ATTACHMENT 2 - Munitions_Drawings_20190925.pdf

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FDZD9300

Revision:

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 40

Date DescriptionByNo.

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G-001

TITLE SHEET,

ABBREVIATIONS,

AND NOTES

JW

JW

BM

ALASKA AIR NATIONAL GUARD

FINAL DESIGN SUBMITTAL

25 SEPTEMBER 2019

JOINT BASE ELEMENDORF - RICHARDSON

176TH CIVIL ENGINEERING SQUADRON

CONSTRUCT MUNITIONS INSPECTION

ASSEMBLY FACILITY

AK ANG PROJECT NO: FXSB162207

LOCATION MAP VICINITY MAP

PROJECT

LOCATION

PROJECT

VICINITY

ALASKA

ANCHORAGE

JUNEAU

FAIRBANKS JBER

PROFESSIONALS OF RECORD

CIVIL ENGINEER OF RECORD

2485 NATOMAS PARK DRIVE, SUITE 600

SACRAMENTO, CA 95833

TEL: (916) 920-0300

EMAIL: MARIE.SILVEIRA@JACOBS.COM

CONTACT: MARIE SILVEIRA, PE

ARCHITECT OF RECORD

2600 MICHELSON, SUITE 500

IRVINE, CA 92612

TEL: (949) 224-7500

EMAIL: JACOB.WEN@JACOBS.COM

CONTACT: JACOB WEN, AIA

STRUCTURAL ENGINEER OF RECORD

2600 MICHELSON, SUITE 500

IRVINE, CA 92612

TEL: (949) 224-7500

EMAIL: SHERVIN.SHAFI@JACOBS.COM

CONTACT: SHERVIN SHAFI, SE

MECHANICAL ENGINEER OF RECORD

2600 MICHELSON, SUITE 500

IRVINE, CA 92612

TEL: (949) 224-7500

EMAIL: CURTIS.KORPASH@JACOBS.COM

CONTACT: CURTIS KORPASH, PE

FIRE PROTECTION ENGINEER OF RECORD

777 MAIN STREET

FORT WORTH, TX 92612

TEL: (817) 735-6162

EMAIL: JOSEPH.SHUMAKE@JACOBS.COM

CONTACT: JOSEPH SHUMAKE, PE

ELECTRICAL ENGINEER OF RECORD

2600 MICHELSON, SUITE 500

IRVINE, CA 92612

TEL: (949) 224-7500

EMAIL: VIC.MONTELLANO@JACOBS.COM

CONTACT: VIC MONTELLANO, PE

PRINCIPLE-IN-CHARGE

5001 N. BROADWAY

ST LOUIS, MO 63102

TEL: (916) 920-0300

EMAIL: JIM.KURTZ@JACOBS.COM

CONTACT: JAMES KURTZ, AIA

PROJECT MANAGER

2600 MICHELSON, SUITE 500

IRVINE, CA 92612

TEL: (949) 224-7576

EMAIL:

SUPRANEE.DEGRAW@JACOBS.COM

CONTACT: SUPRANEE DEGRAW, AIA

GENERAL CONSTRUCTION NOTES

1. IT IS THE INTENT OF THE CONTRACTING OFFICER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.

2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND REPORT ANY DISCREPANCIES BETWEEN THE DRAWING AND EXISTING CONDITIONS TO THE CONTRACTING OFFICER PRIOR TO

COMMENCING WORK.

3. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM THE ACCUMULATED OF WASTE MATERIALS OR DEBRIS CAUSED BY CONSTRUCTION. AT THE COMPLETION OF WORK, ALL WASTE, INCLUDING:

TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY AND SURPLUS MATERIALS SHALL BE REMOVED FROM THE JOB

SITE. LEAVE THE WORK AREA BROOM-CLEAN AT THE END OF EACH DAY.

4. ALL FIRE PROTECTION WORK SHALL BE PERFORMED BY A STATE CERTIFIED FIRE PROTECTION CONTRACTOR.

ADDITIONS OF THE FIRE SPRINKLER SYSTEM SHALL NOT START WITHOUT AN ADVANCED NOTIFICATION OF AT

LEAST TWO DAYS TO THE CONTRACTING OFFICER.

CODE AND STANDARD REFERENCES

• ARCHITECTURAL BARRIERS ACT OF 2008 (ABA),

DoD STANDARDS

• AMERICANS WITH DISABILITIES ACT, AND

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

GUIDELINES (ADAAG), 23 JULY 2004

• AIR FORCE INSTRUCTION 91-203 (AFI), 15 JUNE

• ANG DESIGN OBJECTIVES AND PROCEDURES TAB

C - 16 APRIL 2010

• ANG DESIGN POLICY ETL 15-01 - MAY 2015

• ANG DESIGN POLICY ETL 15-01-1 - MAY 2015

• ANG DESIGN POLICY ETL 15-01-5 - MAY 2015

• UNIFIED FACILITIES CRITERIA (UFC), 3-410-01, 3-530-01,

4-010-01 & 4-010-02

• INTERNATIONAL BUILDING CODE (IBC), 2015

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA),

101 LIFE SAFETY CODE, 2018

ARCHITECTURAL ABBREVIATIONS

UL UNDERWRITER'S

LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER

SUPPLY

VCT VINYL COMPOSITION TILE

VEST VESTIBULE

VIF VERIFY IN FIELD

VT VINYL TILE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

XPS EXTRUDED POLYSTYRENE

NA OR

N/A

NOT AVAILABLE / APPLICABLE

NIC NOT IN CONTRACT

NO / # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPG /

OPNG

OPENING

OPP OPPOSITE

PEB PRE ENGINEERED BUILDING

PL PLATE

PLM PLASTIC LAMINATE

PLYWD PLYWOOD

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REQ REQUIRED

REV REVISE / REVISION

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RT RESILIENT TILE

SC SOLID CORE

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFY / SPECIFICATION

SQ SQUARE

SQFT SQUARE FEET

SQIN SQUARE INCH(ES)

SS STAINLESS STEEL

SSU SOLID SURFACING

STD STANDARD

STL STEEL

SYM SYMMETRICAL

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPORARY / TEMPERATURE

TER TELECOM EQUIPMENT ROOM

TOC TOP OF CONCRETE

TOS TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

FA FIRE ALARM

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FIXTURES, FURNISHINGS

AND EQUIPMENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FOW FACE OF WALL

GA GAUGE

GALV GALVANIZE(D)

GC GENERAL CONTRACTOR

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GL GLASS / GLAZING

GYP GYPSUM

GYP BD GYPSUM BOARD

HDWR HARDWARE

HM HOLLOW METAL

HOR /

HORIZ

HORIZONTAL

HP HIGH POINT

HT HEIGHT

HVAC HEATING / VENTILATION / AIR

CONDITIONING

IN INCH / INCHES

INCL INCLUDE(D) / INCLUDING

INSUL INSULATE / INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

LF LINEAR FOOT (FEET)

LH LEFT HAND

LP LOW POINT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURE(R)

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MAXIMUM TRAVEL DISTANCE

MTL METAL

A/C AIR CONDITIONER /

CONDITIONING

ABA ARCHITECTURAL BARRIERS

ACT

ABV ABOVE

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

AL / ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

APPROX APPROXIMATELY

AUTO AUTOMATIC

AVG AVERAGE

WTA AT

WTZA AND

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BMS BALANCE MAGNETIC SWITCH

BOS BOTTOM OF STEEL

BOT BOTTOM

CER CERAMIC

CF CUBIC FOOT

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CI CONTRACTOR INSTALLED

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET(ED)(ING) / COMMON

PATH OF TRAVEL

CT CERAMIC TILE

DEMO DEMOLISH

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DR DOOR

DWG DRAWING

(E) EXISTING

EA EACH

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL(LY)

EQPT EQUIPMENT

ESD ELECTRO-STATIC

DISSIPATIVE

EXIST EXISTING

EXT EXTERIOR

PROFESSIONAL SEALS

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

SCALE: 1/8" = 1'-0" X-9.0X-2.1

X

A-4.1

A-4.1

A

FURNITURE /

EQUIPMENT FINISH

REVISION DESIGNATION

ROOM NUMBER

WINDOW IDENTIFIER

WALL TYPE

DOOR IDENTIFIER

LOUVER IDENTIFIER

A-1.1

A-1.1

ELEVATION

DATUM / BENCH MARK

KEYED NOTE NUMBER

DESIGNATION

DETAIL NO.

BUILDING SECTION (SEE

ALSO DETAIL ABOVE)

SHEET ON

WHICH DETAIL

IS SHOWN

SHEET ON

WHICH INT.

ELEV. IS

SHOWN

INT. ELEV.

SYMBOL

DETAIL NO.

GRAPHIC SCALE

DETAIL KEY TYPE 2

DETAIL KEY TYPE 1

DRAWING TITLE REFERENCE

OUTLINE OF OBJECT ABOVE

BREAK LINES

CENTER LINES

DETAIL TITLE REFERENCE

REFERENCE SHEET

WHERE DETAIL/SECTION

CALLOUT IS SHOWN

SHEET ON WHICH

DETAIL IS SHOWN

EXTERIOR/INTERIOR

ELEVATION

COLUMN LINE GRID

DESIGNATION

A-3.0

XXX

DETAIL

KEYED NOTE DEMOLITION

NUMBER DESIGNATION

8' 4' 0' 8' 16'

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

ROOM

NAME

###A

W#

L#

EL. 0'-0"

FLOOR LEVEL

X-#

MATCH LINE

SEE 1/A-2.02

MATCH LINE TAG

NORTH ARROW

BLDG

NORTH

A-4.1

WALL SECTION (SEE

ALSO DETAIL ABOVE)MUNITIONS

INSPECTION

TOILET

M T

D

FE

1. REFER TO BASIS TO SHEET G-1.0 FOR ALL APPLICABLE CODES AND STANDARDS.

2. CODE ANALYSIS BASED ON 2018 IBC WHERE PRESCRIBED BY UFC 1-200-01, 2018 NFPA

101 WHERE PRESCRIBED BY UFC 3-600-01.

3. BUILDING AREA WILL BE FULLY SPRINKLERED PER NFPA 13 AND SUPERVISED BY THE

BUILDING FIRE ALARM AND MASS NOTIFICATION SYSTEM.

CALCULATED NUMBER OF OCC PER EXIT

TOTAL EXIT CAPACITY OF OPENING

DIRECTION OF EXIT

EXIT SIGN ( W/DIRECTIONAL ARROW,

DARKENED AREA DENOTES LIGHTED FACE)

EXIT OPENING OR EXIT DISCHARGE

MAXIMUM TRAVEL DISTANCE (MTD)

COMMON PATH OF TRAVEL (CPT)

XX FT TO EXIT

AREA

XX

XX

XX

OCCUPANT LOAD FACTOR

OCCUPANCY LOAD

FE FIRE EXTINGUISHER - TYPE K; BRACKET-

MOUNTED

IBC GROUP F-1 OCCUPANCY

LSC NEW FACTORY OCCUPANCY (CALCULATED AT 100

GSF/OCC)

NO

SHADE

IBC GROUP B OCCUPANCY

LSC NEW BUSINESS OCCUPANCY (CALCULATED AT 100

GSF/OCC)

OCCUPANCY CLASSIFICATION

THE BUILDING WILL BE CLASSIFIED AS SINGLE-USE OCCUPANCY

INACCORDANCE WITH IBC SECTION 508.4. THE

PREDOMINANT BUILDING OCCUPANCY IS MODERATED-HAZARD

FACTORY, GROUP F-1 (IBC SECTION 306.2) OR INDUSTRIAL (LSC

SECTION 6.1.12.1).

CONSTRUCTION TYPE

TYPE II-B PER IBC TABLE 601, FULLY SPRINKLERED

TYPE II (0,0,0) PER NFPA 220, FULLY SPRINKLERED

FLOORS: 0-HOUR FIRE-RATING

STRUCTURE: 0-HOUR FIRE-RATING

ROOF: 0-HOUR FIRE-RATING

NONBEARING INTERIOR WALLS: 0-HOUR FIRE-RATING

EXTERIOR WALLS: 0-HOUR FIRE-RATING

(NO EXTERIOR OPENING PROTECTION REQUIRED WITH MINIMUM

30 FT. TO IMAGINARY PROPERTY LINE)

INTERIOR WALL/CEILING FINISH RATING C PER LSC TABLE 803.9

TRAVEL DISTANCE

MAXIMUM EGRESS LIMITS PER NFPA 101 TABLE A.7.6:

INDUSTRIAL

TRAVEL DISTANCE 250 FT.

COMMON PATH TRAVEL 100 FT

DEAD-END CORRIDOR 50 FT.

OCCUPANCY CLASSIFICATION

THE PREDOMINANT BUILDING OCCUPANCY IS INDUSTRIAL

OCCUPANCY/USE AREA FACTOR TOTAL

BUSINESS 54 SF 100 SF/OCC 1

INDUSTRIAL 697 SF 100 SF/OCC 7

COMPONENT FACTOR OCCUPANTS REQUIRED PROVIDED

DOOR 0.2 IN/OCC 8 1.6 IN 64 IN (2 DOORS TOTAL)

AS INDICATED

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FDZD9300

Revision:

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 43

Date DescriptionByNo.

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G-002

SHEET INDEX,

LEGEND AND

LIFE SAFETY

PLAN

JW

JW

BM

SHEET # DRAWING INDEX

GENERAL

G-001 TITLE SHEET, ABBREVIATIONS, AND NOTES

G-002 SHEET INDEX, LEGEND AND LIFE SAFETY PLAN

CIVIL

C-001 CIVIL GENERAL NOTES, ABBREVIATIONS & LEGENDS

CD-101 CIVIL DEMOLITION PLAN

CS-101 CIVIL SITE, GRADING, AND UTILITY PLAN

CS-102 CIVIL SITE, GRADING, AND UTILITY PLAN

ARCHITECTURAL

A-110 ARCHITECTURAL FLOOR PLAN, REFLECTED CEILING

PLAN, AND ROOF PLAN

A-200 ARCHITECTURAL EXTERIOR ELEVATIONS

A-300 ARCHITECTURAL BLDG. SECTIONS, INT. ELEVATIONS,

AND ACCESSIBILITY STD.

A-400 ARCHITECTURAL WALL SECTION, PARTITION TYPES,

SCHEDULES, AND DETAILS

A-600 ARCHITECTURAL DETAILS AND SPECIFICATIONS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

S-110 STRUCTURAL FOUNDATION PLAN

S-500 STRUCTURAL DETAILS

MECHANICAL/PLUMBING

M-001 MECH AND PLBG SYMBOLS, ABBREVIATIONS

M-002 MECH AND PLBG GENERAL NOTES

M-110 MECHANICAL FLOOR PLAN

M-210 PLUMBING FLOOR PLAN

M-500 MECHAICAL AND PLUMBING DETAILS

M-501 MECH AND PLBG DETAILS

M-700 MECH AND PLBG SCHEDULES

FIRE PROTECTION

FA-001 FIRE ALARM GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

FA-110 FIRE ALARM FLOOR PLAN

FA-501 FIRE ALARM DETAILS

FX-001 FIRE SUPPRESSION GENERAL NOTES

FX-110 FIRE SUPPRESSION PLAN

FX-501 FIRE SUPPRESSION DETAILS

ELECTRICAL

E-001 ELECTRICAL LEGEND, ABBREVIATIONS AND

GENERAL NOTES

ED-101 DEMOLITION ELECTRICAL SITE PLAN

ES-101 ELECTRICAL SITE PLAN

ES-102 ENLARGED ELECTRICAL SOUTH SITE PLAN

ES-103 ENLARGED ELECTRICAL NORTH SITE PLAN

E-110 POWER AND LIGHTING PLANS

E-120 LIGHTNING PROTECTION AND GROUNDING PLAN

E-130 LIGHTNING PROTECTION GRAPHICAL ANALYSIS

E-501 LIGHTNING PROTECTION SYSTEM DETAILS

E-502 POLE DETAILS

E-503 DETAILS

ED-601 DEMOLITION SINGLE LINE DIAGRAM

E-601 SINGLE LINE DIAGRAM

E-701 POLE SCHEDULE

E-702 SCHEDULES

LEGEND SHEET INDEX

SCALE: 1/4" = 1'-0" G-002A-200

2LIFE SAFETY PLAN

GENERAL LIFE SAFETY NOTES

LIFE SAFETY LEGEND

OCCUPANCY LEGEND

IBC BUILDING CODE ANALYSIS

PER UFC 1-200-01

LIFE SAFETY CODE ANALYSIS PER

UFC 3-600-01

OCCUPANCY LOAD CALCULATION

BLDG

NORTH

0 4' 8' 12'2'1'

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

1" = 20'

CIVIL

GENERAL

NOTES,

ABBREVIATIONS,

AND

LEGEND

MS

MS

BM

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C

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Date

DescriptionBy

Revision:

No.

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 40

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GENERAL NOTES

1. THE SCOPE OF CIVIL SITE WORK INCLUDES MINOR SITE DEMOLITION,

CLEARING, AND GRADING TO ACCOMMODATE CONSTRUCTION OF A

MUNITIONS INSPECTION FACILITY. REFER TO ARCHITECTURAL,

STRUCTURAL, AND MEP SHEETS FOR ADDITIONAL DESIGN INFORMATION.

2. CONTRACTORS SHALL NOT WORK FROM PARTIAL SETS OF DOCUMENTS

AND SHALL READ AND BE FAMILIAR WITH THE DOCUMENTS AND THE WORK.

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER.

3. THE CONTRACTOR MUST HAVE A SET OF SIGNED PLANS ON THE JOB SITE

AT ALL TIMES WHEN HIS/HER FORCES ARE ON-SITE WHILE THE PROJECT IS

UNDER CONSTRUCTION.

4. THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS, AND

DIMENSIONS INDICATED IN THE CONTRACT DOCUMENTS AND SHALL

REPORT INCONSISTENCIES TO THE CONTRACTING OFFICER FOR

RESOLUTION PRIOR TO PROCEEDING WITH WORK. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ESTABLISHMENT OF CONTROL LINES AND

LEVELS FOR ALL WORK AND WILL BE RESPONSIBLE FOR OVERALL LAYOUT

OF THE WORK. THE GOVERNMENT HAS PROVIDED AN INITIAL SURVEY; THE

CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING CONDITIONS, GRADES,

UTILITIES, AND IMPROVEMENTS.

5. THE CONTRACTOR SHALL CALCULATE DIMENSIONS AND MEASURE FOR

LAYOUT OF WORK. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. ALL

DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO BE

COMPLETE IN EVERY DETAIL. WHEN AN ITEM IS PARTIALLY DRAWN, IT SHALL

APPLY TO ALL PARTS OF THE WORK. THE CONTRACTOR SHALL COMPLETE

THE WORK AS REASONABLY INFERABLE AND AS NECESSARY TO PRODUCE

THE INTENDED RESULTS.

6. JACOBS HAS EXERCISED REASONABLE AND ACCEPTABLE STANDARD OF

CARE IN PREPARATION OF THESE PLANS. THE DESIGN PROCESS INCLUDES

ACTIVITIES THAT OCCUR AFTER THE SIGNATURE, INCLUDING CALCULATION,

PLAN CHECK, AND VERIFICATIONS DURING CONSTRUCTION. ANY CHANGES

MADE TO THE PLANS AFTER SIGNATURE ARE THE RESPONSIBILITY OF THE

PARTY MAKING THE CHANGE; JACOBS SHALL BE INDEMNIFIED FROM ANY

DAMAGES RESULTING FROM THESE CHANGES.

7. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION. ANY CONFLICT SHALL BE COORDINATED

BETWEEN CONTRACTOR AND CONTRACTING OFFICER. ANY DAMAGES TO

UTILITIES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE. ALL CONNECTIONS TO EXISTING UTILITIES AND

ALL UTILITY INSTALLATIONS AND/OR ABANDONMENTS SHALL BE IN

COMPLIANCE WITH THE REQUIREMENTS OF THE UFC AND APPROPRIATE

JURISDICTIONAL AGENCIES. EXISTING UNDERGROUND UTILITY LINES ARE

SHOWN ON THE DRAWINGS BASED ON RECORD DRAWINGS PROVIDED BY

THE GOVERNMENT. PLANS ARE ACCURATE ONLY TO THE DEGREE IMPLIED

BY THE METHOD USED TO ESTABLISH EXISTING CONDITIONS.

8. OBTAIN A DIG PERMIT A MINIMUM OF TWO (2) DAYS PRIOR TO BEGINNING

WORK. USE 673 ABW FORM 3 PRIOR TO ANY EXCAVATION. OBTAIN FORM

FROM CONTRACTING OFFICER.

9. THERE ARE EXISTING ELECTRICAL UTILITIES IN THE WORK AREA WITH

UNKNOWN LOCATIONS. USE EXTREME CAUTION IN ANY EXCAVATION.

10. JACOBS CANNOT AND DOES NOT WARRANT THAT THIS INFORMATION IS

COMPLETE OR ACCURATE. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO MAINTAIN ANY AND ALL MARKINGS AS NEEDED TO

PROTECT EXISTING UTILITIES. ANY DAMAGE OR INTERRUPTION OF SERVICE

CAUSED BY CONTRACTOR'S NEGLIGENCE SHALL BE REPORTED

IMMEDIATELY TO THE CONTRACTING OFFICER AND THE APPROPRIATE

UTILITY COMPANY AND SHALL BE REPAIRED AND SERVICE RESTORED IN

FULL COOPERATION WITH THE UTILITY COMPANY AT THE CONTRACTOR'S

EXPENSE.

11. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR PROTECTING

EXISTING IMPROVEMENTS NOT SCHEDULED TO BE REMOVED BY THIS

CONTRACT. ANY IMPROVEMENT THAT IS DAMAGED DURING CONSTRUCTION

OPERATIONS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT

THE CONTRACTOR'S EXPENSE.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND

OBTAINING ALL PERMITS REQUIRED FOR THE WORK OF THIS CONTRACT,

INCLUDING BUT NOT LIMITED TO HAULING PERMITS AND DISPOSAL

PERMITS, INCLUDING FURNISHING ANY PLANS, INFORMATION, AND FEES

REQUIRED TO OBTAIN THE NECESSARY PERMITS.

13. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR

JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE

PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS

RESPONSIBILITY SHALL BE MADE TO APPLY CONTINUOUSLY AND SHALL

NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR SHALL

DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL AND THE

GOVERNMENT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,

IN CONNECTION WITH THE CONTRACTOR'S PERFORMANCE OF THE WORK.

14. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR

OR BE LIABLE FOR ANY UNAUTHORIZED USES OF AND CHANGES TO THESE

PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST HAVE

PRIOR APPROVAL BY THE PREPARER OF THESE PLANS AND THE

CONTRACTING OFFICER.

15. THE CONTRACTOR SHALL RESTORE PAVEMENT, CURBS, GUTTERS,

SIDEWALK, LANDSCAPING, IRRIGATION SYSTEMS, UTILITIES, AND OTHER

IMPROVEMENTS THAT ARE DISTURBED DURING CONSTRUCTION ACTIVITIES

TO THEIR ORIGINAL CONDITION OR BETTER.

16. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ANY NECESSARY

EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED BY THE

ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DIVISION OF

WATER AND THE CITY OF ANCHORAGE.

17. FINISH GRADING WORK INCLUDES ADJUSTING ALL RIMS OF MANHOLES,

VALVE BOXES, MONUMENTS, METERS, CLEANOUTS, JUNCTION

STRUCTURES, AND ALL OTHER STRUCTURES TO FINISHED GRADE.

REPLACE WITH H20-RATED BOX AND COVER IN STREETS, DRIVEWAYS, AND

VEHICULAR PATHWAYS.

ABBREVIATIONS LEGEND

AB AGGREGATE BASE

ABA ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS

AC ASPHALT CONCRETE

ADA AMERICANS WITH DISABILITIES

ACT

ALT ALTERNATE

BH BORE HOLE

BW BOTTOM OF WALL

C&G CURB AND GUTTER

CJ CONSTRUCTION JOINT

CONC CONCRETE

CP CONTROL POINT

CRZ CRITICAL ROOT ZONE

DI DRAIN INLET

DIA DIAMETER

DND DO NOT DISTURB

DTL DETAIL

DWG DRAWING

E EASTING

(E), EX EXISTING

EA EACH

EG EXISTING GRADE

EJ EXPANSION JOINT

ELEV ELEVATION

EP EDGE OF PAVEMENT

EPB ELECTRICAL PULL BOX

EQ EQUAL

ETC ETCETERA

FF FINISHED FLOOR

FG FINISHED GRADE

FL FLOWLINE

FM FORCED MAIN, FACTORY MUTUAL

FO FIBER OPTIC

FPS FEET PER SECOND

FS FINISHED SURFACE

GB GRADE BREAK

GR GRATE

H HIGH, HEIGHT

HDPE HIGH DENSITY POLYETHYLENE

INV INVERT

ISA INTERNATIONAL SYMBOL OF

ACCESSIBILITY

L LENGTH

LF LINEAL FEET

M METERS

MAX MAXIMUM

ME MATCH EXISTING

MH MANHOLE

MIN MINIMUM

MNPT MALE NATIONAL PIPE THREAD

N NORTH, NORTHING

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NFS NON-FROST SUSCEPTIBLE

NIC NOT IN CONTRACT

NO. NUMBER

NTS NOT TO SCALE

O.C. ON CENTER

PCC PORTLAND CEMENT CONCRETE

PMB PRE-ENGINEERED METAL

BUILDING

POC POINT OF CONNECTION

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD RELATIVE DENSITY

REF REFER TO, REFERENCE

RPM REVOLUTIONS PER MINUTE

S SLOPE

SD STORM DRAIN

SDR STANDARD DIMENSION RATIO

SIM SIMILAR, SIMILAR TO

SQ SQUARE

SPEC SPECIFICATION(S)

SS SANITARY SEWER, STAINLESS

STEEL

SST STAINLESS STEEL

t, T THICK, THICKNESS

TBD TO BE DETERMINED / DEVELOPED

TC TOP OF CURB

TW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

W WATER, WIDE

W/ WITH

WWM WELDED WIRE MESH

EXISTING PROPOSED

LIMIT OF WORK

ELECTRIC METER

ELEC

OVEREXCAVATION LIMIT LINE

FENCE

POST

UTILITY POLE

EDGE OF

ASPHALT ROAD

ELECTRICAL PULL BOX

ASPHALT PAVEMENT

VEGETATIVE COVER RESTORATION

EPB

ELECTRICAL - OVERHEAD

FIBER OPTIC

OHE OHE

FO FO

T T TELECOMMUNICATIONS

CONTOUR - MAJOR

CONTOUR - MINOR

CONTROL POINT/TEMPORARY BENCH MARK

CP/TBM

NATURAL GAS

FIRE HYDRANT

WATER VALVE

GAS GAS

WATER PIPE

SEWER MANHOLE

SEWER CLEANOUT

SEWER PIPE

3" AC PAVING

12" TYPE II-A AGGREGATE BASE

TO 95% COMPACTION

12" SCARIFIED NATIVE SUBGRADE

MOISTURE CONDITION & RECOMPACT

TO 95% PER ASTM D1557

WIDTH PER PLAN

SEE DETAIL AT

SAWCUT

PROVIDE TACK COAT WHEN ADJACENT TO

CONCRETE OR EX AC PAVEMENT; SEE DETAIL

AT SAWCUT ABOVE

DETAIL AT SAWCUT

SAWCUT LINE

PER PLAN

TACK COAT AT SEAMS

EXISTING AC PAVEMENT

TO REMAIN

GRIND 1'W X 1.5"D

BEYOND SAWCUT LINE

ASPHALT PAVEMENT

PER PLAN

NOTES:

1. PAVING, ROCK AND SOIL MATERIALS (AC, TYPE II-A AGGREGATE, AND NFS MATERIAL) REFERENCE THE STATE OF

ALASKA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.

2. ONSITE MATERIAL USED AS BACKFILL SHALL HAVE A MAXIMUM OF 15-PERCENT PASSING THE #200 SIEVE OR PER THE

ALASKA STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR NFS MATERIAL, WHICHEVER IS

LESS.

PRIME COAT

CO

SS

CONCRETE PAVEMENT

W

BOLLARD

SS

CIVIL

DEMOLITION

PLAN

MS

MS

BM

CONTINUES TO EXISTING SEWER

ADJACENT BUILDING 16519

REFER TO CS-102

REFER TO ELECTRICAL

PLANS FOR CONTINUATION

A

B

C

D

2 3 4 5

1 2 3 4 5

Date

DescriptionBy

Revision:

No.

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 40

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NORTH

SHEET NOTES

1. EXISTING CONDITIONS ARE BASED ON SURVEY PROVIDED BY

LOUNSBURY & ASSOCIATES DATED JANUARY 31, 2019. REFER

TO SURVEY FOR DEFINITION OF CONTROL POINTS AND

EXISTING SITE CONDITIONS.

2. ALL EXISTING SITE IMPROVEMENTS ARE TO REMAIN UNLESS

INDICATED OTHERWISE.

3. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS

FOR BUILDING ELEMENTS/IMPROVEMENTS TO BE REMOVED.

4. BACKFILL AND COMPACT VOIDS LEFT FROM REMOVAL OF

BOLLARDS, POSTS, ETC.

1. SAWCUT EXISTING PAVEMENT TO NEAT STRAIGHT LINE.

2. REMOVE EXISTING ASPHALT PAVEMENT, INCLUDING BASE

MATERIAL.

3. CLEAR SURFACE VEGETATION AND DEBRIS.

4. REMOVE EXISTING OVERHEAD POWER, INCLUDING POLES

AND SUPPORT WIRES.

TYP

KEY NOTES

TYP

TYP 3

TYP3

TYP 3

TYP 3

TYP3

TYP 4

TYP 4

TYP4

LIMIT OF

SITE WORK

TYP2

CIVIL SITE,

GRADING,

AND UTILITY

PLAN

MS

MS

BM

100' SETBACK

80' SETBACK

25' SETBACK

80' MIN TO EX GAS LINE

NEW MUNITIONS

BUILDING

FF=203.3

100' MIN TO ROAD

M

T

G

V

P

R

K

I

N

G

A

B

C

D

2 3 4 5

1 2 3 4 5

Date

DescriptionBy

Revision:

No.

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 40

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A L A

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S

LIMIT OF

SITE WORK

SHEET NOTES

1. EXISTING CONDITIONS ARE BASED ON SURVEY PROVIDED BY

LOUNSBURY & ASSOCIATES DATED JANUARY 31, 2019. REFER

TO SURVEY FOR DEFINITION OF CONTROL POINTS.

2. REFER TO ARCHITECTURAL, STRUCTURAL, AND MECHANICAL/

PLUMBING DRAWINGS FOR BUILDING IMPROVEMENTS.

3. BACKFILL AND COMPACT VOIDS LEFT FROM REMOVAL OF

BOLLARDS, POSTS, POLES, ETC. SURFACE TO MATCH

EXISTING ADJACENT.

1. ASPHALT SAWCUT PAVEMENT REPAIR. DETAIL C-001.

2. ASPHALT PAVEMENT; 3" AC / 12" AB. DETAIL C-001.

3. CONCRETE PAVEMENT.

4. CONCRETE PAD. REFER TO STRUCTURAL PLANS.

5. CONCRETE STOOP. REFER TO ARCHITECTURAL PLANS.

6. BOLLARD. PLACEMENT AND DETAIL PER ARCHITECTURAL

PLANS.

7. SANITARY SEWER POINT OF CONNECTION TO BUILDING.

PROVIDE CLEANOUT. REFER TO PLUMBING PLANS FOR

CONTINUATION.

8. SANITARY SEWER SERVICE.

9. SANITARY SEWER CLEAN OUT.

10. SANITARY SEWER POINT OF CONNECTION TO EXISTING MAIN.

CORE CONNECTION TO EXISTING SEWER MANHOLE. FIELD

VERIFY LOCATION AND DEPTH.

11. WATER POINT OF CONNECTION TO BUILDING. REFER TO

PLUMBING PLANS FOR METER AND BACKFLOW PREVENTER

AND FOR CONTINUATION. REFER TO FIRE PROTECTION PLANS

FOR FIRE PROTECTION BACKFLOW PREVENTER AND

APPURTENANCES AND FOR CONTINUATION.

12. WATER SERVICE MAIN.

13. WATER POINT OF CONNECTION TO EXISTING MAIN. PROVIDE

GATE VALVE ON SERVICE. FIELD VERIFY LOCATION AND

DEPTH.

14. NATURAL GAS POINT OF CONNECTION TO BUILDING. REFER

TO PLUMBING PLANS FOR METER AND VALVES AND FOR

CONTINUATION.

15. NATURAL GAS SERVICE MAIN.

16. NATURAL GAS POINT OF CONNECTION TO EXISTING MAIN.

FIELD VERIFY LOCATION AND DEPTH.

17. ELECTRICAL UTILITY SHOWN FOR REFERENCE ONLY. REFER

TO ELECTRICAL PLANS.

18. STORM WATER MANAGEMENT BASIN.

19. RESTORE COVER TO MATCH EXISTING.

20. TELECOMMUNICATION UTILITY SHOWN FOR REFERENCE

ONLY. REFER TO TELECOMMUNICATIONS PLANS.

TYP

KEY NOTES

TYP2

TYP3

INV=195.5 7

4" 100LF

S=0.01

INV=194.5 9

INV=193.5 9

4" 12

TYP17

TYP17

TYP17

TYP17

25'

56'

135CF

TYP

USE CAUTION AT FENCE LINE

DO NOT DAMAGE FENCE;

TUNNEL BENEATH

MATCHLINE CS-102

USE CAUTION AT EXISTING

NATURAL GAS; POTHOLE TO VERIFY

LOCATION AND DEPTH, TYP

4" 100LF

S=0.01

SEE CS-102

FOR CONTINUATION

USE CAUTION AT EXISTING

UTILITIES; POTHOLE TO VERIFY

LOCATION AND DEPTH, TYP

(202.0)±ME

(202.1)±ME

201.8EP

(202.1)±ME

(201.9)±ME

203.28

FG

202.8

FG

202.8

FG

202.8

EP

202.8

FG

203.28

FG

202.8

FG

(202.3)±ME

(202.3)±ME

203.2

CONC

202.8FG

6" 12

CIVIL SITE,

GRADING,

AND UTILITY

PLAN

MS

MS

BM

A

B

C

D

2 3 4 5

1 2 3 4 5

Date

DescriptionBy

Revision:

No.

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 40

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LIMIT OF

SITE WORK

SHEET NOTES

1. EXISTING CONDITIONS ARE BASED ON SURVEY PROVIDED BY

LOUNSBURY & ASSOCIATES DATED JANUARY 31, 2019. REFER

TO SURVEY FOR DEFINITION OF CONTROL POINTS.

2. REFER TO ARCHITECTURAL, STRUCTURAL, AND MECHANICAL/

PLUMBING DRAWINGS FOR BUILDING IMPROVEMENTS.

3. BACKFILL AND COMPACT VOIDS LEFT FROM REMOVAL OF

BOLLARDS, POSTS, POLES, ETC. SURFACE TO MATCH

EXISTING ADJACENT.

1. ASPHALT SAWCUT PAVEMENT REPAIR. DETAIL C-001.

2. ASPHALT PAVEMENT; 3" AC / 12" AB. DETAIL C-001.

3. CONCRETE PAVEMENT.

4. CONCRETE PAD. REFER TO STRUCTURAL PLANS.

5. CONCRETE STOOP. REFER TO ARCHITECTURAL PLANS.

6. BOLLARD. PLACEMENT AND DETAIL PER ARCHITECTURAL

PLANS.

7. SANITARY SEWER POINT OF CONNECTION TO BUILDING.

PROVIDE CLEANOUT. REFER TO PLUMBING PLANS FOR

CONTINUATION.

8. SANITARY SEWER SERVICE.

9. SANITARY SEWER CLEAN OUT.

10. SANITARY SEWER POINT OF CONNECTION TO EXISTING MAIN.

CORE CONNECTION TO EXISTING SEWER MANHOLE. FIELD

VERIFY LOCATION AND DEPTH.

11. WATER POINT OF CONNECTION TO BUILDING. REFER TO

PLUMBING PLANS FOR METER AND BACKFLOW PREVENTER

AND FOR CONTINUATION. REFER TO FIRE PROTECTION PLANS

FOR FIRE PROTECTION BACKFLOW PREVENTER AND

APPURTENANCES AND FOR CONTINUATION.

12. WATER SERVICE MAIN.

13. WATER POINT OF CONNECTION TO EXISTING MAIN. PROVIDE

GATE VALVE ON SERVICE. FIELD VERIFY LOCATION AND

DEPTH.

14. NATURAL GAS POINT OF CONNECTION TO BUILDING. REFER

TO PLUMBING PLANS FOR METER AND VALVES AND FOR

CONTINUATION.

15. NATURAL GAS SERVICE MAIN.

16. NATURAL GAS POINT OF CONNECTION TO EXISTING MAIN.

FIELD VERIFY LOCATION AND DEPTH.

17. ELECTRICAL UTILITY SHOWN FOR REFERENCE ONLY. REFER

TO ELECTRICAL PLANS.

18. STORM WATER MANAGEMENT BASIN.

19. RESTORE COVER TO MATCH EXISTING.

20. TELECOMMUNICATION UTILITY SHOWN FOR REFERENCE

ONLY. REFER TO TELECOMMUNICATIONS PLANS.

KEY NOTES

INV=192.5 9

INV IN=189.6

EX INV THRU=188.9±

FIELD VERIFY

INV=190.5 9

REFER TO ELECTRICAL

PLANS FOR CONTINUATION

TYP 19

MATCHLINE CS-101

REFER TO ELECTRICAL

PLANS FOR CONTINUATION

TYP 19

INV=191.5 9

4" 100LF

S=0.01

4" 100LF

S=0.01

4" 100LF

S=0.01

4" 91LF

S=0.01

EX BLDG 16519

30' - 0"

MUNITIONS

INSPECTION

A-300

A-300

A

EQ EQ

D

F

1 4

4' - 0"

4' - 0"

0' - 9" 8' - 0" 12' - 6" 8' - 0" 0' - 9"

B

E

1.1 3.11

9' - 0"

TOILET

A-200

A-200

A-200

A-200

C

8.17

8.16

8.16

10.110.1

9.16

5.165.16

A

A1

A-400

101A

100C

100A 100B

5.165.16

A-600

WH

WATER

HEATER PAD

1' - 6"

1' - 6"

21.7A2

DOOR, DOOR

FRAME, AND

HARDWARE

CMU WALLS

A

D

F

1 42

B

E

1.1 3.11

C

TOILET

MUNITIONS

INSPECTION

10' - 8" 10' - 8"

A-300

A-300

A

D

F

1 42

B

E

1.1 3.11

A-200

A-200

A-200

A-200

C

A-400

7.37.3

7.29

7.29

3:12

SLOPE

3:12

SLOPE

3:123:12

SLOPE SLOPE

3:123:12

SLOPE SLOPE

T Y

P

TYP.

1' - 0"

TYP.

7' - 6".

7.30

7.30

A-600

GYPSUM

BOARD

CEILING

EXPOSED TO

(E) STRUCTURE

ABOVE

LIGHT FIXTURE -

PENDANT

EXIT SIGN

EXHAUST GRILLE

BLDG

NORTH

AS INDICATED

F

IN

A L D

E S

IG

N

S U

B M

IT

T

A L

S

E P

T E

M B

E R

A

B

C

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1 2 3 4 5

1 2 3 4 5

A L A

S K

A A

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FDZD9300

Revision:

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 40

Date DescriptionByNo.

/1

/2

:5

:4

A

M

A-110

ARCHITECTURAL

FLOOR PLAN,

REFLECTED

CEILING PLAN,

AND ROOF

PLAN

JW

JW

BM

SCALE: 1/4" = 1'-0" A-110A-200

1FLOOR PLAN

1/4" = 1'-0"

0 4' 8' 12'2'

5.16 6" DIA CONC FILLED BOLLARD, 36" HIGH

7.3 STANDING SEAM METAL ROOF SYSTEM

7.29 PROVIDE SNOW GUARDS COMPATIBLE WITH ROOF

SYSTEM: USE ROOF MANUFACTURER'S RECOMMENDED

NON-PENETRATING INSTALLATION METHOD

7.30 CANTILEVERED ROOF CANOPY TO MATCH ROOF; CENTER

W/ DOOR

8.16 3'(W) X 7'(H) MAN DOOR

8.17 10'(W) X 10'(H) ROLL-UP DOOR

9.16 PAINT- FLOOR STRIPING, 3" YELLOW

10.1 ESD WORKBENCH (GFGI)

21.7 FIRE RISER, SEE FIRE PROTECTION FOR DETAILS

KEYNOTES LEGENDSHEET NOTES

1. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

START OF CONSTRUCTION

2. ALL DOORS SHALL BE PLACED 4 INCHES FROM THE CORNER

OF ROOM TO THE DOOR OPENING UNLESS UON.

3. CONCEALED BLOCKING IN WALLS SHALL BE PROVIDED AT

ALL WALL HANGING EQUIPMENT, ACCESOORIES, AND

DEVICES.

4. ALL DMIMENSIONS SHOWN ARE TO FACE OF MASONRY OR

FACE OF METAL STUDS, UON.

5. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, DRAWINGS

FOR MORE INFORMATION

SCALE: 1/4" = 1'-0" A-110A-200

2REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0" A-110A-200

3ROOF PLAN

6 42437

T.O. SLAB

0' - 0"

A

T.O. CMU

4' - 0"

D FB EC

5.16

4.9

7.28

7.23

7.3

TYP.

T.O. BEAM

13' - 0"8.18

26.6

TYP.

A-400 7.29

6' - 0"

A-600

T.O. SLAB

0' - 0"

T.O. CMU

4' - 0"

14 2 1.13.11 3

3:12

7.3

7.28

4.9

7.23

C L R

T.O. BEAM

13' - 0"

26.6

26.6

2' - 0"

8.18

A-600

T.O. SLAB

0' - 0"

A

T.O. CMU

4' - 0"

DF BE C

5.16

7.28

4.9

7.23

TYP.

7.3

T.O. BEAM

13' - 0"

26.6

TYP.

A-400 7.29

T.O. SLAB

0' - 0"

T.O. CMU

4' - 0"

1 421.1 3.113

7.28

4.9

7.23

7.3

5.16

TYP. OF 2

3:12

T.O. BEAM

13' - 0"

26.6

26.6

AS INDICATED

F

IN

A L D

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N

S U

B M

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A L

S

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F A

C

IL

IT

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T

H C

IV

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IN

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Q U

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D O

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-R

IC

H A

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S O

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FDZD9300

Revision:

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 40

Date DescriptionByNo.

/1

/2

:5

:5

A

M

A-200

ARCHITECTURAL

EXTERIOR

ELEVATIONS

JW

JW

BM

SCALE: 1/4" = 1'-0" A-200A-110

2ELEVATION - WEST

SCALE: 1/4" = 1'-0" A-200A-110

3ELEVATION - NORTH

SCALE: 1/4" = 1'-0" A-200A-110

4ELEVATION - EAST

SCALE: 1/4" = 1'-0" A-200A-110

1ELEVATION - SOUTH

1/4" = 1'-0"

0 4' 8' 12'2'

4.9 CMU STEM WALL

5.16 6" DIA CONC FILLED BOLLARD, 36" HIGH

7.3 STANDING SEAM METAL ROOF SYSTEM

7.23 EXTERIOR CORRUGATED METAL WALL PANEL

7.28 STANDING SEAM METAL ROOF CANOPY OVER

STRUCTURAL FRAMING

7.29 PROVIDE SNOW GUARDS COMPATIBLE WITH ROOF

SYSTEM: USE ROOF MANUFACTURER'S RECOMMENDED

NON-PENETRATING INSTALLATION METHOD

8.18 12" X 12" LOUVER

26.6 WALLPACK LIGHTING FIXTURE, SEE ELECTRICAL

KEYNOTES

7 42438

T.O. SLAB

0' - 0"

T.O. CMU

4' - 0"

1 421.1 3.113

7.16

4.9

9.24

MUNITIONS

INSPECTION

TOILET

T.O. BEAM

13' - 0"

T.O. SLAB

0' - 0"

A

T.O. CMU

4' - 0"

D FB EC

7.16

5.1

4.9

7.23

MUNITIONS

INSPECTION

7.28

PAPER TOWEL

DISPENSER W/

WASTE

RECEPTACLE

M A

X

TOILET SEAT

COVER

DISPENSER

M A

X

PAPER

TOWEL

DISPENSER

FIRE

EXTINGUISHER

CABINET

ELEVATOR

CALL

BUTTON

OUTLET

M A

X

WALL

SWITCH

THERMOSTAT

M A

X

N O

T T

O E

X C

E E

D

A F

F F

E H

A N

D L E

FIRE

ALARM

PULL BOX

C E

N T

E R

O F

V A

L V

E

M A

X A

F F

SOAP

DISPENSER

GRAB

BAR

16"-18"

24" MIN.

/2

M A

X

/2

M A

X

/2

MIRROR MIRROR

WRAPPED OR

INSULATED

DRAIN AND HOT

WATER LINE

M

IN

/2

MIN.

8"

17" MIN.

36" MAX

7"-9"

12" MAX 42" MIN.

MIN.

24"

MIN.

12"

36" MIN.

M A

X

M

IN

54" MIN.

COMBINATION TOILET PAPER /

SEAT COVER DISPENSER /

SANTARY DISPOSAL

FACE OF WALL

ROOM ID

5"

EXIT SIGN

EQ EQ

M

IN

M A

X

2' - 6" 60" MIN

M

IN

16"-18"

M

IN

M A

X

M

IN

MIN

2' - 0"

MIN

1' - 0"

36" MIN

5'-0" TURNING SPACE

M

IN

5' - 0"

NOTES:

DOOR SHALL NOT SWING INTO THE CLEAR FLOOR

SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE,

TURNING SPACE IS NOT CONSIDERED A FIXTURE.

ONLY TURNING SPACE MAY OVERLAP DOOR SWING.

AS INDICATED

F

IN

A L D

E S

IG

N

S U

B M

IT

T

A L

S

E P

T E

M B

E R

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A L A

S K

A A

IR

N

A T

IO

N

A L G

U A

R D

C O

N S

T R

U C

T M

U N

IT

IO

N S

I N

S P

E C

T

IO

N A

S S

E M

B L Y

F A

C

IL

IT

Y

T

H C

IV

IL

E N

G

IN

E E

R S

Q U

A D

R O

N

J O

IN

T

B A

S E

E L M

E N

D O

R F

-R

IC

H A

R D

S O

N

FDZD9300

Revision:

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 40

Date DescriptionByNo.

/1

/2

:5

:5

A

M

A-300

ARCHITECTURAL

BLDG.

SECTIONS, INT.

ELEVATIONS,

AND

ACCESSIBILITY

STD.

JW

JW

BM

1/4" = 1'-0"

0 4' 8' 12'2'

SCALE: 1/4" = 1'-0" A-300A-110

1SECTION - CROSS

SCALE: 1/4" = 1'-0" A-300A-110

SECTION - LONGITUDINAL 2

4.9 CMU STEM WALL

5.1 STRUCTURAL SYSTEM

7.16 STANDING SEAM METAL ROOF PANELS OVER R-30 RIGID

OR BATT INSULATION

7.23 EXTERIOR CORRUGATED METAL WALL PANEL

7.28 STANDING SEAM METAL ROOF CANOPY OVER

STRUCTURAL FRAMING

9.24 GYPSUM BOARD CEILING OVER METAL STUD FRAMING

KEYNOTES

SCALE: N.T.S.SCALE: 1/4" = 1'-0" A-300

ACCESSIBLE FIXTURE MOUNTING HEIGHTS & LOCATIONS 3

SCALE: 1/2" = 1'-0" A-300

STANDARD ACCESSIBLE TOILET ROOM

CLEARANCES - SIDE APPROACH

GENERAL NOTES

1. ALL GRAB BARS SHALL HAVE STRUCTURAL STRENGTH TO SUPPORT MIN. 250 LBS. POINT LOAD.

2. SIGNAGE SHALL BE MOUNTED AT THE LATCH SIDE OF THE DOOR. WHERE THERE IS INSUFFICIENT SPACE ON THE LATCH SIDE, LOCATE THE SIGN ON THE NEAREST ADJACENT WALL.

3. ACCESSIBILITY STANDARDS ARE PER ARCHITECTURAL BARRIERS ACT (ABA).

4. THE MOUNTING HEIGHTS AND DEVICES SHOWN ON THIS DRAWING ARE INTENDED TO ILLUSTRATE THE FINISH ELEVATION AND LOCATION OF DEVICES, FIXTURES AND ACCESSORIES. THE CONTRACTOR IS TO COORDINATE THE LOCATION OF CONDUIT AND BACK BOX ROUGH-IN TO ALIGN THE FINISH ELEVATIONS AND LOCATIONS OF DEVICES AS SHOWN.

5. NOT ALL CONDITIONS AND DEVICES MAY BE SHOWN. REFER TO THE ELECTRICAL, TELECOMMUNICATIONS, LIFE SAFETY AND

MECHANICAL DRAWINGS FOR ADDITIONAL DEVICE DETAILS.

6. CONTRACTOR TO PROVIDE WALL BACKER STEEL PLATE WITHIN WALL ASSEMBLIES FOR WALL MOUNTED DEVICES.

8 42439

CONT. SEALANT, BOTH SIDES

TOP OF FLOOR SLAB

CONT. CHANNEL METAL RUNNER

MINERAL FIBER BLANKET

INSULATION TO FIT CAVITY

PLAN

SECTION

AT

CEILING

SECTION

AT FLOOR

SCHEDULED CEILING

WHERE OCCURS

UNDERSIDE OF STRUCTURE

SLP-TRK W/ FASTENERS

CONT. ACOUSTICAL SEALANT,

BOTH SIDES

TYPE A & A1: 5/8" GYPSUM WALL

BOARD, TYPE X; BOTH SIDE

BASE PER SCHED.

25 GA METAL STUD @ 24" OC

A 3-5/8" METAL STUD

A1 6" METAL STUD

A2 3-5/8" METAL STUD W/ ONE SIDE OF GYPSUM

WALL BOARD

TYPE A2; 5/8" GYPSUM

WALL BOARD, TYPE X; ONE

SIDE

A B

O V

E C

L G

PANEL TYPES

A B

P E

R S

C H

E D

U L E

H E

IG

H

T

PER SCHEDULE

WIDTH

S C

H E

D U

L E

H E

IG

H

T

PER SCHEDULE

WIDTH

FRAME TYPES

T.O. SLAB

0' - 0"

T.O. CMU

4' - 0"

1 1.1

T.O. BEAM

13' - 0"

A-600

STRUCTURAL

STEEL FRAMING

PER P.E.B.

MANUFACTURER

CORRUGATED

MTL WALL PANEL

(SEE A-600)

WATERPROOFING

UNDERLAYMENT

OVER EXTERIOR

GRADE PLYWOOD

SHEETHING

STRUCTURAL

STEEL GIRTS

PER P.E.B.

MANUFACTURER

FINISH

GRADE

FINISH

GRADE

SOLID GROUTED

CMU STEM WALL

STANDING SEAM

ROOFING

SYSTEM

A-600

MASONRY BEAM

LINTEL BLOCK

SEALANT @

BOTH SIDES

DOOR AND

FRAME PER

SCHEDULE EXTERIOR

MASONRY ANCHOR

EXTERIOR INTERIOR

M A

X

/2

1:2 MAX

THRESHOLD SET IN

FULL BED OF

SEALANT

SCHEDULED

FLOORING

CONC.

FLOOR SLAB

ACOUSTICAL SEALS

PER SCHEDULE

INSULATED DOOR

AND FRAME

DOOR

SCHEDULED

FLOORING

/2

M

A X

THRESHOLD,

SEE SCHEDULE

CONCRETE

SLAB

CONCRETE

ANCHOR

ACOUSTICAL

SEALS PER

SCHEDULE

CORRUGATED

METAL WALL PANEL

O/ WATERPROOFING

UNDERLAYMENT O/

PLYWD. SHEATHING

HEAD/JAMB

EXTRUSION CAP

MTL STUD BOX

HEADER FRAMING

SEALANT

HOLLOW METAL

DOOR & FRAME

DRIP

FLASHING

WALL TYPE

PER PLAN

METAL STUD BOX

HEADER @ STUD

WALLS ONLY

HOLLOW

METAL

FRAME

DOOR PER

SCHEDULE

JAMB ANCHOR (3)

PER JAMB MIN.

1/2"

GLASS FIBER BATT

PACK @ STC RATED

DOORS

TYPICAL HEAD/JAMB

TOP OF SLAB

SECTIONAL

DOOR GUIDE

BOTTOM BAR

W/ SEAL

HEAD

O

P E

N

IN

G

JAMB @

METAL PANEL

JAMB @ CMU

CORRUGATED METAL

WALL PANEL O/

WATERPROFING

UNDERLAYMENT O/

PLYWD. SHEATHING

SECONDARY STL.

FRAMING BY P.E.B.

MFGR.

CONT. MTL. FLASHING

W/ DRIP EDGE

MTL. CLSR. PLATE

OVERHEAD COILING

DOOR HOUSING

OVERHEAD COILING

DOOR GUIDE

CORRUGATED METAL

WALL PANEL O/

WATERPROFING

UNDERLAYMENT O/

PLYWD. SHEATHING

O

P E

N

IN

G

O P

E N

IN

G

CONT. MTL. FLASHING

W/ DRIP EDGE

MTL. CLSR. PLATE

OVERHEAD COILING

DOOR GUIDE

OVERHEAD COILING

DOOR PER SCHEDULE

MTL. CLSR. PLATE

OVERHEAD COILING

DOOR GUIDE

OVERHEAD COILING

DOOR PER SCHEDULE

MASONRY BEAM

LINTEL BLOCK

AS INDICATED

F

IN

A L D

E S

IG

N

S U

B M

IT

T

A L

S

E P

T E

M B

E R

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A L A

S K

A A

IR

N

A T

IO

N

A L G

U A

R D

C O

N S

T R

U C

T M

U N

IT

IO

N S

I N

S P

E C

T

IO

N A

S S

E M

B L Y

F A

C

IL

IT

Y

T

H C

IV

IL

E N

G

IN

E E

R S

Q U

A D

R O

N

J O

IN

T

B A

S E

E L M

E N

D O

R F

-R

IC

H A

R D

S O

N

FDZD9300

Revision:

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 40

Date DescriptionByNo.

/2

/2

:1 :5

A

M

A-400

ARCHITECTURAL

WALL SECTION,

PARTITION

TYPES,

SCHEDULES,

AND DETAILS

JW

JW

BM

DOOR SCHEDULE

DOOR PANEL FRAME

HEAD JAMB SILL HDWR COMMENTSWIDTH HEIGHT TYPE MAT'L FINISH GLASS TYPE MAT'L FINISH

100A 10' - 0" 10' - 0" B STL PNT-3 2 STL PNT-2 2/A-400 2/A-400 4/A-400 -

100B 3' - 0" 7' - 0" A HM PNT-2 1 HM PNT-2 3/A-400; 5/A-400 3/A-400; 5/A-400 6/A-400 01

100C 3' - 0" 7' - 0" A HM PNT-2 1 HM PNT-2 3/A-400; 5/A-400 3/A-400; 5/A-400 6/A-400 01

101A 3' - 0" 7' - 0" A HM PNT-2 1 HM PNT-2 7/A-400 7/A-400 8/A-400 02

FINISH SCHEDULE

RM # ROOM NAME FLOORS BASE

WALL FINISH

CEILING REMARKSNORTH SOUTH EAST WEST

100 MUNITIONS INSPECTION SC-1 WB-1 PNT-1 PNT-1 PNT-1 PNT-1 -

101 TOILET SC-1 WB-1 PNT-1 PNT-1 PNT-1 PNT-1 PNT-1

SCALE: 3" = 1'-0" A-400

1WALL TYPE A

MATERIAL & FINISH LEGEND

MARK MATERIAL

BASIS OF DESIGN (OR

EQUAL) STYLE/COLOR

PNT-1 PAINT - WALLS, CEILING, FIELD / WHITE

PNT-2 PAINT - DOOR PANELS, FRAMES, MISCELLANEOUS METALS / DARK BROWN

PNT-3 PAINT - OVERHEAD DOOR PANELS, EXTERIOR METAL PANELS / BEIGE

RB-1 RUBBER WALL BASE - 4" HIGH, STRAIGHT AT CARPET, COVED AT RESILIENT TILE

SC-1 SEALED CONCRETE -

FF FACTORY FINISHED

HDWR HARDWARE

HM HOLLOW METAL

PNT PAINT

RB RESILIENT BASE

SCALE: 1" = 1'-0" A-400A-110

9WALL SECTION

DOOR LEGENDGENERAL NOTES

SCALE: 3" = 1'-0" A-400

3EXT DOOR JAMB @ CMU

SCALE: 3" = 1'-0" A-400

6EXT HM DOOR SILL

SCALE: 3" = 1'-0" A-400

8INT DOOR SILL

SCALE: 3" = 1'-0" A-400

EXT DOOR HEAD/JAMB SIM

@ METAL PANEL

SCALE: 3" = 1'-0" A-400

7INT DR HEAD/JAMB

ABBRIVIATIONS

1. GYPSUM BOARD SHALL BE STANDARD TYPE "X"

2. PAINT AND COATINGS SHALL BE OF ZERO OR LOW VOC,

MEETING SOUTH COAST AIR QUALITY MANAGEMENT

DISTRICT REQUIREMENTS.

SCALE: 1 1/2" = 1'-0" A-400

OVERHEAD COILING DOOR

SILL

SCALE: 1 1/2" = 1'-0" A-400

OVERHEAD COILING DOOR

HEAD/JAMB

9 424310

DRIP FLASHING

5/8" ⌀ ANCHOR

BOLTS - 8"

EMBED AT 24"

O.C., 6" FROM

ENDS

END TRIM

METAL PANEL

WATERPROOFING

UNDERLAYMENT

EXTERIOR GRADE

PLYWOOD

SHEETHING

C6X13 CONT. SILL

BOTTOM TRACK

STANDING SEAM ROOF PANELS

ROOFING MEMBRANE

GASKETED SCREWS @ 12" O.C.

CONTINUOUS 3/8"x1" BUTYL TAPE

MTL. CLEAT

GABLE FLASHING

WOOD BLOCKING

STEEL JOISTS &

DECK (REF. STRUCT.)

METAL PANEL

5" INSULATION BOARD W/

RADIANT HEAT BARRIER

MIN. R-35

CLIPS FASTENED THROUGH

SUBSTRATE TO MTL. DECK

WATERPROOFING

UNDERLAYMENT

EXTERIOR GRADE

PLYWOOD SHEETHING

WHERE WALL OCCURS, 16 GA. x 10" HIGH

STEEL PLATE, ATTACH TO MIN. OF THREE

STUDS W/ #10-16x1/2 PAN HEAD SCREW W/

#3 SELF DRILLING POINT (3 PER STUD)

/2

WALL OR TOILET PARTITION PER PLAN

SILL

HEAD OR JAMB

DRAINABLE STATIONARY

LOUVER WITH INSECT

SCREEN

PREFINISHED METAL

FLASHING

PREFINISHED METAL

FLASHING

BACKER ROD

AND SEALANT

BACKER ROD AND

SEALANT

T Y

P

T Y

P

1/2 INCH DIA STEEL BARS,

WELDED VERT AND HORIZ,

6 INCH O.C.

1/4" PL TOP, BOTTOM AND SIDES

1/4" PL TOP, BOTTOM AND

SIDES

1/8

1/8

METAL PANEL

EXTERIOR GRADE

PLYWOOD SHEETHING

STANDING SEAM

ROOF PANELS

ROOF MEMBRANE

5" INSULATION BOARD

W/ RADIANT HEAT

BARRIER MIN. R-30

TREATED WOOD

BLOCKING

OPEN HEM ON

ROOF PANELS

MTL. CLEAT

MTL. DRIP EDGE

METAL PANEL

MTL. DECK

(REF. TO STRUCT.)

WATERPROOFING

UNDERLAYMENT

EXTERIOR GRADE

PLYWOOD SHEETHING

3/4" MAX GAP

INTERIOR WALL SLIP TRACK NOTES:

1. THE PURPOSE OF THIS DETAIL IS TO ALLOW FOR

VERTICAL MOVEMENT DUE TO DEFLECTION.

2. PROVIDE 3/4" GAP IN ARCHITECTURAL FINISH AT TOP OF

WALL.

3. MINIMUM YIELD STRENGTH OF TRACK IS 33 KSI.

4. SUBSTITUTE WELDS INDICATED FOR SCREWS IF FLANGE

THICKNESS EXCEEDS 1/2".

WALL UNDER BEAMS

STEEL STUD

DEEP SLOTTED SLIP TRACK DETAIL

WALL PERPENDICULAR TO STEEL DECK FLUTES

WALL PARALLEL TO STEEL DECK FLUTES

3/4"

3/4" MAX

GAP

MAX GAP

68 MIL x 2 1/2" DEEP X DEPTH

TO MATCH STUD SLOTTED

SLIP TRACK SYS. INC. ICC

ESR NO. 1042

NO. 8 WAFER HEAD

SCREWS @ EACH

STUD TYP.

1 1/2" C.R.

CHANNEL

CONTINUOUS

STEEL DECK 20

GA MIN.

THICKNESS

STEEL STUD

STEEL DECK

0.118 DIA. HILTI X-EGN

FASTENERS @ 6" O.C. PER

ICC ESR-1752 REFER TO

MANUFACTURER'S

WRITTEN INSTRUCTIONS

FOR LENGTH OF

FASTENER BASED ON

BASE METAL THICKNESS

68 MIL x 2 1/2" DEEP

SLOTTED SLIP TRACK

ATTACHED TO

STRUCTURE

STEEL STUD

12 GA. x 4" STRAP

@ 24" O.C. WITH 2-

# 10 SMS @ EA

END TO DECK RIB

TYP. UON @ 6" O/C

4-# 10 SMS TYP @

6" O/C

STEEL STUD

68 MIL x 2" DEEP

SLOTTED SLIP

TRACK ATTACHED

TO STEEL DECK

STEEL DECK 20

GA MIN

THICKNESS

2 #10 SMS AT

TRACK TO EACH

DECK FLUTE TYP @

6" O/C

68 MIL x 2 1/2" DEEP

X DEPTH TO MATCH

STUD SLOTTED

SLIP TRACK SYS.

INC. ICBO NO. 1042

AS INDICATED

F

IN

A L D

E S

IG

N

S U

B M

IT

T

A L

S

E P

T E

M B

E R

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A L A

S K

A A

IR

N

A T

IO

N

A L G

U A

R D

C O

N S

T R

U C

T M

U N

IT

IO

N S

I N

S P

E C

T

IO

N A

S S

E M

B L Y

F A

C

IL

IT

Y

T

H C

IV

IL

E N

G

IN

E E

R S

Q U

A D

R O

N

J O

IN

T

B A

S E

E L M

E N

D O

R F

-R

IC

H A

R D

S O

N

FDZD9300

Revision:

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of 40

Date DescriptionByNo.

/1

/2

:0 :0

P

M

A-600

ARCHITECTURAL

DETAILS AND

SPECIFICATIONS

JW

JW

BM

SCALE: 3" = 1'-0" A-600A-400

6METAL PANEL BASE AT CMU

SCALE: 3" = 1'-0" A-600A-110

RAKE DETAIL @ SSMR/MTL

PANEL

DIVISION 4

042000 UNIT MASONRY:

MATERIALS:

A. CONCRETE MASONRY UNITS:

HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90,

TYPE I. CEMENT SHALL CONFORM TO ASTM C150, TYPE II, STANDARD

COLOR.

B. MOTAR:

MOTAR SHALL BE TYPE S CEMENT-LIME MOTAR PROPORTIONS SHALL

BE 1 PART CEMENT, 1/2 PART LIME AND 4-1/2 PART AGGREGATE; WHEN

MASONRY CEMENT ASTM C91 IS USED THE MAXIMUM AIR CONTENT

SHALL BE LIMITED TO 12 PERCENT AND PERFORMANCE EQUAL TO

CEMENT-LIME MOTAR SHALL BE VERIFIED, VERIFICATION SHALL BE

BASED ON ASTM C780.

NOTE:

COORDINATE SECONDARY FRAMING WITH P.E.B. MANUFACTURER.

DIVISION 6

061000 ROUGH CARPENTRY: CDX TYPE EXTERIOR PLYWOOD

SUSTAINABILITY REQUIREMENTS - CERTIFIED, LOW-EMITTING WOOD

PRODUCTS AND ADHESIVES

MATERIAL: FIRE-RETARDANT-TREATED INTERIOR TYPE A PLYWOOD

NOTE:

COORDINATE WITH P.E.B. MANUFACTURER SHOP DRAWINGS AND

SECONDARY FRAMING

DIVISION 7

072100 THERMAL INSULATION: JOHNS MANVILLE OR APPROVED

EQUAL

MODEL: PEB UNFACED FILLER BLANKET

BOARD MATERIAL: GLASS FIBER FRICTION FIT INSULATION

> THICKNESS (INCHS) = 3"

> R-VALUE = 10.0

> WIDTHS = 48" - 92"

> PROVIDE INSULATION FASTENERS AS REQUIRED

NOTE:

COORDINATE WITH P.E.B. MANUFACTURER SHOP DRAWINGS AND

INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

077253 SNOW GUARD: ALPINE SNOW GUARDS OR APPROVED EQUAL

MODEL: ASG3000G (U&T) SNOW GUARD

SYSTEM DESCRIPTION:

A. COMPONENTS:

ASG300G SNOW GUARD SYSTEM CONSISTS OF SNOW

GUARD BLOCK, BRACKET ASSEMBLY AND SET SCREWS,

TUBING (SNOW FENCE), COUPLINGS, END CAPS, END

COLLARS TO PROVIDE COMPLETE INSTALLATION.

B. DESIGN REQUIREMENTS:

SPACING SHALL BE RECOMMENDED BY MANUFACTURER

OR BUILDING ENGINEER PROVIDE COLD-ROLLED CHANNEL

BRIDGING REQUIRED

NEW STRUCTURES MUST BE DESIGNED TO ENSURE THEY

CAN WITHSTAND RETAINED SNOW LOADS.

MATERIAL: SNOW GUARD ASSEMBLY COMPATIBLE WITH ROOF

SYSTEM

FINISH: POWDER COATED - SELECTED FROM SYSTEM

MANUFACTURER'S STANDARD

NOTE:

COORDINATE SNOW GUARD PLACEMENT AND INSTALLATION WITH

P.E.B. MANUFACTURER. COMPLY WITH MANUFACTURER'S WRITTEN

INSTALLATION INSTRUCTION AND LAYOUT.

074213.13 FORMED METAL WALL PANEL: MBCI OR APPROVED EQUAL

MODEL: PBC SERIES - CORRUGATED METAL WALL PANELS

PANEL MATERIAL: METALLIC COATED STEEL SHEET - ZINC-COATED

(GALVANIZED)

> GAUGE = STANDARD 29

> COVERAGE WIDTHS = 24"

> RIB SPACING = 2-5/8" O.C.

> COLOR = LIGHT SANDSTONE (WALLS) AND KOKO BROWN (ROOF)

SELECTED FROM MANUFACTURES STANDARD OFFERING

NOTE:

COORDINATE WITH P.E.B. MANUFACTURER AND INSTALL IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

SPECIFICATIONS

DIVISION 8

089119 FIXED LOUVERS: FIXED EXTRUDED-ALUMINUM LOUVERS

MODEL: RUSKIN HEAVY DUTY EXTERIOR WALL MOUNTED LOUVERS OR

APPROVED EQUAL

A. STRUCTURAL PERFORMANCE - CONTRACTOR TO PROVIDE

LOUVERS TO MEET REQUIREMENTS

B. WIND LOAD - INDICATED ON DRAWINGS (SEE STRUCTURAL)

C. SEISMIC DESIGN

Sds = 1.000g FOR 0.2 SEC. PERIOD (SEE STRUCTURAL)

COMPONENT IMPORTANCE FACTOR = 1.0 (SEE

STRUCTURAL)

D. HORIZONTAL, NON-DRAINABLE BLADE LOUVER; DEPTH=4"

E. LOUVER SCREENS - PROVIDE BIRD SCREENING

F. FINISHES - SELECTED FROM SYSTEM MANUFACTURER'S

STANDARD

NOTE:

COORDINATE LOUVER LOCATION WITH P.E.B. MANUFACTURER SHOP

DRAWINGS FOR STRUCTURAL FRAMING SUPPORT. COORDINATE

LOUVER SIZE AND REQUIREMENTS WITH MECHANICAL EQUIPMENT

MANUFACTURER.

DIVISION 12

129300 SITE FURNISHINGS (BOLLARDS): CONCRETE FILLED STEEL

STANDARD PIPE

INSTALLATION METHOD: CAST IN 18"⌀ X 36" CONCRETE FOOTINGS

NOTE:

PROVIDE STANDARD SAFETY YELLOW COLOR/FINISH

SCALE: 3" = 1'-0" A-600A-110

1GRAB BAR DETAIL, TYP.

SCALE: 1 1/2" = 1'-0" A-600A-200

2LOUVER SECTION, TYP.

SCALE: 1 1/2" = 1'-0" A-600A-400

EAVE DETAIL @ SSMR/MTL

PANEL

SCALE: 12" = 1'-0" A-600

TOP OF WALL/BRACE DETAILS, TYP. 3

10 424311

11 424312

EXP 06-30-18

12 424313

13 424314

14 424315

A L D

E S

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20 4222 4323

21 4223 4324

22 4224 4325

23 4225 4326

24 4226 4327

25 4227 4328

FACP

FSA

GFI

DACT

PB

M

E-001

ELECTRICAL

LEGEND,

ABBREVIATIONS

AND GENERAL

NOTES

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NONE

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Date

DescriptionBy

Revision:

No.

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

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4228 4329

(E)#61-7

(E)#61-6

(E)#61-3

(E)#61-2

(E)#61-1

(D)#61-10

(D)#61-11

(E)#61-12

(E)#61-13

(D)#61-9

(D)

T

T

T

ED-101

DEMOLITION

ELECTRICAL

SITE PLAN

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SCALE: 1" = 50' ES-101

DEMOLITION ELECTRICAL SITE PLAN

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Date

DescriptionBy

Revision:

No.

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

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AS INDICATED

NORTH

EXISTING OPTICAL FIBER CONDUIT FROM BUILDING 16430 TO

REMAIN. VERIFY EXACT LOCATION.

SHEET NOTES

KEY NOTES

1. REFER TO SHEET E-001 FOR SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES.

SHEET NOTES

GRAPHIC SCALE: 1" = 50'-0"

0 10050 150

4229 4330

4230 4331

(E)#61-13

T

#61-P01

#61-P02

#61-P03

40'-0"

MIN.

20'-0" MIN.

20'-0"

MIN.

POLE MOUNTED

TRANSFORMER

(E)#61-12

ELEC.

HANDHOLE

"EHH1"

TYPE 7

METER/MAIN

IN WP ENCLOSURE

ELEC.

HANDHOLE

"EHH2"

TYPE 7

COMM.

HANDHOLE

"E233A"

COMM.

TERMINATION

CABINET

MUNITIONS

BUILDING

ES-102

ENLARGED

ELECTRICAL

SOUTH SITE

PLAN

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1 2 3 4 5

Date

DescriptionBy

Revision:

No.

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of

FDZD9300

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NORTH

SCALE: 1" = 30' ES-102

ENLARGED ELECTRICAL SOUTH SITE PLAN

1 PROVIDE 4'x4'x4' HANDHOLE E233A AS SHOWN. HANDHOLE

E233A WILL INTERCEPT EXISTING OPTICAL FIBER CONDUIT.

DO NOT CUT, ALTER, OR DAMAGE ANY EXISTING CABLES TO

REMAIN IN THIS CONDUIT.

PROVIDE 4'x4'x4' HANDHOLE E223B AS SHOWN.

PROVIDE 4" CONDUIT AS SHOWN FROM HANDHOLE E233A TO

THE MUNITIONS BUILDING, PASSING THROUGH HANDHOLE

E233B PROVIDE THREE 1.25" INNERDUCTS IN THE CONDUITS

FROM E233A TO THE MUNITIONS BUILDING. PROVIDE ONE

PULL ROPE IN EACH INNERDUCT AND PLUG INNERDUCTS IN

BOTH HANDHOLES AND AT BUILDING ENTRANCE WITH

RUBBER PLUGS.

MOUNT POWER POLE SO THAT IT IS ALIGNED WITH (E) 13.2KV

OVERHEAD LINE. DEAD-END (DOUBLE) CROSSARM HEIGHT

ABOVE FINISHED GRADE SHALL MATCH THE EXISTING POWER

POLES' CROSSARMS.

PROVIDE 12 STRANDS OF OUTSIDE PLANT SINGLE-MODE

OPTICAL FIBER CABLE FROM BUILDING 16430

(APPROXIMATELY 3000FT. FROM B16430 TO E233A) TO THE

TELECOMMUNICATION ENCLOSURE IN THE MUNITIONS

BUILDING. PROPERLY MANAGE AND LABEL CABLE FROM END

TO END.

TERMINATE THIS 12-STRAND CABLE IN BOTH BUILDINGS WITH

SINGLE-MODE ST-STYLE HOT MELT CONNECTORS AND

MOUNT IN A CCH-003 FIBER TERMINATION UNIT POPULATED

WITH 6-STRAND ST BULKHEADS IN THE TELECOMMUNICATION

ENCLOSURES.

RUN 12-STRAND CABLE IN EXISTING OPTICAL FIBER CONDUIT.

PROVIDE SURGE PROTECTION FOR ALL INCOMING

CONDUCTORS, INCLUDING SUPPRESSION AT BUILDING

ENTRANCE FROM ANY CONDUCTIVE MATERIAL IN EACH

OPTICAL FIBER CABLE TO GROUND. METAL CONDUITS SHALL

BE INSTALLED UNDERGROUND FROM THE ENTRANCE TO A

POINT AT LEAST FIFTY FEET FROM THE BUILDING. ALL METAL

CONDUITS SHALL BE BONDED TO STRUCTURAL STEEL.

PROVIDE SLACK SPAN.

MINIMUM DOWN GUY LEAD LENGTH (HORIZONTAL FROM POLE

BASE) SHALL BE 25'-0”. PROVIDE (3) DOWN GUYS WITH F1.12

ANCHOR.

MINIMUM DOWN GUY LEAD LENGTH (HORIZONTAL FROM POLE

BASE) SHALL BE 15'-0”. PROVIDE (2) DOWN GUYS WITH F1.10

ANCHOR.

SHEET NOTES

KEY NOTES

1. REFER TO SHEET E-001 FOR SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES.

2. REFER TO POLE SCHEDULE IN SHEET E-701 FOR

APPLICABLE POLE DETAILS AND KEY NOTES.

SHEET NOTES

3 5

5 8

GRAPHIC SCALE: 1" = 30'-0"

0 6030 90

COMM.

HANDHOLE

"E233B"

SEE SHEET ES-103

FOR CONTINUATION

4231 4332

#61-P04

#61-P05

#61-P06

20'-0"

MIN.

(E)#61-7

(E)#61-6

(E)#61-3

(E)#61-2

(E)#61-1

ES-103

ENLARGED

ELECTRICAL

NORTH SITE

PLAN

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SCALE: 1" = 30' ES-103

ENLARGED ELECTRICAL NORTH SITE PLAN

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2 3 4 5

1 2 3 4 5

Date

DescriptionBy

Revision:

No.

Drawing No.

Drawn By:

Checked By:

Drawing Title:

Designed By:

Jacobs Project No.:

Scale:

2600 MICHELSON DRIVE, SUITE 500, IRVINE CA. 92612

(949) 224-7500 FAX (949) 224-7501

Seal:

of

FDZD9300

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1 MOUNT POWER POLE SO THAT IT IS ALIGNED WITH (E)

13.2KV OVERHEAD LINE. TANGENT CROSSARM HEIGHT

ABOVE FINISHED GRADE SHALL MATCH THE EXISTING

POWER POLES' CROSSARMS.

MINIMUM DOWN GUY LEAD LENGTH (HORIZONTAL

FROM POLE BASE) SHALL BE 25'-0”. PROVIDE (3) DOWN

GUYS WITH F1.12 ANCHOR.

MINIMUM DOWN GUY LEAD LENGTH (HORIZONTAL

FROM POLE BASE) SHALL BE 15'-0”. PROVIDE (2) DOWN

GUYS WITH F1.10 ANCHOR.

SHEET NOTES

KEY NOTES

1. REFER TO SHEET E-001 FOR SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES.

2. REFER TO POLE SCHEDULE IN SHEET E-701 FOR

APPLICABLE POLE DETAILS AND KEY NOTES.

SHEET NOTES

GRAPHIC SCALE: 1" = 30'-0"

0 6030 90

SEE SHEET ES-102

FOR CONTINUATION

4232 4333

4233 4334

D

F

B

E

C

AT AT AT

ATATAT

AT AT AT

ATATAT

G

GG

GG

G

GG

GG

G G

G

G

GG

G

G

G

24" ROOF AIR

TERMINAL (TYP.)

LPS DOWN

CONDUCTOR

(TYP.)

BOND TO STEEL

COLUMN (TYP.)

GROUND BUS BAR

(TYP.)

#4/0 BC GND.

(TYP.)

BOND TO

GROUND BUS

BAR (TYP.)

1 421.1 3.113

E-120

LIGHTNING

PROT…