Attachment 2 - JLSS 18-0007 Repair Siding Drawing 418.pdf

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

REPAIR SIDING

BUILDING 418

US AIR FORCE RESERVE

911TH AIRLIFT WING

Pittsburgh International Airport, ARS

Moon Township, PA 15108-5000

Project No: JLSS 18-0007

ISSUED FOR CONSTRUCTION

MAY 13, 2021

AREA OF WORK

B418

C

D

E

A

B

C

D

E

1 2 3 4 5

1 2 3 4 5

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT BASE CIVIL ENG. DRAWING NO. PLATE

PROJECT NO: DATE: SCALE:

SHEET

REPAIR SIDING

BUILDING 418

OF

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATION AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

2AS INDICATED 1

LEB

BDK

B

G-1

NORTH

DAB

JLSS 18-0007

GTP 210-171

13-MAY-2021

REV.

NO. DATE DESCRIPTION BY

ANTI-TERRORISM & SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

REVIEW COORDINATION

SIGNATURE AND DATE

GENERAL NOTES

1. EACH CONTRACTOR SHALL COORDINATE HIS OPERATIONS WITH OTHER CONTRACTORS AND APPROPRIATE UTILITY

COMPANIES THROUGH THE CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES AND TO MAINTAIN

UNINTERRUPTED SERVICE. ANY DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF

THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. NOTIFY THE CONTRACTING OFFICER A MINIMUM OF

15 DAYS IN ADVANCE OF ANY UTILITY OUTAGES.

3. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES THROUGH THE USE OF A QUALIFIED

UNDERGROUND UTILITY LOCATION SERVICE PRIOR TO ANY EXCAVATION. NOTIFY THE CONTRACTING OFFICER 72

HOURS PRIOR TO COMMENCING ANY DEMOLITION, EXCAVATION OR CONSTRUCTION.

4. MAINTAIN CLEAR, COMPLETE AND SAFE ACCESS FOR GOVERNMENT PERSONNEL AND CIVILIANS TO ALL BUILDINGS

WITHIN OR ADJACENT TO THE PROJECT LIMITS.

5. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCH MARKS, PROPERTY CORNERS, REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS. IN CASES OF WILLFUL OR CARELESS

DESTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATIONS AT NO COST TO THE OWNER.

RESETTING OF MARKERS SHALL BE PERFORMED BY A PENNSYLVANIA PROFESSIONAL SURVEYOR AS APPROVED BY

THE CONTRACTING OFFICER.

6. NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR HIGHWAYS WITHOUT

THE WRITTEN PERMISSION OF THE CONTRACTING OFFICER.

7. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED

BEFORE CONSTRUCTION. DRAINAGE DITCHES OR WATER COURSES THAT ARE DISTURBED BY CONSTRUCTION

SHALL BE RESTORED TO THE GRADES AND CROSS-SECTIONS THAT EXISTED BEFORE CONSTRUCTION.

8. ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES DISTURBED OR DAMAGED DURING

CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER. THE

COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

9. BACKFILL UNDER OR WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES OR INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, ETC.), SHALL BE COMPACTED BACKFILL ACCORDING TO THE SPECIFICATIONS. COMPACTED FILL

FOR TRENCHES UNDER DRIVEWAYS SHALL EXTEND FIVE FEET BEYOND DRIVEWAY LIMITS IN EACH DIRECTION.

10. ALL TRENCHES WITHIN THE CONSTRUCTION AREA SHALL BE BACKFILLED ACCORDING TO THE APPROVED

CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING HOURS. TRENCHES NOT PLATED OR

BACKFILLED SHALL BE PROTECTED AN ACCORDANCE WITH PENNDOT PUBLICATION 213 INCLUDING TEMPORARY

BARRICADES OR BARRIER DURING NONWORKING HOURS. CLEAN-UP SHALL FOLLOW CLOSELY BEHIND THE

TRENCHING OPERATION. REBAR WITH ORANGE PLASTIC FENCE OR PLASTIC BARRIER TAPE ARE NOT ACCEPTABLE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHES AND OVERLYING PAVEMENT WITHIN

THE CONSTRUCTION AREA AND UTILITY EASEMENTS FOR A PERIOD OF ONE YEAR FROM THE FINAL ACCEPTANCE OF

THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO THE OWNER.

12. PAVEMENTS SHALL BE CUT, SAW-CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH OF THE EXISTING PAVEMENT, OR

AS REQUIRED BY THE CONTRACTING OFFICER. PAVEMENT REPAIR AND RESURFACING SHALL BE CONDUCTED PER

THE DETAILS SHOWN ON THE CONTRACT DRAWINGS.

13. STORAGE OF NEW MATERIALS, INCLUDING PIPE AND EQUIPMENT SHALL BE WITHIN THE SPECIFIED CONTRACTOR

STAGING AREA. ADDITIONAL STAGING AREA SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

14. TRACKING OR SPILLING MUD, DIRT OR DEBRIS ON OWNER'S PAVEMENT, SIDEWALK OR PATH IS PROHIBITED. ANY

SUCH OCCURRENCE SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE OWNER. IF

THE CONTRACTOR FAILS TO REMOVE SAID MUD, DIRT, DEBRIS OR SPILLAGE, THE OWNER RESERVES THE RIGHT TO

ORDER ALL WORK TO BE STOPPED UNTIL SAID MATERIAL IS REMOVED.

15. ALL EXCAVATED MATERIAL WITH THE EXCEPTION OF DELETERIOUS MATERIAL SHALL STAY ON SITE TO BE USED AS

BACKFILL MATERIAL. ALL EXCESS MATERIAL NOT USED AS BACKFILL MATERIAL SHALL BE HAULED OFF SITE TO AN

APPROVED LOCATION.

16. CONTRACTOR SHALL BE REQUIRED TO PROVIDE PUMPING EQUIPMENT NECESSARY TO ADEQUATELY DEWATER

WORKING AREA AND COMPLETE WORK ON TIME.

17. CONTRACTOR SHALL DEFINE THE LIMITS OF ANY WEAK SOILS ENCOUNTERED BY PROOF ROLLING WHERE SOFT

SUBGRADE IS ENCOUNTERED IN CUTS. DUE TO NO FAULT OF THE CONTRACTOR AND SATISFACTORY COMPACTION

CANNOT BE OBTAINED, THE UNSTABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH MATERIAL APPROVED

BY THE ENGINEER. THE STABLE MATERIAL SHALL BE PLACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

18. CONTRACTOR TO PROVIDE THE CONTRACTING OFFICER WITH A LIST OF MILLING AND/OR PAVING LOCATIONS ONE

WEEK PRIOR TO MILLING AND/OR PAVING OPERATIONS FOR THE CO'S USE IN CONTACTING THE BUILDING

MANAGERS, OCCUPANTS OF CONSTRUCTION IN THE AREA AND POSSIBLE FUMES FROM THE OPERATIONS GETTING

INTO THE HVAC SYSTEM.

19. NO CONTRACTOR WORK ALLOWED ON UTA WEEKENDS.

20. PROTECT ALL CURB BOXES, MANHOLES, WATER VALVES, AND OTHER EXISTING FACILITIES FROM BEING PAVED OVER

AND CLEAN OFF COMPLETELY AS NECESSARY.

21. FOR PAVING OPERATIONS REMOVE, STORE, AND REINSTALL PLANTERS AND BARRIERS WITHIN WORK AREAS.

COORDINATE WITH THE CONTRACTING OFFICER FOR THE TIME AND LOCATIONS OF TEMPORARY

REMOVAL/PLACEMENT.

22. CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER AND PROVIDE TEMPORARY ACCESS TO BUILDING

ENTRANCES APPROVED BY CONTRACTING OFFICER.

23. CONTRACTING OFFICER MUST WITNESS GEOGRID AND GLASSGRID, TACK COAT, AND REMOVAL OF UNSUITABLE

MATERIAL OPERATIONS.

24. CONTRACTING OFFICER MUST BE PRESENT TO VERIFY SUBGRADE, SUBBASE, SUBGRADE PROOFROLLING, AND

PAVEMENT.

25. ANY TEMPORARY FENCING USED MUST INCLUDE A TOP RAIL AND FENCE POST CAPABLE OF RESISTING A 35LB LOAD

APPLIED IN ANY DIRECTION AND SHALL NOT DEFLECT MORE THAN 10 INCHES.

27. ALL PAVEMENT OVERLAY AND RECONSTRUCTION SHALL BE GRADED TO DRAIN.

26. ANY EXISTING UNDERDRAIN UNEARTHED DURING RECONSTRUCION MUST BE REPLACED OR MAINTAINED TO

FUNCTION.

FIRST FLOOR

0"

SECOND FLOOR

10' - 0"

ROOF - ELEV

TOWER

34' - 6"

ROOF - HANGAR

BAY

30' - 0"

ROOF - WINGS

20' - 0"

ROOF - T.O.

HANGAR BAY

43' - 6"

FIRST FLOOR

0"

SECOND FLOOR

10' - 0"

ROOF - ELEV

TOWER

34' - 6"

ROOF - HANGAR

BAY

30' - 0"

ROOF - WINGS

20' - 0"

ROOF - T.O.

HANGAR BAY

43' - 6"

BUILDING 418 - EAST ELEVATION

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

BUILDING 418 - EAST ELEVATION

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

RED-SHADED AREA INDICATES

EXTENT OF WORK: DEMO EXISTING

PANELS AND FLASHING, INSTALL NEW

SEE ENLARGED DEMOLITION AND

NEW CONSTRUCTION DETAILS

ON THIS PAGE.

RED-SHADED AREA INDICATES

EXTENT OF WORK: DEMO EXISTING

PANELS AND FLASHING, INSTALL NEW

WALL CONTINUES ON BEHIND

WALL IN FOREGROUND

WALL CONTINUES ON BEHIND

WALL IN FOREGROUND

EXISTING MT'L ROOF

NEOPRENE CLOSURE

EXISTING

MT'L CLOSURE

EXISTING ANGLES

FOR ADJUSTMENT

& ALIGNMENT

EXISTING

MT'L CLOSURE

EXISTING MT'L FLASHING

EXISTING COLS., BEAMS,

GIRTS, ETC.

REMOVE EXISTING WALL PANEL

ASSEMBLY, INCLUDING ORIGINAL

PANELS, DOUBLE ANGLES, AND

OUTER PANELS, AS WELL AS

ASSOCIATED FLASHINGS, DOWN TO

EXISTING GIRTS

EXISTING MT'L CLOSURE

EXISTING MT'L CLOSURE

DEMOLITION DETAIL NEW CONSTRUCTION DETAIL

EXISTING MT'L ROOF

NEOPRENE CLOSURE

EXISTING COLS., BEAMS,

GIRTS, ETC.

NEW HEAD FLASHING,

TYPICAL

NEW 3" INSULATED METAL WALL

PANELS. CENTRIA FORMAWALL

DIMENSION SERIES OR EQUAL

NEW BASE FLASHING,

TYPICAL

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

NOTE:

PROVIDE NEW METAL PANELS TO MATCH EXISTING.

PANELS SHALL BE INSTALLED TO EXISTING SEAMS.

COORDINATE NEW PANEL INSTALLATION WITH

EXISTING CONDITIONS. MATCH EXISTING COLOR

FROM MANUFACTURERS STANDARD COLORS.

C

D

E

A

B

C

D

E

1 2 3 4 5

1 2 3 4 5

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF ENG. FLIGHT BASE CIVIL ENG. DRAWING NO. PLATE

PROJECT NO: DATE: SCALE:

SHEET

REPAIR SIDING

BUILDING 418

OF

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATION AIRPORT, ARS

MOON TOWNSHIP, PA 15108-5000

2AS INDICATED 2

LEB

BDK

B

A-1

NORTH

DAB

JLSS 18-0007

GTP 210-171

13-MAY-2021

REV.

NO. DATE DESCRIPTION BY

FOR OFFICIAL USE ONLY

ANTI-TERRORISM & SECURITY

SAFETY

FIRE

ENVIRONMENTAL ENG.

BIO ENVIRONMENTAL

COMMUNICATIONS

USING AGENCY

CHIEF CE OPERATIONS

REVIEW COORDINATION

SIGNATURE AND DATE

1 9-14-2021 REVISION #1 - CHANGE CLOUD TO NIC BDK