BLDG._503_EXTERIOR_UPGRADE_SET_sow.pdf

OGDEN, UTAHHILL AIR FORCE BASE

PROJECT ARCHITECT

GSBS ARCHITECTS

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

PHONE 801.521.8600

FAX 801.521.7913

GTS

GSBS

M. KEMSLEY

A-E DESIGNER

A-E FIRM

DESCRIPTION BY

DRAWN BY

OGDEN, UTAH

DATE

DATE

DATE

DATE

REVISION

DATE

DATE

DATE

HILL AIR FORCE BASE

ELECTRICAL REVIEW

MECHANICAL REVIEW

CIVIL/STRUCTURAL REVIEW

PHYS HANDICAP/INT DESIGN

BASE COMPREHENSIVE PLANNER

ARCHITECTURAL COMPATIBILITY

DEPARTMENT OF THE AIR FORCE

OGDEN AIR LOGISTICS CENTER

75TH CIVIL ENGINEERING GROUP

DATE

DATE

DATE

DATE DATE

BASE FILE NO.

KRSM 092001 A/B/C

PROJECT NO.

BASE PROJECT MANAGER

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

COMMUNICATIONS

SAFETY

DATE FIRE DEPARTMENT

BIOENVIRONMENTAL REVIEW

ENVIRONMENTAL REVIEW

CUSTOMER-FUNCTIONAL REVIEW

CORROSION ENGINEER

ENERGY CONSERVATION REVIEW

FIRE PROTECTION REVIEW

SECURITY FORCES

CHIEF ENGINEER

775 CES COMMANDER

CHIEF PROJECT MANAGEMENT

MAINTENANCE ENGINEERING

APPROVED-75 CEG

WO

COVER SHEET

EXTERIOR UPGRADE

092001 A/B/C

ELECTRICAL ENGINEER

EDG ENGINEERING

3580 SOUTH 6000 WEST

WEST VALLEY CITY, UT 84128

PHONE 801.397.3535

FAX 801.315.0702

NOTE:

REFER TO SPECIFICATION

SECTION 01000 FOR GENERAL

REQUIREMENTS RELATED

TO THIS WORK

ARCHITECTURAL REVIEW DATECIVIL ENGINEER

CALDWELL RICHARDS SORENSEN

2060 EAST 2100 SOUTH

SALT LAKE CITY, UT 84109

PHONE 801.359.5565

FAX 801.359.4272

COST ESTIMATING

PARAMETRIX

7186 SOUTH HIGHLAND DRIVE

SALT LAKE CITY, UT 84121

PHONE 801.733.5900

FAX 801.733.5500

STRUCTURAL ENGINEER

REAVELEY ENGINEERS

675 EAST 500 SOUTH, SUITE 400

SALT LAKE CITY, UT 84102

PHONE 801.486.3883

FAX 801.485.0911

FRAGMENT RETENTION FILM

FAMILY SUPPORT CENTER

HILL AIR FORCE BASE

GENERAL CONTRACTOR

FIRE EXTINGUISHER

EXPANSION JOINT

CABINET

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

CONTRACTOR INSTALLED

ELEVATION

EQUAL

EACH SIDE

EXISTING

EXPANSION

EXTERIOR

ELECTRIC WATER COOLER

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FINISH FLOOR

FINISH

FLOOR

FOOTING

GAGE/GAUGE

GALVANIZED

GOVERNMENT FURNISHED

GROUND

GOVERNMENT

GYPSUM WALL BOARD

GYPSUM WALL BOARD

HANDICAPPED

HARDWARE

HOLLOW METAL

HORIZONTAL

HOUR

ELEVATION

GALLONS PER MINUTE

GALLON

EACH FACE

HEADED STUD ANCHOR

EACH WAY

CONSTRUCTION JOINT C.J. GALV.

CONTRACTION JOINT

CONCRETE MASONRY UNIT

CONCRETE

CONTINUOUS

CONSTRUCTION

COORDINATE

DEPARTMENT

DEFORMED BAR ANCHOR

DIA.

DTL.

DWGS.

DEPT

DET.

D.B.A.

DIAMETER

DETAIL

DRAWINGS

DETAIL

C.T.J.

CLG.

CLR.

CMU

COL.

CONC.

CONT.

CONST.

COORD.

DBL. DOUBLE

CEILING

CLEAR

COLUMN

H.A.F.B.

H.S.A.

HC.

HDW.

H.M.

HORIZ.

HR.

GYP. BD.

GND.

GOVT.

GWB.

GPM

G.C.

GFGI

GFCI

L ANGLE

TESTING MATERIALS

ADJUSTABLE

ABOVE FINISH FLOOR

AMERICAN SOCIETY FOR

BITUMINOUS

BENCHMARK

BOTTOM OF

APPROXIMATE

BASE PLATE

ANCHOR BOLT

ARCHITECTURAL

BITUM.

BD.

BLDG.

B.M.

B.O.

BRG.

BTWN.

CER.

B.P.

BOT. BOTTOM

BEARING

BETWEEN

CERAMIC

BOARD

BUILDING

ADJ.

A.F.F.

ALUM.

A.S.T.M.

APPROX.

A.B.

ARCH.

ABV.

ALUMINUM

ABOVE

F.E.

FLR.

F.R.F.

FTG.

GA.

GAL.

FT. FEET

F.E.C.

F.F.

FIN.

EXPAN.

F.S.C.

EXT.

E.W.C.

F.D.

FDN.

ELEV.

EQ.

E.S.

EXIST.

E.W.

CENTER LINE

CL

NUMBER

AT

DIAMETER

E.J.

EA.

EL.

E.F.

EACH

N.T.S. NOT TO SCALE

T.O.W.

U.N.O.

PL. LAM.

P.S.I.

PNTD.

PROT.

P.S.F.

P.L.F.

OHD

PERP.

OPP.

PART.

P.C.F.

O.C.

O.D.

O.H.

O.F.

VCT PLASTIC LAMINATE

POUNDS PER SQUARE INCH

POUNDS PER LINEAL FOOT

SQUARE FOOT

PROTECTION

POUNDS PER

PAINTED

W/

WD.

VERT.

VEST.

VNR.

OUTSIDE DIAMETER

POUNDS PER CUBIC FOOT

OVERHEAD DOOR

PERPENDICULAR

OPPOSITE

PARTITION

ON CENTER

OVERHEAD

OUTSIDE FACE

TV

VCR

T.O.F.

T.O.S.

TYP.

VINYL COMPOSITION

WITH

WOOD

TILE

VERTICAL

VESTIBULE

VENEER

VIDEO CASSETTE

TOP OF FOOTING

TOP OF SLAB

TOP OF WALL

UNLESS NOTED

TELEVISION

RECORDER

OTHERWISE

OR SIDWALK

TYPICAL

REINF.

REQ'D

SPEC.

SUSP.

T.O.C.

SUPER.

SCHED.

I.D. INSIDE DIAMETER

MISC.

M.O.

MTL.

N.I.C.

NO.

MECH.

MIN.

MAT.

MFR.

M.C.J.

LAV.

LT.

MANUF.

MAINT.

MAX.

LT. WT.

INFO.

INSUL.

I.F.

IN.

MASONRY OPENING

NOT IN CONTRACT

MASONRY CONTROL JOINT

MISCELLANEOUS

METAL

NUMBER

MECHANICAL

MATERIAL

MANUFACTURER

MINIMUM

T

THRU

T.O.

T.O.A.

STD.

STR.

LAVATORY

MANUFACTURER

MAINTENANCE

LIGHT WEIGHT

LIGHT

MAXIMUM

INFORMATION

INSULATION

INSIDE FACE

INCHES

SHT.

SQ.

ST

SIM.

STC

RM.

R.O.

SHR.

HYD

HT.

HVAC

AIR CONDITIONING

HEATING/VENTILATION/

HYDRANT

HEIGHT

R.D.

RAD.

QTY.

REQUIRED

TEMPERED GLASS

TOP OF ASPHALT

TOP OF CURB

THROUGH

TOP OF

COEFFICIENT

STANDARD

STRUCTURAL

SUSPENDED

SUPERVISER

ROUGH OPENING

SPECIFICATION

SOUND TRANSMISSION

SHEET

SQUARE

STEEL

SIMILAR

ROOM

SHOWER

SCHEDULE

ROOF DRAIN

RADIUS

REINFORCED

QUANTITY

GRAVEL

EARTH

QUARRY/CERAMIC TILE

CONCRETE (POURED IN PLACE)

GYPSUM BOARD OR SETTING BEDS

INSULATION (BATT & BLANKET)

INSULATION (RIGID/SEMI-RIGID)

PLYWOOD

CONTINUOUS ROUGH WOOD

METAL (LARGE SCALE)

BLOCKING, ROUGH WOOD

FACE BRICK

CONCRETE MASONRY UNIT

PROJECT LOCATION

A

B

C

D

(TYP FOR ALL SHEETS)GENERAL NOTES:

SOUTH GATE

WEST GATE

CONTRACTING

6038 ASPEN AVE

BLDG. 1289

NE

SECURITY POLICE BLDG. 1219

ROY GATE

NORTH GATE

CIVIL ENGR

BLDG 593

FIRE DEPARTMENT

BLDG. 9

RCP REFLECTED CEILING PLAN

GENERAL

1. G001 COVER SHEET

2. G002 INDEX, CODE CRITERIA, MAPS,

ABBREVIATIONS

CIVIL

3. C101 SITE PLAN SOUTH

4. C101A STRIPING PLAN

5. C102 SITE PLAN NORTH

6. C103 SITE PLAN DETAILS

7. C104 SITE PLAN DETAILS

8. C105 SITE PLAN DETAILS

9. C501 SITE DETAILS

10. C502 SITE DETAILS

LANDSCAPE

11. LS-101 LANDSCAPING AND PLANTING PLAN

ARCHITECTURAL

12. A101 SITE PLAN SOUTH

13. A102 SITE PLAN NORTH

14. A102A STRIPING PLANS

15. A501 DETAILS

STRUCTURAL

16. S-001 GENERAL STRUCTURAL NOTES

17. S-002 GENERAL STRUCTURAL NOTES

18. S-101 STRUCTURAL PLANS

19. S-501 FOOTING AND FOUNDATION DETAILS

& SCHEDULES

20. S-502 STRUCTURAL DETAILS

21. S-503 FOOTING AND FOUNDATION DETAILS,

SCHEDULES

ELECTRICAL

22. E0.1 NOTES - SYMBOLS - SCHEDULES

23. E0.2 ELECTRICAL DETAILS

24. E4.0 BLDG 503 REPAIRS AND SECURITY

GATES

25. E4.1 BLDG 503 REPAIRS AND SECURITY

GATES

26. E4.2 BLDG 503, 507, AND 509 SECURITY

UPGRADES

E X

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G R

A D

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IN

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A

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C O

N

ST

NOTES

GENERAL STRUCTURAL GSN

IBC INTERNATIONAL BUILDING

CODE

IR IRRIGATION

EXISTING EXG

5 EA.

5 EA.

5 EA.

5 EA.

MATCH LINE - SEE SHEET C102

GRAPHIC SCALE

( IN FEET )

020 10 20 40

1" = 20'-0"

N

SEE DETAIL - SHEET C103

SEE DETAIL - SHEET C105

SEE DETAIL - SHEET C104

19 EXISTING SMOKING

SHELTERS

8 EA.

BLDG. 503A

E X

TE

R

IO

R

U P

G R

A D

E B

U

IL

D

IN

G

S

IT

E P

LA

N

(S

O U

TH

R

EP

A

IR

/M

IN

O R

C O

N

ST

EXISTING

BLDG. 507

CONCRETE EXTERIOR SPECIFICATION: BUILDING 503/503A /503B

COLUMNS, STEPS, BOLLARDS AND CONCRETE REPAIR- BASIS OF DESIGN

SCOPE: TO PROVIDE LONG TERM PRESERVATION TO EXTERIOR BUILDING

APPURTENANCES WHILE ENHANCING SAFETY. ENSURE MANUFACTURERS

DATA IS FOLLOWED EXPLICITLY.

COLUMNS: CHIP OR GRIND THE CONCRETE FROM AROUND THE BASE

(ONLY ABOUT 1/8TH INCH TO OPEN THE GAP FOR APPLICATION). WITH A

PFERD POWER WIRE BRUSH CLEAN COLUMN DOWN INTO GAP AS FAR AS

FEASIBLE. WITH A VACCUM CLEAN OUT ALL DEBRIS IN JOINT AREA AND

THEN INJECT LOCTITE EXTEND (75448 GAL. OR 75430 QT.) INTO THE BASE

CAVITY TO CONVERT THE RUST. AFTER APPROPRIATE CURE TIME OF

LOCTITE EXTEND COMPLETELY FILL BASE CAVITY WITH WHITE LIGHTNING

POLYURETHANE SEALER (WL091160A) SO IT IS FLUSH WITH CONCRETE.

SAND BLAST THE LOWER 24 INCHES OF ALL COLUMNS TO INSURE ALL

RUST IS REMOVED. APPLY LOCTITE EXTEND TO CLEANED SURFACE AND

ALLOW APPROPRIATE CURE TIME. APPLY HIGH GLOSS POLYURETHANE

COATING (KRYLON K0408 SERIES SANDSTONE) TO PRIMED AREA. USE

WHITE LIGHTNING POLYURETHANE SEALER (WL091160A) TO FILL JOINT

WHERE COLUMN AND CONCRETE JOIN TO ACHIEVE A RAISED TAPERED

SEAL TO STOP WATER INGRESS INTO JOINT.

STEPS: REMOVE METAL BULL NOSE PLATES FROM STEPS AND

SANDBLAST ENTIRE STEP AREA. IF REQUIRED REINSTALL WITH NEW

ANCHORS AND REPLACE ANY DAMAGED METAL BULL NOSE PLATES. SAND

BLAST METAL BULL NOSE PLATES AND COAT WITH HIGH GLOSS

POLYURETHANE COATING (KRYLON K0408 SERIES GRAY), APPLY SHARK

GRIP ADDITIVE (50.055005-99) TO OUTER WALK SURFACE OF PLATES. FILL

VOIDS IN CONCRETE WITH LOCTITE MAGNA-CRETE, MIXED TO

APPROPRIATE CONSISTENCY DEPENDENT UPON VERTICAL, HORIZONTAL

AND DEPTH REQUIREMENTS. USING THE HIGH GLOSS POLYURETHANE

COATING (KRYLON K0408 SERIES GRAY) WITH SHARK GRIP ADDITIVE

(50.055005-99) COAT ENTIRE STEP SURFACE. APPLY MINIMUM SHARK

GRIP ADDITIVE (50.055005-99) TO PLATE INSET AREA. REINSTALL METAL

BULL NOSE PLATES. USING WHITE LIGHTNING POLYURETHANE SEALER

(WL091160A) SEAL ALL JOINTS AROUND METAL BULL NOSE PLATES TO

STOP WATER INGRESS UNDER BULL NOSE PLATES.

BOLLARDS: SAND BLAST SURFACE TO REMOVE ALL LOOSE MATERIAL.

APPLY THE HIGH GLOSS POLYURETHANE COATING (K0408 SERIES,

SANDSTONE) TO PREVENT FURTHER DEGRADATION OF SURFACE.

CONCRETE REPAIR: METICULOUS SURFACE PREPARATION IS ESSENTIAL.

CONTRACTOR SHALL DEMONSTRATE THIS AND HAVE A QUALITY

VERIFICATION PROGRAM ENSURING COMPLIANCE WITH

MANUFACTURERS SPECIFICATIONS. REPAIR MATERIALS USED SHALL BE

PART OF A DESIGNED AND ENGINEERED SYSTEM SPECIFICALLY FOR

ADDRESSING THE COMPLETE CONCRETE REPAIR REQUIREMENTS OF

THIS PROJECT. E.G. HENKEL FIXMASTER CRACK FILLER NON SAG OR

EQUAL IS AN APPROVED PRODUCT AS IT IS PART OF A ENGINEERED

SYSTEM.

GRAPHIC SCALE

( IN FEET )

040 20 40 80

1" = 40'-0"

N

BLDG. 503A

E X

TE

R

IO

R

U P

G R

A D

E B

U

IL

D

IN

G

S

TR

IP

IN

G P

LA

N

R

EP

A

IR

/M

IN

O R

C O

N

ST

EXISTING

BLDG. 507

GENERAL NOTES:

CONTRACTOR SHALL RE-STRIPE EXISTING PARKING LOT BETWEEN

BUILDING 503 AND BUILDING 509. MATCH EXISTING STRIPING,

CONFIGURATION, AND COLOR.

CONTRACTOR SHALL VERIFY STRIPING REQUIREMENTS/QUANTITIES

BEFORE BIDDING.

CLEAN PARKING LOT AND PREP PER MANUFACTURERS

SPECIFICATIONS PRIOR TO APPLYING PAINT STRIPING.

BLDG. 509

MATCH LINE - SEE SHEET C101

GRAPHIC SCALE

( IN FEET )

020 10 20 40

1" = 20'-0"

N

SEE DETAIL - SHEET C105

SEE DETAIL - SHEET C103

21 NEW SMOKING SHELTER ON 12'-0" X 20'-4" X 6" CONCRETE PAD

COORDINATE ACTUAL PAD SIZE WITH SMOKE SHELTER MANUFACTURER.

BLDG. 503

BLDG. 503 H

VAN POOL

PARKING ONLY

E X

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(N

O R

TH

R

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A

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IN

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O N

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VAN POOL

PARKING ONLY

VAN POOL

PARKING ONLY

VAN POOL

PARKING ONLY

MOTORCYCLE

PARKING

TRAFFIC LIGHT POLE

LIGHT POLE

FRONT TIRE

FIRE LANE

TELEPHONE POLE

LIGHT POLE

BLDG.

FURNISH & INSTALL L4"x4"x3/8"

HEIGHT OF WALL, PRIME AND

PAINT DAKOTA BROWN. ATTACH

ANGLE WITH 1/2"x6" EPOXY

ANCHORS @ 12" O.C.

010 5 10 20

1" = 10'-0"

N

KEY NOTES

E X

TE

R

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G R

A D

E (N

O R

TH

B U

IL

D

IN

G

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D

E

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ST

BLDG. 501

010 5 10 20

1" = 10'-0"

N

NEW 4' SIDEWALK

WITH CURB WALLS

PAINT CURB RED TO 15'

NORTH AND SOUTH OF

FIRE HYDRANT

INSTALL NEW

HANDICAPPED

RAMP, WITH CURB

WALL. DOME

COLOR: GRAYNEW PACER

PROTECT FENCE

NEW 6' SIDEWALK

8 NEW 4' SIDEWALK

EXISTING GATE 37P HARDWARE TO BE

IDENTICAL TO GATE 36P

REQUIREMENTS AS SPECIFIED ON C105

SAWCUT AND REMOVE EXISTING ASPHALT

AND CURB & GUTTER AS REQUIRED.

INSTALL NEW CONCRETE WITH CURB WALL,

MATCH EXISTING ASPHALT ELEVATION

NEW CURB

WALL

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.2

6'

7.

.0 0'

.6

0' 6.

7.

15.21'

21.21'

6.00'

1.00'

16.00'

1.00'

.4

9' 5.

16.69' 5.52'1.15'

BLDG. 503A

INSTALL GALVANIZED "C" CHANNEL

12" THICK WALL - C15x33.9 8" THICK WALL - C10x15.3

CONTRACTOR TO VERIFY WALL THICKNESS,

ATTACH CHANNEL WITH 1/2"x6" EPOXY

ANCHORS @ 12" O.C.

010 5 10 20

1" = 10'-0"

N

4" PVC DRAIN PIPE TEE INTO

EXISTING BLOWOFF LINE

1 7

SAWCUT AND REMOVE EXISTING CURB & GUTTER AND

SIDEWALK. INSTALL NEW CURB & GUTTER AND CONCRETE

APRON, DRAINING TO NEW 2' X 2' CATCH BASIN.

GATE 36P - REMOVE EXISTING GATE POST.

INSTALL NEW 6" DIA. CONCRETE FILLED POST.

DESIGN HINGES FOR 5000 USES PER DAY. MAN

GATE TO HAVE AUTOMATIC CLOSURE SYSTEM

FOR THIS HEAVY USE E.G. INGERSOLL RAND OR

EQUIVALENT. CONTRACTOR TO SUBMIT

PROPOSED SYSTEM FOR APPROVAL BY

ENGINEER AND GOVERNMENT. SET GATE

OPENING PRESSURE TO 15 LBF.

CONTRACTOR: TO PROVIDE SPARE HINGE AND

CLOSURE ASSEMBLIES

REMOVE EXISTING

FENCE CONTROLS

AND PHONE

SEE ELEC. DWG.

EXISTING SD

INLET

CUT PIPE FLUSH

TO PAVEMENT

(APPX. LOCATION)

CONTROL PANEL

FOR GATE ACCESS

SEE ELECTRICAL

PLANS

DEMO EXISTING FENCE

NEW GATE

E X

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CONNECT TO EXISTING

18" RCP

REPLACE

PEDESTRIAN

STRIPING TO

CENTER ON NEW

HANDICAP RAMP.

REMOVE CROSSWALK

STRIPING FROM EXISTING

PAVEMENT.

EXISTING BLOW-OFF LINE

CUT IN 2 METER (6.56') LONG ACO

K100S TRENCH DRAIN TO ALLEVIATE

WATER PONDING SEE DETAIL 7/C501

RIVER ROCK

1.0 % MIN.

1.5 % MIN.

SEE CURB DETAIL 2/501

1.3 % MIN.

BLDG. 503A

BLDG. 503

R1.00'

DOME COLOR: GRAY

EX

TE

RI

OR

U

PG

RA

DE

BU

ILD

IN

G

SI

TE

D

ET

AI

LS

C501

R

EP

A

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EX

TE

RI

OR

U

PG

RA

DE

BU

ILD

IN

G

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D

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AI

LS

C502

R

EP

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IN

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ST

GEOTEXTILE FABRIC, MIRAFI

140N OR EQUAL

CONCRETE BLOCK TO SUPPORT

RINGS

GRADED ROCK, 2" MINUS

C.I. STEPS @ 12" O.C.

STANDARD OFFSET CONE SECTION

NATIVE EXCAVATED SOIL,

COMPACTED IN 6" LAYERS

INSTALL ONE 6" GRADE RING

4 FOOT PERFORATED SECTIONS WITH

1" DIAMETER PERFORATIONS, SPACED

@ 12" O.C. BOTH DIRECTIONS

DO NOT MORTAR JOINTS

FINISHED GRADE

30" M.H. RING AND COVER

(A-1180 D&L SUPPLY CO. OR EQUAL)

TOPSOIL AND SOD PER LANDSCAPE PLANS

1'-10"

2'- 0"

3'- 0"

3'-0"

4" (TYP.)

COLOR: WHITE

FED. STD. #17875

STANDARD INTERNATIONAL

SYMBOL OF ACCESSIBILITY

COLOR: LIGHT BLUE

FED. STD. #15123

HANDICAPPED SYMBOL

PAVEMENT MARKING

NONE

RA

MP

D

OW

N

EXISTING SOD

RIVER ROCK

RIVER ROCK

RIVER ROCK

FENCE

55±

GRAPHIC SCALE

( IN FEET )

030 15 30 60

1" = 30'-0"

N

EX

TE

RI

OR

U

PG

RA

DE

BU

ILD

IN

G

LA

ND

SC

AP

IN

G

AN

D

PL

AN

TI

NG

P

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LS-101

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SCALE:

U

IL

D

IN

G

NOTES:

1. REPLACE BROKEN WINDOW IN GUARD SHACK

2. INSTALL AWNING TO COVER KEY PAD. SEE DETAIL A1/A501.

3. REMOVE FENCE BETWEEN MAIN FENCE AND GUARD SHACK. RELOCATE PHONE TO

MAIN FENCE.

4. INSTALL PAINTED STEEL AWNING OVER ENTRY AS SHOWN. ROOF TO BE STANDING

SEAM METAL.

5. REPLACE DOOR SWEEPS AND SEALS. CAULK AS REQUIRED TO PREVENT INGRESS OF

STANDING WATER. TEST TO VERIFY COMPLIANCE.

6. REPOINT EXTERIOR MASONRY AS REQUIRED, PARTICULARLY THE SOUTHWEST CORNER

OF BUILDING 503A AND BUILDING 503. MATCH COLOR TO EXISTING.

7. PROVIDE RAKE FLASHING AT EXISTING CANOPY. PRE-FINISHED METAL TO MATCH

EXISTING METAL ROOFING. SEE DETAIL A2/A501.

8. BREAK AREA CANOPY. PROVIDE 16'X24' PRE-FINISHED METAL CANOPY WITH

STANDING SEAM METAL ROOF. BASIS OF DESIGN POLYGON HIP ROOF RECTANGLE

SHADE STRUCTURE, OR EQUAL. COLOR TO MATCH DAKOTA BROWN.

9. PROVIDE VINYL COATED 5'-6"X10' PICNIC TABLES, DAKOTA BROWN, TYPICAL OF 4.

10. EMERALD MAPLE, TYP. OF 6.

11. PROVIDE SHARK GRIP MICRONIZED POLYMER MEDIA FOR AGGRESSIVE ANTI-SLIP AT ALL

EXTERIOR STAIRS. GENERAL CONTRACTOR TO VERIFY QUANTITY AND LOCATIONS

WITH AIR FORCE REPRESENTATIVE DURING PRE-BID WALK-THROUGH.

12. NEW CANOPY EXTENSION. MATCH SLOPE AND PAINT COLOR OF EXISTING ADJACENT

CANOPY. SEE STRUCTURAL FOR FRAMING LAYOUT.

13. INSTALL RADIUSED PROTECTIVE EDGE BROWN ANODIZED ALUMINUM ANGLE AT

CORNER TO A HEIGHT OF 5'-0" ABOVE FINISH GRADE.

14. FIX CANOPY LEAKS ABOVE STAIRS. SEE NOTE 25 ON C103.

15. PROVIDE HANDRAIL ON WEST WALL OF RAMP.

16. PROVIDE WINDOW IN DOOR. REPAIR DOOR AS REQUIRED.

NORTH

12'-0" 6'-0"

'-0

'-0

SEE 2/A101 FOR

CONTINUATION.

SEE CIVIL SHEET

C101A FOR

PARKING LOT

RE-STRIPING

(ABOVE)

ABOVE14

LINE

MATCH

LINE

MATCH

SEE 1/A101 FOR

CONTINUATION.

IL

D

IN

G

NOTES:

1. PRESSURE WASH BUILDING 503H TO REMOVE ACCUMULATED OIL FILM. PROVIDE

WASH AND SAFETY PLAN PRIOR TO COMMENCEMENT OF WORK FOR APPROVAL.

2. PROVIDE POWERED DOOR OPENER FOR MAN DOOR.

3. PROVIDE POWERED DOOR OPENER FOR OVERHEAD DOOR WITH INDUSTRIAL GRADE

METALLIC ENCLOSURE.

4. REPLACE DOOR SWEEPS AND SEALS. CAULK AS REQUIRED TO PREVENT INGRESS OF

STANDING WATER. TEST TO VERIFY COMPLIANCE.

5. PROVIDE (4) BOLLARDS AROUND EXISTING TRANSFORMER. SEE DETAIL B1/A501

6. PROVIDE CONCRETE PAVING FOR FORKLIFT ACCESS. REMOVE EXISTING COBBLES,

REMOVE EXISTING CURB. ALIGN CONCRETE WITH EXTERIOR DOORS ON SECOND

FLOOR.

7. PROVIDE (2) BOLLARDS AROUND EXISTING EQUIPMENT. INSTALL ON SOUTHEAST

AND SOUTHWEST CORNERS. SEE DETAIL B1/A501.

8. PROVIDE VINYL STRIP CURTAIN AT OVERHEAD DOOR.

9. REPLACE EXISTING THRESHOLD WITH PEMKO 1665A THRESHOLD. REPLACE ALL

DOOR HARDWARE, MATCH EXISTING. NEW HARDWARE TO BE HEAVY DUTY

COMMERCIAL GRADE. E.G. INGERSOLL RAND OR EQUIVALENT.

10. PROVIDE SHARK GRIP MICRONIZED POLYMER MEDIA FOR AGGRESSIVE ANTI-SLIP AT

ALL EXTERIOR STAIRS. GENERAL CONTRACTOR TO VERIFY QUANTITY AND

LOCATIONS WITH AIR FORCE REPRESENTATIVE DURING PRE-BID WALK-THROUGH.

11. PROVIDE NEW DOOR FRAME TO REPLACE EXISTING DOOR FRAME. GROUT IN PLACE

12. GENERAL CONTRACTOR STAGING AREA NORTH OF ROADWAY. VERIFY LOCATION

WITH AIR FORCE REPRESENTATIVE.

13. AUGMENT/REPAIR EXISTING BIRD SCREEN ENCLOSING TO IMPROVE EFFECTIVENESS.

EXTEND EXISTING SCREENING TO EAST AND TO SOUTH TO TOTALLY ENCLOSE

PIPING AND CUL DE SAC. PRESSURE WASH CONTAMINATED AREAS. PROVIDE

ULTRASONIC REPELLER AT EAST END OF RAMP IDENTICAL TO EXISTING UNIT AT

MAIN ENTRY WAY. CLEAN ENTIRE NORTH DOCK WALL TO REMOVE DIRT, CARBON,

RUBBER ETC. STAINING

14. MODIFY DOCK LEVELER TO ENSURE FLUSH SURFACE. RE-EPOXY AS REQUIRED.

15. PROVIDE NEW METAL STAIRWAY FROM CONCRETE GRADE LEVEL TO DOCK SURFACE.

STAIRWAY TO BE VIRTUALLY IDENTICAL TO EXISTING METAL STAIRWAY ON EAST

SIDE OF DOCK.

16. EXTEND EXHAUST DUCTING TO ABOVE ROOF LINE. DESIGN TO COMPLY W/ EXISTING

ACGIH REQUIREMENTS. POWER AVAILABLE @ PNL 4 IN 503.

NORTH

32'16'12' 8' 4' 0 16'8'

8 3

2 2

9 11 9

ROADWAY

13 13

SCALE:

N

BUILDING 503A

SCALE:

N

BUILDING 503A

B U

IL

D

IN

G

BLACK AND YELLOW PAINT STRIPING. MATCH

EXISTING STRIPING. COORDINATE FINAL

LOCATION/EXTENTS WITH OWNER.

FLOOR PAINT LEGEND

WHITE AND GREEN PAINT STRIPING AT

EYEWASH. MATCH EXISTING STRIPING.

COORDINATE FINAL LOCATION/EXTENTS

WITH OWNER.

PAINT STAIRWAY. PROVIDE SHARK GRIP

MICRONIZED POLYMER MEDIA FOR

AGGRESSIVE ANTI-SLIP ON TREADS. GENERAL

CONTRACTOR TO VERIFY QUANTITY AND

LOCATIONS WITH AIR FORCE REPRESENTATIVE

DURING PRE-BID WALK-THROUGH.

NORTH

NOTES:

1. PAINT STRIPING AT DOOR OPENING. SEE

LEGEND FOR COLOR.

1 1 1

IL

D

IN

G

3'-4"

3'-0"

STANDING SEAM

METAL ROOF,

ON METAL

DECK. COLOR:

DAKOTA BROWN

4" x 4" x 1/4"

TUBE STEEL,

TYP.

NOTE:

ALL EXPOSED STEEL

TO BE PRIMED AND

PAINTED. COLOR:

DAKOTA BROWN.

1/4" ALUMINUM

PLATE, ATTACH TO

TUBE STEEL, USE

NEOPRENE WASHERS

TO SEPARATE

ALUMINUM AND

STEEL.

SEE ELECT. FOR

GATE CONTROLS

AND PHONE

2'-0"

SEE ELECT. FOR

GATE CONTROLS

AND PHONE.

1/4" ALUMINUM

PLATE, ATTACH

TO TUBE STEEL,

USE NEOPRENE

WASHERS TO

SEPARATE

ALUMINUM AND

STEEL.

PHONE, PERSONNEL GATE,

VEHICLE GATE

PROVIDE NAMEPLATE

WITH GATE NUMBER

AND DESCRIPTION LIGHT

CONTRACTOR TO COORDINATE ALL PHONE WORK WITH BASE

COMM. CONTACT GORDON GROTZSCI OR ROSE REESE

CONTRACTOR TO PROVIDE POWER TO LIGHT AND CONDUIT

FOR PHONE CONDUCTORS

PRE-FINISHED METAL

FLASHING, COLOR TO

MATCH EXISTING

ROOF. CRIMP OVER

FIRST ADJACENT

EXISTING STANDING

SEAM.

EXISTING STANDING

SEAM ROOF AND

DECK.

EXISTING TUBE STEEL

BEYOND

CONT. GALV. CLEAT

6"x4"x3/8" STEEL

ANGLE, PAINT TO

MATCH ROOF

STRUCTURE.

VERIFY PAVING/

SLAB THICKNESS

CONCRETE

FINISHED SURFACE

30# FELT PAPER

SECTION TYP. PLACEMENT

EDGE OF SCHED.

WALL.

6" DIA. PAINTED STEEL

PIPE W/ROUNDED

TOP, FILLED WITH

CONCRETE

WALL AS SCHED.

2'-0"

3" WIDE REFLECTOR

TAPE

PRE-FINISHED METAL

FLASHING, COLOR TO

MATCH EXISTING

ROOF. CRIMP OVER

FIRST ADJACENT

EXISTING STANDING

SEAM.

NEW STANDING SEAM

ROOF AND DECK, TO

MATCH EXISTING

NEW EXISTING

OPEN TO

BELOW

EDGE OF

EXISTING

ROOF

CANOPY

EDGE OF

EXISTING

ROOF

CANOPY EXISTING

RIDGE

EXISTING

VALLEY EDGE

FACE OF EXISTING

EIFS SOFFIT

FACE OF EXISTING

MASONRY ABOVE

FACE OF EXISTING

MASONRY

EXISTING

VALLEY EDGE

EXISTING

TUBE

STEEL

NEW MEMBRANE

ROOFING IN VALLEY,

MATCH EXISTING

MATERIAL AND

SLOPE.

NEW STANDING

SEAM METAL ROOF,

MATCH EXISTING

MATERIAL, COLOR,

AND SLOPE.

SLOPE DOWN

SL

O

PE

D

O W

N

STANDING SEAM

METAL FLASHING,

SLOPE 1/2" PER FOOT,

MIN.

EXISTING PARAPET

NEW EXISTING

SLOPE DOWN

FASTEN TO EXISTING

FLASHING W/

NEOPRENE BACKED

WASHERS @ 12" O.C.

NEW CANOPY

STRUCTURE

X

TE

R

IO

R

U P

G R

A D

E B

U

IL

D

IN

G

G E

N E

R A

L S

TR

U

C

TU

R A

L N

O

TE

S

R

EP

A

IR

/M

IN

O R

C O

N

X

TE

R

IO

R

U P

G R

A D

E B

U

IL

D

IN

G

G E

N E

R A

L S

TR

U

C

TU

R A

L N

O

TE

S

R

EP

A

IR

/M

IN

O R

C O

N

7 8 9 10

H

G

F

E

D

FOUNDATION PLAN BLDG 503A

NORTHNEW CANOPY FOOTING &

7 8 9 10

H

G

F

E

D

PLAN BLDG 503A

NORTHNEW CANOPY FRAMING

FOOTING & FOUNDATION PLAN

NORTHBREAK AREA CANOPY

EXISTING ITEMS PLAN

LEGEND

FOOTING & FOUNDATION

PLAN LEGEND

ROOF FRAMING PLAN

LEGEND

E X

TE

R

IO

R

U P

G R

A D

E B

U

IL

D

IN

G

S

TR

U C

TU

R

A L

P

LA

N S

R

EP

A

IR

/M

IN

O R

C O

N

STEEL BASE PLATE AT CORNER OF

EXISTING FOUNDATION WALL - PLAN VIEW

STEEL BASE PLATE AT END OF EXISTING

FOUNDATION WALL - PLAN VIEW

STEEL BASE PLATE ON EXISTING

FOUNDATION WALL - PLAN VIEW

TYPICAL NEW STEEL COLUM ON EXISTING

CONCRETE FOUNDATION WALL

EPOXY THREADED ROD ANCHOR SCHEDULE WITH DETAIL

CONCRETE FOOTING SCHEDULE

TYPICAL STEEL COLUMN BASE

NEW STEEL PLATE CONNECTION TO

EXISTING CONCRETE WALL

TYPICAL STEEL BEAM ON STEEL COLUMN

CONNECTION

TYPICAL NEW STEEL BEAM CONNECTION TO

EXISTING CONCRETE WALL

TYPICAL STEEL BEAM TO STEEL BEAM

CONNECTION - PLAN VIEW

TYPICAL STEEL BEAM ON STEEL COLUMN

CONNECTION TYPICAL STEEL DECK AT STEEL EDGE ANGLE

E X

TE

R

IO

R

U P

G R

A D

E B

U

IL

D

IN

G

S

TR

U C

TU

R

A L

D E

TA

IL

S

R

EP

A

IR

/M

IN

O R

C O

N

EDS

RES

R

S

EDS

R E

S

RES

EXISTING LOADING DOCKEXISTING LOADING DOCK

CR

EXTEND EXHAUST DUCTING TO ABOVE ROOF LINE.

DESIGN TO COMPLY EXISTING ACGIH REQUIREMENTS.

POWER AVAILABLE @ PNL 4 IN 503.

IR

T E

IR

HC

18" RCP