILLWORK OR CASEWORK.

6.04. MILLWORK SPLASH: PROVIDE BACKSPLASH AT ALL COUNTERTOPS UNLESS OTHERWISE INDICATED ON

PLAN. PROVIDE SIDESPLASH OF SAME MATERIAL, DIMENSION, AND FINISH EVERYWHERE A COUNTERTOP BACKSPLASH ABUTS A VERTICAL WALL SURFACE AT ONE OR MORE OF ITS SIDES UNLESS OTHERWISE INDICATED ON

PLAN.

5.01. EMBEDDED STEEL: ALL MISCELLANEOUS STEEL ITEMS INCLUDING STEEL EDGE ANGLES, EMBEDDED

PLATE, AND SIMILAR WORK SHALL BE HOT-DIPPED GALVANIZED. THIS PROVISION DOES NOT APPLY TO

REINFORCING STEEL, WHICH SHALL COMPLY WITH SPECIFICATION DIVISION 033000.

4.01. SEAL VENEER ANCHORS: ALL EXTERIOR VENEER SYSTEM ANCHORS SHALL BE SET IN FULL, FRESH BED OF TROWEL GRADE AIR/MOISTURE BARRIER COATING, OR DOW 795 OR EQUIVALENT AT THE PLANE OF THE AIR/

MOISTURE BARRIER.

3.01. SLAB-ON-GRADE: SEE SPECIFICATION SECTION 033000 FOR DETAILED REQUIREMENTS OF SLAB-ON-

GRADE CONSTRUCTION, INCLUDING REQUIREMENTS FOR REINFORCING, CONCRETE ADMIXTURES, VAPOR BARRIER, AND SURFACE TREATMENTS [IF ANY]. ALL SLAB-ON-GRADE CONSTRUCTION SHALL BE INSTALLED OVER MINIMUM

FOUR INCH (4”) THICK COMPACTED POROUS DRAINAGE LAYER UNLESS NOTED OTHERWISE.

3.02. SLAB EXPANSION AND CONTROL JOINTS: SEE STRUCTURAL DRAWINGS FOR REQUIRED SLAB

EXPANSION AND CONTROL JOINTS. ALL EXPANSION JOINTS AND CONTROL JOINTS IN FLOOR SLABS, AND BETWEEN FLOOR SLABS AND VERTICAL ABUTMENTS SHALL RECEIVE TRAFFIC BEARING SEALANT JOINT MATERIAL.

3.03. CORE DRILLING - FLOOR SLABS: THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING

OF THE LOCATION AND DIMENSION OF ANY PROPOSED CORES THROUGH STRUCTURAL FLOOR SLABS, PRIOR TO COMMENCING CORING ACTIVITIES. CORE DRILLING IS STRICTLY PROHIBITED (SLEEVES ONLY) IN ANY POST-

TENSIONED STRUCTURED FLOOR SLAB ASSEMBLIES.

3.04. FLOOR LOADING DURING CONSTRUCTION: NO LOADS EXCEEDING THE SPECIFIED FLOOR LIVE LOAD INCLUDING CONSTRUCTION EQUIPMENT OR LIFTS SHALL BE PLACED ON THE ELEVATED SLABS WITHOUT REVIEW AND

APPROVAL OF THE STRUCTURAL ENGINEER. ANY REQUESTS SHALL BE MADE IN WRITING BY THE GENERAL CONTRACTOR INCLUDING CUT SHEETS AND PROPOSED LOADING CRITERIA. DO NOT PROCEED UNTIL WRITTEN

AUTHORIZATION FROM THE STRUCTURAL ENGINEER HAS BEEN PROVIDED.

12.01. CASEWORK BASE: PROVIDE FINISHED BASE TO MATCH MATERIAL & FINISH OF ADJACENT WALL BASE, AT TOE

KICK, AT ALL EXPOSED FRONT, SIDE, & REAR FACES OF CASEWORK.

12.02. CASEWORK SPLASH: PROVIDE BACKSPLASH AT ALL COUNTERTOPS UNLESS OTHERWISE INDICATED ON PLAN.

PROVIDE SIDESPLASH OF SAME MATERIAL, DIMENSION, AND FINISH EVERYWHERE A COUNTERTOP BACKSPLASH ABUTS A VERTICAL WALL SURFACE AT ONE OR MORE OF ITS SIDES UNLESS OTHERWISE INDICATED ON PLAN.

26.01. MEP DEVICE/ FIXTURE COORDINATION: COORDINATE LOCATIONS FOR DIFFUSERS, AND RETURN AIR GRILLES

TO THE GREATEST EXTENT POSSIBLE IN ORDER TO MAINTAIN LIGHTING LAYOUT INDICATED IN THE DRAWINGS. MEP&FP CONTRACTORS SHALL COORDINATE WORK WITH OTHER DISCIPLINES PRIOR TO INSTALLATION. ALL ELECTRICAL ITEMS

INDICATED IN OR ON CABINETRY OR MILLWORK SHALL BE SUPPLIED, INSTALLED AND COORDINATED BY THE

ELECTRICAL CONTRACTOR, UNLESS OTHERWISE NOTED.

26.02. CENTER CEILING DEVICES: CENTER LIGHTS, SUPPLY DIFFUSERS, RETURN GRILLES, SPRINKLER HEADS, ETC.

IN CEILING PANELS IF NOT OTHERWISE INDICATED.

26.03. ELECTRICAL BOXES IN RATED PARTITIONS: WHERE ELECTRICAL BOXED ARE INSTALLED IN FIRE-RATED METAL STUD PARTITIONS, INSTALL BOXES NO LARGER THAN SIXTEEN SQUARE INCHES (16 SI) IN AREA, AND DO NOT EXCEED

ONE-HUNDRED SQUARE INCHES (100 SI) OF METALLIC BOX PER ONE-HUNDRED SQUARE FEET (100 SF) OF FIRE- RATED WALL AREA. WHERE ELECTRICAL REQUIREMENTS DICTATE A HIGHER RATION, TREAT THE ELECTRICAL BOXES

WITH CODE APPROVED METHOD TO ASSURE CONTINUOUS RATING. FURTHER, DO NOT INSTALL ELECTRICAL BOXES

BACK-TO-BACK IN THE SAME STUD CAVITY WITHOUT APPROVED FIRE-RATED TREATMENT.

26.04. ELECTRICAL DEVICES IN OR NEAR MILLWORK: CAREFULLY LOCATE ELECTRICAL BOXES FOR DEVICES IN OR

NEAR MILLWORK AND/OR CASEWORK TO ASSURE COORDINATED INSTALLATION. LOCATE ELECTRICAL DEVICES ABOVE COUNTERTOP SUCH THAT THE DEVICE COVER PLATE WILL NOT INTERFERE WITH SCHEDULED BACKSPLASH OR

SIDESPLASH.

23.01. MEP DEVICE/ FIXTURE COORDINATION: COORDINATE LOCATIONS FOR DIFFUSERS, AND RETURN AIR GRILLES TO THE GREATEST EXTENT POSSIBLE IN ORDER TO MAINTAIN LIGHTING LAYOUT INDICATED IN THE DRAWINGS. MEP&FP

CONTRACTORS SHALL COORDINATE WORK WITH OTHER TRADES PRIOR TO INSTALLATION.

22.01. CONCEALED PIPING: ALL PIPING, DUCTWORK, ELECTRICAL RACEWAYS & CONDUITS SHALL BE CONCEALED IN THE BUILDING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL INCLUDE, IN THE BASE BID, REQUIRED FURRING TO

CONCEAL THESE SYSTEMS WHETHER OR NOT THE FRAMING AND FURRING IS ILLUSTRATED IN THE DRAWINGS.

22.02. SECURE PIPING: TIE ALL PIPING "HARD" TO STRUCTURE.

22.03. GAS PIPING EXPOSED ON ROOF: WHERE GAS PIPING IS EXPOSED ON THE ROOF, PAINT GAS PIPING

"YELLOW".

22.04. PLUMBING FIXTURES: CAREFULLY REVIEW THE DIMENSIONAL STANDARDS FOR INSTALLED PLUMBING

FIXTURES, AND PLAN THE WORK TO ASSURE FULL COMPLIANCE OF CODE REQUIRED FIXTURE CLEARANCES.

21.01. FIRE PROTECTION SYSTEMS: WHERE REQUIRED, INSTALL FIRE PROTECTION SYSTEMS IN STRICT ACCORDANCE

WITH APPLICABLE CODES AND ORDINANCES, INCLUDING NFPA. ALL EQUIPMENT UTILIZED IN THE FIRE PROTECTION

SYSTEM SHALL BE LISTED BY UNDERWRITER'S LABORATORIES [UL].

21.02. FIRE PROTECTION SYSTEM DESIGN: WHERE DESIGN OF THE FIRE PROTECTION SYSTEM IS THE RESPONSIBILITY

OF THE CONTRACTOR AS REQUIRED BY A PERFORMANCE SPECIFICATION, THE SYSTEM DESIGN SHALL BE SUPERVISED BY AN INDIVIDUAL WHO IS A REGISTERED FIRE PROTECTION ENGINEER AND/OR IS CERTIFIED AT LEVEL III OR HIGHER IN

FIRE PROTECTION ENGINEERING TECHNOLOGY AUTOMATIC SPRINKLER SYSTEM LAYOUT BY THE NATIONAL INSTITUTE

FOR CERTIFICATION IN ENGINEERING TECHNOLOGY (NICET).

21.03. FIRE PROTECTION PIPING: SPRINKLER PIPING SHALL BE UNENCUMBERED BY THE WORK OF ANY OTHER TRADE

THROUGHOUT THE ENTIRE BUILDING. UNDER NO CIRCUMSTANCES SHALL ANYTHING BE SUPPORTED BY, DRAPED OVER, TIED-OFF TO, OR SUSPENDED BY, SPRINKLER PIPING. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO

CONTINUOUSLY MONITOR ONGOING WORK IN THE VICINITY OF SPRINKLER PIPING AND SHALL DIRECT ANY OTHER CONTRACTOR OR TRADESMAN TO IMMEDIATELY REMOVE AND RE-INSTALL ANY ITEM NOT IN COMPLIANCE WITH THIS

REQUIREMENT.

11.01. EQUIPMENT GENERAL: FOR EQUIPMENT OR SYSTEMS INSTALLED UNDER SEPARATE CONTRACT, GENERAL CONTRACTOR SHALL COOPERATE FULLY WITH SEPARATE CONTRACTORS SO WORK ON THOSE CONTRACTS MAY BE

CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH OR DELAYING WORK UNDER THIS CONTRACT OR OTHER CONTRACTS. COORDINATE THE WORK OF THIS CONTRACT WITH WORK PERFORMED UNDER SEPARATE CONTRACTS.

WORK TO BE PERFORMED UNDER SEPARATE CONTRACT IS AS ITEMIZED UNDER SPECIFICATION SECTION 01 1000 -

"SUMMARY"; PARA. "1.07 WORK UNDER SEPARATE CONTRACTS".

10.01. SPECIALTIES GENERAL: WHEN APPLICABLE TO THE PROJECT, OWNER WILL AWARD AND WILL ASSIGN TO THE GENERAL CONTRACTOR THE CONTRACT FOR CERTAIN SPECIALTY ITEMS. CONTRACTOR SHALL BE RESPONSIBLE FOR

PROCURING, SCHEDULING, AND COORDINATING THE INSTALLATION OF WORK INSTALLED UNDER THESE CONTRACTS. THE COST OF ASSIGNED CONTRACTS SHALL BE INCLUDED AS PART OF THE WORK OF THIS CONTRACT. SEE SPECIFICATION

SECTION 01 1000 - "SUMMARY""; PARA. "1.07 WORK UNDER SEPARATE CONTRACTS"

10.02. SPECIALTY CONTRACTS: THE FOLLOWING SPECIALTY CONTRACTS WILL BE ASSIGNED TO THE GENERAL

CONTRACTOR:

(A) INTERIOR AND EXTERIOR SIGNAGE PACKAGE.

(B) ROLLER WINDOW SHADE AND CUBICLE CURTAIN PACKAGE.

D I V I S I O N 1 3 - S P E C I A L C O N S T R U C T I O N M

G E N E R A L N O T E S THE GENERAL NOTES BELOW ARE INTENDED TO COMPLEMENT, RATHER THAN REPLACE, REQUIREMENTS PUT FORTH BY THE PROJECT SPECIFICATIONS. SHOULD A DISCREPANCY BE FOUND BETWEEN THESE GENERAL NOTES AND THE

PROJECT SPECIFICATIONS THE GC SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING.

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TA33

TA36

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ACCESSIBLE URINAL STALL

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A C C E S S I B L E P L U M B I N G L A Y O U T S - A D A A G / A N S I

NOTES:

1. LOCATE FLUSH ACTIVATION ON WIDE SIDE AT ALL TOILETS - LOCATE FLUSH VALVE

BENEATH ADJACENT GRAB BARS.

2. SANITARY NAPKIN DISPOSALS TO BE PROVIDED AT ALL FEMALE, UNISEX, & FAMILY TOILETS

ACCESSIBLE TOILET STALL OR COMPARTMENT LAYOUTS OTHER STALL OR COMPARTMENT LAYOUTSACCESSIBLE LAVATORIES ACCESSIBLE WATERCOOLER

TOILET ACCESSORIES SCHEDULE

TAG DESCRIPTION OFCI/CFCI

TA01 DOUBLE TOILET TISSUE DISPENSER CFCI

TA14 COMBO TOWEL DISPENSER/WASTE RECEPTACLE

(SEMI-RECESSED, FOLDED)

CFCI

TA18 STERIS SDS SOAP DISPENSER, SURFACE-MOUNT, MANUAL

(LIQUID TYPE)

CFCI

TA23 18" VERTICAL GRAB BAR CFCI

TA24 36" HORIZONTAL GRAB BAR CFCI

TA25 42" HORIZONTAL GRAB BAR CFCI

TA27 MIRROR - STAINLESS STEEL, 24X36 INCHES CFCI

TA29 SANITARY NAPKIN RECEPTACLE CFCI

TA37 SEAT COVER DISPENSER, SURFACE-MOUNT CFCI

TA55 BABY CHANGING STATION CFCI

TA60 JANITORIAL SHELF CFCI

U.L. #

STC

--DRAWING MARK DESCRIPTION

0G1 0 HR. - GYPSUM - 1 SIDED

FLOOR SLAB

STRUCTURE ABOVE

TRUSS, JOIST, OR STEEL DECKING AS INDICATED)

3.1

1.5

2.1

1.1

3.6

3.5

3.10

1.7

0G2 0 HR. - GYPSUM - 2 SIDED

U.L. #

STC

N/A

52DRAWING MARK DESCRIPTION

FLOOR SLAB

0G2L 0 HR. - GYPSUM - 2 SIDED - LEAD LINED

STRUCTURE ABOVE

TRUSS, JOIST, OR STEEL DECKING AS INDICATED)

3.1

3.3

1.5

2.1

1.1

3.6

3.10

2.1

2.4

@ 0G2L ONLY

1.7

3.6

0G2X 0 HR. - GYPSUM - 2 SIDED - XTRA LAYER

GYP ONE SIDE

4.1

@ 0GX ONLY

U.L. #

STC

U905

50DRAWING MARK DESCRIPTION

0M 0 HR. - CMU

1 HR. - CMU

FLOOR SLAB

1.10

3.5

3.81.4

STRUCTURE ABOVE

TRUSS, JOIST, OR STEEL DECKING AS INDICATED)

2M 2 HR. - CMU 2M ONLY

U.L. #

STC

U905

51DRAWING MARK DESCRIPTION

1MG

0MG 0 HR. - CMU - GYPSUM FURRED

2 HR. - CMU - GYPSUM FURRED

FLOOR SLAB

1.10

3.5

3.81.4

3.6

2.1

1.11

STRUCTURE ABOVE

TRUSS, JOIST, OR STEEL DECKING AS INDICATED)

2MG

1 HR. - CMU - GYPSUM FURRED

G E N E R A L N O T E S - P A R T I T I O N S

5. ACOUSTICAL SEALANT

A. AT ALL GYP BOARD AND METAL STUD PARTITIONS: REQUIRED AT

BOTTOM AND TOP RUNNERS AND AT WALL ANGLES WHERE DISSIMILAR

MATERIALS MEET (SEE DETAILS).

B. AT SCHEDULED ACOUSTIC PARTITIONS: AIRTIGHT SEAL IS REQUIRED

AT ALL PENETRATIONS.

C. ELECTRICAL AND OTHER BOXES TO BE WRAP-SEALED (SEE DETAILS).

6. PARTITION COORDINATION WITH OTHER TRADES

A. GENERAL CONTRACTOR AND SUBCONTRACTORS MUST COMPLY WITH

GENERAL NOTE 9.07, PARTITION COORDINATION WITH OTHER TRADES

ON DRAWING G1.02, GENERAL NOTES.

1. UL LISTED ASSEMBLIES

A. WHERE UL ASSEMBLY NUMBERS ARE REFERENCED ABOVE, PARTITIONS SHALL

BE CONSTRUCTED IN STRICT COMPLIANCE WITH REQUIREMENTS SET FORTH BY THE

UL FIRE RESISTANCE DIRECTORY. SEE UL ASSEMBLY DRAWINGS (BEGINNING WITH

DRAWING G1.23) FOR DETAILED UL ASSEMBLY REQUIREMENTS. NO DEVIATION

SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT.

2. FIRE BARRIERS, FIRE PARTITIONS, & SMOKE BARRIERS [FIRE-RATED]

A. ALL PERIMETER JOINTS MUST BE PROTECTED BY UL LISTED FIRE-RESISTANT

JOINT SYSTEMS.

B. ALL PENETRATIONS OF RATED ASSEMBLIES MUST BE PROTECTED BY UL LISTED

THROUGH-PENETRATION FIRESTOPPING ASSEMBLIES.

C. FIRE DAMPERS MUST PROTECT HVAC DUCT PENETRATIONS.

D. IDENTIFY FIRE WALLS, SMOKE BARRIERS, ETC., IN ACCESSIBLE CONCEALED

FLOOR, FLOOR-CEILING OR ATTIC SPACES, WITH STENCILED LETTERING IN

COMPLIANCE WITH GENERAL NOTE 9.08 FIRE-RATED PARTITIONS AND FIRE-RATED

SMOKE BARRIER IDENTIFICATION ON DRAWING G1.02, GENERAL NOTES.

3. SMOKE PARTITIONS [NON-RATED]

A. ALL SMOKE PARTITIONS SHALL BE CONSTRUCTED SO AS TO RESIST THE PASSAGE

OF SMOKE AND SHALL MEET THE CONTINUITY REQUIREMENTS DEFINED BY IBC 710.4

B. ALL PERIMETER JOINTS MUST BE SEALED WITH AIRTIGHT SEALANT APPLICATION.

C. ALL PIPING, ELECTRICAL, AND DUCT PENETRATIONS MUST BE SEALED WITH

AIRTIGHT SEALANT APPLICATION.

4. SOUND INSULATION

A. INSULATION THICKNESS SHALL MATCH CAVITY DEPTH UNLESS NOTED OTHERWISE.

B. INSULATE BEHIND RECESSED ITEMS IN ANY SCHEDULED ACOUSTIC PARTITIONS.

1. GENERAL NOTE REGARDING THE USE OF THIS DRAWING

A. THIS DRAWING ILLUSTRATES THE FULL ARRAY OF STANDARD

PARTITION TYPES USED BY GMC AND IS INTENDED TO BE PUBLSHED

IN ITS ENTIRETY FOR REFERENCE .....HOWEVER,....BE ADVISED THAT

NOT ALL PARTITION TYPES SHOWN ON THIS DRAWING WILL BE USED

IN EVERY PROJECT.

B. PARTITION TYPES USED IN THIS PROJECT ARE AS TAGGED AND/OR

AS NOTED ON THE FLOOR PLANS.

C. DO NOT SPEND TIME SEARCHING FOR UNUSED PARTITION TYPES ON

THE FLOOR PLANS AS YOU WILL NOT FIND THEM.

IMPORTANT NOTE

P A R T I T I O N K E Y

TYPE 1G

6" METAL STUDS

1GTYPE 1G

3 5/8" METAL STUDS

2.5"

TYPE 1S

2.5" METAL CH STUDS

1STYPE 1S

4" METAL CH STUDS

TYPE 0M

4" CMU

0MTYPE 0M

8" CMU

VARIANT PARTITION

(SHOWN THUS)

TYPICAL PARTITION

(SHOWN THUS)

3 5/8" METAL STUDS

4" METAL CH STUDS

8" CMU

WHERE APPLICABLE, SIZE IS

SHOWN IN INCHES BELOW

PARTITION TYPE

STANDARD FRAMING VARIANT FRAMINGPARTITIONS TO BE STANDARD

FRAMING EXCEPT WHERE VARIANT

FRAMING SIZE IS INDICATED

G A P

U.L. #

STC

N/A

0GS

0G 0 HR. - GYPSUM

0 HR. - GYPSUM - SMOKE RESISTIVE

DRAWING MARK DESCRIPTION

0GX 0 HR. - GYPSUM - XTRA LAYER GYP ONE SIDE

FLOOR SLAB

STRUCTURE ABOVE

TRUSS, JOIST, OR STEEL DECKING AS INDICATED)

2.1

1.1

3.6

3.5

3.1

1.4

3.6

2.1

3.6

2.5

@ 0GL ONLY

3.7

IN4

J T

0GL 0 HR. - GYPSUM - LEAD LINED

4.1

@ 0GX ONLY

1.1 WOOD STUDS 16" OC. DOUBLE-STUD JAMBS FULL HT. AT DOOR OPENINGS

1.2 SHAFTWALL STUDS 24" OC

1.3 PLUMBING CHASE. 1-5/8" METAL STUDS 16" OC IN TWO ROWS. WIDTH VARIES

1.4 DEFLECTION TRACK (0.0329" MTL. THICKNESS). MAINTAIN MIN.1/2" STUD GAP

1.5 CONTINUOUS TOP TRACK (0.0329" METAL THICKNESS)

1.6 RESILIENT CHANNELS 24" OC VERTICAL

1.7 STUD BRACING MIN. 48 IN. OC (24" OC AT WALL-HUNG CABINETS)

1.8 STEEL STUD OR RUNNER BRACING, FULL WIDTH OF CAVITY, 48" OC VERT. MAX

1.9 NEW OR EXISTING SUBSTRATE

1.10 CMU (UL LISTED WHERE APPLICABLE). SEE STRUCTURAL FOR REINFORCING, LINTEL, AND

TOP BRACING REQUIREMENTS

1.11 AT INTERIOR FURRING: 7/8 IN. HAT-SHAPED METAL FURRING

1.12 AT EXTERIOR (PERIMETER) FURRING: 2 IN. METAL Z-FURRING W/ MIN. R-8 BOARD INSUL.

2.1 ONE LAYER 5/8 IN. GYP. BD

2.2 ONE LAYER 5/8 IN. TYPE 'X' GYP. BD

2.3 TWO LAYERS 5/8 IN. TYPE 'X' GYP. BD

2.4 LEAD LINED GYP. BD. TO MIN. 7'-6" AFF ON ROOM SIDE. INSTALL 5/8" GYP. BD. ABOVE

7'-6" UP TO SCHEDULED PARTITION HEIGHT

2.5 ADD'L. LAYER LEAD-LINED GYP. BD. TO MIN. 7'-6" AFF ON ROOM SIDE. INSTALL 5/8" GYP.

BD. ABOVE 7'-6" UP TO SCHEDULED PARTITION HEIGHT

2.6 1 IN. THICK GYPSUM LINER PANEL

2.7 ONE LAYER 5/8 IN. TYPE 'X' GYP. BD. EACH SIDE (ABOVE CEILING)

2.8 TWO LAYERS 5/8 IN. TYPE 'X' GYP. BD. EACH SIDE (ABOVE CEILING)

2.9 & 2.10 NOT USED

2.11 ONE LAYER 5/8" TYPE 'X' GLASS-MAT BACKER BOARD WITH THIN-SET TILE UP TO CEILING.

TRANSITION TO 5/8" TYPE 'X' MR GYP BOARD FROM ABOVE CEILING TO STRUCTURE ABOVE

2.12 ONE LAYER 5/8" TYPE 'X' MR GYP. BD. PLUS ONE LAYER 5/8" TYPE 'X' GLASS-MAT BACKER

BOARD WITH THIN-SET TILE UP TO CEILING. TRANSITION TO 5/8" TYPE 'X' MR GYP BOARD

FROM ABOVE CEILING TO STRUCTURE ABOVE

3.1 SOUND ATTENUATION BATT INSULATION. 3.5" THICK

3.2 SOUND ATTENUATION BATT INSULATION BOTH SIDES OF STUD CAVITY. 3.5" THICK

3.3 SOUND ATTENUATION BATT INSULATION. 3.5" THICK. DRAPE OVER & EXTEND 4 FT. EACH

SIDE OF PARTITION

3.4 CEILING. SEE CEILING PLAN FOR TYPES / LOCATIONS

3.5 ACOUSTICAL CEILING PANELS. WHERE PANELS W/ COMBINED NRC/CAC RATINGS OF .70/35

(OR BETTER) ARE USED, DRAPED INSULATION MAY BE OMITTED

3.6 ACOUSTICAL SEALANT JOINT. PROVIDE CONT. BEAD UNDER EACH LAYER GYP BD

3.7 ACOUSTICAL SEALANT JOINT. AT FLUTED DECKS, COPE GYP. BD. TO UNDERSIDE OF DECK.

FILL VOIDS W/ INSULATION. APPLY ACOUSTICAL SEALANT CONT. AT JOINT

3.8 UL LISTED FIRE-RESISTANCE RATED HW (HEAD OF WALL) JOINT

3.9 UL LISTED FIRE-RESISTANCE RATED BW (BOTTOM OF WALL) JOINT

3.10 EXTEND GYP BOARD TO TOP OF TRACK TO ESTABLISH A DRAFT STOP ASSEMBLY. CONDUIT

TURNOUTS AND ELECTRICAL BOXES MUST STAND CLEAR OF MET. STUDS TO ALLOW FOR

APPLICATION OF UNINTERRUPTED GYPSUM MEMBRANE

3.11 STEEL BENT PLATE END WALL SUPPORT. SEE JAMB/END POST DETAIL ON G1.22

3.12 WALL CAP. SEE DETAIL/S ELSEWHERE ON THESE DRAWINGS

4.1 INSTALL 2 LAYERS 5/8" GYP BOARD ON RADIOGRAPHY ROOM SIDE OF PARTITION (EXTEND

2ND LAYER UP TO 4" ABOVE CEILING)

N U M B E R E D N O T E S

P o w e rs

F e rr y

R o a d

N W

, S u it e

G M

C N

E T

W O

R K

O M

A tl a n ta , G

G o o d w y n M il ls

C a w o o d

, L L

1 2 3 4 5 6 7 8 9 10 11 12

D R

A W

N B

U E

C H

E C

K E

D B

D A

T E

G M

E V

D S

C H

E M

A T

E S

D E

N D

E V

E L

O P

M E

O W

N E

R R

E V

S E

O N

S T

R U

C T

D O

C U

M E

N T

U E

D F

O R

P A

R T

N T

Y P

E S

R N

E S

T B

S D

J A

C K

S O

N , G

T E

M P

L A

T E

V E

R S

G 1.

A u th o r

C h e c k e r

U E

D A

T E

S C

H E

M A

D E

B U

T T

S C

O U

N T

Y S

E N

C E

N T

E R

A D

A T

F E

EXIT

DISCHARGE

34"

C H

A R

G E3

EXIT

DISCHARGE

68"

EXIT

DISCHARGE

68"

EXIT

DISCHARGE

34"

FHC

EXIT

DISCHARGE

60"

FEC

FHS

FAAP

FAP

MGA

FACP

ALLOWABLE = 75 FT WHERE SERVING < 50 OCC, 20 FT OTHERWISE

O V E R A L L B U I L D I N G A R E A

BUILDING/LEVEL AREA (GROSS SQUARE FEET)

EXISTING BLDG 6,249 GSF

A P P L I C A B L E C O D E S & R E G U L A T I O N S

GA ACCESSIBILITY CODE 120-3-20(.01-.08) W/ 2020 GA

FIRE COM. AMEND. 120-3-3-.08 TO .11

INTERNATIONAL BUILDING CODE (IBC) W/ GA AMENDMENTS

INTERNATIONAL FUEL GAS CODE (IFGC) W/ GA AMENDMENTS

INTERNATIONAL MECHANICAL CODE (IMC) W/ GA AMENDMENTS

INTERNATIONAL PLUMBING CODE (IPC) W/ GA AMENDMENTS

INTERNATIONAL ENERGY CONSERVATION CODE (IECC) (GA AMEND. TAKE PRECEDENCE)

INTERNATIONAL FIRE CODE (IFC) W/ 2020 GA FIRE COM. AMEND. 120-3-3-.04

NATIONAL ELECTRICAL CODE (NEC) W/ GA AMENDMENTS

ANSI/ASHRAE/IESNA STANDARD 90.1 (GA AMEND. TAKE PRECEDENCE)

NFPA 101 (LIFE SAFETY CODE) W/ 2022 GA STATE FIRE COM. AMEND.

120-3-3-.04 (72)

O C C U P A N C Y C L A S S I F I C A T I O N

OCCUPANCY (EXIST. & NEW) PRIMARY : GROUP A - ASSEMBLY SUB-GROUP: A-3 (PER IBC)

S P E C I A L R E Q U I R E M E N T S IBC CH 4

NO SPECIAL REQUIREMENTS APPLICABLE PER IBC CHAPTER 4.

LSC CH 6

C O N S T R U C T I O N C L A S S I F I C A T I O N

CONSTRUCTION TYPE

HEIGHT

TYPE V-B - UNSPRINKLERED

ALLOWABLE: 40'-0" NEW BUILDING ACTUAL: 33'-9"

IBC CH 5

# OF STORIES EXISTING BUILDING ACTUAL: 1

NEW BUILDING ACTUAL: 1

ALLOWABLE: 1

ALLOWABLE AREA

NEW BUILDING ALLOWABLE: 6,000 SF

NEW ADDITION w/ FIRE WALL 4,497 GSF

2018 NFPA STANDARDS, RULES & REGS. OF THE SAFETY COMMISSIONER (120-3-3)

PROPOSED - 4,497 SF GROSS

F I R E R E S I S T A N C E - S T R U C T . E L E M E N T S IBC CH 6

BUILDING ELEMENT - STRUCTURAL

RESISTANCE REQUIRED BY IBC TYPE TABLE 601

CONSTRUCTION TYPE : V-B

RESISTANCE PROVIDEDRESISTANCE

REQUIRED

RATING ACHIEVED BY

PRIMARY STRUCTURAL FRAME (PER CH 2 WITH RATING NOT LESS THAN CH 7)

COLUMNS

STRUCTURAL MEMBERS HAVING DIRECT

CONNECTION TO COLUMNS - BEAMS,

GIRDERS, TRUSSES, AND SPANDRELS

N/A

BEARING WALLS

EXTERIOR WALLS (RATING NOT LESS

THAN CH 6 OR CH 7)

INTERIOR WALLS

0 HR

NON BEARING WALLS AND PARTITIONS

EXTERIOR WALLS (BASED ON FIRE

SEPARATION DISTANCE PER CH 6)

0 HR

NON BEARING WALLS AND PARTITIONS

INTERIOR WALLS (RATING NOT LESS THAN

REQUIRED BY SECTIONS OTHER THAN

SECTION 6)

FLOOR CONSTRUCTION AND SECONDARY MEMBERS (PER CH 2)

FLOOR CONSTRUCTION HAVING DIRECT

CONNECTIONS TO THE COLUMNS

ROOF CONSTRUCTION AND SECONDARY MEMBERS (PER CH 2)

ROOF CONSTRUCTION HAVING DIRECT

CONNECTIONS TO THE COLUMNS

0 HR

N/A

F I R E R E S I S T A N C E - W A L L S & P A R T I T I O N S

FIRE WALLS

IBC TBL.

706.4

OPENING

PROTECTION

RESISTANCE PROVIDED

RATING ACHIEVED BY

2-HR* 90 MIN 2-HR UL DESIGN #U905: FIRE-RATED

CMU WALL ASSEMBLY or CMU

MANUFACTURED BY CALUCULATED

METHOD BY IBC SECTION 722.3

AND ACI/TMS 216.1 TO ACHIEVE

REQUIRED FIRE RATING.

IBC CH 7

TRAVEL DISTANCE TO EXIT

COMMON PATH OF TRAVEL

DEAD END LENGTH

EGRESS OCCUPANTS

(DESIGN LOAD)

MAXIMUM = 200 FT

MAXIMUM = 20 FT,

NEW BUILDING - LEVEL 1: REFER TO LIFE SAFETY PLAN FOR MORE

DETAILS IN EACH AREA

CALCULATION VALUES OCCUPANCY COUNT

OCC TYPE : A 137

OCC TYPE : B 8

LEVEL 1 TOTAL OCCUPANTS = 425 OCCUPANTS

P L U M B I N G F I X T U R E T A B U L A T I O N S

OCCUPANCY

ACTUAL LOAD CALCULATIONS

OCCUPANT

LOAD

(ACTUAL)

LAV BATH/

SHOWER

DRINKING

FOUNTAIN

SVC

SINKSUSX

STAIRWAY WIDTH

EGRESS WIDTH

REQUIRED: 0.3" PER OCCUPANT X

OCCUPANTS = N/A

REQUIRED: 0.2" PER OCCUPANT X

OCCUPANTS

OCC TYPE: A (450 X 0,2") 90"

OCC TYPE:

N/A

PROVIDED: 238"

1 1

*A-3

ASSEMBLY

REQUIRED

PROVIDEDTO

F USXM

2 -

1 12 -4 2 -2 -

450 OCC

225 EA M F

EXISTING BUILDING: 280

M E A N S O F E G R E S S

A (2) hour fire wall is provided to separate the new addition from the existing building. Per IBC Section

503.1, buildings separated by one or more fire walls complying with Section 706 shall be considered a separate building.

WALL TYPE

*PER TABLE PER 706.4 FOOTNOTE "a"

47'-5"

EXISTING PATH OF TRAVEL

48'-4"

'-0

32'-11" 17'-8"

48'-0"

31'-4"28'-11"36'-3"

'-0

34'-9"

A B

981 SF

EVENT SPACE 1

1061 SF

EVENT SPACE II

651 SF

KITCHEN

50 SF

DRY STORAGE

48 SF

OFFICE

54 SF

FREEZER

74 SF

COOLER

176 SF

MEN'S

RESTROOM

207 SF

WOMENS

RESTROOM

79 SF

ELECTRICAL

ROOM

52 SF

JANITOR

2 HR FIRE WALL

4,497 SF

NEW BUILDING ADDITION

6,249 SF

EXISTING BUILDING

47'-0"

P L A N L E G E N D

DISTANCE OF TRAVEL

EXIT DISCHARGE W/

CLEAR EXIT WIDTH

(EXIT AND EXIT ACCESS

SYMBOLS SIMILAR)

FIRE EXTINGUISHER CABINET

ILLUMINATED EXIT SIGN

FIRE ALARM MANUAL PULL STATION

FIRE ALARM HORN/STROBE

FIRE ALARM STROBE

FIRE HOSE CONNECTION

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM PANEL /SUBPANEL

FIRE ALARM HORN/STROBE-CEILING MT

MED GAS ALARM PANEL

FIRE EXTINGUISHER

FIRE ALARM HORN

ADA ACCESSIBLE ROUTEACC

2 - HR FIRE WALL

L I F E S A F E T Y S I G N A G E L E G E N D

AID

SN1

SN2

SN5

SN6

EMERGENCY EVACUATION MAP SIGNAGE

DOOR WITH MANUAL CLOSURE SIGNAGE

STORM SHELTER ACCESS SIGNAGE

STORM SHELTER ENTRANCE SIGNAGE

FIRST AID KIT

SN4 STORM SHELTER DESIGN SIGNAGE

SN3 OCCUPANCY COUNT SIGNAGE

P o w e rs

F e rr y

R o a d

N W

, S u it e

G M

C N

E T

W O

R K

O M

A tl a n ta , G

G o o d w y n M il ls

C a w o o d

, L L

1 2 3 4 5 6 7 8 9 10 11 12

D R

A W

N B

U E

C H

E C

K E

D B

D A

T E

G M

E V

D S

C H

E M

A T

E S

D E

N D

E V

E L

O P

M E

O W

N E

R R

E V

S E

O N

S T

R U

C T

D O

C U

M E

N T

U E

D F

O R

E S

A F

E T

C O

D E

A N

A L

Y S

E R

N E

S T

E S

D R

J A

C K

S O

N , G

T E

M P

L A

T E

V E

R S

D L

S R

U E

D A

T E

S C

H E

M A

D E

B U

T T

S C

O U

N T

Y S

E N

C E

N T

E R

A D

A T

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

LIFE SAFETY PLANS - LEVEL 11

TRUE

NORTH

C -0

T N

W N

B Y

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

This drawing is and shall remain the property of Goodwyn, Mills and Cawood, Inc. (GMC) and Goodwyn Mills Cawood LLC (GMC). Unauthorized use of any kind including use on other projects is prohibited. In the event that a conflict arises between the sealed drawings and the electronic files, the sealed drawings will govern.

D A

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Se ni or C en te r A dd iti on

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1. THE CONTRACTOR SHALL MAKE SURE THAT THE CROSS SLOPE OF THE NEW SIDEWALKS DOES NOT EXCEED 2.00%. IF THE CROSS SLOPE IS CONSTRUCTED AT A SLOPE STEEPER THAN 2.00% THEN HE/SHE SHALL BE REQUIRED TO REMOVE AND REPLACE THE

SIDEWALK AT HIS/HER EXPENSE.

2. THE CONTRACTOR SHALL GRADE THE SITE IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND GEOTECHNICAL REPORT

PREPARED FOR…

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