AGE_95 Drawings.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 XX

Date DescriptionByNo.

/7

/2

:5 :2

P

M

G-001

TITLE SHEET,

ABBREVIATIONS,

AND NOTES

JW

JW

JT

95% DESIGN SUBMITTAL

28 JUNE 2019

PROJECT

LOCATION

PROJECT

VICINITY

176TH CIVIL ENGINEERING SQUADRON

ADAL C-17 AGE FACILITY BUILDING 14415

AK ANG PROJECT NO: FXSB172535

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

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPG /

OPNG

OPENING

OPP OPPOSITE

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)

SRI SOLAR REFLECTANCE INDEX

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

UL UNDERWRITER'S

LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER

SUPPLY

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

MTL METAL

NA OR

N/A

NOT AVAILABLE / APPLICABLE

NIC NOT IN CONTRACT

NO / # NUMBER

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

CJT CONTROL JOINT

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

ALASKA

ANCHORAGE

JUNEAU

FAIRBANKS JBER

LOCATION MAP VICINITY MAPPROFESSIONALS OF RECORD GENERAL CONSTRUCTION NOTES

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

SUPRANEE.DEGRAW@JACOBS.COM

CONTACT: SUPRANEE DEGRAW, AIA

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

ALASKA AIR NATIONAL GUARD

JOINT BASE ELEMENDORF - RICHARDSON

A 06.28.19 95% DESIGN

MAINTENANCE

SPACE

EXTENSION

(E) DEICING

TRUCK PARKING

(E) EQUIPMENT

STORAGE

(E) MECH

(E) MEN'S

LOCKER

(E) MAINTENANCE

SPACE

(E) ELEC

(E) FP

(E)

TOILET

M T

D

NA

FE

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)

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 S-1 OCCUPANCY

LSC NEW FACTORY OCCUPANCY (CALCULATED AT 100

GSF/OCC)

NO

SHADE

OCCUPANCY/USE AREA FACTOR TOTAL

STORAGE 1609 SF N/A 8

COMPONENT FACTOR OCCUPANTS REQUIRED PROVIDED

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

OCCUPANCY CLASSIFICATION

THE BUILDING WILL BE CLASSIFIED AS SINGLE-USE OCCUPANCY

INACCORDANCE WITH IBC SECTION 508.4. THE

PREDOMINANT BUILDING OCCUPANCY IS ORDINARY-HAZARD

STORAGE, GROUP S-1 (IBC SECTION 311.2) OR STORAGE (LSC

SECTION 6.1.13.1).

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:

STORAGE

TRAVEL DISTANCE 400 FT.

COMMON PATH TRAVEL 100 FT

DEAD-END CORRIDOR 100 FT.

OCCUPANCY CLASSIFICATION

THE PREDOMINANT BUILDING OCCUPANCY IS STORAGE

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.

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 XX

Date DescriptionByNo.

/3

/2

:4

:2

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G-002

SHEET INDEX,

LEGEND AND

LIFE SAFETY

PLAN

Designer

Author

Checker

SHEET # DRAWING INDEX

GENERAL

G-001 TITLE SHEET, ABBREVIATIONS, AND NOTES

G-002 SHEET INDEX, LEGEND AND LIFE SAFETY PLAN

CIVIL

CD-101 CIVIL DEMOLITION PLAN

CS-101 CONCEPTUAL CIVIL SITE PLAN

ARCHITECTURAL

A-110 ARCHITECTRUAL FLOOR PLAN & DEMOLITION PLAN

A-201 ARCHITECTURAL ROOF PLAN, RCP, BLDG. ELEVATIONS,

AND SUSTAINABILITY STD.

A-300 ARCHITECTURAL BUILDING SECTIONS, SCHEDULES,

AND WALL SECTION

A-600 ARCHITECTURAL DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

S-110 STRUCTURAL FOUNDATION PLAN AND ROOF FRAMING

PLAN

S-500 STRUCTURAL DETAILS

S-501 STRUCTURAL DETAILS

MECHANICAL/PLUMBING

M-001 MECH AND PLBG SYMBOLS, ABBREVIATIONS

M-002 MECH AND PLBG GENERAL NOTES

M-110 MECH AND PLBG FLOOR PLAN

M-700 MECH AND PLBG SCHEDULES

FIRE PROTECTION

FA-001 FIRE ALARM/MASS NOTIFICATION GENERAL NOTES,

SYMBOLS, AND ABBREVIATIONS

FA-110 FIRE ALARM/MASS NOTIFICATION FLOOR PLAN

FA-501 FIRE ALARM DETAILS

FX-001 FIRE SUPPRESSION GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

FX-110 FIRE SUPPRESSION FLOOR PLAN

FX-501 FIRE SUPPRESSION DETAILS

ELECTRICAL

E-001 ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL

NOTES

ED-110 DEMOLITION PLAN

E-110 POWER, LOW VOLTAGE AND LIGHTING PLANS

E-701 SCHEDULES

SCALE: 1/8" = 1'-0" G-002A-201

1LIFE SAFETY PLAN

LEGEND SHEET INDEX

GENERAL LIFE SAFETY NOTES

LIFE SAFETY CODE ANALYSIS PER

UFC 1-200-01

IBC BUILDING CODE ANALYSIS

PER UFC 3-600-01

OCCUPANCY LOAD CALCULATION

LIFE SAFETY LEGEND

OCCUPANCY LEGEND

BLDG

NORTH

0 8' 16' 24'2' 4'

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

A

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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 XX

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1" = 20'

CIVIL

GENERAL

NOTES,

ABBREVIATIONS,

AND

LEGEND

MS

MS

BM

GENERAL NOTES

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

CLEARING, AND GRADING AND RECONSTRUCTION OF VEHICULAR ACCESS

PAVEMENT TO ACCOMMODATE REPAIR OF THE AGE SHOP BUILDING 14415.

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

GRAVEL SHOULDER

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

BOLLARD

3" AC PAVING

6" D-1 AGGREGATE BASE

TO 95% COMPACTION

6" SCARIFIED NATIVE SUBGRADE

MOISTURE CONDITION & RECOMPACT

TO 95% PER ASTM D1557

SEE 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. 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.

CO

SS

24" NFS MATERIAL PLACED

IN 12" LOOSE LAYERS

TO 95% COMPACTION

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 XX

A D

A L

A

S

H O

P

R

E N

O V

A T

I O

D

I T

I

A S

T

I O

N A

L

G

U A

R D

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R

I N

T

B

A S

E

E

L M

E N

D O

R F

R

I C

H A

R D

S

BLDG

NORTH

1" = 20'

EXISTING AGE SHOP

FF=190.9±

LIMIT OF

SITE WORK

CIVIL

DEMOLITION

PLAN

MS

MS

BM

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. REMOVE EXISTING BOLLARD.

TYP

KEY NOTES

TYP

TYP(4)

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 XX

A D

A L

A

S

H O

P

R

E N

O V

A T

I O

D

I T

I

A S

T

I O

N A

L

G

U A

R D

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R

I N

T

B

A S

E

E

L M

E N

D O

R F

R

I C

H A

R D

S

BLDG

NORTH

1" = 20'

EXISTING AGE SHOP

FF=190.9±

AGE SHOP

ADDITION

FF=190.9±

MATCH TO

EXISTING

GRADE

GRADE

BREAK

5.0'

31.6'

28.5'

CIVIL SITE,

GRADING,

AND UTILITY

PLAN

MS

MS

BM

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. MATCH NEW FINISHED FLOOR ELEVATION TO EXISTING

FINISHED FLOOR ELEVATION.

3. REFER TO ARCHITECTURAL, STRUCTURAL, AND MECHANICAL/

PLUMBING DRAWINGS FOR BUILDING IMPROVEMENTS.

4. BACKFILL AND COMPACT VOIDS LEFT FROM REMOVAL OF

BOLLARDS, POSTS, ETC.

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

2. ASPHALT PAVEMENT. DETAIL C-001.

3. BOLLARD. PLACEMENT AND DETAIL PER ARCHITECTURAL

PLANS.

TYP

KEY NOTES

TYP(6)

TYP2

DCBA

B.2

MAINTENANCE

SPACE

EXTENSION

(E) DEICING

TRUCK PARKING

(E) EQUIPMENT

STORAGE

(E) MECH

(E) MEN'S

LOCKER

(E) MAINTENANCE

SPACE

(E) ELEC

(E) FP

A-300

A-300

36' - 6"

E Q

E Q

A L

IG

N W

IT

H

(E

R O

O L U

P

O R

A L

IG

N W

(E

M

P

E N

IN

G

A-201

A-201

A-201

(E)

TOILET

53' - 6"

R O

8.15

8.158.15

8.16

8.16

A L

IG

N

A L

IG

N 7.14

TYP.

A L

IG

N

A L

IG

N

5.16

TYP. OF 20

A-300

100D

100C100A

100B

100E

22.1 A-600

5.3

A-600

4' - 6" 4' - 10"

100F

A L

IG

N

TYP.

0' - 6"

T Y

P

R.O.

3' - 0"

7" MIN.

4' - 6"

A L

IG

N

R.O.

3' - 0"

100H

DCBA

B.2

(E) DEICING

TRUCK PARKING

(E) EQUIPMENT

STORAGE

(E) MECH

(E) MEN'S

LOCKER

(E) MAINTENANCE

SPACE

(E) ELEC

(E) FP

(E)

TOILET

0.280.280.280.28

0.30 0.30

0.290.290.290.29

(E) CMU WALLS

DOOR, DOOR FRAME, AND

HARDWARE

(E) CMU VENEER

CMU WALLS

CMU VENEER

REMOVE EXISTING CMU WALLS

REMOVE EXISTING CMU VENEER

REMOVE EXISTING DOOR, DOOR

FRAME, AND HARDWARE

BLDG

NORTH

AS INDICATED

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

D E

S

IG

N S

U B

M

IT

T A

L

J

U N

E

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

A D

A L C

-1 A

G E

F A

C

IL

IT

Y

B U

IL

D

IN

G

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 XX

Date DescriptionByNo.

/3

/2

:4

:1

A

M

A-110

ARCHITECTRUAL

FLOOR PLAN &

DEMOLITION

PLAN

JW

JW

JT

1/8" = 1'-0"

0 8' 16' 24'4'

SCALE: 1/8" = 1'-0" A-110A-201

FLOOR PLAN 1

0.28 REMOVE EXISTING BOLLARD

0.29 EXISTING BOLLARD TO REMAIN

0.30 CUT EXISTING SLAB TO CONNECT NEW FLOOR DRAINS

5.3 METAL LADDER

5.16 6" DIA CONC FILLED BOLLARD, 36" HIGH

7.14 EXPANSION JOINT & COVER

8.15 12'(W) X 14'(H) ROLL-UP DOOR

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

22.1 ROOF DRAINAGE PIPING

KEYNOTES / DEMOLITION KEYNOTES LEGENDSHEET NOTES

SCALE: 1/8" = 1'-0" A-110A-201

DEMOLITION PLAN 2

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. ALL DIMENSIONS SHOWN ARE TO FACE OF MASONRY OR

FACE OF STUD, UON

DCB

B.2

A-300

A-300

A-201

A-201

A-300

EQ 13' - 8" 13' - 8" 13' - 8" EQ E

Q

E Q

DCB

B.2

A-300

A-300

A-201

A-201

A-300

0' - 8"

A-600

7.4

7.2

/2

S L O

P E

/2

S L O

P E

7.27

7.28

7.28

T Y

P

TYP.

7' - 6".

A-600

TYP.

7.2

T. O. SLAB

0' - 0"

T.O. CMU

20' - 8"

5.17

ALIGN, TYP.

4.8

4.7

5.16

TYP.

7.12

7.14

23.4

3' - 9"

A-300

TYP.

T. O. SLAB

0' - 0"

DCB B.2

T.O. CMU

20' - 8"

C J T

C L R

5.17

7.28

ALIGN, TYP.

4.7

4.8

5.16

TYP.

26.6

7.27

23.4

4' - 11"

A-300

TYP.

T. O. SLAB

0' - 0"

T.O. CMU

20' - 8"

C L R

ALIGN,

TYP

4.8

4.7

7.28

5.17

5.16

TYP.

7.12

26.6

7.27

FIRE

EXTINGUISHER

CABINET

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

ROOM ID

ROOM SIGN

5"

EXIT SIGN

EQ EQ

M

IN

M A

X

LIGHT FIXTURE -

PENDANT

EXIT SIGN

BLDG

NORTH

AS INDICATED

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

D E

S

IG

N S

U B

M

IT

T A

L

J

U N

E

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

A D

A L C

-1 A

G E

F A

C

IL

IT

Y

B U

IL

D

IN

G

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 XX

Date DescriptionByNo.

/3

/2

:4

:1

A

M

A-201

ARCHITECTURAL

ROOF PLAN,

RCP, BLDG.

ELEVATIONS,

AND

SUSTAINABILITY

STD.

JW

JW

JT

KEYNOTES

4.7 4" TEXTURED CMU BAND TO MATCH EXISTING, TYP.

4.8 4" HONED CMU ACCENT BAND TO MATCH EXISTING, TYP.

5.16 6" DIA CONC FILLED BOLLARD, 36" HIGH

5.17 PRE-FINISHED METAL COPING TO MATCH EXISTING

7.2 PVC MEMBRANE ROOFING SYSTEM, SRI WHITE, OVER

R-30 RIGID INSULATION

7.4 ROOF DRAIN AND OVERFLOW DRAIN

7.12 ROOF OVERFLOW DRAIN OUTLET

7.14 EXPANSION JOINT & COVER

7.27 36" X 36" ROOF HATCH WITH FALL PROTECTION RAILING

7.28 CANTILEVERED ROOF CANOPY; CENTER WITH DOOR

23.4 18 x 18 LOUVER

26.6 WALLPACK LIGHTING FIXTURE, SEE ELECTRICAL

1/8" = 1'-0"

0 8' 16' 24'4'

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

REFLECTED CEILING PLAN 1

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

ROOF PLAN 2

SCALE: 1/8" = 1'-0" A-201A-110

3ELEVATION - EAST

SCALE: 1/8" = 1'-0" A-201A-110

4ELEVATION - SOUTH

SCALE: 1/8" = 1'-0" A-201A-110

5ELEVATION - WEST

SCALE: 1/4" = 1'-0" A-201

ACCESSIBLE FIXTURE MOUNTING HEIGHTS & LOCATIONS (ADA) 6

GENERAL NOTES

1. 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.

2. ACCESSIBILITY STANDARDS ARE PER ARCHITECTURAL

BARRIERS ACT (ABA).

3. 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.

4. NOT ALL CONDITIONS AND DEVICES MAY BE SHOWN. REFER

TO THE ELECTRICAL, TELECOMMUNICATIONS, LIFE SAFETY

AND MECHANICAL DRAWINGS FOR ADDITIONAL DEVICE

DETAILS.

5. CONTRACTOR TO PROVIDE WALL BACKER STEEL PLATE

WITHIN WALL ASSEMBLIES FOR WALL MOUNTED DEVICES.

LEGEND

T. O. SLAB

0' - 0"

CB.2

T.O. CMU

20' - 8"

MAINTENANCE

SPACE

EXTENSION

4.3

7.2

5.5

4.4

5.17

5.1

T. O. SLAB

0' - 0"

T.O. CMU

20' - 8"

MAINTENANCE

SPACE

EXTENSION

(E) EQUIPMENT

STORAGE

4.4

4.3

7.2

5.5

7.27

4.4

5.17

7.14

A-600

7.27

T. O. SLAB

0' - 0"

T.O. CMU

20' - 8"

PVC MEMBRANE

ROOFING SYSTEM

4" CMU VENEER

RIGID INSULATION,

R-20 MIN.

8" CMU

RIGID

INSULATION,

R-10

A-600

PRE-FINISH METAL

COPING

AIRSPACE

A-600

A-300

SEISMIC VENEER

ANCHORS @ 24"

O.C. EACH WAY

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

GRADE

R-20 MIN. RIGID INSULATION

4" CMU VENEER

AIRSPACE

2" FOUNDATION

INSULATION TO 48'

BELOW GRADE

8" CMU

FOUNDATION,

SEE STRUCTURAL

GL

SS FLASHING TO 8"

BELOW GRADE

DAMPPROOFING

2" EXTRUDED POLYSTYRENE RIGID INSULATION

R-10 FOR 3'-0"

SHIM

SEALANT

LOUVER

INSECT SCREEN

16 GA SUBFRAME

SILL, SLOPE TO

EXTERIOR

A L

IG

N

INTERIOREXTERIOR

8" CMU

DRIP EDGE

FLASHING

SEALANT & BACKER

ROD, BOTH SIDES

4" CMU VENEER

AIRSPACE

RIGID INSULATION

AS INDICATED

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

D E

S

IG

N S

U B

M

IT

T A

L

J

U N

E

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

A D

A L C

-1 A

G E

F A

C

IL

IT

Y

B U

IL

D

IN

G

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 XX

Date DescriptionByNo.

/3

/2

:4

:1

A

M

A-300

ARCHITECTURAL

BUILDING

SECTIONS,

SCHEDULES,

AND WALL

SECTION

Designer

Author

Checker

SCALE: 3/16" = 1'-0" A-300A-110

BUILDING SECTION - E/W 1

SCALE: 3/16" = 1'-0" A-300A-110

2BUILDING SECTION - N/S

3/16" = 1'-0"

0 4' 8' 16'2'

3/4" = 1'-0"

0 1' 2' 4'6"

SCALE: 3/4" = 1'-0" A-300A-110

3WALL SECTION

DOOR SCHEDULE

MARK

DOOR PANEL FRAME

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

100A 3' - 0" 7' - 0" A HM PNT-3 1 HM HM 8/A-600 8/A-600 10/A-600 01

100B 3' - 0" 7' - 0" A HM PNT-3 1 HM HM 8/A-600 8/A-600 10/A-600 01

100C 12' - 0" 14' - 0" B STL PNT-2 2 STL STL 7/A-600 7/A-600 9/A-600 -

100D 12' - 0" 14' - 0" B STL PNT-2 2 STL STL 7/A-600 7/A-600 9/A-600 -

100E 12' - 0" 14' - 0" B STL PNT-2 2 STL STL 7/A-600 7/A-600 9/A-600 -

100F 3' - 0" 7' - 0" A HM PNT-3 1 STL STL 8/A-600 8/A-600 10/A-600 01

100H 3' - 0" 7' - 0" A HM PNT-3 1 STL STL 8/A-600 8/A-600 10/A-600 01

MATERIAL & FINISH LEGEND

MARK MATERIAL

BASIS OF DESIGN (OR

EQUAL) STYLE/COLOR

PNT-1 PAINT - WALLS, CEILING, FIELD / WHITE TO MATCH EXISTING BLDG

PNT-2 PAINT - DOOR PANELS, FRAMES, MISCELLANEOUS METALS / DARK BROWN TO MATCH EXISTING BLDG

PNT-3 PAINT - OVERHEAD DOOR PANELS, EXTERIOR METAL PANELS / BEIGE TO MATCH EXISTING BLDG

SC-1 SEALED CONCRETE -

FINISH SCHEDULE

RM # ROOM NAME FLOORS BASE

WALL FINISH

CEILING REMARKSNORTH SOUTH EAST WEST

100 MAINTENANCE SPACE EXTENSION SC-1 - PNT-1 PNT-1 PNT-1 PNT-1 -

DOOR LEGEND

GENERAL NOTES

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.

ABBRIVIATIONS

FF FACTORY FINISHED

HDWR HARDWARE

HM HOLLOW METAL

PNT PAINT

RB RESILIENT BASE

KEYNOTES

4.3 4" CMU VENEER

4.4 8" LOAD BEARING CMU

5.1 STRUCTURAL SYSTEM

5.5 METAL DECK

5.17 PRE-FINISHED METAL COPING TO MATCH EXISTING

7.2 PVC MEMBRANE ROOFING SYSTEM, SRI WHITE, OVER

R-30 RIGID INSULATION

7.14 EXPANSION JOINT & COVER

7.27 36" X 36" ROOF HATCH WITH FALL PROTECTION RAILING

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

5WALL BASE

SCALE: 3" = 1'-0" A-300A-201

4LOUVER SECTION AT CMU

HEAD

O

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G

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O

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N

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OVERHEAD COILING DOOR HOUSING

OVERHEAD COILING

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8" X 12" CONT.

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CLOSURE TRIM

OVERHEAD COILING

DOOR GUIDE

OVERHEAD COILING

DOOR PER SCHEDULE

8" CMU

RIGID

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ROD

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TOP OF SLAB

SECTIONAL

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FLOORING

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INSULATED DOOR

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4" CMU VENEER

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R-20 MIN. RIGID

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8" CMU

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MEMBRANE

PCV ROOFING

SYSTEM

3" RIGID INSULATION

METAL DECK PER

STRUCTURAL

FLASHING &

GASKET

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SINGLY PLY

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BOARD

ROOF DRAIN

PIPE

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ASSEMBLY TO ROOF DECK

ROOF DRAIN

OVERFLOW DRAIN

TAPERED EDGE

SECURELY

FASTENED AS

REQ.

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METAL DECK CUT

AS REQUIRED

PLAN

4" 2' - 8" 4"

9" 1' - 2" 9"

SLOPED SURFACE

EDGE OF METAL

DECK, BELOW

SLOPED SURFACE

SECTION

PIPE SLEEVE & LEADER WHERE

OCCURS, SEE PLUMBING

OVERFLOW

FITTING

RIGID INSULATION

RODENT

SCREEN

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8" CMU

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WITH SILICONE SEALANT.

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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 XX

Date DescriptionByNo.

/3

/2

:4

:1

A

M

A-600

ARCHITECTURAL

DETAILS

Designer

Author

Checker

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

OVERHEAD COILING DOOR

HEAD/JAMB

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

OVERHEAD COILING DOOR

SILL

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

EXT DOOR HEAD/JAMB (SIM)

@ CMU

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

10EXT HM DOOR SILL

SCALE: 1 1/2" = 1'-0" A-600A-300

6RAKE DETAIL @ PVC/CMU

SCALE: 1" = 1'-0" A-600A-201

ROOF AND OVERFLOW DRAIN OUTLET 2

SCALE: 1 1/2" = 1'-0" A-600A-110

5ROOF DRAIN OUTLET

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

TYP. ROOF PENETRATION @

PVC

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

1ROOF SYSTEM @ PVC, TYP.

SCALE: 6" = 1'-0" A-600A-201

SEISMIC JOINT ROOF TO

WALL EDGE DETAIL

SCALE: 1 1/2" = 1'-0" A-600A-110

ROOF LADDER/ HATCH &

POST

SCALE: 3" = 1'-0" A-600A-300

3COPING DETAIL

THE FOLLOWING LATEST PUBLICATIONS GOVERN THE DESIGN, FABRICATION, AND

CONSTRUCTION OF STRUCTURAL ITEMS FOR THE PROJECT:

1. 2015 IBC AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY

PORTION OF THE WORK.

2. UFC 3-301-01, STRUCTURAL ENGINEERING.

3. UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS.

UFC 4-010-01 DOD MINIMUM ANTI TERRORISM STANDARDS FOR BUILDINGS.

4. ACI BUILDING REQUIREMENTS FOR REINFORCED CONCRETE ACI-318.

5. ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE

STRUCTURES.

6. AISC, MANUAL OF STEEL CONSTRUCTION 14TH EDITION.

DESIGN CRITERIA

1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM

TO THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14) WITH

MODIFICATIONS AS NOTED IN THE DRAWINGS OR SPECIFICATIONS.

2. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED

BY THE STRUCTURAL ENGINEER. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED

IN ACCORDANCE WITH ASTM C-94. MAX. WATER/CEMENTITIOUS MATERIALS RATIO BY WEIGHT

SHALL BE 0.45 AND MAX. SLUMP IS 4 INCHES.

3. SCHEDULE OF STRUCTURAL CONCRETE, 28 DAY STRENGTHS AND TYPES

LOCATIONS OF STRUCTURE STRENGTHS PSI MAX. AGGREGATE SIZE TYPE

A. SLABS ON GRADE 4,000 3/4" HARD-ROCK

B. GRADE BEAM & FOOTING

& PEDESTAL 4,000 1" HARD-ROCK

4. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE # LOW ALKALI.

5. AGGREGATE FOR CRUSHED-ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS

AND TESTS AT ASTM C-33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY

WITH PERMISSION OF THE STRUCTURAL ENGINEER.

6. USE NON SHRINK GROUT UNDER BASE PLATES, SILL PLATES, ETC.

7. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 301 AND PROJECT

SPECIFICATIONS

8. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS

FOLLOWS:

A. CAST-IN PLACE MIN. COVER, INCHES

1. CONCRETE CAST AGAINST AND

PERMANENTLY EXPOSED TO EARTH 3

2. CONCRETE EXPOSED TO EARTH OR WEATHER:

No. 6 THRU No. 18 BAR 2 No. 5 BAR, W31 OR D31 WIRE, & SMALLER 1 ½

3. CONCRETE NOT EXPOSED TO WEATHER

OR IN CONTACT WITH GROUND:

SLABS, WALLS, JOIST:

No. 11 AND SMALLER 3/4 No. 14 AND No. 18 BAR 1 ½

9. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL

SECURED IN POSITION PRIOR TO PLACING CONCRETE. CONTRACTOR SHALL USE TEMPLATE

TO INSURE ACCURATE PLACEMENT OF ANCHOR BOLTS, DOWELS, ETC.

10. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE

PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IS NOT

PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF

CONDITIONS NOT SHOWN ON THE DRAWINGS.

REINFORCED CONCRETE

11. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30 PERCENT OF SLAB THICKNESS AND

SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING UNLESS SPECIFICALLY

DETAILED OTHERWISE. CONCENTRATIONS OF CONDUIT OR PIPES SHALL BE AVOIDED

EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED.

12. ROUGHEN SURFACE OF HORIZONTAL OR NEARLY HORIZONTAL CONSTRUCTION JOINTS SO

THAT THE AGGREGATE SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE,

LOOSENED PARTICLES OR DAMAGED CONCRETE.

13. HOT WEATHER CONCRETE SHALL COMPLY WITH ACI 318-14 26.5.5 AND ACI 305.1.

14. COLD WEATHER CONCRETE SHALL COMPLY WITH ACI 318-14 26.5.4 AND ACI 306.1.

15. PROVIDE CONTROL JOINTS AS SHOWN ON PLANS.

16. CONCRETE FORMWORK SHALL COMPLY WITH ACI 301 AND ACI 347.

REINFORCED CONCRETE (CONT.)

1. REFER TO THE SOIL REPORT BY NORTHERN GEOTECHNICAL ENGINEERING, INC.

DATED NOV. 16, 2018 REPORT #5157-18 (G) FOR SOIL CLASSIFICATION AND

RECOMMENDATIONS. GENERAL CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS

REPORT AND OBSERVE ALL RECOMMENDATIONS IN THE REPORT.

2. FOR GENERAL REQUIREMENTS OF EARTHWORK, SUBGRADE PREPARATION, ENGINEERED

BACKFILL AND COMPACTION, OVEREXCAVATION, WATERPROOFING AND OTHER PERTINENT

REQUIREMENTS AND INFORMATION, REFER TO FOUNDATION REPORT AND

SPECIFICATIONS.

3. FOLLOWING ARE PERTINENT INFORMATION FROM THE SOIL REPORT FOR STRUCTURAL USE:

- OVER EXCAVATION FOUNDATION AND SLAB ON GRADE

- FILL DEPTH: 1'-6" MIN. NON-FROST SUSCEPTIBLE ENGINEERED

FILL BELOW THE FOUNDATION AND SLAB ON GRADE

AND EXTEND 5'-0" BEYOND THE BUILDING

FOUNDATION OR BUILDING FOOT PRINT

- ALLOWABLE SOIL BEARING = 2500 PSF FOR DEAD LOAD AND LIVE LOAD

= 3333 PSF FOR SHORT TERM WIND OR

SEISMIC LOADS.

4. DO NOT PLACE FOOTING/GRADE BEAM REINFORCEMENT UNTIL SOIL ENGINEER OF RECORD

MAKES AN OBSERVATION OF THE BEARING SURFACE.

5. FOOTING SHALL HAVE A MINIMUM OF 42" BELOW THE LOWEST ADJACENT FINISHED GRADE.

6. ALL PIPES (WATER LINES, SEWER LINES, ETC.) AND CONDUITS RUNNING THROUGH

WALLS/SLABS SHALL BE PROTECTED WITH 1/2" EXPANSION MATERIAL. CONTINUOUS

FOOTINGS/GRADE BEAMS PERPENDICULAR TO PIPE RUNS SHALL BE EITHER LOWERED TO

ALLOW PIPES TO PASS THRU ABOVE SUCH FOOTINGS/GRADE BEAMS OR HAVE CONCRETE

JACKET IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW SUCH FOOTINGS/GRADE BEAMS.

FOOTINGS/GRADE BEAMS PARALLEL TO PIPE RUNS SHALL BE LOWERED TO AVOID

SURCHARGE ONTO THE TRENCH EXCAVATIONS.

7. ALL WATER SHALL BE REMOVED FROM FOUNDATION AND EXCAVATIONS PRIOR TO

PLACING OF CONCRETE.

8. ALL FILLING, BACKFILLING, COMPACTING AND RECOMPACTING MUST HAVE A MINIMUM

COMPACTION 95% OF THE MAXIMUM DENSITY AS SPECIFIED IN THE SOILS REPORT.

FOUNDATIONS

1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE

WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF

STRUCTURAL STEEL FOR BUILDINGS" (LATEST ADDITION) BY APPROVED LICENSED

FABRICATOR SHOP.

2. STRUCTURAL STEEL CHANNELS, ANGLES, AND MISCELLANEOUS STEEL SHALL CONFORM

TO ASTM A36 UNLESS NOTED OTHERWISE. CONNECTION PLATES AND BASE PLATES SHALL

CONFORM TO ASTM A572 GR50.

3. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM DESIGNATION A-992; GRADE 50 U.N.O.

PIPE COLUMNS SHALL CONFORM TO ASTM DESIGNATION A-53, TYPE E OR S, GRADE B. ALL

STEEL TUBES SHALL CONFORM TO ASTM A-500, GRADE B.

4. ALL SHOP AND FIELD WELDING OF STRUCTURAL STEEL SHALL BE MADE BY THE ELECTRIC

SHIELDED ARC PROCESS OR SUBMERGED ARC PROCESS IN CONFORMITY WITH A.I.S.C.

SPECIFICATIONS AND A.W.S. "STRUCTURAL WELDING CODE" AND PERFORMED BY

CERTIFIED WELDERS ONLY. ELECTRODES SHALL BE E-70XX LOW-HYDROGEN TYPE (FOR

SHIELDED ARC PROCESS) OR SAW-2 TYPE (FOR SUBMERGED ARC PROCESS).

5. UNFINISHED BOLTS SHALL CONFORM TO ASTM A-307, GRADE A. HIGH STRENGTH BOLTS

SHALL BE ASTM A325N; A490SC FOR BRACED FRAMES AND DRAG CONNECTIONS.

6. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL

FOR ENGINEER OF RECORD'S REVIEW BEFOREFABRICATION. SHOP DRAWINGS SHALL

INCLUDE WELDING PROCEDURES, TESTING PROGRAMS FOR WELDING AND HIGH

STRENGTH BOLTING, COATING MATERIAL, ERECTION SEQUENCE.

7. ALL STEEL COLUMNS SHALL BE MILLED EACH END TO FIT FLUSH WITH BASE PLATE, CAP OR

END TO END.

8. PREPARATION AND PAINTING SHALL BE PER CHAPTER M AISC SPECIFICATIONS, 14TH

EDITION. STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED..

STRUCTURAL STEEL AND MISC. METALS

9. ANCHOR STUDS, SHEAR STUDS, AND DEFORMED ANCHORS.

A. SHALL BE MANUFACTURED BY NELSON STUD WELDING COMPANY OR APPROVED

EQUAL.

B. HEADED STUDS (SHEAR AND ANCHOR) SHALL BE MADE OF MATERIAL CONFORMING TO

(ASTM) A-108-07-T. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 55 HEADED

BOLT. U.N.O.

C. DEFORMED ANCHORS SHALL BE MADE OF MATERIAL CONFORMING TO THE CURRENT

VERSION OF ASTM 496.

10. NUTS SHALL CONFORM TO ASTM A563, HOT FORGED.

11. NON-SHRINK, NON-FERROUS GROUT SHALL BE 5000 PSI MASTERFLOW 928 BY CHEM REX

OR APPROVED EQUAL.

12. UNLESS OTHERWISE NOTED ON DRAWINGS:

A. ALL BOLTS SHALL BE 3/4" DIAMETER.

B. ALL BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS EXCEPT

PURLIN, GIRT, AND DOOR FRAME CONNECTIONS WHICH MAY USE MACHINE BOLTS.

C. ALL CONNECTIONS SHALL HAVE A MINIMUM OF TWO BOLTS OR EQUIVALENT WELD

CAPACITY.

D. GUSSET PLATES SHALL BE 3/8" MIN. THICKNESS, UNLESS OTHERWISE NOTED.

E. PROVIDE DIRECT TENSION-INDICATING (DTI) WASHERS AT ALL BOLTED CONNECTIONS.

F. FABRICATE STEEL BEAMS WITH NATURAL CAMBER UP. REMOVE DEAD LOAD

DEFLECTIONS IN EXCESS OF ½" BY CAMBERING, U.N.O.

1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14), AND THE

"MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION"

(LATEST ED.) BY THE C.R.S.I., AS MODIFIED BY THE PROJECT DRAWINGS AND

SPECIFICATIONS.

2. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60

EXCEPT FOR REINFORCING BARS IN NON-STRUCTURAL CONCRETE SUCH AS SLABS ON

GRADE, MAY BE GRADE 40.

3. WELDED REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-706

GRADE 60. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES IN

CONFORMANCE WITH “RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL",

ETC., AMERICAN WELDING SOCIETY, AWS D1.4 (SEE SPECIFICATIONS).

4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

5. CONTRACTOR TO PROVIDE CHAIRS, SPACERS, AND SAND PLATES AS REQUIRED TO

MAINTAIN CONCRETE COVER.

6. SPLICES (STANDARD LAPS):

48 DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER UNO ON DRAWINGS. STAGGER

BOTTOM SPLICES AT LEAST 5'-0" FROM SPLICES IN OTHER BOTTOM REINFORCEMENT.

STAGGER SPLICES FOR TOP REINFORCEMENT SIMILAR.

7. REINFORCING SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS.

8. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE AND SPACING

OR NUMBER AS THE VERTICAL REINFORCING, RESPECTIVELY.

9. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL

IN-PLACE INSPECTION IS MADE.

REINFORCING STEEL

1. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND

CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN

THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE

PROCEEDING WITH THE WORK. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND

PLUMBING AND FIRE PROTECTION DRAWINGS.

2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT

DRAWINGS AND THE SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT BEFORE PROCEEDING WITH ANY WORK SO INVOLVED.

3. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND

DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL

NOTES AND TYPICAL DETAILS.

4. CONSTRUCTION MATERIALS SHALL NOT BE STORED, SPECIFICALLY NOT STACKED ON

POURED OR ERECTED FLOORS OR ROOF IN EXCESS OF 80% OF THE DESIGN LIVE LOAD. IT IS

THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE SUB-CONTRACTORS

ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL BE

AVOIDED WHEN PLACING MATERIALS ON ALREADY POURED OR ERECTED FLOORS OR ROOF.

5. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE, UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE METHOD OF

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO

PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION.

SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO BRACING, SHORING FOR

CONSTRUCTION EQUIPLMENT, SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING

AND SHORING OF RETAINING WALL.

6. ALL ASTM SPECIFICATIONS NOTED ON THESE DRAWINGS SHALL BE OF THE LATEST

REVISIONS.

7. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE

DRAWINGS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS THEIR CONSTRUCTION SHALL

BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED

FOR AND SHALL BE REVIEWED BY THE ENGINEER.

8. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS

FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS EXISTING FOUNDATIONS, ETC.

IF ANY SUCH STRUCTURE ARE FOUND, THE STRUCTURAL ENGINEER SHALL BE

NOTIFIED IMMEDIATELY.

9. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

- SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED.

- SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES ETC.

- DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

10. SEE MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR THE

FOLLOWING:

- PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.

ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALL AND SLABS.

- CONCRETE INSERTS FOR ELECTRICAL OR PLUMBING FIXTURES.

GENERAL

1. DEAD LOADS AS CALCULATED SHALL CONFORM TO ASCE 7-10 SECTION 12.2.5.6.

METAL BUILDING COLLATERAL DEAD LOAD 5 PSF

(MECHANICAL DUCTWORK, FIRE SPRINKLER, ELECTRICAL CONDUIT, ETS.)

2. LIVE LOADS:

ROOF 20 PSF (REDUCIBLE)

OR CONCENTRATED HANGING LOAD OF 500 LBS. AT ANY POINT ON RIGID FRAME ONLY.

3. GROUND SNOW LOAD: 50 PSF

4. WIND: BASIC WIND SPEED (3-SEC. GUST) = 132 MPH EXPOSURE: C

5. SEISMIC: SEISMIC LOADING SHALL BE IN ACCORDANCE WITH 2015 IBC

IMPORTANCE FACTOR: 1.0

BUILDING OCCUPANCY CATEGORY II

SEISMIC DESIGN CATEGORY D

SITE CLASS: D

DESIGN REPONSE SPECTRA

S = 1.000g FOR 0.2 SEC PERIOD S = 0.685g FOR 1.0 SEC PERIOD

BASIC SEISMIC-FORCE-RESISTING:

SPECIAL REINFORCED MASONRY SHEAR WALLS

DESIGN BASE SHEAR, V = C W, W IS SEISMIC WEIGHT OF THE BUILDING

SEISMIC RESPONSE COEFFICIENT, C = 0.200

RESPONSE MODIFICATION FACTORS, R = 5.0 FOR SPECIAL REINFORCED

MASONRY SHEAR WALLS

DESIGN LOADS

DS

D1

S

1. ALL BLOCK UNITS SHALL BE GRADE "N" HOLLOW CORE, MEDIUM WEIGHT UNITS

CONFORMING TO ASTM C-90, LATEST REVISION WITH A MAXIMUM SHRINKAGE OF .06%

FROM THE SATURATED TO OVEN-DRY CONDITION. THE MINIMUM COMPRESSIVE

STRENGTH OF MASONRY AT 28 DAYS SHALL BE AS LISTED BELOW:

DESIGN STRENGTH BLOCK UNIT GROUT MORTAR PRISM

f'm NET STRENGTH STRENGTH TYPE TEST

A. 1,500 PSI 1,900 PSI 2,000 PSI S NO

2. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED AND IN THE FOLLOWING

RATIO BY VOLUME:

TYPE M OR S MORTAR: ONE PART PORTLAND CEMENT

1/4 PARTS LIME PUTTY MAXIMUM

DAMP LOOSE AGGREGATE:

2-1/4 - (3) TIMES

MASONRY

3. MORTAR SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS.

4. GROUT SHALL BE COMPOSED OF THE FOLLOWING RATIO BY VOLUME:

ONE PART PORTLAND CEMENT

TWO PARTS PEA GRAVEL

THREE PARTS SAND AND SUFFICIENT

WATER SHALL BE ADDED TO PRODUCE A CONSISTENCY FOR

POURING WITHOUT SEGREGATION OF GROUT CONSTITUENTS.

5. SEE "REINFORCING STEEL SECTION" OF SPECIFICATIONS FOR ASTM SPECIFICATION OF

REINFORCING STEEL.

6. MAXIMUM HEIGHT OF GROUT POUR SHALL BE AS PER IBC CHAPTER 21.

7. ALL CELLS SHALL BE GROUTED SOLID, UNLESS OTHERWISE NOTED.

8. NO COLD JOINTS ARE PERMITTED UNLESS SPECIFICALLY DETAILED.

9. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT; ANY OVERHANGING

MORTAR OR OTHER OBSTRUCTION OF DEBRIS SHALL BE REMOVED FROM THE INSIDES OF

SUCH CELL WALLS.

10. ALL GROUT SHALL BE CONSOLIDATED AT THE TIME OF POURING BY VIBRATING WITH A 3/4"

VIBRATOR.

11. PROVIDE 1/4" CLEARANCE FROM INSIDE FACE OF BLOCK MASONRY CELLS AND MINIMUM OF

ONE BAR DIAMETER, BUT NOT LESS THAN 3/4" CLEAR DISTANCE BETWEEN PARALLEL BARS.

12. ALL VERTICAL REINFORCING STEEL SHALL BE POSITIONED AND HELD IN PLACE BY MEANS

OF WIRE SPACERS.

13. PROVIDE STD. 90° HOOK AT END OF ALL HORIZONTAL REINFORCMENT IN CMU WALLS.

14. FOR GROUT POURS OVER 5 FEET, PROVIDE CLEANOUTS IN BOTTOM COURSE AT VERTICAL

REINFORCEMENT (32 INCHES MAX). SPECIAL INSPECTION IS REQUIRED.

15. GROUT SHALL BE PLACED IN A CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDING 6

FEET.

16. FORM HORIZONTAL CONSTRUCTION JOINTS BY STOPPING THE GROUT POUR NOT LESS

THAN 1/2 INCH BELOW THE TOP OF THE UPPERMOST GROUTED UNIT. HORIZONTAL

REINFORCEMENT SHALL BE FULLY EMBEDDED IN GROUT.

17. MASONRY CONTROL JOINTS (MCJ) SHALL BE PLACED AS INDICATED ON ARCHITECTURAL

DRAWINGS WHERE NOT SHOWN, LOCATE JOINTS AS FOLLOWS:

A. MCJ SHALL BE SPACED @ A MAXIMUM 25 FEET ON CENTER OR TWICE THE FLOOR TO

FLOOR WALL HEIGHT, WHICHEVER IS LESS.

B. LOCATE JOINTS A MAXIMUM OF 1/2 THE MAXIMUM ON CENTER SPACING FROM WALL

CORNERS AND INTERSECTIONS. TYPICAL JOINTS SHALL BE 3/8" UNLESS NOTED

OTHERWISE.

18. ALL MASONRY CONSTRUCTION SHALL BE RUNNING BOND.

AS INDICATED

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1 2 3 4 5

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-1 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 XX

Date DescriptionByNo.

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P

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S-001

STRUCTURAL

GENERAL

NOTES

SS

FS

KH

A 05.15.19 65% DESIGN

B 06.28.19 95% DESIGN

1. JOIST SIZES ARE INDICATED ON THE PLANS FOR REFERENCE AS A MINIMUM BASIS

OF DESIGN. SEE THIS SHEET FOR JOIST SCHEDULE NOTES AND DESIGN CRITERIA.

2. CAMBER JOISTS FOR 75 PERCENT OF THE DEAD LOAD APPLIED TO THE JOISTS.

3. MANUFACTURER SHALL DESIGN, FABRICATE, AND ERECT OPEN WEB STEEL JOISTS TO

THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE, LATEST EDITION.

4. UNLESS OTHERWISE SHOWN, WELD K-SERIES JOISTS TO SUPPORTING BEAMS OR BEARING

PLATES WITH 3/16 INCH FILLET WELD, 2 INCHES LONG ON EACH SIDE OF JOIST SEAT.

5. MANUFACTURER SHALL PROVIDE JOIST BRIDGING AND BRACING, SIZE AND SPACING, IN

ACCORDANCE WITH STEEL JOIST INSTITUTE. PROVIDE SUPPLEMENTAL BRIDGING AS

REQUIRED FOR NET WIND UPLIFT CONDITION.

6. SHOP DRAWINGS FOR JOISTS AND JOIST ACCESSORIES TO BE PREPARED BY

THE JOIST MANUFACTURER'S DETAILERS. SUBMIT DESIGN CALCULATIONS IN ACCORDANCE

WITH STEEL JOIST INSTITUTE DESIGN STANDARDS AND CALIFORNIA BUILDING CODE

REQUIREMENTS. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS SEALED BY A

PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA.

7. PROVIDE 2-1/2 INCH MINIMUM BEARING ON STRUCTURAL STEEL FOR K- SERIES JOISTS

AND OR PROVIDE BEARING LENGTHS PER STEEL JOIST INSTITUTE REQUIREMENTS UNLESS

GREATER LENGTHS ARE SHOWN ON DRAWINGS.

8. PROVIDE SLOPED BEARING ENDS WHERE JOIST SLOPE…