4-RFP C26-05 - DRAWINGS - Restroom Office Building - Compiled DD 100%.pdf

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SCCPSS / 2219 GAMBLE ROAD, SAVANNAH, GA 31405 DESIGN DEVELOPMENT

GOODWYN MILLS CAWOOD, LLC ARCHITECTURE, INTERIORS, CIVIL, LANDSCAPE

STRUCTURAL ENGINEERING

MECHANICAL, PLUMBING, & ELECTRICAL ENGINEERING

THARPE ENGINEERING

METHOD ENGINEERING GROUP

SCCPSS RESTROOMS AND OFFICE BUILDING

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DRAWING INDEX

DWG.

NO. DRAWING NAME

ORIG.

DATE

ORIGINAL ISSUE

NAME

REV.

DATE

CURRENT REVISION

NAME

0.0 GENERAL

T1 TITLE SHEET 07/31/2025 DD PROGRESS SET 07/31/2025 SD 100%

G1.01 DRAWING INDEX 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

G1.02 GENERAL NOTES 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

G1.03 GENERAL INFORMATION & MOCKUP WALL 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

G1.11 ACCESSIBILITY DATA 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

G1.12 ACCESSIBLE PLUMBING LAYOUTS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

G1.21 PARTITION TYPES 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

G1.31 PENETRATION FIRESTOPPING SYSTEMS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

G2.00 LIFE SAFETY - CODE ANALYSIS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

G2.01 LIFE SAFETY PLAN - LEVEL 1 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

G2.02 LIFE SAFETY PLAN - LEVEL 2 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

1.0 CIVIL

C-100 MASTER SITE PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

C-101 SITE PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

C-201 GRADING PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

C-301 UTILITY PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

3.0 ARCHITECTURE

A1.01 FLOOR PLAN - LEVEL 1 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

A1.02 FLOOR PLAN - LEVEL 2 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

A2.01 REFLECTED CEILING PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

A3.01 ROOF PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

A4.01 EXTERIOR ELEVATIONS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

A4.02 EXTERIOR ELEVATIONS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

A5.01 BUILDING SECTIONS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

A5.02 BUILDING SECTIONS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

A5.11 WALL SECTIONS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

A5.12 WALL SECTIONS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

A5.31 VERTICAL CIRCULATION 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

A5.32 VERTICAL CIRCULATION 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

A6.01 DOOR SCHEDULE, LEGEND, & NOTES 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

4.0 STRUCTURAL

S0.01 GENERAL NOTES, SHEET LIST & LEGEND 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

S0.02 GENERAL NOTES 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

S1.01 FOUNDATION PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

S1.02 LEVEL 2 FRAMING PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

S1.03 ROOF FRAMING PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

S2.01 BUILDING ISOMETRIC 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

S2.02 BUILDING SECTIONS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

S3.01 FOUNDATION SECTIONS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

S3.02 TYPICAL FOUNDATION SECTIONS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

S4.01 FRAMING SECTIONS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

S4.02 TYPICAL FRAMING SECTIONS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

S4.03 TYPICAL FRAMING DETAILS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

S4.04 TYPICAL FRAMING DETAILS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

5.0 MECHANICAL

M0.00 HVAC TITLE SHEET 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

M0.01 HVAC SCHEDULE & SPECIFICATIONS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

M1.01 HVAC PLANS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

M1.09 ROOF HVAC PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

M3.01 HVAC DETAILS 08/15/2025 DD PROGRESS SET 08/15/2025 DD 100%

6.0 PLUMBING

P0.00 PLUMBING TITLE SHEET 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

P0.01 PLUMBING SPECIFICATIONS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

P1.01 WASTE & VENT PLANS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

P2.01 HOT & COLD WATER PLANS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

P3.01 ROOF PLUMBING PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

P4.01 PLUMBING DETAILS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

7.0 ELECTRICAL

E0.00 ELECTRICAL TITLE SHEET 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

E1.01 ELECTRICAL SITE PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

E2.01 LIGHTING PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

E3.01 POWER PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

E3.09 ROOF POWER PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

E4.01 SYSTEMS PLAN 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

E5.01 ELECTRICAL DIAGRAMS & SCHEDULES 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

E6.01 ELECTRICAL DETAILS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

E6.02 ELECTRICAL DETAILS 07/31/2025 DD PROGRESS SET 08/15/2025 DD 100%

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1.01.1.01. COMPLETE CONTRACT DOCUMENTS: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.

1.02.1.02. MULTI-TRADE COORDINATION: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.

1.03.1.03. VERIFICATION: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.

1.04.1.04. DISCREPANCIES: 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.

1.05.1.05. DRAWING SCALE: 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.

1.06.1.06. DIMENSIONAL STANDARDS: 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.

1.07.1.07. {PM SOFTWARE}{PM SOFTWARE}

1.08.1.08. PERMITTING: 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.

1.09.1.09. CODE COMPLIANCE: 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.

1.10.1.10. NON-COMBUSTIBLE CONSTRUCTION TYPES: 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.

1.11.1.11. TEMPORARY GUARDS: 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.

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

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

EGRESS AT ALL TIMES DURING CONSTRUCTION, WITHOUT EXCEPTION.

1.14.1.14. CONSTRUCTION LOADS: 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.

1.15.1.15. GENERAL CLEAN-UP: 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.

1.16.1.16. OWNER FURNISHED EQUIPMENT: 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. 1.17. TEMPORARY BRACING: 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.

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

WITH THE INTERNATIONAL BUILDING CODE.

2.02.2.02. SITE PAVING EXPANSION AND CONTROL JOINTS: 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.

9.01.9.01. INDOOR ENVIRONMENTAL CONDITIONS: 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.

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

APPLICABLE TILE COUNCIL OF AMERICA (TCNA) METHOD.

9.03.9.03. FLOOR FINISH TRANSITIONS: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.

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

CONSTRUCTION.

9.05.9.05. EQUIPMENT ACCESS DOORS: 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.

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

9.07.9.07. PARTITION COORDINATION WITH OTHER TRADESPARTITION COORDINATION WITH OTHER TRADES :

(A) (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)(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)(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)(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) (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.

9.089.08 FIRE-RATED PARTITIONS AND FIRE-RATED SMOKE BARRIER IDENTIFICATIONFIRE-RATED PARTITIONS AND FIRE-RATED SMOKE BARRIER IDENTIFICATION

(A) (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. 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)(B) UNLESS OTHERWISE REQUIRED OTHERWISE BY LOCAL JURISDICTION IDENITIFY RATED PARTITIONS AND WALLS AS FOLLOWS (G.C. MUST CONFIRM VERBIAGE WITH LOCAL AHJ)(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

14.01. STRUCTURAL FOUNDATION COORDINATION: 14.01. STRUCTURAL FOUNDATION COORDINATION: COORDINATE EXACT BOTTOM OF ELEVATOR SHAFT WITH PIT DEPTH REQUIREMENTS OF SELECTED ELEVATOR MANUFACTURER. EXACT LOCATION OF SUMP PUMP AS DICTATED BY SELECTED ELEVATOR MANUFACTURER. AREA BETWEEN BOTTOM OF SLAB OF ELEVATOR SHAFT & STRUCTURAL

CONCRETE MAT FOOTING TO BE POROUS FILL.

14.02. STRUCTURAL CONCRETE WALL COORDINATION: 14.02. STRUCTURAL CONCRETE WALL COORDINATION: COORDINATE ALL REQUIRED ELEVATOR SHAFT WALL PENETRATIONS, EMBED LOCATIONS, SPECIAL HOISTWAY INFILL BRACKETS (IF REQUIRED FOR INSTALLATION IN SHAFT

PROVIDED), WALL MOUNTED LADDERS, ETC. WITH SELECTED ELEVATOR MANUFACTURER.

14.03. STRUCTURAL CMU WALL COORDINATION: 14.03. STRUCTURAL CMU WALL COORDINATION: COORDINATE ALL REQUIRED ELEVATOR SHAFT WALL PENETRATIONS, EMBED LOCATIONS, SPECIAL HOISTWAY INFILL BRACKETS (IF REQUIRED FOR INSTALLATION IN SHAFT

PROVIDED), ROUGH OPENINGS FOR DOORS, ETC. WITH SELECTED ELEVATOR MANUFACTURER.

14.04. ELECTRICAL COORDINATION: 14.04. ELECTRICAL COORDINATION: COORDINATE A MINIMUM QUANTITY (2) PER CAB, ELEVATOR DISCONNECTS

WITH SELECTED ELEVATOR MANUFACTURER

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

8.01.8.01. LABELED FIRE-RATED DOORS AND FRAMES: 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) (A) LABELS SHALL BE RAISED OR EMBOSSED ON METAL LABELS.

(B) (B) PLASTIC OR PAPER LABELS ARE UNACCEPTABLE.

(C)(C) LABELS MUST BE VISIBLE AND LEGIBLE AT ALL TIMES AND SHALL NOT BE PAINTED.

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

COSTS OF RE-LABELING RATED DOORS AND FRAMES.

8.028.02 FIRE-RATED CERAMIC GLAZING: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.

8.03.8.03. TEMPERED GLASS: 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.

8.04.8.04. BLOCKING: 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.

8.05.8.05. HOLLOW METAL FRAMES: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.

8.068.06 LEAD-LINED DOORS AND HOLLOW METAL FRAMES: LEAD-LINED DOORS AND HOLLOW METAL FRAMES: THESE DOORS ARE VERY HEAVY AND REQUIRE ADDITIONAL STRUCTURAL SUPPORT TO PREVENT SAGGING. TYPICALLY THIS WILL REQUIRE HEAVY GUAGE (16 GA.)

BOX-FRAMED AND WELDED STEEL STUD POSTS AT THE HINGE-SIDE JAMB. SEE DRAWING G1.22 AND SPECIFICATION

SECTION 09 2216 "NON-STRUCTURAL METAL FRAMING" FOR FURTHER INFORMATION.

7.01.7.01. GENERAL SEALANTS: 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.

7.02.7.02. SLOPE TO DRAIN: 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.

7.03.7.03. WALK-PADS: 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.

7.04.7.04. EXPANSION JOINTS COVERS: 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.

6.01.6.01. WOOD IN CONTACT WITH CONCRETE/ MASONRY: 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].

6.02.6.02. FIELD VERIFICATION: 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.

6.03.6.03. MILLWORK BASE: 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.

6.04.6.04. MILLWORK SPLASH: 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.

5.01.5.01. EMBEDDED STEEL: 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.

4.01.4.01. SEAL VENEER ANCHORS: 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.

3.01.3.01. SLAB-ON-GRADE: 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.

3.02.3.02. SLAB EXPANSION AND CONTROL JOINTS: 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.

3.03.3.03. CORE DRILLING - FLOOR SLABS: 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.

3.04.3.04. FLOOR LOADING DURING CONSTRUCTION: 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: 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: 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: 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: 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: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: 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: 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: 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: 22.02. SECURE PIPING: TIE ALL PIPING "HARD" TO STRUCTURE.

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

"YELLOW".

22.04. PLUMBING FIXTURES: 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: 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: 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: 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: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".

11.02. MEDICAL EQUIPMENT, GENERAL: 11.02. MEDICAL EQUIPMENT, GENERAL: MEDICAL EQUIPMENT PLANNED FOR THIS FACILITY REQUIRING ELECTRICAL, PLUMBING, OR HVAC SERVICES IS AS SCHEDULED ON THE EQUIPMENT PLAN DRAWING AND/OR BOUND EQUIPMENT MANUAL. GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THESE REQUIREMENTS AND INCLUDE ALL WORK

NECESSARY FOR A COMPLETE INSTALLATION.

11.03. MEDICAL EQUIPMENT VENDOR DRAWINGS: 11.03. MEDICAL EQUIPMENT VENDOR DRAWINGS: WHEN APPLICABLE, VENDOR'S SITE-SPECIFIC INSTALLATION DRAWINGS WILL BE PROVIDED TO THE CONTRACTOR FOR INFORMATION (e,g. X-RAY, CT, MRI, OR SIMILAR MAJOR ITEMS). EQUIPMENT INSTALLATION WILL BE BY THE RESPECTIVE VENDOR/S HOWEVER, THESE DRAWINGS ASSIGN RESPONSIBILITY TO GENERAL, AND OTHER CONTRACTOR/S, FOR WORK REQUIRED FOR A COMPLETE INSTALLATION THAT IS NOT PERFORMED BY THE VENDOR. GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THESE

RESPONSIBILITIES AND INCLUDE ALL WORK NECESSARY FOR A COMPLETE INSTALLATION.

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

CONTRACTOR:

(A) (A) INTERIOR AND EXTERIOR SIGNAGE PACKAGE.

(B)(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

13.01. RF (RADIO-FREQUENCY) SHIELDED ENCLOSURES:13.01. RF (RADIO-FREQUENCY) SHIELDED ENCLOSURES: WHEN MRI ROOM RF ENCLOSURE/S ARE APPLICABLE TO THE PROJECT, OWNER WILL AWARD AND WILL ASSIGN TO THE GENERAL CONTRACTOR THE CONTRACT FOR THE RF SHIELDED ENCLOSURE/S. 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.

13.02. LEAD SHIELDING REQUIREMENTS: 13.02. LEAD SHIELDING REQUIREMENTS: SEE SPECIFCATION SECTION 134900 "RADIATION PROTECTION" FOR LEAD

SHIELDING REQUIREMENTS AT X-RAY DIAGNOSTIC ROOMS.

(A) (A) ALL RADIATION PROTECTION WORK MUST BE INSTALLED IN STRICT CONFORMANCE WITH PHYSICIST’S REPORTS PROVIDED BY THE OWNER. IF AT THE TIME OF BIDDING SAID REPORT/S ARE NOT AVAILABLE, CONTRACTOR SHALL ASSUME THAT ALL LEAD SHIELDING WILL BE THE EQUIVALENT OF 1/16” (15MM) THICK FOR BIDDING PURPOSES.

(B)(B) UPON COMPLETION OF RADIATION PROTECTION WORK, ALL X-RAY DIAGNOSTIC ROOMS WILL BE SUBJECT TO AN OWNER-COMMISSIONED SHIELDING INTEGRITY SURVEY TO CONFIRM THAT THE SHIELDING WAS INSTALLED ACCORDING

TO PLAN AND THAT X-RAYS ARE BEING CONTAINED WITHIN THE ROOM BY THE SHIELDING.

(C) (C) SHOULD SHIELDING FAILURES OCCUR DURING THE INTEGRITY SURVEY, CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY BREACHES IN THE LEAD SHIELDING SYSTEM. ANY REPAIRS TO WALL, FLOOR , OR CEILING FINISHES AS MAY BE REQUIRED BY THIS REMEDIAL WORK SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST.

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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FURNISHED BY OTHERS

FLOOR DRAIN

FIRE EXTINGUISHER & CABINET

FINISH FLOOR ELEVATION

FINISH FACE OF WALL

FIRE HOSE & CABINET

FACE TO FACE

FLOOR

FLANGE

FOUNDATION

FO

FOB

FOC

FOF

FOM

FOS

FR

FRT

FT

FTG

GA

GALV

GB

GHM

GI

GWB

GYP

H

HC

HM

HOD

HORIZ

HP

HSS

HT

HVAC

HW

INSIDE DIAMETER

INVERT ELEVATION

ISOLATION JOINT

INCH / INCHES

INSULATION

JANITOR'S CLOSET

JOIST GIRDER

JOINT

NIC

NO

NOM

NTS

O/H

OC

OCC

OD

OFCI

OH

OPG

OPP

PJ

PL

PLAM

PNT

PREFAB

PREFIN

PREMANUF

PSF

PSI

PT

PVC

PVMT

PWD

QT

REQ'D

RET

REV

RH

RJ

RM

RO

ROW

RTU

SC

SCHED

SD

SECT

SF

SIM

SPEC

SQ

SS

SST

STD

STL

STOR

STRUCT

SY

TELEPHONE

TERMINATION

TONGUE AND GROOVE

THICK (NESS)

THICK (NESS)

TOP OF

TOP OF CURB

TOP OF GRAB BAR

TOP OF FOOTING

TOP OF JOIST

TOP OF SLAB / TOP OF STEEL

TOP OF WALL

TYPICAL

TERRAZZO

UNLESS NOTED OTHERWISE

VINYL BASE

VINYL COMPOSITION TILE

VERTICAL

VINYL WALL COVERING

WASHER / WIDTH / WIDE FLANGE

WOOD BASE

WATER CLOSET

WOOD

WATER HEATER

WINDOW

WORK POINT / WATERPROOFING

WEIGHT

WALL TO WALL

WELDED WIRE FABRIC

WITH

WITHOUT

MATERIAL

MAXIMUM

MISCELLANEOUS CHANNEL

MECHANICAL

MEZZANINE

MANUFACTURE (R)

MANHOLE

MINIMUM

MASONRY OPENING

MULLION

MATL

MAX

MC

MECH

MEZZ

MANUF

MH

MIN

MO

MULL

LAMINATE (D)

LINEAR FOOT

LENGTH, ANGLE

LABORATORY

LAVATORY

LEFT HAND

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOW POINT

LIGHT GAUGE

LIGHT

LAM

LF

L

LAB

LAV

LH

LL

LLH

LLV

LP

LT GA

LT

K

KIP

KJ

KSI

THOUSAND

1000 #

KEY JOINT

1000 # PER SQ IN

RETURN AIR

RADIUS

RUBBER BASE

REFLECTED CEILING PLAN

ROOF DRAIN

REINFORCEMENT BAR

REFRIGERATOR / REFERENCE

REINFORCE (D), (ING)

RA

RAD

RB

RCP

RD

REBAR

REF

REINF

EA

EF

EIFS

EJ

ELEV

ELEC

ENGR

EOP

EOS

EQ

EW

EWC

EXH

EXIST

EXP

EXPN

EXT

EACH

EACH FACE

EXTERIOR INSULATION FINISH SYSTEM

EXPANSION JOINT

ELEVATION / ELEVATOR

ELECTRIC (ALL)

ENGINEER

EDGE OF PAVEMENT

EDGE OF SLAB

EQUAL

EACH WAY

ELECTRIC WATER COOLER

EXHAUST

EXISTING

EXPOSED

EXPANSION

EXTERIOR

ROOM REFERENCE TAG ROOM REFERENCE TAG

COLUMN LINES: COLUMN LINES:

CONSECUTIVE NUMBERS ARE

USED FOR COLUMN LINES

RUNNING NORTH & SOUTH

677.52 ELEVATION TAG:ELEVATION TAG:

677.52 - ELEVATION (FT)

W-1W-1

0G

L-1L-1

ROOM NAMEROOM NAME

101101

DOOR TAG:DOOR TAG:

DOOR NUMBER 101

WINDOW TAG:WINDOW TAG:

WINDOW TYPE 1

LOUVER TAG:LOUVER TAG:

LOUVER TYPE L1

WALL TAG:WALL TAG:

INTERIOR WALL TYPE 0G

REVISION CLOUD AND TAG:REVISION CLOUD AND TAG:

USED TO INDICATE SCOPE OF

CURRENT REVISION

A1.01A1.013

TRUE

NORTH

A1.01A1.01

INTERIOR ELEVATION TAG:INTERIOR ELEVATION TAG:

INTERIOR ELEVATION 3

ON SHEET A101

NORTH ARROW:NORTH ARROW:

ARCHITECTURAL PLAN ORIENTATION

FF&E: FF&E:

BY OTHERS

EXTERIOR ELEVATION TAG:EXTERIOR ELEVATION TAG:

ELEVATION 1 ON SHEET A101

PLAN

NORTH

TA01

G1

A1.01A1.01

A1.01A1.01

SPECIALTY EQUIPMENT TAG:SPECIALTY EQUIPMENT TAG:

SEE SPECIALTY EQUIPMENT

SCHEDULE

PLAN KEYNOTE TAG:PLAN KEYNOTE TAG:

KEYNOTE NUMBER

SEE PLAN KEYNOTE SCHEDULE

BUILDING SECTION TAG:BUILDING SECTION TAG:

SECTION 1 ON SHEET A101

WALL SECTION TAG:WALL SECTION TAG:

SECTION 1 ON SHEET A101

ENLARGED DETAIL TAG:ENLARGED DETAIL TAG:

DETAIL 1 ON SHEET A101

A1.01A1.01

HEIGHT #

WIDTH #

DEPTH #

CDS#

CASEWORK TAGCASEWORK TAG

A CONSECUTIVE LETTERS ARE

USED FOR COLUMN LINES

RUNNING EAST & WEST

FACE OF MASONRY

OR FACE OF GIRDER

NORTH ARROW:NORTH ARROW:

CIVIL ORIENTATION

(SEE FLOOR PLANS AND

DOOR SCHEDULE)

(SEE EXTERIOR ELEVATIONS

AND GLAZING SCHEDULE)

(SEE LOUVER SCHEDULE)

(SEE PARTITION LEGEND)

INTERIOR FINISH TAGINTERIOR 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-1C-1

CURTAINWALL TAG:CURTAINWALL TAG:

CURTAINWALL TYPE 1

(SEE EXTERIOR ELEVATIONS

AND GLAZING SCHEDULE)

S-1S-1

STOREFRONT TAG:STOREFRONT TAG:

STOREFRONT TYPE 1

(SEE EXTERIOR ELEVATIONS

AND GLAZING SCHEDULE)

30.00°

.0

0°

Ba rn ar d

St . S ui te

B

T

.2

.16

G

M C

N E

T W

O R

K . C

O M

G M

C N

E T

W O

R K

. C O

M

Sa va nn ah

, G A

G oo dw yn

M ill s C aw oo d, L

LC

A

B

C

D

E

F

G

H

J

K

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

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

A

B

C

D

E

F

G

H

J

K

D

RA

W N

B Y

IS

SU

E

C H

EC

K

ED

B

Y

D A

TE

G M

C

8/

/2

5:

:4

PM

G

EN

ER

A

L

IN

FO

RM

A

TI

O N

M

O C

K U

P W

A

LL

G A

M

BL

E

RO

A D

, S A

V A

N N

A H

, G A

TE

M

PL

A

TE

V

ER

SI

O N

: 2

2.

G 1.0

A ut ho r C he ck er

/3

1/

D

D P

RO

G

RE

SS

S

ET

SC

C

PS

S

RE

ST

RO

O

M S

A N

D O

FF

IC

E

BU

IL

D

IN

G

[A

SA

V

A G

EN

C

Y

[0

A G

EN

C

Y

[0

M O C K U P W A L LA 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

SD

0%

/3

1/

T Y P I C A L R E A C H R A N G E S

WALL MOUNTED DEVICE WALL MOUNTED DEVICE

COUNTER TOP

WALL MOUNTED DEVICE WALL MOUNTED

DEVICE

WALL MOUNTED DEVICE

FIXED OBJECT

WALL MOUNTED DEVICE

FIXED OBJECT

F.F.E.

COUNTER TOP

M

IN

HO

D

" M

AX

SE

E

EL

EV HO

D

" M

AX

SE

E

EL

EV

HO

D

" M

AX

10" MAX

" M

AX

" M

AX HO

D

" M

AX

HO

D

" M

AX

HO

D

" M

AX

M

IN

>20" - 25" MAX

MAX

20" 10" MAX >10" - 24" MAX

U N O B S T R U C T E D F O R W A R D R E A C H O B S T R U C T E D H I G H F O R W A R D R E A C H U N O B S T R U C T E D S I D E R E A C H O B S T R U C T E D H I G H S I D E R E A C H

F.F.E. F.F.E. F.F.E.

36" MIN BAR

17" FFW

W A T E R C L O S E T

TO

G

B

" A

FF

TO

S

EA

T

" A

FF

GB

42" MIN

54" MIN

12" MAX

" A

FF

M

IN

1' -6

"FFW

±40"

12" MIN

24" MIN

59" MIN CLR

CLR FLOOR SPACE

60" MIN

CL

R

9" M

IN

TO

G

B

" A

FF

AF

F

" M

AX

PARTITION

PARTITION

CL

R

9" M

IN

CLR

6" MIN

FFW

24" MIN

URINAL SCREEN

(WHERE OCCURS)

FFW

13 1/2" MIN

" A

FF

M

IN

M

AXAF

F

TO

H O

D

" M

AX

6" MIN CLR

15" MIN CLR

TO ANY

OBSTRUCTION

48" MIN CLR

TO

H

O D

U R I N A L

MIN

1'-3" COUNTER

WHERE

OCCURS

OFFSET WASTE

ACCESSIBLE SINK

BOWL 6 -1/2" DEEP

INSULATE

EXPOSED PIPING

M

AX

" A

FF

KN

EE

C

LR

" M

IN

TO

E

CL

R

9" M

IN

FFW

17" MIN

8"MIN CLR

11"MIN CLRTOE CLR

6"MIN

L A V A T O R Y O R V A N I T Y S I N K

F.F.E.

F.F.E.

NOTE: PROVIDE TA90,

UNDERLAVATORY GUARD

AT ALL EXPOSED LAVATORY

OR SINK PIPING

01. ACCESSIBILITY STANDARDS:01. ACCESSIBILITY STANDARDS: CONTRACTOR MUST BE FAMILIAR WITH AND, SHALL MAINTAIN ON THE JOB SITE, A COPY OF THE CURRENT ADAAG

STANDARDS AND IBC CHAPTER 11 ACCESSIBILITY REQUIREMENTS (OR

FLORIDA BUILDING CODE ACCESSIBLILITY) AS APPLICABLE. DURING

CONSTRUCTION THE GENERAL CONTRACTOR SHALL BE MINDFUL OF THESE

ACCESSIBILITY REQUIREMENTS INCLUDING MOUNTING HEIGHTS AND FLOOR

MANEUVERING CLEARANCES AND, IN THE EVENT THAT FIELD CONDITIONS

WILL NOT ALLOW FOR ACCESSIBILITY REQUIREMENTS TO BE MAINTAINED IN

A PARTICULAR CONDITION OR INSTALLATION, CONTRACTOR SHALL NOTIFY

THE ARCHITECT FOR FURTHER DIRECTION PRIOR TO PROCEEDING.

02.02. ADA DEVICES:ADA DEVICES: ALL DEVICES AND FIXTURES DEPICTED HEREIN AND WHERE

NOTED AS “ADA” OR “ACCESSIBLE” SHALL AT MINIMUM BE INSTALLED IN

STRICT ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT AND

APPLICABLE BUILDING CODES. WHERE ACCESSIBILITY REQUIREMENTS MAY

VARY BY JURISDICTION, FOLLOW THE MOST STRINGENT REQUIREMENTS.

03.03. ADA MOUNTING HEIGHTS:ADA MOUNTING HEIGHTS: ALL MOUNTING HEIGHTS SHOWN ON THIS PAGE ARE TO BE MEASURED FROM THE TOP OF FLOOR FINISH (i.e. NOT FROM

SUBFLOOR). THE CONTRACTOR SHALL ACCOUNT FOR THE THICKNESS OF

THE SPECIFIED FLOOR FINISH WHEN ESTABLISHING THE MOUNTING HEIGHTS

OF ACCESSIBLE ITEMS.

A C C E S S I B L E E L E M E N T S N O T E S

04.04. ADA PLAN DIMENSIONS:ADA PLAN DIMENSIONS: ALL PLAN DIMENSIONS SHALL BE MEASURED

FROM THE FINSH FACE OF SCHEDULED WALL FINISH. THE CONTRACTOR

SHALL ACCOUNT FOR THE THICKNESS OF THE SPECIFIED WALL FINISH e.g., WALL TILE, WHEN ESTABLISHING PLAN DIMENSIONS AND CLEARANCES FOR

ACCESSIBLE ELEMENTS.

05.05. PLUMBING ELEMENTS AND FIXTURES:PLUMBING ELEMENTS AND FIXTURES: SEE PLUMBING DRAWINGS AND

SPECIFICATIONS FOR REQUIRED LOCATIONS AND MOUNTING HEIGHT OF

PLUMBING ELEMENTS AND FIXTURES. SHOULD CONFLICT EXIST BETWEEN

MOUNTING HEIGHTS AND/OR CLEARANCES INDICATED HEREIN AND THE

REQUIREMENTS OF THE PLUMBING ENGINEER, THE GENERAL CONTRACTOR

SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION PRIOR TO ROUGH-IN.

06.06. ELECTRICAL DEVICES: ELECTRICAL DEVICES: SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS

FOR REQUIRED MOUNTING HEIGHT OF ELECTRICAL DEVICES AND FIXTURES.

SHOULD CONFLICT EXIST BETWEEN MOUNTING HEIGHTS INDICATED HEREIN

AND THE REQUIREMENTS OF THE ELECTRICAL ENGINEER, THE GENERAL

CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATIONPRIOR TO

ROUGH-IN.

CONTROLS

AREA

ENTRANCE SIDE

SEAT WALLBACK WALL

TO

G

B

" A

FF

5" 18

" M

IN

ENTRANCE SIDE

AF

F

1' -6

FOLDING SHOWER

SEAT

3" MIN

AF

F

1' -6

" M

AX

A

FF

TO

G

B

6"MAX

6" MAX

MAX

2'-3"

HEAD WALL

A C C E S S I B L E R O L L - I N S H O W E R ( W I T H F O L D I N G S E A T )

SHOWER

CURTAIN ROD

" M

IN

TOWEL BAR AT ACCESSIBLE

LOCATIONS

MAX

4"

F.F.E.

SEE ELEVATIONS FOR

STANDARD BAR HEIGHT

M

IN

1' -6

" C

NT

RT

P.

3' -6

U.

N.

O

" M

AX

TO

L

EN

S

O F

ST

RO

BE

" M

IN

0"

M

AX

CLEAR

1'-6"MIN

9" MIN

CL

EQ EQ

CENTERED ON TACTILE

CHARACTERS

T O

P

UL

L

LE

VE

R

" A

FF

CH

AR

AC

TE

RS

VE

RI

FY

E

XA

CT

M

O

UN

TI

NG

H

EI

GH

T

IF CEILING DOES NOT PERMIT 80"

VERIFY HEIGHT W / ARCH

LATCH SIDE OR NEAREST

ADJACENT WALL

F I R E A L A R M W / S T R O B E

*NOTE: ROTATE ELECTRICAL COVER PLATES

HORIZONTAL IF COUNTERTOP IS ABOVE 42" HIGH

" T

O T

O P

E L E C T R I C A L D E V I C E SA D A I N T E R I O R S I G N A G E

F.F.E.

HEAD WALL

CONTROLS

AREA MAY BE ON

ANY SHOWER WALL

ENTRANCE

SIDE

END WALLBACK WALL

TO

G

B

" A

FF

5" 18 " M

IN

ENTRANCE

SIDE

" M

AX

A

FF

T O

G B

" A

FF

A C C E S S I B L E R O L L - I N S H O W E R ( W I T H O U T F O L D I N G S E A T )

SHOWER

CURTAIN ROD

M

IN6"MAX

6" MAX

6"MAX

3' -6

TOWEL BAR AT ACCESSIBLE

LOCATIONS

6" MAX

MAX

4"

F.F.E.

SEE ELEVATIONS FOR

STANDARD BAR HEIGHT

F.F.E.

TO

G

B

AF

F

CONTROL END WALL

TO

G

B

AF

F

A C C E S S I B L E T U B ( W I T H R E M O V A B L E S E A T )

TO

G

B

9"TO

GB

2' -1

1"

AF

F

BACK WALL

REMOVABLE TUB

SEAT,15 1/2" W

" A

FF

SE

AT

GB

24" MIN

" M

IN

G

B 5"

GB

12" MIN

12" FFW MAX

CONTROLS

AREA

HEAD WALLCONTROL

WALL

24" FFW MAX

GB

24" MAX

EDGE OF

TUB

EDGE OF

TUB

HEAD END WALL

3' -6

TOWEL BAR AT ACCESSIBLE

LOCATIONS

SHOWER

CURTAIN ROD

M

IN

MAX

4"

SEE ELEVATIONS FOR

STANDARD BAR HEIGHT

CONTROL END WALL

TO

G

B

" A

FF

GB

24" MIN

" M

IN

G

B 5"

CONTROLS

AREA

EDGE OF

TUB

TO

G

B 9"

TO

GB

" A

FF

PERMANENT TUB

SEAT, 16" MIN

12" FFW MAX

HEAD WALLCONTROL

WALL

15" FFW MAX

GB

24" MAX

BACK WALL ACCESSIBLE TUB

(WITH PERMANENT SEAT)

AF

F

SE

AT

1' -6

" 3' -6

TOWEL BAR AT ACCESSIBLE

LOCATIONS

SHOWER

CURTAIN ROD

M

IN

MAX

4"

A C C E S S I B L E T U B ( W I T H P E R M A N E N T S E A T )

F.F.E.

SEE ELEVATIONS FOR

STANDARD BAR HEIGHT

CONTROLS

AREA

ENTRANCE

SIDE

SEAT WALLBACK WALL

TO

GB

" A

FF

5" 18 " M

IN

ENTRANCE

SIDE

" A

FF

FOLDING

SHOWER

SEAT

3" MIN

" A

FF

" M

AX

A

FF

T O

G B

" A

FF

6" MAX 6" MAX

HEAD WALL

A C C E S S I B L E T R A N S F E R S H O W E R ( W I T H F O L D I N G S E A T )

SHOWER

CURTAIN ROD

M

IN

3' -6

TOWEL BAR AT ACCESSIBLE

LOCATIONS

GB EXTENT

1'-6 1/4"

MAX

4"

F.F.E.

SEE ELEVATIONS FOR

STANDARD BAR HEIGHT

TOILET

ACCESSORY

TYPE

DRAWING

DESIGNATION

PAPER TOWEL

DISPENSER

TOILET TISSUE

HOLDER

TOILET TISSUE

DISPENSER

WASTE

RECEPTACLE

SURFACE

MOUNTED

WASTE

RECEPTACLE

RECESSED

CL

TA03TA03

TA04TA04

TA05TA05

TA06TA06

TA07TA07

TA08TA08

TA01TA01

TA50TA50

CL

CL

" M

AX

TA02TA02 TA12TA12

TA13TA13

TA11TA11

" M

AX

" M

AX

" M

AX

WASTE

RECEPTACLE

TA14TA14

TA15TA15

TA16TA16

" M

AX

SOAP

DISPENSER

RECESSED

TA17TA17

TA18TA18

" M

IN

1- 1/

2" M

IN

GR

AB

B

AR

BO

GB

WC

8" FO

CL

WC

8" FO

AF

F

" M

AX

TO

GB

" M

IN

" M

IN

GR

AB

B

AR

BO

GB

1- 1/

2" M

IN

" M

AX

AF

F

TO

B O

TT

M

F

SP

O

O L

WC

8" FO

" M

IN

TO

GB

WC

8" FO HE

IG

HT

O F

O

PE

RA

BL

E

DE

VI

CE

HE

IG

HT

O

F O

PE

RA

BL

E

DE

VI

CE

HE

IG

HT

O

F O

PE

RA

BL

E

DE

VI

CE

HE

IG

HT

O

F O

PE

RA

BL

E

DE

VI

CE

HE

IG

HT

O

F O

PE

RA

BL

E

DE

VI

CE

VERIFY EXACT MOUNTING

HEIGHT OF SUBMITTED

DEVICE WITH ARCHITECT

T Y P I C A L A C C E S S I B L E M O U N T I N G H E I G H T S

REFER TO PLAN &

SPEC FOR LENGTH

AND CONFIGURATION

GRAB BAR

HORIZONTAL

" M

AX

TA85TA85

BABY CHANGING

STATION

BO

TT

O F

RE

FL

EC

TI

VE

SU

RF

AC

E

MIRROR

ADA

" M

AX

T

O

TA30TA30

TA31TA31

TA77TA77

TA38TA38

TOILET SEAT

COVER

DISPENSER

" M

AX

ROBE HOOK AT

ACCESSIBLE

LOCATIONS (SEE

ELEVATIONS FOR

STANDARD HOOK HT)

TA33TA33

" M

AX

" M

IN

TA53TA53

TOWEL BAR

OR

TOILETRY SHELF

/3 2"

TA95TA95

MOP AND BROOM

HOLDER

TA23TA23

TA24TA24

TA25TA25

HT

. O

F O

PE

RA

BL

E

DE

VI

CE

HE

IG

HT

O

F O

PE

RA

BL

E

DE

VI

CE

HE

IG

HT

O

F O

PE

RA

BL

E

DE

VI

CE

HE

IG

HT

O

F O

PE

RA

BL

E

DE

VI

CE

" M

AX

FIRE

EXTINGUISHER

FIRE

EXTINGUISHER

CABINET

FEFE FECFEC

18"

36"

42"

F.F.E.

E.W.C.

(ACCESSIBLE)

SP

O

UT

O

UT

LE

T

" M

AX

T

O

E.W.C.

(STANDARD)

SP

O

UT

O

UT

LE

T

3"

T O

" M

IN

" M

AX

HE

IG

HT

O F

O

PE

RA

BL

E

DE

VI

CE

HAND DRYER

TA80TA80

T.B.

TA54TA54 T.S.

" M

AX

SPECIMEN

PASS-THRU

CABINET

TA60TA60

TA65TA65

TA66TA66

TA74TA74

TA75TA75

TA76TA76

TA32TA32

TOILET

ACCESSORY

TYPE

DRAWING

DESIGNATION

F.F.E.16

MIRROR

FULL LENGTH

TA09TA09

TA10TA10 TA26TA2648"

" M

AX

M

AX

TA36TA36

SANITARY

NAPKIN

DISPOSAL

GRAB BAR

VERTICAL

TA23TA2318"

5" or or or or orTA74TA74or

NOTE: TOP OF GRAB BAR MAY BE 36"

WHERE USED WITH TANK TOILETS

A B B R E V I A T I O N S A N D A C R O N Y M S

AFF . . . . . . . . . . . . . . . . . . . . . . . ABOVE FINISHED FLOOR

BOGB . . . . . . . . . . . . . . . . . . . . . . BOTTOM OF GRAB BAR

FFE . . . . . . . . . . . . . . . . . . . . . . FINISHED FLOOR ELEVATION

FFW . . . . . . . . . . . . . . . . . . . . . . . . .FINISH FACE OF WALL

GB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRAB BAR

HOD . . . . . . . . . . . . . . . . . . . . . HIGHEST OPERABLE DEVICE

MAX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MAXIMUM

MIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MINIMUM

TOGB . . . . . . . . . . . . . . . . . . . . . . . . . TOP OF GRAB BAR

WC . . . . . . . . . . . . . . . . . . . . . . . . . . . WATER CLOSET

W/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WITH

W/O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WITHOUT

FO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FACE OF

(A)

FRONT APPROACH,

PULL SIDE

(B)

FRONT APPROACH,

PUSH SIDE

M

IN

(C)

FRONT APPROACH, PUSH

SIDE, DOOR PROVIDED W/

BOTH CLOSER AND LATCH

M

IN

" M

IN

(D)

HINGE…