2-IFB Dwgs.pdf

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Project Number:

Drawing Scale:

Date Issued:

Index Number:

Drawn By:

Checked By:

Project Manager:

22.0

G at ew ay E ng in ee rs

In c.

A ll

R ig ht s

R es er ve d

THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. CS

BWF

BWF

AAS/KML

07/17/2026

AS NOTED

C-6106-0008

COVER SHEET

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FOSTER PARK RESTROOM RENO RE-BID

PREPARED FOR:

101 FOSTER AVENUE

BOROUGH OF INGRAM

40 W PROSPECT AVENUE

PITTSBURGH, PA 15205

CRAFTON, PA 15205

SITE LOCATION MAP

SITE

NOT TO SCALE

SHEET INDEX

NO. TITLE

CS COVER SHEET

A001 GENERAL NOTES AND ACCESSIBILITY DETAILS

A100 DEMOLITION PLAN AND FLOOR PLANS

A200 SCHEDULES AND DETAILS

PROJECT AND CODE SUMMARY

PROJECT SUMMARY

PROJECT ENTAILS THE RENOVATION OF EXISTING RESTROOM FACILITIES IN AN EXISTING BUILDING. RESTROOMS ARE INTENDED TO BE MULTI USER AND ACCESSIBLE IN NATURE. RENOVATION DOES NOT REDUCE THE NUMBER OF EXISTING PLUMBING FIXTURES.

EXISTING RESTROOM FIXTURES ARE TO BE REPLACED IN-KIND.

APPLICABLE CODES:

2021 INTERNATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL BUILDING CODE (AS REFERENCED BY THE 2018 IEBC)

2021 INTERNATIONAL FIRE CODE, NFPA AS REFERENCED

2021 INTERNATIONAL ENERGY CONSERVATION CODE (AS REFERENCED BY THE 2018 IEBC)

ALLEGHENY COUNTY PLUMBING CODE

CODE COMPLIANCE PATHWAY: 2021 INTERNATIONAL EXISTING BUILDING CODE, LEVEL 1 ALTERATIONS

BUILDING INFORMATION

TYPE OF CONSTRUCTION: VB

BUILDING HEIGHT AND AREA: EXISTING, NO CHANGE

PROJECT DOES NOT CONSTITUTE A CHANGE OF USE OR OCCUPANCY

2021 INTERNATIONAL EXISTING BUILDING CODE SUMMARY

SECTION 302.3 MATERIALS ALREADY IN USE IN A BUILDING IN COMPLIANCE WITH REQUIREMENTS OR APPROVALS IN EFFECT AT THE TIME OF THEIR ERECTION OR INSTALLATION SHALL BE PERMITTED TO REMAIN IN USE UNLESS DETERMINED BY THE CODE OFFICIAL TO BE UNSAFE.

SECTION 302.4 EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE, MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. LIKE MATERIALS SHALL BE PERMITTED FOR REPAIRS AND ALTERATIONS, PROVIDED THAT UNSAFE CONDITIONS ARE NOT CREATED. HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD NOT PERMIT THEIR USE

IN BUILDINGS OF SIMILAR OCCUPANCY, PURPOSE AND LOCATION.

SECTION 306.2 BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH THIS CODE AND

THE ALTERATION AND EXISTING BUILDING PROVISIONS IN ICC A117.1, AS APPLICABLE.

SECTION 306.3.1 PROHIBITED REDUCTION IN ACCESSIBILITY. AN ALTERATION THAT DECREASES OR HAS THE EFFECT OF DECREASING ACCESSIBILITY OF A BUILDING, FACILITY OR ELEMENT, THEREOF, BELOW THE REQUIREMENTS FOR NEW CONSTRUCTION AT THE TIME OF THE ALTERATION IS PROHIBITED. THE NUMBER OF ACCESSIBLE ELEMENTS NEED NOT EXCEED THAT REQUIRED FOR NEW CONSTRUCTION AT THE

TIME OF ALTERATION.

SECTION 306.4 EXTENT OF APPLICATION. AN ALTERATION OF AN EXISTING FACILITY SHALL NOT IMPOSE A REQUIREMENT FOR GREATER

ACCESSIBILITY THAN THAT WHICH WOULD BE REQUIRED FOR NEW CONSTRUCTION.

SECTION 306.7 A FACILITY THAT IS ALTERED SHALL COMPLY WITH THE APPLICABLE PROVISIONS IN CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE, ICC A117.1 AND THE PROVISIONS OF SECTIONS 306.7.1 THROUGH 306.7.16, UNLESS TECHNICALLY INFEASIBLE. WHERE COMPLIANCE WITH THIS SECTION IS TECHNICALLY INFEASIBLE, THE ALTERATION SHALL PROVIDE ACCESS TO THE MAXIMUM EXTENT TECHNICALLY FEASIBLE.

SECTION 306.7.1 ALTERATIONS AFFECTING AN AREA CONTAINING A PRIMARY FUNCTION. INSIGHTS WHERE AN ALTERATION AFFECTS THE ACCESSIBILITY TO, OR CONTAINS AN AREA OF PRIMARY FUNCTION, THE ROUTE TO THE PRIMARY FUNCTION AREA SHALL BE ACCESSIBLE. THE ACCESSIBLE ROUTE TO THE PRIMARY FUNCTION AREA SHALL INCLUDE TOILET FACILITIES AND DRINKING FOUNTAINS SERVING THE AREA OF PRIMARY FUNCTION.EXCEPTIONS: 1.THE COSTS OF PROVIDING THE ACCESSIBLE ROUTE ARE NOT REQUIRED TO EXCEED 20 PERCENT OF THE COSTS OF THE ALTERATIONS AFFECTING THE AREA OF PRIMARY FUNCTION.4.THIS PROVISION DOES NOT APPLY TO ALTERATIONS UNDERTAKEN

FOR THE PRIMARY PURPOSE OF INCREASING THE ACCESSIBILITY OF A FACILITY.

SECTION 306.7.6 EXTERIOR ACCESSIBLE ROUTES, INCLUDING CURB RAMPS, SHALL BE NOT LESS THAN 36 INCHES MINIMUM IN WIDTH.

SECTION 701.2 AN EXISTING BUILDING OR PORTION THEROF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN ITS

EXISTING CONDITION.

SECTION 702.1 NEWLY INSTALLED INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE IBC.

SECTION 702.2 NEW INTERIOR FLOOR FINISH, INCLUDING NEW CARPETING USED AS AN INTERIOR FLOOR FINISH MATERIAL, SHALL COMPLY WITH

SECTION 804 OF THE IBC.

SECTION 702.3 NEWLY INSTALLED INTERIOR TRIM MATERIALS SHALL COMPLY WITH SECTION 806 OF THE IBC.

SECTION 703.1 ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF FIRE PROTECTION PROVIDED.

SECTION 704.1 ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF PROTECTION PROVIDED FOR THE MEANS OF EGRESS.

SECTION 708.1 LEVEL 1 ALTERATIONS TO EXISTING BUILDINGS OR STRUCTURES DO NOT REQUIRE THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF THE IECC. THE ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE IECC AS

THEY RELATE TO NEW CONSTRUCTION ONLY.

SECTION C501.1.1 EXCEPT AS SPECIFIED IN THIS CHAPTER, THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL, ALTERATION OR ABANDONMENT OF, NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF, AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN

EXISTENCE AT THE TIME OF ADOPTION OF THIS CODE.

SECTION C503.1 ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF SECTION C503. ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NOT LESS CONFORMING TO THE PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. ALTERATIONS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THOSE PROVISIONS RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE. ALTERATIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. EXCEPTION: 3.EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION, PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION.4.CONSTRUCTION WHERE THE

EXISTING ROOF, WALL OR FLOOR CAVITY IS NOT EXPOSED.

SECTION C504.1 BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE REPAIRED IN COMPLIANCE WITH SECTION C501.3 AND THIS SECTION. WORK ON NONDAMAGED COMPONENTS THAT IS NECESSARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN THIS CHAPTER. ROUTINE MAINTENANCE REQUIRED BY SECTION C501.3, ORDINARY REPAIRS EXEMPT FROM PERMIT AND ABATEMENT OF WEAR DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN THIS SECTION.WHERE A BUILDING WAS CONSTRUCTED TO COMPLY WITH ANSI/ASHRAE/IESNA 90.1, REPAIRS SHALL COMPLY WITH THE STANDARD AND NEED NOT COMPLY WITH SECTIONS C402-C405.

ADDL - ADDITIONAL

ALT - ALTERNATE

ARCH - ARCHITECTURAL

BLDG - BUILDING

BLK (G) - BLOCK(ING)

BTM/ xxx - BOTTOM OF xxx

BTM - BOTTOM

BS - BOTH SIDES

BTW - BETWEEN

CL - CENTERLINE

CLR - CLEAR(ANCE)

CMU - CONCRETE MASONRY UNIT

COL - COLUMN

CONC - CONCRETE

CONN - CONNECTION

CONST - CONSTRUCTION

CONT - CONTINUOUS

CONTR - CONTRACTOR

COORD - COORDINATE

CTR - CENTER(ED)

D - DEPTH or DEEP

DBL - DOUBLE

DEG - DEGREE

DEM - DEMOLITION

DET - DETAIL

DIA - DIAMETER

DIAG - DIAGONAL

DIM - DIMENSION

DIST - DISTANCE

DN - DOWN

DWG - DRAWING

EA - EACH

ELEC - ELECTRICAL

EQ - EQUAL

EW - EACH WAY

EXIST - EXISTING

EXT - EXTERIOR

FIN - FINISH(ED)

FLR - FLOOR

FO xxx - FACE OF xxx

FOF - FACE OF FINISH

FT - FOOT or FEET

GEN - GENERAL

GWB - GYPSUM WALLBOARD

HORIZ - HORIZONTAL

HT - HEIGHT

HVAC - HEATING, VENTILATING/

AIR CONDITIONING

IN - INCHES

INFO - INFORMATION

INSUL - INSULATE or INSULATION

JT - JOINT

L - LENGTH

MAS - MASONRY

MAX - MAXIMUM

MECH - MECHANICAL

MFR - MANUFACTURE(R/D)

MIN - MINIMUM

MISC - MISCELLANEOUS

NA - NOT APPLICABLE

NIC - NOT IN CONTRACT

NIP - NOT IN PERMIT

A. - NUMBER

NTS - NOT TO SCALE

OC - ON CENTER

OFCI - OWNER FURNISHED

CONTRACTOR INSTALLED

OFI - OWNER FURNISHED AND

INSTALLED

PLWD - PLYWOOD

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PT - POINT

REF - REFERENCE

REQD - REQUIRED

SHTG - SHEATHING

SIM - SIMILAR

SPEC - SPECIFICATION

STD - STANDARD

TBR - TO BE REMOVED

THK - THICK(NESS)

TO xxx - TOP OF xxx

TOC - TOP OF CONCRETE

TOSL - TOP OF SLAB

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VERT - VERTICAL

W - WIDTH

W/ - WITH

W/O - WITHOUT

ABBREVIATIONS

48 min m in m in

18 min

(a) front approach, pull side m in

12 min

(c) front approach, push side, door provided with both closer and latch

(i) latch approach, pull side, door provided with closer m in

70 610 24 min

(k) latch approach, push side, door provided with closer

24 min 12 m in

(a) hinged door

32 min m in

24 min m in

36 min

12 min

12 min

60 min base ar m ar m

30 min

48 min m in m in

(a) forward

(b) parallel

4 max

X ³

X m in

48 min 24 max m in m in m in

24 max

17-25

430-635 6 max m in

(a) elevation

(b) plan m in m ax

16-18 405-455

LC

(a) wheelchair accessible water closets m ax m ax

>20-25 max 510-635

20 max

(a) (b) m in

42 max

24 min

1-1/2" min transfer side

12 min

LC

24 min

36 min

12 max

42 min

54 min

LC

39-41 990-1040

-4

0-

18 min

Section 609.4

-3

0-

11 min m in

8 min

9 min

(a) elevation

(b) plan m in

25 max

10 max m ax m ax m ax m ax

> 10-24 max 255-610

(a) (b) m in

60 min

(a) adult wall hung water closet

(b) adult floor mounted water closet and children's water closet

60 min m in

17 - 19 430 - 485

Seat height m in

7-9 180-230 m ax

LC

RESTROOM

9" ON CENTER FROM

DOOR FRAME

RESTROOM

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RESTROOM

9" ON CENTER FROM

DOOR FRAME

RESTROOM

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(g) hinge approach, push side, door provided with both closer and latch m in

54 min

(b) stall type

(a) wall hung type

17 max

13½ min 13½ min

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Project Number:

Drawing Scale:

Date Issued:

Index Number:

Drawn By:

Checked By:

Project Manager:

22.0

G at ew ay E ng in ee rs

In c.

A ll

R ig ht s

R es er ve d

THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. A001

BWF

BWF

AAS/KML

07/17/2026

AS NOTED

C-6106-0008

GENERAL NOTES

AND ACCESSIBILITY

DETAILS

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1. OBTAIN EXTINGUISHERS FROM ONE SOURCE FROM A SINGLE MANUFACTURER. UL-LISTED PRODUCTS: FIRE EXTINGUISHERS SHALL BE UL LISTED WITH UL LISTING MARK FOR TYPE, RATING, AND CLASSIFICATION OF EXTINGUISHER. FIRE EXTINGUISHERS APPROVED BY FACTORY MUTUAL RESEARCH CORPORATION FOR TYPE, RATING, AND CLASSIFICATION OF EXTINGUISHER WITH FM MARKING. FABRICATE AND LABEL FIRE EXTINGUISHERS TO COMPLY WITH NFPA 10, "STANDARDS

FOR PORTABLE FIRE EXTINGUISHERS".

2. PROVIDE FIRE EXTINGUISHERS FOR EACH CABINET AND OTHER LOCATIONS INDICATED, IN COLORS AND FINISHES SELECTED BY ENGINEER FROM MANUFACTURER'S STANDARD THAT COMPLY WITH AUTHORITIES HAVING JURISDICTION.

MULTIPURPOSE DRY CHEMICAL TYPE: UL-RATED 2-A:10:B:C, 5-LB NOMINAL CAPACITY, IN ENAMELED STEEL CONTAINER.

3. INSTALL FIRE EXTINGUISHERS AND CABINETS AS INDICATED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN

INSTRUCTIONS AND RECOMMENDATIONS. COMPLY WITH THE FOLLOWING:

A. MAXIMUM DISTANCE A.F.F. TO TOP OF ANY EXTINGUISHER SHALL BE 4'-0", IN ACCORDANCE WITH THE AMERICANS WITH

DISABILITIES ACT.

5. INSTALL IN LOCATIONS INDICATED OR, IF NOT INDICATED, AT LOCATIONS DIRECTED BY ENGINEER TO COMPLY WITH

APPLICABLE REGULATIONS OF GOVERNING AUTHORITIES.

A. PREPARE RECESSES IN WALLS FOR CABINETS AS REQUIRED BY TYPE AND SIZE OF CABINET AND STYLE OF TRIM AND TO

COMPLY WITH MANUFACTURER'S INSTRUCTIONS.

B. FASTEN MOUNTING BRACKETS AND CABINETS TO STRUCTURE, SQUARE AND PLUMB.

FIRE EXTINGUISHERS 1. SUBMIT SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, AND LARGE-SCALE SECTIONS OF TYPICAL MEMBERS AND OTHER COMPONENTS. SHOW MOUNTING METHODS, GROUNDS, MOUNTING HEIGHTS, LAYOUT, SPACING, REINFORCEMENT, ACCESSORIES, AND INSTALLATION DETAILS.

A. PROVIDE MESSAGE LIST FOR EACH SIGN, INCLUDING LARGE-SCALE DETAILS OF WORDING, LETTERING AND BRAILLE

LAYOUT.

2. FIELD MEASUREMENTS: WHERE SIZES OF SIGNS ARE DETERMINED BY DIMENSIONS OF SURFACES ON WHICH THEY ARE

INSTALLED, VERIFY DIMENSIONS BY FIELD MEASUREMENT BEFORE FABRICATION AND INDICATE MEASUREMENTS ON SHOP

DRAWINGS.

3. THE ENGINEER WILL MAKE THE FINAL SELECTION OF MATERIALS. ALL SIGNAGE SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH IBC AND ADA REQUIREMENTS.

4. GENERAL: LOCATE SIGNS AND ACCESSORIES WHERE INDICATED, USING MOUNTING METHODS OF TYPES DESCRIBED AND IN

COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

A. INSTALL SIGNS LEVEL, PLUMB, AND AT HEIGHTS INDICATED, WITH SIGN SURFACES FREE FROM DISTORTION AND OTHER

DEFECTS IN APPEARANCE.

B. INTERIOR WALL SIGNS: INSTALL SIGNS ON WALLS ADJACENT TO LATCH SIDE OF DOOR WHERE APPLICABLE. WHERE NOT

INDICATED OR POSSIBLE, SUCH AS DOUBLE DOORS, INSTALL SIGNS ON NEAREST ADJACENT WALLS. LOCATE TO ALLOW APPROACH WITHIN 3 INCHES (75 MM) OF SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN

SWING OF DOOR.

5. PROVIDE BRACKET-MOUNTED UNITS: PROVIDE MANUFACTURER'S STANDARD BRACKETS, FITTINGS, AND HARDWARE AS APPROPRIATE FOR MOUNTING SIGNS THAT PROJECT AT RIGHT ANGLES FROM WALLS AND CEILINGS. ATTACH BRACKETS AND FITTINGS SECURELY TO WALLS AND CEILINGS WITH CONCEALED FASTENERS AND ANCHORING DEVICES TO COMPLY

WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

SIGNAGE NOTES

1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE, 2021 EDITION, AND

ALL OTHER APPLICABLE BUILDING CODES.

2. SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION.

3. THESE DRAWINGS HAVE BEEN PRODUCED ON THE GATEWAY ENGINEERS, INC. CADD SYSTEM. ANY OTHER MARKS AFFIXED TO THE DRAWINGS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE BEEN MADE WITHOUT THE THE

AUTHORIZATION OF GATEWAY ENGINEERS AND ARE THEREFORE INVALID.

4. IF ANY ERRORS OR OMISSIONS APPEAR IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING

WITH THE WORK.

5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE OWNER AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRUCTURAL FEATURES, U.N.O. THE ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK RELATED TO DIMENSIONS.

SCALING OF DRAWINGS TO OBTAIN DIMENSIONS SHALL NOT BE DONE AT ANY TIME. IF A REQUIRED DIMENSION IS NOT PROVIDED, THE CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION TO THE ENGINEER FOR CLARIFICATION. U.N.O.

CONTRACTOR SHALL PROVIDE EQUAL SPACING OF STRUCTURAL COMPONENTS BETWEEN OVERALL DIMENSIONS PROVIDED

ON THE DRAWINGS.

6. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER.

7. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE

INSPECTION OF THE ABOVE ITEMS.

8. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE EXISTING AND NEW STRUCTURE AND ALL STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE STRUCTURAL

DOCUMENTS.

9. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE CHECKING AGENCY PRIOR TO THEIR USE. ALL REQUIREMENTS OF

THOSE APPROVALS SHALL BE FOLLOWED.

10. CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES (OF SHOP DRAWINGS, IN PDF FORM, FOR REVIEW OF GATEWAY ENGINEERS, INC. SHOP DRAWINGS SHOULD PROVIDE A COMPLETE COMPLETE INFORMATION FOR THE PRODUCTS AND/OR COMPONENTS BEING SUBMITTED. INCLUDING BUT NOT LIMITED TO: MEMBER SIZES AND LOCATIONS, GRADES OF MATERIALS, MATERIAL FINISH/COATING, CONNECTIONS, AND ANY SPECIAL REQUIREMENTS FOR INSTALLATION/ERECTION.

11. THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE STRUCTURAL DRAWINGS OR ANY PORTIONS THEREOF INTO THE

SHOP DRAWINGS WITHOUT WRITTEN PERMISSION OF GATEWAY ENGINEERS, INC.

12. THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT IS FOR GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY COMMENTS EXPRESSED AS PART OF THE REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THEIR CONTRACTUAL OBLIGATION TO PROVIDE THE OWNER WITH THE PROJECT OUTLINED IN THE CONTRACT DOCUMENTS. ANY SUBMITTALS REVISED AND RESUBMITTED FOR REVIEW OR RECORD PURPOSES SHALL HAVE

THE SUBSEQUENT REVISIONS CLOUDED ON THE RESUBMITTED SHEETS.

13. ENGINEER IS NOT RESPONSIBLE FOR VERIFICATION OF PRESENCE OF EXISTING FIRE WALLS, FIRE PARTITIONS, SMOKE BARRIERS, ETC. GENERAL CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY IF A RATED ASSEMBLY OR OTHER FIRE PROTECTED ASSEMBLY IS DISTURBED DURING DEMOLITION OR THE COURSE OF NEW CONSTRUCTION.

GENERAL NOTES

603.6 Operable Parts

Operable parts on towel dispensers and hand dryers serviing lavatories complying with Section 606 shall comply with Table 603.6

ICC A117.1 2009 CODE NOTE:

TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT

Maximum Reach Depth

Maximum Reach Height

0.5 inch (13 mm)

48 inches (1220 mm)

2 inches (51 mm)

46 inches (1170 mm)

5 inches (125 mm)

42 inches (1065 mm)

6 inches (150 mm)

40 inches (1015 mm)

9 inches (230 mm)

36 inches (915 mm)

11 inches (280 mm)

34 inches (865 mm)

NOTE: SIGNAGE TO BE

PROVIDED BY OWNER

MASONRY NOTES

1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF 'BUILDING CODE REQUIREMENTS FOR

MASONRY STRUCTURES', TMS 402/ACI 530/ASCE 5, AND THE 'SPECIFICATIONS FOR MASONRY STRUCTURES', TMS 602/ACI

530/ASCE 6.

2. SOLID AND HOLLOW LOAD BEARING CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. FURNISH CONCRETE BLOCK UNITS WITH NET AREA COMPRESSIVE STRENGTH AS SPECIFIED IN THE ABOVE MENTIONED CODE REFERENCES PER THE UNIT

STRENGTH METHOD.

3. MORTAR SHALL CONFORM TO THE PROPERTY SPECIFICATION OF ASTM 270, TYPE S.

4. GROUT SHALL CONFORM TO ASTM C476. FURNISH FINE GROUT WHEN WIDTH OF GROUT SPACE IS LESS THAN 2" OR WHEN REINFORCING HAS LESS THAN 1/2" CLEARANCE. FURNISH COURSE GROUT AT ALL OTHER INSTANCES.

5. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF MASONRY (F'm) EQUALS 1500 PSI

6. FULL BED AND HEAD JOINTS SHALL BE USED

7. GROUT SOLID ALL CELLS IN MASONRY UNITS CONTAINING REINFORCING, WHERE INSTALLED BELOW GRADE, AND WHERE

INDICATED ON PLANS/SECTIONS.

8. HORIZONTAL JOINT REINFORCING FOR ALL EXTERIOR AND LOAD BEARING WALLS SHALL BE GALVANIZED TRUSS OR LADDER

REINFORCING.

9. ALL MASONRY WORK TO BE COMPLETED IN COLD WEATHER SHALL BE IN CONFORMANCE WITH THE ABOVE MENTIONED CODE

RECOMMENDATIONS FOR COLD WEATHER CONSTRUCTION.

10. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.

11. PROVIDE LAP SPLICES OF 72 BAR DIAMETERS WHERE SPLICING IS REQUIRED.

AutoCAD SHX Text Figure 305.3 Clear Floor or Ground Space

AutoCAD SHX Text Figure 304.3.2 T-Shaped Turning Space

AutoCAD SHX Text Figure 307.2 Limits of Protruding Objects

AutoCAD SHX Text Figure 403.5.1 Clear Width of an Accessible Route

AutoCAD SHX Text Figure 306.2 Toe Clearance

AutoCAD SHX Text Figure 308.2.1 Unobstructed Forward Reach

AutoCAD SHX Text Figure 604.2 Water Closet location

AutoCAD SHX Text Figure 308.2.2 Obstructed High Forward Reach

AutoCAD SHX Text Figure 604.7 Dispenser Outlet Location

AutoCAD SHX Text Figure 604.5.1 Side Wall Grab Bar at Water Closets

AutoCAD SHX Text Figure 604.5.2 Rear Wall Grab Bar at Water Closets

AutoCAD SHX Text Figure 306.3 Knee Clearance

AutoCAD SHX Text Figure 308.3.2 Obstructed High Side Reach

AutoCAD SHX Text Figure 604.4 Water Closet Seat Height

AutoCAD SHX Text Figure 604.7 Dispenser Outlet Location

AutoCAD SHX Text Figure 605.2 Height and Depth of Urinals

MATERIALPRODUCTTRADENAMEMODELNUMBER

9'-5" F.V.

'-7

4"

F .V

'-9

1 4" F

.V

9'-4" F.V.

REMOVE

EXISTING

FLOOR DRAIN

GRATE,

TYP. OF 2

EXISTING LOUVER

TO REMAIN

REMOVE AND DISPOSE OF

EXISTING WATER CLOSET.

PLUMBING CONNECTIONS ARE

EXISTING TO REMAIN;

PLUMBER SHALL USE EXISTING

LINES TO CONNECT TO NEW

WATER CLOSET FIXTURES PER

APPLICABLE CODES AND AHJ

REGULATIONS, TYP. OF 3

EXISTING PLUMBING

VENT STACK AND

WATERLINE TO

REMAIN

DEMOLISH DOOR AND FRAME;

PATCH AND REPAIR ADJACENT

SURFACES FOR NEW DOOR AND

FRAME INSTALLATION

DEMOLISH EXISTING CMU

PARTITION WALL, TYP.

FLOORS AND WALLS TO BE PATCHED AND

REPAIRED, TYP. ALL SURFACES TO BE PREPARED

FOR NEW CONSTRUCTION. COORDINATE ALL

CONSTRUCTION DOCUMENTS FOR

MANUFACTURER STANDARD PREPARATION AND

INSTALLATION REQUIREMENTS, TYP.

EXISTING CMU

WALL TO REMAIN;

PROTECT

SAW CUT CMU WALL TO SHIFT

DOORWAY; CONTRACTOR SHALL

SHORE OPENING DURING

CONSTRUCTION AND CONFIRM

CONCRETE LINTEL (ABOVE) SPANS

TO RETURN WALL. CONTRACTOR

SHALL INFORM E.O.R. IMMEDIATELY IF

CONCRETE LINTEL DOES NOT SPAN

TO RETURN WALL.

PATCH AND REPAIR SURFACES FOR

NEW DOOR AND FRAME

INSTALLATION.

REMOVE AND DISPOSE OF

EXISTING URINAL. PLUMBING

CONNECTIONS ARE EXISTING

TO REMAIN; PLUMBER SHALL

USE EXISTING LINES TO

CONNECT TO NEW URINAL

FIXTURES PER APPLICABLE

CODES AND AHJ REGULATIONS

REMOVE AND DISPOSE OF

EXISTING LAVATORY. PLUMBING

CONNECTIONS ARE EXISTING TO

REMAIN; PLUMBER SHALL USE

EXISTING LINES TO CONNECT TO

NEW LAVATORY FIXTURES PER

APPLICABLE CODES AND AHJ

REGULATIONS, TYP. OF 2.

EXISTING LOUVER TO REMAIN

EXISTING PLUMBING VENT STACK

AND WATERLINE TO REMAIN

DEMOLISH DOOR AND FRAME;

PATCH AND REPAIR ADJACENT

SURFACES FOR NEW DOOR AND

FRAME INSTALLATION

EXISTING SURFACE-MOUNTED

JUNCTION BOX AND LIGHT SWITCH

TO BE RELOCATED

EXISTING LIGHTING TO

REMAIN; PROTECT.

TYPICAL EACH RESTROOM.

MATERIAL PRODUCT TRADENAME MODELNUMBER

9'-5" F.V.

9'-4" F.V.

4' -6

" H O

LD

C

LE

AR

7"

4'-6" 4'-6"

4' -8

" H O

LD

C

LE

AR

5' -0

5'-0" HOLD

CLEAR 4'-4"

5' -0

" H O

LD

C

LE

AR

5'-0" HOLD

CLEAR

NEW WATER CLOSET PER PLUMBING

FIXTURE SPECIFICATIONS (OR

APPROVED EQUAL). PLUMBER SHALL

USE EXISTING LINES TO CONNECT TO

NEW TOILET PER APPLICABLE CODES

AND AHJ REGULATIONS, TYP. OF 3

D-1

D-2

6" CMU

PARTITION WALL

(6'-6" TALL MIN.),

TYP.

6" CMU

PARTITION WALL

(6'-6" TALL MIN.),

TYP.

CONTRACTOR SHALL REPAIR

ANY WALL, CEILING AND

FLOOR FINISHES DISTURBED

DURING CONSTRUCTION, TYP.

FLOORS AND WALLS TO BE PATCHED AND

REPAIRED, TYP. ALL SURFACES TO BE PREPARED

FOR NEW CONSTRUCTION. COORDINATE ALL

CONSTRUCTION DOCUMENTS FOR

MANUFACTURER STANDARD PREPARATION AND

INSTALLATION REQUIREMENTS, TYP

NEW

STAINLESS

STEEL FLOOR

DRAIN GRATE,

TYP. OF 2

NEW LAVATORY PER PLUMBING

FIXTURE SPECIFICATIONS

(OR APPROVED EQUAL).

USE EXISTING LINES TO CONNECT

TO NEW LAVATORY PER

APPLICABLE CODES AND AHJ

REGULATIONS, TYP. OF 2

NEW URINAL PER PLUMBING

FIXTURE SPECIFICATIONS (OR

APPROVED EQUAL)

USE EXISTING LINES TO CONNECT

TO NEW URINAL PER APPLICABLE

CODES AND AHJ REGULATIONS

NEW TOILET PARTITIONS PER

ACCESSORY SCHEDULE AND

SPECIFICATIONS, TYP.

NEW CMU INFILL TO MATCH

EXISTING WALL THICKNESS. GROUT

CELLS SOLID AND REINF. W/ #5

VERT. BAR. DOWEL INTO BOND

BEAM (ABOVE) AND SLAB-ON-GRADE

(BELOW) WITH #5 DOWELS USING

HILTI-HY 200-R V3 ADHESIVE

ANCHORING SYSTEM (6" MIN.

EMBED) (OR APPROVED EQUAL).

RELOCATE EXISTING

SURFACE-MOUNTED JUNCTION BOX

AND LIGHT SWITCH PER

APPLICABLE ELECTRICAL AND

ACCESSIBILITY CODES

CONTRACTOR SHALL PROTECT VENT

STACK AND WATERLINE DURING

CONSTRUCTION. CONTRACTOR

SHALL CONSTRUCT WALL AROUND

PIPES AS TO NOT DISTURB PIPING. IF

PIPING IS DAMAGED DURING

CONSTRUCTION, CONTRACTOR

SHALL REPAIR AT NO ADDITIONAL

COST. (TYP. OF 2 LOCATIONS)

EXISTING SIDEWALK (TO PARKING)

1'-4" MIN.

1'-6" MAX.

1'-4" MIN.

1'-6" MAX.

SEALING OF EXISTING

CONCRETE, CAULKING

OF FLOOR AND WALL

PERIMETER, ALL

INTERIOR WALL AND

CEILING PAINTING,

INCLUDING EXISTING

LOUVERS, BY OTHERS

(NO SCOPE)

MATERIALPRODUCTTRADENAMEMODELNUMBER

5'-0" CLEAR

4' -1

1" C

LE

AR

2'-6"

4' -0

5'-0" CLEAR

4' -1

1" C

LE

AR

4' -0

2'-6"

1' -6

" M

IN

C

LE

AR

5'-0" MIN. CLEAR

2' -0

" M

IN

C

LE

AR

4'-0" MIN. CLEAR

Ø5'-0"Ø5'-0"

2'-0" MIN.

CLEAR

1'-10" MIN.

CLEAR

4' -0

" M

IN

. C

LE

AR

4' -6

" M

IN

. C

LE

AR

" M

IN

C

LE

AR

32" MIN.

CLEAR

D-1

D-2

EXISTING SIDEWALK (TO PARKING)

4' -0

2'-6"

1'-4" MIN.

1'-6" MAX.

1'-4" MIN.

1'-6" MAX.

MATERIALPRODUCTTRADENAMEMODELNUMBER

9B

9A

10 10

A

FU

LL

-S

ER

VI

CE

C

IV

IL

E

NG

IN

EE

RI

NG

F

IR

M

W W

W .G

AT

EW

AY

EN

G

IN

EE

RS

.C

TS

BU

RG

H

B

U

TL

ER

5-

4-

PR

EP

AR

ED

F O

R

R

EV

IS

IO

N R

EC

O

R D

N o

D at e

Pa th

F ile na m e=

G :\P ro je ct s\

\6

6\ -0

Fo st er P ar k

AD

A

R es tro om s\ D w g\

-S he et

\A D

A R es tro om R en ov at io n.

dw g Pl ot D at e=

7/

/2

4:

P

M K ay le

M . L an gf or d

Sa ve

D at e= 7/

/2

1:

P M

Project Number:

Drawing Scale:

Date Issued:

Index Number:

Drawn By:

Checked By:

Project Manager:

22.0

G at ew ay E ng in ee rs

In c.

A ll

R ig ht s

R es er ve d

THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. A100

BWF

BWF

AAS/KML

07/17/2026

AS NOTED

C-6106-0008

DEMOLITION PLAN

AND FLOOR PLANS

PI

TT

SB

U

R G

H , P

A

C R

AF

TO

N , P

A

W

P R

O

SP

EC

T

AV

EN

U E

FO

ST

ER

A

VE

N

U E

BO

R

O U

G H

O F

IN

G

R

AM

FO

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P

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ES

TR

O

O M

R

EN

O R

E-

BI

D

SCALE:

EXISTING CONDITIONS AND DEMOLITION PLANA100

3/8" = 1'-0"

NOTES:

1. GENERAL CONTRACTOR SHALL PROTECT ALL FINISHES AND ELEMENTS

TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

2. LAYOUT SHOWN IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL

EXISTING LAYOUTS AND DIMENSIONS IN FIELD.

SCALE:

RESTROOM FLOOR PLANA100

3/8" = 1'-0"

NOTES:

1. ALL PLUMBING FIXTURES AND ACCESSORIES SHALL BE MOUNTED IN

COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS.

2. GENERAL CONTRACTOR SHALL REPAIR AND RESTORE ANY AND ALL

FINISHES DAMAGED DURING CONSTRUCTION.

3. CONTRACTOR TO VERIFY PLACEMENT OF PLUMBING FIXTURES, PARTITIONS

AND ACCESSORIES FOR ACCESSIBILITY COMPLIANCE PER PROVIDED

DRAWINGS AND TYPICAL DETAILS, APPLICABLE CODES AND REQUIREMENTS

OF AUTHORITIES HAVING JURISDICTION.

4. GENERAL CONTRACTOR SHALL PROTECT ALL EXISTING TO REMAIN

ELEMENTS DURING CONSTRUCTION.

SCALE:

RESTROOM ACCESSIBILITY PLANA100

3/8" = 1'-0" SCALE:

RESTROOM ACCESSORY KEY PLANA100

3/8" = 1'-0"

NOTES:

1. ALL PLUMBING FIXTURES AND ACCESSORIES SHALL BE MOUNTED IN COMPLIANCE WITH

ACCESSIBILITY REQUIREMENTS.

2. GENERAL CONTRACTOR SHALL REPAIR AND RESTORE ANY AND ALL FINISHES DAMAGED

DURING DEMOLITION AND CONSTRUCTION.

3. CONTRACTOR TO VERIFY PLACEMENT OF PLUMBING FIXTURES, PARTITIONS AND

ACCESSORIES FOR ACCESSIBILITY COMPLIANCE PER PROVIDED DRAWINGS AND TYPICAL

DETAILS, APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

3'-0"

6' -1

0"

KICK PLATE. SEE

'DOOR HARDWARE

SCHEDULE'

3'-0"

6' -1

0"

REFER TO PLANS

FOR DOOR

SWING DIRECTION

KICK PLATE. SEE

'DOOR HARDWARE

SCHEDULE'

1' -0

3'-4"

2" 3'-0"

7' -0

2"

2" 6'

-1 0"

1' -7

M

AX

3' -0

" M

AX

2' -1

0" M

AX

3' -4

M

AX

TO

R

EF

LE

C

TI

VE

S

U R

FA

C

E

WALL-MOUNTED LAVATORY PER PLANS

FLOOR-MOUNTED TOILET PER

PLANS

4' -0

" M

AX

TO

O

PE

R

AB

LE

E

LE

M

EN

T

4' -0

" M

AX

TO

O

PE

R

AB

LE

E

LE

M

EN

T

-4

1"

12"

MIN.

3'-2"

2" 2'-10"

7' -0

2"

2" 6'

-1 0"

2'-10"

6' -1

0"

1' -0

KICK PLATE. SEE

'DOOR HARDWARE

SCHEDULE'

2'-10"

6' -1

0"

REFER TO PLANS

FOR DOOR

SWING DIRECTION

KICK PLATE. SEE

'DOOR HARDWARE

SCHEDULE'

A

FU

LL

-S

ER

VI

CE

C

IV

IL

E

NG

IN

EE

RI

NG

F

IR

M

W W

W .G

AT

EW

AY

EN

G

IN

EE

RS

.C

TS

BU

RG

H

B

U

TL

ER

5-

4-

PR

EP

AR

ED

F O

R

R

EV

IS

IO

N R

EC

O

R D

N o

D at e

Pa th

F ile na m e=

G :\P ro je ct s\

\6

6\ -0

Fo st er P ar k

AD

A

R es tro om s\ D w g\

-S he et

\A D

A R es tro om R en ov at io n.

dw g Pl ot D at e=

7/

/2

4:

P

M K ay le

M . L an gf or d

Sa ve

D at e= 7/

/2

1:

P M

Project Number:

Drawing Scale:

Date Issued:

Index Number:

Drawn By:

Checked By:

Project Manager:

22.0

G at ew ay E ng in ee rs

In c.

A ll

R ig ht s

R es er ve d

THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION. A200

BWF

BWF

AAS/KML

07/17/2026

AS NOTED

C-6106-0008

SCHEDULES AND

DETAILS

PI

TT

SB

U

R G

H , P

A

C R

AF

TO

N , P

A

W

P R

O

SP

EC

T

AV

EN

U E

FO

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A

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N

U E

BO

R

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G H

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G

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AM

FO

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DOOR SCHEDULE

MARK COUNT DOOR AND FRAME TYPE DOOR MATERIAL FRAME MATERIAL GLAZING HEIGHT WIDTH HDWR. SET NO.

D1 1 1/A200 HEAVY DUTY H.M. NO 6' - 10" 2' - 10" 1

QTY. ITEM MANUFACTURER PRODUCT FINISH

DOOR HARDWARE SCHEDULE - SET NO. 2

HINGES

CLOSER WITH STOP

HAGAR US 32D

EN

BB1191 (STAINLESS)

281-PS -DA

SILENCERS 608

KICK PLATE 8400 (12" x 32")

SARGENT

SARGENT

IVES

2 PAIR

SCALE:

DOOR AND FRAME DETAILA200

3/4" = 1'-0"

DOOR AND FRAME NOTES:

1) ALL HOLLOW METAL (H.M.) DOOR FRAMES TO BE WELDED, U.N.O.

2) REFER TO SCHEDULE FOR SPECIFIC HARDWARE SETS

3) PROVIDE ANSI/ADA COMPLIANT ALUMINUM THRESHOLDS AND FULL WEATHER STRIPPING AT ALL EXTERIOR DOORS

4) PROVIDE WALL OR FLOOR MOUNTED DOOR STOPS AT ALL NEW DOOR LOCATIONS

5) ALL DOORS AND FRAMES SHALL BE FACTORY PAINTED FROM MANUFACTURER'S FULL COLOR RANGE OR BE FIELD PAINTED.

6) ALL DOORS SHALL HAVE TACTILE ACCESSIBLE SIGNAGE IN ACCORDANCE WITH ANSI/ADA STANDARDS. REFER TO A000 FOR TYPICAL DETAIL AND MOUNTING INFORMATION

US 32D

US 32D

WELDED H.M.

DOOR STOP1 ULINE H-11877SS US 32D

COMMENTS

1 DEAD BOLT SCHLAGE B661P US 26D

SCALE:

TYPICAL ACCESSIBLE FIXTURE AND

ACCESSORY MOUNTING HEIGHTSA200

N.T.S.

PLUMBING ACCESSORY SCHEDULE

ITEM NO. DESCRIPTION

SURFACE-MOUNTED MULTIROLL TOILET TISSUE DISPENSER

SURFACE-MOUNTED SOAP DISPENSER

GRAB BAR - 42" (SATIN FINISH)

FRAMED MIRROR 24"x36" (STAINLESS STEEL)

9B

GRAB BAR - 18" (SATIN FINISH) (VERTICAL MOUNT)

ANSI/ADA COMPLIANT TACTILE MENS ACCESSIBLE RESTROOM SIGNAGE

MANUF. CODE NO.

B-6806x42

BOBRICK B-27460

B-818615

BOBRICK B-290

*S-15597

BOBRICK

*COLOR TO BE SELECTED BY OWNER FROM MANUFACTURER'S FULL RANGE

**REFER TO MANUFACTURER SPECIFICATIONS FOR ANSI/ADA COMPLIANT INSTALLATION

BOBRICK2

GRAB BAR - 36" (SATIN FINISH)7

**B-43949SURFACE MOUNTED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE

SANITARY NAPKIN DISPOSAL BOBRICK B-270

NOTES:

1. ALL PLUMBING FIXTURES AND ACCESSORIES (GRAB

BARS, SOAP DISPENSER, ETC.) SHALL BE MOUNTED IN

COMPLIANCE WITH ANSI/ADA REQUIREMENTS AND

A000 TYPICAL DETAILS.

D2 1 2/A200 NO 6' - 10" 3' - 0" 2WELDED H.M.

SCALE:

DOOR AND FRAME DETAILA200

3/4" = 1'-0"

CONTRACTOR SHALL FIELD MEASURE EXISTING MASONRY

OPENING AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION

QTY. ITEM MANUFACTURER PRODUCT FINISH

DOOR HARDWARE SCHEDULE - SET NO. 1

HINGES

CLOSER WITH STOP

HAGAR US 32D

EN

BB1191 (STAINLESS)

281-PS -DA

SILENCERS 608

KICK PLATE 8400 (12" x 34")

SARGENT

SARGENT

IVES

2 PAIR

2 PUSH PLATE WITH HANDLE ROCKWOOD 102X70B US 32D

US 32D

US 32D

DOOR STOP1 ULINE H-11877SS US 32D

HEAVY DUTY H.M.

DEAD BOLT SCHLAGE B661P US 26D

2 PUSH PLATE WITH HANDLE ROCKWOOD 102X70B US 32D

BOBRICK

BOBRICK

BOBRICK

ULINE

B-6806x18

B-6806x36

FLOOR MOUNTED SOLID PLASTIC HPL TOILET PARTITIONS WITH STAINLESS STEEL BASE

(7 FEET HIGH)

CONTRACTOR SHALL FIELD MEASURE EXISTING MASONRY

OPENING AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION

9A ANSI/ADA COMPLIANT TACTILE WOMENS ACCESSIBLE RESTROOM SIGNAGE *S-15598ULINE

BOBRICK DESIGNER SERIES

NOTES:

1) DOORS SHALL PROVIDE 32" MINIMUM CLEAR WIDTH COMPLYING WITH ANSI/ADA REQUIREMENTS.