Attachment_2_-_Drawings.pdf

PDF 19 MB Posted Jan 31, 2018

Attached to: Build Warehouse/Offices Federal contract opportunity
Solicitation number: FA301018R0013
Issued by: Department of the Air Force Air Education and Training Command

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Attachment 2 - Drawings

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File	Type	Posted
Attachment_9_-_Addendum_2.pdf	PDF	Mar 28, 2018
Amend_5.pdf	PDF	Mar 28, 2018
Amend__4.pdf	PDF	Mar 22, 2018
Attachment_8_-_Addendum_1.pdf	PDF	Mar 22, 2018
Amend_3.pdf	PDF	Mar 14, 2018
Amend_2.pdf	PDF	Feb 28, 2018
Site_Visit_Sign_In_Sheet.pdf	PDF	Feb 20, 2018
Amend_1.pdf	PDF	Feb 5, 2018
Attachment_7_-_SF_1444.pdf	PDF	Jan 31, 2018
Attachment_6_-__Notice_of_Compliance.pdf	PDF	Jan 31, 2018
Attachment_3_-_Wage_Det_MS180141.pdf	PDF	Jan 31, 2018
Attachment_5_-_Reference_List.pdf	PDF	Jan 31, 2018
Attachment_1_-_Specifications.pdf	PDF	Jan 31, 2018
FA301018R0013.pdf	PDF	Jan 31, 2018
Attachment_4_-_PPQ.pdf	PDF	Jan 31, 2018

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D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

and are not to reused. Any alterations, revisions or reuse of these documents without the written consent of LPK Architects will result in all sureties and responsibilities for the entire project becoming null and void.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

X X

10-10-17

JKOJKO

JKO

VARIES T-001

MAHG179002 WAREHOUSE/

OFFICES FOR 36 AES

HANGAR RD AND PHANTOM DR

KEESLER AFB, MS 39534

LPK

ARCHITECTURE INTERIOR DESIGN

PLANNING CONSTRUCTION MANAGEMENT

ARCHITECTS, P.A.

MAXIMUM

POUNDS

MECHANICAL

LAMINATE OR LAMINATED

MAX.

MECH.

LAM.

LBS

ADD'M.

ACT

ALUM.

ANOD.

A.F.F.

ADDENDUM

ACOUSTICAL CEILING TILE

ALUMINUM

ANODIZED

ABOVE FINISHED FLOOR

NOMINAL

MOUNTED

NUMBER

MINIMUM

NOT IN CONTRACT

MASONRY OPENING

PARTITION

PLASTIC

OUTSIDE DIAMETER

PARAGRAPH

ON CENTER

PAINTED

PLYWOOD

POLYVINYL CHLORIDE

REQUIRED

RADIUS

REFRIGERATOR

RUBBER BASE

RETURN AIR GRILLE

REINFORCING

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PLATE OR PLATED

PAPER TOWEL DISPENSER

SIMILAR

SHEET

SILL

SQUARE FEET

STAINLESS STEEL

TREATED

SUPPLEMENTAL

THICKNESS

SUSPENDED

STRUCTURAL

SOLID CORE WOOD DOOR

TOILET PAPER HOLDER

VERTICAL

WITH

WEIGHT

WOOD

VINYL WALL COVERING

VINYL COMPOSITION TILE

TYPICAL

RUBBER THRESHOLD

NOM.

MTD.

M.O.

NO.

N.I.C.

MIN.

O.D.

O.C.

PARA

PART.

PSF

PLY'D

PTDD

PTD

PVC

PSI

R.A.G.

REF

REINF

REQ'D

CERAMIC

BUILDING

BOARD

CER.

BLKG.

BLDG.

BD.

COLUMN

C.J.

CONC.

COL.

CONST.

CONT.

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EXP.

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EXT.

DET. DETAIL

ELEVATION

EACH WAY

CONCRETE

CONSTRUCTION JOINT

CONCRETE MASONRY UNIT

DRAWINGS

CONSTRUCTION

CONTINUOUS

EXPANSION

ELECTRICAL

EXPANSION JOINT

ELECTRIC WATER COOLER

FLOOR DRAIN

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BLOCKING

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INT.

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FIRE EXTINGUISHER

GRAB BAR

GALVANIZED

FIRE EXTINGUISHER CABINET

HOLLOW METAL

INSULATION

HORIZONTAL

HEATING, VENTILATION AND

ARCHITECTURALARCH.

CONSTRUCTION DOCUMENTS

NOVEMBER 10, 2017

408.56'

VICINITY MAP

NOT TO SCALE

County

Harrison

Gulfport

NOT TO SCALE

Jackson

LOCATION MAP

To New Orleans Via I-10

To Biloxi Via I-10

I-10

1. T-001 TITLE SHEET

2. LS-101 LIFE SAFETY PLAN

3. C-100 EXISTING CONDITIONS, DEMOLITION AND EROSION &

SEDIMENT CONTROL PLAN

4. C-101 CIVIL SITE PLAN

5. C-102 PAVING, GRADING AND DRAINAGE PLAN

6. C-103 SITE UTILITY PLAN

7. C-104 CIVIL DETAILS SHEET 1 OF 2

8. C-105 CIVIL DETAILS SHEET 2 OF 2

9. S-001 STRUCTURAL NOTES

10. S-101 FOUNDATION PLAN, SECTIONS & DETAILS

11. A-101 FLOOR PLAN, ROOF PLAN AND FINISH SCHEDULE

12. A-102 EQUIPMENT PLAN AND REFLECTED CEILING PLAN

13. A-201 ELEVATIONS

14. A-301 BUILDING SECTIONS AND WALL SECTION

15. A-501 OPENING SCHEDULE, FRAME TYPES, DOOR TYPES,

ENLARGED TOILET PLANS AND TOILET ELEVATIONS

16. A-601 OPENING DETAILS

17. P-001 PLUMBING NOTES, LEGENDS & SCHEDULES

18. P-101 PLUMBING PLAN

19. P-102 SANITARY PLAN

20. P-501 PLUMBING DETAILS

21. M-001 MECHANICAL NOTES, SYMBOLS & LEGENDS

22. M-101 MECHANICAL PLAN

23. M-501 MECHANICAL DETAILS

24. UE-001 SITE ELECTRICAL PLAN

25. E-001 ELECTRICAL NOTES, LEGENDS & SCHEDULES

26. E-002 COMMUNICATIONS LEGEND & SPECS

27. E-101 POWER PLAN

28. E-102 LIGHTING PLAN

29. E-103 COMMUNICATIONS PLANS

30. E-601 PANEL SCHEDULES

31. E-701 LIGHTNING PROTECTION PLAN

32. FX-101 FIRE HAZARD PLAN

33. FX-111 FIRE SPRINKLER PLAN

34. FA-101 FIRE ALARM PLAN

To Ocean Springs Via Hwy 90

PAE APPLIED TECHNOLOGIES LLC

BLDG 4705

508 L STREET

KEESLER AFB, MS 39534

P: 228-377-3313

CONTACT:

ANDREW MARASCA, ARCHITECT

ENGINEERING SERVICES SUPERVISOR

andrew.marasca@ctr@us.af.mil

OWNER

LPK ARCHITECTS, P.A.

MISSISSIPPI GULF COAST OFFICE

2501 14TH ST, SUITE 202

GULFPORT, MS 39501

P: 228-382-3122

F: 601-639-8640

C: 228-697-4841

CONTACT:

JOHN K. OLSEN JR., AIA, PRINCIPAL

ARCHITECT

jolsen@lpkarchitects.com

ARCHITECT

GULF STATES ENGINEERING

1816 PASS RD

GULFPORT, MS 39501

P: 251-459-6413

F: 228-864-7744

CONTACT:

TRAVIS KEEDY, P.E.

travis.keedy@gseeng.com

CIVIL

GULF STATES ENGINEERING

1816 PASS RD

GULFPORT, MS 39501

P: 228-864-5050

F: 228-864-7744

CONTACT:

LANE SESI, PRINCIPAL

lane.sesi@gseeng.com

STRUCTURAL ENGINEER

PLUMBING, MECHANICAL,

ELECTRICAL AND FIRE

PROTECTION ENGINEER

GULF STATES ENGINEERING

1816 PASS RD

GULFPORT, MS 39501

P: 251-459-6414

F: 228-864-7744

CONTACT:

ARUN VARGHESE, P.E.

arun.varghese@gseeng.com

PROJECT TEAM DRAWING INDEX

PAE APPLIED TECHNOLOGIES LLC

1. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS, INCLUDING EXISTING UTILITY

LOCATIONS, TO DETERMINE THE SCOPE AND NATURE OF THE WORK NECESSARY FOR THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL CAREFULLY REVIEW ALL DRAWINGS, SPECIFICATIONS AND ANY ADDENDUM FOR THE PROJECT TO DETERMINE THE

COMPLETE SCOPE AND NATURE OF THE WORK TO BE PERFORMED. ANY QUESTIONS OR DISCREPANCIES AS TO THE NATURE OR INTENT OF

THE WORK TO BE PERFORMED SHALL BE DIRECTED TO THE CONTRACTING OFFICER PRIOR TO BIDDING FOR A DETERMINATION OF WORK

REQUIRED. UNLESS STATED OTHERWISE BY THE CONTRACTING OFFICER, WHERE A CONFLICT OR DISCREPANCY EXISTS, THE MOST COSTLY

OR MOST STRINGENT CONDITION SHALL APPLY.

3. CONTRACTOR SHALL COORDINATE THE WORK SCHEDULE AND INTERRUPTION OF UTILITIES FOR THE PROJECT WITH THE OWNER TO MINIMIZE

DISRUPTION OF ACTIVITIES AND FUNCTIONS.

4. THE CONTRACTOR SHALL EXERCISE CARE AND TAKE APPROPRIATE PRECAUTIONARY MEASURES TO PREVENT ANY DAMAGE TO THE EXISTING

STRUCTURES, SIDEWALKS, UTILITIES, COMMUNICATIONS, ETC., DURING THE PROJECT. THE CONTRACTOR SHALL CORRECT ALL DAMAGE

CAUSED BY OR DURING THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY REQUIRED AGENCIES OR UTILITIES AND

FOLLOWING APPLICABLE PROCEDURES PRIOR TO ANY EXCAVATION.

5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WORK.

6. THE CONTRACTOR SHALL INSURE THAT HIS EQUIPMENT AND MATERIALS ARE STORED IN A SAFE AND SECURE MANNER AT AREAS DESIGNATED

BY THE OWNER, AND SHALL INSURE THAT ALL WORK BE PERFORMED IN ACCORDANCE WITH SAFETY REGULATIONS AND SAFE STANDARDS OF

PRACTICE FOR THE SAFETY OF THE WORKERS AND USERS OF THE BUILDING DURING THE PROJECT.

7. NOT EVERY CONDITION HAS BEEN DETAILED. WHERE SPECIFIC DETAILING IS NOT SHOWN, CONTACT CONTRACTING OFFICER FOR

INSTRUCTIONS. THEN, EXECUTE THE CONSTRUCTION IN A SOUND, WORKMANLIKE MANNER CONSISTENT WITH ACCEPTED BUILDING

PRACTICES AND OTHER DETAILING SHOWN.

8. WHERE STANDARD DETAILS ARE SHOWN TO BE TYPICAL, THEY SHALL BE CONSIDERED TO BE APPLICABLE IN ALL SIMILAR CONDITIONS UNLESS

OTHERWISE NOTED.

9. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT AND APPLICABLE BUILDING

CODES, FIRE CODES AND REGULATIONS.

10. ALL WORK AREAS SHALL BE LEFT CLEAN & PRESENTABLE UPON COMPLETION OF THE WORK DAY. DAILY CLEANUP REQUIRED IN AREAS OF

DAILY ACTIVITY. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE PROJECT SITE AS NEEDED AND SHALL PERFORM FINAL

CLEANUP UPON COMPLETION OF THE PROJECT.

ARCHITECTURAL NOTES

ARCHITECTURAL ABBREVIATIONS

ARCHITECTURAL SYMBOLS

AIR CONDITIONING

AND/OR DISPOSAL

To Gulfport Via Hwy 90

NAME

XXXX

A101

TITLE SHEET

I-10 www.GSEeng.com

CONSULTING ENGINEERS

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

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AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

AIR EDUCATION AND TRAINING COMMAND

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

UNITED STATES AIR FORCE

AutoCAD SHX Text A

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

FACILITY NUMBER:

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

DRAWING NUMBER:

AutoCAD SHX Text

BILOXI

AutoCAD SHX Text

RECOMMENDED:

AutoCAD SHX Text (Chief of Engineering)

AutoCAD SHX Text

SUBMITTED:

AutoCAD SHX Text (Chief of Contracts Design)

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SCALE:

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PROJECT NUMBER:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

PROFESSIONAL SEAL:

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

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AutoCAD SHX Text R

AutoCAD SHX Text I

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AutoCAD SHX Text A

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AutoCAD SHX Text C

AutoCAD SHX Text H

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AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text John K. Olsen, Jr.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DRAWING TITLE

AutoCAD SHX Text

INCHES

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SQUARE

AutoCAD SHX Text

ROUND

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

ANGLE

AutoCAD SHX Text

EXTERIOR WINDOW

AutoCAD SHX Text

AND

AutoCAD SHX Text

POUNDS OR NUMBER

AutoCAD SHX Text

DOOR NUMBER

AutoCAD SHX Text

ROOM NUMBER

AutoCAD SHX Text

EXISTING SPOT GRADE

AutoCAD SHX Text

ARCHITECTURAL NOTE

AutoCAD SHX Text

AutoCAD SHX Text %%C

AutoCAD SHX Text

AutoCAD SHX Text 108.56'

AutoCAD SHX Text

FLOOR LEVEL

AutoCAD SHX Text

IF APPLICABLE

AutoCAD SHX Text

BUILDING NUMBER

AutoCAD SHX Text

FINISH GRADE -

AutoCAD SHX Text

VERTICAL ELEVATION

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

COLUMN CENTER

AutoCAD SHX Text

BENCHMARK -

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text

SPOT DETAIL

AutoCAD SHX Text

SECTION OR DETAIL

AutoCAD SHX Text 338.50'

AutoCAD SHX Text 232.25'

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text

DRAWING TITLE

AutoCAD SHX Text

DETAIL OR SECTION NUMBER

AutoCAD SHX Text A00

AutoCAD SHX Text

AutoCAD SHX Text A00

AutoCAD SHX Text

AutoCAD SHX Text A00

AutoCAD SHX Text

AutoCAD SHX Text A00

AutoCAD SHX Text

OR WALL SECTION

AutoCAD SHX Text

LINES

AutoCAD SHX Text A

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AS INDICATED ON DRAWINGS

AutoCAD SHX Text

AS INDICATED ON DRAWINGS

K-3427HIGHLINETOILETSVITREOUS CHINAK-2005KINGSTONC_LAVATORYVITREOUS CHINA

K-2005KINGSTONC_LAVATORYVITREOUS CHINA

K-3427HIGHLINETOILETSVITREOUS CHINA

MECH/

ELEC

MEN

WOMEN

OFFICE

KITCHENETTE

JAN

COMM

SHOP

FIRE ALARM PLAN1

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

Mobile NashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501 (T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2 F : 6 0 1 . 6 9 3 . 8 6 4 0

10-04-17

LIFE SAFETY PLAN

AS NOTED LS-101

BDD

JJH

JTW

BUILDING CODES AND INFORMATION

OCCUPANCY LEGEND

LIFE SAFETY LEGEND

ENGINEER

14461

HN T . WADE

STATE OF M I SS I SS I P

IRE

RED PROFESS IONAL

H A N G

A R R

O A D

PHANTOM STREET

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

10-04-17

ENGINEER

26913

HANIE A . GROVES

STATE OF M I SS I SS I P

P I

L I

NSE

D PROFESSIONAL

Feet

0 20 40

THK

THK SAG 1" = 20' C-100

N G

A R R

O A D

PHANTOM STREET

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

10-04-17

ENGINEER

26913

HANIE A . GROVES

STATE OF M I SS I SS I P

P I

L I

NSE

D PROFESSIONAL

Feet

0 20 40

VICINITY MAP

THIS SITE

Biloxi, Mississippi

SCALE: 1" = 20'

THK SAG 1" = 20' C-101

N G

A R R

O A D

PHANTOM STREET

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

10-04-17

ENGINEER

26913

HANIE A . GROVES

STATE OF M I SS I SS I P

P I

L I

NSE

D PROFESSIONAL

Feet

0 20 40

THK SAG 1" = 20' C-102

N G

A R R

O A D

PHANTOM STREET

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

10-04-17

ENGINEER

26913

HANIE A . GROVES

STATE OF M I SS I SS I P

P I

L I

NSE

D PROFESSIONAL

Feet

0 20 40

THK SAG 1" = 20' C-103

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

10-04-17

ENGINEER

26913

HANIE A . GROVES

STATE OF M I SS I SS I P

P I

L I

NSE

D PROFESSIONAL

2ON-SITE SIDEWALK - SECTION

N.T.S.

THK

THK SAG 1" = 20' C-104

1SILT FENCE DETAIL

N.T.S.

x x x

3CHAIN LINK FENCE DETAIL

N.T.S.

4SECTION - CONCRETE APRON DETAIL

SCALE: 1" = 1'

5SECTION - CONCRETE WALK, EXISTING EDGE OF SLAB TO NEW BUILDING

SCALE: N.T.S.

6EXTERIOR FIXED BOLLARD

N.T.S. 7BOLLARD PLAN AT ROLLUP DOORS

N.T.S.

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

10-04-17

ENGINEER

26913

HANIE A . GROVES

STATE OF M I SS I SS I P

P I

L I

NSE

D PROFESSIONAL

THK

THK SAG 1" = 20' C-105

1VALVE BOX COLLAR DETAIL

1/2" = 1'

4THROUGH FLOW CLEANOUT DETAIL

1/2" = 1'

3EMBEDMENT DETAIL FOR PVC GRAVITY SEWER

N.T.S.

2ELEVATION TYPICAL TEE & LATERAL INSTALLATION

N.T.S.

SITEWORK & SOIL NOTES

GENERAL CONCRETE NOTES

GENERAL NOTES ANCHOR BOLTS AND THREADED ROD

SPECIAL INSPECTIONS:

ABBREVIATIONS:

PRE-ENGINEERED METAL BUILDING DESIGN:

SITEWORK & SOIL NOTES (CONT.)

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

Mobile NashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501 (T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2 F : 6 0 1 . 6 9 3 . 8 6 4 0

10-04-17

AS NOTED S-001

1 2

AHO

SLS

STRUCTURAL NOTES

IL LA

SEFORP

SNEC ENGINEER

25817

I SSISSIP

P I

MFO

ETAT

LS. ISEA N SE

11/10/17

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

Mobile NashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501 (T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2 F : 6 0 1 . 6 9 3 . 8 6 4 0

10-04-17

AS NOTED S-101

2 2

AHO

SLS

FOUNDATION PLAN, SECTIONS AND DETAILS

IL LA

SEFORP

SNEC ENGINEER

25817

I SSISSIP

P I

MFO

ETAT

LS. ISEA N SE

11/10/17

K-2005KINGSTONC_LAVATORY VITREOUS CHINA

K-3427HIGHLINETOILETSVITREOUS CHINA

30'-6" 10'-10"

ROOF CANOPY ABOVE

8'-8" 4'-0" 3'-4" 4'-0" 3'-4" 7'-4" 13'-0"

43'-8"

3'-4" 3'-4" 3'-4" 4'-4" 5'-4" 4'-4" 5'-4" 4'-4" 3'-4" 3'-4" 3'-4"

43'-8"

WAREHOUSE

OFFICE

UNISEX

JAN

ELEC

SERVER

FIRE SPRINKLER

RISER

ROOF CANOPY ABOVE

EMERGENCY

EYE WASH

RAMP - SEE CIVIL RAMP - SEE CIVIL

1 2

102A

103A

104A

105A

106A 107A

101B

101C101D

101E

101A

A A

BBB

CONC MECH EQUIP PAD -

SEE CIVIL

HVAC EQUIP - SEE MECH

30" X 12" X 3" CONC

SPLASH BLOCK (TYP)

A-201

A-301

PROVIDE WALL TILE 1

FROM FFE TO 4'-0" ABOVE

FFE ON (3) SIDES OF EDF

ALCOVE

108A

4" DIA X 48" PTD STL PIPE

BOLLARD W/ CAP

4" DIA X 48" PTD STL PIPE

BOLLARD W/ CAP

7'-0"

4" YELLOW SAFETY

STRIPING

A-501

SLOPE 1:12SLOPE 1:12

ROOF CANOPY

BY PEMB MANUF

ROOF CANOPY

BY PEMB MANUF

ROOF CANOPY

BY PEMB MANUF

PRE-FIN GUTTERPRE-FIN GUTTER

R I D

G E

AIRFIELD LIGHT -

SEE ELEC

GENERAL FLOOR PLAN NOTES:

1. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF METAL

STUDS UNLESS OTHERWISE NOTED.

2. SEE SHEETS A1.1 FLOOR PLAN & A1.2 REFLECTED CEILING PLAN

FOR BUILDING SECTION MARKS AND WALL SECTION MARKS.

3. SEE ELECTRICAL FOR SIZE AND TYPE OF LIGHTING. SEE A 2.1

EXTERIOR ELEVATIONS FOR POSITIONING OF LIGHTING ON

EXTERIOR WALLS. SEE A1.2 FOR POSITIONING OF LIGHTS IN

INTERIOR.

4. ALL METAL STUD WALLS TO BE 3-5/8" UNLESS OTHERWISE

NOTED.

5. FIRE EXTINGUISHER CABINETS ARE DENOTED ON THE PLAN AS

(FEC); WALL MOUNTED FIRE EXTINGUISHERS ARE DENOTED AS

(FE). SEE SHEET A1.1 FOR FIRE EXTINGUISHER CABINET

LOCATIONS AND FIRE EXTINGUISHER CABINET DETAILS.

6. SEE MECHANICAL FOR SIZE, GENERAL LOCATION AND TYPES OF

MECHANICAL GRILLES AND LOUVERS. SEE A2.1 EXTERIOR

ELEVATIONS FOR POSITIONING OF LOUVERS IN EXTERIOR

WALLS. SEE BUILDING SECTIONS, REFLECTED CEILING PLAN,

AND DETAILS FOR LOCATIONS OF INTERIOR MECHANICAL

GRILLES.

7. INSTALL ALL EXPOSED PIPING AND CONDUITS AS HIGH AND

TIGHT TO THE STRUCTURE AS POSSIBLE. COORDINATE

BETWEEN TRADES TO AVOID CONFLICTS THAT WILL RESULT IN

HORIZONTAL PIPING LESS THAN 10'-0" ABOVE THE FLOOR.

8. ALL DOORS TO BE SET 4" MINIMUM FROM ADJACENT CORNER

UNLESS OTHERWISE NOTED.

9. PROVIDE 3-5/8" METAL STUD WALLS @ 16" OC TIGHT TO CEILING

DECK WITH (1) LAYER 5/8" TYPE X GYP BD AT INTERIOR SIDE OF

ALL EXTERIOR WALLS SURROUNDING RM 101 WAREHOUSE.

IMPACT RESISTANT GYP BD SHALL BE USED FROM FFE TO 4'-0"

ABOVE FFE.

PARTITION TYPES:

6" MTL STUDS @ 16" OC (MIN) W/ R-13 FIBERGLASS SOUND

ATTENUATION INSUL AND (1) LAYER 5/8" TYPE X GYP BD EA SIDE

WALL HT = 6" ABOVE ADJACENT CEILING HT

3-5/8" MTL STUDS @ 16" OC (MIN) W/ R-13 FIBERGLASS SOUND

ATTENUATION INSUL AND (1) LAYER 5/8" TYPE X GYP BD EA SIDE

PROVIDE IMPACT RESISTANT GYP BD FROM FFE TO 4'-0" ABOVE

FFE ON WAREHOUSE SIDE ONLY

WALL HT = UNDERSIDE OF ROOF DECK

3-5/8" MTL STUDS @ 16" OC (MIN) W/ R-13 FIBERGLASS SOUND

ATTENUATION INSUL AND (1) LAYER 5/8" TYPE X GYP BD EA SIDE

WALL HT = 6" ABOVE ADJACENT CEILING HT

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

X X

10-10-17

JKOJKO

JKO

VARIES A-101

FLOOR PLAN

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

3,624 GSF

ROOF PLAN

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

P L

A N

N O

R T

P L

A N

N O

R T

FLOOR PLAN, ROOF PLAN AND FINISH SCHEDULE

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FACILITY NUMBER:

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BILOXI

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RECOMMENDED:

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SUBMITTED:

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PROJECT NUMBER:

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KEESLER AIR FORCE BASE

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AutoCAD SHX Text John K. Olsen, Jr.

10'-6"

5'-0"5'-0"

10'-6"

9'-0"

1 2

A-301

9'-0"

9'-0" 9'-0"

9'-0"

8'X8'

PALLET

8'X8'

PALLET

8'X8'

PALLET

8'X8'

PALLET

8'X30'

SPACE

SAVER

4'X8'

SHELF

4'X8'

SHELF

4'X8'

SHELF

4'X8'

SHELF

4'X8'

SHELF

4'X8'

SHELF

TOOLS TOOLS TOOLS

ICE REF

K-3427HIGHLINETOILETSVITREOUS CHINAK-2005KINGSTONC_LAVATORYVITREOUS CHINA

K-2005KINGSTONC_LAVATORYVITREOUS CHINA

K-3427HIGHLINETOILETSVITREOUS CHINA

OPEN TO STRUCTURE ABOVE

LEGEND

2' X 2' ACOUSTICAL CEILING TILE 2

MOISTURE RESISTANT

GENERAL REFLECTED CEILING PLAN NOTES:

1. CONTRACTOR TO COORDINATE WITH MECHANICAL &

ELECTRICAL DRAWINGS FOR SIZE, TYPE AND QUANTITY OF

ITEMS LOCATED IN CEILINGS AND FOR ALL COMPONENTS NOT

SHOWN ON THIS SHEET. REFER TO ARCHITECTURAL FOR FINAL

INSTALLATION LOCATIONS.

2. THE CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF

APPROPRIATE SIZE & TYPE ARE INSTALLED IN GYP BD CEILINGS

OR SOFFITS, AND IN OTHER NON-ACCESSIBLE TYPE CEILINGS

OR SOFFITS WHERE ACCESS, SERVICE, OR ADJUSTMENT TO

MECHANICAL, PLUMBING, FIRE PROTECTION, OR ELECTRICAL

SYSTEMS MAY BE REQUIRED. THE CONTRACTOR SHALL TAKE

SPECIAL CARE TO LOCATE ALL SYSTEM COMPONENTS, ETC.

REQUIRING ACCESS ABOVE ACCESSIBLE CEILINGS.

LOCATION(S) OF ALL ACCESS PANELS TO BE APPROVED BY

CONTRACTING OFFICER PRIOR TO INSTALLATION.

3. THE CONTRACTOR SHALL ADVISE THE OWNER THAT ITEMS

SHALL NOT BE PLACED OR STORED ON TOP OF SUCH SHELVING

SO THAT THE CODE REQUIRED 18" VERTICAL CLEARANCE IS

MAINTAINED BETWEEN THE SHELVING AND THE CEILING.

4. CONTRACTOR SHALL INSTALL GRID ALIGNED THROUGH

DOORWAYS AND CENTERED ON CORRIDORS UNLESS NOTED

OTHERWISE (UNO). START GRID LAYOUT WITH DIMENSIONS AS

SHOWN ON PLANS.

5. CONTRACTOR SHALL INSTALL SOUND ATTENUATION BLANKETS

ABOVE ALL CEILINGS.

6. CONTRACTOR SHALL COORDINATE CEILING HEIGHTS AND

INSTALLATION OF CEILING AND ABOVE-CEILING COMPONENTS

WITH ALL TRADES AND REPORT ANY CONFLICTS TO THE

CONTRACTING OFFICER IMMEDIATELY. CONTRACTOR IS

RESPONSIBLE FOR COORDINATION.

7. COORDINATE ALL CEILING COMPONENTS W/ THE ENTIRE

CONSTRUCTION DOCUMENTS SET.

8. WHERE ACT UNITS LESS THAN 6" WIDE WOULD OCCUR AT

EDGES OF ROOM WITH 24" X 242" PATTERN, PROVIDE 24" X 48"

PANELS CUT TO EXTEND TO WALL, ELIMINATING THE TEE NEAR

THE WALL.

9. ALL CAN LIGHTS TO BE CENTERED WITHIN 2X2 GRID WHERE

APPLICABLE.

10. FINAL MOUNTING HEIGHT OF ANY SUSPENDED FIXTURES TO BE

DETERMINED BY OWNER IN FIELD.

HVAC SUPPLY - SEE MECH

HVAC RETURN - SEE MECH

2' X 4' RECESSED LAY-IN FIXTURE

- SEE ELEC

RECESSED CAN LIGHT - SEE

ELEC

EXIT LIGHT - SEE ELEC

WALL MOUNTED FIXTURE - SEE

ELEC

HVAC SIDEWALL SUPPLY - SEE

MECH

HVAC SIDEWALL RETURN - SEE

MECH

2' X 2' ACOUSTICAL CEILING TILE 1

PENDANT MOUNT FIXTURE - SEE

ELEC

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

X X

10-10-17

JKOJKO

JKO

VARIES A-102

REFLECTED CEILING PLAN

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

EQUIPMENT PLAN

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

NOTE:ALL EQUIPMENT IDICATED ON THIS PLAN IS

OWNER FURNISHED AND OWNER INSTALLED (OFOI) AND

IS FOR REFERENCE PURPOSES ONLY

P L

A N

N O

R T

P L

A N

N O

R T

EQUIPMENT PLAN AND REFLECTED CEILING PLAN

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REVISION

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UNITED STATES AIR FORCE

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MISSISSIPPI

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FACILITY NUMBER:

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SHEET OF

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DRAWING NUMBER:

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BILOXI

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RECOMMENDED:

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SUBMITTED:

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0' - 0"

FINISH FLOOR

16' - 0"

EAVE HEIGHT

10' - 0"

BRICK ROW LOCK

0' - 0"

FINISH FLOOR

16' - 0"

EAVE HEIGHT

10' - 0"

BRICK ROW LOCK

0' - 0"

FINISH FLOOR

16' - 0"

EAVE HEIGHT

10' - 0"

BRICK ROW LOCK

0' - 0"

FINISH FLOOR

16' - 0"

EAVE HEIGHT

10' - 0"

BRICK ROW LOCK

STRUCTURAL CANOPY

STANDING SEAM METAL

ROOF

SIMULATED STUCCO MTL

WALL PANELS

CAST IRON DS BOOT

BRICK ROWLOCK

BRICK SOLDIER COURSE

STANDING SEAM METAL

ROOF

SIMULATED STUCCO MTL

WALL PANELS

FACE BRICK

CAST IRON DS BOOT

BRICK ROWLOCK

BRICK SOLDIER COURSE

FACE BRICK

STRUCTURAL CANOPY

BEYOND

STANDING SEAM METAL

ROOF

SIMULATED STUCCO MTL

WALL PANELS

CAST IRON DS BOOT

BRICK ROWLOCK

BRICK SOLDIER COURSE

FACE BRICK

STRUCTURAL CANOPY

STANDING SEAM METAL

ROOF

SIMULATED STUCCO MTL

WALL PANELS

CAST IRON DS BOOT

BRICK ROWLOCK

BRICK SOLDIER COURSE

FACE BRICK

12'X12' OVERHEAD DOOR

AA A A AC

B B B

2 1

1 2

EDCBA

E D C B A

DUCT PENETRATIONS -

SEE MECH

KNOX BOX

EXTERIOR ELEVATIONS NOTES:

1. BRICK SHALL MATCH KEESLER AFB INSTALLATION

STANDARD COLOR AND TEXTURE. MATCH

SURROUNDING BASE STANDARD - VERIFY WITH

CONTRACTING OFFICER.

2. SIMULATED STUCCO METAL PANELS SHALL BE

EQUAL TO KINGSPAN SERIES "300 GRANITESTONE"

(SIDING AND TRIM) SHALL BE FACTORY FINISHED

WITH THE MANUFACTURER'S STANDARD PAINT

COLORS TO MATCH SURROUNDING BASE STANDARD

- VERIFY WITH CONTRACTING OFFICER.

3. MATCH THE KEESLER AFB STANDARD PAINT

SCHEME AS CLOSELY AS POSSIBLE. CONSULT WITH

CONTRACTING OFFICER.

4. STANDING SEAM METAL ROOF AND TRIM SHALL BE

MEDIUM BRONZE.

5. WINDOW AND DOOR FRAMES SHALL BE MEDIUM

BRONZE.

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

X X

10-10-17

JKOJKO

JKO

VARIES A-201

NORTH ELEVATION

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

SOUTH ELEVATION

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

EAST ELEVATION

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

WEST ELEVATION

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

ELEVATIONS

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DRAWING NUMBER:

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BILOXI

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RECOMMENDED:

AutoCAD SHX Text (Chief of Engineering)

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SUBMITTED:

AutoCAD SHX Text (Chief of Contracts Design)

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SCALE:

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PROJECT NUMBER:

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CHECKED:

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KEESLER AIR FORCE BASE

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X X X X X X X X X X X X X X X X X X X X X

XXXXXXXXXXXXXXXXXXXXX

0' - 0"

FINISH FLOOR

16' - 0"

EAVE HEIGHT

10' - 0"

BRICK ROW LOCK

CONC RAMP - SEE CIVIL

PRE-FIN DS W/ CAST IRON BOOT

COILING OVHD DOORMILLWORK - SEE A-501

STOREFRONT GLAZING

BYND

STRUCTURAL CANOPY BY PEMB

MANUF

CONC FOOTING - SEE STRUCT

EXIST CONC SLAB - SEE CIVIL

EXIST COMPACTED FILL

PEMB FRAME - SEE SPECS FOR

DESIGN CRITERIA

PEMB LINER PANEL (CONT)

R-30 VINYL FACED INSUL

X X X X X X X X X X X X X X X X X X X X X

XXXXXXXXXXXXXXXXXXXXX

0' - 0"

FINISH FLOOR

16' - 0"

EAVE HEIGHT

10' - 0"

BRICK ROW LOCK

A-301

CONC RAMP - SEE CIVIL

PRE-FIN DS W/ CAST IRON BOOT

CONC FOOTING - SEE STRUCT

EXIST CONC SLAB - SEE CIVIL

EXIST COMPACTED FILL

PEMB FRAME - SEE SPECS FOR

DESIGN CRITERIA

PEMB LINER PANEL (CONT)

R-30 VINYL FACED INSUL

STOREFRONT GLAZING

BYND

CAST IRON DS BOOT W/ OUTLET

- PROVIDE 12" X 30" CONC

SPLASHBLOCK @ EA

0' - 0"

FINISH FLOOR

16' - 0"

EAVE HEIGHT

10' - 0"

BRICK ROW LOCK

BRICK VENEER

WALL GIRTS BY PEMB MTL

BLDG MANUF

CONT MORTAR NET ABOVE

FLEXIBLE SHEET FLASHING

AIR SPACE

BRICK TIES @ 16" OC EW (MAX)

4" X 4" PRE-FIN DOWNSPOUT W/

SPLASH BLOCK @ EA - SEE

ROOF PLAN

CLG AS SCHED - PROVIDE

ACOUSTICAL BATT INSUL OVER ALL

NEW ACT CEILINGS (TYP)

5/8" TYPE X GYP BD OVER 3-5/8" MTL

STUDS @ 16" OC (MAX)

6" X 6" PRE-FIN GUTTER BY

PEMB MANUF

PRE-FIN MTL ROOF BY PEMB

MANUF

CONT FLEXIBLE

COPPER/ASPHALT SHEET

FLASHING (TYP)

FULL OPEN HEAD WEEP HOLES

@ 24" OC W/ MORTAR NET

WEEP VENTS (TYP)

BRICK ROW LOCK (CONT)

PREFIN MTL WALL PANELS BY

PEMB MANUF

MIN 16 GA PRE-FIN BASE ANGLE

FLASHING W/ MIN 3" BEARING

SURFACE SET IN A CONT BEAD

OF SEALANT

FLUID APPLIED AIR & MOISTURE

BARRIER (CONT)

5/8" FIBER REINF EXT GYP BD

SHEATHING ON 3-5/8" MTL

STUDS @16" OC BETWEEN

WALL GIRTS

R-19 (MIN) UNFACED BATT

INSUL (CONT)

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

X X

10-10-17

JKOJKO

JKO

VARIES A-301

BUILDING SECTION

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

BUILDING SECTION AND WALLSECTION

BUILDING SECTION

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

WALL SECTION

SCALE: 3/4" = 1'-0"

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AIR EDUCATION AND TRAINING COMMAND

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DATE

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REVISION

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UNITED STATES AIR FORCE

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MISSISSIPPI

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FACILITY NUMBER:

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SHEET OF

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BILOXI

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RECOMMENDED:

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SUBMITTED:

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PROJECT NUMBER:

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CHECKED:

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DATE:

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DESIGNED:

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DRAWN:

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OFFICE OF CIVIL ENGINEERS

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KEESLER AIR FORCE BASE

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PROFESSIONAL SEAL:

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AutoCAD SHX Text John K. Olsen, Jr.

C H

E D

AS SCHED

BY STOREFRONT

MANUFACTURER

E D

AS SCHED

E D

AS SCHED

1 2

CA B

1'-8

" 1'-8

4'-0"

3 4

1 2

4'-4"

3'-0" 1'-9" 1'-9"

7'-4"

1'-10

" 1'-10

AS SCHED

E D

2" AS SCHED2"

E D

2" AS SCHED2"

F1 F2

AS SCHED

E D

A-601

A-601 5

A-603

A-601

A6.1

A-601

DOOR SCHEDULE GENERAL NOTES:

1. ALL EXTERIOR DOORS, FRAMES AND HARDWARE SHALL BE INSTALLED

AS REQUIRED TO MEET OR EXCEED APPLICABLE WIND LOADS AND

LOCAL HURRICANE CODES - SEE STRUCTURAL. REFER TO DOOR

MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.

2. LEVEL OF PROTECTION IS "VERY LOW" UFC 4-010-01 DOD MINIMUM

ANTITERRORISM STANDARDS FOR BUILDINGS, WITH CHANGE 1,

OCTOBER 2013, TABLE 2-1. WINDOW GLAZING IS "LOW HAZARD

RATING" AND DOORS ARE "CATEGORY IV". WINDOWS SHALL MEET

STANDARD 10. EXTERIOR DOORS INCLUDING SIDELIGHTS AND

TRANSOMS SHALL MEET STANDARD 12. SEE UFC 4-010-02, FOR THE

SPECIFIC EXPLOSIVE WEIGHTS (POUNDS / KG OF TNT) ASSOCIATED

WITH EXPLOSIVE WEIGHTS I AND II.

3. INTERIOR DOOR HARDWARE TO BE LEVER ACTION W/

INTERCHANGEABLE CORES.

4. DIMENSIONS PROVIDED ON PLANS & SCHEDULE ARE NOMINAL.

COORDINATE DIMENSIONS IN THE FIELD FOR FRAME AND ROUGH

OPENINGS PRIOR TO FABRICATION & CONSTRUCTION.

5. DOOR HANDLES SHALL BE MOUNTED @ 38" AFF UNO.

6. ALL INTERIOR DOORS SHALL HAVE WALL OR FLOOR STOPS TO MATCH

HARDWARE FINISH UNO.

7. DOORS SHALL BE NOMINALLY UNDERCUT TO ACCEPT FINAL FLOOR

FINISH.

8. OUTSIDE OF DOOR FRAME SHALL BE SET 4" FROM ADJACENT WALL OR

PARTITION UNO.

9. FLOOR FINISH TRANSITIONS AT DOORS SHALL OCCUR DIRECTLY

BELOW THE CENTERLINE OF THE DOOR LEAF.

10. EXTERIOR EXIT/ENTRANCE DOORS SHALL BE ADA ACCESSIBLE. SLOPE

FINISH PAVING FROM FLUSH WITH FLOOR FINISH TO PUBLIC WAY

ACCESS NOT TO EXCEED 1:20.

11. PROVIDE WEATHERSTRIP AT EXTERIOR DOORS.

12. DOOR HARDWARE SHALL COMPLY WITH THE MOST CURRENT

LOCALLY ADOPTED VERSION OF THE AMERICANS WITH DISABILITIES

ACT, INCLUDING, BUT NOT LIMITED TO: A) MAX 1/2" THRESHOLD WITH

1:20 SLOPE. B) PUSH/PULL HANDLES OR LEVER HANDLES. C) DOOR

CLOSERS MEET ADA FORCE AND SWEEP PERIOD REQUIREMENTS.

13. LOCATE ALL DOOR CLOSERS ON INTERIOR ROOM SIDE OF DOOR.

14. ALL DOORS TO BE 1-3/4' THICK UNO.

15. COORDINATE ALL ELECTRICAL HARDWARE REQUIREMENTS WITH

ELECTRICAL DRAWINGS & SPECIFICATIONS. SEE ELECTRICAL FOR

HARDWARE REQUIREMENTS WHERE NOTED TO RECEIVE ACCESS

CONTROL.

16. OVERHEAD COILING DOOR COMPONENT FINISH SHALL BE EQUAL TO

"ARMORBRITE" POWDER COAT SYSTEM. COLOR SHALL BE SELECTED

BY CONTRACTING OFFICER FROM FULL RANGE OF INDUSTRY COLORS

AND DENSITIES.

17. DOOR TYPE 2 VIEW LITE SHALL BE 1/4" SAFETY GLASS.

18. HARDWARE SETS LISTED ARE BASIS OF DESIGN. COORDINATE FINAL

HARDWARE SCHEDULE WITH CONTRACTING OFFICER.

WINDOW TYPES GENERAL NOTES:

1. ALL FRAMES 2-1/2" IMPACT RESISTANT UNO.

2. ALL GLAZING IN EXTERIOR ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS AND ALUMINUM WINDOWS SHALL BE 1-5/8"

WINDBORNE-DEBRIS-IMPACT-RESISTANT LAMINATED GLASS.

3. ALL WINDOWS TO RECEIVE 2" BLINDS.

DOOR SCHEDULE KEY NOTES:

1. PROVIDE SIMPLEX 5-BUTTON COMBINATION LOCK OR EQUAL

(COMPATIBLE WITH PANIC DEVICES).

A-501

3'-0"

EQ EQ

2'-0

3/4" PLYWD

1X BLOCKING

1X2 TRIM TYP.

PLAM

2X4 FRAMING SUPPORTS

BASE AS SCHEDULED

1"X4" TRIM

1"X2" TRIM

ADJ SHELVES

2'-0

1'-0"

ADJ SHELF

MILLWORK NOTES:

1. ALL SURFACES EXPOSED TO VIEW SHALL BE FINISHED

INCLUDEING ENDS ADJACENT TO REFRIGERATORS.

2. ALL EXPOSED SURFACES OF CABINET SHALL BE COVERED

IN PLAM UNO.

3. ALL DOORS, CABINET BOTTOMS, SHELVES, SIDE, VERTICAL

DIVIDERS, AND TOPS SHALL BE CONSTRUCTED OF 3/4"

PLYWD COVERED IN PLAM.

PLAM COUNTERTOP

AND BACKSPLASH

K-3427HIGHLINETOILETSVITREOUS CHINAK-2005KINGSTON C_LAVATORY VITREOUS CHINA

K-2005KINGSTON C_LAVATORY VITREOUS CHINA K-3427HIGHLINETOILETSVITREOUS CHINA

2'-0"

1'-6"

GRAB BAR, (TYP)

TOILET

PAPER

HOLDER

NOTES:

1. INTERIOR FINISHES ARE NOT SHOWN. THE ELEVATION

IS INTENDED TO SHOW ADA REQUIREMENTS ONLY.

2. ELEVATION MAY BE SIMILAR BUT OPPOSITE. VERIFY

WITH FLOOR PLAN.

WALL PROTECTION

SANITARY WALL FINISH

CAULK ALL EDGES

UTILITY SHELF W/ MOP &

BROOM HOLDER &

HOOKS

MOP SINK

SEALANT AT ALL JOINTS

SOLID SURFACE

BACKSPLASH

2'-0"1'-0"

1'-6"

GRAB BAR, (TYP)

TOILET PAPER

HOLDER

NOTES:

1. INTERIOR FINISHES ARE NOT SHOWN. THE ELEVATION IS INTENDED TO

SHOW ADA REQUIREMENTS ONLY.

2. ELEVATION MAY BE SIMILAR BUT OPPOSITE. VERIFY WITH FLOOR PLAN.

3. PROVIDE BLOCKING AS REQUIRED AT ALL WALL MOUNTED ACCESSORIES.

MATCH MANUF. RECOMMENDATIONS FOR ALL ITEMS.

WALL FINISH, SEE

SCHEDULE.

SOAP DISPENSER,

N.I.C.

2'-0" 1'-0"

1'-6"

18" MIN.

5'-0" MIN.

TOILET ACCESSORY SCHEDULE:

A. FTD - FACIAL TISSUE DISPENSER

B. GB - GRAB BAR - 42", 1-1/2" DIAMETER

C. GB - GRAB BAR - 36, 1-1/2" DIAMETER

D. GB - GRAB BAR - 18", 1-1/2" DIAMETER

E. MM - MIRROR, METAL

F. SND - SANITARY NAPKIN DISPOSER

G. SD - SOAP DISPENSER

H. TTD - TOILET TISSUE DISPENSER

I. WR - WASTE RECEPTACLE

J. MH - MOP AND BROOM HOLDER

GRAB

BAR (TYP)

TOILET

PAPER

HOLDER

NOTES:

1. INTERIOR FINISHES ARE NOT SHOWN. THE ELEVATION

IS INTENDED TO SHOW ADA REQUIREMENTS ONLY.

2. ELEVATION MAY BE SIMILAR BUT OPPOSITE. VERIFY

WITH FLOOR PLAN.

1'-0"3'-6"

3'-4"

D. KINMAN A. MARASCA

MAHG 17-9002

36 AES WAREHOUSE/OFFICE

XX.X

L P K a r c h i t e c t s www.GSEeng.com

CONSULTING ENGINEERS

MobileNashvilleGulfport

1816 Pass Rd. Gulfport, MS 39501

(T)228-864-5050 (F)228-864-7744

These documents are the sole property of LPK Architects P.A.

LPK ARCHITECTS, P.A.

2208 18TH ST, SUITE D

GULFPORT, MISSISSIPPI 39501

P.O. BOX 7117

GULFPORT, MISSISSIPPI 39506

P : 2 2 8 . 3 8 2 . 3 1 2 2

F : 6 0 1 . 6 9 3 . 8 6 4 0

X X

10-10-17

JKOJKO

JKO

VARIES A-501

WINDOW TYPES

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

DOOR TYPES

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

DOOR FRAME TYPES

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

OPENING SCHEDULE, FRAME TYPES, DOOR TYPES,

ENLARGED TOILET PLAN AND TOILET ELEVATIONS

MILLWORK ELEVATION

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

MILLWORK SECTION

SCALE: 3/4" = 1'-0"

ENLARGED FLOOR PLAN

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

RESTROOM INTERIOR ELEVATION (TYP)

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

ADA TOILET FRONT

MOP SINK INTERIOR ELEVATION

SCALE: 3/4" = 1'-0"

ADA TOILET SIDE

SCALE: 3/4" = 1'-0"

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AIR EDUCATION AND TRAINING COMMAND

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DATE

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REVISION

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UNITED STATES AIR FORCE

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MISSISSIPPI

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FACILITY NUMBER:

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SHEET OF

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DRAWING NUMBER:

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BILOXI

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RECOMMENDED:

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SUBMITTED:

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SCALE:

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PROJECT NUMBER:

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CHECKED:

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DATE:

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DESIGNED:

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DRAWN:

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OFFICE OF CIVIL ENGINEERS

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KEESLER AIR FORCE BASE

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PROFESSIONAL SEAL:

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AutoCAD SHX Text John K. Olsen, Jr.

5/8" TYPE X GYP BD ON 3-5/8"

MTL STUDS @ 16" OC

STRUCTURAL CHANNEL

IMPACT RESISTANT ALUM

WINDOW & GLAZING

BACKER ROD & SEALANT

CONT AROUND ALL AOUND

FRAME, BOTH SIDES (TYP)

BRICK VENEER

AIR SPACE

THRU-WALL FLASHING

FULL OPEN HEAD WEEP HOLES @

24" OC W/ MORTAR NET WEEP

VENTS (TYP)

LINTEL ANGLE - SEE SRUCT

FLUID APPLIED AIR &

MOISTURE BARRIER

5/8" FIBER REINF EXT GYP

BD SHEATHING ON 3-5/8"

MTL STUDS @ 16" OC

BETWEEN WALL GIRTS

CONTINUOUS R-19 (MIN)

UNFACED BATT UNSUL

5/8" TYPE X GYP BD ON 3-5/8"

MTL STUDS @ 16" OC

STRUCTURAL CHANNEL

BACKER ROD & SEALANT

CONT AROUND ALL AOUND

FRAME, BOTH SIDES (TYP)

BRICK VENEER

AIR SPACE

IMPACT RESISTANT ALUM

WINDOW & GLAZING

FLUID APPLIED AIR &

MOISTURE BARRIER

5/8" FIBER REINF EXT GYP

BD SHEATHING ON 3-5/8"

MTL STUDS @ 16" OC

BETWEEN WALL GIRTS

CONTINUOUS R-19 (MIN)

UNFACED BATT UNSUL

THRU-WALL FLASHING

TRTD WD BLOCKING

BRICK ROWLOCK

SOLID SURFACE WINDOW

SILL

5/8" TYPE X GYP BD ON 3-5/8"

MTL STUDS @ 16" OC

BRICK VENEER

FLUID APPLIED AIR &

MOISTURE BARRIER

AIR SPACE

5/8" FIBER REINF EXT GYP

BD SHEATHING ON 3-5/8"

MTL STUDS @ 16" OC

BETWEEN WALL GIRTS

PRE-FIN SUBSILL W/ END

DAMS SET IN A BEAD OF

CONT SEALANT

IMPACT RESISTANT ALUM

WINDOW & GLAZING

SIDEWALK - SEE CIVIL

BRICK VENEER BYND

IMPACT RESISTANT ALUM

ENTRANCE DOOR

1/2" COMPRESSIBLE EJ

W/ LIQUID FILLER

5/8" TYPE X GYP BD BYND

IMPACT RESISTANT ALUM

FRAMING BYND

CONC SLAB - SEE STRUCT

SIDEWALK - SEE CIVIL

BRICK VENEER BYND

IMPACT RESISTANT ALUM

WINDOW & GLAZING

1/2" COMPRESSIBLE EJ

W/ LIQUID FILLER

5/8" TYPE X GYP BD BYND

CONC SLAB - SEE STRUCT

PRE-FIN SUBSILL W/ END

DAMS SET IN A BEAD OF

CONT SEALANT

BACKER ROD & SEALANT

CONT AROUND ALL AOUND

FRAME, BOTH SIDES (TYP)

CONT SEALANT

5/8" TYPE X GYP BD ON 3-5/8"

MTL STUDS @ 16" OC

STRUCTURAL CHANNEL

PRE-FIN MTL WALL PANELS

PRE-FIN DRIP FLASHING

FLUID APPLIED AIR &

MOISTURE BARRIER

5/8" FIBER REINF EXT

GYP BD SHEATHING ON

3-5/8" MTL STUDS @ 16"

OC BETWEEN WALL

GIRTS ON 3-5/8" MTL

STUDS @ 16" OC

BETWEEN WALL GIRTS

CONTINUOUS R-19 (MIN)

UNFACED BATT UNSUL

STRUCT STEEL GALV AND

PAINTED BENT PLATE

INSUL OVHD COILING DOOR

STRUCTURAL CHANNEL

BACKER ROD AND SEALANT

FLUID APPLIED AIR &

MOISTURE BARRIER

5/8" FIBER REINF EXT GYP

BD SHEATHING ON 3-5/8"

MTL STUDS @ 16" OC

BETWEEN WALL GIRTS

CONTINUOUS R-19 (MIN)

UNFACED BATT UNSUL

STRUCT STEEL GALV AND

PAINTED BENT PLATE

INSUL OVHD COILING DOOR

5/8" TYPE X GYP BD ON 3-5/8"

MTL STUDS @ 16" OC

BRICK VENEER

MASONRY TIES @ 16" OC

EW. PROVIDE 3-5/8" MTL

STUD BACKUP AS REQ'D

BETWEEN WALL GIRTS

RAMP - SEE CIVIL

BRICK VENEER BYND

IMPACT RESISTANT ALUM

ENTRANCE DOOR

1/2" COMPRESSIBLE EJ

W/ LIQUID FILLER

INSUL OVHD COILING DOOR

PROVIDE CRUSH SENSOR

AND NOTIFICATION HORN

GALV AND PAINTED BENT

PLATE BYND - BY MTL BLDG

MANUF

PROVIDE 1/4" (MAX) SLAB

RECESS @ OVHD DOOR

PRE-FIN MTL WALL PANELS

PRE-FIN MTL TRIM

FLUID APPLIED AIR &

MOISTURE BARRIER

STRUCT STEEL GALV AND

PAINTED BENT PLATE

STRUCTURAL CHANNEL

CONTINUOUS R-19 (MIN)

UNFACED BATT UNSUL

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