TCC-VB 260-B0260-047 MR20024 Project Drawings 2024-01-12.pdf

VICINITY MAP

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SITE MAP

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VCCS - TIDEWATER COMMUNITY COLLEGE - VIRGINIA BEACH CAMPUS

REPLACE ROOF ADVANCED TECHNOLOGY CENTER

1800 COLLEGE CRESCENT, VIRGINIA BEACH, VA 23453

PROJECT CODE: 260-B0260-047 (MR20024)

SITE

CL

LIST OF DRAWINGS

SHEET NUMBER SHEET TITLE

G101 TITLE SHEET

G102 GENERAL NOTES

C101 CONCEPTUAL SITE PROTECTION PLAN

AD101 ROOF DEMOLITION PLAN

AD501 PHOTOGRAPHS

A101 ROOF PLAN

A102 ROOF PLAN - SECTION A

A103 ROOF PLAN - SECTION B

A104 ROOF PLAN - SECTION C

A501 TYPICAL ROOF DETAILS

A502 TYPICAL ROOF DETAILS

A503 ROOF DETAILS

A504 ROOF DETAILS

A505 ROOF DETAILS

A506 ROOF DETAILS

A507 ROOF DETAILS

A508 ROOF DETAILS

A509 ROOF DETAILS

A510 PARAPET WALL TERMINATIONS

ABBREVIATIONS

Ø DIAMETER

BLDG. BUILDING

CMU CONCRETE MASONRY UNIT

C.J. CONTROL JOINT

CENTERLINE

FRT FIRE RESISTANT TREATED

FT FEET

GA. GAUGE

MAX. MAXIMUM

MIN. MINIMUM

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

O.C. ON CENTER

O.D. OVERFLOW DRAIN

PSF PER SQUARE FOOT

PSI PER SQUARE INCH

R.D. ROOF DRAIN

S.S. STAINLESS STEEL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

SHEET WHERE DETAIL IS CUT

SHEET WHERE DETAIL IS FOUND

SECTION NUMBER

SHEET WHERE SECTION IS FOUND

SHEET WHERE SECTION IS CUT

SHEET WHERE ELEVATION IS FOUND

ELEVATION NUMBER

SHEET WHERE ELEVATION IS CUT

DETAIL NUMBER

DETAIL NUMBER

SHEET WHERE DETAIL IS CUT

SHEET WHERE DETAIL IS FOUND

ADDITIONAL SHEETS REFERENCES

SYMBOLS

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PROJECT IDENTIFICATION:

AGENCY: VIRGINIA COMMUNITY COLLEGE SYSTEM

INSTITUTION: TIDEWATER COMMUNITY COLLEGE - VIRGINIA BEACH CAMPUS

BUILDING: ADVANCED TECHNOLOGY CENTER (ATC), BUILDING H

PROJECT CODE: 260-B0260-047 MR20024

OWNER INFORMATION:

VCCS PROJECT MANAGER: SHELLEY BAINS, VCCO

CAPITAL OUTLAY PROGRAM MANAGER

SCOPE OF WORK NARRATIVE:

THIS PROJECT WILL INCLUDE THE APPLICATION OF A FLEECE BACK EPDM ROOF MEMBRANE TO RECOVER THE EXISTING EPDM ROOF THAT WAS INSTALLED CIRCA 2002. AN INFRARED SURVEY WAS PERFORMED DURING THE PREPARATION OF THESE DRAWINGS TO IDENTIFY THE GENERAL EXTENTS OF REQUIRED FULL DEPTH ROOF REPLACEMENT PRIOR TO THE RE-COVER. THE CONTRACTOR WILL BE REQUIRED TO PERFORM ITS OWN INFRARED SURVEY AT THE START OF THE PROJECT TO CONFIRM ANY CHANGES SINCE THE DRAWINGS WERE DEVELOPED. IN ADDITION TO RECOVERING THE EPDM ROOF, A NEW EPDM MEMBRANE WILL BE INSTALLED AND INTEGRATED WITH ADJACENT MASONRY TO CORRECT LEAKAGE AT ROOF TO WALL TRANSITIONS AND PARAPET TERMINATIONS. BRICK MASONRY REMOVAL AND REINSTALLATION WILL BE REQUIRED AT SOME LOCATIONS. FOLLOWING ROOF MEMBRANE INSTALLATION, NEW METAL COPINGS AND TRANSITIONS TO OTHER ADJACENT WALL

COMPONENTS WILL BE REQUIRED.

CODE ANALYSIS:

ORIGINAL CONSTRUCTION:

BUILDING CODE: 1997 VIRGINIA STATEWIDE UNIFORM BUILDING CODE (VSUBC)

(BOCA 1996)

BUILDING TYPE: MIXED USE, NON-SEPARATED USE GROUPS

A-3, ASSEMBLY

B, BUSINESS

E, EDUCATION

CONSTRUCTION TYPE: 2C / NON-COMBUSTIBLE UNPROTECTED

FIRE PROTECTION: AUTOMATIC FIRE SUPPRESSION SYSTEM (SPRINKLERED) THROUGHOUT

FLOOR AREA: 132,681 GROSS SQUARE FEET

NUMBER OF STORIES: 3

REPAIR CONSTRUCTION:

BUILDING CODE: 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC)

PART II - VIRGINIA EXISTING BUILDING CODE (VEBC)

LEVEL 1 ALTERATION - ROOF RECOVER (602.3.2.1.1)

REFERENCES: VIRGINIA CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL (CPSM), 2023, REVISION 0

BUILDING TYPE: MIXED USE, NON-SEPARATED USE GROUPS

A-3, ASSEMBLY

B, BUSINESS

E, EDUCATION

CONSTRUCTION TYPE: IIB (UNCHANGED, EQUIVALENT TO 2C)

FIRE PROTECTION: AUTOMATIC FIRE SUPPRESSION SYSTEM (SPRINKLERED) THROUGHOUT (UNCHANGED)

FLOOR AREA: 132,681 GROSS SQUARE FEET

NUMBER OF STORIES: 3 (UNCHANGED)

BUILDING HEIGHT: MAIN ROOF: 32 FEET

PENTHOUSE ROOF: 46 FEET

HIGH STAIR ROOF: 52 FEET

WIND LOAD ANALYSIS:

ASCE 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER

STRUCTURES

RISK CATEGORY: III

BASIC WIND SPEED: 130 MPH

EXPOSURE CATEGORY: C

ENCLOSURE CLASSIFICATION: ENCLOSED (GCPI = 0.18)

CHAPTER 30 COMPONENTS AND CLADDING - PART 1: LOW RISE BUILDINGS WITH H < 60 FEET

MAIN ROOF: 32 FEET PENTHOUSE ROOF: 46 FEET HIGH STAIR ROOF: 52 FEET

ZONE 1' = -39.5 PSF -42.7 PSF -43.8 PSF

ZONE 1 = -68.8 PSF -74.3 PSF -76.2 PSF

ZONE 2 = -90.8 PSF -98.0 PSF -100.6 PSF

ZONE 3 = -123.8 PSF -133.6 PSF -137.1 PSF

PLAN NORTH

NEW WORK ASBESTOS STATEMENT:

NO ASBESTOS CONTAINING MATERIALS SHALL BE USED ON THIS PROJECT.

ASBESTOS DISCLOSURE STATEMENT:

AS 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 STATEMENT:

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 EXPOSURE TO LEAD. ALL LEAD AND

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

HIGH PERFORMANCE BUILDINGS ACT COMPLIANCE STATEMENT:

IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT, THE BUILDING IS EXEMPT FROM

COMPLIANCE BECAUSE THE COST OF THE RENOVATIONS DOES NOT EXCEED 50% OF THE VALUE OF THE

BUILDING.

VIRGINIA ENERGY CONSERVATION CODE COMPLIANCE STATEMENT:

IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE BUILDING SHALL COMPLY

WITH VECC SECTION C503

ASCE 7-16 FIGURE 30.3-2A TYPICAL ROOF ZONE LAYOUT, H = BUILDING HEIGHT

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GENERAL NOTES GENERAL NOTES GENERAL NOTES

1. THE CONTRACTOR SHALL BE PROPERLY LICENSED TO DO BUSINESS IN THE COMMONWEALTH OF VIRGINIA AND BE IN POSSESSION OF A

VALID CONTRACTING LICENSE PRIOR TO COMMENCEMENT OF THIS PROJECT.

2. THE CONTRACTOR SHALL COORDINATE HIS EFFORTS IN THE PERFORMANCE OF THIS CONTRACT WITH THE ENGINEER AND THE OWNER.

3. THE BUILDING WILL REMAIN OCCUPIED FOR THE DURATION OF THIS PROJECT. OVERHEAD PROTECTION AT EGRESSES AND

CONSTRUCTION FENCING SHALL BE INSTALLED AND MAINTAINED AROUND THE BUILDING.

4. CONSTRUCTION OPERATIONS: LIMITED TO AREAS SHOWN ON DRAWINGS. STAGING AREAS, DUMPSTER LOCATIONS, ACCESS ARE

LIMITED AND WILL BE SELECTED DURING THE PRE-CONSTRUCTION SITE MEETING.

5. INTERIOR ACCESS TO THE ROOFS SHALL BE PROVIDED THROUGH THE STAIRWELL ON THE EAST ELEVATION OF THE BUILDING. THE

CONTRACTOR SHALL PROTECT THE EXISTING INTERIOR FINISHES.

6. THE ALLOWABLE WORK HOURS ARE AT THE SOLE DISCRETION OF THE OWNER AND MAY BE CHANGED AT ANY TIME.

7. ALL DETAIL CALL-OUTS ARE TO BE CONSIDERED TYPICAL FOR AREAS OF SIMILAR CONSTRUCTION AND REPRESENT WORK TO BE

PERFORMED AT SIMILAR LOCATIONS, UNLESS OTHERWISE NOTED.

8. ALL DETAILS ARE GENERIC AND MAY VARY BASED ON SPECIFIC MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND INSTALLATION INSTRUCTIONS. IN CASE(S) OF DISCREPANCY BETWEEN DETAILS HEREIN AND MANUFACTURER'S WRITTEN

REQUIREMENTS, THE MOST STRINGENT STANDARD SHALL PREVAIL.

9. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING STRUCTURE AND OCCUPANTS IN ACCORDANCE WITH OSHA AND ALL APPLICABLE LOCAL AND STATE CODES AND REGULATIONS AND AS REQUIRED BY THE CONTRACT DOCUMENTS. BRING ALL CONFLICTS TO THE ATTENTION OF THE OWNER AND ENGINEER. SITE PROTECTION AND WORK AREA SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR.

CONTRACTOR SHALL PROVIDE ALL OSHA REQUIRED FALL PROTECTION AND OVERHEAD PROTECTION REQUIRED BY SITE AND WORK

CONDITIONS.

10. THE CONTRACTOR SHALL COMPLETE THE WORK REQUIRED UNDER THIS CONTRACT IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES, FEDERAL AND JURISDICTIONAL SAFETY REQUIREMENTS AND ALL OTHER JURISDICTIONAL CODES PERTAINING TO THIS

PROJECT.

11. ALL INTERIOR ACCESS REQUIRED BY THE CONTRACTOR SHALL BE COORDINATED WITH THE OWNER.

12. CONTRACTOR SHALL MAINTAIN A SAFE, PROFESSIONAL, TOBACCO FREE, ALCOHOL FREE, DRUG FREE, AND CLEAN SITE WHILE

WORKING ON THE PROJECT.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND RESTORATION AT THE END OF THE PROJECT OF ALL LANDSCAPING, TURFS, HARDSCAPES, ROADWAYS, AND CURBS AFFECTED BY THE WORK. THESE SHALL BE RESTORED TO ORIGINAL CONDITION AT THE

END OF THE PROJECT.

14. THE BUILDING SHALL BE KEPT WATERTIGHT AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION OR CONTRACTOR'S FAILURE TO PROTECT OPEN

WORK.

15. CONSTRUCTION DEBRIS AND TRASH IS TO BE REMOVED AND THE SITE IS TO BE CLEANED DAILY.

16. EQUIPMENT AND MATERIALS SHALL BE STORED AND PLACED INSIDE CONTRACTOR'S STAGING AREA AND SHALL NOT ENCUMBER THE

PUBLIC, OR THE PROPERTY FOR THE DURATION OF THE PROJECT.

17. PROTECT ALL EXISTING MATERIALS AND SURFACES WHICH ARE NOT TO BE DEMOLISHED AS PART OF THE WORK. REPAIR ALL DAMAGES

CAUSED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

18. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS AND LOCATIONS IN THE FIELD.

CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN THE INFORMATION ON THESE DRAWINGS AND THE CONDITIONS IN THE FIELD TO THE ENGINEER OF RECORD. PRIOR TO PROCEEDING WITH THE WORK.

19. CONTRACTOR TO ENSURE COMPATIBILITY OF ALL MATERIALS.

20. THE MANUFACTURER'S PRINTED INSTRUCTIONS AND REQUIREMENTS SHALL BE FOLLOWED IN CONJUNCTION WITH THESE PROJECT DRAWINGS AND DETAILS. OBTAIN AND MAINTAIN ONE SET OF COMPLETE INSTRUCTIONS AT THE JOBSITE DURING INSTALLATION AND UNTIL COMPLETION AND ACCEPTANCE OF THE WORK. HANDLE, INSTALL, CLEAN, CONDITION, AND ADJUST MATERIAL IN THE FOLLOWING DETAILS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. DO NOT OMIT ANY PREPARATORY STEP OR INSTALLATION PROCEDURE UNLESS SPECIFICALLY MODIFIED OR EXEMPTED BY THE ENGINEER. IN THE EVENT THAT JOB CONDITIONS OR SPECIFIED REQUIREMENTS CONFLICT WITH THE MANUFACTURER'S INSTRUCTIONS, CONSULT WITH THE ENGINEER BEFORE PROCEEDING WITH THE WORK. DO NOT PROCEED WITH THE INSTALLATION UNTIL ALL CONFLICTS HAVE BEEN RESOLVED, OR WITHOUT

CLEAR INSTRUCTIONS.

21. CONTRACTOR IS FULLY RESPONSIBLE FOR MEANS AND METHODS AND SHALL MAINTAIN THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE WORK IS COMPLETED. CONTRACTOR SHALL PROVIDE SHORING OR BRACING IF REQUIRED TO SUPPORT ANY EXISTING MATERIALS WHILE WORK IS TAKING PLACE. NO PORTIONS OF THE EXISTING FAÇADE COMPONENTS SHALL BE PERMITTED TO DISPLACE OR FALL NOR SHALL DEBRIS BE DROPPED EXCEPT BY METHODS THAT INSURE THE INTEGRITY OF THE

STRUCTURE AND THE SAFETY OF BUILDINGS AND PEDESTRIANS.

22. STORE MATERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND KEEP ALL SEALS AND LABELS INTACT AND LEGIBLE. STORE PRODUCTS WHICH ARE SUBJECT TO DAMAGE BY THE ELEMENTS IN WEATHER-TIGHT ENCLOSURES. MAINTAIN TEMPERATURE AND HUMIDITY WITHIN THE RANGE REQUIRED BY THE MANUFACTURER'S INSTRUCTIONS. ARRANGE STORAGE IN A

MANNER TO FURNISH EASY ACCESS FOR INSPECTION.

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

24. CONTRACTOR IS RESPONSIBLE FOR ALL FUME AND DUST CONTROL MEASURES NECESSARY TO PREVENT THE MIGRATION OF DUST OR

FUMES INTO THE MECHANICAL SYSTEMS OR THE BUILDING.

25. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN CAPACITY FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS, AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. WOOD PRODUCTS USED FOR

TEMPORARY MATERIALS IN PROXIMITY TO STRUCTURE SHALL BE FIRE RETARDANT MATERIALS.

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

27. THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN OUTLINING PROCEDURES AND CONTACTS FOR EMERGENCIES DURING THE COURSE

OF CONSTRUCTION.

28. CONTRACTORS, SUBCONTRACTORS AND SUPPLIERS MAY NOT PHOTOGRAPH ANY PERSON ON THE PROPERTY UNLESS SPECIFIC PERMISSION IS OBTAINED IN ADVANCE. FRATERNIZING WITH STUDENTS IS EXPRESSLY PROHIBITED.

29. THE CONTRACTOR SHALL FURNISH SIGNS, PROTECTION, BARRICADES, LIGHTS, AND WARNING DEVICES TO CONTROL THE ORDERLY FLOW OF 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 HIS WORK CHANGES.

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

CONSTRUCTION USE.

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

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

33. 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.

34. IF ANY WORK WILL BE EXCESSIVELY LOUD, NOTIFY THE OWNER THREE (3) DAYS IN ADVANCE .

35. MAINTAIN SITE IN A CLEAN AND ORDERLY MANNER. FURNISH ROUTINE REMOVAL OF TRASH AND CONSTRUCTION DEBRIS. FURNISH APPROPRIATE WASTE RECEPTACLES AND CONTAINERS ON SITE. THE CONTRACTOR SHALL REMOVE FROM UNIVERSITY PROPERTY ALL DEBRIS RESULTING FROM DEMOLITION AND OBTAIN WRITTEN PERMITS AND RELEASES FROM LOCATION WHERE THE MATERIALS WILL BE DEPOSITED. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM

THE SITE WITH FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION.

36. THE CONTRACTOR SHALL LEAVE NO DEBRIS, TOOLS, OR MATERIALS OUTSIDE THE DESIGNATED MARKED OFF CONSTRUCTION AREA AT

ANY TIME.

37. 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 AND IN AND ABOUT TEMPORARY INFLAMMABLE STRUCTURES DURING CONSTRUCTION OF WORK. 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. POST LOCAL FIRE

DEPARTMENT CALL NUMBER ON EACH TELEPHONE INSTRUMENT AT PROJECT SITE.

38. STORE AND DISPENSE GASOLINE AND OTHER FLAMMABLE LIQUIDS FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS. STORAGE SHALL NOT BE WITHIN BUILDING. OPEN FIRES WILL NOT BE

PERMITTED IN OR ABOUT THE PREMISES.

39. QUALITY CONTROL:

A. THE OWNER WILL RETAIN A THIRD PARTY ROOFING INSPECTOR TO PERFORM INSPECTIONS PER THE REQUIREMENTS OF

DGS-30-326.

B. FAILURE AND RE-TESTING: REGARDLESS OF THE ORIGINAL ASSIGNMENT OF RESPONSIBILITY FOR INSPECTION, TESTING, OR SIMILAR SERVICES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-TESTING WHERE RESULTS OF REQUIRED INSPECTIONS, TESTS, OR SIMILAR SERVICES PROVE UNSATISFACTORY AND DO NOT INDICATE COMPLIANCE WITH CONTRACT DOCUMENT REQUIREMENTS. REMOVAL AND REPLACEMENT WORK NECESSITATED BY SUCH NONCOMPLIANCE SHALL BE AT THE CONTRACTOR'S EXPENSE. WHEN INSPECTIONS OR TESTS CANNOT BE PERFORMED AFTER PROPER NOTIFICATION AND AT THE FAULT OF THE CONTRACTOR, RESCHEDULING COSTS WILL BE THE CONTRACTOR'S RESPONSIBILITY.

C. COORDINATION: REGARDLESS OF THE ORIGINAL ASSIGNMENT OF RESPONSIBILITY FOR INSPECTION, TESTING OR SIMILAR SERVICES, THE CONTRACTOR SHALL COORDINATE, WITH EACH AGENCY ENGAGED TO PERFORM INSPECTIONS, TESTS AND SIMILAR SERVICES, THE SEQUENCE OF 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 INSPECTIONS AND TESTS. THE CONTRACTOR IS RESPONSIBLE FOR:

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

· NOTIFYING THE ENGINEER, OWNER 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.

D. 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 AND RESTORE SUBSTRATES AND FINISHES TO ELIMINATE DEFICIENCIES, INCLUDING DEFICIENCIES IN VISUAL QUALITIES OF EXPOSED FINISHES. PROTECT CONSTRUCTION EXPOSED BY OR FOR QUALITY CONTROL SERVICE ACTIVITIES, AND PROTECT REPAIRED CONSTRUCTION.

E. CONTRACTOR IS TO TAKE PICTURES AND/OR VIDEO OF SITE CONDITIONS PRIOR TO CONSTRUCTION COMMENCEMENT. THIS PRECONSTRUCTION WALK-THROUGH SHALL BE COORDINATED WITH AND ATTENDED BY THE OWNER INSPECTOR. ANY DAMAGE NOT NOTED PRIOR TO CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR PRIOR TO PROJECT CLOSEOUT AND

AT NO ADDITIONAL COST TO THE OWNER.

41. ITEMS SHADED IN GRAY ARE CONSIDERED TO BE PART OF THE WORK. ON DEMOLITION DETAILS, ITEMS SHADED IN GRAY SHALL BE

REMOVED. ON INSTALLATION DETAILS, ITEMS SHADED IN GRAY SHALL BE INSTALLED.

42. ATTACH NEW BLOCKING WITH ANCHORS OF SIZE AND SPACING TO MEET CODE REQUIREMENTS FOR DESIGN UPLIFT LOAD.

43. ALL FASTENERS ON METAL CAPS AND FASCIA SHALL BE OF SIZE AND SPACING TO MEET CODE REQUIREMENTS FOR DESIGN UPLIFT

LOAD, WITH MAXIMUM SPACING AS SHOWN IN DETAILS.

44. TO SUPPORT THE ROOF RECOVER, THE CONTRACTOR SHALL ENGAGE A QUALIFIED LIGHTNING PROTECTION SUBCONTRACTOR TO PROVIDE SHOP DRAWINGS OF THE LAYOUT OF THE EXISTING LIGHTNING PROTECTION SYSTEM, AS WELL AS DETAILS FOR THE REINSTALLATION OF THE LIGHTNING PROTECTION SYSTEM FOLLOWING THE COMPLETION OF THE ROOF RECOVER AND SHEET METAL INSTALLATION. THE REINSTALLATION OF THE SYSTEM MAY REUSE EXISTING MATERIALS IF THEY ARE IN GOOD CONDITION. IF MATERIALS CANNOT BE SALVAGED, MATERIALS SHALL BE REPLACED WITH LIKE IN KIND. FOLLOWING THE REINSTALLATION OF THE LIGHTNING PROTECTIONS SYSTEM, THE CONTRACTOR SHALL PROVIDE CERTIFICATION THAT THE SYSTEM WAS PROPERLY INSTALLED

AND IS FUNCTIONAL.

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01/12/2024

TREVOR M. WEILBACH

Lic. No. 0402057564

PR

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: 2

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-0

(M

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G102

AS NOTED

01/12/2024

20240

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PLAN NORTH

COLLEGE

CRESCENT

STUDENT CENTER (N.I.C.)

SCIENCE

BUILDING (N.I.C.)

SCALE: 1

16"=1'-0"

CONCEPTUAL SITE

PROTECTION PLAN1

C101 C101

SITE LEGEND

CONSTRUCTION FENCE

BARRIER FENCE

OVERHEAD PROTECTION

TREES/BUSHES

SKYLIGHT

HEIGHT OF

CONSTRUCTION

DISTANCE FROM

CONSTRUCTION TO LOT LINE

TYPE OF

PROTECTION

REQUIRED

8 FEET OR LESS

LESS THAN 5 FEET CONSTRUCTION

RAILINGS

5 FEET OR MORE NONE

MORE THAN 8 FEET

LESS THAN 5 FEET

BARRIER AND

COVERED

WALKWAY

5 FEET OR MORE, BUT NOT

MORE THAN ONE-FOURTH THE

HEIGHT OF CONSTRUCTION

BARRIER AND

COVERED

WALKWAY

5 FEET OR MORE, BUT

BETWEEN ONE-FOURTH AND

ONE-HALF THE HEIGHT OF

CONSTRUCTION

BARRIER

5 FEET OR MORE, BUT

EXCEEDING ONE-HALF THE

HEIGHT OF CONSTRUCTION

NONE

GENERAL NOTES

1. CONTRACTOR SHALL DESIGN ACTUAL SITE PROTECTION PLAN IN

ACCORDANCE WITH THE DESIGN REQUIREMENTS OF VCC 3306,

PROTECTION OF PEDESTRIANS. COVERED WALKWAYS FOR

OVERHEAD PROTECTION SHALL BE DESIGNED AND STAMPED BY A

PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF VIRGINIA.

CONTRACTOR SHALL SUBMIT PROPOSED SITE PROTECTION PLAN

AND COVERED WALKWAY DESIGNS TO A/E FOR REVIEW AND

APPROVAL.

2. MEANS OF EGRESS SHALL BE MAINTAINED FREE OF CONSTRUCTION

DEBRIS, EQUIPMENT AND PERSONNEL AT ALL TIMES DURING

BUILDING OCCUPANCY. INITIAL ERECTION AND MODIFICATIONS TO

THE MEANS OF EGRESS REQUIRE REVIEW AND APPROVAL FROM THE

STATE FIRE MARSHAL'S OFFICE (SFMO).

3. PEDESTRIANS SHALL BE PROTECTED DURING PROJECT. SIGNS

SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC.

4. PEDESTRIAN PROTECTION SHALL BE INSTALLED IN EACH ACTIVE

WORK AREA AND REMAIN IN PLACE FOR THE DURATION OF WORK IN

THAT AREA.

5. AT AREAS TO BE REPAIRED BELOW OVERHEAD PROTECTION AND

SIDEWALK CANOPIES, TEMPORARILY CORDON OFF AS NEEDED TO

PROTECT PEDESTRIANS.

6. TEMPORARY FENCING SHALL BE SECURED OR WEIGHTED TO

PREVENT OVERTURNING FROM WIND OR VANDALS. FENCING SHALL

BE INSTALLED AND MAINTAINED PLUMB AND TRUE THROUGH

CONSTRUCTION.

7. CONTRACTOR TO INSTALL CONSTRUCTION FENCE AT A SLOPE TO

ACCOMMODATE SLOPE OF GRADE. CONTRACTOR MAY STEP FENCING

AND INFILL TO PROVIDE LIMITED ACCESS/VIEW.

8. NO CONSTRUCTION DEBRIS TO BE LEFT ON SITE AT COMPLETION OF

PROJECT.

9. ALL LANDSCAPING SHALL BE RESTORED TO ORIGINAL CONDITION AT

COMPLETION OF PROJECT.

10. ROOF AND SITE ARE TO BE CLEANED DAILY AND ALL CONSTRUCTION

DEBRIS, TRASH, ETC. TO BE PLACED IN DUMPSTER.

11. ACCESS TO ROOFS SHALL BE FROM EXTERIOR ONLY.

12. CONTRACTOR MAY HAVE TO COORDINATE ACCESS TO ROOF TOP

EQUIPMENT FOR SERVICE

EGRESS TO REMAIN OPEN

EGRESS TO REMAIN OPEN

EGRESS TO REMAIN OPEN

EGRESS TO REMAIN OPEN

EGRESS TO REMAIN OPEN

POTENTIAL CONTRACTOR LAYDOWN

AREA. ACTUAL AREA TO BE

COORDINATED DURING

PRECONSTRUCTION MEETING.

CONTRACTOR TO PROVIDE FENCING

AROUND LAYDOWN AREA

POTENTIAL CONTRACTOR LAYDOWN

AREA. ACTUAL AREA TO BE

COORDINATED DURING

PRECONSTRUCTION MEETING.

CONTRACTOR TO PROVIDE FENCING

AROUND LAYDOWN AREA

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K

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JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

S ui te

M an as sa s, VA

-2

3.

7.

w w w .w dp a.

co m

01/12/2024

TREVOR M. WEILBACH

Lic. No. 0402057564

PR

OJ

EC

T

CO

DE

: 2

-B

-0

(M

R2

C101

AS NOTED

01/12/2024

20240

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SCALE

SHEET

Ga te w ay B ou le va rd

S ui te

M an as sa s, VA

-2

3.

7.

w w w .w dp a.

co m

01/12/2024

TREVOR M. WEILBACH

Lic. No. 0402057564

PR

OJ

EC

T

CO

DE

: 2

-B

-0

(M

R2

AD101

AS NOTED

01/12/2024

20240

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SCALE: NONE

EXISTING ROOF CONDITIONSP1

AD101 AD501 SCALE: NONE

EXISTING ROOF CONDITIONSP2

AD101 AD501 SCALE: NONE

EXISTING ROOF CONDITIONSP3

AD101 AD501 SCALE: NONE

EXISTING ROOF CONDITIONSP4

AD101 AD501 SCALE: NONE

EXISTING ROOF CONDITIONSP5

AD101 AD501

SCALE: NONE

EXISTING ROOF CONDITIONSP6

AD101 AD501 SCALE: NONE

EXISTING ROOF CONDITIONSP7

AD101 AD501 SCALE: NONE

EXISTING ROOF CONDITIONSP8

AD101 AD501 SCALE: NONE

EXISTING ROOF CONDITIONSP9

AD101 AD501 SCALE: NONE

EXISTING ROOF CONDITIONS910

AD101 AD501

SCALE: NONE

INFRARED IMAGEP11

AD101 AD501 SCALE: NONE

INFRARED IMAGEP12

AD101 AD501 SCALE: NONE

INFRARED IMAGEP13

AD101 AD501 SCALE: NONE

INFRARED IMAGEP14

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INFRARED IMAGEP15

AD101 AD501

DR

AF

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CH

EC

K

DE

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CH

EC

K

RE

VI

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S

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

S ui te

M an as sa s, VA

-2

3.

7.

w w w .w dp a.

co m

01/12/2024

TREVOR M. WEILBACH

Lic. No. 0402057564

PR

OJ

EC

T

CO

DE

: 2

-B

-0

(M

R2

AD501

AS NOTED

01/12/2024

20240

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DATE

SCALE

SHEET

Ga te w ay B ou le va rd

S ui te

M an as sa s, VA

-2

3.

7.

w w w .w dp a.

co m

01/12/2024

TREVOR M. WEILBACH

Lic. No. 0402057564

PR

OJ

EC

T

CO

DE

: 2

-B

-0

(M

R2

A101

AS NOTED

01/12/2024

20240

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A102 A503

A102 A503

SCUPPER

A102 A503

A102 A503

A102 A503

A102 A5042

A102 A504

A102 A504

SIM.

A102 A509

BASE FLASHING

A102 A102

PLAN NORTH

A102 A509

THRESHOLD

LEGEND

FULL DEPTH REPAIR AREAS -

SEE DETAIL 6/A501

EXISTING ROOF DRAIN - SEE

DETAIL 4/A501

EXISTING OVERFLOW DRAIN -

SEE DETAIL 5/A501, .SIM.

EXISTING PLUMBING/HOT

STACK - SEE DETAIL 2/A502 OR

3/A502

EXISTING EQUIPMENT CURB-

SEE DETAILS 1/A502

EXISTING ROOF EXPANSION

JOINT

CONCEPTUAL ROOF SLOPE

EXISTING EXHAUST VENT- SEE

DETAIL 5/A502

EXISTING PITCH POCKET - SEE

DETAIL 4/A502

EXITING PASSIVE VENT - SEE

DEAIL 6/A502

WALKWAY PADS

TAPERED INSULATIOON

GYP. BOARD AND FIBERGLASS

INSULATION OVER METAL

DECK OVER THEATER ROOM

FOR REFERENCE, ROOF DECK

IN THIS AREA IS CONCRETE

OVER THE STEEL DECK OVER

STUDIO

ROOF HATCH

STONE COPING

E.J.

O.D.

MATCH LINEMATCH LINE

A103A103

SCALE: 3

32"=1'-0"

ROOF PLAN - SECTION A1

A101 A102

SCALE: 1

8"=1'-0"

STAIRWELL 3 - ROOF PLAN2

A102 A102

CLEAN AND PRIME ALL

EXPOSED STEEL PRIOR TO

INSTALLATION OF ROOF

TERMINATIONS

DR

AF

T

CH

EC

K

DE

SI

GN

CH

EC

K

RE

VI

SI

ON

S

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

S ui te

M an as sa s, VA

-2

3.

7.

w w w .w dp a.

co m

01/12/2024

TREVOR M. WEILBACH

Lic. No. 0402057564

PR

OJ

EC

T

CO

DE

: 2

-B

-0

(M

R2

A102

AS NOTED

01/12/2024

20240

GA

D

TM

W

TM

W

AW

RO

OF

PL

AN

- S

EC

TIO

N A

CO

LL

EG

E C

RE

SC

EN

T, VIR

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VC

CS

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WA

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GE

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AM

PU

S

NOTES:

1. VERIFY EXISTING BUILDING DIMENSIONS, CONDITIONS,

MATERIALS, AND LOCATIONS IN THE FIELD. NOTIFY THE

ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING

WITH THE WORK OR IF EXISTING ROOF DECK IS SIGNIFICANTLY

DETERIORATED.

2. MAINTAIN CONDUIT, WIRES, PLUMBING, CONDENSATE LINES,

AND OTHER MECHANICAL APPURTENANCES THROUGHOUT THE

CONSTRUCTION. DAMAGE TO ROOFTOP ELEMENTS SHALL BE

REPAIRED OR REPLACED AT NO COST TO THE OWNER.

RELOCATION OF ANY APPURTENANCES TO ACCOMMODATE THE

ROOFING RECOVER IS PART OF THE WORK.

3. REMOVAL, RELOCATION, AND/OR REPLACEMENT OF

ELECTRICAL, IF NECESSARY IN DESIGNATED WORK AREAS,

SHALL BE PERFORMED BY A LICENSED ELECTRICIAN.

4. EXISTING MATERIALS TO BE REMOVED SHALL BE DISPOSED OF

LEGALLY. REUSE OF EXISTING MATERIALS IS STRICTLY

PROHIBITED UNLESS APPROVED BY THE OWNER. NO DEBRIS

SHALL BE DROPPED OFF BUILDING EXCEPT BY METHODS THAT

ENSURE THE SAFETY OF SURROUNDING BUILDINGS AND

PEDESTRIANS.

5. CONTRACTOR SHALL VERIFY SLOPE OF EXISTING ROOF

DECK/FRAMING AND PROVIDE TAPERED INSULATION AS NEEDED.

CONCEPTUAL ROOF CRICKET.

CONTRACTOR TO COORDINATE

SLOPE REPAIR WITH A/E

NEW ROOF SYSTEM NOTES:

1. SEE DETAILS 1/A501 AND 2/A501 FOR NEW ROOF SYSTEM.

2. SEE DETAIL 3/A501 FOR TYPICAL ROOF TO WALL TRANSITION.

3. SEE DETAIL 6/A501 FOR REPLACEMENT ROOF SYSTEM AT WET

OR DAMAGED ROOF AREAS.

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A103 A504

A103 A504

SIM.

A103 A505 5

A103 A505

THEATRE PARAPET4

A103 A505

BASE AT THEATRE

A103 A506

TYP.

A103 A505

ROOF EDGE

A103 A505

BASE FLASHING

A103 A505

A103 A507

A103 A506

A103 A506

A103 A507

TYP. ON OPP. SIDE OF SKY LIGHT

A103 A507

TYP. ON OPP. SIDE OF SKYLIGHT

A103 A506

BASE FLASHING

A103 A506

ROOF EDGE

A103 A509

FLASHING AT DRAIN

A103A103

A103A103

A103A103

A103 A504

A103 A508

A103 A505

A103 A506

ROOF EDGE

A103 A509

BASE OF MASONRY WALL

ENTRACNE

CANOPY

MATCH LINEMATCH LINE

A102 A102

MATCH LINEMATCH LINE

A104 A104

LEGEND

FULL DEPTH REPAIR AREAS -

SEE DETAIL 6/A501

EXISTING ROOF DRAIN - SEE

DETAIL 4/A501

EXISTING OVERFLOW DRAIN -

SEE DETAIL 5/A501, .SIM.

EXISTING PLUMBING/HOT

STACK - SEE DETAIL 2/A502 OR

3/A502

EXISTING EQUIPMENT CURB-

SEE DETAILS 1/A502

EXISTING ROOF EXPANSION

JOINT

CONCEPTUAL ROOF SLOPE

EXISTING EXHAUST VENT- SEE

DETAIL 5/A502

EXISTING PITCH POCKET - SEE

DETAIL 4/A502

EXITING PASSIVE VENT - SEE

DEAIL 6/A502

WALKWAY PADS

TAPERED INSULATIOON

GYP. BOARD AND FIBERGLASS

INSULATION OVER METAL

DECK OVER THEATER ROOM

FOR REFERENCE, ROOF DECK

IN THIS AREA IS CONCRETE

OVER THE STEEL DECK OVER

STUDIO

ROOF HATCH

STONE COPING

E.J.

O.D.

A103 A509

TYP.

PLAN NORTH

SCALE: 3

32"=1'-0"

ROOF PLAN - SECTION B1

A101 A103

SCALE: 1

8"=1'-0"

NORTH ENTRANCE CANOPY2

A103 A103 SCALE: 1

8"=1'-0"

EAST ELEVATION LOW ROOFS3

A103 A103 SCALE: 1

8"=1'-0"

WEST ELEVATION LOW ROOFS4

A103 A103

DR

AF

T

CH

EC

K

DE

SI

GN

CH

EC

K

RE

VI

SI

ON

S

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

S ui te

M an as sa s, VA

-2

3.

7.

w w w .w dp a.

co m

01/12/2024

TREVOR M. WEILBACH

Lic. No. 0402057564

PR

OJ

EC

T

CO

DE

: 2

-B

-0

(M

R2

A103

AS NOTED

01/12/2024

20240

GA

D

TM

W

TM

W

AW

RO

OF

PL

AN

- S

EC

TIO

N B

CO

LL

EG

E C

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SC

EN

T, VIR

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BE

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AC

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GE

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AM

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S

A510A103

SIM.

P1 A103 A510

A510A103

SIM.

P2 A103 A510

REMOVE AND REPLACE SEALANTS

AT STONE COPING JOINTS

REMOVE AND REPLACE SEALANTS

AT EDGE METAL PANEL JOINTS

NOTES:

1. VERIFY EXISTING BUILDING DIMENSIONS, CONDITIONS,

MATERIALS, AND LOCATIONS IN THE FIELD. NOTIFY THE

ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING

WITH THE WORK OR IF EXISTING ROOF DECK IS SIGNIFICANTLY

DETERIORATED.

2. MAINTAIN CONDUIT, WIRES, PLUMBING, CONDENSATE LINES,

AND OTHER MECHANICAL APPURTENANCES THROUGHOUT THE

CONSTRUCTION. DAMAGE TO ROOFTOP ELEMENTS SHALL BE

REPAIRED OR REPLACED AT NO COST TO THE OWNER.

RELOCATION OF ANY APPURTENANCES TO ACCOMMODATE THE

ROOFING RECOVER IS PART OF THE WORK.

3. REMOVAL, RELOCATION, AND/OR REPLACEMENT OF

ELECTRICAL, IF NECESSARY IN DESIGNATED WORK AREAS,

SHALL BE PERFORMED BY A LICENSED ELECTRICIAN.

4. EXISTING MATERIALS TO BE REMOVED SHALL BE DISPOSED OF

LEGALLY. REUSE OF EXISTING MATERIALS IS STRICTLY

PROHIBITED UNLESS APPROVED BY THE OWNER. NO DEBRIS

SHALL BE DROPPED OFF BUILDING EXCEPT BY METHODS THAT

ENSURE THE SAFETY OF SURROUNDING BUILDINGS AND

PEDESTRIANS.

5. CONTRACTOR SHALL VERIFY SLOPE OF EXISTING ROOF

DECK/FRAMING AND PROVIDE TAPERED INSULATION AS NEEDED.

NEW ROOF SYSTEM NOTES:

1. SEE DETAILS 1/A501 AND 2/A501 FOR NEW ROOF SYSTEM.

2. SEE DETAIL 3/A501 FOR TYPICAL ROOF TO WALL TRANSITION.

3. SEE DETAIL 6/A501 FOR REPLACEMENT ROOF SYSTEM AT WET

OR DAMAGED ROOF AREAS.

ROOF HATCH AND WALK PAD

DRAIN AT END OF GUTTER

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A104 A509

TYP.

A104 A508

A104 A506

ROOF EDGE

ENTRACNE

CANOPY

A104 A104

ENTRACNE

CANOPY

A104 A104

A104 A508

A104 A509

BASE OF MASONRY WALL

A104 A503

A104 A503

ENTRACNE

CANOPY

A104 A104

A104 A504

SIM.

A104 A505

TYP.

A104 A505

ROOF EDGE

A104 A505

BASE FLASHING

A104 A506

A104 A506

A104 A506

BASE FLASHING

A104 A506

ROOF EDGE

A104 A506

A104 A509

FLASHING AT OVERFLOW

A104 A507

MATCH LINEMATCH LINE

A103 A103

LEGEND

FULL DEPTH REPAIR AREAS -

SEE DETAIL 6/A501

EXISTING ROOF DRAIN - SEE

DETAIL 4/A501

EXISTING OVERFLOW DRAIN -

SEE DETAIL 5/A501, .SIM.

EXISTING PLUMBING/HOT

STACK - SEE DETAIL 2/A502 OR

3/A502

EXISTING EQUIPMENT CURB-

SEE DETAILS 1/A502

EXISTING ROOF EXPANSION

JOINT

CONCEPTUAL ROOF SLOPE

EXISTING EXHAUST VENT- SEE

DETAIL 5/A502

EXISTING PITCH POCKET - SEE

DETAIL 4/A502

EXITING PASSIVE VENT - SEE

DEAIL 6/A502

WALKWAY PADS

TAPERED INSULATIOON

GYP. BOARD AND FIBERGLASS

INSULATION OVER METAL

DECK OVER THEATER ROOM

FOR REFERENCE, ROOF DECK

IN THIS AREA IS CONCRETE

OVER THE STEEL DECK OVER

STUDIO

ROOF HATCH

STONE COPING

E.J.

O.D.

PLAN NORTH

SCALE: 3

32"=1'-0"

ROOF PLAN - SECTION C1

A101 A104

SCALE: 1

8"=1'-0"

EAST ENTRANCE CANOPY2

A104 A104 SCALE: 1

8"=1'-0"

SOUTH ENTRANCE CANOPY3

A104 A104 SCALE: 1

8"=1'-0"

WEST ENTRANCE CANOPY4

A104 A104

DR

AF

T

CH

EC

K

DE

SI

GN

CH

EC

K

RE

VI

SI

ON

S

JOB NUMBER

DATE

SCALE

SHEET

Ga te w ay B ou le va rd

S ui te

M an as sa s, VA

-2

3.

7.

w w w .w dp a.

co m

01/12/2024

TREVOR M. WEILBACH

Lic. No. 0402057564

PR

OJ

EC

T

CO

DE

: 2

-B

-0

(M

R2

A104

AS NOTED

01/12/2024

20240

GA

D

TM

W

TM

W

AW

RO

OF

PL

AN

- S

EC

TIO

N C

CO

LL

EG

E C

RE

SC

EN

T, VIR

GIN

IA

BE

AC

H, VA

RE

PL

AC

E R

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F A

DV

AC

NE

D T

EC

HN

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VC

CS

- T

IDE

WA

TE

R C

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MU

NIT

Y C

OL

LE

GE

- V B C

AM

PU

S

SIM.

P3 A104 A510

A104 A510

SIM.

A104 A510

SIM.

A104 A510

P4 A104 A510

SIM.

A104 A510

SIM.

A510A104

REMOVE AND REPLACE SEALANTS

AT STONE COPING JOINTS

REMOVE AND REPLACE SEALANTS

AT EDGE METAL PANEL JOINTS

REMOVE AND REPLACE SEALANTS

AT STONE COPING JOINTS

REMOVE AND REPLACE SEALANTS

AT STONE COPING JOINTS

NOTES:

1. VERIFY EXISTING BUILDING DIMENSIONS, CONDITIONS,

MATERIALS, AND LOCATIONS IN THE FIELD. NOTIFY THE

ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING

WITH THE WORK OR IF EXISTING ROOF DECK IS SIGNIFICANTLY

DETERIORATED.

2. MAINTAIN CONDUIT, WIRES, PLUMBING, CONDENSATE LINES,

AND OTHER MECHANICAL APPURTENANCES THROUGHOUT THE

CONSTRUCTION. DAMAGE TO ROOFTOP ELEMENTS SHALL BE

REPAIRED OR REPLACED AT NO COST TO THE OWNER.

RELOCATION OF ANY APPURTENANCES TO ACCOMMODATE THE

ROOFING RECOVER IS PART OF THE WORK.

3. REMOVAL, RELOCATION, AND/OR REPLACEMENT OF

ELECTRICAL, IF NECESSARY IN DESIGNATED WORK AREAS,

SHALL BE PERFORMED BY A LICENSED ELECTRICIAN.

4. EXISTING MATERIALS TO BE REMOVED SHALL BE DISPOSED OF

LEGALLY. REUSE OF EXISTING MATERIALS IS STRICTLY

PROHIBITED UNLESS APPROVED BY THE OWNER. NO DEBRIS

SHALL BE DROPPED OFF BUILDING EXCEPT BY METHODS THAT

ENSURE THE SAFETY OF SURROUNDING BUILDINGS AND

PEDESTRIANS.

5. CONTRACTOR SHALL VERIFY SLOPE OF EXISTING ROOF

DECK/FRAMING AND PROVIDE TAPERED INSULATION AS NEEDED.

NEW ROOF SYSTEM NOTES:

1. SEE DETAILS 1/A501 AND 2/A501 FOR NEW ROOF SYSTEM.

2. SEE DETAIL 3/A501 FOR TYPICAL ROOF TO WALL TRANSITION.

3. SEE DETAIL 6/A501 FOR REPLACEMENT ROOF SYSTEM AT WET

OR DAMAGED ROOF AREAS.

ROOF HATCH AND

WALK PAD

DRAIN AT END OF GUTTER

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EXISTING COVER BOARD

EXISTING ROOF INSULATION

NEW FLEECE BACK EPDM ROOF MEMBRANE

EXISTING EPDM ROOF MEMBRANE

EXISTING SLOPED METAL DECKING NEW FLEECE BACK EPDM ROOF

MEMBRANE

EXISTING EPDM ROOF MEMBRANE

EXISTING COVER BOARD

EXISTING ROOF INSULATION

EXISTING EPDM ROOF MEMBRANE

EXISTING COVER BOARD

NEW FLEECE BACK EPDM ROOF MEMBRANE SYSTEM

EXISTING ROOF INSULATION

DECK CLAMP

CLAMPING RING. REPLACE IF EXISTING IS DAMAGED

STRAINER. REPLACE IF EXISTING IS DAMAGED

EXISTING COVER BOARD

EXISTING TAPERED INSULATION

NEW FLEECE BACK EPDM ROOF MEMBRANE

EXISTING EPDM ROOF MEMBRANE

EXISTING METAL DECKING

NEW FULLY ADHERED EPDM ROOF MEMBRANE

NEW COVER BOARD AND INSULATION (TO MATCH

EXISTING HEIGHT) . INCLUDE TAPERED

INSULATION WHERE REQUIRED BASED ON REPAIR

LOCATION

NEW FLEECE BACK EPDM ROOF MEMBRANE

EXISTING EPDM ROOF MEMBRANE

EXISTING EPDM ROOF SYSTEM

3" MIN. LAP3" MIN. LAP

SCALE: 3"=1'-0"

TYPICAL ROOF ASSEMBLY AT SLOPED

METAL DECKING1

A501 A501 SCALE: 3"=1'-0"

TYPICAL ROOF ASSEMBLY AT

TAPPERED INSULATION2

A501 A501 SCALE: 3"=1'-0"

TYPICAL ROOFING RECOVER AT

ROOF TO WALL TRANSITION3

A501 A501

SCALE: 6"=1'-0"

TYPICAL ROOF RECOVER

DRAIN DETAIL4

A501 A501 SCALE: 3"=1'-0"

TYPICAL ROOF RECOVER

OVERFLOW DRAIN DETAIL5

A501 A501 SCALE: 3"=1'-0"

TYPICAL FULL DEPTH ROOF REPLACEMENT

AT WET OR DAMAGED AREAS6

A501 A501

NEW EPDM FLASHING

MEMBRANE

NEW MEMBRANE TERMINATION FASTENERS AS

REQUIRED BY MEMBRANE MANUFACTURER.

NEW FLEECE BACK EPDM

ROOF MEMBRANE

EXISTING EPDM ROOFING

SYSTEM

NEW EPDM FLASHING MEMBRANE ROLLED

DOWN OVERFLOW PIPE

EXISTING OVERFLOW PIPE

THROUGH ROOF

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01/12/2024

TREVOR M. WEILBACH

Lic. No. 0402057564

PR

OJ

EC

T

CO

DE

: 2

-B

-0

(M

R2

A501

AS NOTED

01/12/2024

20240

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NEW MEMBRANE TERMINATION FASTENERS AS

REQUIRED BY MEMBRANE MANUFACTURER

SECURE NEW INSULATION AND COVERBOARD

WITH NEW ROOF ASSEMBLY FASTENERS PER

MANUFACTURERS REQUIREMENTS AND AS

REQUIRED FOR EACH ZONE OF THE ROOF

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NEW EPDM FLASHING MEMBRANE

NEW FLEECE BACK EPDM ROOF MEMBRANE

EXISTING EQUIPMENT CURB

NEW FLEECE BACK EPDM ROOF MEMBRANE

EXISTING PLUMBING VENT STACK

NEW FLEECE BACK EPDM

ROOF MEMBRANE

EXISTING EPDM ROOFING

SYSTEM

NEW EPDM FLASHING

MEMBRANE

NEW TERMINATION BAR AND

SEALANT

EXISTING SHEET METAL

FLASHING, FIELD VERIFY IF

REPLACEMENT NEEDED

PREPARE AND PRIME

PROJECTION

NEW SHEET METAL PITCH PAN,

SOLDERED/WELDED WATERTIGHT. 4"

MIN HEIGHT

NEW 2 PART, POURABLE

SEALANT, 2" MIN.

NEW NON-SHRINK GROUT, 2" MIN.

NEW SEALANT

NEW EPDM FLASHING MEMBRANE

NEW FLEECE BACK EPDM ROOF MEMBRANE

4" MIN.

FLANGE

NEW FLEECE BACK EPDM ROOF

MEMBRANE

EXISTING EPDM ROOFING

SYSTEM

REMOVE AND REINSTALL METAL

EXHAUST FAN COVER

NEW EPDM FLASHING MEMBRANE FASTENED 8" O.C.

THROUGH METAL TERMINATION BAR.

COVER SECURED WITH NEW FASTENERS

AND NEOPRENE WASHERS

REMOVE AND REINSTALL PASSIVE

VENT/AIR INTAKE

NEW TERMINATION BAR AND SEALANT

NEW COUNTER FLASHING

SCALE: 3"=1'-0"

TYPICAL EQUIPMENT CURB DETAIL1

A502 A502 SCALE: 3"=1'-0"

TYPICAL PLUMBING STACK DETAIL2

A502 A502 SCALE: 3"=1'-0"

TYPICAL HOT STACK DETAIL3

A502 A502

SCALE: 3"=1'-0"

TYPICAL PITCH POCKET - STEEL BEAM/ANGLE DETAIL4

A502 A502 SCALE: 3"=1'-0"

TYPICAL EXHAUST FAN DETAIL5

A502 A502 SCALE: 3"=1'-0"

TYPICAL PASSIVE VENT/AIR INTAKE DETAIL6

A502 A502

EXISTING EPDM ROOFING SYSTEM

NEW EPDM PREFORMED PIPE BOOT

EXISTING EPDM ROOFING

SYSTEM

EXISTING EPDM ROOFING SYSTEM

NEW FLEECE BACK EPDM ROOF

MEMBRANE

EXISTING EPDM ROOFING

SYSTEM

NEW EPDM FLASHING MEMBRANE

FASTENED 8" O.C. THROUGH METAL

TERMINATION BAR.

COVER SECURED WITH NEW

FASTENERS AND NEOPRENE

WASHERS

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S ui te

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-2

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7.

w w w .w dp a.

co m

01/12/2024

TREVOR M. WEILBACH

Lic. No. 0402057564

PR

OJ

EC

T

CO

DE

: 2

-B

-0

(M

R2

A502

AS NOTED

01/12/2024

20240

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NEW MEMBRANE TERMINATION

FASTENERS AS REQUIRED BY

MEMBRANE MANUFACTURER

NEW MEMBRANE TERMINATION

FASTENERS AS REQUIRED BY

MEMBRANE MANUFACTURER

NEW MEMBRANE

TERMINATION FASTENERS AS

REQUIRED BY MEMBRANE

MANUFACTURER

NEW MEMBRANE TERMINATION

FASTENERS AS REQUIRED BY

MEMBRANE MANUFACTURER

NEW MEMBRANE TERMINATION

FASTENERS AS REQUIRED BY

MEMBRANE MANUFACTURER

NEW MEMBRANE

TERMINATION FASTENERS AS

REQUIRED BY MEMBRANE

MANUFACTURER

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