Jackson Co EMS Station _2_100_ CDS_Complete S.pdf

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519 PANTHER DR, JEFFERSON, GA 30549 100% CONSTRUCTION

DOCUMENTATION

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

STRUCTURAL ENGINEERING

MECHANICAL, PLUMBING, ELECTRICAL & FIRE PROTECTION ENGINEERING

PES STRUCTURAL

DELTA ENGINEERING

JACKSON COUNTY EMS STATION #2

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DRAWING INDEX

DWG.

NO. DRAWING NAME ORIG. DATE

0.0 GENERAL

T1 TITLE SHEET 10/31/25

G1.01 DRAWING INDEX 10/31/25

G1.02 GENERAL NOTES 10/31/25

G1.03 GENERAL INFORMATION 10/31/25

G1.11 ACCESSIBILITY DATA 10/31/25

G1.12 ACCESSIBLE PLUMBING LAYOUTS 10/31/25

G1.21 PARTITION TYPES 10/31/25

G1.22 PARTITION DETAILS 10/31/25

G2.00 LIFE SAFETY - CODE ANALYSIS 10/31/25

G2.01 LIFE SAFETY PLAN - LEVEL 1 + LEVEL 2 10/31/25

1.0 CIVIL

C-001 SITE NOTES 10/31/25

C-002 SURVEY 10/31/25

C-003 EXISTING CONDITION & DEMO PLAN 10/31/25

C-101 SITE PLAN 10/31/25

C-201 GRADING & DRAINAGE PLAN 10/31/25

C-202 STORMWATER PROFILES 10/31/25

C-203 PRE_DRAINAGE 10/31/25

C-204 POST_DRAINAGE 10/31/25

C-301 UTILITY PLAN 10/31/25

C-302 UTILITY PLAN -PROFILE 10/31/25

C-303 SANITARY EASEMENT 10/31/25

C-601 INITIAL EROSION CONTROL PLAN 10/31/25

C-602 INTERMEDIATE EROSION CONTROL PLAN 10/31/25

C-603 FINAL EROSION CONTROL PLAN 10/31/25

C-604 EROSION CONTROL NOTES 10/31/25

C-605 EROSION CONTROL DETAILS 10/31/25

C-606 EROSION CONTROL VEGETATION NOTES & DETAILS 10/31/25

C-607 STORM WATER POLLUTION PREVENTION PLAN 10/31/25

C-901 SEWER DETAILS 10/31/25

C-902 WATER DETAILS 10/31/25

C-903 STORM DETAILS 10/31/25

C-904 CONSTRUCTION DETAILS 10/31/25

2.0 LANDSCAPE

L0.01 LANDSCAPE NOTES 10/31/25

L1.01 LANDSCAPE PLAN 10/31/25

L2.01 LANDSCAPE DETAILS 10/31/25

3.0 STRUCTURAL

S0.01 GENERAL NOTES & SCHEDULES 10/31/25

S0.02 DESIGN CRITERIA 10/31/25

S0.03 CONCRETE GENERAL NOTES & SCHEDULES 10/31/25

S0.04 CONCRETE MASONRY GENERAL NOTES & SCHEDULES 10/31/25

S0.05 STEEL GENERAL NOTES & SCHEDULES 10/31/25

S1.01 FOUNDATION PLAN 10/31/25

S1.02 LEVEL 2 FRAMING PLAN 10/31/25

S1.03 ROOF FRAMING PLAN 10/31/25

S2.10 WALL ELEVATIONS 10/31/25

S3.01 FOUNDATION DETAILS 10/31/25

S3.02 FOUNDATION DETAILS 10/31/25

S3.03 FOUNDATION DETAILS 10/31/25

S4.01 MASONRY DETAILS 10/31/25

S5.01 STEEL FLOOR FRAMING DETAILS 10/31/25

S5.02 STEEL FLOOR FRAMING DETAILS 10/31/25

S5.11 STEEL ROOF FRAMING DETAILS 10/31/25

S5.12 STEEL ROOF FRAMING DETAILS 10/31/25

S5.13 STEEL ROOF FRAMING DETAILS 10/31/25

4.0 ARCHITECTURE

A1.01 FLOOR PLAN - LEVEL 1 & LEVEL 2 10/31/25

A1.21 PLAN DETAILS 10/31/25

A1.22 PLAN DETAILS 10/31/25

A2.01 REFLECTED CEILING PLAN 10/31/25

A3.01 ROOF PLAN 10/31/25

A4.01 EXTERIOR ELEVATIONS 10/31/25

A5.01 BUILDING SECTIONS 10/31/25

A5.11 WALL SECTIONS 10/31/25

A5.12 WALL SECTIONS 10/31/25

A5.13 WALL SECTIONS 10/31/25

A5.14 SECTION DETAILS 10/31/25

A5.15 SECTION DETAILS 10/31/25

A5.16 SECTION DETAILS 10/31/25

A5.21 SECTION & EXT DOOR/WINDOW DETAILS 10/31/25

A5.31 VERTICAL CIRCULATION 10/31/25

A5.32 VERTICAL CIRCULATION 10/31/25

A5.41 RAILING SCHEDULE & DETAILS 10/31/25

A6.01 DOOR SCHEDULE, LEGEND, & NOTES 10/31/25

A6.11 GLAZING & LOUVER SCHEDULES 10/31/25

A7.01 ENLARGED PLANS & INTERIOR ELEVATIONS 10/31/25

A7.02 ENLARGED PLANS & INTERIOR ELEVATIONS 10/31/25

A7.03 ENLARGED PLANS & DETAILS 10/31/25

A8.01 FINISH LEGEND & SCHEDULE 10/31/25

A8.02 FINISH PLAN 10/31/25

A9.01 SIGNAGE PLAN 10/31/25

DRAWING INDEX

DWG.

NO. DRAWING NAME ORIG. DATE

5.0 MECHANICAL

M101 HVAC PLAN - LEVEL 1 10/31/25

M102 HVAC PLAN - LEVEL 2 10/31/25

M103 HVAC NOTES, LEGEND, & SCHEDULES 10/31/25

M104 HVAC DETAILS 10/31/25

M105 HVAC DETAILS 10/31/25

6.0 PLUMBING

P101 WASTE & VENT PIPING PLANS 10/31/25

P201 UTILITY PIPING PLANS 10/31/25

P301 PLUMBING DETAILS 10/31/25

P302 PLUMBING SCHEDULES, NOTES, & LEGEND 10/31/25

6.5 FIRE PROTECTION

FP101 FIRE PROTECTION PLANS 10/31/25

7.0 ELECTRICAL

E101 ELECTRICAL LIGHTING PLANS 10/31/25

E201 ELECTRICAL POWER PLANS 10/31/25

E202 ELECTRICAL LOW VOLTAGE PLANS 10/31/25

E301 ELECTRICAL PANEL SCHEDULES 10/31/25

E302 ELECTRICAL NOTES & DETAILS 10/31/25

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

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: 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: 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: 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. 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.

(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.

8.02 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.

8.06 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. 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".

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: 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: 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

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: SEE SPECIFCATION SECTION 134900 "RADIATION PROTECTION" FOR LEAD

SHIELDING REQUIREMENTS AT X-RAY DIAGNOSTIC ROOMS.

(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) 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) 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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ROOM REFERENCE TAG

COLUMN LINES:

CONSECUTIVE NUMBERS ARE

USED FOR COLUMN LINES

RUNNING NORTH & SOUTH

677.52 ELEVATION TAG:

677.52 - ELEVATION (FT)

W-1

0G

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

A1.01

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

G1

A1.01

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)

B ro a d S tr e e t, S u it e

.3

.3

G M

C N

E T

W O

R K

C

O M

A u g u st a

, G A

G o o d w y n M il ls

C a w o o d

, L L

C

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 R

A W

N B

Y

IS

S

U E

C H

E C

K E

D B

Y

D A

T E

G M

C

/3

1/

:5

:5

P M

G E

N E

R A

L I

N F

O R

M A

T

IO

N

P A

N T

H E

R D

R , J

E F

F E

R S

O N

, G A

T E

M P

L A

T E

V E

R S

IO

N

.1

N O

T F

O R

C O

N

ST

RU

C

T

IO

N

G 1.

K P

W J

P

/3

1/

C O

N S

T R

U C

T

IO

N

D O

C U

M E

N T

A T

IO

N

J A

C K

S O

N C

O U

N T

Y E

M S

S T

A T

IO

N

A

A U

G

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

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

H O

D

M

A X

S

EE

E

LE

V

H O

D

M

A X

S

EE

E

LE

V

H O

D

M

A X

10" MAX

M

A X

M

A X

H O

D

M

A X

H O

D

M

A X

H O

D

M

A X

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

'-6

"FFW

±40"

12" MIN

24" MIN

59" MIN CLR

CLR FLOOR SPACE

60" MIN

C

LR

M

IN

TO

G

B

A

FF

A

FF

M

A X

PARTITION

PARTITION

C

LR

M

IN

CLR

6" MIN

FFW

24" MIN

URINAL SCREEN

(WHERE OCCURS)

FFW

13 1/2" MIN

A

FF

M

IN

M A X

A

FF

T O

H O

D

M

A X

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 A X

A

FF

K N

EE

C

LR

M

IN

TO

E

C

LR

"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: 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. 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. 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. 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. 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. 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

M

IN

ENTRANCE SIDE

A

FF

'-6

FOLDING SHOWER

SEAT

3" MIN

A

FF

'-6

M

A X

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

'-6

C

N

TR

TP

'-6

U .N

.O

M

A X

TO

L

EN

S O

F S

TR

O B E

M

IN

M

A X

CLEAR

1'-6"MIN

9" MIN

CL

EQ EQ

CENTERED ON TACTILE

CHARACTERS

T O

P U

LL

L

EV

ER

A

FF

C H A R A C

TE

R S

V

ER

IF

Y

EX

A C T

M O

U N

TI

N G

H

EI

G H

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

TO

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

M

IN

ENTRANCE

SIDE

M

A X

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

6" MAX

MAX

4"

F.F.E.

TOILET

ACCESSORY

TYPE

DRAWING

DESIGNATION

TOILET TISSUE

HOLDER

CL

TA01

M

A X

TA14

M

A X

SOAP

DISPENSER

RECESSED

TA18

M

IN

G R A B B

A R

B O

G B

-1

/2 M

IN

WC

8" FO H

EI

G H T

O F

O

PE

R A B

LE

D

EV

IC

E

H

EI

G H T

O F

O

PE

R A B

LE

D

EV

IC

E

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

TA85

BABY CHANGING

STATION

B O

TT

O

F

R

EF

LE

C

TI

V E

S U R

FA

C E

MIRROR

ADA

M

A X

TO

TA31

TA38

TOILET SEAT

COVER

DISPENSER

ROBE HOOK AT

ACCESSIBLE

LOCATIONS (SEE

ELEVATIONS FOR

STANDARD HOOK HT)

TA33

/3

TA95

MOP AND BROOM

HOLDER

TA24

TA25

H T.

O F

O

PE

R A B

LE

D

EV

IC

E

H

EI

G H T

O F

O

PE

R A B

LE

D

EV

IC

E

H

EI

G H T

O F

O

PE

R A B

LE

D

EV

IC

E

FIRE

EXTINGUISHER

CABINET

FEC

36"

42"

F.F.E.

TA36

SANITARY

NAPKIN

DISPOSAL

GRAB BAR

VERTICAL

TA2318"

NOTE: TOP OF GRAB BAR MAY BE 36"

WHERE USED WITH TANK TOILETS

SEMI RECESSED

WASTE RECEPTACLE &

PAPER TOWEL

DISPENSER

TA2648"

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 APPROACH,

PULL SIDE

M

IN

(E)

HINGE APPROACH,

PULL SIDE

(F)

HINGE APPROACH,

PUSH SIDE

M

IN

(G)

HINGE APPROACH, PUSH

SIDE, DOOR PROVIDED W/

BOTH CLOSER AND LATCH

M

IN

M

IN

MIN

24"

(H)

HINGE APPROACH,

PULL SIDE

M

IN

MIN

24"

(I)

LATCH APPROACH,

PULL SIDE, DOOR

PROVIDED W/ CLOSER

(J)

LATCH APPROACH,

PUSH SIDE

M

IN

MIN

24"

(K)

LATCH APPROACH,

PUSH SIDE, DOOR

PROVIDED W/ CLOSER

M

IN

MIN

24"

404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS, AND MANUAL FOLDING DOORS

(A)

FRONT APPROACH

M

IN

(B)

SIDE APPROACH

M

IN

(C)

POCKET OR HINGE

APPROACH

M

IN

(D)

STOP OR LATCH

APPROACH

M

IN

404.2.4.3 RECESSED DOORS AND GATES

404.2.4.6 DOORS IN SERIES AND GATES IN SERIES

M

IN

(A)

PULL SIDE

(B)

PUSH SIDE

M

IN

X

X

(C)

PUSH SIDE, DOOR PROVIDED

W/ CLOSER & LATCH

M

IN

X

(A)

48" MIN

(B)

48" MIN

(C)

48" MIN

404.2.4.3 RECESSED DOORS AND

GATES. A DOOR CAN BE RECESSED DUE

TO WALL THICKNESS OR BECAUSE OF

CASEWORK AND OTHER FIXED ELEMENTS

ADJACENT TO THE DOORWAY. THIS

PROVISION MUST BE APPLIED WHEREVER

DOORS ARE RECESSED.

MIN

18"

MIN

12"

MIN

36"

MIN

42"

MIN

22"

MIN

22"

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

M

IN

MIN

22"

MIN

24"

MIN

18"

MIN

12"

M

IN

30" X 48" CLEAR

FLOOR AREA AT

LAVATORY

ACCESSIBLE LAVATORY

FRONT APPROACH

PLAN

SECTION

M

A X

M

IN

M

IN

FOR EQUIPMENT

17" MIN CLEARANCE

LAVATORY

CLEARANCES

M

IN

11" MIN

CLEARANCE

8" MIN KNEE

CLEARANCE

6" MAX TOE

FINISH

FLOOR

NON-ACCESSIBLE SHOWER

PLAN DESIGNATION

SH4

PLAN

E L

E V

S

EE

P

LA

N

'-0

SEE PLAN

3'-0" FOF MIN

SH4

EQ EQ

SHOWER

HEAD

CONTROL

AREA

'-6

R

EC

O M

M

EN

D

ED

'-0

ELEVATION

C O

N T

R O

L W

A L

L

SH2

PLAN

30" X 60" CLEAR

FLOOR SPACE SIDE

APPROACH

FO

F M

IN

5'-0" FOF MIN

E L

E V

ROLL-IN SHOWER STALL, NO SHOWER SEAT

PLAN DESIGNATION SH2

TO

C /L

CONTROL

AREA

FLEXIBLE SHOWER

SPRAY HOSE -

60" LONG MIN

15" 3"

ELEVATION

MAX

6"

M A X

"MAX

6"

TA23TA23

TA26

C O

N T

R O

L W

A L

L

SH3

PLAN

30" X 60" CLEAR

FLOOR SPACE SIDE

APPROACH

FO

F M

IN

5'-0" FOF MIN.

ELEV

ROLL-IN SHOWER STALL - W/ SHOWER SEAT

PLAN DESIGNATION SH3

CONTROL

AREA

FLEXIBLE SHOWER

SPRAY HOSE -

60" LONG MIN

MAX

2'-3"

ELEVATION

TO

C /L

M A X

MAX

6"

TA23

TA25

TA44

CONTROL WALL

B ro a d S tr e e t, S u it e

.3

.3

G M

C N

E T

W O

R K

C

O M

A u g u st a

, G A

G o o d w y n M il ls

C a w o o d

, L L

C

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 R

A W

N B

Y

IS

S

U E

C H

E C

K E

D B

Y

D A

T E

G M

C

/3

1/

:5

:5

P M

A C

C E

S S

IB

IL

IT

Y

D A

T A

P A

N T

H E

R D

R , J

E F

F E

R S

O N

, G A

T E

M P

L A

T E

V E

R S

IO

N

.1

N O

T F

O R

C O

N

ST

RU

C

T

IO

N

G 1.

K

P

W J

P

/3

1/

C O

N S

T R

U C

T

IO

N

D O

C U

M E

N T

A T

IO

N

J A

C K

S O

N C

O U

N T

Y E

M S

S T

A T

IO

N

A

A U

G

A C C E S S I B L E P L U M B I N G E L E M E N T S A N D F A C I L I T I E S - E L E V A T I O N V I E W SEE G1.12 FOR PLAN DETAILS

I M P O R T A N T N O T E: A L L H E I G H TS G I V E N B E L O W A R E F R O M F A C E O F F L O O R F I N I S H ( N O T F R O M F I N I S H S L A B )

36" FOF MIN

FO

F M

IN

MIN. 36" WIDE X 48"

LONG CLEAR FLOOR

AREA. MEASURED

FROM CONTROL WALL

C O

N T

R O

L W

A L

L

PLAN

TRANSFER SHOWER STALL

PLAN DESIGNATION SH1

TA43

E L

E V

15" 3" FLEXIBLE SHOWER

SPRAY HOSE -

60" LONG MIN

TO

C /L

/2

M

A X

CONTROL AREA

TA23

TA27

18"

ELEVATION

12"

SH1

FOUNTAIN / COOLER - HI-LO

30" X 48"

CLEAR FLOOR

AREA

1'-6" 1'-6"

'-0

M

A X

A T

A C C

ES

S

IB

LE

PLAN

ELEVATION

61" FOF MIN - SEE PLAN

18"

32" MIN CLEAR

O F

W

ET

W A

LL

M

IN

T

O F

IN

IS

H

W

A

LL

H U

N G

F

IX

TU

R E

I N C

H L

O N G

F

LO

O

R M

TD

FI

XT

U R E

I N C

H L

O N G

ST1

WHEELCHAIR ACCESS. STALL

PLAN DESIGNATION ST1

TA23

TA33

TA24 1

6"

TA25

TA36

TA02TA01or

TO

A

N Y

O B S

TR

U C

TI

O

N

M

IN

CLEARANCE

6" MIN TOE4" MAX

TA37

85" FOF MIN - SEE PLAN

18"

4" MAX

32" MIN CLEAR

O F

W

ET

W A

LL

M

IN

T

O F

IN

IS

H

LL

H U

N G

F

IX

TU

R E

I N C

H L

O

O

R M

TD

FI

XT

U R E

I N C

H L

O N G

ST2

WHEELCHAIR ACCESS. STALL W/LAV.

PLAN DESIGNATION ST2

6"

60" MIN

TA33

TA23

TA24

TA25

TA36

TA02TA01 or

TO

A

N Y

O B S

TR

U C

TI

O

N

M

IN

CLEARANCE

6" MIN TOE

TA37

61" FOF MIN CLEARANCE

6" MIN TOE

18"

'-1

M

IN

T

O F

A C

E O

F W

ET

W

A

LL

S

EE

P

LA

N

"M

A X

ST3

WHEELCHAIR ACCESS. STALL - END OF ROW

PLAN DESIGNATION ST3

LL

H U

N G

F

IX

TU

R E

I N C

H L

O

O

R M

TD

FI

XT

U R E

I N C

H L

O N G

6"

TA33

NOTE: PROVIDE

SUPPORT BRACKET

@ 8'-0" AFF @ THIS

STALL TYPE

TA23

TA24

TA25

TA36

TA02TA01 or

M

IN

C

LE

A R

M

IN

A

IS

LE

A

D

JA

C

EN

T S

TA

LL

D

EP

TH

TA37

61" FOF MIN CLEARANCE

6" MIN TOE

18"

'-1 M

IN

T

O F

A C

E O

F W

ET

W

A

LL

S

EE

P

LA

N

ST4

WHEELCHAIR STALL W /LAV - END OF ROW

PLAN DESIGNATION ST4

LL

H U

N G

F

IX

TU

R E

I N C

H L

O

O

R M

TD

FI

XT

U R E

I N C

H L

O N G

6"

TA33

M

IN

TA23

TA24

TA25

TA36

TA02TA01 or

NOTE: PROVIDE

SUPPORT BRACKET

@ 8'-0" AFF @ THIS

STALL TYPE

M

A X

A

D

JA

C

EN

T S

TA

LL

D

EP

TH

M

IN

M

IN

C

LE

A R

TA37

ST5

18 1/2" 18 1/2"

CLR INSIDE

37" MAX

32" MIN CLEAR

TA33

LL

H U

N G

F

IX

TU

R E

I N C

H L

O

O

R M

TD

FI

XT

U R E

I N C

H L

O N G

TO

F

IN

IS

H F

A C

E O

F W

ET

W

A

LL

TA23

TA25

TA02

TA36

AMBULATORY ACCESSIBLE STALL

PLAN DESIGNATION ST5

"TA01or

TO

A

N Y

O B S

TR

U C

TI

O

N

M

IN

TA37

INSIDE

36" CLEAR

CLEAR

24" MIN

TO

F

IN

IS

H F

A C

E O

F W

ET

W

A

LL

ST6

STANDARD TOILET STALL

PLAN DESIGNATION ST6

TA02

TA33

TA36

18"

TA01 or

TA37

STANDARD URINAL STALL

EQ EQ

PLAN DESIGNATION ST7

HC

ACCESSIBLE URINAL STALL

SEE PLAN

36" MIN CLEAR

EQ EQ

30" X 48" REQ'D.

FLOOR CLEARANCE

AT URINAL

PLAN DESIGNATION ST8

36" MAX. CLR.

30" MIN. CLR.

O

R M

TD

FI

XT

U

R E

A T

LO

LL

H U

N G

F

IX

TU

R E

A T

LO

N G

18"

ACCESSIBLE TOILET ROOM TYPE 1

TA36

TA23

TA25

TA01

TA17

TA03

TA09

TA24

TA33

30" X 48"

LAVATORY CLEAR

SPACE

36" X 48" CLEAR

SPACE REQ'D AT

OUTSWING DOOR

56" X 60" REQ'D

WATER CLOSET

CLEARANCE

ADA WHEELCHAIR

TURNING RADIUS

INSWING OR

OUTSWING DOOR

AS SHOWN ON

FLOOR PLAN

61" MIN CLEAR

INSWING OR OUTSWING DOOR ON FRONT WALL

TA02

or

54" X 60" CLEAR

SPACE REQ'D AT

INSWING DOOR

NOTE:

ACTUAL LOCATIONS OF SOAP

DISPENSERS, TOWEL DISPENSERS

AND WASTE RECEPTACLES MAY VARY.

SEE PLANS FOR LOCATIONS.

7'-6" MIN TO FINISH OF WET WALL

M

IN

T

O F

IN

IS

H O

F W

ET

W

A

LL

TA18 or TA19

TA10thru

6"

TA37

ACCESSIBLE TOILET ROOM TYPE 2

18"

O

R M

TD

FI

XT

U

R E

A T

LO

LL

H U

N G

F

IX

TU

R E

'-2

A T

LO

N G

MIN TO FACE OF

LAVATORY IF DOOR HAS

BOTH CLOSURE & LATCH

M

IN

TA33

TA11

61" MIN CLEAR

OUTSWING DOOR ON SIDE WALL

TA36

TA23

TA25

TA01

TA24

TA02

or

30" X 48"

LAVATORY CLEAR

SPACE

36" X 48" CLEAR

SPACE REQ'D AT

OUTSWING DOOR

56" X 60" REQ'D WATER

CLOSET CLEARANCE

ADA WHEELCHAIR

TURNING RADIUS90" MIN TO FINISH OF WET WALL

M

IN

T

O F

IN

S H O

F W

ET

W

A

LL

TA17

TA03

TA18 or TA19

TA10thru

NOTE:

ACTUAL LOCATIONS OF SOAP

DISPENSERS, TOWEL DISPENSERS

AND WASTE RECEPTACLES MAY

VARY. SEE PLANS FOR LOCATIONS.

TA376"

O

R M

TD

FI

XT

U

R E

A T

LO

LL

H U

N G

F

IX

TU

R E

A T

LO

N G

18"

ACCESSIBLE TOILET ROOM TYPE 3

56" X 60" WATER

CLOSET CLEAR SPACE

ADA WHEELCHAIR

TURNING RADIUS

30" X 48" LAVATORY

CLEAR SPACE

36" X 48" DOOR

APPROACH SPACE

TA33

61" MIN CLEAR

INSWING DOOR ON SIDE WALL

TA09

TA36

TA23

TA25

TA01

TA17

TA03

TA02

or

30" X 48"

LAVATORY CLEAR

SPACE

90" MIN TO FINISH OF WET WALL

M

IN

T

O F

IN

IS

H O

F W

ET

W

A

LL

TA18 or TA19

TA10thru

N…