GCC-F 260-B1260-066 M21GC121 Project Drawings 2023-09-06.pdf

PDF 5 MB Posted Mar 22, 2024

Attached to: Curtain Wall Repairs - Engineering & Science Buildgin at Germanna Community College - Fredericksburg Campus, PC#260-B1260-066 (M21GC121)
Solicitation number: 62431
Issued by: Spotsylvania County, Fredericksburg City, Virginia

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a invitation for sealed bids for the repair of the Curtain Wall on the Science & Engineering Building at Germanna Community College's Fredericksburg Campus, Project Code # 260-B1260-066 (M12GC121). The project generally consists of curtain wall repairs including new exterior gaskets, new joint stops, wet sealing of inside corners, and repairing interior gaskets. The scope also includes the replacement of existing spandrel glass. Bids will be received electronically through eVA or by mail until 3:00 PM on Tuesday, April 30, 2024. A pre-bid conference will be held on April 4, 2024 at the project site. The contract will be awarded after bid opening on May 1, 2024.

The bidder must be a registered vendor in eVA. A standard Commonwealth Bid Bond (CO-10.2) and Contract Security are required. Pricing terms, funding sources, and set-asides were not provided. There was no mention of an incumbent contractor or the current contract environment.

View the file

Other files

File	Type	Posted
GCC-F 260-B1260-066 M21GC121 Project Manual 2023-09-06.pdf	PDF	Mar 22, 2024
GCC-F 260-B1260-066 M21GC121 Notice of Invitation for Bids.pdf	PDF	Mar 22, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SHEET WHERE DETAIL IS FOUND

SECTION NUMBER

SHEET WHERE SECTION IS FOUND

SHEET WHERE ELEVATION IS FOUND

ELEVATION NUMBER

DETAIL NUMBER

VICINITY MAP

NOT TO SCALE

SITE MAP

NOT TO SCALE

SITE SITE

SYMBOLS

PROJECT NOTES

LIST OF DRAWINGS

SHEET NUMBER SHEET TITLE

G0.01 TITLE SHEET

G0.02 GENERAL NOTES

AS1.01 SITE PLAN

AS1.02 PARTIAL SITE PLAN - NORTH ENTRANCE

AS1.03 PARTIAL SITE PLAN - SOUTH ENTRANCE

AS1.04 PHASING PLAN

AS1.05 OVERHEAD PROTECTION DETAILS

A1.01 FIRST FLOOR PLAN - REPAIR

A1.02 SECOND FLOOR PLAN - REPAIR

A2.01 CURTAIN WALL ELEVATIONS

A2.02 CURTAIN WALL ELEVATIONS

A3.01 CURTAIN WALL SECTIONS

A3.02 CURTAIN WALL SECTIONS

A5.01 REPAIR DETAILS

A5.02 REPAIR DETAILS

PROJECT IDENTIFICATION

AGENCY: VIRGINIA COMMUNITY COLLEGE

PROJECT CODE NUMBER: 260-B1260-066 (M21GC121)

WDP PROJECT NUMBER: 21002

VIRGINIA COMMUNITY COLLEGE SYSTEM

GERMANNA COMMUNITY COLLEGE - FREDERICKSBURG AREA CAMPUS

10000 GERMANNA POINT DR., FREDERICKSBURG, VA 22408

SCIENCE BUILDING CURTAINWALL REPAIR

CODE ANALYSIS:

ORIGINAL CONSTRUCTION: 2012

ORIGINAL CODE: 2006 THE VIRGINIA UNIFORM STATE BUILDING CODE

REPAIR CONSTRUCTION:

CURRENT CODE: 2018 VIRGINIA CONSTRUCTION CODE AND VIRGINIA EXISTING BUILDING CODE

(VEBC)

OCCUPANCY GROUP: OCCUPANCY - B

CONSTRUCTION TYPE: TYPE 2-B (PROTECTED)

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

VR GA

21002

NTS

G0.01

NORTH

SCOPE OF WORK:

REPAIRS TO THE CURTAIN WALL GENERALLY CONSISTING OF REMOVING EXISTING GLASS AND

COMPONENTS THAT ARE TO BE CLEANED AND REINSTALLED WITH NEW EXTERIOR GASKETS, NEW

JOINT STOPS, WET SEALING THE INSIDE CORNERS, AND REPAIRING INTERIOR GASKETS AS NEEDED.

ABBREVIATIONS

SYMBOL DESCRIPTION

Ø DIAMETER

BLDG. BUILDING

CMU CONCRETE MASONRY UNIT

C.J. CONTROL JOINT

℄ CENTERLINE

CONT CONTINUOUS

CONTLY CONTINUOUSLY

FRP FIBER REINFORCED POLYMER

FRT FIRE RESISTANT TREATED

FT FEET

GA. GAUGE

MAX. MAXIMUM

MFR MANUFACTURER

MFRS MANUFACTURER'S

MIN. MINIMUM

NIS NOT IN SCOPE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPP. OPPOSITE

PSF PER SQUARE FOOT

PSI PER SQUARE INCH

P.T. PRESSURE TREATED

RCP REFLECTED CEILING PLAN

R.O. ROUGH OPENING

SIM. SIMILAR

SP SOUTHERN PINE

S.S. STAINLESS STEEL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

ASBESTOS DISCLOSURE:

NO ASBESTOS CONTAINING MATERIALS SHALL BE USED ON THIS PROJECT. AN ASBESTOS

INSPECTION WAS NOT PERFORMED BECAUSE ALL PORTIONS OF THE EXISTING BUILDING THAT MAY

BE AFFECTED BY THE WORK WERE ORIGINALLY CONSTRUCTED AFTER JANUARY 1, 1985.

LEAD DISCLOSURE:

AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS NOT BEEN CONDUCTED BECAUSE THE BUILDING WAS CONSTRUCTED AFTER JANUARY 1, 1985 AND THE OWNER HAS NO KNOWLEDGE OF LEAD CONTAINING OR COATED BUILDING COMPONENTS IN THE BUILDING. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND

LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE.

ORIGINAL DRAWINGS FOR

INFORMATION ONLY

SHEET NUMBER SHEET TITLE

GI101 LIFE SAFETY PLANS

AE103 THIRD FLOOR AND LOWER ROOF PLAN

100% SET - ISSUE FOR BID

1. THE CONTRACTOR AND ANY SUB-CONTRACTORS SHALL ABIDE BY ALL LOCAL AND STATE REGULATIONS AND ALL OTHER APPLICABLE LAWS AND REGULATIONS OF THE COMMONWEALTH OF VIRGINIA, INCLUDING THOSE THAT MAY BE ISSUED DURING THE CONTRACT.

OWNER POLICIES PERTAINING TO SEXUAL HARASSMENT, DRUG AND ALCOHOL USE, ABUSIVE AND OFFENSIVE LANGUAGE, AND SMOKING

SHALL BE ADHERED TO.

2. CONTRACTOR SHALL BE FAMILIAR WITH AND ABIDE BY ALL REQUIREMENTS OF THE GENERAL CONDITIONS OF THE CONSTRUCTION

CONTRACT (DGS FORM CO-7).

3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL OBTAIN ANY REQUIRED BUILDING PERMITS, OR ANY OTHER PERMITS REQUIRED BY STATE OR LOCAL JURISDICTIONS. SUBMIT COPIES OF THE PERMITS TO THE OWNER AND A/E.

4. ALL PERSONNEL SHALL BE IDENTIFIED WITH VISIBLE COMPANY IDENTIFICATION ON OUTER GARMENTS.

5. NO PHOTOGRAPHY OF ANY PERSONS ON THE PROPERTY UNLESS SPECIFIC PERMISSION IS OBTAINED IN ADVANCE.

6. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY THAT COMPLIES WITH ALL APPLICABLE OSHA, STATE, AND LOCAL SAFETY

GUIDELINES. ADDITIONALLY, CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDING AND OCCUPANTS IN ACCORDANCE WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS CONTRACTOR SHALL DEVELOP A PROJECT SPECIFIC SITE SAFETY PLAN TO COMPLY WITH ALL OWNER, LOCAL, STATE, AND FEDERAL REQUIREMENTS.

7. WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS MONDAY THROUGH FRIDAY FROM 7 AM TO 3:30 PM OR AS APPROVED BY THE OWNER. WEEKEND WORK AND WORK STARTING BEFORE 7 AM OR AFTER 5 PM DURING THE NORMAL WORK WEEK SHALL BE COORDINATED AND APPROVED BY THE OWNER AT LEAST 48 HOURS PRIOR TO THE START OF WORK.

8. PRIOR TO START OF CONSTRUCTION, A/E SHALL SCHEDULE A PRECONSTRUCTION MEETING ON-SITE TO REVIEW THE DRAWINGS, DETAILS, PROJECT SCHEDULE, SUBMITTAL APPROVALS, REQUIRED TESTS AND REPORTS, AND ANY QUESTIONS PRIOR TO THE START OF WORK. AT A MINIMUM THE CONTRACTOR'S PROJECT MANAGER, OWNER'S REPRESENTATIVE, AND A/E'S PROJECT MANAGER SHALL BE IN

ATTENDANCE. SEE DIVISION 01 (01 31 00).

9. CONTRACTOR SHALL SEND SEQUENTIALLY NUMBERED RFI FORMS TO REQUEST CLARIFICATIONS.

10. CONTRACTOR SHALL ALLOT A MINIMUM 7-CALENDAR DAYS FOR RFI RESPONSES FROM THE A/E. CONTRACTOR SHALL IMMEDIATELY

REPORT ANY DISCREPANCIES BETWEEN THE INFORMATION ON THESE DRAWINGS AND THE CONDITIONS IN THE FIELD TO THE A/E VIA RFI.

SEE DIVISION 01 (01 00 00).CONTRACTOR SHALL STAMP AND PROPERLY NUMBER EACH REQUIRED SUBMITTAL ITEM, SENT WITH A TRANSMITTAL COVER TO THE A/E FOR REVIEW. CONTRACTOR SHALL ALLOT A MINIMUM 14-CALENDAR DAYS FOR SUBMITTAL REVIEWS FROM THE A/E. CONTRACTOR MAY SUBMIT ALTERNATIVES WITH JUSTIFICATION AND NO ADDITIONAL COST TO THE OWNER.

ALTERNATIVES MUST BE EQUIVALENT OR BETTER AND BE SUBMITTED FOR APPROVAL BY THE A/E AND OWNER PRIOR TO THE BEGINNING

OF THAT WORK. SEE DIVISION 01 AND TECHNICAL SECTIONS FOR SPECIFIC REQUIREMENTS.

11. CONTRACTOR SHALL SCHEDULE PROGRESS MEETINGS THROUGHOUT THE WORK, NO LESS THAN TWO PER MONTH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING MEETING AGENDA AND SHALL RECORD AND DISTRIBUTE MEETING MINUTES. AT A MINIMUM, THE AGENDA FOR EACH MEETING SHALL COVER THE FOLLOWING: SCHEDULE, ISSUES, RFI'S, REQUEST FOR PROPOSALS, ESTIMATED CHANGE ORDERS, SUBMITTALS AND SUBMITTAL STATUS, SAFETY, SECURITY, CONDUCT, AND OWNER COORDINATION. SEE DIVISION 01 (01 31 00).

12. AT THE CONCLUSION OF THE PROJECT, SUBMIT AS-BUILT MARKUP DOCUMENTS. SEE DIVISION 01 (01 78 39).

GENERAL REQUIREMENTS GENERAL NOTES

1. SEE WDP REPORT OF PREVIOUSLY COMPLETED PROTOTYPE CURTAIN WALL REPAIRS THAT OUTLINES THE SCOPE, NOTES EXISTING CONDITIONS OF THE CURTAIN WALL SYSTEM OBSERVED AFTER GLASS WAS REMOVED, AND PROVIDES THE RESULTS OF AAMA 501.2

WATER TESTING AFTER PROTOTYPE REPAIRS WERE COMPLETED.

2. THE GENERAL SCOPE OF WORK IS REPAIRS TO THE EXISTING CURTAIN WALL AT THE 2-STORY LIBRARY PORTION OF THE BUILDING.

EXISTING INSULATED GLAZING UNITS (IGUS), SPANDREL GLASS, AND NOTED COMPONENTS TO BE REMOVED AND REINSTALLED. REPAIRS INCLUDE NEW EXTERIOR GASKETS, NEW JOINT STOPS, AND REPAIRING INTERIOR GASKETS AS NEEDED WITH WET SEALING AT THE INSIDE

CORNERS.

3. THE PROPERTY SHALL REMAIN OCCUPIED DURING EXECUTION OF THE WORK.

· ALL ENTRANCES SHALL REMAIN OPEN THROUGHOUT CONSTRUCTION, EXCEPT FOR THE NORTH STAIRWELL 1ST FLOOR EXTERIOR

DOOR DURING STAGE 1 AND SOUTH STAIRWELL 1ST FLOOR EXTERIOR DOOR DURING STAGE 8. WHEN REPAIRS ARE TAKING PLACE, SIGNAGE SHALL BE POSTED AND PORTION OF THE INTERIOR TEMPORARY BLOCKED DURING EACH STAGE. SAFE EGRESS INTO AND OUT OF THE SITE SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT THE CONSTRUCTION. SEE DIVISION 01 AND SITE PLANS.

· THE CONTRACTOR SHALL FURNISH SIGNS, PROTECTION, BARRICADES, LIGHTS, AND WARNING DEVICES TO CONTROL THE ORDERLY FLOW OF PEDESTRIAN TRAFFIC AND PREVENT PEDESTRIANS FROM ENTERING AREAS OF THE CONTRACTOR'S OPERATIONS. WHERE POSSIBLE, HOSES, CONDUITS, ELECTRICAL CORDS, ETC., SHALL BE LOCATED OVERHEAD. WHENEVER SUCH ITEMS ARE LOCATED IN TRAFFIC PATHS, PREMANUFACTURED COVERINGS WITH ADEQUATE SIGNS SHALL BE FURNISHED. THE CONTRACTOR SHALL MOVE THESE SIGNS, BARRICADES, LIGHTS, AND WARNING DEVICES AS NECESSARY AS THE LOCATION OF WORK CHANGES.

· EXECUTE WORK AS QUIETLY AS PRACTICABLE TO AVOID UNNECESSARY DISTURBANCES TO OCCUPANTS WITHIN PREMISES.

HIGH-LEVEL NOISE OPERATIONS MUST BE PERFORMED IN ACCORDANCE WITH LOCAL REGULATIONS AND MUST BE APPROVED BY THE OWNER PRIOR TO PROCEEDING. LOUD NOISE AND VIBRATIONS MUST BE CONTROLLED AND COORDINATED IN ADVANCE WITH THE

OWNER. REQUEST PERMISSION IN WRITING AT LEAST THREE (3) DAYS IN ADVANCE.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS, AND LOCATIONS, IN THE FIELD. IF CONDITIONS VARY FROM WHAT IS PRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE A/E VIA RFI.

5. CONTRACTOR SHALL PERFORM A PRECONSTRUCTION WALK-THROUGH AND DOCUMENT EXISTING CONDITIONS OF THE BUILDING EXTERIOR GROUNDS AND LANDSCAPING. DOCUMENTATION SHALL BE IN THE FORM OF DIGITAL PHOTOGRAPHS KEYED TO BUILDING PLAN/SITE PLAN. DAMAGED CONDITIONS AT THE CONCLUSION OF THE PROJECT THAT HAVE NOT BEEN PREVIOUSLY DOCUMENTED WILL BE REPAIRED BY THE CONTRACTOR AT THEIR EXPENSE IN A MANNER THAT IS ACCEPTABLE TO THE OWNER. SEE DIVISION 01 (01 32 33).

6. ELEVATIONS SHOWN ARE BASED ON ORIGINAL CONSTRUCTION DRAWINGS AND LIMITED SITE INVESTIGATION. ELEVATIONS SHALL BE

USED AS RELATIVE REFERENCES. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

7. EXISTING DIMENSIONS OF ELEMENTS HAVE BEEN ASSUMED BASED ON ORIGINAL CONSTRUCTION DRAWINGS. EXISTING DIMENSIONS, SLOPES, AND DETAILS OF ARCHITECTURAL ELEMENTS AND FINISHES HAVE BEEN ASSUMED BASED ON ORIGINAL CONSTRUCTION DRAWINGS AND LIMITED SITE INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

8. ALL DETAIL CALL-OUTS ARE TYPICAL FOR AREAS OF SIMILAR CONSTRUCTION AND REPRESENT WORK TO BE PERFORMED AT SIMILAR

CONDITIONS, UNLESS NOTED OTHERWISE.

9. ALL DETAILS ARE GENERIC AND MAY VARY BASED ON SPECIFIC MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND INSTALLATION INSTRUCTIONS. IN CASES OF DISCREPANCY BETWEEN DETAILS HEREIN AND MANUFACTURER'S WRITTEN REQUIREMENTS, THE MOST STRINGENT REQUIREMENTS SHALL PREVAIL.

10. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE. DO NOT SCALE DRAWINGS FOR QUANTITIES.

11. THE CONTRACTOR SHALL INSTALL ALL PROTECTION REQUIRED TO COMPLY WITH OSHA CFR 1926.1153, THE CONTRACT DOCUMENTS, STATE, FEDERAL, AND LOCAL JURISDICTIONS AND TO PROTECT WORKMEN, THE PUBLIC, AND ADJACENT AREAS FROM RESPIRABLE CRYSTALLINE SILICA GENERATED BY DRILLING OR CUTTING MASONRY, AND ANY OTHER SILICA CONTAINING PRODUCTS ON SITE.

12. CONSTRUCTION FENCE SHALL BE PROVIDED AS INDICATED ON THE SITE PLAN. SEE DIVISION 01 (01 50 00).

13. THE CONTRACTOR LAYDOWN AREA SHALL BE PROVIDED IN THE AREA AS SHOWN ON THE SITE PLANS AND ACCESS TO THE WORK AREA

SHALL BE FROM THE LAYDOWN AREA AS SHOWN. EQUIPMENT AND MATERIALS SHALL BE STORED IN LOCATIONS APPROVED BY THE OWNER AND SHALL NOT ENCUMBER THE PUBLIC, SURROUNDING RIGHTS OF WAY, OR ADJOINING GROUNDS. THE CONTRACTOR SHALL

COORDINATE WITH THE OWNER IF ADDITIONAL LAYDOWN AREA IS REQUIRED.

14. FURNISH SECURITY AND FACILITIES TO PROTECT WORK AND EXISTING PREMISES FROM UNAUTHORIZED ENTRY, VANDALISM, AND THEFT.

CONDUCT OPERATIONS IN A MANNER TO AVOID RISK OF LOSS, THEFT, OR DAMAGE BY VANDALISM.

15. FIRE PROTECTION - FURNISH AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHERS OR OTHER EFFECTIVE MEANS OF EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT. FURNISH TYPES, SIZES, NUMBERS AND LOCATIONS AS WOULD BE REASONABLY EFFECTIVE IN EXTINGUISHING FIRES DURING EARLY STAGES, BY PERSONNEL AT PROJECT SITE.

FURNISH TYPE A EXTINGUISHER AT LOCATIONS OF LOW POTENTIAL FOR EITHER ELECTRICAL OR GREASE-OIL FLAMMABLE LIQUID FIRES;

FURNISH TYPE ABC DRY CHEMICAL EXTINGUISHER AT OTHER LOCATIONS; COMPLY WITH RECOMMENDATIONS OF NFPA NO. 10.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MATERIALS TO REMAIN. DAMAGED MATERIALS TO REMAIN SHALL BE CLEANED, REPAIRED, OR REPLACED AT NO ADDITIONAL COST TO THE OWNER AND SHALL MATCH EXISTING.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING TREES, LANDSCAPING, AND PAVERS ADJACENT TO AND IN THE WORK SITE. TAKE CARE TO PREVENT DAMAGE TO ROOTS OF PLANTINGS TO REMAIN. REPLACE DAMAGED OR REMOVED PAVERS AND

PLANTINGS IN KIND ONCE FINAL GRADING IS COMPLETE. SEE DIVISION 01 (01 56 39)

18. EXISTING ELECTRICAL SERVICE WILL REMAIN ACTIVE. THE OWNER WILL FURNISH THE CONTRACTOR WITH ELECTRICITY FOR

CONSTRUCTION USE.

19. OWNER WILL FURNISH THE CONTRACTOR WITH EXISTING SOURCE(S) OF WATER FOR CONSTRUCTION USE.

20. CONTRACTOR SHALL FURNISH AND MAINTAIN TEMPORARY SANITARY FACILITIES AND ENCLOSURES, I.E. PORTA-JOHNS.

21. TEMPORARY MATERIALS MAY BE NEW OR USED IF USED MATERIALS HAVE NOT BEEN MODIFIED OR DAMAGED SUCH THAT THE INTEGRITY, DURABILITY, PERFORMANCE, OR CAPACITY OF THE MATERIAL HAS BEEN AFFECTED.

22. ALL WORK AREAS SHALL BE CLEANED DAILY.

23. CONTRACTOR SHALL KEEP EXISTING SITE AND BUILDING DRAINS CLEAN AND FREE OF DEBRIS DURING THE WORK. SNAKE DRAINS AS

REQUIRED TO MAINTAIN FUNCTIONALITY.

24. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION WITH THE OWNER.

25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST AND HVAC CONTROL MEASURES. SUBMIT A DUST AND HVAC CONTROL PLAN PRIOR

TO STARTING WORK TO BE APPROVED BY THE A/E AND OWNER. SEE DIVISION 01 (01 50 00).

26. THE BUILDING SHALL BE KEPT WATERTIGHT AT ALL TIMES DURING CONSTRUCTION. COST FOR TEMPORARY PROTECTION SHALL BE

CONSIDERED PART OF THE ACCEPTED BID PRICE. COST FOR DAMAGES RESULTING FROM THE CONTRACTOR'S WORK OR LACK OF

PROTECTION SHALL BE BORNE ENTIRELY BY THE CONTRACTOR.

27. CONTRACTOR SHALL ENSURE COMPATIBILITY OF ALL MATERIALS, AND SUBMIT INFORMATION VERIFYING COMPATIBILITY UPON REQUEST.

CONTRACTOR IS TO PROCEED ONLY AFTER GIVEN SUBMITTAL APPROVAL, NOT BEFORE.

28. STORE MATERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND KEEP ALL SEALS AND LABELS INTACT AND

LEGIBLE.

29. CONTRACTOR SHALL INSTALL ALL PRODUCTS PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE CONTRACT DOCUMENTS. IN THE EVENT THAT JOB CONDITIONS OR SPECIFIED REQUIREMENTS CONFLICT WITH THE MANUFACTURER'S INSTRUCTIONS, SUBMIT AN RFI

TO THE A/E BEFORE PROCEEDING WITH THE WORK.

30. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS AND SHALL MAINTAIN THE INTEGRITY AND STABILITY OF THE EXISTING CURTAIN WALL SYSTEM AND ADJUST WALLS DURING DEMOLITION UNTIL THE WORK IS COMPLETED.

31. THE WORKMANSHIP SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE OF THE PROJECT. INDIVIDUAL PRODUCT SYSTEMS SHALL BE WARRANTED PER THE SPECIFICATIONS WITHIN THESE DRAWINGS. THE WARRANTY SHALL ASSIGN THE RIGHTS TO ALL MATERIALS AND MANUFACTURER'S WARRANTIES TO THE OWNER. THE WORK IS WARRANTED AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR THE WARRANTY PERIOD AND DURING THIS PERIOD SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE WORK IS WARRANTED AGAINST WATER LEAKAGE INTO THE BUILDING OR ITS

ASSOCIATED COMPONENTS.

32. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, THE CONTRACTOR SHALL PERFORM A SMOOTH AND EVEN TRANSITION.

33. QUALITY CONTROL: SEE DIVISION 01 AND TECHNICAL SPECIFICATIONS SECTIONS FOR SPECIFIC REQUIREMENTS.

· MOCK UP: PERFORM TESTING OF A REQUIRED IN-PLACE MOCKUP TO ASSESS WORKMANSHIP AND PERFORMANCE OF THE IMPLEMENTED REPAIRS AT STAGE 1 OF THE PROJECT. A/E WILL ISSUE A REPORT OUTLINING PUNCH LIST ITEMS OBSERVED IN THE

MOCKUP INSTALLATION AND PERFORMANCE OF THE MOCKUP.

· FAILURE AND RE-TESTING: REGARDLESS OF THE ORIGINAL ASSIGNMENT OF RESPONSIBILITY FOR INSPECTION, TESTING, OR SIMILAR SERVICES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ACCOMPLISHING WHERE RESULTS ARE UNSATISFACTORY AND NON-COMPLIANT WITH CONTRACT DOCUMENT REQUIREMENTS. REMOVAL AND REPLACEMENT WORK NECESSITATED BY SUCH NONCOMPLIANCE SHALL BE AT THE CONTRACTOR'S EXPENSE. WHEN INSPECTIONS, TESTS, OR SIMILAR SERVICES CANNOT BE PERFORMED AFTER PROPER NOTIFICATION AND AT THE FAULT OF THE CONTRACTOR, RESCHEDULE COSTS WILL BE THE

CONTRACTOR'S RESPONSIBILITY.

· COORDINATION: REGARDLESS OF THE ORIGINAL ASSIGNMENT OF RESPONSIBILITY FOR INSPECTION, TESTING, OR SIMILAR SERVICES, THE CONTRACTOR SHALL COORDINATE WITH EACH AGENCY ENGAGED AND SEQUENCE CONSTRUCTION ACTIVITIES TO ACCOMMODATE REQUIRED SERVICES WITH A MINIMUM OF DELAY. IN ADDITION, THE CONTRACTOR SHALL COORDINATE WITH EACH AGENCY'S ACTIVITIES TO AVOID THE NECESSITY OF REMOVING AND REPLACING CONSTRUCTION TO ACCOMMODATE. THE

CONTRACTOR IS RESPONSIBLE FOR

- SCHEDULING TIMES FOR INSPECTIONS, TESTS, TAKING SAMPLES AND SIMILAR ACTIVITIES;

- NOTIFYING THE A/E, OWNER'S INSPECTOR, 3RD/ PARTY INSPECTOR, AND TESTING AGENCY 48 HOURS IN ADVANCE OF OPERATIONS

REQUIRING TESTING SERVICES; AND

- PROVIDING INCIDENTAL LABOR, ACCESS, AND FACILITIES TO FACILITATE INSPECTIONS, TESTS, SAMPLE TAKING AND APPROPRIATE

SAMPLE STORAGE.

· PROTECTION AND REPAIR: REGARDLESS OF THE ORIGINAL ASSIGNMENT OF RESPONSIBILITY FOR INSPECTION, TESTING OR SIMILAR

SERVICES, REPAIR AND PROTECTION ARE THE CONTRACTOR'S RESPONSIBILITY. UPON COMPLETION OF INSPECTION, TESTING, SAMPLE-TAKING AND SIMILAR SERVICES, REPAIR DAMAGED CONSTRUCTION INCLUDING DEFICIENCIES IN VISUAL QUALITIES OF EXPOSED FINISHES. PROTECT CONSTRUCTION EXPOSED BY OR FOR QUALITY CONTROL SERVICE ACTIVITIES, AND PROTECT

REPAIRED CONSTRUCTION.

34. KEEP ALL STREETS, DRIVES, AND WALKS ADJACENT TO SITE AND HAUL ROUTES CLEAN AND FREE OF DIRT, DEBRIS, AND LITTER CAUSED BY CONSTRUCTION OPERATIONS. ANY DIRT, DEBRIS, AND LITTER CAUSED BY CONSTRUCTION OPERATIONS MUST BE REMOVED

IMMEDIATELY.

35. IF DIVISION 01 AND TECHNICAL SPECIFICATION SECTIONS ARE IN CONFLICT WITH THESE NOTES, COMPLY WITH THE MOST STRINGENT

REQUIREMENTS.

WIND LOADS:

BASIC WIND SPEED, V 120 mph

OCCUPANCY CATEGORY III

WIND EXPOSURE CATEGORY B

PER ASCE 7-10:

(AT 3RD FLOOR ROOF)

VELOCITY PRESSURE +15 PSF

FIELD ROOF PRESSURE -18 PSF

PERIMETER ROOF PRESSURE -30 PSF

CORNER ROOF PRESSURE -45 PSF

HORIZONTAL WALL PRESSURE -22 PSF

ANSI/SPRI/FM 4435/ES-1:

FOR RE-2 AND RE-3, CORNERS

P DESIGN, HORIZONTAL (ZONE 5) 44 PSF

FOR RE-2 AND RE-3, PERIMETERS

P DESIGN, HORIZONTAL (ZONE 4) 35 PSF

FOR RE-3, CORNERS

P DESIGN, VERTICAL (ZONE 3) 91 PSF

FOR RE-3, PERIMETERS

P DESIGN, VERTICAL (ZONE 2) 60 PSF

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

L N

VR GA

21002

NTS

G0.02100% SET - ISSUE FOR BID

SCALE: 1

32"=1'-0"

AS1.01

SITE PLAN

PLAN NORTH

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

VR GA

21002

NTS

AS1.01

SCIENCE BUILDING

WORKFORCE AND

TECHNOLOGY CENTER

V. EARL DICKINSON BUILDING

PARKING STRUCTURE

NOTES:

1. SITE PLAN IS CONCEPTUAL. CONTRACTOR

SHALL SUBMIT SITE LOGISTICS PLAN FOR

REVIEW BY THE ENGINEER OF RECORD,

GERMANNA COMMUNITY COLLEGE FACILITY

DEPT, AND CAMPUS POLICE.

2. PROTECT SITE AMENITIES, LANDSCAPING, AND

HARDSCAPES. DAMAGED ITEMS TO BE

REPLACED AT END OF PROJECT. PROTECT

TRAVEL PATH BETWEEN LAYDOWN AREA AND

WORK AREA.

3. SECURE LAYDOWN, ACCESS PATH AND WORK

AREA. RESTORE ALL AFTER PROJECT

COMPLETED.

4. CONTRACTOR WILL ONLY ACCESS THE WORK

AREA THROUGH THE LAYDOWN AREA AND

ACCESS PATH UNLESS GIVEN PRIOR APPROVAL

BY GERMANNA CC FOR TEMPORARY USE,

SUBMIT AT LEAST 1 WEEK PRIOR.

5. PROVIDE EROSION AND SEDIMENTATION

CONTROL MEASURES AT EXISTING SITE

DRAINAGE.

AS1.02

AS1.03

CONTRACTOR ACCESS PATH FROM LAYDOWN AREA TO

WORK AREA. AVOID TREE DRIP LINES AND TEMPORARILY

RELOCATE STONE BENCH AS NEEDED, TO BE REINSTALLED

IN ORIGINAL LOCATION AFTER PROJECT COMPLETION

±11 0'-0

'-1

69'-0"

12'-10"

69'-0"

26'-1"

CONTRACTOR LAYDOWN AREA

'-0

115'-0"

8' M

IN.

2x6 SP #2 PT., PAINTED

2x4 SP #2 PT., PAINTED

2"Ø GALVANIZED STEEL "U" CLAMP

4" PLYWOOD EXTERIOR GRADE

GALVANIZED STEEL POST, 31

2"Ø, TYP.

CONSTRUCTION FENCE CHAIN LINK

2x4 SP #2 PT., PAINTED

CHAIN LINK FENCING

GALVANIZED STEEL POST,

2"Ø, TYP.

4" PLYWOOD EXTERIOR GRADE

2"Ø STEEL "U" CLAMP

2x6 SP #2 PT., PAINTED

TOP RAIL 15

8"Ø, TYP.

SCREWS (2)#10x2" AT 8" O.C.

BOTTOM RAIL, 15

8"Ø, TYP.

CANT STRIP, PAINTED, FINISH NAILS TO 2x4

BASE SUPPORT AS APPROPRIATE TO NOT

DISTURB OR DAMAGE EXISTING PAVERS

SCREWS #10x3" AT 6" O.C.

6" MA

SCREWS (2)#10x2" AT 6" O.C.

PLYWOOD SEAM

2x6 SP #2, PAINTED

2"Ø POSTS AT

4' O.C. MAX.

GALVANIZED STEEL POST

2"Ø GALVANIZED STEEL "U" CLAMP,

NUTS AND WASHERS 2x6 SP #2 PT.

4" PLYWOOD EXTERIOR GRADE,

PAINTED BOTH FACES

CHAIN LINK FENCING

8" BOTTOM RAIL, TYP.

SCALE: 1

8"=1'-0"

AS1.02

PARTIAL SITE PLAN AND TEMPORARY

EGRESS - NORTH ENTRANCE

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

L S

VR GA

21002

NTS

AS1.02

NOTES:

1. SITE PLAN IS CONCEPTUAL. CONTRACTOR

SHALL SUBMIT SITE PLAN FOR REVIEW BY THE

ENGINEER OF RECORD, GERMANNA

COMMUNITY COLLEGE FACILITY DEPT, AND

CAMPUS POLICE.

2. PROTECT SITE AMENITIES, LANDSCAPING, AND

HARDSCAPES. DAMAGED ITEMS TO BE

REPLACED AT END OF PROJECT.

3. SEE AS1.04 FOR STAGING

4. RECORD DRAWING SHEET GI101, LIFE SAFETY

PLANS, ATTACHED AT END OF SET FOR

REFERENCE

LEGEND - SITE PLAN

CURTAIN WALL REPAIR

CONSTRUCTION FENCE

CONSTRUCTION FENCE DURING

STAGE 1 WORK ONLY

EXISTING SIDEWALK

OVERLAP OF SIDEWALK & CODE

RESTRICTED CONSTRUCTION AREA

ENTRY DOORS TO REMAIN OPEN

INSTALL OVERHEAD PROTECTION OR TEMPORARILY BLOCK

STAIR EXIT DOOR DURING WORK HOURS WHEN BARRIER

FENCE IS REQUIRED DUE TO ADJACENT WORK (STAGES 1

AND 9). UNBLOCK AND OPEN/REMOVE TEMPORARY FENCE

WHEN NOT WORKING TO ALLOW PEDESTRIAN USE. KEEP

AREA CLEAR WHEN NOT WORKING

EXTERIOR PEDESTRIAN WALKWAY IMPACTED

DURING STAGE 1 AND 9 CONSTRUCTION PER

CODE REQUIREMENTS FOR TEMPORARY

PROTECTION (SHADED AREA)

GROUP

STUDY 124

FIRE RATED DOOR: SECURE DOOR

OPEN FOR EGRESS WHEN STAIR

EXTERIOR EXIT IS BLOCKED

LIN

- S

1.0

PLAN NORTH

CONTRACTOR ACCESS PATH FROM

LAYDOWN AREA TO WORK AREA

PROPOSED SITE ENCLOSURE

CONSTRUCTION FENCE

'-0

BARRIER FENCE NOTES:

1. BARRIER FENCE TO BE DESIGNED ACCORDING

TO CHAPTER 33 OF ICC. REFERENCE DIVISION

1 SPECIFICATIONS FOR ADDITIONAL

INFORMATION REGARDING TEMPORARY

PROTECTION

2. THE BARRIER FENCE SHALL BE A MINIMUM OF

8 FEET TALL ABOVE GRADE.

3. BARRIER FENCE, PLYWOOD, AND PLYWOOD

CONNECTIONS SHALL BE DESIGNED TO

RESIST A LATERAL UNIFORM SERVICE LOAD

OF 30 PSF APPLIED PERPENDICULAR TO THE

VERTICAL PLANE OF THE PLYWOOD BARRIER.

THE LATERAL LOAD SHALL BE ASSUMED TO BE

REVERSIBLE IN DIRECTION.

4. ALL LUMBER SUPPLIED SHALL BE SOUTHERN

PINE NO. 2 OR BETTER, PRESSURE TREATED.

5. ALL PLYWOOD SHALL BE EXTERIOR

EXPOSURE DURABILITY CLASSIFICATION,

GRADE C-C OR BETTER

6. NAILS SHALL BE HOT-DIP GALVANIZED.

INSTALL NAILS AND SCREW IN PATTERNS AND

QUANTITY AS SHOWN IN THE DRAWINGS.

7. ALL SCREWS, BOLTS, NUTS, AND WASHERS

SHALL BE HOTDIPPED GALVANIZED

8. POSTS TO BE SET IN TEMPORARY FENCE

WEIGHTS. DO NOT DISTURB OR DAMAGE

EXISTING SIDEWALK PAVERS.

9. RELOCATE AND REUSE BARRIER FENCE FROM

STAGE 1 TO STAGE 8 AS NEEDED

SCALE: NTS

AS1.02

BARRIER CONSTRUCTION FENCE DETAIL

EXTENT OF OVERHEAD PROTECTION. REFERENCE ELEVATION

2/A2.02 FOR SEQUENCING WITHIN STAGE 9. CONTRACTOR

CAN PROPOSE ALTERNATIVE SEQUENCING TO MAINTAIN

EGRESS REQUIREMENTS

PROTECT METAL PANEL CLADDING

FROM TEMPORARY FENCING

PROTECT EXISTING CANOPY, COORDINATE OVERHEAD

PROTECTION FOR STAGE 9

BARRIER CONSTRUCTION FENCE.

SEE DETAIL 2/AS1.02

CONTRACTOR ACCESS PATH

OVERHEAD PROTECTION

SCALE: NONE

AS1.02

SITE NORTHEAST VIEW, LOOKING WEST

AVOID PEDESTRIAN LIGHT

BOLLARDS ALONG EDGE OF PAVER

WALKWAY, SEE 3/AS1.03

AVOID PEDESTRIAN LIGHT BOLLARDS,

KEEP OUTSIDE FENCED AREA, TYP.

SIMULATED CONSTRUCTION AREA

ACCESS PATH FOR REFERENCE

TEMPORARILY RELOCATE STONE

BENCHES, RETURN TO ORIGINAL

LOCATION AFTER WORK COMPLETED

AS1.02

PROTECT EXISTING PAVERS, TYP.

SCALE: 1

8"=1'-0"

AS1.03

PARTIAL SITE PLAN AND TEMPORARY

EGRESS - SOUTH ENTRANCE PLAN NORTH

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

L S

VR GA

21002

NTS

AS1.03

ENTRY DOORS TO REMAIN OPEN

FIRE RATED DOOR: SECURE DOOR

OPEN FOR FOR EGRESS WHEN

STAIR EXTERIOR EXIT IS BLOCKED

EXTERIOR PEDESTRIAN WALKWAY IMPACTED DURING

STAGES 8 AND 10 CONSTRUCTION PER CODE

REQUIREMENTS FOR TEMPORARY PROTECTION

PROPOSED SITE ENCLOSURE CONSTRUCTION FENCE

LIN

- S

1.0

BARRIER CONSTRUCTION FENCE. SEE DETAIL 2/AS1.02

'-0

12'-10"

EXTENT OF OVERHEAD PROTECTION. REFERENCE

ELEVATION 1/A2.02 FOR SEQUENCING WITHIN STAGE 10.

CONTRACTOR CAN PROPOSE ALTERNATIVE SEQUENCING

TO MAINTAIN EGRESS REQUIREMENTS

PROTECT EXISTING CANOPY, COORDINATE OVERHEARD

PROTECTION FOR STAGE 10

INSTALL OVERHEAD PROTECTION OR TEMPORARILY BLOCK

STAIR EXIT DOOR DURING WORK HOURS WHEN BARRIER

FENCE IS REQUIRED DUE TO ADJACENT WORK (STAGES 8

AND 10). UNBLOCK AND OPEN/REMOVE TEMPORARY FENCE

WHEN NOT WORKING TO ALLOW PEDESTRIAN USE. KEEP

AREA CLEAR WHEN NOT WORKING

PROTECT METAL PANEL CLADDING

FROM TEMPORARY FENCING

NOTES:

1. SITE PLAN IS CONCEPTUAL. CONTRACTOR

SHALL SUBMIT SITE PLAN FOR REVIEW BY THE

ENGINEER OF RECORD, GERMANNA

COMMUNITY COLLEGE FACILITY DEPT, AND

CAMPUS POLICE.

2. PROTECT SITE AMENITIES, LANDSCAPING, AND

HARDSCAPES. DAMAGED ITEMS TO BE

REPLACED AT END OF PROJECT.

3. SEE AS1.04 FOR STAGING

4. RECORD DRAWING SHEET GI101, LIFE SAFETY

PLANS, ATTACHED AT THE END OF THE SET FOR

REFERENCE

LEGEND - SITE PLAN

CURTAIN WALL REPAIR

CONSTRUCTION FENCE

CONSTRUCTION FENCE DURING

STAGE 1 WORK ONLY

EXISTING SIDEWALK

OVERLAP OF SIDEWALK & CODE

RESTRICTED CONSTRUCTION AREA

CONTRACTOR ACCESS PATH

OVERHEAD PROTECTION

AS1.03

AVOID PEDESTRIAN LIGHT BOLLARDS ALONG EDGE

OF PAVER WALKWAY AND WIND TURBINE WITH

DISPLAY AND EQUIPMENT, SEE 2/AS1.03

SCALE: 1

8"=1'-0"

AS1.03

SITE SOUTH VIEW, LOOKING EAST

AVOID PEDESTRIAN LIGHT

BOLLARDS, KEEP OUTSIDE

FENCED AREA, TYP.

AVOID WIND TURBINE AND

DISPLAY, KEEP OUTSIDE

FENCED AREA

SIMULATED CONSTRUCTION

FENCE FOR REFERENCE

SCALE: 3

32"=1'-0"

AS1.04

PHASING PLAN

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

VR GA

21002

NTS

AS1.04

1 2 3 4 5 6 7 8 9 10

2.1 2.2

2.7

3.9

4.9 6.1

7.1

8.1 8.9

9.1

3.5

PLAN NORTH

STAGE 3

STAGE 4

STAGE 5

STAGE 6

STAGE 7

STAGE 8

NOTES:

1. PHASES SHOWN ARE AN ESTIMATE,

CONTRACTOR TO VERIFY IN FIELD.

2. IN EACH PHASE, WORK TO BE COMPLETE ON

FIRST AND SECOND FLOOR.

3. PROVIDE TEMPORARY PROTECTION OR

CLOSE AFFECTED ROOMS IN FRONT OF

CURRENT WORK AREA.

PHASE 7 REPAIRS NOT TO INCLUDE PROTOTYPE AREA WITH THE

EXCEPTION OF PERIMETER SEALANT AT HEAD AND SILL AND AROUND

SPANDREL GLASS. REFER TO WDP REPORT IN THE PROJECT MANUAL.

REFER TO ELEVATIONS FOR EXACT PROTOTYPE LOCATION.

9STAGE 10

UNOBSTRUCTED

WALK PATH 6'-0" MIN.

NEW TEMPORARY LIGHTING

PROPOSED, LITHONIA VR2 BY

GRAINER. NO BATTERY BACKUP.

OVERHEAD PROTECTION SHED

UPLIFT PROTECTION

AS REQUIRED

8' BARRIER

CONSTRUCTION

FENCE MOUNTED

TO PROTECTION

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

FRAME MODULES

FRAME MODULES FRAME MODULES

LIN

T F

NOTE:

PLYWOOD BARRIER FENCE NOT SHOWN FOR CLARITY.

EXISTING SIDEWALK OR

1'X1'X6" CONCRETE PAD, TYP.

TIE DOWNS FOR FRAMES

8' BARRIER CONSTRUCTION FENCE, TYP.

FRAME, TYP.

SCREW LEG

BEAM

JOIST

DIAGONAL BRACE

LIGHTS AT 8'

O.C.. MAX.

THE ROOF SYSTEM SHALL BE SUPPLIED AND

INSTALLED ON ALL SIDEWALK PROTECTION.

6"24 GA. GALVANIZED STEEL

COPING

4" RIGID INSULATION

(2) 2X4 BLOCKING

W/10d NAILS AT 10" O.C.

2" PLYWOOD BLOCKING

2X10 SP #2 OR BETTER

4" PLYWOOD FASCIA

EXTERIOR GRADE, PAINTED

JOIST

2X6 BLOCKING

2X4 BLOCKING

SCREWS #10X3" AT 6" O.C.

ROOF MEMBRANE

ROOFING SCREWS W/PLATE WASHERS #8X6" AT 16" O.C. EACH WAY

4" PLYWOOD

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

ILS

VR GA

21002

NTS

AS1.05

OVERHEAD PROTECTION

1. OVERHEAD PROTECTION SYSTEMS SHALL BE CONSTRUCTED FROM PROPRIETARY SYSTEMS USING STRUCTURALLY RATED COMPONENTS. ALL SCAFFOLD SYSTEM COMPONENTS SUPPLIED SHALL BE EITHER NEW OR IN EXCELLENT USED CONDITION. FINISHES FOR ALL COMPONENTS MUST BE CONSISTENT AND SHALL BE GALVANIZED OR MILL FINISH ALUMINUM. THE OWNER WILL INSPECT SYSTEMS FOR DAMAGED, DENTED, SCRATCHED, CORRODED, BENT OR OTHERWISE UNSUITABLE COMPONENTS PRIOR TO INSTALLATION.

DAMAGED COMPONENTS WILL BE REPLACED AT NO COST TO THE OWNER.

2. SYSTEMS SHALL BE DESIGNED BY THE SUPPLIER AND INSTALLED TO MEET OR EXCEED THE PERFORMANCE REQUIREMENTS LISTED. SHOP DRAWINGS SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF VIRGINIA AND SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER AND OWNER. SYSTEMS SHALL BE ERECTED BY INSTALLERS CERTIFIED BY THE PROPRIETARY SYSTEM

MANUFACTURER OR AS OTHERWISE APPROVED IN WRITING BY THE OWNER.

3. THE DRAWINGS DEPICT THE CONCEPTUAL APPEARANCE OF THE OVERHEAD PROTECTION SYSTEM AS A MEANS OF CONVEYING THE INTENT OF THE PROTECTION DESIGN REQUIREMENTS. PROPRIETARY SYSTEMS WILL VARY IN MEMBER SIZE, NUMBER AND APPEARANCE. OVERHEAD PROTECTION SHALL TERMINATE NO

LESS THAN 20 FEET FROM STAIR TOWER ENTRIES.

4. PERFORMANCE REQUIREMENTS:

A. THE SYSTEM SHALL BE CAPABLE OF SUPPORTING A UNIFORM SERVICE LOAD OF 150 PSF APPLIED TO

THE ROOF STRUCTURE.

B. TIE DOWNS SHALL BE SUPPLIED AT EACH SHORING FRAME AND SHALL BE CAPABLE OF RESISTING A

UNIFORM UPLIFT SERVICE LOAD OF 30 PSF APPLIED TO THE ROOF SYSTEM.

C. THE MINIMUM INSIDE CLEAR CEILING HEIGHT AT OVERHEAD PROTECTION, AS MEASURED FROM THE

WALKING SURFACE, SHALL BE 8 FEET.

D. THE MINIMUM INSIDE CLEAR WIDTH OF WALKING AREAS BETWEEN FENCING, GATES AND BENEATH

OVERHEAD PROTECTION SHALL BE 6 FEET.

E. THE STRUCTURAL COMPONENTS SHALL BE POSITIVELY CONNECTED TOGETHER TO RESIST THE

SPECIFIED SERVICE LOADS. THE DECKING PLANKS SHALL BE STRUCTURALLY CONNECTED TO THE

PROPRIETARY PROTECTION SYSTEM TO RESIST A 30 PSF SERVICE UPLIFT LOAD.

F. LIGHTS SHALL BE INSTALLED IN THE OVERHEAD PROTECTION AREAS SPACED NOT MORE THAN 10 FEET ON CENTER. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO THE PROTECTION SYSTEMS. THE OWNER WILL PROVIDE CONNECTION POINTS AT THE BUILDING EXTERIOR WALLS. LIGHTS SHALL BE OUTDOOR, WEATHERPROOF, VANDAL-RESISTANT LED FIXTURES (70W, 120-277V) AND SHALL BE

EQUIPPED WITH TAMPER RESISTANT SCREEN COVERS.

G. THE PROPRIETARY SYSTEM SHALL BE DESIGNED SO THAT THE SPECIFIED CONSTRUCTION FENCE OR

BARRIER FENCE CAN BE MECHANICALLY ATTACHED TO THE FRAME OF THE SYSTEM.

SCALE: NTS

AS1.05

OVERHEAD PROTECTION - DETAIL

SCALE: NTS

AS1.05

TYPICAL OVERHEAD PROTECTION - SECTION

SCALE: NTS

AS1.05

TYPICAL OVERHEAD PROTECTION - ELEVATION

AS1.05

SCALE: NTS

A1.01

FIRST FLOOR REPAIR PLAN

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

VR GA

21002

NTS

A1.01

1 2 3 4 5 6 7 8 9 10

2.1 2.2

2.7

3.9

4.9 6.1

7.1

8.1 8.9

9.1

3.5

1 & 6 A2.01

2 & 6 A2.01

A3.01

PLAN NORTH

3 & 4 A2.01

149'-3"

38'-11 1 4 "

PLAN EAST

PLAN NORTHPLAN SOUTH

PHASE 7 REPAIRS NOT TO INCLUDE PROTOTYPE AREA WITH THE

EXCEPTION OF PERIMETER SEALANT AT HEAD AND SILL AND AROUND

SPANDREL GLASS. REFER TO WDP REPORT IN THE PROJECT MANUAL.

REFER TO ELEVATIONS FOR EXACT PROTOTYPE LOCATION.

A2.02

A3.01

A3.02

A2.02

1A A5.01

EXISTING ENTRY

CANOPY ABOVE

DO NOT DISTURB EXISTING EXIT

SIGN MOUNTED ON CW FRAME

OVER EXTERIOR EXIT DOOR, TYP

EXISTING ENTRY

CANOPY ABOVE

DN DN

UP UP

SCALE: 3

32"=1'-0"

A1.02

SECOND FLOOR REPAIR PLAN

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

VR GA

21002

NTS

A1.02

1 2 3 4 5 6 7 8 9 10

2.1 2.2

2.7

3.9

4.9 6.1

7.1

8.1 8.9

9.1

3.5

A3.01

PLAN NORTH

149'-3"

38'-11 1 4 "

A2.01

PHASE 7 REPAIRS NOT TO INCLUDE PROTOTYPE AREA WITH THE

EXCEPTION OF PERIMETER SEALANT AT HEAD AND SILL AND AROUND

SPANDREL GLASS. REFER TO WDP REPORT IN THE PROJECT MANUAL.

REFER TO ELEVATIONS FOR EXACT PROTOTYPE LOCATION.

A2.02

A3.01

A3.02

A2.02

1B A5.01

A2.02

SIM.

A2.01

3R D

T S

W N, R

L A

L G

EXISTING ENTRY CANOPY,

LOW-SLOPE BATTEN SEAM

METAL ROOF

A2.01

NOTE:

3RD FLOOR PLAN NOT SHOWN, SEE 2ND FLOOR PLAN NOTES, ELEVATIONS, AND SECTIONS.

RECORD DRAWING SHEET AE103, THIRD FLOOR PLAN, ATTACHED AT THE END OF THE SET FOR

REFERENCE

REPAIR WHERE CEILING

GWB CUT FOR TEMPORARY

ACCESS NEAR THE OPEN

STAIRWAY, 2 LOCATIONS

APPROXIMATELY 24"X24"

REPLACED DAMAGED GWB IN ROLLER

SHADE POCKET AND REPAINT TO

MATCH EXISTING, SEE 3/A1.02

REMOVE AND REINSTALL

EXISTING SUNSHADE TO

PERFORM CW REPAIRS, TYP.

EXISTING SUNSHADES ABOVE, SEE 5/A2.02

AND CW SHOP DRAWING G-5.XX DETAILS

REMOVE AND REINSTALL

EXISTING SUNSHADE TO

PERFORM CW REPAIRS, TYP.

EXISTING ENTRY CANOPY, LOW-SLOPE

BATTEN SEAM METAL ROOF

A5.01

SIM.

A5.01

A2.01

A1.02

TYPICAL ROLLER SHADE POCKET DAMAGE

VIEW LOOKING UP AT CEILING,

INTO GWB POCKET

REPLACED DAMAGED

GWB IN ROLLER SHADE

POCKET AND REPAINT TO

MATCH EXISTING

A2.02

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

L E

VR GA

21002

AS NOTED

A2.01

2.2 2.7 3.9 4.9 6.1 7.1 8.1 9.1

1ST FLOOR

0'-0"

2ND FLOOR

15'-0"

THIRD FLOOR

29'-0"

SCALE: 3

16"=1'-0"

A2.01

CURTAIN WALL

EAST ELEVATION REPAIR

1B A5.01

A5.01

1A A5.01

A5.01

NOTES:

1. THIS ELEVATION IS DRAWN AS A FLAT REPRESENTATION OF SEGMENTED WALL. CONTRACTOR TO FIELD VERIFY.

2. CONTRACTOR TO FIELD VERIFY DIMENSIONS OF ANY BROKEN GLAZING.

1'-81 4"

9'-113 4" 25'-31

8" 25'-31 8" 25'-31

8" 9'-113 4"

1'-81 4"

3'- 6"

6'-

1 2" 4'-

61 2" 3'-

6" 5'-

6" 4'-

1 2"

GLAZING SCHEDULE

GL1 LOW-E CLEAR INSULATING GLASS

GL1T LOW-E CLEAR INSULATING TEMPERED GLASS

GL8 GL8 TO BE REPLACED WITH LAMINATED GLASS. COLOR

TO MATCH EXISTING. SUBMIT SAMPLE FOR APPROVAL.

SCALE: 3

16"=1'-0"

A2.01

CURTAIN WALL

SOUTH ELEVATION REPAIR

1ST FLOOR

0'-0"

2ND FLOOR

15'-0"

THIRD FLOOR

29'-0"

SCALE: 3

16"=1'-0"

A2.01

CURTAIN WALL

NORTH ELEVATION REPAIR

A5.01

1A A5.01

GL8 GL8 GL8 GL8

GL1 GL1 GL1 GL1

GL1T GL1T GL1T GL1T

GL8 GL8 GL8 GL8

GL1 GL1 GL1 GL1

GL1T GL1T GL1T GL1T

A5.01

GL8

GL1

GL1T

1A A5.01

1B A5.01

LOCATION OF PROTOTYPE. PERIMETER SEALANT AT HEAD

AND SILL OF PROTOTYPE TO BE REPLACED. SPANDREL

GLASS TO BE REPLACED. ALL OTHER REPAIRS ALREADY

COMPLETED IN THIS SECTION AS PART OF THE PROTOTYPE

REPAIR. REFER TO WDP REPORT IN THE PROJECT MANUAL.

SCALE: NTS

A2.01

PHOTOGRAPH 3

LIBRARY EAST AND NORTH ELEVATIONS

A2.01

PHOTOGRAPH 1

LIBRARY SOUTH ELEVATION

SCALE: NTS

A2.01

PHOTOGRAPH 2

LIBRARY SOUTH ELEVATION SUNSHADES

SCALE: NTS

SUNSHADES NOT SHOWN FOR CLARIFY, SEE PHOTOGRAPH 4/A2.01

AND 3/A2.02.

1ST FLOOR

0'-0"

2ND FLOOR

15'-0"

3RD FLOOR

29'-0"

LIN

- S

A2 .02

LIN

- S

A2 .02

A3.01

A5.01

A2.02

A2.01

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

L E

VR GA

21002

NTS

A2.02

SCALE: 3

16"=1'-0"

A2.02

CURTAIN WALL

SOUTH ELEVATION REPAIR

1ST FLOOR

0'-0"

2ND FLOOR

15'-0"

3RD FLOOR

29'-0"

SCALE: 3

16"=1'-0"

A2.02

CURTAIN WALL

NORTH ELEVATION REPAIR

1ST FLOOR

0'-0"

2ND FLOOR

15'-0"

3RD FLOOR

29'-0"

LIN

- S

A2 .01

LIN

- S

A2 .01

GLAZING SCHEDULE

GL1 LOW-E CLEAR INSULATING GLASS

GL1T LOW-E CLEAR INSULATING TEMPERED GLASS

GL8 GL8 TO BE REPLACED WITH LAMINATED GLASS. COLOR

TO MATCH EXISTING. SUBMIT SAMPLE FOR APPROVAL.

1ST FLOOR

0'-0"

2ND FLOOR

15'-0"

3RD FLOOR

29'-0"

SCALE: 1

2"=1'-0"

A2.02

LIBRARY SOUTH SECTION AT SUNSCREEN

A3.01

EXISTING MINERAL WOOL INSULATION TO

REMAIN, RESECURE AS NEEDED AND

REPLACE ANY MISSING AREAS

EXISTING GLAZED ALUMINUM CURTAINWALL

EXISTING ROLLER WINDOW SHADE

EXISTING GLAZED ALUMINUM CURTAINWALL

EXISTING ROLLER WINDOW SHADE

3'- 6"

6'- 6"

5'- 0"

3'- 6"

5'- 3"

5'- 9"

A5.01

NOTES:

1. REFER TO SHEET A3.01 FOR REPAIR NOTES

2. SUNSHADES TO BE REMOVED FOR REPAIRS. ALL SUNSHADES TO BE CLEANED.

SUNSHADES TO BE REINSTALLED TO MATCH EXISTING.

SEQUENCING PLAN FOR STAGE 9 & 10:

A. BEGIN WITH 2ND AND 3RD FLOOR REPAIRS WHILE PROVIDING OVERHEAD PROTECTION AT ALL DOORS.

B. COMPLETE REPAIRS TO THE STAIRWELL DOOR WHILE PROVIDING A BARRIER FENCE

C. COMPLETE REPAIRS TO MIDDLE DOORS WHILE PROVIDING A BARRIER FENCE TO ALLOW PEDESTRIANS TO EXIT VIA

THE END SET OF DOUBLE DOORS0

D. COMPLETE REPAIRS TO THE FINAL SET OF DOUBLE DOORS, PROVIDING A BARRIER FENCE BETWEEN THE BRICK

AND DOOR TO ALLOW PEDESTRIANS TO USE THE STAIRWELL AND MIDDLE SET OF DOORS.

NOTE:

CONTRACTOR CAN PROPOSE ALTERNATIVE SEQUENCING TO MAINTAIN EGRESS REQUIREMENTS.

EXISTING DOOR GLAZING TO REMAIN, NOT IN SCOPE.

SEQUENCE A: OVERHEAD

PROTECTION ACROSS ALL DOORS

SEQUENCE D: REPAIRS TO WEST

END AREA UNDER THE CANOPY,

BARRIER FENCE

SEQUENCE C: REPAIRS TO MIDDLE

AREA UNDER THE CANOPY,

BARRIER FENCE

SEQUENCE B: REPAIRS TO

STAIRWELL AREA UNDER THE

CANOPY, BARRIER FENCE

SEQUENCE A: OVERHEAD

PROTECTION ACROSS ALL DOORS

SEQUENCE D: REPAIRS TO

STAIRWELL WEST END AREA

UNDER CANOPY, BARRIER FENCE

SEQUENCE B: REPAIRS TO END

STAIRWELL AREA UNDER CANOPY,

BARRIER FENCE

SEQUENCE C: REPAIRS TO MIDDLE

AREA UNDER THE CANOPY,

BARRIER FENCE

B E

CONTINUOUS HORIZONTAL

MULLION, SEE 6/A5.01

SIM.

EXISTING IGU TO BE REMOVED, CLEANED AS

NEEDED, AND REINSTALLED, TYP. SEE A3.01

NOTES AND SPECIFICATIONS. REFER TO

ORIGINAL CURTAIN WALL SHOP DRAWINGS

FOR ADDITIONAL INFORMATION

EXISTING SUNSHADE TO BE REMOVED,

CLEANED AS NEEDED, AND REINSTALLED,

TYP. SEE 1B/A5.01 FOR SOUTHEAST CORNER

CONDITION. REFER TO ORIGINAL CURTAIN

WALL SHOP DRAWINGS FOR ADDITIONAL

INFORMATION

A3.02

A5.01

A3.02

NOTE: SUNSHADES NOT SHOWN FOR CLARITY, SEE 4/A2.02 (SIM) AND 1/A3.02NOTE: SUNSHADES NOT SHOWN FOR CLARITY, SEE 4/A2.02 (SIM) AND 1/A3.02

A5.01

SIM

A5.01

A2.02

3-STORY SOUTH ELEVATION 5

A2.02

3-STORY ELEVATION SUNSHADES

SCALE: 11

2"=1'-0"

A3.01

EXISTING CURTAINWALL SECTION

AT LOW ROOF, EXISTING ROOFING REMOVAL

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

N W

L S

VR GA

21002

NTS

A3.01

1ST FLOOR

0'-0"

2ND FLOOR

15'-0"

3RD FLOOR

29'-0"

SCALE: 1

2"=1'-0"

A3.01

LIBRARY EAST & NORTH SECTION

A3.01

EXISTING FIN BEYOND

EXISTING CURTAIN WALL FRAMING TO REMAIN

EXISTING MINERAL WOOL INSULATION

TO REMAIN, RESECURE AS NEEDED

AND REPLACE ANY MISSING AREAS

EXISTING 14" SPANDREL GLASS TO BE

REMOVED AND REPLACED (GL8),

TYPICAL

REMOVE EXISTING SEALANT, SEE PHOTO 3 (5/A3.01)

CUT AND REMOVE PORTION OF EXISTING

TPO MEMBRANE, SEE PHOTO 1 (3/A3.01)

REMOVE TPO FLASHING STRIP AND METAL

EDGE FLASHING, SEE PHOTOS 1 & 2 (3 & 4/A3.01)

EXISTING MINERAL WOOL INSULATION TO

REMAIN, RESECURE AS NEEDED AND

REPLACE ANY MISSING AREAS

EXISTING GLAZED ALUMINUM CURTAINWALL

EXISTING ROLLER WINDOW SHADE

EXISTING GLAZED ALUMINUM CURTAINWALL

EXISTING ROLLER WINDOW SHADE

3'- 6"

6'-

0" 5'-

0" 3'-

6" 5'-

3" 5'-

A5.01

A3.01

SCALE: NONE

A3.01

PHOTOGRAPH 1

SCALE: NONE

A3.01

PHOTOGRAPH 2

SCALE: NONE

A3.01

PHOTOGRAPH 3

GENERAL NOTES:

1. REINSTALLATION OF CURTAIN WALL COMPONENTS PER MANUFACTURER'S INSTRUCTIONS AND

APPROVED SHOP DRAWINGS.

2. ALL REUSED EXISTING COMPONENTS TO BE THOROUGHLY CLEANED BEFORE REINSTALLATION.

3. NEW EXTERIOR GASKETS AT ALL LOCATIONS. INTERIOR GASKETS TO BE INSPECTED AND

REPLACED AS NEEDED.

4. HORIZONTAL AND VERTICAL JOINT STOPS TO BE REPLACED. SETTING BLOCKS TO BE REPLACED.

5. REMOVE AND REINSTALL PERIMETER JOINT SEALANT.

6. INSTALL AND TEST SPANDREL MOCKUP BEFORE PROCEEDING.

7. SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS, INCLUDING FIELD TESTING

FRAME NOTES

1. EXISTING FRAME TO REMAIN IN PLACE

2. SEAL FACE, TOP, BOTTOM, AND SCREW TRACKS OF SHEAR BLOCKS AS NEEDED. ADEQUATE

SEALANT SHOULD BE APPLIED IN TRACK OF SHEAR BLOCK TO ALLOW SEALANT TO FORCE

THROUGH HOLES IN HORIZONTAL.

3. SEALANT SHOULD FORM A SEAL AROUND AND BENEATH ATTACHMENT FASTENERS. IF SEALANT

DOES NOT FORM COMPLETE SEAL AROUND SCREW HEAD, THE FASTENER SHOULD BE CAP

SEALED TO INSURE A PROPER SEAL.

4. WIPE EXCESS SEALANT FROM EXPOSED AREAS. TOOL SEALANT INTO THE JOINT BETWEEN THE

HORIZONTAL AND VERTICAL AT THE GLAZING POCKET. AVOID A BUILDUP OF SEALANT ON THE

GASKET SURFACES OR IN THE GASKET REGLETS.

5. INSTALL NEW ZONE PLUGS

6. APPLY SEALANT TO ALL CONTACT SURFACES ON VERTICAL AND HORIZONTAL MULLIONS WHERE

ZONE PLUGS WILL BE INSTALLED. APPLY SEALANT TO HORIZONTAL TONGUE RECEPTOR ON

ZONE PLUG AND INSTALL AT THE END OF EACH HORIZONTAL, HEAD, AND SILL. TOOL ANY

EXCESS SEALANT AROUND FRONT END OF ZONE PLUG WHERE THERMAL SPACER ABUTS THE

ZONE PLUG. TOOL SEALANT IN GLAZING POCKETS.

7. APPLY PERIMETER SEAL. SEAL ALONG TONGUE OF HORIZONTAL AND ACROSS FACE OF MULLION

BEFORE INSTALLING ZONE BRIDGE. FORCE SEALANT INTO ALL RACES ON FACE OF MULLION.

TOOL SEALANT ALONG TOP AND SIDES OF ZONE BRIDGE TO FORM A WATER TIGHT SEAL.

ENSURE FREE FLOW OF WATER FROM VERTICAL TO HORIZONTAL DRAINAGE PATH, CORRECT

OBSTRUCTIONS BY EXCESSIVE SEALANT AND INTERIOR GASKETS.

THERMAL ISOLATOR NOTES:

1. INSTALL NEW THERMAL ISOLATORS PER THE MANUFACTURER'S INSTRUCTIONS

GLAZING NOTES

1. EXISTING IGUS TO BE CLEANED AND REUSED. SPANDREL TO BE REPLACED AND NEW GLAZING

POCKET ADAPTERS FOR THICKER LAMINATED GLASS

2. CHECK TO ENSURE INTERIOR GASKET IS PROPER SIZED (NOT TOO SHORT OR TOO LONG) AND

NO GAP OR OVERLAP (BUCKLING) IN THE CORNERS. WET SEAL CORNERS BEFORE RESETTING

GLASS

3. SET GLASS IN OPENING. ENSURE THE CORRECT GLASS BITE IS MAINTAINED ON ALL SIDES. BE

CERTAIN THAT GLASS IS PLACED FIRMLY AGAINST INTERIOR GASKET TO ENSURE A PROPER

SEAL AND TO AVOID BINDING OF THE GLASS ON SETTING BLOCKS

4. TEMPORARILY HOLD GLASS IN THE OPENING PER MANUFACTURER’S INSTRUCTIONS

PRESSURE PLATE NOTES:

1. EXISTING PRESSURE PLATES TO BE CLEANED AND REUSED

2. ENSURE THAT SCREWS IN THE PRESSURE PLATE ARE SPACED PROPERLY ACCORDING TO

MANUFACTURER'S INSTRUCTIONS, SPECIALLY AT ENDS. CORRECT IMPROPER SPACING WITH

NEW HOLES/SCREWS AND FILL UNUSED HOLES PROPERLY

3. PRIOR TO INSTALLING PRESSURE PLATES, APPLY SEALANT TO THE FACE OF EACH ZONE PLUG.

VERTICAL PRESSURE PLATES MUST BE INSTALLED BEFORE THE HORIZONTAL PRESSURE

PLATES ARE APPLIED.

4. AFTER REMOVING VERTICAL TEMPORARY RETAINERS, INSTALL VERTICAL PRESSURE PLATES, HOLDING BACK 1/8” FROM THE ENDS OF THE VERTICAL MULLION

5. AFTER REMOVING HORIZONTAL TEMPORARY RETAINERS, CENTER HORIZONTAL PRESSURE

PLATES IN OPENING, LEAVING 1/8” GAP ON EACH END. MAKE SURE THAT THE WEEP HOLES ARE

ON THE TOP SIDE OF THE PRESSURE PLATE AND UNOBSTRUCTED. HORIZONTAL PRESSURE

PLATES AND FACE COVERS RUN CONTINUOUS OVER MULLIONS, NOT TO EXCEED 3 LITES IN

LENGTH. APPLY FACE CAP TO CONTINUOUS PRESSURE PLATES ONLY.

6. TORQUE SCREWS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

SEALING TOP OF VERTICAL AND FACE COVER NOTES:

1. EXISTING FACE COVERS TO BE CLEANED AND REUSED.

2. INSERT BACKER ROD INTO CAVITY AT THE TOP OF EACH VERTICAL MULLION. SEAL OFF END OF

VERTICAL, SLOPING SEALANT BACK TO MARRY WITH THE PERIMETER SEAL.

3. SEAL HORIZONTAL PRESSURE PLATES AGAINST THE VERTICAL FACE COVERS. TOOL SEALANT

INTO THE JOINT.

4. INSTALL HORIZONTAL FACE COVERS, LEAVING AN EQUAL GAP AT EACH END. MAKE SURE THAT

WEEP HOLES IN THE FACE COVER ARE ON THE BOTTOM AND UNOBSTRUCTED.

5. REFER TO MANUFACTURER’S INSTRUCTIONS FOR FACE CAP INSTALLATION

INTERIOR:

1. DRYWALL TO BE REPAIRED AT LOCATIONS WHERE DAMAGED BY WATER LEAKAGE OR CURTAIN

WALL REPAIRS; MATCH EXISTING.

2. PAINT TO BE REPAIRED AT LOCATIONS WHERE DAMAGED BY WATER LEAKAGE OR CURTAIN

WALL REPAIRS; MATCH EXISTING.

3. BLINDS TO BE REPAIRED BY GERMANNA COMMUNITY COLLEGE.

SPANDREL NOTES:

1. EXISTING GLAZING ADAPTERS TO BE REMOVED, CLEANED AND REUSED. REPLACE ANY

DAMAGED ITEMS.

2. ENSURE TO USE NARROW SETTING BLOCKS, DO NOT USED MODIFIED STANDARD SETTING

BLOCKS.

3. REINSTALL EXISTING GLAZING ADAPTERS BY SEALING INTO RECEIVER SLOT AND, ENSURE

CORNERS ARE SEALED BACK TO THE GLASS FACE.

CUT BACK EXISTING TPO

FLASHING MEMBRANE

REMOVE EXISTING METAL

EDGE FLASHING

NOTE:

1. SEE DETAIL 1/A5.02 FOR REPAIR

SEE DETAIL 1/A5.02 FOR ROOF REPAIR WORK

B E

CONTINUOUS HORIZONTAL

MULLION, SEE 6/A5.01

EXISTING IGU TO BE REMOVED, CLEANED AS

NEEDED, AND REINSTALLED, TYP. SEE A3.01

NOTES AND SPECIFICATIONS. REFER TO

ORIGINAL CURTAIN WALL SHOP DRAWINGS

FOR ADDITIONAL INFORMATION

A5.02

SCALE: 11

2"=1'-0"

A3.02

EXISTING CURTAINWALL SECTION

AT 3-STORY ROOF, EXISTING ROOFING REMOVAL

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

N W

L S

VR GA

21002

NTS

A3.02

1ST FLOOR

0'-0"

3RD FLOOR

29'-0"

TOS/ROOF

43'-0"

SCALE: 3

8"=1'-0"

A3.02

ENTRY WALL SECTION

A3.02

EXISTING MINERAL WOOL INSULATION

EXISTING GLAZED ALUMINUM CURTAINWALL

A3.02

7'- 0"

3'- 0"

2'- 0"

3'- 6"

5'- 0"

5'- 6"

3'- 6"

5'- 6"

5'-

EXISTING GLASS FIBER BOARD INSULATION

EXISTING GLAZED ALUMINUM CURTAINWALL

EXISTING CURTAIN WALL

FRAMING TO REMAIN

EXISTING 14" SPANDREL GLASS TO BE

REMOVED AND REPLACED (GL-8), TYPICAL

REMOVE EXISTING SEALANT

CUT AND REMOVE PORTION OF

EXISTING TPO MEMBRANE

REMOVE TPO FLASHING STRIP

AND METAL EDGE FLASHING

SEE DETAIL 2/A5.02 FOR

ROOF REPAIR WORK

SCALE: 11

2"=1'-0"

A3.02

EXISTING CURTAINWALL SECTION

AT ENTRY CANOPY

EXISTING 14" SPANDREL GLASS TO BE

REMOVED AND REPLACED (GL8),

TYPICAL

EXISTING METAL ROOF AND

FLASHING TO REMAIN

EXISTING IGU TO BE REMOVED,

CLEANED AS NEEDED, AND

REINSTALLED, TYP.

2ND FLOOR

15'-0"

B E

EXISTING SUNSHADE, REMOVE AND

REINSTALL, TYP. REFER TO ORIGINAL

CURTAIN WALL SHOP DRAWINGS FOR

ADDITIONAL INFORMATION

EXISTING IGU TO BE REMOVED, CLEANED AS

NEEDED, AND REINSTALLED, TYP. SEE A3.01

NOTES AND SPECIFICATIONS. REFER TO

ORIGINAL CURTAIN WALL SHOP DRAWINGS

FOR ADDITIONAL INFORMATION

EXISTING SUNSHADE, REMOVE AND

REINSTALL, TYP. REFER TO ORIGINAL

CURTAIN WALL SHOP DRAWINGS FOR

ADDITIONAL INFORMATION

EXISTING MINERAL WOOL

INSULATION TO REMAIN

EXISTING JOINT SEALANT TO BE REMOVED

AND NEW INSTALLED, CLEAN AND PREPARE

SUBSTRATE AS NEEDED AND CONFIRM

PROPER ADHESION

EXISTING METAL CEILING TO

REMAIN

EXISTING CURTAIN WALL FRAMING TO

REMAIN, TYP.

EXISTING IGU TO BE REMOVED,

CLEANED AS NEEDED, AND

REINSTALLED, TYP.

A5.02

2ND FLOOR

15'-0"

A5.01

SCALE: 6"=1'-0"

A5.01

SILL AT CURTAINWALL REPAIR DETAIL

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

Su ite

M an as sa s, VA

-2

Of fic e:

To ll

Fr ee

: 8

Fa x:

.9 w w w .w dp a.

co m

09/06/2023

0 G

E, F

G, V

ILD

L R

VR GA

21002

NTS

A5.01SCALE: 6"=1'-0"

A5.01

CURTAINWALL DETAIL AT SLAB

SCALE: 12"=1'-0"

A5.01

THERMAL ISOLATOR

DETAIL AT CONTINUOUS HORIZONTAL MULLION

SCALE: 3"=1'-0"

1A A5.01

CORNER DETAIL

AT CURTAINWALL REPAIR

SCALE: 6"=1'-0"

A5.01

CURTAINWALL JAMB AT METAL PANEL REPAIR

SCALE: 6"=1'-0"

A5.01

TYPICAL VERTICAL

CURTAINWALL MULLION REPAIR

EXISTING GLASS TO BE REMOVED AND

REINSTALLED FOLLOWING REPAIRS

REPLACEMENT EXTERIOR GASKET, TYP.

EXISTING INTERIOR GASKET TO BE

INSPECTED AND REPLACED AS

NEEDED, TYP.

EXISTING BEAUTY CAP TO BE REMOVED

AND REINSTALLED FOLLOWING REPAIRS

EXISTING BACKER ROD AND SEALANT TO BE REMOVED

AND REPLACED WITH NEW, TYP. CLEAN CONCRETE

SUBSTRATE AND PRIME AS NEEDED, TEST FOR PROPER

ADHESION. ENSURE SHIMS DON'T INTERFERE WITH

PROPER SEALANT DEPTH

ENSURE CAP WEEPS ARE CLEAR

EXISTING GLASS TO BE REMOVED AND

REINSTALLED FOLLOWING REPAIRS

REPLACEMENT EXTERIOR GASKET, TYP.

EXISTING INTERIOR GASKET TO BE

INSPECTED AND REPLACED AS NEEDED, TYP.

REPLACEMENT EXTERIOR GASKET, TYP.

EXISTING SPANDREL GLASS TO BE

REMOVED AND REPLACED (GL8), TYP.

REPLACE INTERIOR GASKET AT NEW

SPANDREL GLASS, TYP.

EXISTING MINERAL WOOL INSULATION

TO REMAIN, RESECURE AS NEEDED

AND REPLACE ANY MISSING AREAS

REPLACE STRUCTURAL

SEALANT AND BACKER ROD,

TYPICAL AT OUTSIDE

CORNERS

EXISTING GLASS TO BE REMOVED AND

REINSTALLED FOLLOWING REPAIRS

REPLACEMENT EXTERIOR GASKET, TYP.

INTERIOR GASKET TO BE INSPECTED

AND REPLACED AS NEEDED, TYP.

EXISTING BEAUTY CAP TO BE REMOVED

AND REINSTALLED FOLLOWING REPAIRS

EXISTING PREFINISHED ALUMINUM

TRIM TO REMAIN, TYP.

EXISTING COMPOSITE WALL PANEL

TO REMAIN, TYP.

REMOVE AND REINSTALL

EXISTING ALUMINUM COVER

EXISTING PRESSURE PLATE TO BE

REMOVED, CLEANED, AND REINSTALLED

SPACING OF SCREWS INTO PRESSURE

PLATE TO BE ADJUSTED PER

MANUFACTURER'S INSTRUCTIONS,

UNUSED HOLES TO BE FILLED PROPERLY

SPACING OF SCREWS INTO PRESSURE

PLATE TO BE ADJUSTED PER

MANUFACTURER'S INSTRUCTIONS,

UNUSED HOLES TO BE FILLED PROPERLY

GLASS TO BE REMOVED AND

REINSTALLED FOLLOWING

REPAIRS

REPLACEMENT

EXTERIOR GASKET, TYP.

INTERIOR GASKET TO BE

INSPECTED AND REPLACED

AS NEEDED, TYP.

EXISTING PRESSURE PLATE TO BE

REMOVED, CLEANED, AND REINSTALLED

SPACING OF…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 3, 2024.