PDCCC M22PC129 Project Drawings 231103.pdf

PDF 7 MB Posted Jan 22, 2024

Attached to: Campus Repairs at Hobbs and Franklin Campuses, Paul D. Camp Community College, PC#M22PC129
Solicitation number: 53729
Issued by: Franklin City, Suffolk City, Virginia

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Written by GovTribe AI · Apr 2, 2024

This document contains information related to a state and local contract opportunity issued by the Virginia Community College System (VCCS) for campus repairs at the Hobbs and Franklin campuses of Paul D. Camp Community College, Project Code #M22PC129. The project generally involves addressing moisture and water-related issues at the main lobby of the Hobbs campus building, stopping leakage into a partially below-grade classroom at the Franklin main building, and directing water away from an entrance door at the Franklin workforce building. The sealed bids are due by 3:00 PM on January 23, 2024, and will be publicly opened the following day. A pre-bid conference will be held on January 9, 2024, at the Hobbs campus and then the Franklin campus. The contract requires a standard Commonwealth bid bond, and the bidder must be a registered vendor in eVA. The document does not provide details on pricing terms, set asides, incumbents, funding requirements or sources, or other salient commercial information.

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Other files

File	Type	Posted
PDCCC M22PC129 Addendum 02 2024-01-22.pdf	PDF	Jan 22, 2024
PDCCC M22PC129 Project Manual 231103.pdf	PDF	Jan 22, 2024
PDCCC M22PC129 Notice of Invitation for Bids.pdf	PDF	Jan 22, 2024
PDCCC M22PC129 Addendum 01 2024-01-18.pdf	PDF	Jan 22, 2024

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VICINITY MAP - HOBBS CAMPUS

NOT TO SCALE

SITE MAP - HOBBS CAMPUS

NOT TO SCALE

SITE SITE

VCCS - PAUL D. CAMP COMMUNITY COLLEGE - HOBBS AND FRANKLIN CAMPUS REPAIRS

JOB NUMBER

DATE

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AS NOTED

G101

PLAN NORTH PLAN NORTH

271 KENYON ROAD, SUFFOLK, VA 23434 (HOBBS)

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

SHEET WHERE DETAIL IS CUT

SHEET WHERE DETAIL IS FOUND

ADDITIONAL SHEETS REFERENCES

SYMBOLS

LIST OF DRAWINGS

SHEET

NUMBER SHEET TITLE

G101 TITLE SHEET

G102 GENERAL NOTES

G103 GENERAL NOTES

C101 EXISTING SITE PLAN - HOBBS

C102 CONCEPTUAL PROTECTION PLAN

- HOBBS

C103 EXISTING SITE PLAN - FRANKLIN

C104 COURTYARD SITE PLAN -

FRANKLIN

AD101 DEMOLITION PLAN AND DETAILS -

HOBBS

AD102 DEMOLITION DETAILS - HOBBS

AD501 PHOTOGRAPHS OF EXISTING

CONDITIONS - HOBBS

A101 REPAIR PLAN AND DETAILS -

HOBBS

A102 REPAIR DETAILS - HOBBS

A103 WINDOW DETAILS - HOBBS

A104 REPAIR PLAN - FRANKLIN

A105 REPAIR DETAILS - FRANKLIN

A106 WORKFORCE SLAB PLAN AND

DETAILS - FRANKLIN

ABBREVIATIONS

SYMBOL DESCRIPTION

Ø DIAMETER

BLDG. BUILDING

CMU CONCRETE MASONRY UNIT

C.J. CONTROL JOINT

℄ CENTERLINE

E.J. EXPANSION JOINT

FRT FIRE RESISTANT TREATED

FT FEET

GA. GAUGE

MAX. MAXIMUM

MIN. MINIMUM

NIS NOT IN SCOPE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPP. OPPOSITE

PSF PER SQUARE FOOT

PSI PER SQUARE INCH

SIM. SIMILAR

SP SOUTHERN PINE

S.S. STAINLESS STEEL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

PROJECT NOTES

PLAN NORTH PLAN NORTH

SITE SITE

SITE MAP - FRANKLIN CAMPUS

NOT TO SCALE

SITE MAP - FRANKLIN CAMPUS

NOT TO SCALE

100 N. COLLEGE DRIVE, FRANKLIN, VA 23851

SCOPE OF WORK NARRATIVE - HOBBS

THE INTENT OF THIS PROJECT IS TO ELIMINATE EXISTING MOISTURE/WATER RELATED ISSUES WITHIN THE MAIN LOBBY OF THE HOBBS CAMPUS BUILDING. DEMOLITION WORK WILL INVOLVE REMOVAL OF EXISTING DRYWALL, ON CEILINGS AND CUPOLA WALLS, KRAFT FACE BATT INSULATION, WINDOW UNITS AND SEALANTS, WEATHER RESISTIVE BARRIERS (WRB), AND DAMAGED MISCELLANEOUS FRAMING. ALL REMOVED AND DISREGARDED ITEMS WILL BE REPLACED WITH SIMILAR MATERIALS, WITH THE EXCEPTION OF THE INSULATION, WHICH WILL BE SPRAY FOAM IN PLACE OF THE BATT INSULATION. ITEMS TO BE REMOVED AND REINSTALLED SHALL BE SAFELY STORED ONSITE. DURING THE REPAIR WORK, DUST AND OVERHEAD PROTECTION WILL BE INSTALLED OVER THE AREA OF WORK WITHIN THE LOBBY

SCOPE OF WORK NARRATIVE - FRANKLIN MAIN BUILDING

PROJECT INTENT IS TO STOP LEAKAGE INTO A PARTIALLY BELOW GRADE CLASSROOM. WORK IS TO BE PERFORMED WITHIN THE EXTERIOR COURTYARD, OUTSIDE OF THE CLASSROOM. SCOPE OF WORK WILL INCLUDE EXCAVATION AT AREAS ALONG THE COURTYARD WALLS, INSTALLING BELOW GRADE WATER PROOFING, ADDING FRENCH DRAINS AND REGRADING THE COURTYARD TO SL0PE TOWARDS AN EXISTING

DRAIN INLET.

SCOPE OF WORK NARRATIVE - FRANKLIN WORK FORCE BUILDING

PROJECT INTENT IS TO DIRECT WATER AWAY FROM AN ENTRANCE DOOR THAT HAS BEEN ALLOWING WATER INFILTRATION AT ITS BASE. WORK WILL INCLUDE THE REMOVAL OF THE EXISTING CONCRETE ENTRANCE SLAB, REGRADING, INSTALLING A NEW SLAB WITH A TRENCH DRAIN AT

THE DOOR THAT WILL DIRECT WATER AWAY FROM THE BUILDING.

ASBESTOS DISCLOSURE STATEMENT - HOBBS CAMPUS:

DUE TO THE BUILDING BEING CONSTRUCTED AFTER JANUARY 1,

1985, AN ASBESTOS INSPECTION IS NOT REQUIRED.

LEAD MATERIALS DISCLOSURE - HOBBS CAMPUS:

DUE TO THE BUILDING BEING CONSTRUCTED AFTER JANUARY 1,

1985, AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED

BUILDING COMPONENTS IS NOT REQUIRED. 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.

PROJECT IDENTIFICATION

AGENCY: VIRGINIA COMMUNITY COLLEGE SYSTEM

INSTITUTION: PAUL D. CAMP COMMUNITY COLLEGE - HOBBS AND FRANKLIN CAMPUS

PROJECT CODE: M22PC129

REPAIR CONSTRUCTION:

BUILDING CODE: 2018 VUSBC (REFERENCES 2018 INTERNATIONAL CODE COUNCIL MODEL CODES)

BUILDING TYPE: MIXED USE, NON-SEPARATED USE GROUPS

A-3, ASSEMBLY

B, BUSINESS

E, EDUCATION

CONSTRUCTION TYPE: IIB

REFERENCES: 2022 REV. 1 (February 14, 2023) VCCS CONSTRUCTION AND PROFESSIONAL SERVICES

MANUAL (CPSM)

YEAR OF ORIGINAL CONSTRUCTION: HOBBS CAMPUS - 1993

FRANKLIN CAMPUS - 1971

ORIGINAL CONSTRUCTION TYPE: 2C (BOTH CAMPUSES)

ASBESTOS DISCLOSURE STATEMENT - FRANKLIN CAMPUS:

ADMINISTRATION BUILDING: ASBESTOS TESTING WAS PERFORMED

AND ACM WAS NOT FOUND IN ANY MATERIALS TESTED. THE

ASBESTOS ANALYSIS REPORT IS INCLUDED AS AN APPENDIX TO THE

PROJECT MANUAL.

WORKFORCE BUILDING: DUE TO THE BUILDING BEING

CONSTRUCTED AFTER JANUARY 1, 1985, AN ASBESTOS INSPECTION

IS NOT REQUIRED.

LEAD MATERIALS DISCLOSURE - FRANKLIN CAMPUS:

ADMINISTRATION BUILDING: WORK TO BE PERFORMED IN AREAS

WHERE LEAD CONTAINING OR COATED BUILDING COMPONETS

SHOULD NOT BE PRESENT. 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.

WORKFORCE BUILDING: DUE TO THE BUILDING BEING

CONSTRUCTED AFTER JANUARY 1, 1985, AN INSPECTION TO

IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS IS

NOT REQUIRED. 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.

NEW WORK ASBESTOS STATEMENT:

NO ASBESTOS CONTAINING MATERIALS SHALL BE USED ON THIS

PROJECT.

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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 THE 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 BE OCCUPIED AND WILL REMAIN IN SERVICE DURING THE ENTIRE CONSTRUCTION PERIOD. THE WORK IS TO BE PERFORMED SO AS TO MINIMIZE THE IMPACT ON THE OPERATIONS OF THE BUILDING OCCUPANTS AND THEIR ACCESS TO THE BUILDING. THE ENTRANCES MUST REMAIN OPEN TO THE PUBLIC AT ALL TIMES. SAFE EGRESS INTO AND OUT OF THE BUILDING SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT THE CONSTRUCTION. OPERATIONS, INCLUDING DEMOLITION, SHALL BE CONDUCTED IN A MANNER TO MINIMIZE INTERFERENCE WITH ADJACENT AND OCCUPIED BUILDING AREAS. MEANS OF EGRESS SHALL BE MAINTAINED FREE OF CONSTRUCTION DEBRIS, EQUIPMENT AND PERSONNEL AT ALL TIMES DURING BUILDING

OCCUPANCY. MODIFICATIONS TO THE MEANS OF EGRESS REQUIRE REVIEW AND APPROVAL.

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. THE CONTRACTOR SHALL SCHEDULE WORK TO AVOID INTERFERENCE WITH NORMAL OPERATIONS OF OCCUPIED AREAS.

SUBMIT SCHEDULE AND SUMMARY OF APPLICABLE WORK WITHIN OCCUPIED AREAS AND OBTAIN THE OWNER'S APPROVAL NOT

LESS THAN SEVEN DAYS PRIOR TO COMMENCEMENT OF SUCH WORK.

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. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY

OF SUCH CONFLICT BEFORE PROCEEDING WITH THE WORK.

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. ANY REQUIRED PROTECTION FOR PEDESTRIANS TO BE INSTALLED BEFORE WORK BEGINS. PEDESTRIANS SHALL BE PROTECTED DURING ENTIRE PROJECT. CONTRACTOR SHALL PROVIDE DESIGN FOR PEDESTRIAN SITE PROTECTION IN ACCORDANCE WITH THE DESIGN REQUIREMENTS OF VCC 3306, PROTECTION OF PEDESTRIANS. PROTECTION SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF VIRGINIA. CONTRACTOR SHALL SUBMIT PROTECTION DESIGN TO ENGINEER FOR REVIEW AND APPROVAL. SIGNS SHALL BE PROVIDED ABOUT WORK. CRANE AND SAFETY SCHEDULE TO BE

SUBMITTED FOR APPROVAL.

11. 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.

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

13. CONTRACTOR SHALL MAINTAIN A SAFE, PROFESSIONAL, ALCOHOL FREE, DRUG FREE, AND CLEAN SITE WHILE WORKING ON THE

PROJECT.

14. 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.

15. 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.

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

17. 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.

18. 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.

19. 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.

20. CONTRACTOR TO ENSURE COMPATIBILITY OF ALL MATERIALS. CONTRACTOR IS TO PROCEED ONLY AFTER GIVEN SUBMITTAL

APPROVAL, NOT BEFORE.

21. 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.

22. 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 BUILDING 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.

23. 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.

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

TRANSITION.

25. CONTRACTOR IS RESPONSIBLE FOR ALL FUME AND DUST CONTROL MEASURES NECESSARY TO PREVENT THE MIGRATION OF DUST OR FUMES INTO THE MECHANICAL SYSTEMS OR INTO THE OCCUPIED AREAS OF THE BUILDING.

26. 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.

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

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

COURSE OF CONSTRUCTION.

29. CONTRACTORS, SUBCONTRACTORS AND SUPPLIERS MAY NOT PHOTOGRAPH ANY PERSON ON THE PROPERTY UNLESS SPECIFIC PERMISSION IS OBTAINED IN ADVANCE. NO FRATERNIZING WITH STUDENTS IS PERMITTED.

30. 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.

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

FOR CONSTRUCTION USE.

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

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

34. 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.

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

36. 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.

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

AREA AT ANY TIME.

38. 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.

39. 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.

40. 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.

PRODUCTS

INSULATION:

1. CLOSED-CELL SPRAY POLYURETHANE FOAM: ASTM C1029, TYPE II, MINIMUM DENSITY OF 1.5 LB/CU. FT. (24 KG/CU. M) AND MINIMUM AGED R-VALUE AT 1-INCH (25.4-MM) THICKNESS OF 6.2 DEG F X H X SQ. FT./BTU AT 75 DEG F (43 K X SQ. M/W AT 24 DEG C).

a. SURFACE-BURNING CHARACTERISTICS: COMPLY WITH ASTM E84; TESTING BY A QUALIFIED TESTING AGENCY. IDENTIFY

PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY.

a.a. FLAME-SPREAD INDEX: 25 OR LESS.

a.b. SMOKE-DEVELOPED INDEX: 450 OR LESS.

b. FIRE PROPAGATION CHARACTERISTICS: PASSES [NFPA 285] TESTING AS PART OF AN APPROVED ASSEMBLY.

c. THICKNESS: MIN. 5.5"

d. PRODUCTS: LISTED BELOW OR SIMILAR d.a. THERMOSEAL, THERMOSEAL 2000 d.b. HUNTSMAN BUILDING SOLUTIONS, HBS PROSEAL HFO d.c. NEXSEAL, NEXSEAL 2.0

2. PRIMER: MATERIAL RECOMMENDED BY INSULATION MANUFACTURER WHERE REQUIRED FOR ADHESION OF INSULATION TO

SUBSTRATES.

INTERIOR GYPSUM BOARD

1. GYPSUM WALLBOARD: ASTM C1396/C1396M.

2. THICKNESS: ½ INCH, UNLESS OTHERWISE INDICATED.

3. LONG EDGES: TAPERED.

4. PRODUCTS: LISTED BELOW OR SIMILAR

a. AMERICAN GYPSUM, CLASSICROC REGUALR GYPSUM WALLBOARD

b. USG, BRAND ULTRALIGHT PANELS

c. PABCO GYPSUM, REGULAR GYPSUM BOARD

SEALANT:

1. LOW MODULUS, SINGLE-COMPONENT, NEUTRAL-CURING ELASTOMERIC SILICONE SEALANT THAT IS CAPABLE OF MAINTAINING A CONTINUOUS WATERTIGHT AND AIRTIGHT SEAL AT JOINTS IN CONCRETE, ANODIZED ALUMINUM, AND A COMBINATION OF THESE MATERIALS. THE PRODUCT SHALL COMPLY WITH ASTM C920 AND THE FOLLOWING REQUIREMENTS:

a. TYPE AND GRADE: S (SINGLE-COMPONENT) AND NS (NON-SAG)

b. CLASS: 100/50

c. USE RELATED TO EXPOSURE: NT (NONTRAFFIC)

d. NON-STAINING TO POROUS SUBSTRATES PER ASTM C 1248

e. COLOR IS TO MATCH SURROUNDING EXISTING BUILDING SEALANTS

f. PRODUCTS: LISTED BELOW OR SIMILAR f.a. TREMCO; SPECTREM 1 f.b. DOW CORNING; 790 f.c. PECORA; 890 NST

2. PROVIDE CLOSED-CELL BACKER-ROD APPROXIMATELY 25% LARGER THAN THE JOINT OR AS RECOMMENDED BY THE JOINT

SEALANT MANUFACTURER.

INTERIOR PAINT:

1. LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, (MPI GLOSS LEVEL 1 OR 2) (MPI #143 OR MPI #144)

a. VOLUME OF SOLIDS: PRODUCT MUST HAVE A MINIMUM VOLUME OF SOLIDS OF 34% BY VOLUME

b. COLOR: CHOSEN TO MATCH EXISTING SURROUNDING WALLS OR AS CHOSEN BY OWNER

c. PRODUCTS: LISTED BELOW OR SIMILAR c.a. SHERWIN-WILLIAMS, PROMAR 200 ZERO VOC c.b. RODDA, HORIZON ZERO VOC c.c. PPG PAINTS, SPEEDHIDE INTERIOR LATEX

2. PRIMER: PREP ALL SURFACES TO BE PAINTED WITH THE MANUFACTURERS RECOMMENDED PRIMER.

WINDOWS:

1. WINDOW PERFORMANCE REQUIREMENTS

a. PRODUCT STANDARD: COMPLY WITH AAMA/WDMA/CSA 101/I.S.2/A440 FOR DEFINITIONS AND MINIMUM STANDARDS OF PERFORMANCE, MATERIALS, COMPONENTS, ACCESSORIES, AND FABRICATION UNLESS MORE STRINGENT REQUIREMENTS

ARE INDICATED.

b. PERFORMANCE CLASS AND GRADE: AAMA/WDMA/CSA 101/I.S.2/A440 AS FOLLOWS:

i. MINIMUM PERFORMANCE CLASS: LC.

ii. MINIMUM PERFORMANCE GRADE: 25.

c. THERMAL TRANSMITTANCE: NFRC 100 MAXIMUM WHOLE-WINDOW U-FACTOR OF 0.32 BTU/SQ. FT. X H X DEG F.

d. SOLAR HEAT-GAIN COEFFICIENT (SHGC): NFRC 200 MAXIMUM WHOLE-WINDOW SHGC OF 0.40.

e. CONDENSATION-RESISTANCE FACTOR (CRF): PROVIDE ALUMINUM WINDOWS TESTED FOR THERMAL PERFORMANCE

ACCORDING TO AAMA 1503, SHOWING A CRF OF 45.

f. THERMAL MOVEMENTS: PROVIDE ALUMINUM WINDOWS, INCLUDING ANCHORAGE, THAT ALLOW FOR THERMAL MOVEMENTS RESULTING FROM THE FOLLOWING MAXIMUM CHANGE (RANGE) IN AMBIENT AND SURFACE TEMPERATURES BY PREVENTING BUCKLING, OPENING OF JOINTS, OVERSTRESSING OF COMPONENTS, FAILURE OF JOINT SEALANTS, FAILURE OF CONNECTIONS, AND OTHER DETRIMENTAL EFFECTS. BASE ENGINEERING CALCULATION ON SURFACE TEMPERATURES OF

MATERIALS DUE TO BOTH SOLAR HEAT GAIN AND NIGHTTIME-SKY HEAT LOSS.

i. TEMPERATURE CHANGE: 120 DEG F AMBIENT; 180 DEG F MATERIAL SURFACES.

2. ALUMINUM WINDOWS

a. FIXED TYPE.

b. FRAMES AND SASHES: ALUMINUM EXTRUSIONS COMPLYING WITH AAMA/WDMA/CSA 101/I.S.2/A440.

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GENERAL NOTES GENERAL NOTES GENERAL NOTES

PRODUCTS

INTERIOR SIDE IN A MANNER THAT ELIMINATES DIRECT METAL-TO-METAL CONTACT.

c. INSULATING-GLASS UNITS: ASTM E2190.

c.a. GLASS: ASTM C1036, TYPE 1, CLASS 1, Q3.

c.b. TINT: CLEAR.

c.c. MINIMUM 1 INCH THICK.

d. HARDWARE, GENERAL: PROVIDE MANUFACTURER'S STANDARD HARDWARE FABRICATED FROM ALUMINUM, STAINLESS STEEL, CARBON STEEL COMPLYING WITH AAMA 907, OR OTHER CORROSION-RESISTANT MATERIAL COMPATIBLE WITH

ADJACENT MATERIALS.

i. EXPOSED HARDWARE COLOR AND FINISH: AS INDICATED BY MANUFACTURER'S DESIGNATIONS.

e. WINDOW DIMENSIONS TO BE APPROXIMATELY 9 FEET WIDE BY 4 FEET TALL, TO MATCH THE SIZE OF EXISTING WINDOWS.

VERIFY IN FIELD.

f. PROVIDE ALUMINUM FINISH TO MATCH EXISTING, OR AS OTHERWISE DIRECTED BY OWNER.

g. ACCEPTABLE MANUFACTURERS INCLUDE BUT ARE NOT LIMITED TO:

g.a. BOYD g.b. KAWNEER g.c. THERMAL WINDOWS, INC.

g.d. VETRINA g.e. WINCO MANUFACTURING, CO.

WEATHER RESISTIVE BARRIER

1. SELF-ADHERED AIR AND WATER BARRIER MEMBRANE

a. OBTAIN PRIMARY MATERIALS AND ACCESSORIES FROM A SINGLE SOURCE AND MANUFACTURER.

b. AIR PERMEANCE: MAXIMUM 0.004 CFM/SQ. FT OF SURFACE AREA AT 1.57-LBF/SQ. FT PRESSURE DIFFERENCE IN

ACCORDANCE WITH ASTM D882.

c. TENSILE STRENGTH: MINIMUM 41 LBF/182 N MD AND 29 LBF / 129 N CD IN ACCORDANCE WITH ASTM D882.

d. ELONGATION: PASS ICC-ES AC48.

e. VAPOR PERMEANCE: MINIMUM 10 PERM IN ACCORDANCE WITH ASTM E96/E96M, DESSICANT METHOD.

f. ADHESION TO SUBSTRATE: MINIMUM 16 LBF/SQ. IN. WHEN TESTED IN ACCORDANCE WITH ASTM D4541.

g. UV RESISTANCE: CAN BE EXPOSED TO SUNLIGHT FOR A MINIMUM OF 30 DAYS ACCORDING TO MANUFACTURER'S WRITTEN

INSTRUCTIONS.

h. PRODUCTS: LISTED BELOW OR SIMILAR h.a. HENRY, BLUESKIN VP 100 h.b. W.R. MEADOWS, AIR-SHIELD SMP h.c. TREMCO, EXOAIR 210 AT

i. PROVIDE PRIMERS, TERMINATION MASTIC, SUBSTRATE PATCHING MATERIALS, ADHESIVES, TAPES, FOAM SEALANTS, LAP SEALANTS, TERMINATION BARS, AND OTHER ACCESSORY MATERIALS THAT ARE RECOMMENDED IN WRITING BY AIR AND WATER BARRIER MANUFACTURER TO PRODUCE A COMPLETE AIR AND WATER BARRIER ASSEMBLY AND THAT ARE COMPATIBLE WITH PRIMARY AIR AND WATER BARRIER MATERIAL AND ADJACENT CONSTRUCTION TO WHICH THEY MAY SEAL.

REGISTERS

1. DIMENSIONS: 12 IN. X 8 IN. TO MATCH EXISTING VENTS. VERIFY IN FIELD.

2. MINIMUM AIRFLOW: 140 CFM

3. DOUBLE DEFLECTION, WITH FRONT BLADES PARALLEL TO HORIZONTAL DIMENSION.

4. ADJUST FRONT BLADES 22.5 DEGREES SOUTH OF HORIZONTAL, AND ADJUST BACK BLADES TOWARDS THE CENTER OF THE ROOM

TO AVOID BLOWING ON ADJACENT WALLS.

5. PRODUCTS: LISTED BELOW OR SIMILAR

a. PRICE, 520 DOUBLE DEFLETION STEEL GRILLES.

b. HART AND COOLEY, DOUBLE DEFLECTION REGISTER

c. NAILOR INDUSTRIES, 61 DH LOUVERED FACE SUPPLY GRILLE

EXCAVATION

1. TOP SOIL

a. ASTM D 5268, PH RANGE OF 5.5 TO 7, A MINIMUM OF 4 PERCENT ORGANIC MATERIAL CONTENT; LESS THAN 3 PERCENT STONES 3/4-INCH OR LARGER IN ANY DIMENSION AND ROOTS, PLANTS, SOD, CLAY LUMPS, AND OTHER EXTRANEOUS

MATERIALS HARMFUL TO PLANT GROWTH.

a.a. TOPSOIL SHALL BE FREE OF ALL DELETERIOUS MATERIAL THAT MAY ADVERSELY AFFECT THE USE OF THE PLANTED SURFACE INCLUDING ANY METAL, WOOD, PLASTIC, GLASS OR OTHER MANMADE MATERIALS NOT INTENDED

SPECIFICALLY AS A SOIL SUPPLEMENT.

a.b. TOPSOIL SHALL BE FREE OF OBNOXIOUS WEEDS AND INVASIVE PLANTS OR OTHER UNDESIRABLE ORGANISMS AND DISEASE-CAUSING PLANT PATHOGENS. TOPSOIL SHALL BE FREE OF CHEMICALS AND PESTICIDES, FARM CROP SEEDS, WITH DOCUMENTATION ON TOPSOIL ORIGIN AND SOIL TESTING.

a.c. TOPSOIL PARTICLE SIZES SHALL FALL IN THE FOLLOWING RANGES AS PERCENTAGES BY MASS BOTH SEPARATELY AND

IN COMBINATION:

a.c.a. CLAY: 35 PERCENT TO 60 PERCENT a.c.b. SILT: 35 PERCENT TO 60 PERCENT a.c.c. SAND: LESS THAN 60 PERCENT a.c.d. SILT AND CLAY IN COMBINATION: LESS THAN 65 PERCENT

2. SOD

a. ONE YEAR OLD NURSERY-GROWN SOD THAT IS CERTIFIED COMMON BERMUDA.

b. DENSE, HEALTHY, FIELD-GROWN ON FUMIGATED SOIL WITH THE GRASS HAVING BEEN MOWED AT 1-INCH HEIGHT BEFORE

LIFTING FROM FIELD.

c. DARK GREEN IN COLOR, FREE OF THATCH, FREE FROM DISEASES, WEEDS AND HARMFUL INSECTS.

d. REASONABLY FREE OF OBJECTIONABLE GRASSY AND BROAD LEAF WEEDS. SOD SHALL BE CONSIDERED WEED FREE IF NO

MORE THAN TEN (10) SUCH WEEDS ARE FOUND PER 100 SQ. FT. OF SOD.

FLASHING

1. SELF ADHERED FLASHING

a. SELF-ADHERED FLEXIBLE FLASHING MEMBRANE CONSISTING OF RUBBERIZED ASPHALT ADHESIVE LAYER BONDED TO

HIGH-DENSITY POLYETHYLENE FACER.

b. MINIMUM THICKNESS: 25 MILS

c. RECOMMENDED BY MANUFACTURER FOR INSTALLATION IN WINDOW FLASHING APPLICATIONS.

d. PRODUCTS: LISTED BELOW OR SIMILAR d.a. GCP, VYCOR PLUS d.b. HENRY, BLUESKIN WB d.c. W.R. MEADOWS, AIR-SHIELD 25

2. SILL PAN

a. 22 GAUGE, TYPE 304 STAINLESS STEEL.

b. LAPS IN FLASHING COMPONENTS SHOULD HAVE A MINIMUM OVERLAP OF 2 IN.

DRAINS

1. TRENCH DRAIN

a. PROVIDE 6” TRENCH DRAINS, WITH A MINIMUM BUILT IN SLOPE OF 0.75%. CONTRACTOR TO VERIFY ALL DIMENSIONS AND

SLOPES BASED ON FIELD VERIFIED DIMENSIONS.

b. FURNISH DRAINS, ACCESSORIES, AND ATTACHMENTS FROM A SINGLE MANUFACTURER.

c. DRAINS SHALL BE FURNISHED WITH THE MANUFACTURERS ANCHORAGE SYSTEM FOR INSTALLATION WITHIN A CONCRETE

SLAB.

d. PROVIDE MANUFACTURERS STANDARD OUTLET CONNECT, CLOSED END CAPS, AND CHANNEL CONNECTION.

e. PROVIDE MANUFACTURER'S STANDARD DOUBLE IRON CLASS C GRATE AND ASSOCIATED GRATE LOCKDOWN HARDWARE.

2. FRENCH DRAIN

a. PERFORATED PE PIPE a.a. NPS 6 (DN 150) AND SMALLER: ASTM F405 OR AASHTO M 252, TYPE CP; CORRUGATED, FOR COUPLED JOINTS.

a.b. COUPLINGS: MANUFACTURER'S STANDARD, BAND TYPE.

b. FILTER FABRIC b.a. FABRIC OF PP OR POLYESTER FIBERS OR COMBINATION OF BOTH, WITH FLOW RATE RANGE FROM 110 TO 330 GPM/SQ.

FT. WHEN TESTED IN ACCORDANCE WITH ASTM D4491.

b.b. STRUCTURE TYPE: NONWOVEN, NEEDLE-PUNCHED CONTINUOUS FILAMENT.

c. AGGREGATE c.a. WASHED GRAVEL WITH A MINIMUM SIZE OF 1 ½ IN.

SHEET WATERPROOFING

1. MODIFIED BITUMINOUS SHEET: MINIMUM 60-MIL NOMINAL THICKNESS, SELF-ADHERING SHEET CONSISTING OF 56 MILS OF RUBBERIZED ASPHALT LAMINATED ON ONE SIDE TO A 4-MIL-THICK, POLYETHYLENE-FILM REINFORCEMENT, AND WITH RELEASE LINER ON ADHESIVE SIDE; FORMULATED FOR APPLICATION WITH PRIMER OR SURFACE CONDITIONER THAT COMPLIES WITH VOC

LIMITS OF AUTHORITIES HAVING JURISDICTION.

a. TENSILE STRENGTH, MEMBRANE: 250 PSI MINIMUM; ASTM D412, DIE C, MODIFIED.

b. ULTIMATE ELONGATION : 300 PERCENT MINIMUM ; ASTM D412, DIE C, MODIFIED.

c. LOW-TEMPERATURE FLEXIBILITY: PASS AT MINUS 20 DEG F; ASTM D1970/D1970M.

d. CRACK CYCLING: UNAFFECTED AFTER 100 CYCLES OF 1/8-INCH MOVEMENT; ASTM C836/C836M.

e. PUNCTURE RESISTANCE: 40 LBF MINIMUM; ASTM E154/E154M.

f. WATER ABSORPTION: 0.2 PERCENT WEIGHT-GAIN MAXIMUM AFTER 48-HOUR IMMERSION AT 70 DEG F; ASTM D570.

g. WATER VAPOR PERMEANCE: 0.05 PERM MAXIMUM; ASTM E96/E96M, WATER METHOD.

h. HYDROSTATIC-HEAD RESISTANCE: 200 FEET MINIMUM; ASTM D5385.

i. PRODUCTS: LISTED BELOW OR SIMILAR i.a. GCP, BITUTHENE 3000 i.b. HENRY, BLUESKIN WP 200 i.c. SOPREMA, COLPHENE 3000

2. PROTECTION COURSE: ASTM D6506, SEMIRIGID SHEETS OF FIBERGLASS OR MINERAL-REINFORCED-ASPHALTIC CORE, PRESSURE

LAMINATED BETWEEN TWO ASPHALT-SATURATED FIBROUS LINERS AND AS FOLLOWS:

a. THICKNESS: NOMINAL 1/4 INCH.

b. ADHESIVE: RUBBER-BASED SOLVENT TYPE RECOMMENDED BY WATERPROOFING MANUFACTURER FOR PROTECTION

COURSE TYPE.

3. MOLDED SHEET DRAINAGE PANEL: NONWOVEN-GEOTEXTILE-FACED, MOLDED-SHEET DRAINAGE PANEL WITH POLYMERIC FILM:

COMPOSITE SUBSURFACE DRAINAGE PANEL ACCEPTABLE TO WATERPROOFING MANUFACTURER AND CONSISTING OF A STUDDED, NONBIODEGRADABLE, MOLDED-PLASTIC-SHEET DRAINAGE CORE; WITH A NONWOVEN, NEEDLE-PUNCHED GEOTEXTILE FACING WITH AN APPARENT OPENING SIZE NOT EXCEEDING NO. 70 SIEVE LAMINATED TO ONE SIDE OF THE CORE AND A POLYMERIC FILM BONDED TO THE OTHER SIDE; AND WITH A VERTICAL FLOW RATE THROUGH THE CORE OF 9 TO 21 GPM PER FT.

a. ACCEPTABLE MANUFACTURERS TO INCLUDE BUT ARE NOT LIMITED TO:

a.a. CARLISLE COATINGS AND WATERPROOFING a.b. CETCO, A MINERALS AND TECHNOLOGIES COMPANY a.c. GCP APPLIED TECHNOLOGIES a.d. POLYGUARD PRODUCTS

4. FURNISH ALL OTHER MATERIALS AS RECOMMENDED BY MANUFACTURER INCLUDING SURFACE CONDITITIONER, PRIMER, SUBSTRATE PATCHING MATERIAL, AND TERMINATION BARS.

CONCRETE

1. NORMAL-WEIGHT CONCRETE:

a. MINIMUM COMPRESSIVE STRENGTH: 3000 PSI AT 28 DAYS.

b. MAXIMUM W/CM: 0.50.

c. MAXIMUM COARSE-AGGREGATE SIZE: ¾ INCH NOMINAL.

d. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB/CU. YD.

e. SLUMP LIMIT: 4 INCHES, PLUS OR MINUS 1 INCH.

f. AIR CONTENT: 5.0 PERCENT, PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY FOR CONCRETE CONTAINING 3/4-INCH

NOMINAL MAXIMUM AGGREGATE SIZE.

g. LIMIT WATER-SOLUBLE, CHLORIDE-ION CONTENT IN HARDENED CONCRETE TO 0.30 PERCENT BY WEIGHT OF CEMENT.

2. REINFORCING:

a. WELDED WIRE FABRIC: ASTM A185, WELDED STEEL WIRE FABRIC. FLAT SHEETS ONLY.

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PLAN NORTH

SCALE:

EXISTIG SITE PLAN - HOBBS CAMPUS1

C101 C101

SITE LEGEND

TREES/BUSHES

LIGHT POLE

HANDICAP RAMP

ACCESS

RAMP ACCESS

SPEED BUMP

FLAG POLE

EGRESS

POSSIBLE DUMPSTER

LOCATION

POTENTIAL CONTRACTOR STAGGING AREA.

ACTUAL LOCATION TO BE COORDINATED DURING

PRECONSTRUCTION MEETING. CONTRACTOR TO

PROVIDE FENCING AROUND STAGING AREA

APPROXIMATE LOCATION OF

ATTIC ACCESS LADDER

APPROXIMATE AREA OF LOBBY REPAIR

WORK. SEE AD/101, AD/102, AND A/101

EGRESS

NOTES:

1. SITE PLAN INTENDED TO DISPLAY PROJECT LAYOUT, ALL

ITEMS SHOWN ARE EXISTING.

2. VERIFY EXISTING BUILDING DIMENSIONS, CONDITIONS,

MATERIALS, AND LOCATIONS IN THE FIELD. NOTIFY THE

ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING

WITH THE WORK.

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

AND OTHER MECHANICAL ITEM THROUGHOUT THE

CONSTRUCTION. DAMAGE TO ELEMENTS SHALL BE

REPAIRED OR REPLACED AT NO COST TO THE OWNER.

RELOCATION OF ANY ITEM TO ACCOMMODATE THE REPAIRS

IS PART OF THE WORK.

4. REMOVAL, RELOCATION, AND/OR REPLACEMENT OF

ELECTRICAL, IF NECESSARY IN DESIGNATED WORK AREAS,

SHALL BE PERFORMED BY A LICENSED ELECTRICIAN.

5. EXISTING MATERIALS TO BE REMOVED SHALL BE DISPOSED

OF LEGALLY. REUSE OF EXISTING MATERIALS IS STRICTLY

PROHIBITED UNLESS APPROVED BY THE OWNER.

6. SITE TO BE CLEANED DAILY AND ALL CONSTRUCTION

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

7. ALL LANDSCAPING SHALL BE RESTORED TO ORIGINAL

CONDITION AT COMPLETION OF PROJECT.

8. NO CONSTRUCTION DEBRIS TO BE LEFT ON SITE AT

COMPLETION OF PROJECT.

POTENTIAL CONTRACTOR STAGGING AREA.

ACTUAL LOCATION TO BE COORDINATED DURING

PRECONSTRUCTION MEETING. CONTRACTOR TO

PROVIDE FENCING AROUND STAGING AREA

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SCALE: 3

16"=1'-0"

CONCEPTUAL

SCAFFOLDING/PROTECTION PLAN1

C101 C102

SET SCAFFOLDING/PROTECTION

FRAMING SO THAT IT DOES NOT

INTERFERE WITH DOOR SWING. ALL

WALK WAY OPENINGS TO REMAIN ADA

COMPLIANT, TYP.

LOCATION OF SCAFFOLDING/OVERHEAD

PROTECTION AND FRAMING ARE

CONCEPTUAL. CONTRACTOR SHALL

DESIGN ACTUAL SCAFFOLDING AND

PROTECTION PLAN

MAIN ENTRANCE

VESTIBULE

MAIN LOBBY

CUPOLA ABVOE

COURTYARD

ADMIN. OFFICESTO ATTIC ACCESS

LADDER

SECURITY

PEDESTRIAN BARRIER WITH PLASTIC

DUST CONTROL

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. SCAFFOLDING AND OVERHEAD PROTECTION MUST BE ERECTED

TO MAINTAIN THAT ALL OPENINGS AND DOORS REMAIN ADA

COMPLIANT.

3. 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).

4. PEDESTRIANS SHALL BE PROTECTED DURING PROJECT. SIGNS

SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC.

5. PEDESTRIAN PROTECTION SHALL BE INSTALLED IN EACH ACTIVE

WORK AREA AND REMAIN IN PLACE FOR THE DURATION OF WORK

IN THAT AREA.

6. AT AREAS TO BE REPAIRED BELOW OVERHEAD PROTECTION AND

SCAFFOLDING, TEMPORARILY CORDON OFF AS NEEDED TO

PROTECT PEDESTRIANS.

7. CONTRACTOR TO MAINTAIN AND PROTECT EXISTING FIRE

SUPPRESSION SYSTEM

CONTRACTOR TO PROVIDE TEMPORARY

DUCKING OF HVAC INTO THE LOBBY

OUTSIDE OF THE PROTECTION AREA TO

MAINTAIN SUBTLE TEMPERATURES/AIR

CONDITIONS

PROVIDE TEMPORARY LIGHTING IN

TUNNEL AREAS

COVER ALL SIDES OF SCAFFOLDING

TO PROTECT AGAINST FALLING

OBJECTS AND DUST

PROVIDE PLASTIC OR OTHER

MATERIALS AROUND ENTIRE

PERIMETER OF THE SCAFFOLDING

SAFETY RAIL

TEMPORARY

LIGHTS

8'- 0"

O F

N W

, F

5'-0" MIN.

WIDTH VARIES, FIELD VERIFY

SCALE: NONE

CONCEPTUAL

SCAFFOLDING/PROTECTION DETAIL2

C102 C102

EXISTING

WALKWAY

NOTE:

TEMPORARY PROTECTION SHOWN TO ILLUSTRATE CONCEPT AND MINIMUM

REQUIRED DIMENSIONS, ACTUAL COMPONENTS MAY VARY.

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SCALE:

EXISTING SITE PLAN - FRANKLIN CAMPUS1

C103 C103

SITE LEGEND

TREES/BUSHES

NOTES:

1. SITE PLAN INTENDED TO DISPLAY PROJECT LAYOUT, ALL

ITEMS SHOWN ARE EXISTING.

2. VERIFY EXISTING BUILDING DIMENSIONS, CONDITIONS,

MATERIALS, AND LOCATIONS IN THE FIELD. NOTIFY THE

ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING

WITH THE WORK.

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

AND OTHER MECHANICAL ITEM THROUGHOUT THE

CONSTRUCTION. DAMAGE TO ELEMENTS SHALL BE

REPAIRED OR REPLACED AT NO COST TO THE OWNER.

RELOCATION OF ANY ITEM TO ACCOMMODATE THE REPAIRS

IS PART OF THE WORK.

4. REMOVAL, RELOCATION, AND/OR REPLACEMENT OF

ELECTRICAL, IF NECESSARY IN DESIGNATED WORK AREAS,

SHALL BE PERFORMED BY A LICENSED ELECTRICIAN.

5. EXISTING MATERIALS TO BE REMOVED SHALL BE DISPOSED

OF LEGALLY. REUSE OF EXISTING MATERIALS IS STRICTLY

PROHIBITED UNLESS APPROVED BY THE OWNER.

6. SITE TO BE CLEANED DAILY AND ALL CONSTRUCTION

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

7. ALL LANDSCAPING SHALL BE RESTORED TO ORIGINAL

CONDITION AT COMPLETION OF PROJECT.

8. NO CONSTRUCTION DEBRIS TO BE LEFT ON SITE AT

COMPLETION OF PROJECT.

ADMINISTRATION BLDG.

WORKFORCE

DEVELOPMENT BUILDING

MAINTENANCE WAREHOUSE

POTENTIAL CONTRACTOR STAGGING AREA.

ACTUAL LOCATION TO BE COORDINATED DURING

PRECONSTRUCTION MEETING. CONTRACTOR TO

PROVIDE FENCING AROUND STAGING AREA

APPROXIMATE LOCATION OF

COURTYARD DRAINAGE

REPAIR WORK. SEE 1/A104

N. COLLEGE DRIVE

APPROXIMATE LOCATION OF

ENTRANCE WALKWAY REPAIR,

SEE 1/A106

64"=1'-0"

JOB NUMBER

DATE

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AS NOTED

C103

0 10' 20' 30' 40'

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GENERAL NOTES

1. SITE PLAN INTENDED TO DISPLAY PROJECT LAYOUT, ALL ITEMS

SHOWN ARE EXISTING.

2. CONTRACTOR SHALL DESIGN ACTUAL SITE PROTECTION PLAN IN

ACCORDANCE WITH THE DESIGN REQUIREMENTS OF VCC 3306,

PROTECTION OF PEDESTRIANS. CONTRACTOR SHALL SUBMIT

PROPOSED SITE PROTECTION PLAN TO A/E FOR REVIEW AND

APPROVAL.

3. 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).

4. PEDESTRIANS SHALL BE PROTECTED DURING PROJECT. SIGNS

SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC.

5. PEDESTRIAN PROTECTION SHALL BE INSTALLED IN EACH ACTIVE

WORK AREA AND REMAIN IN PLACE FOR THE DURATION OF WORK

IN THAT AREA.

6. IF AREAS ARE TO BE REPAIRED OUTSIDE OF PROTECTION,

TEMPORARILY CORDON OFF AS NEEDED TO PROTECT

PEDESTRIANS.

7. EXISTING ELEVATIONS SHOWN ON DRAWING ARE FOR

INFORMATION ONLY AND MUST BE VERIFIED BY THE

CONTRACTOR DURING CONSTRUCTION. ELEVATIONS ARE

REPORTED USING THE DROP INLET AS THE DATUM.

P1 C104 C104

SCALE: 1

8"=1'-0"

EXISTING COURTYARD

SITE PLAN1

C103 C104

SCALE: NONE

SITE PLANP1

C104 C104

CONTRACTOR TO

COORDINATE LOCATIONS OF

SITE FENCES WITH OWNER

CONCRETE WALKWAY

STEPS

RAISED

PLANTERS

EXISTING DROP INLET

TO CONTRACTOR STAGING

AREA

PLAN NORTH

BRICK PAVERS

12" DRAIN PIPE

P2 C104 C104

P3 C104 C104

P4 C104 C104

SCALE: NONE

SITE PLANP2

C104 C104

SCALE: NONE

SITE PLANP3

C104 C104

SCALE: NONE

SITE PLANP4

C104 C104

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AS NOTED

C104

0 4' 8' 16'

0.0"

5.4"

5.7"

4.8" 5.3" 4.8"

4.9"

5.5"

NOTE:

= EXISTING ELEVATION POINTS

AutoCAD SHX Text Lic. No. 28879

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SCALE: 3

16"=1'-0"

DEMOLITION PLAN1

C101 AD101

MAIN ENTRANCE

VESTIBULE

MAIN LOBBY

CUPOLA ABVOE

COURTYARD

ADMIN. OFFICES

TO ATTIC ACCESS

SECURITY

AD101 AD501

DEMOLITION NOTES:

- APPLY PROTECTION TO ALL SURROUNDING SURFACES AND ITEMS THAT

WILL NOT BE REMOVED DURING DEMOLITION AND REPAIR WORK.

- REMOVE EXISTING DRYWALL ON ALL SLOPED CEILING SURFACES AND

WALLS ABOVE THE SLOPED CEILING AREA.

- REMOVE ALL KRAFT FACED BATT INSULATION, BEGINNING AT THE

INTERFACE WITH THE HORIZONTAL BATT CEILING INSULATION.

- REMOVE ANY DAMAGED FRAMING WITHIN THE CEILING/WALL SYSTEM IF

PRESENT.

- REMOVE AND STORE WOOD PANELING/FASCIA. IF DAMAGED, DISPOSE OF

AND REPLACE.

- REMOVE AND STORE LIGHT FIXTURES, CAMERAS, AND ANY OTHER SIMILAR

ITEMS.

- REMOVE ALL ROOFING, SIDING AND WINDOW SEALANT JOINTS.

- REMOVE EXISTING WINDOWS

- REMOVE AND STORE ALUMINUM PANELING BETWEEN WINDOWS AND

ROOFING

AD101 AD101

TYP.

AD101 AD501

REMOVE EXISTING SLOPED CEILING DRYWALL, ALL

SIDES

SCALE: 1

4"=1'-0"

LOBBY DEMOLITION SECTION2

AD101 AD101

SCALE:11

2"=1'-0"

DEMOLITION DETAIL

AT ATTIC WALKWAY3

AD101 AD101 SCALE:11

2"=1'-0"

DEMOLITION DETAIL

AT WALL VENTS4

AD101 AD101

AT ATTIC WALKWAY

AD101 AD101

AT VENTS

P12

AD101 AD501

EXTERIOR

AD101 AD501

ATTIC

REMOVE EXISTING INSULATION FROM ALL SIDES

REMOVE EXISTING SPRINKLER COVERS AND PROTECT

SPRINKLER HEADS FROM DAMAGE

REMOVE ALL INTERIOR AND EXTERIOR CUPOLA SEALANT JOINTS

(ROOFING, SIDING AND WINDOW)

REMOVE AND STORE WOOD PANELING. REPLACE IF DAMAGED

REMOVE VENT (8 TOTAL) COVERS FROM TWO ELEVATIONS

REMOVE AND/OR PROTECT SURFACES BELOW WORK

AREA

REMOVE AND STORE LIGHT FIXTURES

AND ACCESSORIES WHERE NEEDED

REMOVE AND STORE DECORATIVE WOOD FASCIA,

REPLACE IF DAMAGED

AD101 AD501

FROM ABOVE

AD101 AD501

FROM ABOVE

AD101 AD501

LOOKING UP

AD101 AD501

ATTIC

P10

AD101 AD501

ATTIC

P11/AD501 THROUGH P15/AD501 FOR

CUPOLA PHOTOGRAPHS

P13

AD101 AD501

EXTERIOR

REMOVE EXITING DRYWALL AT ALL SLOPED AND VERTICAL

CEILING AREAS

REMOVE EXISTING INSULATION FROM ALL SIDES

EXISTING ATTIC WALKWAY

REMOVE AND STORE EXISTING LIGHTING FIXTURES

REMOVE AND STORE

DECORATIVE WOOD

FASCIA

REMOVE EXITING DRYWALL AT ALL SLOPED AND VERTICAL

CEILING AREAS

REMOVE EXISTING INSULATION FROM ALL SIDES

REMOVE AND STORE EXISTING LIGHTING FIXTURES

REMOVE EXISTING VENT COVERS

CEILING LINES ABOVE

AD101 AD101

SIM.

AD101 AD101

SIM.

REMOVE EXISTING DRYWALL ABOVE SLOPED CEILING

REMOVE EXISTING WINDOWS

REMOVE AND STORE EXISTING ALUMINUM WALL PANELING

REMOVE PLYWOOD

WHERE DAMAGED

REMOVE AND STORE

DECORATIVE WOOD

FASCIA

REMOVE PLYWOOD

WHERE DAMAGED

AD101 AD102

CUPOLA

JOB NUMBER

DATE

SCALE

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AS NOTED

AD101

PROTECT EXISTING DUCT WORK

AD101 AD102

CUPOLA

0 5' 10'

0 2' 4' 8'

EXISTING ROOF TO REMAIN, ALL SIDES.

PROTECT SURFACES DURING REPAIR WORK

AutoCAD SHX Text Lic. No. 28879

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J. ERIC PETERSON

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REMOVE EXISTING INSULATION

REMOVE ALL INTERIOR AND EXTERIOR CUPOLA SEALANT JOINTS

(ROOFING, SIDING AND WINDOW)

REMOVE AND STORE WOOD PANELING/TRIM. REPLACE IF

DAMAGED

REMOVE EXISTING DRYWALL

REMOVE EXISTING WINDOWS AND FLASHINGS

REMOVE AND STORE EXISTING ALUMINUM PANELING

AND ACCESSORIES

REMOVE AND STORE ROOFING ACCESSORIES AS

NEEDED TO REMOVE ALUMINUM PANELING

SCALE: 3"=1'-0"

DEMOLITION DETAL

AT CUPOLA1

AD101 AD102 SCALE: 3"=1'-0"

DEMOLITION DETAIL

AT CUPOLA 2

AD101 AD102

REMOVE EXISTING INSULATION

REMOVE AND STORE DECORATIVE WOOD FASCIA,

REPLACE IF DAMAGED

REMOVE ALL INTERIOR AND EXTERIOR CUPOLA SEALANT JOINTS

(ROOFING, SIDING AND WINDOW)

REMOVE AND STORE WOOD PANELING/TRIM. REPLACE IF

DAMAGED

REMOVE EXISTING WINDOWS AND FLASHINGS

REMOVE AND STORE EXISTING ALUMINUM PANELING

AND ACCESSORIES

REMOVE AND STORE ROOFING ACCESSORIES AS

NEEDED TO REMOVE ALUMINUM PANELING

REMOVE AND STORE DECORATIVE WOOD FASCIA,

REPLACE IF DAMAGED

REMOVE EXISTING DRYWALL

REMOVE EXISTING INSULATION

CONTRACTOR TO FIELD VERIFY AS-BUILT CONDITIONS

AND DIMENSIONS WITHIN ATTIC SPACE

CONTRACTOR TO FIELD VERIFY AS-BUILT CONDITIONS

AND DIMENSIONS WITHIN ATTIC SPACE

REMOVE EXISTING WEATHER BARRIER

JOB NUMBER

DATE

SCALE

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AS NOTED

AD102

DEMOLITION NOTES:

- APPLY PROTECTION TO ALL SURROUNDING SURFACES AND ITEMS THAT

WILL NOT BE REMOVED DURING DEMOLITION AND REPAIR WORK.

- REMOVE EXISTING DRYWALL ON ALL SLOPED CEILING SURFACES AND

WALLS ABOVE THE SLOPED CEILING AREA.

- REMOVE ALL KRAFT FACED BATT INSULATION, BEGINNING AT THE

INTERFACE WITH THE HORIZONTAL BATT CEILING INSULATION.

- REMOVE ANY DAMAGED FRAMING WITHIN THE CEILING/WALL SYSTEM IF

PRESENT.

- REMOVE AND STORE WOOD PANELING/FASCIA. IF DAMAGED, DISPOSE OF

AND REPLACE.

- REMOVE AND STORE LIGHT FIXTURES, CAMERAS, AND ANY OTHER SIMILAR

ITEMS.

- REMOVE ALL ROOFING, SIDING AND WINDOW SEALANT JOINTS.

- REMOVE EXISTING WINDOWS

- REMOVE AND STORE…

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File details come from the government source that posted it. Updated Apr 2, 2024.