Travis AFB_B239_Final Drawings.pdf

PDF 19 MB Posted Jul 23, 2020

Attached to: 349 AMW Facility Project B239 Renovation Federal contract opportunity
Solicitation number: FA442720R0044
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for facility renovation services at Travis Air Force Base. The solicitation seeks a contractor to renovate Building 239, including HVAC upgrades and relocation work, interior room repurposing, new stud walls and floor and wall finishes, ceilings, doors, electrical and communication systems, and construction of an outside mechanical HVAC enclosure. The 60th Contracting Squadron will provide architectural and engineering designs. The solicitation number is FA442720R0044 and is issued by the Department of the Air Force Air Mobility Command for the 349th Air Mobility Wing Facility Project B239 Renovation. The contractor will be responsible for all professional services, permits, equipment, labor, tools, materials, and ancillary items necessary to complete the renovation as designed.

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Other files for this federal contract opportunity

Other files attached to 349 AMW Facility Project B239 Renovation, newest first.
File	Type	Posted
Solicitation Amendment FA442720R00440004 SF 30.pdf	PDF	Sep 2, 2020
Bldg 239 Bay G RFIs 8-31-2020.pdf	PDF	Sep 2, 2020
239 BayDPanel.pdf	PDF	Sep 2, 2020
239 As-builts Combined Files.pdf	PDF	Sep 2, 2020
Solicitation Amendment FA442720R00440003 SF 30.pdf	PDF	Aug 21, 2020
Solicitation Amendment FA442720R00440002 SF 30.pdf	PDF	Aug 7, 2020
Solicitation Amendment FA442720R00440001 SF 30 (1).pdf	PDF	Jul 27, 2020
Attachment 5 - UFGS 01 14 00 WORK RESTRICTIONS.pdf	PDF	Jul 23, 2020
Travis AFB_B239_Final Specifications.pdf	PDF	Jul 23, 2020
Attachment 8 - UFGS 01 45 00.00 40-QUALITY CONTROL.pdf	PDF	Jul 23, 2020
Attachment 3 - WD CA20190007 dated 08 May 2020.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
Solicitation - FA442720R0044.pdf	PDF	Jul 23, 2020
Attachment 11 - Past Performance Questionnaire.pdf	PDF	Jul 23, 2020
Attachment 1 - SOW B239 dated 9 June 2020.pdf	PDF	Jul 23, 2020
Attachment 6 - UFGS 01 33 00- SUBMITTAL PROCEDURES.pdf	PDF	Jul 23, 2020
23 09 00 Johnson Controls Spec.pdf	PDF	Jul 23, 2020
AFRC Interior Design Policy Manual.pdf	PDF	Jul 23, 2020
Attachment 2 - TAFB Security Clause dated 05 Mar 19.pdf	PDF	Jul 23, 2020
Attachment 7 - UFGS 01 35 26-GOVERNMENTAL SAFETY REQUIREMENTS.pdf	PDF	Jul 23, 2020
Attachment 9 - UFGS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.pdf	PDF	Jul 23, 2020
SECTION 01000 Updated 07 Jun 19.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 1960. OCCUPANCY & CONSTRUCTION TYPES

AND AREA LIMITATIONS ARE NOTED BASED ON CURRENT

CODES.

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

NUMBER OF STORIES:

BUILDING AREA

GROUND FLOOR AREA:

2ND FLOOR AREA:

APPROXIMATE TOTAL:

PROJECT AREA:

BUILDING IS EQUIPPED W/ FULLY AUTOMATED SPRINKLER SYSTEM.

NOTE:

B & S-1

III-A

TWO (2)

62,122 SQ FT

14,667 SQ FT

76,789 SQ FT

1,378 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 239

BAY G

PROJECT LOCATION:

TRAVIS AIR FORCE BASE,

FAIRFIELD CALIFORNIA

BUILDING LOCATION

PREPARATION OF SEPARATE PLANS, SPECIFICATIONS AND COST

ESTIMATES FOR THE RENOVATION OF BUILDING 239 - BAY G TO PROVIDE A

COMPUTER TRAINING ROOM FOR 40 COMPUTER WORK STATIONS.

THE WORK INCLUDES:

A. NEW CONSTRUCTION ASSOCIATED WITH RECONFIGURED BUILDING

LAYOUT, AS NOTED INCLUDING, BUT NOT LIMITED TO, NEW STUD

WALLS, FLOOR AND WALL FINISHES, CEILINGS, AND DOORS.

B. RENOVATION OF THE EXISTING MECHANICAL, ELECTRICAL, AND

COMMUNICATION SYSTEMS IN THE PROJECT AREA INCLUDING ALL

EQUIPMENT, DUCTWORK, DIFFUSERS, PIPING, AND CONTROLS AS

NOTED.

C. DEMOLITION OF THE EXISTING EXTERIOR MECHANICAL ENCLOSURE

AND CONSTRUCTION OF NEW EXTERIOR MECHNANICAL ENCLOSURE

TO ACCOMODATE NEW EQUIPMENT.

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

-S O

L S

O, C A

NO SCALE

3/ 6/

G-001

R S

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

REGIONAL MAP

LOCATION MAP

BASE MAP

SCOPE OF WORK

CODES AND STANDARDS

SHEET NUMBER SHEET NAME

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS

E-100 ELECTRICAL KEY PLAN - DEMOLTION WORK

E-101 ELECTRICAL POWER PLAN DEMOLITION WORK - BAY G

E-102 ELECTRICAL LIGHTING PLAN DEMOLITION WORK - BAY G

E-200 ELECRICAL KEY PLAN - NEW WORK

E-201 ELECTRICAL POWER PLAN NEW WORK - BAY G

E-202 ELECTRICAL LIGHTING PLAN NEW WORK - BAY G

E-203 PHOTOMETRIC CALCULATION

E-601 PANEL SCHEDULE

E-602 LIGHTING SCHEDULE

FIRE ALARM

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

CRITERIA

FA-102 FIRE ALARM PLAN DEMOLITION WORK

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 GENERAL AND DEMOLITION NOTES

G-003 ABBREVIATIONS AND SYMBOLS

G-004 TYPICAL ACCESSIBILITY SIGNAGE STANDARDS

ARCHITECTURAL

AD-101 DEMOLITION KEY PLAN

AD-102 DEMOLITION FLOOR PLAN

AD-103 DEMOLITION REFLECTED CEILING PLAN

A-001 FIRE AND LIFE SAFETY PLAN

A-101 SITE PLAN

A-102 FIRST FLOOR KEY PLAN

A-103 FLOOR PLAN

A-104 REFLECTED CEILING PLAN

A-401 MECHANICAL ENCLOSURE ENLARGED PLAN AND ELEVATIONS

A-501 TYPICAL 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-501 DETAILS

S-502 DETAILS

S-503 DETAILS

S-504 SECTIONS AND DETAILS

S-505 METAL STUD (LGMF) TYPICAL DETAILS

FIRE PROTECTION

F-001 FIRE PROTECTION, GENERAL NOTES, ABREVIATIONS, LEGEND

AND DESIGN CRITERIA

F-101 FIRE PROTECTION FLOOR PLAN - NEW WORK

MECHANICAL

M-001 MECHANICAL GENERAL NOTES

M-002 MECHANICAL LEGEND AND ABBREVIATIONS

M-003 MECHANICAL EQUIPMENT SCHEDULES AND DESIGN CRITERIA

M-004 MECHANICAL EQUIPMENT SCHEDULES

M-101 MECHANICAL KEY PLAN - DEMOLITION WORK

M-102 MECHANICAL ENLARGED PLAN - DEMOLITION WORK

M-201 MECHANICAL KEY PLAN - NEW WORK

M-202 MECHANICAL ENLARGED PLAN - NEW WORK

M-203 MECHANICAL ENLARGED PARTIAL PLANS

M-204 MECHANICAL SECTION VIEWS - NEW WORK

M-301 MECHANICAL HVAC CONTROL POINTS LIST SCHEDULE

M-302 MECHANICAL CONTROL DIAGRAMS AND SEQUENCE OF

OPERATION

M-303 MECHANICAL CONTROL DIAGRAMS AND SEQUENCE OF

OPERATION

M-401 MECHANICAL DETAILS

M-402 MECHANICAL DETAILS

M-403 MECHANICAL DETAILS

M-404 MECHANICAL DETAILS

NORTH

DRAWING INDEXREGIONAL MAP

LOCATION MAP

BASE MAP

SCOPE OF WORK

CODES AND STANDARDS

SITE + BUILDING INFORMATION

349TH RESERVE INTERIOR RENOVATION PROJECTS

BUILDING 239 - AMW, BAY G AND COMPUTER LAB

TRAVIS AIR FORCE BASE, FAIRFIELD, CALIFORNIA

FINAL SUBMITTAL SET

DECEMBER 31, 2019 N

C R

O N

/0 1/

/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

A L I FOR

I A

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

-S O

L S

O, C A

NO SCALE

3/ 6/

G-002

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

GENERAL NOTESGENERAL DEMOLITION NOTES

N O

N D

/0 1/

/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

HDWE

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, UON

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.

UON, 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 UON

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 UON.

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

-S O

L S

O, C A

NO SCALE

3/ 6/

G-003

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

ARCHITECTURAL GENERAL SYMBOLS ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL GENERAL NOTES

N O

N D

/0 1/

/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

TYPICAL WALL SIGN INSTALLATION TYPICAL DOOR MOUNTED INSTALLATION

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

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

-S O

L S

O, C A

NO SCALE

3/ 6/

G-004

9th

ILD

9 -

1614899

Z.A.

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-004 12" = 1'-0"

1 TYPICAL INTERIOR SIGN INSTALLATIONS

SCALE: NOT TO SCALE

N O

N D

/0 1/

/3 0/

S U

SCOPE OF WORK IS NOTED ON SUBSEQUENT DRAWINGS AS

REFERENCED AND AS NOTED ON MEP AND STRUCTURAL

DRAWINGS.

SHEET NOTES

BAY G

BAY F - N.I.C.

BAY D - N.I.C.

BAY B - N.I.C. BAY A - N.I.C.

BAY E - N.I.C.

BAY C - N.I.C.

AD-102

DEMOLITION FLOOR PLAN

AD-103

DEMOLITION REFLECTED CEILING PLAN

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

AD-101

N K

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

NORTH

0 8' 16' 32'

SCALE: 1/16" = 1'-0"

SCALE:AD-101 1/16" = 1'-0"

1 DEMOLITION KEY PLAN

N O

N D

/0 1/

/3 0/

S U

TRUE

NORTH

(E) EXTERIOR CONCRETE WALL

(E) CONCRETE INTERIOR COLUMN, PROTECT DURING

DEMOLITION

DEMOLISH PORTION OF (E) EXTERIOR WALL, ALIGN (N)

OPENING WITH EDGE OF (E) WINDOW OPENING. PREPARE

OPENING FOR (N) DOOR

REMOVE (E) WINDOW AND FRAME, PREPARE OPENING FOR

(N) WALL INFILL

REMOVE (E) CONCRETE PAD

(E) EXTERIOR MECHANICAL SHAFT TO REMAIN

REMOVE (E) WINDOW AND FRAME, PREPARE OPENING FOR

(N) DUCT WORK

(E) TRANSFORMER PAD TO REMAIN, PROTECT DURING

CONSTRUCTION, SSD

REMOVE PORTION OF (E) EXTERIOR CONCRETE WALL FOR

(N) DUCTWORK

REMOVE FURRED WALL DOWN TO (E) CONCRETE EXTERIOR

WALL

(E) CONCRETE SLAB AT MECHANICAL ENCLOSURE TO BE

DEMOLISHED, U.O.N. ON STRUCTURAL DRAWINGS

KEY NOTES

(E) CONDITION TO REMAIN

(E) CONDITION TO BE DEMOLISHED

(E) DOOR / FRAME / HARDWARE TO BE

REMOVED

LEGEND

(E) WINDOW TO REMAIN

DEMOLISH (E) INTERIOR PARTITION WALLS AND DOORS AS

SHOWN INCLUDING ASSOCIATED ELECTRICAL

APPURTENANCES.

DEMOLISH EXISTING THRESHOLD AND FLOOR FINISH DOWN

TO THE EXISTING STRUCTURAL CONCRETE. CLEAN CONCRETE

AND PREPARE FOR NEW FLOOR FINISH PER SCHEDULE.

VERIFY WITH THE KO PRIOR TO DEMOLITION WHICH ITEMS

ARE TO BE TURNED OVER TO THE GOVERNMENT OR

REMOVED FROM THE SITE.

ALL EXISTING COLUMNS TO REMAIN, PROTECT DURING

DEMOLITION.

SEE MEP DRAWINGS FOR SCOPE OF WORK FOR DEMOLITION

OF (E) MECHANICAL DUCTWORK & REGISTERS, ETC.

SHEET NOTES

12 13 14 15 16

ARCHITECTURAL

SCOPE

48' - 0"

12' - 0" 12' - 0" 12' - 0" 12' - 0"

TYP.

STORAGE

OFFICES

LOBBY STORAGE

(E ) W

O W

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

AD-102

O O

R P

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

8'4' 16'0

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

8'4' 16'0

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

NORTH

SCALE:AD-102 3/16" = 1'-0"

1 DEMOLITION FLOOR PLAN

N O

N D

/0 1/

/3 0/

S U

12 13 14 15 16

48' - 0"

12' - 0" 12' - 0" 12' - 0" 12' - 0"

ARCHITECTURAL

SCOPE

TYP

(E) EXTERIOR CONCRETE WALL

OUTLINE OF (E) ROOF OVERHANG

REMOVE PORTION OF (E) WALL AS REQUIRED TO ALLOW FOR

(N) DOOR.

KEY NOTES

ALL (E) CONCRETE COLUMNS TO REMAIN, PROTECT DURING

DEMOLITION

(E) MECHANICAL, ELECTRICAL, AND FIRE PROTECTION SHOWN

FOR REFERENCE ONLY. SEE MECHANICAL, ELECTRICAL, AND

FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION.

REMOVE ALL (E) SUSPENDED CEILING AS NOTED.

SHEET NOTES

(E) CONDITION TO REMAIN

(E) CONDITION TO BE DEMOLISHED

LEGEND

(E) LIGHTING TO BE REMOVED

(E) CEILING EXHAUST REGISTER TO BE

REMOVED, UON, SMD

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

AD-103

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:AD-103 3/16" = 1'-0"

1 DEMOLITON REFLECTED CEILING PLAN

8'4' 16'0

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

8'4' 16'0

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

NORTH

N O

N D

/0 1/

/3 0/

S U

STORAGE

COMM CLOSET

STORAGE

OCCUPANTS:

LF:866 SF

CLASSROOM

OCCUPANTS:

LF:1129 SF

ADMIN AREA

OCCUPANTS:

LF:156 SF

LOBBY

EXIT

OCC.

.2" EXIT/OCC REQ'D

PROVIDED

32" 4.4"

EXIT

OCC.

.2" EXIT/OCC REQ'D

PROVIDED

32" 1.2"

EXIT

OCC.

.2" EXIT/OCC REQ'D

PROVIDED

32" 7.8"

NUMBER OF OCCUPANTS SHOWN FOR FIRE AND LIFE SAFETY

PURPOSES.

EXIT PATHS ARE INDICATED FOR INTERIOR SPACES THAT DO

NOT EXIT DIRECTLY TO THE EXTERIOR.

A FIRE AND LIFE SAFETY ASSESSMENT OF THE ENTIRE

BUILDING WAS NOT PERFORMED.

SHEET NOTES

LEGEND

EGRESS PATH OF TRAVEL

INDICATES NUMBER OF

OCCUPANTS EXITING ROOM

INDICATES AGGREGATE NUMBER OF

OCCUPANTS ON PATH OF TRAVEL

# INDICATES TOTAL NUMBER OF

OCCUPANTS EXITING THE BUILDING

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

A-001

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:A-001 3/16" = 1'-0"

1 LIFE SAFETY PLAN

8'4' 16'0

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

8'4' 16'0

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

NORTH

N O

N D

/0 1/

/3 0/

S U

KEY NOTES

1 (E) BUILDING ENTRY

(N) BUILDING ENTRY

(E) SIDEWALK

(E) CONCRETE COLUMN

(E) LAWN

(E) BUILDING OVERHANG

PROVIDE (N) CONCRETE FLATWORK AT (N) EXTERIOR DOOR.

CONNECT TO (E) SIDEWALK, SSD FOR MORE INFORMATION

RELOCATE (E) IRRIGATION VALVES TO ACCOMMODATE (N)

ENLARGED MECHANICAL ENCLOSURE

REQUIRED EXTERIOR SCOPE OF WORK IS NOTED ON

SUBSEQUENT DRAWINGS AS REFERENCED AND AS NOTED ON

MEP AND STRUCTURAL DRAWINGS.

SHEET NOTES

TYP

BAY F

B239

BAY E

B239

BAY G

B239

A-401

ENLARGED FLOOR PLAN

4' - 3"

TYP

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

A-101

9th

ILD

9 -

1614899

Z.A

S.G A.S

JONNY OCHOA

N62473-16-D-1801

D, C

16'8' 32'0

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

NORTH

SCALE:A-101 3/32" = 1'-0"

1 SITE PLAN AT BAY G

N O

N D

/0 1/

/3 0/

S U

REQUIRED EXTERIOR SCOPE OF WORK IS NOTED ON

SUBSEQUENT DRAWINGS AS REFERENCED AND AS NOTED ON

MEP AND STRUCTURAL DRAWINGS.

SHEET NOTES

A-103

ENLARGED FLOOR PLAN

A-104

REFLECTED CEILING PLAN

BAY G

BAY F - N.I.C.

BAY D - N.I.C.

BAY B - N.I.C. BAY A - N.I.C.

BAY E - N.I.C.

BAY C - N.I.C.

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

A-102

O O

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

0 8' 16' 32'

SCALE: 1/16" = 1'-0"

NORTH

SCALE:A-102 1/16" = 1'-0"

1 FIRST FLOOR KEY PLAN

N O

N D

/0 1/

/3 0/

S U

KEY NOTES

1 (E) CONCRETE INTERIOR COLUMN

INFILL EXTERIOR CONCRETE WALL TO MATCH (E), SSD FOR

REINFORCEMENT

REPAIR, PATCH, FINISH, AND PAINT (E) INTERIOR WALLS.

INTERIOR MECHANICAL CHASE

PROVIDE 3'-0" X 7'-0" (1 3/4" THICK) HM DOORS AND FRAMES

WITH THE FOLLOWING HARDWARE

3 HINGES

1 CLASSROOM FUNCTION

1 FLOOR STOP

1 CLOSER

1 KICKPLATE

1 FLOOR STOP

1 DOOR SWEEP

1 SET FRAME SEALS

3 DOOR SILENCERS

PROVIDE 3'-0" X 7'-0" (1 3/4" THICK) HM DOORS AND FRAMES

WITH THE FOLLOWING HARDWARE

3 HINGES

1 ENTRY FUNCTION

1 FLOOR STOP

1 LATCH PROTECTOR

1 CLOSER WITH COVER

1 KICK PLATE

1 FLOOR STOP

1 ABA THRESHOLD

1 DOOR SWEEP

1 SET FRAME SEALS

3 DOOR SILENCERS

WALL-HUNG MONITORS, SEE DETAIL FOR BACKING

SEE SHEET G-004 FOR ACCESSIBILITY SIGNAGE STANDARDS

SEE SHEET A-601 FOR ROOM FINISH SCHEDULE

FURNITURE LAYOUT SHOWN FOR REFERENCE ONLY, FF&E NOT IN

SCOPE OF WORK.

ALL (N) INTERIOR WALLS ARE TYPICAL, SEE DETAIL , UON.

SEE DETAIL FOR TYPICAL INTERIOR DOOR JAMB & HEAD

SHEET NOTES

LEGEND

EXISTING CONDITION

NEW WORK

12 13 14 15 16

CLASSROOM

STORAGE

COMM CLOSET

CORRIDOR

LOBBY

ARCHITECTURAL

SCOPE

A-502

ME1 ME2

A R

CLEAR

5' - 2"

A-501

A-401

ENLARGED FLOOR PLAN

TYP

A-501

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

A-103

O R

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:A-103 3/16" = 1'-0"

1 FLOOR PLAN

8'4' 16'0

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

8'4' 16'0

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

NORTH

N O

N D

/0 1/

/3 0/

S U

12' - 0" 12' - 0" 12' - 0" 12' - 0"

48' - 0"

ARCHITECTURAL

SCOPE

TYP.

(E) ROOF OVERHANG

(E) EXTERIOR WALL

KEY NOTES

SEE SHEET A-601 FOR ROOM FINISH SCHEDULE.

SEE SHEET A-501 FOR TYPICAL SUSPENDED CEILING DETAILS.

FIXTURES, LIGHTING, AND REGISTERS SHOWN FOR

REFERENCE AND LAYOUT PURPOSES, SEE MEP DRAWINGS

FOR ADDITIONAL INFORMATION.

SHEET NOTES

LEGEND

EXISTING CONDITION

NEW WORK MECHANICAL

GYPSUM BOARD HEADER

24" X 24" ACT CEILING

LAY-IN LIGHT

FIXTURE

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

A-104

G P

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:A-104 3/16" = 1'-0"

1 REFLECTED CEILING PLAN

8'4' 16'0

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

8'4' 16'0

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

NORTH

N O

N D

/0 1/

/3 0/

S U

4 3

A-502

PROTECT ALL (E) ELEMENTS UON.

ADDITIONAL WORK REQUIRED SHOWN ON ENLARGED PLANS

AND AS SHOWN ON MEP AND STRUCTURAL DRAWINGS

SHEET NOTES

KEY NOTES

1 (E) CONCRETE COLUMN

(N) EXTERIOR DOOR

(N) INFILL AT EXISTING WINDOW OPENING, SSD

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

(E) STANDING SEAM METAL ROOF

(E) FASCIA PANEL

(E) EXTERIOR WALL

(E) DOWNSPOUT, PROTECT DURING CONSTRUCTION

(E) EXTERIOR VERTICAL MECHANICAL CHASE, DEMOLISH AND

PATCH/REPAIR/PAINT AS REQUIRED FOR DUCTWORK

REPLACEMENT, SMD FOR MORE INFORMATION

OUTLINE OF CONCRETE MAINTENANCE PAD, SMD AND SSD.

CONCRETE SLAB TO MATCH (E) SLAB ELEVATION, SSD FOR

REINFORCEMENT

(E) CONCRETE SLAB

DIRECTION OF MIN SLOPE, SSD

1213141516

TOP OF

ENCLOSURE

8' - 0"

GRADE

0' - 0"

OPEN TO

BEYOND

OPEN TO

BEYOND

12 13 14 15 16

22' - 10" 14' - 2" 12' - 0"

A-401

A-401 3

5 5

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

A-401

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:A-401 3/16" = 1'-0"A-401

3 EAST ELEVATION

8'4' 16'0

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

8'4' 16'0

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

SCALE:A-401 3/16" = 1'-0"A-401

1 NORTH ELEVATION

N O

N D

/0 1/

/3 0/

S U

SCALE:A-401 3/16" = 1'-0"A-101

2 ENLARGED MECH ENCLOSURE PLAN

NORTH

1/2" MIN

SLOTTED ANGLE SPACER W/ HORIZ 6D RINGSHANK NAIL

ACOUSTIC CEILING TILE

MIN 3 TIGHT TURNS IN 1-1/2" MAIN RUNNER OR CROSS TEE

1-1/2" X 1-1/2" CONT TRIM ANGLE W/#8 X 1-1/2"

SELF TAPPING SHEET METAL SCREWS AT EACH

STUD

HANGER WIRE @ 4'-0" OC

8" MAX

3" MAX

OR 1/4 OF LENGTH OF END

RUNNER WHICHEVER IS

LESS

6'-0" MAX

6' -0

" M

CROSS RUNNERS

MAIN RUNNERS

8" MAX

2' - 0"

0" 2'

8" M

COMPRESSION STRUT

12 GA VERT WIRE

HANGERS @ 4'-0" OC

ALONG MAIN RUNNERS

2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"

MAIN RUNNER

CROSS RUNNER

2" MAX FROM BRACING WIRES TO

CROSS RUNNERS

NOTE: SEE BRACING WIRE

ATTACHMENT DETAILS

FOR CONNECTIONS OF

BRACING & HANGER

WIRES TO THE

STRUCTURE ABOVE.

REFER TO GENERAL

NOTES FOR SUSPENDED

CEILING SYSTEMS. FOR

ADDITIONAL INFORMATION

COMPRESSION STRUTS: STEEL SECTION WITH L/R

RATIO OF 200 MAXIMUM. ATTACH TO MAIN

RUNNERS WITH 1/4" MACHINE BOLT & TO

STRUCTURE W/ 3/16" DIAMETER POWER DRIVEN

STUD. COMPRESSION STRUT SHALL NOT REPLACE

HANGER WIRE.

12 GA VERTICAL HANGER WIRE

@ 4'-0" EA WAY W/MIN 3 TIGHT

TURNS IN 1-1/2" BOTH ENDS OF

WIRE TYPICAL.

12 GA BRACING WIRE W/ MIN 4

TIGHT TURNS IN 1-1/2" BOTH ENDS

OF WIRE TYPICAL.

45°.

° M

WALL BASE

ATTACH STUDS

TO TRACK WITH

#8 SMS EACH

SIDE TYP

CARPET

WALL

BASE WO

CARPET

(E) CONCRETE

FLOOR

WALL

ASSEMBLY AS

INDICATED

SEALANT,

BOTH SIDES

TYP

POWDER DRIVEN

PINS WITH 1-1/4"

EMBED @ 16" OC

GALV MTL

CHANNEL

NOTED: JAMB SHOWN. HEAD SIMILAR.

TYPE PER PLAN

PERIMETER CAULK

AT EACH SIDE, TYP

TWO 25GA STUDS

AT NORMAL WEIGHT

DOOR, USE TWO

20GA STUDS AT

HEAVY WEIGHT

DOOR, TYP

JAMB ANCHOR

HM FRAME

WALL WHERE

OCCURS

2" 3/

BACKING FOR OBJECTS

UNDER 25 LBS/LINEAL FT

BACKING FOR OBJECTS MAX OF

100 LBS/LINEAL FT

NOTE: ALSO TO BE

USED FOR UPPER

CABINETS, UON

STUD GA & SIZE PER WALL TYPE

16GA METAL PLATE, WELD TO STUDS OR

FASTEN WITH TWO #10 SMS PER STUD

16GA TRACK BACKING, NOTCH AROUND

STUDS AND SECURE WITH TWO #10 AT EACH

END, AND ONE #10 SMS AT TAB NOTCH.

16GA STUDS AT EACH SIDE OF BACKING

DOOR AS SCHEDULED

CONC SLAB

CARPET TILE

VINYL REDUCER OR

TRANSITION STRIP

CHANGE

FLOORING

FINISHES @ CL

OF DOOR

4 7/8"

5/8" GYP BD

ACOUSTICAL INSULATION

3 5/8"" x 20 GA. METAL

STUDS @ 16" O.C.

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

A-501

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:A-501 3" = 1'-0"

5 ACOUSTICAL TILE CEILING

SCALE:A-501 NOT TO SCALE

4 ACOUSTICAL TILE CEILING SUSPENSION

SCALE:A-501 NO SCALE

3 SUSPENDED CEILING FRAMING

SCALE:A-501 3" = 1'-0"

1 PARTITION BASE DETAIL - TYPICAL

SCALE:A-501 3" = 1'-0"A-103

2 TYP DOOR JAMB (HEAD SIM)

SCALE:A-501 1" = 1'-0"A-103

8 TYP STUD WALL BACKING

N O

N D

/0 1/

/3 0/

S U

SCALE:A-501 3" = 1'-0"

6 TYP INT THRESHOLD

SCALE:A-501 3" = 1'-0"A-103

7 TYPICAL WALL ASSEMBLY

(E) FLOOR

MIN EMBED

CANE BOLT

SEAT IN OPEN

POSITION

0' - 1"

METAL SLEEVE

LEVEL EDGE

TO CLEAR

DOOR SWING

TOP ELEVATION

1 3/4"

1" 3/8" 3/8"

1/2" ROD

STEEL PLATE DETAIL

(HALF SIZE)

FRONT ELEVATION SIDE ELEVATION

1/2" STEEL 12

WELDED TO

ANGLE FRAME

8" CMU SOLID GROUTED CELLS

5" X 2" X 3/16" GALV TUBE STEEL GROUT FILLED W/ 1/2" DI X 6 BENT

ANCHORS & HINGE LOCATIONS & @ 16" OC, GALV AND PAINTED

4 X 1-5/8 X 5/16 CHANNEL FRAME FULL PERIMETER

1-1/2" X 18 GA MTL DECK, CONTINUOUS WELD METAL

DECK TO CHANNELS AT FLATS (PROVIDE

CONTINUOUS WELDED SIDE LAPS AT DECK SPLICE

HEAVY DUTY ANTI-FRICTION HINGES WELDED TO TUBE AND

ANGLE 4 HINGES MIN PER GATE LEAF

NOTE

1. GALV GATES AFTER FABRICATION

2. CLOSE ALL TUBES TOPS & BOTTOM W/ WELDED FILLERS

3. PAINT GATES & JAMB TUBES TRAVIS MED YELLOW

EIFS SURFACE

1/2

MOLD & SEALANT

DIAGONAL BRACE

DIAGONAL BRACING ON INTERIOR SIDE

OF GATE, FLAT PLATE STRAP 3" x 3/6"

WELDED TO DECK & CHANNEL @ EA

CORNER

CANE BOLT INTERIOR SIDE OF

ENCLOSURE SEE DETAIL

GATE LOCK SEE DETAIL

6' - 0"

A-502

/3 A-502

/4 A-502

PATH OF MECH

DUCT SEE

MECHANICAL

DETAILS

PATH OF MECH DUCT

SEE MECHANICAL

DETAILS

SUSPENDED CEILING TILE (SEE 4 / A-502)

5/8" TYPE 'X' GYP BD

REMOVE SECTION OF (E) 8" CONC

WALL AT (N) DP'G (SEE ELEVATIONS)

(E) 8" CONC WALL

(E) 1-1/2" EIFS (PATCH

& REPAIR WO)

PERIMETER FLASHING

& SEALANT

METAL L COLLAR

CONTINUOUS

AROUND DUCT

(E) 2' - 8" SHAFT WALL BEYOND

(E) ROOF

STRUCTURE TOP TRACK

OPENING FOR HVAC DUCT

(E) 8" CONC. AT FOOTING

(E) CONC AT GRADE WO

CARPET

36" HIGH OP'G

AT (N) LOWER

OPENING IN

CONC WALL

AND 24" HIGH IN

(E) OPENING AT

HIGHER

ELEVATION IN

CONC WALL

(SEE ELEVATION

& MECH. DWGS)

+8' - 4" AFF

(E) CEILING HGT

(MATCH HGT AT

(N) CEILING

LOCATIONS)

+10' - 5" AFF

AFF BOTTOM OF

CONCRETE

STRUCTURE

(E) 1-1/2" EIFS (PATCH

& REPAIR WO)

FIRE PROOF SEALANT

3 5/8" METAL STUD

ACOUSTICAL INSULATION

1 HOUR RATED SHAFT WALL ASSEMBLY

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

3/ 6/

A-502

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

SCALE:A-502 1 1/2" = 1'-0"

4 DETAIL CANE BOLT

SCALE:A-502 6" = 1'-0"

3 DETAIL LEFT DOOR LOCK

SCALE:A-502 3" = 1'-0"A-502

2 DETAIL LOUVER DOOR JAMB

SCALE:A-502 3/4" = 1'-0"A-401

1 GATE ELEVATION

SCALE:A-502 3/4" = 1'-0"A-103

5 MECHANICAL PENETRATION & 1-HOUR RATED WALL DETAIL

N O

N D

/0 1/

/3 0/

S U

(E) PLASTER CEILING TO REMAIN, PAINT TO MATCH (E) WALLS.

FINISH REMARKS

C-38168

STEVEN

GRIST

7-31-2021

DATE

RENEWAL

RCHITECT

DESNECIL

A L I FOR

I A

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

-S O

L S

O, C A

NO SCALE

3/ 6/

A-601

9th

ILD

9 -

1614899

Z.A.

D.T. A.S.

JONNY OCHOA

N62473-16-D-1801

D, C

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE WALL CEILING CEILING HEIGHT REMARKS

117 CLASSROOM CT-1 B-1 P-1 ACT-1 8' - 4"

119 STORAGE E-1 E-2 P-1 ACT-1 8' - 4"

120 COMM CLOSET E-1 E-2 P-1 ACT-1 8' - 4"

121 CORRIDOR CT-1 B-1 P-1 ACT-1 8' - 4"

122 LOBBY E-1 E-2 P-1 CP-1 9' - 0" 1

ROOM FINISH DESCRIPTIONS

SYMBOL MATERIAL GENERAL DESC. BASIS OF DESIGN PRODUCT NAME* COLOR SIZE FINISH SPECIAL NOTES

FLOORING

CT-1 CARPET TILE MOHAWK LATERAL SURFACE TILE - BT314 7879 - BASALT 24"x24" N/A BRICK PATTERN

E-1 EPOXY DUR-A-FLEX Q-28 Q28-21 N/A QUARTZ BLEND

BASE

B-1 RUBBER BASE ARMSTRONG COVER ROLL V6861 GRAPHITE GRAY 4" N/A

E-2 EPOXY DUR-A-FLEX DUR-A-QUARTZ Q28-21 N/A Q28 (FINE) QUARTZ BLEND

WALL

P-1 GYP BD : FIELD PAINT SHERWIN WILLIAMS INTERIOR ACRYLIC LATEX SW 7103 WHITETAIL N/A SATIN

CEILING

CP-1 CEMENT PLASTER: FIELD PAINT SHERWIN WILLIAMS INTERIOR ACRYLIC LATEX SW 7103 WHITETAIL N/A SATIN

ACT-1 ACOUSTICAL CEILING TILE OPTIMA LAY IN TILE WHITE 24" x 24" STANDARD

*MANUFACTURER AND PRODUCT INFORMATION PROVIDED AS BASIS OF DESIGN AND ARE NOT INTENDED TO EXCLUDE PRODUCTS OF OTHER MANUFACTURERS WHOSE PRODUCT MEET THE SPEC AND, IN THE OPINION OF THE CONTRACTING OFFICER, MATCH THE NAMED PRODUCT IN COLOR PATTERN AND APPEARANCE.

N O

N D

/0 1/

/3 0/

S U

AS INDICATED

54321

1 54321

A/E INFO

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

N A

G C

O M

M A

N D

L S

O, C

:3 1:

9th

ILD

9 -

, B

N62473-16-D-1801

D, C

N O

N D

/01

/19

1614899

SSG GIAN GONZALEZ

/30

/20

L S

/31

/20

S-001

U C

A L

L N

STRUCTURAL GENERAL NOTES

1. DESIGN BASIS

THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH CURRENT

UNIFIED FACILITIES CRITERIA (UFC 3-301-01) THAT INCLUDE ICC 2015

INTERNATIONAL BUILDING…

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.