Travis AFB_B350_Final Drawings.pdf

PDF 33 MB Posted Jul 23, 2020

Attached to: 349 AMW Facility Projects B350 Renovation & HVAC Federal contract opportunity
Solicitation number: FA442720R0018
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity to renovate building 350 at Travis Air Force Base. The solicitation seeks a contractor to provide all professional services, permits, equipment, labor, tools, materials, and ancillary items necessary to renovate the building, including HVAC upgrades, upgrading bathrooms, replacing an existing water heater, upgrading electrical, constructing outside mechanical HVAC concrete pads, and relocating a flagpole. Architectural and engineering designs will be provided by the 60th Contracting Squadron of the Department of the Air Force Air Mobility Command, the contracting agency. The contractor shall be responsible for the renovation and HVAC project at building 350 as described.

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Other files for this federal contract opportunity

Other files attached to 349 AMW Facility Projects B350 Renovation & HVAC, newest first.
File	Type	Posted
Solicitation Amendment - FA442720R00180004.pdf	PDF	Sep 2, 2020
350 As-builts Combined Files.pdf	PDF	Sep 2, 2020
B350_Final DrawingsA-501WallSection.pdf	PDF	Sep 2, 2020
Bldg 350 RFIs.pdf	PDF	Sep 2, 2020
Solicitation Amendment FA442720R00180003 SF 30.pdf	PDF	Aug 20, 2020
Solicitation Amendment FA442720R00180002 SF 30.pdf	PDF	Aug 7, 2020
Solicitation Amendment FA442720R00180001 SF 30 (1).pdf	PDF	Jul 27, 2020
Attachment 1 - SOW B350 dated 9 June 2020.pdf	PDF	Jul 23, 2020
23 09 00 Johnson Controls Spec.pdf	PDF	Jul 23, 2020
Attachment 2 - TAFB Security Clause dated 05 Mar 19.pdf	PDF	Jul 23, 2020
Attachment 3 - WD CA20190007 dated 08 May 2020.pdf	PDF	Jul 23, 2020
Travis AFB_B350_Final Specifications.pdf	PDF	Jul 23, 2020
SECTION 01000 Updated 07 Jun 19.pdf	PDF	Jul 23, 2020
Solicitation - FA442720R0018.pdf	PDF	Jul 23, 2020
Attachment 5 - UFGS 01 14 00 WORK RESTRICTIONS.pdf	PDF	Jul 23, 2020
SECTION 01 56 00_Environmental Specifications April 2019.pdf	PDF	Jul 23, 2020
Attachment 10 - UFGS 01 78 00 Closeout Submittals.pdf	PDF	Jul 23, 2020
Attachment 4 - Travis Design Guide FEG.PDF	PDF	Jul 23, 2020
Attachment 7 - UFGS 01 35 26-GOVERNMENTAL SAFETY REQUIREMENTS.pdf	PDF	Jul 23, 2020
Attachment 6 - UFGS 01 33 00- SUBMITTAL PROCEDURES.pdf	PDF	Jul 23, 2020
AFRC Interior Design Policy Manual.pdf	PDF	Jul 23, 2020
Attachment 11 - Past Performance Questionnaire.pdf	PDF	Jul 23, 2020
Attachment 8 - UFGS 01 45 00.00 40-QUALITY CONTROL.pdf	PDF	Jul 23, 2020
Attachment 9 - UFGS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.pdf	PDF	Jul 23, 2020

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SQUARE FOOTAGES NOTED ARE BASED ON HISTORICAL

INFORMATION OBTAINED, AND THE BUILDING WAS

ORIGINALLY CONSTRUCTED IN 1999. OCCUPANCY &

CONSTRUCTION TYPES ARE NOTED BASED ON CURRENT

CODES.

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

NUMBER OF STORIES:

APPROXIMATE BUILDING AREA:

BUILDING IS EQUIPPED W/ FULLY AUTOMATED SPRINKLER SYSTEM.

NOTE:

III-B

ONE (1)

16,615 SQ FT

ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES AND STANDARDS

NOTED AS FOLLOWS:

• INTERNATIONAL BUILDING CODE (IBC) - 2015

• NFPA 101

• INTERNATIONAL MECHANICAL CODE (IMC) - 2015

• NATIONAL ELECTRIC CODE (NEC) - 2015

• INTERNATIONAL PLUMBING CODE (IPC) - 2015

• TITLE 24, PART 6, CALIFORNIA ENERGY CODE (2016)

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS)

SCOPE AREA:

BUILDING 350

BUILDING LOCATION

PREPARATION OF SEPARATE PLANS, SPECIFICATIONS AND COST

ESTIMATES FOR THE RENOVATION OF BUILDING 350.

THE WORK INCLUDES:

A. RENOVATE EXISTING RESTROOMS AND SHOWER TO BE FULLY

ADA/ABA COMPLIANT AS NOTED INCLUDING, BUT NOT LIMITED TO,

NEW WATER CLOSETS, LAVATORIES, URINALS, SERVICE SINK,

SHOWER FIXTURES, LIGHTING, AND FINISHES.

B. COMPLETE RENOVATION OF THE EXISTING MECHANICAL SYSTEM

INCLUDING ALL EQUIPMENT, DUCTWORK, DIFFUSERS, PIPING, AND

CONTROLS AS NOTED.

C. REPLACEMENT OF EXISTING WATER HEATER.

D. UPGRADE ELECTRICAL AS NOTED.

E. CONSTRUCTION OF A NEW EXTERIOR MECHANICAL ENCLOSURE

INCLUDING RELOCATION OF EXISTING FLAG POLE, ASSOCIATED

FLAT WORK AND INTERIOR CONSTRUCTION.

PROJECT LOCATION:

TRAVIS AIR FORCE BASE,

FAIRFIELD CALIFORNIA

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

O M

L S

O, C A

NO SCALE

G-001

C O

S H

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

349TH RESERVE INTERIOR RENOVATION PROJECTS

BUILDING 350 - 23 CBCS

TRAVIS AIR FORCE BASE, FAIRFIELD, CALIFORNIA

NORTH

FINAL SUBMITTAL SET

DECEMBER 31, 2019

SHEET NUMBER SHEET NAME

MECHANICAL

M-001 MECHANICAL GENERAL NOTES

M-002 MECHANICAL LEGEND

M-003 MECHANICAL ABBREVIATIONS

M-004 MECHANICAL SCHEDULES

M-005 MECHANICAL SCHEDULES

M-006 MECHANICAL SCHEDULES

M-007 MECHANICAL SCHEDULES

M-101 MECHANICAL DEMOLITION PLAN

M-201 MECHANICAL NEW WORK FLOOR PLAN

M-202 MECHANICAL HVAC NEW WORK PLAN

M-203 MECHANICAL ENLARGED NEW WORK PLAN

M-301 MECHANICAL SECTIONS

M-302 MECHANICAL SECTION

M-303 MECHANICAL SECTIONS

M-401 MECHANICAL CHILLED WATER PIPING DIAGRAM

M-402 MECHANICAL HEATING HOT WATER PIPING DIAGRAM

M-501 MECHANICAL CONTROL POINT LIST

M-502 MECHANICAL CONTROL POINT LIST

M-503 MECHANICAL CONTROL POINT LIST

M-504 MECHANICAL CONTROL DIAGRAM

M-505 MECHANICAL CONTROL DIAGRAMS & SEQUENCE OF OPERATIONS

M-506 MECHANICAL CHILLED WATER CONTROL DIAGRAM

M-507 MECHANICAL HEATING HOT WATER CONTROL DIAGRAM

M-508 MECHANICAL SEQUENCE OF OPERATIONS

M-509 MECHANICAL SEQUENCE OF OPERATIONS

M-510 MECHANICAL SEQUENCE OF OPERATIONS

M-601 MECHANICAL DETAILS

M-602 MECHANICAL DETAILS

M-603 MECHANICAL DETAILS

M-604 MECHANICAL DETAILS

M-605 MECHANICAL DETAILS

M-606 MECHANICAL DETAILS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS

E-101 ELECTRICAL POWER AND LIGHTING PLAN DEMOLITION WORK

E-201 ELECTRICAL POWER PLAN NEW WORK

E-202 ELECTRICAL LIGHTING PLAN NEW WORK

E-203 ENLARGED PLAN - MECHANICAL EQUIPMENT

E-204 PHOTOMETRIC CALCULATION

E-601 ELECTRICAL SINGLE LINE DIAGRAM

E-602 ELECTICAL PANEL SCHEDULES

E-603 ELECTRICAL SCHEDULES AND PANEL SCHEDULE

FIRE ALARM

FA-101 FIRE ALARM GENERAL NOTES, SCOPE OF WORK AND REFERENCE

CRITERIA

FA-102 FIRE ALARM NEW WORK

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 GENERAL AND DEMOLITION NOTES

G-003 NOTES, ABBREVIATIONS AND SYMBOLS

G-004 TYPICAL ACCESSIBILITY STANDARDS

G-005 TYPICAL ACCESSIBILITY SIGNAGE STANDARDS

ARCHITECTURAL

AD-101 DEMOLITION SITE PLAN

AD-102 DEMOLITION KEY PLAN

AD-103 DEMOLITION FLOOR PLANS

AD-104 DEMOLITION REFLECTED CEILING PLANS

A-101 SITE PLAN

A-102 KEY FLOOR PLAN

A-103 FLOOR PLANS

A-104 REFLECTED CEILING PLANS

A-201 EXTERIOR ELEVATIONS

A-301 SECTIONS

A-401 INTERIOR ELEVATIONS

A-402 INTERIOR ELEVATIONS

A-501 DETAILS

A-502 MECHANICAL ENCLOSURE DETAILS

A-601 FINISH SCHEDULES AND DESCRIPTIONS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STATEMENT OF SPECIAL INSPECTION

S-101 STRUCTURAL PLANS - CMU ENCLOSURE

S-102 COURTYARD EQUIPMENT PLANS

S-501 DETAILS

S-502 DETAILS

S-503 DETAILS

PLUMBING

P-001 PLUMBING GENERAL NOTES, LEGEND, ABBREVIATIONS, & DESIGN

CRITERIA

P-002 PLUMBING EQUIPMENT SCHEDULES

P-101 PLUMBING DEMOLITION PLAN

P-102 PLUMBING DEMOLITION ENLARGED PLAN

P-201 PLUMBING NEW WORK PLAN

P-301 PLUMBING NEW WORK ENLARGED PLAN

P-302 PLUMBING NEW WORK ENLARGED PLAN

P-401 PLUMBING RISER DIAGRAMS

P-402 PLUMBING RISER DIAGRAMS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

DRAWING INDEXREGIONAL MAP

LOCATION MAP

BASE MAP

SCOPE OF WORK

CODES AND STANDARDS

SITE + BUILDING INFORMATION

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

BUILDING ELEMENTS, MATERIALS AND EQUIPMENT ARE NEW

UNLESS NOTED AS EXISTING (E).

CONTRACTOR SHALL PROVIDE SUPERVISION, LABOR,

EQUIPMENT, TOOLS, MATERIALS, AND INSTALLATION TO

COMPLETE THE WORK AS INDICATED.

DO NOT SCALE FROM DRAWINGS. WRITTEN DIMENSIONS

SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND

ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER

SMALL SCALE DETAILS. LARGE SCALE DRAWINGS SHALL

GOVERN OVER SMALL SCALE DRAWINGS. IF UNABLE TO

LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT THE

CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

INFORMATION RELATED TO THE (E) CONDITIONS GIVEN

HEREIN WERE OBTAINED FROM GOVERNMENT PROVIDED

DOCUMENTATION AVAILABLE TO THE DESIGNERS AT THE TIME

OF DESIGN. DRAWINGS AND SPECIFICATIONS ARE INTENDED

FOR ASSISTANCE AND GUIDANCE, BUT EXACT DIMENSIONS

AND ELEVATIONS SHALL BE GOVERNED BY ACTUAL

CONDITIONS AT THE SITE AND SHALL BE VERIFIED BY THE

CONTRACTOR.

DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE

DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR

DESIGN INTENT CANNOT BE DETERMINED CONSULT THE KTR

BEFORE PROCEEDING WITH WORK. TYPICAL DETAILS APPLY

AT ALL SIMILAR CONDITIONS WHETHER OR NOT CROSS

REFERENCED.

THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT

THE FINISHED WORK AND DO NOT INDICATE METHODS,

PROCEDURES OR SEQUENCE OF CONSTRUCTION. TAKE

NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE

INTEGRITY OF THE STRUCTURE DURING THE DEMOLITION AND

CONSTRUCTION. CONTRACTOR SHALL DESIGN, CONSTRUCT

AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING

AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR

CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY

AND HEALTH STANDARDS, LAWS AND REGULATIONS.

REQUESTS FOR CLARIFICATION OF THE PLANS AND

SPECIFICATIONS MUST BE SUBMITTED TO THE CONTRACTING

OFFICER IN WRITING.

SHALL A CONFLICT ARISE BETWEEN DRAWINGS AND

SPECIFICATIONS, NEITHER SHALL TAKE PRECEDENCE OVER

THE OTHER. CONTACT CONTRACTING OFFICER WITH A

REQUEST FOR CLARIFICATION IN CASE OF DISCREPANCY.

UTILITIES SUCH AS ELECTRICAL, TELEPHONE, GAS, WATER,

SIGNAL AND COMMUNICATIONS SYSTEMS DAMAGED AS A

RESULT OF THIS WORK SHALL BE RESTORED IN WORKING

CONDITION AT THE CONTRACTOR'S EXPENSE TO THE

SATISFACTION OF THE KO.

SHOULD THE CONTRACTOR'S SCOPE OF WORK INVOLVE

UPGRADES OR MODIFICATIONS TO THE BUILDING'S FIRE/LIFE

SAFETY SYSTEMS SUCH AS THE AUTOMATIC FIRE

SUPPRESSION SPRINKLER, DETECTION, ALARM & MASS

NOTIFICATION SYSTEMS, THE CONTRACTOR MUST:

• SURVEY THE (E) WORK AREA CONDITIONS & BUILDING

SYSTEMS AFFECTING THE FIRE/LIFE SAFETY SYSTEMS.

• SUBMIT A REPORT TO THE KO BEFORE PROCEEDING

CONFIRMING MEETING APPLICABLE NFPA CODES & UFC

3-600-01 REQUIREMENTS.

• COMMENCEMENT OF ALL CONSTRUCTION WORK SHALL

CONSTITUTE ACCEPTABLE OF THE (E) CONDITIONS.

• VERIFY ALL FIRE PROTECTION UPGRADES OR

MODIFICATIONS SHALL BE IN ACCORDANCE WITH UFC

3-600-001, NFPA 13, NFPA 70 & 72, RELATED

REQUIREMENTS & PERFORMANCE SPECIFICATIONS

WHETHER PROVIDED HEREIN OR NOT.

NOTIFY THE BASE FIRE DEPARTMENT AS YOU LOCATE OR

NEED TO REMOVE ANY FIRE ALARM NOTIFICATION EQUIPMENT

SO ALARMS CAN BE DISABLED.

ANY REQUEST FOR CLARIFICATION OF THE PLANS AND

SPECIFICATIONS MUST BE SUBMITTED TO THE CONTRACTING

OFFICER IN WRITING.

ALL DISCREPANCIES AND OMISSIONS ON THE DRAWINGS

AND/OR SPECIFICATIONS OR CONFLICTS WITH (E)CONDITIONS

SHALL BE BROUGHT TO THE ATTENTION OF THE KO BEFORE

PROCEEDING WITH ANY ELEMENT OF THIS PROJECT.

FOR ALL CONSTRUCTION PROJECTS IN BUILDINGS THAT WILL

REMAIN PARTIALLY OR FULLY OCCUPIED AND OPERATIONAL

DURING CONSTRUCTION PERIOD, THE KTR IS TO PROVIDE A

TEMPORARY HVAC & POWER PLAN AND SCHEDULE ALL

OUTAGES FOR PRIOR APPROVAL BY THE KO & USERS. A

SUBMITTAL FOR ALL PROPOSED TEMPORARY HVAC OR

POWER PLANS OR RELATED SCHEDULES IS REQUIRED AS

PART OF THE SCOPE OF WORK.

10.

11.

12.

13.

14.

ALL (E) SURFACES SHOWN TO REMAIN, BUT DAMAGED BY

DEMOLITION WORK SHALL BE REPAIRED TO MATCH EXISTING

ADJACENT SURFACES AT THE CONTRACTORS EXPENSE.

UTILITIES, ELECTRIC, TELEPHONE, GAS, WATER, SIGNAL AND

COMMUNICATIONS SYSTEM DAMAGED AS A RESULT OF THIS

WORK SHALL BE RESTORED TO WORKING CONDITION AT THE

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE

GOVERNMENT.

CONTACT FIRE PREVENTION OFFICE PRIOR TO THE START

OF DEMOLITION SO THAT THE PROJECT'S IMPACT-IF ANY-

UPON EMERGENCY EVACUATION FROM THE SITE, CAN BE

IDENTIFIED/MITIGATED.

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

C O

M M

L S

O, C

NO SCALE

G-002

A N

D D

O N

N O

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

GENERAL DEMOLITION NOTES GENERAL NOTES

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

8' - 0" xxx xxx xxx

NEW WORK

EXISTING TO REMAIN

EXISTING TO BE DEMOLISHED

KEYED NOTE REFERENCE

ELEVATION, POINT OF CHANGE OR SPOT

IDENTIFICATION, TILE START POINT

MATCH LINE

A21

DETAIL OR NOTATION REFERENCE

SHEET WHERE DETAIL OR NOTE IS SHOWN

DETAIL OR NOTE NUMBER

BASIC DETAIL REFERENCE

CUT LINE

GRID LINEA

SYMBOL DESCRIPTION

1'6" 2'0

SCALE: 1" = 1'-0"

GRAPHIC SCALE

101 WINDOW TAG

DOOR TAG

PARTITION TAG1

CEILING HEIGHT

SECURITY FENCE

SCALE:

A-002 View Name

1/8" = 1'-0"

REVISION TAG

NORTH

ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

VIEW NUMBER

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

INTERIOR ELEVATION REFERENCE

SHEET NUMBER

Name Elevation

Room name

PLAN NORTH

A101

SIM

A101

SIM

A-101

EXTERIOR ELEVATION REFERENCE

1Ref

R ef

1Ref

R ef

SECTION REFERENCE

DETAIL REFERENCE

VIEW NUMBER

SYMBOL DESCRIPTION

A101

1SIM

VIEW NAME

LIFE SAFETY TAG

TOILET ACCESSORY TAGTA1

DETAIL NUMBER

SHEET WHERE DETAIL IS SHOWN

SHEET FROM WHICH DETAIL IS REFERENCED

SCALE:

A02

View Name 1/8" = 1'-0"R101

ROOM NUMBER

LF: #

OCCUPANTS: #

150 SF

ROOM NAME

AND

ANGLE

CENTERLINE

DIAMETER / ROUND

POUND / NUMBER

EXISTING

NEW

ANCHOR BOLT

ABOVE

ASPHALTIC CONCRETE

ASBESTOS CONTAINING

MATERIAL

ACOUSTICAL

AREA DRAIN

AMERICANS WITH

DISABILITIES ACT

ADDITIONAL

ADJUSTABLE

ABOVE FINISH FLOOR

AGGREGATE

ALUMINUM

APPROXIMATE

ARCHITECTURAL

ASBESTOS

ASPHALT

BACKING

BOARD

BELOW

BITUMINOUS

BUILDING

BLOCKING

BEAM

BOTTOM

BOTTOM OF

BEARING

BUILT UP ROOFING

BASE PLATE

CABINET

CATCH BASIN

CEMENT

CERAMIC

CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CORNER GUARD

CAST IRON

CONSTRUCTION JOINT

CEILING

CAULKING

CLOSET

CLEAR

CENTIMETER

CONCRETE MASONRY UNIT

COUNTER

CASED OPENING

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CORRIDOR

CERAMIC TILE

CENTER

COUNTERSUNK

DOUBLE

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DISPENSER

DOWN

DOOR OPENING

DOOR

DOWNSPOUT

DRAWING

DRAWER

ABV

ACOUS

ADA

ADDTL

ADJ

AFF

AGG

ALUM

APPROX.

ARCH

ASB

ASPH

L C O (E) (N)

BACK'G

BEL

BITUM

BLDG

BLKG

BOT/B

BRG

BUR

CAB

CEM

CER

CF/CI

CLG

CLKG

CLO

CLR

CMU

CNTR

COL

CONC

CONN

CONST

CONT

CORR

CTR

CTSK

DBL

DEPT

DET

DIA

DIM

DISP

DWG

DWR

FIRE ALARM

FACTORY

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FURNITURE, FIXTURES AND

EQUIPMENT

FINISH GRADE

FIRE HYDRANT

FIRE HOSE CABINET

FINISH

FIXTURE

FLUSH JOINT

FLOOR

FLASHING

FLUORESCENT

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

FACE OF WALL

FRAMING

FIBER REINFORCED PLASTIC

FLOOR SINK

FOOT / FEET

FOOTING

FURRING

GAS

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GALVANIZED IRON

GLASS

GROUND

GALLONS PER MINUTE

GRADE

GYPSUM BOARD

HIGH

HOSE BIBB

HOLLOW CORE

HARDWOOD

HARDWARE

HEIGHT

HOLLOW METAL

HORIZONTAL

HOUR

HEATING VENTILATING

AIR CONDITIONING

INSIDE DIAMETER

INVERT ELEVATION

INFORMATION

INSULATION

INTERIOR

JANITOR

JOINT

KITCHEN

CONTRACTING OFFICER

CONTRACTOR

LONG

LABORATORY

LAVATORY

POUND

LOAD FACTOR

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIGHT

LIGHT-WEIGHT

FACT

FDN

FEC

FF&E

FHC

FIN

FIXT

FLR

FLSH'G

FLUOR

FOC

FOF

FOM

FOS

FOW

FRMG

FRP

FTG

FURR

GALV

GND

GPM

GR(D)

GYP BD

HDWD

HORZ

HVAC

INFO

INSUL

INT

JAN

KIT

KTR

LAB

LAV

LLH

LLV

LTWT

ON CENTER

OCCUPANTS

OCCUPANCY TYPE

OUTSIDE DIAMETER

OWNER FURNISHED/

CONTRACTOR INSTALLED

OVERFLOW DRAIN

OFFICE

OPPOSITE HAND

OPENING

OFFICE OF SAFETY AND HEALTH

ADMINISTRATION

PARTITION

PORTLAND CEMENT CONCRETE

PANEL JOINT

PLATE

PLASTIC LAMINATE

PLASTER

PLACES

PLUMBING

PLYWOOD

PAIR

POUNDS PER SQUARE INCH

POINT

PAINTED

PRESSURE TREATED DOUGLAS FIR

POLYVINYL CHLORIDE

QUARRY TILE

RADIUS

ROOF DRAIN

REFRIGERATOR

REINFORCED

REQUIRED

RESILIENT

REVISED

ROOM

ROUGH OPENING

REDWOOD

SEWER / SOUTH

SOLID CORE

SEAT COVER DISPENSER

SCHEDULE

STORM DRAIN

SAN DIEGO GAS & ELECTRICAL

SECTION

SQUARE FOOT

SEMI-GLOSS

SEE ELECTRICAL DRAWINGS

SEE MECHANICAL DRAWINGS

SEE STRUCTURAL DRAWINGS

SEE PLUMBING DRAWINGS

SHEET METAL SCREEN

SHOWER

SHEET

SHEATHING

SIMILAR

SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

OCCS

OCCX

OF/CI

OFD

OFF

OPNG

OSHA

PART

PCC

PLAM

PLAS

PLCS

PLUMB

PLYWD

PSI

PTD

PTDF

PVC

R/RAD

REF

REINF

REQD

RESIL

REV

RDWD

SCD

SCH

SDGE

SECT

SED

SMD

SSD

SPD

SMS

SHR

SHT

SHTG

SIM

SMACNA

TILE START POINT

SPECIFICATION

SQUARE

STAINLESS STEEL

SOUND TRANSMISSION COEFFICIENT

STANDARD

STRUCTURAL

STIFFENERS

STEEL

STORAGE

STRUCTURE

SUSPENDED

STEEL ANGLE BACK TO BACK

SURFACE ON FOUR SIDES

TOP OR THREAD

TOP AND BOTTOM

TELEPHONE

TEMPERED

TONGUE AND GROOVE

THICK(NESS)

THREADED

TOOLED JOINT

TOP OF CONCRETE

TOP OF FOUNDATION

TOP OF PAVEMENT / TOP OF PARAPET

TOP OF WALL

TUBE STEEL

TELEVISION

TYPICAL

UNDERWRITER'S LABORATORY

UNLESS OTHERWISE NOTED

URINAL

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

VENT THRU ROOF

SPEC

STC

STD

STR

STIFF

STL

STOR

STRUCT

SUSP

SLBB

S4S

T T&B

TEL(E)

TEMP

T&G

THK

THR

TOC

TOF

TOP

TOW

TYP

UON

VCT

VERT

VEST

VIF

VTR

EAST

EACH

EXTERIOR INSULATION & FINISH

SYSTEM

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATOR

ENCLOSURE

ELECTRICAL PANELBOARD

EQUAL OR EQUIVALENT

EQUIPMENT

ET CETERA

ELECTRIC WATER COOLER

EXISTING

EXPANSION

EXTERIOR

EIFS

ELEC

ELEV

ENCL

EQUIP

ETC

EWC

EXIST

EXP

EXT

METER

MATERIAL

MAXIMUM

MACHINE BOLT

MODIFIED BITUMEN ROOFING

MECHANICAL

MEMBRANE

MANUFACTURER

MAN HOLE

MINIMUM

MISCELLANEOUS

MILLIMETER

MASONRY OPENING

MOUNTED

METAL

MULLION

NORTH

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION

COEFFICIENT

NOT TO SCALE

MAT

MAX

MBR

MECH

MEMB

MFR

MIN

MISC

MTD

MTL

MUL

NIC

NOM

NRC

NTS

10.

11.

12.

13.

14.

15.

16.

DIMENSIONS ARE TAKEN TO FACE OF FINISH, CONCRETE,

MASONRY, OR CENTERLINE OF STRUCTURE, U.O.N.

WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER

SCALE. SCALED DIMENSIONS TAKEN BY THE CONTRACTOR

WITHOUT CONSULTING THE ARCHITECT, ARE USED AT THE

CONTRACTOR'S OWN RISK. DO NOT SCALE DRAWINGS.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE

ARCHITECTURAL DRAWINGS WITH RELATED

REQUIREMENTS ON OTHER DRAWINGS AS APPLICABLE.

NOTIFY KO OF ANY DISCREPANCIES BEFORE PROCEEDING

WITH THE WORK.

DISCREPANCIES AND OMISSIONS ON THE DRAWINGS

AND/OR SPECIFICATIONS OR CONFLICTS WITH EXISTING

CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF

THE KO BEFORE PROCEEDING WITH ANY ELEMENT OF THIS

PROJECT.

PROVIDE ALL NECESSARY ANCHORAGE BLOCKING,

BACKING, FRAMING FOR LIGHT FIXTURES, CASEWORK,

SHELVING, MIRRORS, TOILET ACCESSORIES AND ALL OTHER

ITEMS AS REQUIRED FOR COMPLETE INSTALLATION.

PATCH AND REPAIR ANY DAMAGE TO WALLS, FLOORS,

CEILINGS, CABINETS, HARDWARE, WINDOWS, FIXTURES,

ETC., AS A RESULT OF THE CONSTRUCTION PROCESS OR

WHICH MAY BE EXISTING CONDITIONS. MATCH EXISTING

FINISHES AS CLOSELY AS POSSIBLE UNLESS NOTED

OTHERWISE. RESULTANT CONDITIONS OF PATCHES AND

REPAIRS TO BE LIKE NEW WITH ALL SURFACES AND

MATERIALS IN A CLEAN AND SPOTLESS CONDITION. ALL

SPACES DIRTIED BY ANY PART OF CONSTRUCTION ARE TO

BE CLEANED IN A TIMELY FASHION.

CONDUCT ALL WORK WITH MINIMAL INTERFERENCE TO

ADJACENT AND OCCUPIED AREAS. PROVIDE AND MAINTAIN

TEMPORARY BARRIERS (FOR DUST, TRAFFIC ETC.) AS

NECESSARY THROUGHOUT THE DURATION OF THE

PROJECT.

FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO

COMMENCING WORK SO AS TO ENSURE NO CONFLICT WITH

EXISTING WALLS, CEILINGS, OR EQUIPMENT. CONFLICT

SHOULD BE BROUGHT TO THE ATTENTION OF THE KO PRIOR

TO PROCEEDING WITH WORK.

U.O.N., ALL NEW DOORS SHALL BE LOCATED 4" FROM

ADJACENT PERPENDICULAR WALLS TO THE OUTSIDE OF

THE DOOR FRAME.

KTR TO PROVIDE COMPREHENSIVE SIGNAGE PACKAGE, PER

BASE STANDARDS (BEAP) FOR REVIEW AND ACCEPTANCE

BY CONTRACTING OFFICER.

LIGHT FIXTURES, DIFFUSERS, AND OTHER SIMILAR ITEMS

THAT ARE RECESSED IN, MOUNTED ON, OR HUNG FROM THE

CEILING SHALL BE EQUALLY SPACED AND CENTERED

BETWEEN WALLS TO PROVIDE UNIFORM APPEARANCE

U.O.N.

INSTALL MATERIALS, EQUIPMENT, AND FIXTURES IN

CONFORMANCE WITH THE REQUIREMENTS AND

RECOMMENDATIONS OF THE MANUFACTURER'S AND THE

REQUIREMENTS OF THE APPLICABLE CODES.

CEILING LAYOUT IS CONCEPTUAL ONLY. ANY

DISCREPANCIES BETWEEN THE ARCHITECTURAL RCP &

ENGINEER'S LIGHTING PLANS SHOULD BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE ARCHITECT & CONTRACTING

OFFICER FOR RESOLUTION PRIOR TO PROCEEDING WITH

THE WORK.

AT COMPLETION OF THE WORK, CONTRACTOR SHALL

REMOVE ALL MARKS, STAINS, FINGERPRINTS, DUST, DIRT,

SPLATTERED PAINT, AND BLEMISHES RESULTING FROM THE

VARIOUS OPERATIONS THROUGH OUT THE PROJECT.

CONSTRUCTION AREA MUST BE BROOM CLEANED DAILY

AND ALL MATERIALS SHALL BE STACKED OR FIELD IN AN

ORDERLY FASHION OUT OF TRAFFIC PATTERNS AND NOT

BLOCKING FIRE EXISTS.

DETAILS ARE USUALLY KEYED ONLY ONCE (ON THE PLANS

OR ELEVATIONS WHEN THEY FIRST OCCUR) AND ARE

TYPICAL FOR SIMILAR CONDITIONS THROUGH OUT U.O.N..

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

C O

M M

L S

O, C

NO SCALE

G-003

S, A

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

ARCHITECTURAL GENERAL SYMBOLS ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL GENERAL NOTES

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

BACK GRAB BARCOMPARTMENT/ROOM DOOR LOCATION SIDE GRAB BAR

ACCESSIBLE WATER CLOSET REQUIRED CLEAR SPACE

36" MIN

6" MIN TOE CLEARANCE WHERE REQD

2" C

" T

6" T

O T

O P

" T

T O

P O

12"

MIN

24" MIN24" MIN

PER IBC

" T

O P

" T

O C

N E

39" TO 41"

" T

" M

16" TO 18"

18" PER IBC

60" MIN

" M

L- H

U N

G F

R E

54" MIN

12"

MAX 42" MIN

ACCESS

AISLE

36" MAX

PER IBC

ALTERNATE

DOOR

LOCATION

" T

O C

N E

O R

U P

6" T

K-

U C

FLUSH

VALVE

ON WIDE

SIDE

4" MAX

15" MIN. TO 48" MAX AFF TO

CENTER OF OUTLET AND

NOT LOCATED BEHIND

GRAB BAR;

PER IBC

END OPENING DOOR AT MULTIPLE ACCOMMODATION

TOILET FACILITIES - 48" MIN CLR PER IBC

TOILET FACILITIES - 60" MIN CLR PER IBC ALL SINGLE ACCOMMODATION RESTROOM - 48" MIN

CLR PER IBC

VERTICAL GRAB

BAR

PER 2012 IBC AND

ANSI 604.5.1

28" MIN CLR TO A

FIXTURE OR

32" MIN CLR TO A WALL

PER IBC

REQUIRED

CLEAR

SPACE AT

ACCESSIBLE

WATER

CLOSET

7"-9" TO

CENTERLINE OF

TOILET PAPER

DISPENSER

" M

O R

O U

R E

* 42" MIN ACCESS AISLE FOR LATCH SIDE APPROACH

TO ACCESSIBLE WATER CLOSET COMPARTMENT

EXCEPT FOR

DOOR CLEARANCE REQUIREMENTS; 44" PER ABAAS

12" MAX PER IBC

ACL

O N

L W

SIDE WALL

SEAT WALL

ACCESSIBLE SHOWER COMPARTMENT SIZE AND CLEARANCES

RESTROOMS

- ALL WALLS WITHIN RESTROOMS SHALL BE FINISHED TO A 5"HT & WALLS WITHIN TOILET COMPARTMENTS SHALL BE FINISHED TO A 52" HT

WITH A SMOOTH, HARD, NON-ABSORBENT SURFACE PER IBC

ACCESSIBLE WATER CLOSET

- FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING 7" MOUNTED 44"

HT MAX PER IBC FORCE REQUIRED TO ACTIVATE FLUSH VALVE SHALL BE 5 LB MAX

- TOILET PAPER DISPENSER SHALL ALLOW CONTINUOUS FLOW OF PAPER

- REQUIRED CLEARANCE AT TOILETS CAN OVERLAP WITH REQUIRED CLEAR SPACE OF OTHER FIXTURES OR TURNING SPACE; NO

FIXTURES WITHIN THE CLEAR SPACE

COMPARTMENT DOORS

- DOORS TO BE LOCATED IN THE FRONT OR SIDE PARTITION OR WALL FARTHEST FROM THE TOILET AND SHALL HAVE A CLEAR OPENING

OF 32" MIN WIDE; 34" MIN WIDE WHEN LOCATED ON THE SIDE PER IBC

- DOOR TO BE SELF-CLOSING AND ADJUSTED SO IT TAKES 5 SEC MIN FROM A 90 DEGREE OPEN POSITION TO 12 DEGREES FROM LATCH SIDE

- DOOR PULLS (LOOP OR U-SHAPED HANDLE) SHALL BE PLACED ON BOTH SIDES (PUSH AND PULL) AND BE 34" MIN TO 48" MAX AFF; 34" TO 44" PER IBC

- LOCKS/LATCH SHALL BE FLIP-OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING AND

BE 34" MIN TO 48" MAX AFF; 34" TO 44" PER IBC

- FORCE REQUIRED TO OPERATE DOOR OR HARDWARE SHALL BE 5 LB MAX

- IF THE DOOR EXTENDS TO WITHIN 10" OF THE FINISH FLOOR IT SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE

- A LATCH SIDE PULL APPROACH MAY HAVE 42" CLEAR; 48" PER IBC

- DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA, NOR IN REQUIRED CLEAR SPACE OF ANY FIXTURES; A

DOOR CAN ENCROACH INTO 5' Ø TURNING SPACE MAX OF 12" ENCROACHMENT PER IBC

- A TOE CLEARANCE OF 9" HIGH UNDER THE PARTITION AND 6" DEEP BEYOND THE PARTITION IS NOT REQUIRED AT THE FRONT PARTITION IF THE COMPARTMENT IS >62" DEEP FOR WALL-HUNG OR >65" FOR FLOOR MOUNT; NOT REQUIRED AT SIDE PARTITION IF >66" WIDE; IF A 9" TOE CLEARANCE IS PROVIDED AT THE DOOR, CLEARANCE AT THE STRIKE SIDE IS NOT REQUIRED PER IBC

GRAB BARS

- THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 11/2"

- THE SPACE BELOW AND AT EACH END OF THE GRAB BAR SHALL BE 11/2" MIN

- THE SPACE BETWEEN GRAB BARS AND PROJECTING OBJECTS ABOVE SHALL BE 12" MIN; 18" PER IBC

- GRAB BARS AND ADJACENT SURFACES SHALL BE FREE OF SHARP OR ABRASIVE SURFACES OR ELEMENTS AND ADJACENT ELEMENTS SHALL ALSO HAVE ROUNDED SURFACES WITH A MIN 1/8" RADIUS PER IBC 1 1/4" to 1 1/2" PER IBC

- SHALL NOT ROTATE WITHIN THEIR FITTINGS AND SHALL ALLOW A STRESS, SHEAR, TENSILE FORCE OF 250 LBS MIN

- CIRCULAR GRAB BARS SHALL HAVE A DIAMETER OF 1" MIN TO 2" MAX; 1 1/4"

- NON-CIRCULAR GRAB BARS SHALL HAVE CROSS SECTION OF 2" MAX AND A PERIMETER DIMENSION OF 4.8" MAX; NOT ALLOWED PER IBC

- RECESSED GRAB BARS CAN BE PLACED IN A 3" MAX RECESS PER IBC

- TOILET PAPER DISPENSER LOCATED ABOVE THE GRAB BAR IS REQUIRED TO BE RECESSED

SEAT WALL CONTROL WALL SIDE WALL

NOTE:

TYPICAL MOUNTING

HEIGHTS SHALL

BE MEASURED FROM

THE FINISHED

FLOOR TO THE

HIGHEST OPERABLE

DEVICE ON EACH ITEM.

FIRE ALARM

LIGHT SWITCH

ELECTRICAL

OUTLET

SANITARY NAPKIN DISPOSAL

TOILET PAPER

DISPENSER

URINAL W/

ELONGATED RIM

AND OSCILLATING

HANDLE

ALL DISPENSERS

+/- 40" MAX TO HIGHEST

OPERABLE PART

GRAB BAR

42" GRAB BAR

LOCATE FLUSH

ACTIVATOR ON

WIDE SIDE OF

STALL

AX44

AX17

AX48

IN18

INSULATE HOT

WATER & DRAIN

PIPES

AX34

AX40

MIRROR,

GLASS

AX40

2' -5

" M

9" M

" T

THERMOSTAT

" M

- ONE OF EACH PROVIDED TYPE SHOULD BE ACCESSIBLE

- ALL CONTROLS INCLUDING COIN SLOTS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST

- FORCE REQUIRED TO ACTIVATE SHALL BE 5 LB MAX

- PROVIDE A CLEAR FLOOR SPACE OF 30" X 48" MIN AT EACH ACCESSORY

- DOORS SHALL NOT SWING INTO REQUIRED CLEAR SPACE

SOAP DISH SHELF

AX40

COAT

HOOK

AX40

SHOWER ROD

AX19

SHOWER/

DRESSING SEAT

COMNINATION

PAPER TOWEL

DISPENSER/TRASH

TA1

TA5

TA9

TA3

TA4

TA1

TA2

TA6

TA7

TA8TA9

TOILET SEAT COVER DISPENSER

TA10

GRAB BAR

TA10

AX33

" M

IN18

40"

16"

24 1/2" 12"

56" ø 5' - 0"

6" (V

7' - 4" (VIF)

38"

" M

18" 12"

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

C O

M M

L S

O, C

NO SCALE

G-004

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:G-004 NOT TO SCALE

2 TYPICAL WATER CLOSET CLEARANCES & SHOWER REQUIREMENTS

SCALE:G-004 NO SCALE

1 TYPICAL FIXTURES AND ACCESSORIES MOUNTING HEIGHTS

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

NOTE: IMAGES TAKEN FROM UFC 3-120-01 DESIGN: SIGN STANDARDS, WITH CHANGE 3

DATED: 03-01-14, CHANGE/REVISION DATE: 12-12-2017

3/4" (18mm) TACTILE ROOM

DESCRIPTION WITH BRAILLE,

HELVETICA NUEUE 55 ROMAN

9" (229mm)

ADD ACCESSIBLE RESTROOM

DIRECTIONAL MESSAGE IF REQUIRED,

HELVETICA NUEUE 55 ROMAN

6" (152) SYMBOL

OPTIONAL 1 1/2" (38mm)

TACTILE ROOM NUMBER WITH

BRAILLE, HELVETICA NUEUE

55 ROMAN

2" (3 m m

3" (7

6m m

(2 m m

(7 6m m

2" (3

8m m

8 1/2" (216mm)

1" (25MM) TACTILE ROOM

DESCRIPTION WITH BRAILLE,

HELVETICA NUEUE 55 ROMAN

6" (152MM) SYMBOL

OPTIONAL 1 1/2" (38mm)

TACTILE ROOM NUMBER WITH

BRAILLE, HELVETICA NUEUE

55 ROMAN

9" (229mm)

2" (3

6m m

3" (7

6m m

(2 m m

(7 6m m

8 1/2" (216mm)

NOTE: IMAGES TAKEN FROM UFC 3-120-01 DESIGN: SIGN STANDARDS, WITH CHANGE 3

DATED: 03-01-14, CHANGE/REVISION DATE: 12-12-2017

TYPICAL WALL SIGN INSTALLATION TYPICAL DOOR MOUNTED INSTALLATION

3" (76mm) 3" (76mm)

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

O M

L S

O, C A

NO SCALE

G-005

G E

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

GENERAL SIGNAGE REQUIREMENTS

VISUAL CHARACTERS:

VISUAL CHARACTERS SHALL COMPLY WITH 703.5.

- FINISH AND CONTRAST: CHARACTERS AND THEIR

BACKGROUND SHALL HAVE A NON-GLARE FINISH.

CHARACTERS SHALL CONTRAST WITH THE BACKGROUND

WITH EITHER LIGHT CHARACTERS ON A DARK

BACKGROUND OR DARK CHARACTERS ON A LIGHT

BACKGROUND.

- CASE: CHARACTERS SHALL BE UPPERCASE OR

LOWERCASE OR A COMBINATION OF BOTH.

- STYLE: CHARACTERS SHALL BE CONVENTIONAL IN

FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE,

SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL

FORMS.

- CHARACTER PROPORTIONS: CHARACTERS SHALL BE

SELECTED FROM FONTS WHERE THE WIDTH OF THE

UPPERCASE LETTER “O” IS 55 PERCENT MINIMUM AND 110

PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE

LETTER “I”.

- CHARACTER HEIGHT: MINIMUM CHARACTER HEIGHT

SHALL COMPLY WITH TABLE 703.5.5. VIEWING DISTANCE

SHALL BE MEASURED AS THE HORIZONTAL DISTANCE

BETWEEN THE CHARACTER AND AN OBSTRUCTION

PREVENTING FURTHER APPROACH TOWARDS THE SIGN.

CHARACTER HEIGHT SHALL BE BASED ON THE

UPPERCASE LETTER “I”.

- HEIGHT FROM FINISH FLOOR OR GROUND: VISUAL

CHARACTERS SHALL BE 40 INCHES (1015 MM)

MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

- STROKE THICKNESS: STROKE THICKNESS OF THE

UPPERCASE LETTER “I” SHALL BE 10 PERCENT MINIMUM

AND 30 PERCENT MAXIMUM OF THE HEIGHT OF THE

CHARACTER.

- CHARACTER SPACING: CHARACTER SPACING SHALL BE

MEASURED BETWEEN THE TWO CLOSEST POINTS OF

ADJACENT CHARACTERS, EXCLUDING WORD SPACES.

SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE

10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF

CHARACTER HEIGHT.

- LINE SPACING: SPACING BETWEEN THE BASELINES OF

SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE

SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT

MAXIMUM OF THE CHARACTER HEIGHT.

PICTOGRAMS:

PICTOGRAMS SHALL COMPLY WITH 703.6.

- PICTOGRAM FIELD: PICTOGRAMS SHALL HAVE A FIELD

HEIGHT OF 6 INCHES (150 MM) MINIMUM. CHARACTERS

AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM

FIELD.

- FINISH AND CONTRAST: PICTOGRAMS AND THEIR FIELD

SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL

CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT

PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON

A LIGHT FIELD.

- TEXT DESCRIPTORS: PICTOGRAMS SHALL HAVE TEXT

DESCRIPTORS LOCATED DIRECTLY BELOW THE

PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY

WITH 703.2, 703.3 AND 703.4.

SYMBOLS OF ACCESSIBILITY

SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH 703.7.

- FINISH AND CONTRAST: SYMBOLS OF ACCESSIBILITY

AND THEIR BACKGROUND SHALL HAVE A NON-GLARE

FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST

WITH THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL

ON A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT

BACKGROUND. INTERNATIONAL SYMBOL OF

ACCESSIBILITY SHALL COMPLY WITH FIGURE 703.7.2.1.

ENTRANCE SIGNS:

WHERE NOT ALL ENTRANCES COMPLY WITH 404, ENTRANCES

COMPLYING WITH 404 SHALL BE IDENTIFIED BY THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH

703.7.2.1. DIRECTIONAL SIGNS COMPLYING WITH 703.5 THAT

INDICATE THE LOCATION OF THE NEAREST ENTRANCE

COMPLYING WITH 404 SHALL BE PROVIDED AT ENTRANCES

THAT DO NOT COMPLY WITH 404.

INTERIOR SIGN MOUNTING:

- DRYWALL: ADHESIVELY APPLIED, NO VISIBLE

FASTENERS.

- GLASS: ADHESIVELY APPLIED WITH ADDITIONAL BLANK

PLASTIC BACKING THE SAME SIZE/ COLOR AS THE SIGN

ADHESIVELY APPLIED TO THE BACK SIDE OF THE GLASS,

NO VISIBLE FASTENERS.

GENERAL REQUIREMENTS:

SIGNS SHALL COMPLY WITH 703. WHERE BOTH VISUAL AND

TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH

BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE

SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE

CHARACTERS, SHALL BE PROVIDED. SIGNS SHALL COMPLY

WITH THE FOLLOWING:

RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS:

RAISED CHARACTERS SHALL COMPLY WITH 703.2 AND SHALL BE

DUPLICATED IN BRAILLE COMPLYING WITH 703.3. RAISED

CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH

703.4.

- DEPTH: RAISED CHARACTERS SHALL BE 1/32 INCH

(0.8 MM) MINIMUM ABOVE THEIR BACKGROUND.

- CASE: CHARACTERS SHALL BE UPPERCASE.

- STYLE: CHARACTERS SHALL BE SANS SERIF.

CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT,

HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.

- CHARACTER PROPORTIONS: CHARACTERS SHALL BE

SELECTED FROM FONTS WHERE THE WIDTH OF THE

UPPERCASE LETTER “O” IS 55 PERCENT MINIMUM AND 110

PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE

LETTER “I”.

- CHARACTER PROPORTIONS: CHARACTER HEIGHT

MEASURED VERTICALLY FROM THE BASELINE OF THE

CHARACTER SHALL BE 5/8 INCH (16 MM) MINIMUM AND 2

INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE

UPPERCASE LETTER “I”.

- STROKE THICKNESS: STROKE THICKNESS OF THE

UPPERCASE LETTER “I” SHALL BE 15 PERCENT

MAXIMUM OF THE HEIGHT OF THE CHARACTER.

- CHARACTER SPACING: CHARACTER SPACING SHALL BE

MEASURED BETWEEN THE TWO CLOSEST POINTS OF

ADJACENT RAISED CHARACTERS WITHIN A MESSAGE,

EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE

RECTANGULAR CROSS SECTIONS, SPACING BETWEEN

INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH (3.2

MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER

STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVE

OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL

RAISED CHARACTERS SHALL BE 1/16 INCH (1.6 MM)

MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE

WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS,

AND 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE RAISED

CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF

THE CROSS SECTIONS. CHARACTERS SHALL BE

SEPARATED FROM RAISED BORDERS AND DECORATIVE

ELEMENTS 3/8 INCH (9.5 MM) MINIMUM.

- LINE SPACING: SPACING BETWEEN THE BASELINES OF

SEPARATE LINES OF RAISED CHARACTERS WITHIN

A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170

PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT.

BRAILLE:

BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY

WITH 703.3 AND 703.4.

- DIMENSIONS AND CAPITALIZATION: BRAILLE DOTS SHALL

HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY

WITH TABLE 703.3.1. THE INDICATION OF AN UPPERCASE

LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE

FIRST WORD OF SENTENCES, PROPER NOUNS AND

NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS,

AND ACRONYMS.

- POSITION: BRAILLE SHALL BE POSITIONED BELOW THE

CORRESPONDING TEXT. IF TEXT IS MULTI-LINED, BRAILLE

SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE

SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM FROM A

ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM)

MINIMUM FROM RAISED BORDERS AND DECORATIVE

ELEMENTS.

INSTALLATION HEIGHT AND LOCATION:

SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH 703.4.

- HEIGHT ABOVE FINISH FLOOR OR GROUND: TACTILE

CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES

(1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR

GROUND SURFACE, MEASURED FROM THE BASELINE OF

THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525

MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND

SURFACE, MEASURED FROM THE BASELINE OF THE

HIGHEST TACTILE CHARACTER.

- LOCATION: WHERE A TACTILE SIGN IS PROVIDED AT A

DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE

DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS

PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF,

THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF.

WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS

WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED

TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE

IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE

DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS

SHALL BE LOCATED ON THE NEAREST ADJACENT WALL.

SIGNS CONTAINING TACTILE CHARACTERS SHALL BE

LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES

(455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM,

CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED

BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE

CLOSED POSITION AND 45 DEGREE OPEN POSITION.

SCALE:G-005 6" = 1'-0"

2 FED RESTROOM WALL ID

SCALE:G-005 12" = 1'-0"

1 TYPICAL INTERIOR SIGN INSTALLATIONS

SCALE: NOT TO SCALE

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

AD-103

ENLARGED DEMOLITION FLOOR PLAN

AD-103

ENLARGED DEMOLITION FLOOR PLAN

1 1

REQUIRED EXTERIOR SCOPE OF WORK IS NOTED ON

SUBSEQUENT DRAWINGS AS REFERENCED AND AS NOTED ON

MEP AND STRUCTURAL DRAWINGS.

SHEET NOTES

(E) BUILDING ENTRY

(E) PARKING LOT

(E) ROOF OVERHANG

(E) LANDSCAPING

KEY NOTES

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

AS INDICATED

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

O M

L S

O, C A

AD-101

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:AD-101 3/64" = 1'-0"

1 DEMOLITION SITE PLAN

32'16' 64'0

SCALE: 3/64" = 1'-0"

32'16' 64'0

SCALE: 3/64" = 1'-0"

PLAN

NORTH

TRUE

NORTH

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

12A

ABCD B.2EFGHH8JK

AD-103

ENLARGED DEMOLITION FLOOR PLAN

1 ENLARGED DEMOLITION REFLECTED CEILING PLAN

AD-104

AD-103

ENLARGED DEMOLITION FLOOR PLAN

AD-103

ENLARGED DEMOLITION FLOOR PLAN

2 ENLARGED DEMOLITION REFLECTED CEILING PLAN

AD-104

3 ENLARGED DEMOLITION REFLECTED CEILING PLAN

AD-104

WORK REQUIRED IS NOTED ON ENLARGED PLANS AND AS

SHOWN ON MEP DRAWINGS.

SHEET NOTES

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

AS INDICATED

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

O M

L S

O, C A

AD-102

N K

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:AD-102 3/32" = 1'-0"

1 DEMOLITION KEY PLAN

16'8' 32'0

SCALE: 3/32" = 1'-0"

PLAN

NORTH

TRUE

NORTH

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

KEY NOTES

1 (E) VEGETATION TO BE REMOVED

(E) EXTERIOR WALL

(E) EXTERIOR FULL HEIGHT STOREFRONT WINDOW

(E) SIDEWALK TO REMAIN

(E) CONCRETE FLATWORK TO BE REMOVED, SMD

(E) FLAGPOLE TO BE REMOVED AND SAVED FOR

REINSTALLATION AT (N) LOCATION

(E) BUILDING ENTRY

CLEAR (E) LANDSCAPING AS REQ'D FOR CONSTRUCTION OF

(N) MECHANICAL ENCLOSURE, RELOCATE (E) IRRIGATION AS

REQUIRED

(E) EAVE

PARTIAL DEMOLITION OF (E) EXTERIOR WALL FOR

PENENTRATION OF (N) MECHANICAL DUCTWORK, VERIFY

LOCATIONS OF (E) STRUCTURAL ELEMENTS IN WALL, SMD

COURTYARD

(E) STEEL COLUMN, VERIFY LOCATION

LEGEND

(E) CONDITION

TO BE DEMOLISHED

INDICATES NO ARCHITECTURAL

SCOPE OF WORK

SHEET NOTES

DEMOLISH (E) RESTROOM FLOOR FINISH DOWN TO THE

(E) STRUCTURAL CONCRETE SLAB. CLEAN CONCRETE AND

PREPARE FOR NEW FLOOR PER FINISH SCHEDULE.

REMOVE ALL (E) RESTROOM AND SHOWER WALL FINISHES TO

STUD.

REMOVE/DEMOLISH ALL (E) RESTROOM PLUMBING FIXTURES,

TOILET PARTITIONS, ACCESSORIES, LIGHTING, SIGNAGE, AND

OTHER APPURTENANCES. SEE MEP DRAWINGS FOR

ADDITIONAL INFORMATION.

SSD FOR FLOOR CONCRETE INFILL DETAIL.

SEE MEP DRAWINGS FOR SCOPE OF WORK FOR DEMOLITION

OF (E) RESTROOM PLUMBING FIXTURES, MECHANICAL

DUCTWORK & REGISTER GRILLS, (E) ELECTRICAL WIRING AND

OUTLETS, SED.

VERIFY WITH THE KO PRIOR TO DEMOLITION OF WHICH ITEMS,

SIGNAGE, ACCESSORIES, ETC ARE TO BE TURNED OVER TO

THE GOVERNMENT OR REMOVED FROM THE SITE.

REMOVE ALL (E) WALL FINISHES TO STUDS.

DEFG

JANITOR

CLOSET

MENS

RESTROOM

WOMENS

RESTROOM

SHOWER

109A

SHOWER

109A

RESOURCE

CENTER

PROJ./STOR.

STOR.

CONF./CLASSROOM

MECH/ELEC

LOBBY

VESTIBULE

FD FD

DEFG

HHD

HALL

LOBBY

HALL

S-3 PLANS

TYP

HH8JK

4 7

BDE CDR

HALL

LOBBY

RESOURCE

CENTER

PROJ./STOR.

TYP

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

AS INDICATED

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

O M

L S

O, C A

AD-103

O O

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

PLAN

NORTH

SCALE:AD-103 1/4" = 1'-0"A-301

1 DEMOLITION FLOOR PLAN - RESTROOMS

TRUE

NORTH

SCALE:AD-103 1/8" = 1'-0"AD-101

2 DEMOLITION PLAN - COURTYARD

SCALE:AD-103 1/8" = 1'-0"AD-101

3 DEMOLITION PLAN - EXTERIOR

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

8'4' 16'0

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

AD-101

(E) EXTERIOR WALL

(E) EXTERIOR STOREFRONT

(E) EAVE

ADJUST/CUT/TRIM EXISTING (E) GYP BD CEILING AS REQ'D

FOR INSTALLATION OF (N) LIGHT FIXTURES & REGISTERS,

SED & SMD

ADJUST (E) SUSPENDED CEILING SYSTEM AS REQUIRED

FOR (N) MECHANICAL SHAFT

(E) ACCESS PANEL TO REMAIN

(E) GYP BD CEILING TO REMAIN, PATCH AND REPAIR AS

REQ'D DUE TO DEMOLITION OF (E) WALL AND

INSTALLATION OF (N) LIGHT FIXTURES AND REGISTERS,

SED & SMD

KEY NOTES

LEGEND

(E) CONDITION

GYP BD

CEILING LIGHT

FIXTURE

MECHANICAL

WALL MOUNTED

LIGHT FIXTURE

(E) CONDITION

TO BE DEMOLISHED

INDICATES NO

ARCHITECTURAL

SCOPE OF WORK

FIXTURES, LIGHTING, AND REGISTERS SHOWN FOR

REFERENCE ONLY, SEE MEP DRAWINGS FOR ADDITIONAL

INFORMATION.

EXISTING FIRE SPRINKLER SYSTEM TO REMAIN UON, PROTECT

DURING DEMOLITION.

SHEET NOTES:

DEFG

3 TYP

TYP

HH8JK

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

AS INDICATED

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

O M

L S

O, C A

AD-104

N R

D C

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

PLAN

NORTH

SCALE:AD-104 1/4" = 1'-0"A-301

1 DEMOLITION REFLECTED CEILING PLAN

TRUE

NORTH

SCALE:AD-104 1/8" = 1'-0"AD-102

2 DEMOLITION REFLECTED CEILING PLAN - COURTYARD

SCALE:AD-104 1/8" = 1'-0"AD-102

3 DEMOLITION REFLECTED CEILING PLAN - EXTERIOR

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

8'4' 16'0

AD-102

A-103

ENLARGED FLOOR PLAN

A-103

ENLARGED FLOOR PLAN

KEY NOTES

1 (E) BUILDING ENTRY

(E) PARKING LOT

(E) ROOF OVERHANG

(E) LANDSCAPING

MECHANICAL MAINTENANCE PAD, SMD & SSD

REQUIRED EXTERIOR SCOPE OF WORK IS NOTED ON

SUBSEQUENT DRAWINGS AS REFERENCED AND AS NOTED ON

MEP AND STRUCTURAL DRAWINGS.

SHEET NOTES

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

AS INDICATED

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

E N

O M

H W

L S

O, C A

A-101

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

32'16' 64'0

SCALE: 3/64" = 1'-0"

32'16' 64'0

SCALE: 3/64" = 1'-0"

NORTH

SCALE:A-101 3/64" = 1'-0"

1 SITE PLAN

TRUE

NORTH

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

12A

ABCD B.2EFGHH8JK

LOBBY

VESTIBULE

MENS

RESTROOM

RESOURCE

CENTER

PROJ./STOR.

104 CONF./CLASSROOM

CONF./CLASSROOM

MECH/ELEC

STOR.

JANITOR

CLOSET

WOMENS

RESTROOM

HALL

S-1

S-4

S-3 PLANS

PLANS

OFFICER

PLANS

OFFICER

CONFERENCE

CHAPLAIN

ASST S-3

IM OFFICER

FILE SERVER

COMM RM.

S-3

S-4

STORAGE

ELEC.

VAULT

S-3

S-3 SCM

S-3

S-2

S-4

S-1/MPO

CSM

SECT'Y

BDE CDR

HHD

SHOWER

109A

A-103

ENLARGED FLOOR PLAN

1 ENLARGED REFLECTED CEILING PLAN

A-104

A-103

ENLARGED FLOOR PLAN

A-103

ENLARGED FLOOR PLAN

3 ENLARGED REFLECTED CEILING PLAN

A-104

2 ENLARGED REFLECTED CEILING PLAN

A-104

REQUIRED EXTERIOR SCOPE OF WORK IS NOTED ON

SUBSEQUENT DRAWINGS AS REFERENCED AND AS NOTED ON

MEP AND STRUCTURAL DRAWINGS.

SHEET NOTES

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

AS INDICATED

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

C O

M M

-S O

L S

O, C

A-102

O R

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:A-102 3/32" = 1'-0"

1 KEY FLOOR PLAN

16'8' 32'0

SCALE: 3/32" = 1'-0"

PLAN

NORTH

TRUE

NORTH

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

DEFG

A-401

A-402

1E1W

15"

A-501

TYP

1 22

TYP

RESOURCE

CENTER

CONF./CLASSROOM

PROJ./STOR.

CONF./CLASSROOM

106 MECH/ELEC

STOR.

LOBBY

VESTIBULE

JANITOR

CLOSET

MENS

RESTROOM

SHOWER

109A

WOMENS

RESTROOM

ø 5' - 0"

A-401

A-402

5' - 0"

A-501

7" 2'

CLEAR

5' - 0"

A-501

SPSP

A-501

SEE SHEET G-004 FOR ACCESSIBILITY CLEARANCES AND

REQUIREMENTS.

SEE SHEET G-004 FOR ACCESSORY MOUNTING HEIGHTS.

SEE SHEET G-005 FOR ACCESSIBILITY SIGNAGE STANDARDS.

SEE SHEET A-601 FOR ROOM FINISH SCHEDULE.

FILL ALL SLAB HOLES WHERE PLUMBING ITEMS WERE

REMOVED, SPD.

TILE PATTERNS SHOWN FOR REFERENCE ONLY, SEE TILE

START POINT FOR TILE LAYOUT.

FIXTURES SHOWN FOR REFERENCE ONLY, SEE MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION AND

EQUIPMENT LOCATIONS.

SEE DETAIL FOR TYPICAL STUD WALL BACKING.

FOR TYPICAL INTERIOR DOOR JAMB AND HEAD, SEE DETAIL

SEE DETAIL FOR TYPICAL GRAB BAR MOUNTING.

FOR TYPICAL MOUNTING, SEE DETAIL

SEE DETAIL FOR SHOWER FLOOR DETAIL.

SHEET NOTES

10.

11.

12.

13.

LEGEND

(E) CONDITION (N) WORK

INDICATES AREA WITH

NO ARCHITECTURAL

SCOPE

KEY NOTES

ACCESSIBLE CLEARANCE

THRESHOLD AT RESTROOM ENTRANCE, SEE

(E) EXTERIOR WALL

DIRECTION OF MIN SLOPE, SSD

ALIGN

8'-0" HIGH CMU WALL WITH STUCCO FINISH TO MATCH (E)

COLOR, PROVIDE WEEP HOLES @ 4' - 0" OC, SSD FOR

ADDITIONAL INFORMATION

DOUBLE METAL GATES, SEE DETAILS FOR ADDITIONAL

INFORMATION

OUTLINE OF CONCRETE MAINTENANCE PAD SHOWN FOR

REFERENCE, SMD AND SSD

(E) SIDEWALK

THRESHOLD AT SHOWER ENTRANCE, SEE

(E) EXTERIOR STOREFRONT

CONCRETE FLATWORK, SSD

RELOCATE (E) FLAGPOLE TO (N) CONCRETE SLAB, SSD

(E) COURTYARD CONCRETE PATIO

(E) BUILDING ENTRY

PROVIDE PAINTED (P-1) 3'-0" X 7'-0" (1 3/4" THICK) HM DOOR

AND FRAME WITH THE FOLLOWING HARDWARE:

3 HINGES

1 RESTROOM FUNCTION

1 CLOSER

1 KICKPLATE

1 FLOOR STOP

1 WALL STOP

1 DOOR SEALS

3 DOOR SILENCERS

1 THRESHOLD

PROVIDE 5/8" SOUND-REDUCING TYPE "X" GYP. BD.

A-301

DEFG

HHD

HALL

LOBBY

HALL

S-3 PLANS

PLANS

OFFICER

TYP

A-501

TYP

3' - 8" 3' - 8"

HH8JK

A-201

A-301

PROJ./STOR.

RESOURCE

CENTER

6' - 0"

LOBBY

HALL

BDE CDR

4' - 0" 36' - 0"

A-501

10' - 5"

EQ EQ

6' - 0"

2' - 2" A

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

AS INDICATED

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

O M

L S

O, C A

A-103

O R

N S

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:A-103 1/4" = 1'-0"

1 FLOOR PLAN - RESTROOMS 0 2' 4' 8'

SCALE: 1/4" = 1'-0"

PLAN

NORTH

TRUE

NORTH

SCALE:A-103 1/8" = 1'-0"

2 FLOOR PLAN - COURTYARD

SCALE:A-103 1/8" = 1'-0"

3 FLOOR PLAN - EXTERIOR

8'4' 16'0

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

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

SEE SHEET A-601 FOR ROOM FINISH SCHEDULE.

FIXTURES, LIGHTING, AND REGISTERS SHOWN FOR

REFERENCE ONLY, SEE MEP DRAWINGS FOR ADDITIONAL

INFORMATION

SHEET NOTES

LEGEND

(E) CONDITION

(N) CONDITION

CEILING LIGHT

FIXTURE

GYPSUM BOARD

INDICATES NO

ARCHITECTURAL

SCOPE OF WORK

(E) CEILING ACCESS PANEL

(E) GYP BD CEILING TO REMAIN, PATCH AND REPAIR AS

REQD DUE TO DEMOLITION OF (E) WALL AND

INSTALLATION OF (N) LIGHT FIXTURES AND REGISTERS,

SED & SMD

(E) EXTERIOR WALL

E) EXTERIOR STOREFRONT

(E) EAVE

(E) GYP BD CEILING TO REMAIN, PATCH AND REPAIR AS

REQD, ADJUST/CUT/TRIM AS REQD FOR INSTALLATION OF

(N) LIGHT FIXTURES & REGISTERS, SED & SMD

ADJUST (E) SUSPENDED CEILING SYSTEM AS REQUIRED

FOR (N) MECHANICAL SHAFT

MAINTAIN MIN REQD CLEARANCE FROM CEILING ACCESS

PANEL

KEY NOTES

DEFG

EQ EQ 2' - 0"

2' - 0"

1' - 6"

3' - 0"EQ EQ6"

6" 1'

6" EQ

0' - 6"

1 1

X X

HH8JK

DEFG

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

AS INDICATED

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

C O

M M

L S

O, C

A-104

G P

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

PLAN

NORTH

SCALE:A-104 1/4" = 1'-0"

1 REFLECTED CEILING PLAN - RESTROOMS

TRUE

NORTH

SCALE:A-104 1/8" = 1'-0"

3 REFLECTED CEILING PLAN - EXTERIOR

SCALE:A-104 1/8" = 1'-0"

2 REFLECTED CEILING PLAN - COURTYARD

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

8'4' 16'0

TYP

PROTECT ALL (E) ELEMENTS UON

SHEET NOTES

A-502

(E) STANDING SEAM METAL ROOF

(E) STANDING SEAM METAL WALL PANEL

(E) EXTERIOR WALL WITH STUCCO FINISH

(E) FASCIA

8'-0" HIGH MECHANICAL ENCLOSURE CMU WALL WITH

STUCCO FINISH TO MATCH (E) COLOR, PROVIDE WEEP

HOLES @ 4'-0" OC, SSD FOR ADDITIONAL INFORMATION

DOUBLE METAL GATES, SEE DETAILS FOR ADDITIONAL

INFORMATION

CONCRETE FLATWORK

FLAG POLE

KEY NOTES

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

AL I FOR

FOETAT

7 FREELON ST

SAN FRANCISCO,

CA 94107

AS INDICATED

54321

1 54321

A/E INFO

T: 415.762.8388 www.aetypic.com

SEAL

SHEET OF

NAVFAC DRAWING NO.

CONTRACT NO.

EPROJECT NO.

SCALE

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE / /

DES DRW CHK

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

C O

M M

L S

O, C

A-201

9th

ILD

0 -

D.E.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:A-201 3/16" = 1'-0"

2 PARTIAL NORTH ELEVATION

SCALE:A-201 3/16" = 1'-0"

1 PARTIAL WEST ELEVATION 8'4' 16'0

SCALE: 1/8"=1'-0"SCALE:A-201 3/16" = 1'-0"

3 EXTERIOR MECHANICAL ENCLOSURE

N O

N D

U B M

/0 1/

U B M

/3 0/

S U

PROTECT ALL (E) ELEMENTS UON

SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION AND

EQUIPMENT LOCATIONS, SSD FOR ADDITIONAL INFORMATION.

SHEET NOTES:

(E) ROOF STRUCTURE

(E) EXTERIOR WALL

DOUBLE METAL GATES, SEE DETAILS FOR ADDITIONAL

INFORMATION

8'-0" HIGH MECHANICAL ENCLOSURE CMU WALL WITH

EIFS TO MATCH (E) COLOR, PROVIDE WEEP HOLES @ 4'-0"

OC, SSD FOR ADDITIONAL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 24, 2020.