CON26-0006_Attachment_4_Precita_Park_-_PRC_100__CD.pdf

PDF 4 MB Posted Jul 16, 2025

Attached to: EXT REC | CON26-0006 Precita Park - MLBE
Solicitation number: SFGOV-0000010933
Issued by: San Francisco County, San Francisco City, California

About this file

Written by GovTribe AI · Mar 17, 2026

This is a design submittal document prepared by Public Restroom Company for the City of San Francisco's Precita Park Restroom/Storage Building project, a 206-square-foot, single-story structure designed to accommodate accessible all-gender restrooms, an accessible lavatory vestibule, and a mechanical/storage room. The building, located at 3200 Folsom Street in San Francisco, is classified as Type V-B construction with a building height of 12 feet 3 inches and includes comprehensive architectural, structural, plumbing, and electrical design specifications. The project includes accessibility compliance features meeting ADA Title II and 2010 ADS standards, with detailed floor plans, exterior and interior elevations, door and hardware schedules, and fixture specifications. A pre-bid meeting is scheduled for Thursday, July 24, 2025 at 10:00 AM at Precita Park; all project questions must be submitted by Thursday, July 31, 2025 at 5:00 PM; and sealed bids are due no later than Thursday, August 7, 2025 at 2:30 PM, emailed to the City's procurement contact.

This is a Micro LBE Set-Aside solicitation with an Engineer's Estimate of $200,000 and requires a California Class A Contractor's License. The project is funded by the City of San Francisco and designed in compliance with 2022 California Building, Plumbing, Electrical, Green, and Energy Codes. Site work requirements, to be completed by others, include concrete foundation preparation, compacted building pad engineered to support 1500 PSF soil bearing with 90 percent subgrade compaction, electrical service, water service, and sewer service connections. The building specifications include non-habitable space designation with no heating or cooling provisions, prefinished metal roof panels, board-and-batten siding, concrete epoxy flooring in all rooms, and interior fixtures including one accessible water closet with chair carrier, one wall-mounted lavatory, one mop sink, two floor drains with trap primer systems, and a 20-gallon commercial electric water heater. Electrical provisions include a 100-amp single-phase panel, LED lighting with occupancy sensors, and five GFCI duplex receptacles. Project Manager Eoanna Goodwin (eoanna.goodwin@sfgov.org) oversees the City's portion, with design coordination by Public Restroom Company (chad@publicrestroomcompany.com).

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Other files

File	Type	Posted
CON25-0006_Precita_Park_Improvements_Solicitation_-_MLBE.pdf	PDF	Jul 16, 2025
Attachment_B_-_OLSE_2025.pdf	PDF	Jul 16, 2025
Attachment_C_-_General_Conditions.pdf	PDF	Jul 16, 2025
EXT_REC___CON26-0006_Precita_Park_-_MLBE.xml	XML file	Jul 16, 2025
Attachment_D_-_Subcontractor_Listing_-_00435_SF_First.pdf	PDF	Jul 16, 2025
CON26-0006_Attachment_1_Specs.pdf	PDF	Jul 16, 2025
CON26-0006_Addendum_1.pdf	PDF	Jul 16, 2025
EXT_REC___CON26-0006_Precita_Park_-_MLBE.pdf	PDF	Jul 16, 2025
CON26-0006_Bid_Opening.pdf	PDF	Jul 16, 2025
Attachment_A_-_CMD_Attachment_4.pdf	PDF	Jul 16, 2025
CON26-0006_Attachment_2_Plans.pdf	PDF	Jul 16, 2025
CON26-0006_Attachment_3_04.21.25_Utility_Submittal__11891.pdf	PDF	Jul 16, 2025
CON26-0006_Addendum_2.pdf	PDF	Jul 16, 2025

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NOT FOR C

ONSTRUCTIO

NOT FOR LO

CAL J

URISDIC

TIO

N R

EVIEW

T-1TITLE SHEET

PRECITA PARK

Restroom / Storage Building

-J un -2

A M

PROJECT INFORMATION

Utility Location

NOTE: FINAL LOCATIONS OF P.O.C. TO BE COORDINATED WITH P.R.C. AND

TO BE CONFIRMED ON SITE . UTILITY BOXES TO BE PROVIDE BY OTHERS.

DRAWING INDEX

SHEETS

P M

N R

E V

/1 8/

T-1 TITLE SHEET

AC ACCESSIBILITY COMPLIANCE

A-1 FLOOR PLAN, STRUCTURAL DESIGN & DOOR SCHEDULES

A-1.1 BUILDING SECTIONS & ROOF FRAMING PLAN

A-2 EXTERIOR ELEVATIONS & SCHEDULE

A-3 INTERIOR ELEVATIONS & SCHEDULES

P-1 PLUMBING PLAN & SCHEDULES

E-1 ELECTRICAL PLAN & SCHEDULES

S-1 CONCRETE SLAB & STEEL PERIMETER PLAN & DETAILS

Job No.

Current Date:

Drawn by:

Checked by:

MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC

R E S T R O O M C O M P A N Y A N D S H A L L N O T B E

R E PR O D U C ED , U S ED , O R D ISC L O S ED T O O T H ER S

E X C E P T A S A U T H O R I Z E D B Y T H E W R I T T E N P E R M I S S I O N O F P U B L I C R E S T R O O M C O M P A N Y

11891

CITY of SAN FRANCISCO San Francisco, CA

No. Description Date

Start Date:

SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:

04/08/2025

06/25/2025 2587 Business Pkwy, Minden, NV 89423 Ph: 888-888-2060 Fax: 888-888-1448

Building Better Places To Go.

DESIGN SUBMITTAL

06/25/2025

S U

- 0 6/

K S an F ra nc is co

, C A

San Francisco, CA

DO NOT SCALE - DIMENSIONS PRESIDE

24x36 SHEET = SCALE AS NOTED 11x17 SHEET = NTS

PRECITA PARK

Bu ild in g

Be tte r P la ce s

To G o.

D E

N S

U B

T A

- 0

CODE COMPLIANCE

GENERAL NOTES

- THE STRUCTURAL DESIGN DETAILS HEREIN ARE SPECIFIC TO THE BUILDING SIZE AND

MODULE CONFIGURATION SHOWN ON THE FLOOR PLAN OF THESE DRAWINGS.

- LOCATION OF THIS BUILDING SHALL MEET REQUIRED PROPERTY CODE SETBACKS PER

LOCAL JURISDICTION.

- ACCESSIBILITY TO THIS STRUCTURE SHALL BE IN CONFORMANCE WITH LOCAL CODE

INCLUDING ALL PATHWAYS, RAMPS AND PATHS OF TRAVEL FOR PARKING TO THE BUILDING.

- SOIL BEARING REQUIREMENT IS 1500 PSF, SUB GRADE COMPACTION AT 90%.

- BUILDING PLUMBING SYSTEM IS BASED UPON FULL FLOW EXISTING WATER SERVICE. LOSS

OF REQUIRED FLOW RATE OF 10 GPM OR PRESSURE BELOW 35 PSI MAY NECESSITATE AN

INTERMEDIATE WELL TANK AND CHECK VALVE IN LINE.

- ALL DIMENSIONS HEREIN ARE NOMINAL AND SUBJECT TO CHANGE AS LONG AS THEY DO NOT

VIOLATE CODE.

- THIS BUILDING IS DESIGNATED AS A NON-HABITABLE SPACE AND IS NOT DESIGNED TO BE

HEATED OR COOLED.

- THIS BUILDING DOES NOT CONFORM WITH TITLE 24 MINIMUM INSULATION REQUIREMENTS AS

THIS IS A NON-HABITABLE STRUCTURE.

- THIS BUILDING IS NOT DESIGNED OR APPROVED FOR WUI LOCATION.

- ALL WORK REQUIRED TO BE COMPLETED ON SITE SUBJECT TO LOCAL REVIEW, APPROVAL

AND INSPECTION BY LOCAL AHJ.

a. SITE CONCRETE FOUNDATION (IF APPLICABLE)

b. COMPACTED BUILDING PAD ENGINEERED

c. UNDER SLAB UTILITY PIPING (SEE NOTE)

d. ELECTRICAL SERVICE AS REQUIRED

e. WATER SERVICE AS REQUIRED

f. SEWER (DWV) SERVICE AS REQUIRED

g. CONCRETE WALKWAY COMPLIANT WITH PATH OF TRAVEL FROM ACCESSIBLE PARKING

NOTE: PUBLIC RESTROOM COMPANY WILL ONLY FURNISH AND INSTALL UNDERGROUND

UTILITIES (UNDER SLAB) EXTENDING 6 FEET (MAX.) BEYOND THE BUILDING LINE. MIN. OF 24" -

MAX. OF 36" BELOW GRADE - U.N.O. ALL UTILITY BOXES TO BE PROVIDED BY OTHERS.

- SITE INSTALLATION DETAILS ARE NOTED ON SHEETS S-1 FOR STRUCTURAL CONNECTIONS,

A-2 FOR WEATHERIZATION FINISH, P-1 FOR PLUMBING CONNECTIONS & E-1 FOR ELECTRICAL

CONNECTIONS IN ACCORDANCE w/ SECTION 4368.

a. SERVICE HOOKUPS (PLUMBING AND ELECTRICAL CONNECTIONS).

b. PATCH AND FINISH AT CRANE PICK LOCATIONS AS NEEDED.

c. INSTALL AND CONNECT PLUMBING DRAIN TRAPS ASSEMBLIES PER P-1 HEREIN.

DESIGNER / CERTIFIED MANUFACTURER:

PUBLIC RESTROOM COMPANY

2587 Business Parkway Minden, NV 89423 CONTACT: Chad Kaufman

PHONE: (888) 888-2060

FAX: (888) 888-1448

E-MAIL: chad@publicrestroomcompany.com

PROJECT OWNER:

SITE ADDRESS: PRECITA PARK - 3200 Folsom Street - San Francisco, CA 94110

CITY of SAN FRANCISCO 49 South Van Ness Ave.

San Francisco, CA 94110 CONTACT: Eoanna Goodwin POSITION: Project Manager

PHONE: (628) 652-6645

EMAIL: eoanna.goodwin@sfgov.org

San Francisco, CA

D E

N S

U B

T A

- 0

APPLICABLE CODES:

TYPE OF CONSTRUCTION: V-B

FIRE SPRINKLERS: NO

OCCUPANCY & USE:

U (WITH ACCESSIBILITY PROVISIONS FOR RESTROOMS)

S-1 - STORAGE / MECHANICAL ROOM

2022 CALIFORNIA BUILDING CODE

2022 CALIFORNIA PLUMBING CODE

2022 CALIFORNIA ELECTRICAL CODE

2022 CALIFORNIA GREEN CODE

2022 CALIFORNIA ENERGY CODE

HEIGHT & STORIES:

NUMBER OF STORIES 1 STORY (1 STORY ALLOWED)

BUILDING HEIGHT 12'-3"

CLIMATE ZONE: 3

PRC JOB NUMBER: 11891

PRC MODEL NUMBER: PS-011-ST

NUMBER OF BUILDING MODS: 1

BUILDING AREA:

RESTROOMS, MECHANICAL

ROOM & STORAGE 206 s.f.

OCCUPANCIES PER 508.3

NON-SEPARATED

ADA TITLE II (28 CFR PART 35) & 2010 ADAS APPLICABLE TO STATE

& LOCAL GOVERNMENT SERVICES, PROGRAMS & ACTIVITIES

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NOT FOR LO

CAL J

URISDIC

TIO

N R

EVIEW

(SHOWING MINIMUMS AND MAXIMUMS)

PUBLIC RESTROOM COMPANY STANDARDS*CODE SUMMARY HEIGHT A.F.F. / LOC

33" PREFERRED BUT MUST HAVE 29" KNEE SPACE MIN.34" MAX.

HEIGHT OF KNEE SPACE

27" MIN. AT 8" IN FROM FRONT

29" MIN. AT FRONT APRON PER CODE

DISPENSER OUTLET TO BE 19" MIN. AFF &

CENTER LINE OF FIXTURE TO BE 7"-9" FROM

FACE OF WATER CLOSET

8" FROM FRONT OF WATER CLOSET TO CENTER

OF DISPENSER & 30" TO TOP OF FIXTURE

CENTERLINES TO BE 28" AFF AND 10" FROM CENTER OF WC

34" TO TOP

18" TO TOP OF SEATING SURFACE

HC TOILET/GRAB BAR ELEVATION

1 - TOILET DESIGN CRITERIA

33" MIN. / 36" MAX. TO TOP

17" MIN. / 19" MAX.

40" MAX., 10" TO WIDE SIDE

GRAB BARS

TP DISPENSER

TOILET/SEAT HEIGHT

TOILET FLUSH VALVE

ACCESSORIES ELEVATIONNOTE:

- SPACE BETWEEN GRAB BAR AND WALL TO BE 1 1/2" CLEAR

- GRAB BAR DIAMETER TO BE 1 1/4" to 1 1/2"

- GRAB BAR MUST BE ABLE TO SUPPORT 250lb POINT LOAD AND NOT ROTATE WITHIN THE FITTINGS

33" PREFERRED

PER CODE

2 - LAVATORY DESIGN CRITERIA

RIM HEIGHT (TOP OF LAV.)

CONTROLS DECK MOUNT AT 34" MAX.

30" x 48"

8" MIN.

9" MIN.

6 - NOT USED4 - MOUNTING HEIGHTS

2022 CBC ACCESSIBILITY STANDARDS

NEAREST EDGE

OF ANY FIXTURE

OR PARTITION

" M

54" MIN.

42" MIN.12"

MAX.

24" MIN.

FLUSH VALVE

SHADED AREA

MUST REMAIN

CLEAR OF

PROJECTING

OBJECTS

" M

FLUSH VALVE

" M

56" MIN.

12"

MAX.

42" MIN.

48" MAX.

54" MIN.

12"

MAX.

36" MAX.

PREFERRED

7" MIN.

9" MAX. 19

" M

PUBLIC RESTROOM COMPANY STANDARDS*CODE SUMMARY HEIGHT A.F.F. / LOC

TOE SPACE UNDER TRAP

FRONT LAV TO TRAP

CLEAR SPACE

NOTE:

WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES ARE TO BE COVERED TO PROTECT AGAINST CONTACT

COUNTER LAVATORY

CLEAR ACCESS

COUNTER LAVATORY

ELEVATION

WALL HUNG LAVATORY

CLEAR ACCESS

WALL HUNG LAVATORY

ELEVATION

NOTE: NOT ALL ACCESSORIES MAY PERTAIN TO THIS PROJECT. ITEMS SHOWN ARE FOR REFERENCE ONLY.

NOTE:

NOT ALL ACCESSORIES PERTAIN

TO THIS PROJECT. ITEMS SHOWN

ARE FOR REPRESENTATION ONLY

FASTAIRE

FINISHED

FLOOR

HAND DRYERSLIQUID SOAP

DISPENSER

MIRROR OVER

LAVATORY OR

COUNTER

DYSON

AIRBLADE V

PAPER

TOWEL

DISPENSER

BABY

CHANGING

STATION

" M

. A

.F .F

" M

O M

O F

" M

O N

" M

O N

NOTE:

NOT ALL ACCESSORIES PERTAIN

TO THIS PROJECT. ITEMS SHOWN

ARE FOR REPRESENTATION ONLY

NOTE:

NO FIXTURES IN THIS VIEW

PROTRUDE MORE THAN 4"

" M

WASTE

RECEPTACLE

SANITARY

NAPKIN

DISPOSAL

" M

BOTTLE FILLER

" M

B U

IF USED:

BOTTLE FILLER IS CENTERED OVER

ACCESSIBLE DRINKING FOUNTAIN

THAT IS < 20" DEEP

" M

O P

O F

" M

30" MIN.

CLR. FLOOR

SPACE

17 1/2" TO CENTERLINE17" MIN. / 18" MAX. TO CENTERLINETOILET LOCATION

* PUBLIC RESTROOM COMPANY STANDARDS ARE FOR PRODUCTION PERSONNEL TO BE USED AS A

GUIDELINE TO ENSURE FIXTURES ARE INSTALLED WITHIN THE REQUIRED RANGES PER CODE, AND

MAY NOT BE EXACT ONCE INSTALLED DUE TO FLOOR SLOPES, TOLERANCES, ETC.

5 - RESTROOM SIGNS AT DOORS AND GATES

DOOR SIGNAGE

INTERNATIONAL SYMBOL

OF ACCESSIBILITY (ISA)

" M

. T

O T

H E

E O

E C

" M

. T

O T

H E

E O

F H

C H

ADA / BRAILLE SIGN

TITLE 24 "WOMEN" SIGN

TITLE 24 "MEN" SIGN

TITLE 24 "ALL

GENDER" SIGN

TITLE 24 "RESTROOM" SIGN

TACTILE SIGN: RAISED

CHARACTERS / BRAILLE

" M

9" MIN.

" M

. T

O T

H E

" M

. T

O T

H E

18" 18"

NOTE:

RESTROOM IDENTIFICATION & DOOR SIGNS SHOWN

BELOW ILLUSTRATE CODE REQUIREMENTS ONLY.

REFER TO EXTERIOR ELEVATIONS & ACCESSORIES

SCHEDULE FOR SIGNS PROVIDED WITH THE BUILDING.

17" MIN.

19" MAX.

REQUIRED

30" x 48"

CLEAR

SPACE

17" MIN.

19" MAX.

8" MIN.

KNEE CLEARANCE

6" MAX.

TOE CLEARANCE

9" M

. 27 " M

" M

11" MIN.

KNEE CLEARANCE

8" MIN.

KNEE CLEARANCE

6" MAX.

TOE CLEARANCE

9" M

. 27 " M

" M

. T

O P

O F

K R

11" MIN.

KNEE CLEARANCE

" M

17" MIN.

19" MAX.REQUIRED

30" x 48"

CLEAR

SPACE

17" MIN.

19" MAX.

" M

SALIDA

EXIT

ELECTRICAL

SWITCHES /

RECEPTACLES

" M

T O

48" MIN. @ ROOM

60" MIN. @ STALL

9" MIN.

3 - NOT USED

36" x 48"

APPROACH

ACCESSIBLE

ALL GENDER RR

R A

G E

R O

O M

N O

N -A

C C

C E

A C

S O

36" x 48"

APPROACH

ACCESSIBLE

LAVATORY VEST.

24"

60" x 60"

APPROACH

50" x 48"

APPROACH

14"

30" x 48"

CLEAR

APPR.

60" x 56"

CLEAR

FLR. SPACE

48"

MIN.

48" x 60"

MANEUVERING

SPACE

ACCESSIBLE

ALL GENDER RR

ACCESSIBLE

LAVATORY VEST.

R A

G E

R O

O M

N O

N -A

C C

C E

A C

S O

Ø5'-0"

ACCESSIBLE

ALL GENDER RR

ACCESSIBLE

LAVATORY VEST. M

A G

E R

O O

M N

O N

-A C

E M

N N

C C

O N

TURNING RADIUS

SCALE: N.T.S.

FIXTURE APPROACH

SCALE: N.T.S.

DOOR APPROACH

SCALE: N.T.S.

ACACCESSIBILITY

COMPLIANCE

-J un -2

A M

Job No.

Current Date:

Drawn by:

Checked by:

MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC

R E S T R O O M C O M P A N Y A N D S H A L L N O T B E

R E PR O D U C ED , U S ED , O R D ISC L O S ED T O O T H ER S

E X C E P T A S A U T H O R I Z E D B Y T H E W R I T T E N P E R M I S S I O N O F P U B L I C R E S T R O O M C O M P A N Y

11891

CITY of SAN FRANCISCO San Francisco, CA

No. Description Date

Start Date:

SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:

04/08/2025

06/25/2025 2587 Business Pkwy, Minden, NV 89423 Ph: 888-888-2060 Fax: 888-888-1448

Building Better Places To Go.

DESIGN SUBMITTAL

06/25/2025

S U

- 0 6/

K S an F ra nc is co

, C A

San Francisco, CA

DO NOT SCALE - DIMENSIONS PRESIDE

24x36 SHEET = SCALE AS NOTED 11x17 SHEET = NTS

PRECITA PARK

Bu ild in g

Be tte r P la ce s

To G o.

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EVIEW

B A-1.1

A A-1.1

1 2

18'-8" ROOF OVERALL

8" 8"

'-0

" R

'-0 " B

1'- 4"

'-4

5'-0" A

'-0

'-4

2/ A-

4/ A-

3/A-2

1/A-2

ACCESSIBLE

ALL GENDER RR

FLOOR: POLYMER COATING

SLAB EDGE

ELEC.

PANEL

PLUMBING COMBO

LINE OF ROOF

ABOVE

A-3

2'-2"

LIGHT FIXTURE

ABOVE - TYP.

17'-8" SLAB OVERALL

7' -4

17'-4" BUILDING OVERALL

3'-8" 11'-10"

'-4

" S

SLAB EDGE

8'-8"

MOP RACK

MOP SINK

W.H. ON

PLATFORM

17'-4" A

2'-0" A

8'-1" CLEAR WALL SPACE FROM EDGE OF

TRIM TO EDGE OF TRIM (NO VARIANCE)

1'- 6"

3'- 4"

7'- 6"

3'-4" 5'-4"

1' -4

11'-8" A

5'- 6"

ACCESSIBLE

LAVATORY VEST.

FLOOR: POLYMER COATING

MECHANICAL /

STORAGE ROOM

FLOOR: POLYMER COATING

SHELVING UNITS

(BY OTHERS)

A-3

LANDSCAPE

WIRE PANEL

TRELLIS

SYSTEM - TYP.

SEE A-2

SURFACE MTD.

PAPER TOWEL &

WASTE

RECEPTACLE

2" 4"

4"2"

4" 2"

2" 4"

4" 2"

3'-4"

7'- 0"

NOTE:

DIMENSIONS ARE FOR DOORS & GATES

ONLY, FRAMES ARE NOT INCLUDED.

3'-0"

7'- 0"

3'-0"

6'- 6"

2 3

A-1

-J un -2

A M

FLOOR PLAN

SCALE: 1/2"=1'-0"

A-1

FLOOR PLAN, STRUCTURAL DESIGN

& SCHEDULES

WALL LEGEND: GENERAL SHEET NOTES:

1. LOCATION OF ALL PLUMBING & ELECTRICAL COMPONENTS IN THE MECHANICAL ROOM ARE

SUBJECT TO CHANGE, FINAL LOCATIONS TBD.

BLOCK

SHEAR WALL SCHEDULE

MARK & TYPE REINFORCEMENT CAP BEAM

A HSS 7 x 4 x 3/16C.M.U. 4 x 8 x 16 FULLY GROUTED

HORIZONTAL - (2) 9 GA WIRES @ 8" O.C. (EVERY COURSE)

VERTICAL - #3 REBAR @ 8" O.C. (EVERY CELL), EXCEPT USE #4 REBAR @ END OF

WALLS, @ EACH SIDE OF OPENINGS, AND @ 10'-0" O.C. MAX.

4" C.M.U. PRECISION

Job No.

Current Date:

Drawn by:

Checked by:

MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC

R E S T R O O M C O M P A N Y A N D S H A L L N O T B E

R E PR O D U C ED , U S ED , O R D ISC L O S ED T O O T H ER S

E X C E P T A S A U T H O R I Z E D B Y T H E W R I T T E N P E R M I S S I O N O F P U B L I C R E S T R O O M C O M P A N Y

11891

CITY of SAN FRANCISCO San Francisco, CA

No. Description Date

Start Date:

SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:

04/08/2025

06/25/2025 2587 Business Pkwy, Minden, NV 89423 Ph: 888-888-2060 Fax: 888-888-1448

Building Better Places To Go.

DESIGN SUBMITTAL

06/25/2025

S U

- 0 6/

K S an F ra nc is co

, C A

San Francisco, CA

DO NOT SCALE - DIMENSIONS PRESIDE

24x36 SHEET = SCALE AS NOTED 11x17 SHEET = NTS

PRECITA PARK

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NO. ROOM NAME SIZE

TYPE

FRAME

TYPE

HINGE

LOCK

5.a

CLOSER

5.b

PULL

EXTERIOR

5.c

THRESH

5.d

SWEEP

OTHER

5.b

PUSH/PULL

INTERIOR

DOOR SCHEDULE

ACCESSIBLE

LAVATORY VEST.

SPECS:

1. TYPE:

a) DOOR: 14 GA. GALVANIZED HOLLOW METAL

b) GATE: 12 GA. STAINLESS STEEL "SEE THRU" GATE (SEE DETAILS ON SHEET SD-1)

2. FRAME TYPE:

a) 4 3/4" WIDE 14 GA. GALVANIZED HOLLOW METAL (WELDED)

b) HSS 6x2x1/8 @ JAMBS & 6x4x1/8 @ HEAD (SEE DETAILS ON SHEET SD-1)

3. HINGE:

a) PEMKO KCFM-83" HD (OR EQ.) CONTINUOUS GEAR HINGE WITH STAINLESS STEEL

VANDAL RESISTANT SCREWS.

4. LOCK:

a) DEADBOLT: SCHLAGE B600 SERIES (626 FINISH) WITH TEMPORARY LARGE FORMATT

CONSTRUCTION CORE

1) B662 - KEYED BOTH SIDES

2) B660 - KEY EXT. SIDE & INT. ADA THUMB TURN LOCKS AND UNLOCKS

b) LEVER: SCHLAGE ND SERIES RHODES COMMERCIAL HEAVY DUTY VANDLGARD

KEYED LEVER SET (626 FINISH) WITH TEMPORARY LARGE FORMATT

CONSTRUCTION CORE w/ OCCUPANCY INDICATOR FOR INTERIOR DOOR

1) ND91R RHO LH 10D; KEY EXT. SIDE & PUSH BUTTON LOCKS AND LEVER

UNLOCKS FROM INSIDE; OUTSIDE LEVER FREELY ROTATES WHEN LOCKED

5. HARDWARE:

a) CLOSER: LCN 4211 (CUSH ARM)

b) PUSH / PULL PLATES:

1) ROCKWOOD VRT24C (EXT.) & 91CFC (INT.) US32DMS WITH BLACK COOL

COATING HANDLE

2) ROCKWOOD C-PULL #102 US32DMS BTB 5.5 w/70C

c) THRESHOLD: PEMKO 270A / 229A FOR TILE (OR EQ.)

d) SWEEP: NGP DOOR SWEEP 200NA36 (OR EQ.)

6. OTHER:

a) CHECK CHAIN: IVES CS115-25 (OR EQ.)

b) LOCK OPEN: PRC FABRICATED AND INSTALLED - SEE SHEET SD-6

c) KICK PLATES: 10x33 STAINLESS STEEL KICK PLATE (OUT SIDE ONLY)

d) 6" UNDERCUT ON DOOR

ACCESSIBLE

ALL GENDER RR

1.b 3.a 4.a.1 NO - YES NO3'-4" x 7'-0" - 6.b

1.a 2.a 3.a 4.b.1 YES 5.b.2 YES NO3'-0" x 7'-0" 5.b.2 6.c,.d

DESCRIPTION

STRUCTURAL DESIGN

COMPONENT

SLAB

PERIMETER FRAMEWORK

WALLS

FRAMING - EXTERIOR

SPECIFIC MATERIAL LIST NOTES

REINFORCEMENT

L 6"x6"x5/16"

#4 MIN. GRADE 60 TOP: 8" O.C. EACH WAY - BOT: 16" O.C. EACH WAY

FRAMING - INTERIOR

TO CAP BEAM C.M.U.BLOCK

CAP BEAM

ROOF

TO CAP BEAM C.M.U. BLOCK

CAP BEAM

CONCRETE

STRUCTURAL STEEL

REBAR MAT DESIGN

8" MAT DESIGN DESIGN BASIS IS MIN. 2500 PSI

STEEL

HSS 6 x 4 x 1/8 / HSS 5 x 4 x 3/16 PER PLAN (A1085 / A 500 Grade B)STEEL

ABOVE CAP BEAM

FINISH - ABOVE CAP BEAM

STARTER BARS

CONNECTION TO

CONCRETE SLAB SHALL

BE WITH 2 PART EPOXY

w/ 5" MIN. EMBED DEPTH

REBAR CONNECTION TO

CONCRETE SLAB

NOTE #1

ABOVE CAP BEAM

USE OF ADHESIVE

ANCHORAGE SYSTEM BY

PROVISIONS OF CODE

REPORT ESR-3903 AND

MANUFACTURER

RECOMMENDATIONS

RED HEAD A7+ EPOXY (OR EQUAL)

USE TYPE 'S' FINE GROUT

w/ A SLUMP OF 10"-11" FOR

A "HIGH LIFT" GROUT POUR.

GROUT POUR HEIGHT NOT

TO EXCEED 12'-8"

USE TYPE 'S' FINE GROUT

w/ A SLUMP OF 10"-11" FOR

A "HIGH LIFT" GROUT POUR.

GROUT POUR HEIGHT NOT

TO EXCEED 12'-8"

NOTES:

1. INTEGRAL ADDITIVES FOR MOISTURE, STAINING & CORROSION RESISTANCE.

2. PREFINISHED COLOR ON RESTROOMS

HSS 7 x 4 x 3/16 (A1085 / A 500 Grade B)

4 x 8 x 16 / 6 x 8 x 16 CONCRETE BLOCK. GROUT EVERY CELL w/ TYPE 'S' FINE GROUT.

REINFORCING:

HORIZONTAL - (2) 9 GA WIRES @ 8" O.C. (EVERY COURSE)

VERTICAL - #3 REBAR @ 8" O.C. (EVERY CELL), EXCEPT USE

#4 REBAR @ END OF WALLS, @ EACH SIDE OF

OPENINGS, AND @ 10'-0" O.C. MAX.

4 x 8 x 16 CONCRETE BLOCK. GROUT EVERY CELL w/ TYPE 'S'

FINE GROUT.

REINFORCING:

HORIZONTAL - (2) 9 GA WIRES @ 8" O.C. (EVERY COURSE)

VERTICAL - #3 REBAR @ 8" O.C. (EVERY CELL), EXCEPT USE

#4 REBAR @ END OF WALLS, @ EACH SIDE OF

OPENINGS, AND @ 10'-0" O.C. MAX.

METAL 24 GA. 1 1/2" VERTICAL SEAM METAL PANELSROOFING

STEEL HSS 4 x 4 x 1/8 (A1085 / A 500 Grade B)PURLINS

STEEL HSS 4 x 4 x 1/8 (A1085 / A 500 Grade B)LOOKOUTS

STEEL HSS 6 x 2 x 1/8 (A1085 / A 500 Grade B)FASCIA

STEEL

1/8" THICK FLAT STEEL BARS @ FULL PERIMETER OF MTL. PANELSSTEEL

EXTERIOR STEEL

INTERIOR METAL 24 GA. 7/8" CORRUGATED METAL PANELS

HSS 4 x 1 1/2 x 1/8 SLATS (MECHANICAL TUBING)

STEEL HSS SIZES PER DETAILS (A1085 / A 500 Grade B)TRUSSES

ROOF TRUSSES

NOTE #2

B HSS 6 x 4 x 1/8C.M.U. 4 x 8 x 16 FULLY GROUTED

HORIZONTAL - (2) 9 GA WIRES @ 8" O.C. (EVERY COURSE)

VERTICAL - #3 REBAR @ 8" O.C. (EVERY CELL), EXCEPT USE #4 REBAR @ END OF

WALLS, @ EACH SIDE OF OPENINGS, AND @ 10'-0" O.C. MAX.

2.a

2.a 3.a 4.a.2 NO YES YES3'-0" x 7'-0"MECHANICAL / STORAGE ROOM 5.b.15.b.11.a 6.a

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NOT FOR LO

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URISDIC

TIO

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EVIEW

B A-1.1 12

2.102

A B

0'-0"

T.O. SLAB

7'-4" T.O. C.M.U.

-0'-8"

B.O. SLAB

BOARD & BATTEN SIDING o/ AIR BARRIER o/ 3/4" P.T. PLYWOOD

WIRE PANEL TRELLIS SYSTEM -

TYP.

F.R.C. 3 1/2" CORNER TRIM - TYP.

METAL ROOF

FLASHING - TYP.

STEEL FASCIA - TYP.

STEEL CAP BEAM

STEEL TRUSS

STEEL SLATS - TYP.

F.R.C. 5 1/2" BASE TRIM - TYP.

7'- 0"

3'-0" PANEL WIDTH

TYP.

ACCESSIBLE

LAVATORY VEST.

ACCESSIBLE ALL

GENDER RR

6" TY

WIRE PANEL TRELLIS SYSTEM -

TYP. (SEE DETAILS THIS SHEET)

TACTILE SIGNS

1 2

0'-0"

T.O. SLAB

7'-4" T.O. C.M.U.

-0'-8"

B.O. SLAB

A A-1.1

ACCESSIBLE

LAVATORY VEST.

MECHANICAL /

STORAGE ROOM

METAL GATE IN "OPEN"

POSITION

METAL GATE IN

"CLOSED" POSITION

STEEL TRUSS MEMBER

METAL ROOF

FLASHING - TYP.

STEEL FASCIA - TYP.

STEEL CAP BEAM

SOFFITS

STEEL SLATS - TYP.

3 1/2" F.R.C. TRIM

1/2" TILE BACKER BOARD o/ AIR BARRIER o/ 3/4" P.T. PLYWOOD IN

THIS AREA

5 1/2" F.R.C. TRIM

8'-1"

6'- 7 1

/4"

'-2

1/ 2"

L H

8'- 3 3

/8" 8"

TITLE 24 SIGN MOUNTED

ON "BOTH SIDES" OF

GATE

GATE LOCK OPEN - SEE

DETAIL ON SHEET SD-6

12" x 12" SPACE FOR

RPD SIGNAGE

A A-1.1

METAL ROOF PANELS

STEEL CAP BEAM

METAL ROOF

FLASHING - TYP.

STEEL FASCIA - TYP.

RECESSED PHOTOCELL

ON CAP BEAM - PAINT TO

MATCH

2 1

0'-0"

T.O. SLAB

7'-4" T.O. C.M.U.

-0'-8"

B.O. SLABACCESSIBLE ALL

GENDER RR

MECHANICAL /

STORAGE ROOM

B A-1.1

0'-0"

T.O. SLAB

7'-4" T.O. C.M.U.

-0'-8"

B.O. SLAB

SHEET METAL BEHIND

SLATS (SHOWN SHADED)

- TYP.

LIGHT FIXTURE

ON CAP BEAM

HOLLOW

METAL DOOR

& FRAME

2.102

MECHANICAL /

STORAGE ROOM

WIRE PANEL

TRELLIS SYSTEM

BOTTOM OF CAP BEAM

F.R.C. TRIM MOUNTED

BELOW CAP BEAM ADJUSTABLE WALL

MOUNTING CLIP

TOP CORNER ELEV.

BOTTOM CORNER ELEV.

WIRE PANEL

TRELLIS SYSTEM

ADJUSTABLE WALL

MOUNTING CLIP

MTD. ON F.R.C.

BLOCK

3 1 /2"

WIRE PANEL TRELLIS SYSTEM

MOUNTING DETAILS

SCALE: 1 1/2" = 1'-0"

Job No.

Current Date:

Drawn by:

Checked by:

MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC

R E S T R O O M C O M P A N Y A N D S H A L L N O T B E

R E PR O D U C ED , U S ED , O R D ISC L O S ED T O O T H ER S

E X C E P T A S A U T H O R I Z E D B Y T H E W R I T T E N P E R M I S S I O N O F P U B L I C R E S T R O O M C O M P A N Y

11891

CITY of SAN FRANCISCO San Francisco, CA

No. Description Date

Start Date:

SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:

04/08/2025

06/25/2025 2587 Business Pkwy, Minden, NV 89423 Ph: 888-888-2060 Fax: 888-888-1448

Building Better Places To Go.

DESIGN SUBMITTAL

06/25/2025

S U

- 0 6/

K S an F ra nc is co

, C A

San Francisco, CA

DO NOT SCALE - DIMENSIONS PRESIDE

24x36 SHEET = SCALE AS NOTED 11x17 SHEET = NTS

PRECITA PARK

Bu ild in g

Be tte r P la ce s

To G o.

STRUCTURAL ONLY

This certification is for structural design only. All other matters of code compliance including but not limited to allowable area, fire resistance, and egress are the responsibility of others.

These documents are applicable only to the elements and loading criteria specifically provided herein. These documents shall not be construed in any way to specify, certify or design any aspects of the building not contained herein. Specified design criteria are based solely on information provided by the client and must be verified and approved by the local authority having jurisdiction. ICC NTA, LLC is not responsible for fabrication or erection. If it is suspected that these documents have been modified, substituted or altered in any way, contact ICC NTA, LLC at (574) 773-7975 to obtain a file copy.

ICC NTA, LLC, 58640 IN-15

Goshen, Indiana 46528

A-2EXTERIOR ELEVATIONS &

FINISH SCHEDULE

-J un -2

A M

EXTERIOR ELEVATION

SCALE: 1/2" = 1'-0"

A-2

EXTERIOR ELEVATION

SCALE: 1/2" = 1'-0"

A-2

EXTERIOR FINISH SCHEDULE

TYPE DESCRIPTION FINISH BRAND / COLOR NOTES

WALLS ROOF

ROOFING -PREFINISHED

ROOF FLASHING

SOFFITS

FASCIA

PREFINISHED24 GA. METAL

STEEL

1 COAT PRIMER, 2 COATS FINISH - SEMI-GLOSSPAINTED

DOOR, GATE & FRAMES

TYPE DESCRIPTION FINISH BRAND / COLOR NOTES

ABOVE CAP BEAM

DOOR, GATE & FRAMES HOLLOW METAL & STEEL 1 COAT PRIMER, 2 COATS FINISH - SEMI-GLOSSPAINTED

TRUSS MEMBERS STEEL PAINTED

CAP BEAM STEEL 1 COAT PRIMER, 2 COATS FINISH - SEMI-GLOSSPAINTED

STEEL ROOF MEMBERS

STAINED2x6 T&G WOOD DECKING 2 COATS

SIDING

FLOOD PRO SEMI TRANSPARENT / TBD

METAL SALES - VERTICAL SEAM / TBD24 GA. 12" STRIATED STANDING SEAM METAL ROOF PANELS

EXTERIOR ELEVATION

SCALE: 1/2" = 1'-0"

A-2

EXTERIOR ELEVATION

SCALE: 1/2" = 1'-0"

A-2

PITTSBURGH PITT-TECH / TBD

PITTSBURGH PITT-TECH / TBD (LETTERING ON GATE TO BE PPG / TBD)

PITTSBURGH PITT-TECH / TBD

METAL SALES / MATCH ROOF COLOR

BOARD & BATTEN (2 1/2" BATTENS @ 16" O.C.) PAINTED PITTSBURGH PITT-TECH / TBD

TRIM F.R.C. TRIM BOARDS - 3/4" THICK SIZE AS NOTED PAINTED PITTSBURGH PITT-TECH / TBD

SLATS STEEL

MISCELLANEOUS

FLASHING SHEET METAL 1 COAT PRIMER, 2 COATS FINISH - SEMI-GLOSSPAINTED PITTSBURGH PITT-TECH / MATCH ADJACENT COLOR

PAINTED PITTSBURGH PITT-TECH / TBD 1 COAT PRIMER, 2 COATS FINISH - SEMI-GLOSS

PITTSBURGH PITT-TECH / TBD

TRUSS MEMBERS (BEHIND SLATS) STEEL PAINTED PITTSBURGH PITT-TECH / TBD

1 COAT PRIMER, 2 COATS FINISH - SEMI-GLOSS

WIRE PANEL TRELLIS WALL MOUNTED WIRE PANEL LANDSCAPE TRELLIS SYSTEM PREFINISHED GREENSCREEN (OR EQUAL) / COLOR TBD

1 COAT PRIMER, 2 COATS FINISH - SEMI-GLOSS

w/ 5104 Steel Channel Trim @ sides & top; & 5132R Adjustable wall mounting clip (4 per panel) w/ 5136 1/2" x 1 1/2" dia. - black UHMW plastic spacer

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NOT FOR LO

CAL J

URISDIC

TIO

N R

EVIEW

" M

12"

MIN.

24"

MIN.

42"4 1/2"

LIGHT FIXTURE

ACCESSIBLE ALL

GENDER RR

2" M

E W

" M

BABY CHANGING

STATION

2" M

17"17" MIN.

18" MAX.

10"

SOAP

DISPENSER

18"

ACCESSIBLE

LAVATORY VEST.

CORRUGATED SIDING

ABOVE CAP BEAM @ MECHANICAL

/ STORAGE ROOM DEMISING WALL

" M

UTILITY HOOK

" M

7"-9"

" M

11"

42"

MIN.

12"

MAX.

48"

1 1 /2"

ACCESSIBLE ALL

GENDER RR

UNDERSIDE OF

T&G ROOF DECKING

METAL TRUSS, SLATS &

CAP BEAM BEYOND

" M

UTILITY HOOK

A-3EQUIPMENT PLAN, INTERIOR

ELEVATIONS & SCHEDULES

-J un -2

A M

A-3

INTERIOR ELEVATION

SCALE: 1/2" = 1'-0"

Job No.

Current Date:

Drawn by:

Checked by:

MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC

R E S T R O O M C O M P A N Y A N D S H A L L N O T B E R E P R O D U C E D , U S E D , O R D I S C L O S E D T O O T H E R S E X C E P T A S A U T H O R I Z E D B Y T H E W R I T T E N P E R M I S S I O N O F P U B L I C R E S T R O O M C O M P A N Y

11891

CITY of SAN FRANCISCO San Francisco, CA

No. Description Date

Start Date:

SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:

04/08/2025

06/25/2025 2587 Business Pkwy, Minden, NV 89423 Ph: 888-888-2060 Fax: 888-888-1448

Building Better Places To Go.

DESIGN SUBMITTAL

06/25/2025

S U

- 0 6/

K S an F ra nc is co

, C A

San Francisco, CA

DO NOT SCALE - DIMENSIONS PRESIDE

24x36 SHEET = SCALE AS NOTED 11x17 SHEET = NTS

PRECITA PARK

Bu ild in g

Be tte r P la ce s

To G o.

FINISH / COLOR / STYLEACCESSORIES SIZE/STYLEQTY MANUF./ITEM # NOTESPRC#

RESTROOM ACCESSORIES & SPECIALTIES

MOUNT WITH VANDAL RESISTANT SS SCREWS

GRAB BAR

48" STAINLESS STEEL

42" BOBRICK B-6806-42 (OR EQ.) STAINLESS STEEL1

BOBRICK B-6806-48 (OR EQ.)

H1118

H11191

TOILET PAPER HOLDER VANDAL RESISTANT JUMBO ROLL MOUNT 30" A.F.F. TO TOPVANDAL STOP AA-JRDx1_v10 STAINLESS STEEL-1

GRAB BAR

MOUNT 33"MIN. - 36" MAX. A.F.F. TO TOP

BABY CHANGING STATION MOUNT 34" MAX. A.F.F. TO TOP OF WORK SURFACESURFACE MOUNTED / VERTICAL 1 KOALA #KB311-SSWM - STAINLESS STEEL

SIGNS - "BABY CHANGING STATION" RECTANGULAR H13201 ALUMINUM BLUE MOUNT 60" A.F.F. TO CENTER - SEE SHT. A-2SIGN ELEMENTS

A-3

INTERIOR ELEVATION

SCALE: 1/2" = 1'-0"

SURFACE MOUNTED BOBRICK B-2111 STAINLESS STEELH1122 MOUNT 40" MAX. A.F.F. TO CONTROL

SIGNS - TACTILE ROOM ID ACCESSIBLE "ALL GENDER" RECTANGULAR H1315

12" TRIANGLE / CIRCLE H1306SIGNS - ACCESSIBLE PICTOGRAM "BLANK"

SIGN ELEMENTS ALUMINUM BLUE MOUNT 60" A.F.F. TO CENTER - SEE SHT. A-21

2 SIGN ELEMENTS MOUNT 59" A.F.F. TO CENTER - SEE SHT. A-2ALUMINUM ON BLUE

FLOOR

WALLS

CEILING

COMPONENT DESCRIPTION FINISH BRAND / COLOR NOTES

RESTROOMS / STOR. / MECH. C.M.U. - PRECISION

CAP BEAM

ABOVE CAP BEAM

STEEL PAINTED

CORRUGATED METAL PANELS PREFINISHED

1 COAT PRIMER, 2 COATS FINISH SEMI-GLOSS

MECHANICAL ROOM C.M.U. - PRECISION BLOCK FILLER / PAINTED

PAINTED

BLOCK FILLER / PAINTED PITTSBURGH / TBD

CAP BEAM

ABOVE CAP BEAM

STEEL

CONCRETE EPOXY COATING EPOXY / GRAY w/ SKID RESISTANT ADDITIVE & ____ BLEND FLAKES A143__ (#B 22-21__)

STAINED2x6 T&G WOOD DECKING

INTERIOR FINISH SCHEDULE

ALL ROOMS

PAINTEDSTEEL ROOF MEMBERS

2 COATS BLOCK FILLER, 2 COATS FINISH SEMI-GLOSS

PITTSBURGH / TBD

CORRUGATED METAL PANELS

TUBE STEEL PAINTED

2 COATS BLOCK FILLER, 2 COATS FINISH SEMI-GLOSS

PROVIDE w/ PRE-FINISHED TRIM PIECES TO MATCH SIDING COLORMETAL SALES CORRUGATED / TBD

1 COAT PRIMER, 2 COATS FINISH SEMI-GLOSSPITTSBURGH / TBD

-METAL SALE WHITE (BACKSIDE)

2 COATSFLOOD PRO SEMI-TRANSPARENT / TBD

PRE-FINISHED

1 COAT PRIMER, 2 COATS FINISH SEMI-GLOSSPITTSBURGH / TBD

PITTSBURGH / TBD

UTILITY HOOK BOBRICK B-233 (OR EQ.) STAINLESS STEELSURFACE MOUNTED H11473 MOUNT 48" A.F.F. TO TOP w/ TAMPER RES. SCREWS

MOP SINK C.M.U. - PRECISION (SIDE & BACK WALLS) BLOCK FILLER / PAINTED PITTSBURGH / TBD 2 COATS BLOCK FILLER, 2 COATS FINISH -EPOXY

COMBINATION PAPER TOWEL / WASTE RECEPTACLE MOUNT PER MANUFACTURER'S CUT SHEETSURFACE MOUNTED / CONVERTIBLE1 BOBRICK B-3949 - STAINLESS STEEL

SOAP DISPENSER

NOT FOR LO

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URISDIC

TIO

N R

EVIEW

LEGEND:

WASTE PIPE - ABOVE GROUND

FLOOR DRAIN WASTE PIPE - IN SLAB

BY OTHERS - UTILITY BOX

MARKED "SEWER" WITHIN 6 FT. OF

BUILDING (FINAL LOCATION TBD)

WASTE STUB & CLEAN OUT IN BOX

PLUMBING COMBO,

SEE DETAIL THIS SHEET

ACCESSIBLE

LAVATORY VEST.

ELEC. PANEL

3" DRAIN

& VTR

2" 2"

ACCESSIBLE

ALL GENDER RR

1 1/2"

MECHANICAL /

STORAGE ROOM

BY OTHERS - UTILITY BOX

MARKED "WATER" WITHIN 6 FT. OF

BUILDING (FINAL LOCATION TBD)

SHUT-OFF VALVE IN BOX

LEGEND:

COLD WATER LINE - SIZE AS INDICATED ON ISOMETRIC

1/2" HOT WATER LINE - INSULATE HARD LINES

1/2" TEMPERED WATER LINE - INSULATE HARD LINES

1/2" PEX TRAP PRIMER LINE - IN SLAB

ELEC. PANEL

1 1/2" WATER SUPPLY

ENTERING BLDG.

THERMOSTATIC

MIXING VALVE - TYP.

HAMMER

ARRESTOR

WATER SYSTEM TANK

MECHANICAL /

STORAGE ROOM

WATER HEATER ON

PLATFORM ABOVE

MOP SINK ON RISER

MOP RACK

ACCESSIBLE

LAVATORY VEST.

ACCESSIBLE

ALL GENDER RR

EXPANSION TANK

60" MAX.

TRAP ARM

DRAIN PIPE TO

SLAB OPENING

IN MECH. ROOM

DRAIN

INTERIOR WALL

2" FLOOR DRAIN

CONCRETE SLAB

MOUNTED WITH

13/16" UNI-STRUT

(ELECTRO CHROMATE)

VENT

PULTRUDED

FIBERGLASS

FLOOR GRATES

TRAP PRIMER

SYSTEM

2" CLEAN OUT

FLOOR DRAIN DETAIL

PLUMBING COMPONENTS SCHEDULE

QTY. COMPONENT DESCRIPTION PRC #

1 WATER CLOSET - Vitreous China, Wall Mount ZURN Z5617-BWL K1320

1 WATER CLOSET CHAIR CARRIER - Left ZURN Z1203-NL3 K1326

1 TOILET SEAT - Heavy Duty, Elongated, Open Front BEMIS 1955SSCT 000 - WHITE -

1 WATER CLOSET FLUSH VALVE - Lever ZURN Z6143AV-HET-7L-BG K1521

1 LAVATORY - Vitreous China, Wall Mount ZURN Z5351 / INCLUDE PRC# K1143.3 & K1143.6 K1148

1 LAVATORY FAUCET - Chrome, Metered, Tempered CHICAGO #333-E2805-665 PSHAB K1604

1 MOP SINK - Mount On Riser, White MUSTEE 63M - 24" x 24" x 10" K1158

1 MOP SINK FAUCET - Chrome, Wall Mount AMERICAN STANDARD #8344.212 K1610

1 MOP HANGER - Stainless Steel, Wall Mount PROFLO PF245 - THREE BRACKET HANGER K1680

2 FLOOR DRAIN - 2" ZURN Z451-2ZN-IP2-5B-P13 (1/2") K1701

2 TRAP PRIMER PROFLO #PFTPR500 K1705

1 HOSE BIBB - Interior, Mech. Room ACORN #8121-LF K1575

1 WATER HEATER - Commercial Electric, 20 GAL. AO SMITH DURA-POWER DEL-20 (OR EQ.) -

1 THERMOSTATIC VALVE - Mixing Valve ACORN MODEL #ST70-12 K1615

1 EXPANSION TANK - 2 GALLONS PROFLO #PFXT5 (OR EQ.) K1690

1 PRE-PRESSURIZED WATER SYSTEM TANK - 20 GAL. PROFLO #PFX20S (OR EQ.) -

1 PRESSURE GAUGE - 100 psi. PROFLO PFXPG100K (FOR DOWNSTREAM) K1689

1 PRESSURE GAUGE - 200 psi. PROFLO PFXPG200K (FOR UPSTREAM) K1689.5

1 BACKFLOW PREVENTER - Double Check Valve WATTS LF007M2-QT-FZ - 1 1/2" K1569.9

1 PRESSURE REDUCING VALVE - 1 1/2" WATTS LF25AUB-Z3 K1559

1 WATER FILTER - 1 1/2" KEYSTONE CG10 K1591/92/94

1 BALL VALVE - 1 1/2" NIBCO S-FP600A-LF K1566

1 BALL VALVE - 1 1/4" - Prep for Future Tank NIBCO S-FP600A-LF K1563

1 HAMMER ARRESTOR FNWX10PG K1590

1 VENT CAP JAY R SMITH 1748 K1582

1 CURB STOP - 1 1/2" MUELLER (OR EQ.) K1585

ABOVE GROUND

PIPE MATERIAL

TYPE OF SERVICE

WATER

"K " C

. 4

C W

O N

"N O

H U

. 4

C D

W V

. 4

S D

W V

PIPE SCHEDULE

"L " C

SANITARY

DRAINAGE

SANITARY

VENT

BELOW GROUND

ABOVE GROUND

BELOW GROUND

ABOVE GROUND

ABOVE ROOF

NOTES:

MAX. FLOW AND WATER CONSUMPTION:

· WATER CLOSET FLUSH VALVE SHALL NOT EXCEED

1.28 gpf.

· LAVATORY METERING FAUCETS SHALL NOT EXCEED

0.20 gal. PER CYCLE.

COPPER

GROUND WIRE

IN-LINE PLASTIC

WATER FILTER

O N

O F

WGROUND WIRE FROM

ELECTRIC PANEL

1 1/2" WATER SUPPLY

ENTERING BLDG.

HOSE BIBB w/

ATMOSPHERIC

VACUUM BREAKER

200 PSI PRESSURE

GAUGE

MAIN SHUT-OFF

VALVE

DOUBLE CHECK

VALVE

PRESSURE

REDUCING VALVE

100 PSI PRESSURE

GAUGE

DIRECTION

OF FLOW

1 1/2" PRV & FILTER COMBO MANIFOLD

HIGH POINT BLEED

VALVE

WATER LINE - ABOVE GROUND

WATER LINE - BELOW GROUND

GENERAL NOTES:

WATER PIPING:

- FIXTURE UNITS

- METER SIZE

- SITE WATER PRESSURE

TBD

51.5

- BUILDING REQUIRED PRESSURE 46 - 60 PSI

- BUILDING WATER SUPPLY SIZE 1 1/2"

- WATER MAIN SIZE TO BUILDING

TBD

- TOTAL DEVELOPED LENGTH

· LOCATION / CONFIGURATION OF ALL PLUMBING

COMPONENTS AND PIPING IN THE MECH. ROOM

ARE SUBJECT TO CHANGE AS LONG AS THEY DO

NOT VIOLATE CODE, FINAL LOCATIONS TBD.

· CONTINUATION OF WATER MAIN TO BE DONE ON

SITE BY OTHERS.

· SLOPE ALL WATER PIPING TO LOW POINT DRAINS

FOR WINTERIZATION.

· WATER HEATER SHALL BE ANCHORED OR

STRAPPED PER CODE.

LEGEND:

COLD WATER LINE - SIZE AS INDICATED

1/2" HOT WATER LINE - INSULATE HARD LINES

1/2" TEMPERED WATER LINE - INSULATE HARD LINES

1/2" PEX TRAP PRIMER LINE - IN SLAB

25'- BUILDING DEVELOPED LENGTH

1 1/2"

WATER MAIN TBD

FLOW

1 1/2" WATER SUPPLY

TO BLDG.

BY OTHERS - UTILITY BOX

MARKED "WATER" WITHIN 6 FT. OF

BUILDING (FINAL LOCATION TBD)

SHUT-OFF VALVE IN BOX

1 1/2" WATER SUPPLY

ENTERING BLDG.

THERMOSTATIC

MIXING VALVE - TYP.

1 1/4"

HAMMER

ARRESTOR

BLEED /

DRAIN

LOW POINT

DRAIN

.25

LAV

1" WATER

LINE

2.5

FLOW

WATER PRESSURE

REDUCING VALVE & FILTER

COMBO MANIFOLD, SEE

DETAIL THIS SHEET

.25

WATER HEATER

EXPANSION TANK

1/2"

DRAIN

VALVE

3/4" HOT WATER

SUPPLY

3/4" COLD WATER

SUPPLY

1 1/2" WATER

LINE

WATER SYSTEM

PRESSURE TANK

GENERAL NOTES:

D.W.V. - ABOVE GROUND

D.W.V. - BELOW GROUND

WASTE AND VENT PIPING:

- SIZE OF BUILDING FLOOR DRAINS

- AGGREGATE VENT AREA

- SIZE OF SEWER MAIN

2" 3"

7.0685 SQ. IN.

- SIZE OF BUILDING SEWER

- FIXTURE UNITS 5.0

LEGEND:

CO = CLEAN OUT

VENT PIPE

WASTE PIPE

3" P.V.C.

· LOCATION / CONFIGURATION OF ALL PLUMBING

COMPONENTS AND PIPING IN THE MECH. ROOM

ARE SUBJECT TO CHANGE AS LONG AS THEY DO

NOT VIOLATE CODE, FINAL LOCATIONS TBD.

· CONTINUATION OF SEWER MAIN TO BE DONE ON

SITE BY OTHERS.

· SLOPE ALL D.W.V. PIPING 1/4" PER FOOT.

1 1/2" VERT. VENT

- TYP. U.N.O.

2" HORIZ. VENT - TYP.

3" BUILDING

DRAIN

SEWER

MAIN TBD

BY OTHERS - UTILITY BOX

MARKED "SEWER" WITHIN 6 FT. OF

BUILDING (FINAL LOCATION TBD)

WASTE STUB & CLEAN OUT IN BOX

3" BUILDING

SEWER

FLOW

EMERG.

LAV

3" VANDAL PROOF

VENT CAP-CAST IRON

FINAL LOCATION TBD

3"CO

2"CO 1 1/2" LAV TRAP

ARM - TYP.

2" FLOOR DRAIN - TYP.

EMERG.

2"CO

Job No.

Current Date:

Drawn by:

Checked by:

MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC

R E S T R O O M C O M P A N Y A N D S H A L L N O T B E

R E PR O D U C ED , U S ED , O R D ISC L O S ED T O O T H ER S

E X C E P T A S A U T H O R I Z E D B Y T H E W R I T T E N P E R M I S S I O N O F P U B L I C R E S T R O O M C O M P A N Y

11891

CITY of SAN FRANCISCO San Francisco, CA

No. Description Date

Start Date:

SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:

04/08/2025

06/25/2025 2587 Business Pkwy, Minden, NV 89423 Ph: 888-888-2060 Fax: 888-888-1448

Building Better Places To Go.

DESIGN SUBMITTAL

06/25/2025

S U

- 0 6/

K S an F ra nc is co

, C A

San Francisco, CA

DO NOT SCALE - DIMENSIONS PRESIDE

24x36 SHEET = SCALE AS NOTED 11x17 SHEET = NTS

PRECITA PARK

Bu ild in g

Be tte r P la ce s

To G o.

P-1PLUMBING PLANS &

SCHEDULES

-J un -2

A M

PLUMBING PLAN - WASTE

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

P-1

PLUMBING PLAN - WATER SUPPLY

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

P-1

WASTE & VENT PIPING ISOMETRIC

SCALE: NOT TO SCALE

P-1

WATER SUPPLY ISOMETRIC

SCALE: NOT TO SCALE

P-1

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NOT FOR LO

CAL J

URISDIC

TIO

N R

EVIEW

EACCESSIBLE

ALL GENDER RR

PANEL2

GFCI

BY OTHERS - UTILITY BOX

MARKED "ELECTRIC" -

WITHIN 6 FT. OF BUILDING

(FINAL LOCATION TBD)

(2) BYPASS

SWITCHES

30" W. x 36" D. x 6'-6" H.

CLR. WORKING SPACE

PLUMBING

COMBO

RECESSED PHOTOCELL

ON CAP BEAM - SEE A-2

#1-3

OCC

occ occ

GFCI

#10

ACCESSIBLE

LAVATORY VEST.

MECHANICAL /

STORAGE ROOM

TANK TYPE WATER HEATER ON

PLATFORM ABOVE MOP SINK

ELECTRICAL COMPONENTS SCHEDULE

SYMBOL QTY. RATING DESCRIPTION MODEL HEIGHT COMMENTS PRC #

ELECTRICAL PANEL 1 100 AMP MAIN BREAKER 120/240V SINGLE PHASE - 3 WIRE, PLUG-ON BREAKERS, NEMA 1 ENCLOSURE SQUARE D QO120M100P (OR EQUAL) 72" A.F.F. TOP OF PANEL FURRED OUT AS NEEDED L1902

LIGHT - RESTROOM 2 15 WATTS LED - SURFACE MOUNT, VANDAL RESISTANT LUMINAIRE SWP1212-NODIM-15W-40K-120-OP-BRZ-OCC SEE SHEET A-3 BUILT-IN OCCUPANCY SENSOR L1168.5

LIGHT - EXTERIOR 2 10 WATTS LED - WALL MOUNT, VANDAL RESISTANT, FULL CUT-OFF LUMINAIRE AEL-12-NODIM-10W-40K-120-DP-BZH SEE SHEET A-2 - L1153

LIGHT - MECH. ROOM 1 30 WATTS LED T8 (2) TUBE - SURFACE MOUNT, SEALED SHATTERPROOF PLASTIC HOUSING GREENLIGHTING AL-42L CEILING MOUNTED - L1108

EMERGENCY LIGHT 1 3 WATTS LED - WALL MOUNT LITHONIA MODEL #ELM2L (OR EQUAL) ABOVE CAP BEAM WIRE AHEAD OF SWITCH L1198

SWITCH 1 - SINGLE POLE MANUAL ON/OFF SWITCH LEVITON 1221-2R 48" A.F.F. TO TOP BYPASS SWITCH - EXTERIOR LIGHTS L1870

SWITCH 1 - DOUBLE POLE MANUAL ON/OFF SWITCH LEVITON 1222-2W 48" A.F.F. TO TOP BYPASS SWITCH - RESTROOM LIGHTS L1872

SWITCH 1 - SINGLE POLE MANUAL ON/OFF SWITCH WITH OCCUPANCY SENSOR LEVITON DECORA ODS10-IDW 48" A.F.F. TO TOP - L1879

PHOTOCELL 1 1800 WATTS NIGHTFOX WALL MOUNT ELECTRONIC PHOTOCONTROL, 120-277V INTERMATIC EK4336S RECESSED ABOVE CAP BEAM CONTROLS EXTERIOR LIGHTS L1896

RECEPTACLE - DUPLEX 5 1500 WATTS 20 AMP, 125 VOLT GFCI DUPLEX RECEPTACLE LEVITON GFNT2-W PER PLAN - L1876

WATER HEATER 1 6000 WATTS 20 GALLON COMMERCIAL ELECTRIC WATER HEATER AO SMITH DURA-POWER DEL-20 (OR EQ.) - 240V - STRAP PER CODE -

NOTES:LIGHTING CONTROLS SCHEDULE

AREA CONTROLS

RESTROOMS OCCUPANCY SENSOR BUILT-IN TO LIGHT FIXTURE / BYPASS SWITCH "ON" OVERRIDES OCCUPANCY SENSOR

FOR MAINTENANCE

STORAGE / MECH. ROOM MANUAL ON/OFF SWITCH w/ OCCUPANCY SENSOR

EXTERIOR PHOTOCELL / BYPASS SWITCH "ON" OVERRIDES PHOTOCELL FOR MAINTENANCE

1. ALL CONDUCTORS TO BE COPPER.

2. WIRING METHOD IN METALLIC CONDUIT: MC CABLE,

EMT, METALLIC FLEX.

3. INSTALL CEE GROUND IN SLAB, TERMINATING IN

MECH. ROOM.

4. GREEN GROUNDING CONDUCTOR IN ALL RACEWAYS.

PANEL SCHEDULE

120/240V - SINGLE PHASE - 3 WIRE MAIN BREAKER MAIN SCCR: 22,000 / BRANCH AIR: 10,000 - SERIES RATED TO MAIN

CKT DESCRIPTION

CIR. BREAKER WIRE

SIZE

TOTAL

V.A.

TOTAL

V.A.

WIRE

SIZE

CIR. BREAKER

DESCRIPTION CKT

TRIP AMPS TRIP AMPS

1 WATER HEATER - TANK TYPE 40 8 3000 20 12 20 EXTERIOR LIGHTS 2

3 " " " " " 3000 30 12 20 RESTROOM LIGHTS 4

5 RECEPTACLE - DEDICATED / MECH. ROOM 20 12 1500 33 12 20 MECH. / STORAGE ROOM LIGHTS 6 7 RECEPTACLE - DEDICATED / STORAGE ROOM 20 12 1500 1500 12 20 RECEPTACLE - DEDICATED / STORAGE ROOM 8 9 RECEPTACLE - DEDICATED / STORAGE ROOM 20 12 1500 1500 12 20 RECEPTACLE - DEDICATED / STORAGE ROOM 10 11 12 13 14 15 16 17 18 19 20

100 AMP

ELECTRICAL LOAD CALCULATIONS

PANEL: 100 AMP 120/240V - SINGLE PHASE - 3 WIRE

COMPONENT CONNECTED LOAD (V.A.) CALCULATED LOAD (V.A.)

EXTERIOR LIGHTING 20 CONNECTED LOAD x 1.25 25.00 INTERIOR LIGHTING 63 CONNECTED LOAD x 1.25 78.75

(1) TANK TYPE WATER HEATER 6000 CONNECTED LOAD x 1.25 7500.00

(5) RECEPTACLE - DEDICATED 7500 CONNECTED LOAD x 1.00 7500.00

TOTAL LOAD 13583 TOTAL LOAD 15103.75

TOTAL CONNECTED LOAD

KVA 13.583 TOTAL CALCULATED

LOAD

KVA 15.104

AMPS 56.596 AMPS 62.932

ONE-LINE DIAGRAM

100 AMP PANEL

MAIN BREAKER

120/240 1Ø , 3W

UFER GROUND REQUIRED

#4 Cu TO

WATER PIPE

#4 Cu TO

BUILDING CEE

#4 Cu TO 3/4"

GROUNDING ROD

(ON SITE BY OTHERS)

2" E.M.T. CONDUIT

#2 CU TO STEEL

CAP BEAM

PANEL

occ

OCC

GFCI

ELECTRICAL PLAN

SCALE: 1/2"=1'-0"

ELECTRICAL PLAN &

SCHEDULES

E-1

E-1 Job No.

Current Date:

Drawn by:

Checked by:

MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC

R E S T R O O M C O M P A N Y A N D S H A L L N O T B E

R E PR O D U C ED , U S ED , O R D ISC L O S ED T O O T H ER S

E X C E P T A S A U T H O R I Z E D B Y T H E W R I T T E N P E R M I S S I O N O F P U B L I C R E S T R O O M C O M P A N Y

11891

CITY of SAN FRANCISCO San Francisco, CA

No. Description Date

Start Date:

SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:

04/08/2025

06/25/2025 2587 Business Pkwy, Minden, NV 89423 Ph: 888-888-2060 Fax: 888-888-1448

Building Better Places To Go.

DESIGN SUBMITTAL

06/25/2025

S U

- 0 6/

K S an F ra nc is co

, C A

San Francisco, CA

DO NOT SCALE - DIMENSIONS PRESIDE

24x36 SHEET = SCALE AS NOTED 11x17 SHEET = NTS

PRECITA PARK

Bu ild in g

Be tte r P la ce s

To G o.

GENERAL SHEET NOTE:

LOCATION / CONFIGURATION OF ALL ELECTRICAL

COMPONENTS IN THE MECH. ROOM ARE SUBJECT

TO CHANGE AS LONG AS THEY DO NOT VIOLATE

CODE, FINAL LOCATIONS TBD.

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EVIEW

ELEVATION SECTION

3/16"

1'-0"

1" x 2 3/4" COUPLER NUT -

(GRADE 5) TACK WELD

1" Ø x 6" BOLT OR ALL THREAD w/ NUT

NOTE; LIFTING BOLTS SHALL

BE MINIMUM GRADE 5.

MINIMUM ENGAGEMENT

WITH COUPLER NUT = 1".

11/4" DIA. HOLE

1 1/2"

PLAN VIEW SECTION

CAP ENDS TYP.

STEEL ANGLE

6" x 6" x 5/16"

OVERSIZED CLEARANCE

HOLE IN ANGLE FOR 1" Ø - 8

BOLT 1/8" LARGER THAN

NEEDED @ EACH COUPLER

NUT

CONCRETE ( NOT SHOWN )

COUPLER NUT - 3/16" FILLET

WELD ALL AROUND

A 6x x .3

3 3 /4"6"

1'-0"

1'-4"

3 3 /4"

2 1/2"

2 1 /2"

1'-0"

TOP VIEW

FOUNDATION

(BY OTHERS IF APPLICABLE)

DESIGN SUBJECT TO REVEW

AND APPROVAL BY LOCAL AHJ

FRONT VIEW SIDE VIEW

6"x6"x5/16"

STEEL ANGLE

7/8"Ø HOLE FOR

WEDGE ANCHORS

1 1/4"Ø SLOTTED HOLE

FOR 1"Ø BOLTS

CONC. SLAB

(BY OTHERS)

8" CONCRETE SLAB

1"Ø x 3" BOLT INTO

COUPLER NUT

3/4" DIA. x 5 3/4" MIN.

SIMPSON STRONG BOLT 2

WEDGE ANCHOR

(MIN. 4 1/8" EMBEDMENT)

STEEL ANGLE CONNECTOR @

SIDE LIFTERS (SEE SLAB PLAN

FOR LOCATIONS)

3'- 2"

1 2

17'-8" SLAB OVERALL

'-4

" S

S-1

BSIDE RIGGING

(TYP. 4 PLACES)

A A

1'-2" 7'-2"

2'- 0"

3'- 2"

#4 x 24" x 24" L SHAPE

CEE (WIRE TIED TO

BOTTOM REBAR

MATTING)

S-1

9'-4"

2'-0" 1'-0" 2'-0"1'-0"11'-8"

'-4

" S

8" 8"

SLAB TO FOUNDATION TIE-DOWN

ANCHOR @ LIFTING LOCATION

(2 TOTAL)

2&4 S-1

5'-4"

3'- 3"

SLOPE TO

DRAIN - 1/2"

5'-4"

3'- 2"

SLOPE TO

DRAIN - 1/2"

8'-11"

SCREED

6'- 1"

2'- 0"

8" 1'-

0"1'-0" 3'-7"

1'-2" 7'-2"9'-4"

17'-8" SLAB OVERALL

2'-0" 1'-0" 2'-0"1'-0"11'-8"

Job No.

Current Date:

Drawn by:

Checked by:

MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC

R E S T R O O M C O M P A N Y A N D S H A L L N O T B E

R E PR O D U C ED , U S ED , O R D ISC L O S ED T O O T H ER S

E X C E P T A S A U T H O R I Z E D B Y T H E W R I T T E N P E R M I S S I O N O F P U B L I C R E S T R O O M C O M P A N Y

11891

CITY of SAN FRANCISCO San Francisco, CA

No. Description Date

Start Date:

SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:

04/08/2025

06/25/2025 2587 Business Pkwy, Minden, NV 89423 Ph: 888-888-2060 Fax: 888-888-1448

Building Better Places To Go.

DESIGN SUBMITTAL

06/25/2025

S U

- 0 6/

K S an F ra nc is co

, C A

San Francisco, CA

DO NOT SCALE - DIMENSIONS PRESIDE

24x36 SHEET = SCALE AS NOTED 11x17 SHEET = NTS

PRECITA PARK

Bu ild in g

Be tte r P la ce s

To G o.

S-1

STEEL FRAME @ CORNER DETAIL

SCALE: 1 1/2"=1'-0"

CONCRETE SLAB EXTERIOR

RIGGING EMBEDDED ANCHOR DETAIL

SCALE: 1 1/2"=1'-0"

S-1

S-1CONCRETE SLAB & STEEL

PERIMETER PLAN & DETAILS

-J un -2

A M

CONCRETE SLAB & STEEL PERIMETER PLAN

SCALE: 1/2"=1'-0"

S-1

LOCATION

SLAB LOADS SCHEDULE

MARK VERTICAL LOAD LATERAL LOAD

A WALL LINE (GRID) 1 & 2

B WALL LINE (GRID) A & B

874 - plf 2,802 - lbf

1,257 - lbf682- plf

S-1

FOUNDATION ANCHOR DETAIL

SCALE: 1 1/2"=1'-0"

NOTES: (LIGHT WEIGHT CONCRETE)

1. SLAB REINFORCEMENT:

PERIMETER - (2) #5 BARS @ 8" O.C. TOP & BOTTOM.

TOP MAT - #4 BARS @ 8" O.C. EACH WAY.

BOTTOM MAT - #4 BARS @ 16" O.C. EACH WAY.

LIFTING LOCATIONS - (3) #5 BARS @ 8" O.C. TOP & BOTTOM.

2. ALL REBAR TO BE GRADE 60.

3. ALL WELDABLE REINFORCEMENTS TO BE ASTM A706.

4. CONCRETE STRENGTH BASIS DESIGN IS MIN. 2500 PSI WITH SPECIAL ADDITIVE.

5. MINIMUM CONCRETE COVER = 1 1/2" FOR #4 AND #5 BARS.TOP BARS MAY BE LOWER ONLY WHERE REQUIRED BY

SPECIFIED SLOPES.

6. REBAR SPLICES: #4 BARS - 20" LAP / #5 BARS - 24" LAP

7. TOP MAT: ADD TRIMMER BARS NEXT TO BLOCK OUTS IF CLEARANCE TO REGULAR LAYOUT IS GREATER THAN 2".

TRIMMER BARS EXTEND 18" PAST OPENING, OR TERMINATE WITH 90° HOOK AND 8" EXTENSION. CENTER OF

TRIMMER BARS TO BLOCK OUTS TO BE 2", TYP.

8. PROVIDE (2) DIAGONAL 24" LONG #4 REBARS (1 @ TOP MAT & 1 @ BOTTOM MAT) @ EACH SLAB OPENING.

9. SMALL BLOCK OUTS (8" x 8" MAX.) MAY BE ADDED AS REQUIRED FOR SERVICES. ADD DIAGONAL TRIMMER BARS IF

CLEARANCE TO REGULAR LAYOUT IS GREATER THAN 2".

10. PROTECT PIPE & FLOOR DRAINS THAT WILL BE ENCASED IN THE CONCRETE BY PROVIDING AN APPROVED WRAP.

11. ONLY WHERE NOTED, IT IS ACCEPTABLE TO NOTCH HORIZONTAL LEG OF PERIMETER ANGLE.

12. ALL EXPOSED FACES OF SLAB PERIMETER STEEL ANGLES SHALL RECEIVE GALVANIZING PAINT COATING.

File details come from the government source that posted it. Updated Mar 17, 2026.