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Revision History

William T. Conley (NJ)

24GE04587200

Seal

OCEAN COUNTY ADMINISTRATION BUILDING

HVAC AND ROOFING UPGRADES

101 Hooper Avenue Toms River, NJ 08753

2 LOCATION MAP

N.T.S.1 VICINITY MAP

N.T.S.

PROJECT

LOCATION

24" x 36"

Project

RevDrawing Number

THESE DRAWINGS ARE THE PROPERTY OF DCO ENERGY AND

ITS AFFILIATES AND MAY NOT BE DUPLICATED, USED OR

DISCLOSED WITHOUT WRITTEN CONSENT OF DCO ENERGY.

ALL RIGHTS RESERVED.

Drawing Title

35-468

OCEAN COUNTY ADMINISTRATION

BUILDING HVAC AND ROOFING UPGRADES

CLIENT

101 Hooper Avenue Toms River, NJ 08753

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5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

CONTRACTOR

DCO

ENERGY

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

EOR

DCO

ENGINEERING SERVICES

INDEX OF DRAWINGS

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GENERAL

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ISSUE HISTORY:

T-00 TITLE SHEET

DG-200 DEMOLITION PLAN - BASEMENT

ELECTRICAL

E-00 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

E-100 ELECTRICAL ONELINE - DEMO & NEW WORK

E-200 PARTIAL BASEMENT PLAN - NEW WORK

E-201 PARTIAL ROOF PLAN - NEW WORK

G-200 BASEMENT FLOOR PLAN

G-201 PROPOSED FAN COIL LAYOUT - FIRST FLOOR

G-202

G-203

PROPOSED FAN COIL LAYOUT - SECOND FLOOR

PROPOSED FAN COIL LAYOUT - THIRD FLOOR

G-204 ROOF PLAN

MECHANICAL

DM-300 MECHANICAL DEMOLITION DETAILS

DM-301 MECHANICAL DEMOLITION DETAILS

DM-302 MECHANICAL DEMOLITION DETAILS

DM-303 MECHANICAL DEMOLITION DETAILS

M-00 LEGEND

M-100 NOTES

M-110 DEMO P&ID

M-165 CHW SYSTEM P&ID

M-195 EQUIPMENT SCHEDULES

M-800 MECHANICAL DETAILS

M-900 PIPE SUPPORT DETAILS

STRUCTURAL

S-200 ROOF FRAMING PLAN

E-700 ELECTRICAL PANEL SCHEDULES

DE-200 ELECTRICAL DEMOLITION PARTIAL FLOOR PLANS

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M-200 PROPOSED PIPING PLANS & SECTIONS

M-197 SEQUENCE OF OPERATIONS

ISSUED FOR BID5/27/260

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OCEAN COUNTY COMMISSIONERS

FRANK SADEGHI, DIRECTOR

JENNIFIER BACCHIONE, DEPUTY DIRECTOR

ROBERT S. ARACE, COMMISSIONER

SAM ELLENBOGEN, COMMISSIONER

RAY GORMLEY, COMMISSIONER

G-102 ROOF DETAILS

G-101 ROOF DETAILS

G-100 ROOF RESTORATION PLAN

G-100 GENERAL NOTES

AutoCAD SHX Text Date

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AutoCAD SHX Text Description

AutoCAD SHX Text Name:

AutoCAD SHX Text Date:

AutoCAD SHX Text Signed:

AutoCAD SHX Text License#:

AutoCAD SHX Text I hereby certify that this document was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of New Jersey.

AutoCAD SHX Text Size:

AutoCAD SHX Text Check by:

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GENERAL NOTES

AS NOTED

04/11/26

MA

WC

WC

Revision History

GENERAL PROJECT NOTES:

1. THE CONTRACTORS ARE RESPONSIBLE FOR ALL REQUIREMENTS OUTLINED IN THE I.B.C. CODE, STATE UNIFORM CONSTRUCTION CODE, MUNICIPAL CODES AND ORDINANCES, AND SHALL COMPLY WITH GOVERNING CODE AS ADMINISTERED BY MUNICIPAL BUILDING OFFICIALS AND SHALL BE CONSIDERED AS PART OF THESE CONSTRUCTION DOCUMENTS. WHERE DRAWINGS CONFLICT WITH CODES, CODE

REQUIREMENTS SHALL TAKE PRECEDENCE.

2. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE ORDERING MATERIALS AND PREFABRICATED ITEMS. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE PROPER

EXECUTION AND COMPLETION OF THE WORK IN ACCORDANCE WITH THESE PLANS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS NEEDED FOR CONSTRUCTION AND COMPLETION

OF PROJECT.

4. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP ALL WORK AREAS AND MATERIALS SECURE AND LOCKED DURING ALL PHASES OF

CONSTRUCTION.

5. THE BUILDING AND SITE SHALL BE KEPT CLEAN AT ALL TIMES. AFTER COMPLETION OF THE WORK THE CONTRACTOR SHALL REMOVE ALL

EXCESS MATERIALS, ALL TRASH AND DEBRIS BY HIS WORK.

6. THESE DRAWINGS ARE NOT INTENDED TO PROVIDE COMPLETE FABRICATION AND INSTALLATION OF ALL WORK DESCRIBED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER'S ENGINEER DURING THE BID PERIOD IF, IN THEIR OPINION, ANY WORK IDENTIFIED ON THE DRAWINGS AND SPECIFCATIONS IS INCOMPLETE WITH THE INFORMATION GIVEN HEREIN. FAILURE TO NOTIFY THE ENGINEER SHALL MEAN THE CONTRACTOR UNDERSTANDS THE DOCUMENTS AND THEIR INTENT, AND ALL ITEMS WILL BE COMPLETE IN

EVERY DETAIL.

7. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SAFETY PRECAUTIONS, NOR FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

8. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS SHOWN HEREIN UNLESS SPECIFICALLY NOTED AS BEING FURNISHED BY OTHERS.

SHOULD THERE BE ANY QUESTIONS CONCERNING RESPONSIBILITY, THEY SHALL BE SETTLED BEFORE BID SUBMISSION AND CONTRACT SIGNING. NO EXTRA CHARGES WILL BE ALLOWED. THE ENGINEER WILL NOT BE RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM

THESE DRAWINGS.

9. THE CONTRACTOR SHALL FULLY ACCOUNT HIMSELF WITH THE EXISTING CONDITIONS AND SHALL HAVE VISITED AND INSPECTED THE JOB SITE AND BE FULLY INFORMED AS TO THE NATURE OF EQUIPMENT AND FACILITIES NEEDED FOR THE PROPER EXECUTION OF THE WORK.

STARTING OF DEMOLITION AND REMOVAL OPERATIONS WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS COMPLIED WITH THESE REQUIREMENTS: ANY LATER CLAIMS FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN, WILL NOT BE

RECOGNIZED.

10. VERIFY ALL EXISTING ELEVATIONS, CONDITIONS AND DIMENSIONS AT THE SITE, AGAINST THE DRAWINGS, AND INFORM THE ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH WORK AND SUBMISSION OF ANY SHOP DRAWINGS.

11. ALL WORK, WHETHER SHOWN OR IMPLIED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED FULLY UNDERSTOOD IN ALL RESPECTS BY THE CONTRACTOR. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY MISINTERPRETATIONS AND/OR CONSEQUENCES

THEREOF, FOR ALL WORK ON ALL DRAWINGS.

12. CONTRACTOR SHALL FOLLOW ACCEPTED TRADE PROCEDURES AND MANUFACTURER'S STANDARDS AND SHALL PRODUCE THE PROJECT IN A GOOD AND WORKMANLIKE MANNER. ALL MATERIALS ARE TO BE NEW, UNLESS OTHERWISE NOTED IN THE DRAWINGS: AND CONTRACTOR SHALL NOT SUBSTITUTE ANY STRUCTURAL GRADE MATERIALS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER.

13. CONTRACTOR SHALL SCHEDULE ALL WORK TO CONFORM TO THE GENERAL CONSTRUCTION SCHEDULE AND SHALL COOPERATE WITH OTHER CONTRACTORS IN THE REQUIRED SEQUENTIAL INSTALLATION SCHEDULE AS APPROVED BY THE ENGINEER ALL WORK SHALL

COMMENCE AND CONTINUE UNTIL COMPLETION WITHOUT UNDUE DELAY.

14. THE CONTRACTORS SHALL LEAVE THE PREMISES IN A NEAT, CLEAN AND SAFE CONDITION AT THE COMPLETION OF WORK EACH DAY.

15. ALL CONDITIONS WHICH OCCUR AND WHICH ARE NOT IN CONFORMANCE WITH THESE SPECIFICATIONS AND ADJACENT DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER FOR PROMPT RESOLUTION. FAILURE TO DO SUCH SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

16. NO MATERIAL SUBSTITUTIONS SHALL BE MADE. THE ENGINEER WILL CONSIDER MATERIAL CHANGE REQUESTS ON AN INDIVIDUAL BASIS.

CONTRACTOR SHALL SUBMIT SAMPLES AND CUTS FOR WRITTEN APPROVAL BY THE ENGINEER PRIOR TO THE START OF ANY WORK.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WORK AND ESTABLISHING SCHEDULES FOR ALL TRADES. HE SHALL AFFORD OTHER SUB-CONTRACTORS REASONABLE OPPORTUNITY FOR THE INTRODUCTION AND STORAGE OF THEIR MATERIALS AND

EQUIPMENT AND THE EXECUTION OF THEIR WORK.

18. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURER, UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS.

19. EACH SUBTRADE WILL BE RESPONSIBLE FOR REVIEWING THE ENTIRE SET OF DRAWINGS AND NOTING HIS WORK AS APPLICABLE. WORK INDICATED OR INFERRED ON THE DRAWINGS WILL BE DEEMED AND INCLUDED IN SUB-CONTRACTOR'S COSTS.

20. THE CONTRACTOR SHALL SUBMIT, IN WRITING, ALL PROPOSALS FOR ADDITIONAL WORK TO THE A/E'S OFFICE FOR REVIEW AND APPROVAL.

NO WORK IS TO PROCEED UNTIL A SIGNED PROPOSAL IS RETURNED TO THE GENERAL CONTRACTOR.

21. PERMITS: THE CONTRACTOR WILL SECURE REQUIRED BUILDING PERMITS PRIOR TO START OF WORK. INDIVIDUAL SUBCONTRACTORS ARE

TO SECURE NECESSARY PERMITS PRIOR TO START OF THEIR RESPECTIVE WORK.

22. TEMPORARY PROTECTION: PARTICULAR ATTENTION SHALL BE GIVEN TO THE PROTECTION OF EXISTING STRUCTURE AND FINISHES SO AS TO PREVENT ANY DAMAGE OF EXISTING FINISHES NOT DESIGNATED FOR DEMOLITION. PROVIDE ALL NECESSARY, TEMPORARY CONSTRUCTION AND DUSTPROOF PROTECTION. PROTECTIONS SHALL BE IN COMPLIANCE WITH BUILDING STANDARDS. TYPE AND LOCATION OF PROTECTION SHALL BE REVIEWED WITH OWNER'S CONSTRUCTION REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS UNTIL THE BUILDING IS COMPLETED.

23. PROVIDE FULL AND COMPLETE PROTECTION REQUIRED FOR ALL AREAS REMAINING OPERATIONAL DURING ALL PHASES OF THIS PROJECT.

CONTRACTOR TO TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO ANY ADJACENT PROPERTY AND/OR PERSONS.; THE CONTRACTOR SHALL REPAIR AND PATCH ANY AREAS THAT ARE ALTERED OR DAMAGED DURING PROCESS OF ALTERATION.

24. ANY EXISTING WORK DAMAGED BY THE CONTRACTOR OR SUB-CONTRACTORS SHALL BE RETURNED TO ITS ORIGINAL CONDITION AT THE

CONCLUSION OF THE PROJECT, AT NO ADDITIONAL COST TO THE OWNER.

25. IT IS THE RESPONSIBILITY OF THE CONTRACTOR & IT'S SUB-CONTRACTORS TO KEEP THE BUILDING WEATHERTIGHT AND MAINTAIN ALL BARRICADES, SHORING, BRACING AND OTHER SAFETY MEASURES REQUIRED TO PROTECT THE BUILDING, WORKMEN AND THE PUBLIC.

26. CLEAN-UP: ALL MATERIALS DEMOLISHED, EXCEPT AS INDICATED ON THE DRAWINGS TO BE SALVAGED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF, OFF THE SITE WITH SUCH DILIGENCE AS TO CAUSE NO INTERFERENCE WITH SUBSEQUENT BUILDING OPERATIONS, USE OF BUILDING BY OCCUPANTS OR ANY UNSIGHTLY ACCUMULATION OF DEBRIS CONSTRUCTION

DEBRIS SHALL BE REMOVED DAILY.

27. UPON COMPLETION OF ALL DEMOLITION AND REMOVAL WORK, REMOVE ALL TOOLS AND APPARATUS FROM THE PREMISES. REMOVE FROM THE AREA OF WORK ALL DEMOLISHED MATERIAL NOT DESIGNATED FOR RE-USE. REMOVE ALL TEMPORARY SHORING, BRACING, LINTELS PROTECTION, ETC., AS DIRECTED. LEAVE THE AREA OF WORK, BROOM-CLEAN, NEAT AND ORDERLY, TO THE SATISFACTION OF THE OWNER. STORAGE OF MATERIALS SHALL NOT INTERFERE WITH THE MEANS OF EGRESS OF THE EXISTING CORRIDOR SPACES.

28. SHOPS DRAWINGS: THE CONTRACTOR SHALL CHECK AND VERIFY ALL FIELD MEASUREMENTS AND SUBMIT, WITH PROMPTNESS, SHOP DRAWINGS, SAMPLES, MANUALS AND SCHEDULES REQUIRED FOR APPROVAL. THE /ENGINEER'S APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS AT THE TIME OF SUBMISSION, NOR SHALL IT RELIEVE HIM FROM RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS. THIS SHALL BE DONE PRIOR TO FABRICATION AND REVIEWED BY THE ENGINEER.

29. WHEN REQUIRED BY THE ENGINEER, SHOP DRAWINGS OF FABRICATED WORK SHALL BE SUBMITTED. IF CORRECTIONS ARE REQUIRED, THIS

PROCEDURE SHALL BE FOLLOWED FOR SUBSEQUENT SUBMISSIONS UNTIL FINAL APPROVAL.

30. ALL SUBCONTRACTOR'S SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL, THROUGH THE CONTRACTOR, PRIOR TO WORK BEING PERFORMED, UNLESS OTHERWISE NOTED. THE SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND VISIBLY INDICATED AS SUCH ON THE DRAWINGS, PRIOR TO SUBMISSION FOR THE ENGINEER'S REVIEW.

31. APPROVALS: THE ENGINEER WILL REVIEW SUBMITTAL WITH REASONABLE PROMPTNESS, SO AS TO CAUSE NO DELAY, BUT ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.

32. NO PORTION OF THE WORK REQUIRING A SUBMISSION SHALL BE COMMENCED BY THE CONTRACTOR, UNTIL THE SUBMISSION HAS BEEN

REVIEWED AND NOTED BY THE ENGINEER.

33. ALL COLOR SELECTIONS SHALL BE MADE AND COORDINATED THROUGH THE OFFICE OF THE ENGINEER, EXCEPT AS OTHERWISE DIRECTED BY THE OWNER. COLORS: UNLESS THE PRECISE COLOR AND PATTERN IS SPECIFICALLY DESCRIBED IN THE CONTRACT DOCUMENTS, WHENEVER A CHOICE OF COLOR OR PATTERN IS AVAILABLE IN A SPECIFIED PRODUCT, SUBMIT ACCURATE COLOR CHARTS AND PATTERN

CHARTS TO THE ENGINEER FOR HIS REVIEW AND SELECTION.

34. THE CONTRACTOR SHALL SUBMIT FINAL "AS BUILT" DRAWINGS - SIX (6) PRINTS OF EACH TRADE AS PART OF THE CONTRACT.

35. THE CONTRACTOR SHALL SUBMIT THE SAMPLES IN SUFFICIENT TIME TO PERMIT CHECKING, RESUBMISSION, RECHECKING, APPROVAL FABRICATION AND DELIVERY. FAILURE TO DO SO WILL NOT JUSTIFY A DELAY IN THE TIME OF COMPLETION OF WORK.

36. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SECTIONS UNLESS OTHERWISE NOTED.

GENERAL PROJECT NOTES (CONT'D):

37. WHEN CERTAIN ITEMS OF EQUIPMENT AND OTHER WORK ARE INDICATED AS "NIC" (NOT IN CONTRACT) OR TO BE FURNISHED AND INSTALLED UNDER OTHER CONTRACTS, ANY REQUIREMENTS FOR PREPARATION OF OPENINGS, PROVISION OF BACKING, ETC. FOR RECEIPT OF SUCH "NIC" WORK, SHALL BE PROVIDED TO THE CONTRACTOR, WHO SHALL PROPERLY FORM AND OTHERWISE PREPARE

HIS WORK IN A SATISFACTORY MANNER TO RECEIVE SUCH "NIC" WORK.

38. UPON WRITTEN REQUEST OF CONTRACTOR, THE OWNER WILL FURNISH TO THE CONTRACTOR A SCHEDULE INDICATING DELIVERY DATES AND INSTALLATION REQUIREMENTS OF EQUIPMENT TO BE FURNISHED AND INSTALLED UNDER SEPARATE CONTRACTS.

39. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THE BUILDING AREAS ARE MADE READY TO RECEIVE AND INSTALL THE OWNER'S EQUIPMENT, IN ACCORDANCE WITH THE DELIVERY SCHEDULE AND SPECIFIC REQUIREMENTS FURNISHED. FAILURE TO MEET THE SCHEDULE ON ITEMS OF THE OWNER-FURNISHED EQUIPMENT WILL BE CONSIDERED AS IMPORTANT TO THE COMPLETION

SCHEDULE AS ANY OTHER PART OF THE WORK.

40. ALL OPENINGS IN PARTITIONS OR BLOCK WALLS INCLUDING, BUT NOT LIMITED TO, DUCTWORK, PENETRATIONS, DOOR OPENINGS, ETC. SHALL BE SUPPORTED BY STEEL LINTEL UNLESS OTHERWISE INDICATED. CONTRACTOR IS TO FURNISH AND INSTALL ALL ANGLES, STRUTS, BRACKETS, TOGGLES, EYE BOLTS, ETC. WHEREVER NECESSARY TO PROPERLY SUPPORT, BRACE OR REINFORCE ALL FINISHES, FRAMES, EQUIPMENT, ETC.

41. ALL BLOCK AND ADJACENT RATED WALL CONSTRUCTION SHALL MEET THE FIRE RESISTIVE RATINGS AND OTHER REQUIREMENTS OF BUILDING CODE AND REGULATIONS, LOCAL LAWS, ORDINANCES, REGULATIONS AND AUTHORITIES HAVING JURISDICTION.

42. ALL CUTTING AND PATCHING OF OPENINGS SHALL BE POINTED UP, AND SURFACE REPAIRED FOR AN AIRTIGHT SEAL.

43. ALL EXISTING WALL FINISHES OR EQUIPMENT, ETC. WHICH ARE DISTURBED DURING CONSTRUCTION AND PROVE NOT TO BE NECESSARY AND NOT BE SPECIFICALLY INDICATED "TO REMAIN", SHALL BE REMOVED, PATCHED, REPAIRED OR COVERED. EITHER AS INDICATED ON THE PLANS OR TO CREATE A FLUSH, UNIFORM SURFACE HAVING THE INTEGRITY OF SUCH.

44. ALIGNMENT OF NEW CONSTRUCTION TO EXISTING WALLS AND COLUMNS SHALL HAVE BE DONE IN A MANNER AS TO VISIBLY ELIMINATE THE POINT OF CONTACT OR JOINT OF NEW AND EXISTING MATERIALS. NEW CONSTRUCTION SHALL BE FLUSHED WITH EXISTING.

45. ALL WOOD PRODUCTS, FURRING STRIPS, BLOCKING ETC., SHALL BE FIRE RATED, IN ACCORDANCE WITH APPLICABLE STATE, CITY AND

LOCAL BUILDING CODES.

46. THE CONTRACTOR SHALL PATCH ALL CUTTING BY MECHANICAL AND ELECTRICAL TRADES AND ALL ADDITIONAL CUTTING BY OTHERS.

COORDINATE THE WORK PRIOR TO THESE TRADES PROCEEDING. NO EXTRAS WILL BE ALLOWED. DUE TO FAILURE TO COORDINATE SUCH, OR PROCEEDING WITH WORK THAT COULD HAVE BEEN AVOID WITH SUCH/PROPER PLANNING. REQUIRED.

47. NEW WORK IS TO MEET OR EXCEED THE APPLICABLE ENERGY CODE, NATIONAL ELECTRIC CODE NEC, NATIONAL STANDARD PLUMBING CODE (NSP), APPLICABLE MECHANICAL CODES, OSHA (WHERE APPLICABLE), AND ALL UL REQUIREMENTS. THE MOST RECENT

PUBLICATION DATE OF ALL AFOREMENTIONED CODES SHALL APPLY.

48. GUARANTEES: ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE, UNLESS SPECIFIED OTHERWISE FOR A LONGER PERIOD OF TIME FOR SPECIFIC ITEMS. EACH SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCIDENTAL THERETO. INCLUDING DAMAGE TO OTHER WORK, FURNISHINGS OR EQUIPMENT IF THE SUB-CONTRACTOR, AFTER NOTICE IN WRITING FROM THE CM AND ENGINEER, FAILS TO PROCEED PROMPTLY TO COMPLY WITH THE TERMS OF THE GUARANTEE. THE CM MAY HAVE THE DEFECTS CORRECTED AND THE SUB-CONTRACTOR WILL BE RESPONSIBLE FOR ALL

EXPENSES INCURRED.

49. A CONTRACTOR MAKING A BID FOR WORK ON THIS PROJECT IS MADE AWARE BY THIS NOTE THAT IT IS THE INTENT OF THE OWNER TO HAVE A COMPLETELY INSTALLED JOB BY A SINGLE PRIME CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL EQUIPMENT AND MATERIALS / PRODUCTS SHOWN AND / OR DETAILED ON ANY PROJECT DRAWINGS OR SPECIFICATIONS UNLESS SPECIFICALLY IDENTIFIED ELSEWHERE AS WORK BEING FURNISHED BY OTHERS. WHERE EQUIPMENT REQUIRING WIRING IS SPECIFIED OR SHOWN ON SHOP DRAWINGS SUBMITTED LATER, THE CONTRACTOR CAN AND SHALL REQUEST DIRECTION REGARDING CIRCUIT SIZING PROTECTION AND ROUTING WHERE NECESSARY BUT SHALL UNDERSTAND ALL NECESSARY WORK TO COMPLETE THE INSTALLATION SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER OF THE PROJECT.

ACCEPTANCE OF BID WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS COMPLIED WITH ALL REQUIREMENTS STATED

ABOVE.

50. ALL EXISTING ROOF DRAINS TO BE SNAKED OUT AND TO BE FREE FLOWING. GC TO INSPECT AND PERFORM A WATER TEST AS PER

SPECIFICATIONS.

GENERAL ROOF RESTORATION NOTES (REFER TO PLANS FOR SPECIFIC SCOPE OF WORK):

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ACCESS TO WORK AREAS AS REQUIRED, IN COMPLIANCE WITH ALL CODE, AND OSHA SAFETY REQUIREMENTS. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO, SUPPORTED SCAFFOLDS, SUSPENDED PLATFORMS, LIFTS, PLATFORMS, LADDERS, STAIRS, RAILINGS, ETC.

2. ROOF AREAS PROVIDED ON THE DRAWINGS ARE APPROXIMATE AND ARE PROVIDED FOR CONTRACTORS REFERENCE ONLY. THE BIDDER/CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL ROOF AREAS INDICATED PRIOR TO SUBMITTING THEIR BID. ROOF PLANS

PROVIDED SHALL NOT BE SCALED, REGARDLESS OF ANY SCALE PROVIDED.

3. ALL WORKERS ARE TO WEAR SAFETY EQUIPMENT AND FALL PROTECTION AS REQUIRED BY OSHA AND ALL APPLICABLE CODES

4. CONTRACTOR TO PROVIDE ACCESS TO WORK AREAS FROM EXTERIOR OF BUILDING WHENEVER POSSIBLE.

5. CONTRACTOR TO COORDINATE WITH OWNER'S CONSTRUCTION MANAGER FOR ACCESS TO BUILDING.

6. CONTRACTOR TO COORDINATE STORAGE AND STAGING AREAS WITH OWNER'S CONSTRUCTION MANAGER.

7. THE CONTRACTOR SHALL MAINTAIN ALL BARRICADES, SHORING, BRACING AND OTHER SAFETY MEASURES TO PROTECT THE BUILDING, WORKMEN AND THE PUBLIC.

8. THE CONTRACTOR SHALL FULLY FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND SHALL HAVE VISITED AND INSPECTED THE JOB SITE AND BE FULLY INFORMED AS TO THE NATURE OF EQUIPMENT AND FACILITIES NEEDED FOR THE PROPER EXECUTION OF THE WORK. STARTING OF DEMOLITION AND REMOVAL OPERATIONS WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS COMPLIED WITH THESE REQUIREMENTS ANY LATER CLAIMS FOR DIFFICULTIES ENCOUNTERED. WHICH COULD HAVE BEEN FORESEEN, WILL NOT BE CONSIDERED.

9. CONSTRUCTION OPERATIONS WILL NOT BLOCK MEANS OF EGRESS FOR BUILDING OCCUPANTS FROM VARIOUS AREAS OF THE BUILDING.

10. CONSTRUCTION OPERATIONS WILL NOT INVOLVE THE INTERRUPTION OF LIFE SAFETY OR FIRE SAFETY SERVICES TO THE BUILDING UNLESS PROPER NOTIFICATION IS MADE TO THE OWNER AND ALL LOCAL GOVERNING AUTHORITIES.

11. THE CONTRACTOR SHALL COORDINATE ALL DUMPSTER STAGING AND TRUCK ROUTES WITH THE OWNER'S CONSTRUCTION MANAGER.

12. THE CONTRACTOR SHALL PROTECT ALL EXISTING PAVED AND PLANTED AREAS. THE CONTRACTOR SHALL REPAIR ANY PAVED OR PLANTED AREAS DAMAGED DURING CONSTRUCTION. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE OWNER. THE REPAIRS ARE TO INCLUDE, BUT ARE NOT LIMITED TO, REPAVING OF ASHPHALT DRIVEWAYS AND PARKING LOTS, REGRADING AND SEEDING OF

LAWN AND REPLACING DAMAGED PLANTS, SHRUBS, ETC.

13. THE TERM 'SALVAGE' SHALL BE DEFINED AS: THE PROCESS OF THE CONTRACTOR CAREFULLY REMOVING THE MENTIONED ITEM AND STORING IT (IN LOCATION DETERMINED BY OWNER) UNTIL NEEDED FOR THE CONSTRUCTION PHASE. IF THE CLIENT DOES NOT NEED

SAID ITEM CONTRACTOR SHALL DISPOSE OF PROPERLY AT NO ADDITIONAL COST.

14. THE TERM 'PATCH AND REPAIR' SHALL BE DEFINED AS: THE PROCESS OF REPAIRING FLOOR, WALL, OR CEILING SURFACES THAT HAVE BEEN DAMAGED OR ARE ADJACENT TO DEMOLISHED CONSTRUCTION. THE REPAIR SHALL INCLUDE, BUT NOT BE LIMITED TO: FILLING VOIDS SOLID WITH CONCRETE, PREPARING SURFACES FOR NEW FINISH MATERIAL PER MANUFACTURER'S RECOMMENDATIONS, MATCH EXISTING FINISHES AND MATERIALS WHERE NO NEW FINISHES ARE CALLED FOR, CLOSING WALL, FLOOR OR ROOF PENETRATIONS AS

DIRECTED BY THE ENGINEER.

15. ALL TAGGED DETAILS ARE TYPICAL FOR THE ITEM OR SYSTEM INDICATED. THE SCOPE OF WORK INDICATED AS PART OF THE TAG OR

DETAIL MARK SHALL APPLY TO ALL OTHER SIMILAR SYMBOLS OR ITEMS.

16. THE TERM "TYP." OR “TYPICAL” FOLLOWING A NOTE, TAG, OR DETAIL FLAG INDICATES THAT ALL LIKE, SIMILAR, OR INDICATED ITEMS

SHALL BE PROVIDED WITH THE SPECIFIED DETAIL, NOTE, OR SPECIFICATION.

17. ALL ITEMS ARE CONSIDERED TO BE NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING.

18. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO SQUARE FOOTAGES, LOCATIONS, QUANTITIES AND SIZES OF ALL ROOF TOP EQUIPMENT, VENT STACKS, SKYLIGHTS, GUTTERS, CONDUCTORS, DOWNSPOUTS, ETC.

PRIOR TO BIDDING. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.

19. COMPLY WITH ALL APPLICABLE SMACNA DETAILS AND RECOMMENDATIONS.

20. ALL EXISTING ROOFING MATERIAL, FLASHING & COUNTER-FLASHING, ROOF RELIEF VENTS, MISC. WOOD BLOCKING, TERMINATION BARS, ETC., SHALL BE REMOVED IN THEIR ENTIRETY TO THE STRUCTURAL ROOF DECK TYPICAL FOR ALL NOTE NEW ROOF AREAS.

21. ALL ROOFS TO BE PITCHED 1/4" PER FOOT UNLESS NOTED OTHERWISE.

22. ALL BLOCKING TO BE FIRE RETARDANT WOOD BLOCKING, TYP. BLOCKING SHOWN ON DETAILS IS DIAGRAMMATIC. CONTRACTOR TO PROVIDE ALL BLOCKING AS NEEDED TO ACHIEVE REQUIRED MINIMUM HEIGHTS AND AS REQUIRED BY MANUFACTURER'S DETAILS.

23. ALL EXISTING WALL PENETRATIONS ARE TO BE PROPERLY FLASHED AND COUNTER FLASHED AS PER THE MANUFACTURER'S

RECOMMENDATIONS.

24. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE CAULKED. WHERE REQUIRED PROVIDE CLOSED CELL BACKER ROD AND CAULK.

WHERE DISSIMILAR MATERIALS COME INTO DIRECT CONTACT WITH EACH OTHER, PROVIDE A BOND BREAK.

25. ONCE ROOFING IS REMOVED CONTRACTOR SHALL INSPECT ROOF DECK AND NOTE ALL AREAS THAT REQUIRE REPAIR OR REPLACEMENT, UNLESS NOTED ON DRAWINGS AND/OR INFRARED SCANS AS BEING REQUIRED TO BE REPLACED. VERIFY WITH

ENGINEER PRIOR TO ANY WORK FOR SCOPE AND QUANTITY.

26. ALL UTILITY DISCONNECTS SHALL BE COORDINATED WITH THE OWNER AND UTILITY PROVIDER. THE CONTRACTOR SHALL NOTIFY THE

OWNER OF ANY REQUIRED DISCONNECT NO LESS THAN 72 HOURS IN ADVANCE.

27. THE REINSTALLATION OF EXISTING EQUIPMENT AND MISC. ACCESSORIES SHALL BE COORDINATED AS TO MINIMIZE THE POSSIBILITY OF DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. ALL REINSTALLED EQUIPMENT SHALL BE TESTED AFTER REINSTALLATION TO ENSURE

PROPER OPERATION.

28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY REPAIRS, MODIFICATIONS, ETC., IN ORDER TO REINSTALL ALL EQUIPMENT, VENTS, AIR-HANDLING UNITS, EXHAUST FANS, ETC. IN A WATERTIGHT CONDITION. TEST ALL EQUIPMENT PRIOR TO

SUBSTANTIAL COMPLETION TO VERIFY WATERTIGHT CONDITIONS EXIST.

29. ALL EQUIPMENT DISCONNECTS AND RECONNECTS OF MECHANICAL, PLUMBING, GAS, ELECTRICAL, AND REFRIGERANT SYSTEMS SHALL BE COMPLETED BY A TRADE CRAFTSMAN LICENSED IN THE RESPECTIVE TRADE AND IN ACCORDANCE WITH ALL APPLICABLE CODE AND

REGULATORY REQUIREMENTS.

30. ALL LOOSE LAID CABLES ARE TO BE BUNDLED AND TIED TO EXISTING ELECTRICAL CONDUIT RACEWAY. CONTRACTOR TO COORDINATE W/ OWNER AS TO WHETHER CABLES/WIRING ARE ACTIVE OR INACTIVE. IF CABLES/WIRING ARE INACTIVE CONTRACTOR SHALL

REMOVE CABLES/WIRING BACK TO NEAREST SOURCE PANEL. TYP.

31. CONTRACTOR TO PROVIDE NEW NAILERS AND BLOCKING. VERIFY HEIGHT REQUIRED.

32. ALL EXISTING ROOF DRAINS TO BE SNAKED OUT AND FREE FLOWING. CONTRACTOR SHALL INSPECT AND PERFORM A WATER TEST AS

PER SPECS. CONTRACTOR TO PROVIDE AND INSTALL NEW STRAINERS

33. AT COMPLETION OF JOB, CONTRACTOR SHALL LEAVE THE AREA DUST FREE AND CLEAN.

24" x 36"

Project

RevDrawing Number

THESE DRAWINGS ARE THE PROPERTY OF DCO ENERGY AND

ITS AFFILIATES AND MAY NOT BE DUPLICATED, USED OR

DISCLOSED WITHOUT WRITTEN CONSENT OF DCO ENERGY.

ALL RIGHTS RESERVED.

Drawing Title

35-468

OCEAN COUNTY ADMINISTRATION

BUILDING HVAC AND ROOFING UPGRADES

CLIENT

101 Hooper Avenue Toms River, NJ 08753

RE

SE

RV

ED

A

RE

A

FO

R N

JD

CA

AP

PR

O

VA

L

ST

AM

P

AR

EA

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

CONTRACTOR

DCO

ENERGY

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

EOR

DCO

ENGINEERING SERVICES

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Description

AutoCAD SHX Text

ISSUED FOR BID

AutoCAD SHX Text 05/27/26

AutoCAD SHX Text

AutoCAD SHX Text Size:

AutoCAD SHX Text Check by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Proj.#:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Appv'd by:

A

2 3 4 5 6 7 8

B

C

D

D3

E

(E)DRY COOLERS

(N)CHILLER ON STEEL DUNNAGE

REFER TO MECHANICAL/STRUCTURAL DRAWINGS

UPPER ROOF

(E)ROOF DRAIN (TYP)

UPPER ROOF

UPPER ROOF

SEE NOTE 3

G-100

PROPOSED

OVERALL ROOF RESTORATION PLAN

AS NOTED

12/20/24

AIL

MA

WC

Revision History

24" x 36"

Project

RevDrawing Number

THESE DRAWINGS ARE THE PROPERTY OF DCO ENERGY AND

ITS AFFILIATES AND MAY NOT BE DUPLICATED, USED OR

DISCLOSED WITHOUT WRITTEN CONSENT OF DCO ENERGY.

ALL RIGHTS RESERVED.

Drawing Title

35-468

OCEAN COUNTY ADMINISTRATION

BUILDING HVAC AND ROOFING UPGRADES

CLIENT

101 Hooper Avenue Toms River, NJ 08753

RE

SE

RV

ED

A

RE

A

FO

R N

JD

CA

AP

PR

O

VA

L

ST

AM

P

AR

EA

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

CONTRACTOR

DCO

ENERGY

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

EOR

DCO

ENGINEERING SERVICES

0' 2' 4' 8'

SCALE BAR: 3/16" = 1'-0"

1 ROOF PLAN

SCALE: 3/16" = 1'-0"

N

BUILDING

NORTH

TRUE

NORTH

NOTES:

1. ALL ROOF AREAS SHOWN ARE TO RECEIVE NEW TPO OVERLAY

(RECOVER APPLICATION.

2. REFER TO SPECIFICATION SECTION 075423 AND SHEETS G-101 AND

G-102 FOR ADDITIONAL INFORMATION.

3. PREVIOUSLY IDENTIFIED AREAS OF WET INSULATION. ROOFING

CONTRACTOR SHALL PERFORM INFRARED SCAN/SURVEY TO IDENTIFY

ALL AREAS OF WET INSULATION TO BE REMOVED AND REPLACED, IN

ACCORDANCE WITH THE SPECIFICATIONS. REPLACE ONE FOOT

ADDITIONAL AREA BEYOND IDENTIFIED AREAS TO ENSURE NO

FURTHER MOISTURE HAS EXTENDED BEYOND THE AREAS IDENTIFIED.

PROVIDE UNIT PRICE FOR AND ADD OR DEDUCT OF 1SF OF WET

INSULATION REPAIR/REPLACEMENT.

4. BASE BID PRICE ASSUMES ALL DRAIN BOWL REPLACEMENT. THIS

WORK SHALL BE PERFORMED ON A UNIT PRICE BASIS ONLY AFTER

DETERMINATION BY ENGINEER THAT THE DRAIN BOWL IS DAMAGED.

CONTRACTOR SHALL INSPECT EACH DRAIN BOWL AND ADVISE

ENGINEER OF CONDITION.

ISSUED FOR BID05/27/260

EXISITING ROOF DRAIN

DAMAGED ROOF AREA TO BE REPLACED

APPROXIMATE ROOF AREAS:

1. BASE SCOPE (ROOF RESTORATION/OVERLAY): 10,700 SF

2. BASE SCOPE (WET INSULATION REPAIR): 350 SF

3. BASE SCOPE - ROOF DRAIN BOWL REPALCEMENT QTY: 13

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Description

AutoCAD SHX Text Size:

AutoCAD SHX Text Check by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Proj.#:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Appv'd by:

TPO COATED METAL BASE FLASHING BUTT JOINT12

EXPANSION JOINT CURB13 PITCH POCKET DETAIL14 CURB FLASHING DETAIL15

HIGH TEMPERATURE PIPE FLASHING19

TWO - PIECE PIPE FLASHING18PREFABRICATED VENT PIPE FLASHING17CURB FLASHING DETAIL16

END LAP DETAIL20 CURB FLASHING USING TPO METAL21 EXPOSED SLEEPER22

1. ALL DETAILS ARE TO SHOW INTENT.

GENERAL NOTES:

COATED METAL ROOF EDGE DETAIL01

2. PRIME ALL METAL SURFACES BEFORE INSTALLATION

FOLLOW ALL MANUFACTURES REQUIREMENTS FOR

PROPER INSTALLATION.

SHOP FABRICATED EDGE w/EXTENDER02 SHOP-FABRICATED ROOF EDGE03 ROOF TO ROOF TRANSTION04

WALL EXPANSION JOINT FLASHING08WALL FLASHING07

REGLET METAL COUNTERFLASHING06PARAPET WALL FLASHING05

HIGH PARAPET WALL FLASHING09 PARAPET WALL FLASHING10 DRAIN DETAIL11

FIELD CONDITIONS SHALL DETERMINE IF DETAIL NEEDS TO BE

MODIFY FOR INSTALLATION.

FIXED EQUIPMENT SUPPORT24

3. AT THE DISCRETION OF THE OWNER, ALL UNUSED ROOF

PENETRATIONS SHALL BE

FIELD PATCHED IN-KIND WITH NEW INSULATION AND ROOF

MEMBRANE.

G-101

ROOF TPO DETAILS

AS NOTED

05/20/26

AIL

WC

WC

Revision History

24" x 36"

Project

RevDrawing Number

THESE DRAWINGS ARE THE PROPERTY OF DCO ENERGY AND

ITS AFFILIATES AND MAY NOT BE DUPLICATED, USED OR

DISCLOSED WITHOUT WRITTEN CONSENT OF DCO ENERGY.

ALL RIGHTS RESERVED.

Drawing Title

35-468

OCEAN COUNTY ADMINISTRATION

BUILDING HVAC AND ROOFING UPGRADES

CLIENT

101 Hooper Avenue Toms River, NJ 08753

RE

SE

RV

ED

A

RE

A

FO

R N

JD

CA

AP

PR

O

VA

L

ST

AM

P

AR

EA

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

CONTRACTOR

DCO

ENERGY

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

EOR

DCO

ENGINEERING SERVICES

AutoCAD SHX Text

MIN 1 1/2"

AutoCAD SHX Text

2" MAX

AutoCAD SHX Text

WELD

AutoCAD SHX Text

TPO MEMBRANE 6" STRIP

AutoCAD SHX Text

2" MAX. FOIL TAPE COVERING

AutoCAD SHX Text

ENTIRE LENGTH OF METAL JOINT

AutoCAD SHX Text

TPO COATED METAL

AutoCAD SHX Text

EXTEND 6" STRIP

AutoCAD SHX Text

OF TPA METAL

AutoCAD SHX Text

1/8" MIN.

AutoCAD SHX Text

1/4" MAX.

AutoCAD SHX Text 4"

AutoCAD SHX Text

BEYOND EDGE

AutoCAD SHX Text A

AutoCAD SHX Text

TURN ENDS DOWN 45 ANGLE

AutoCAD SHX Text

%%U SECTION A-A

AutoCAD SHX Text

OVER EXPANSION JOINT

AutoCAD SHX Text

TPO MEMBRANE

AutoCAD SHX Text

TPO FB MEMBRANE

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

ROOF INSULATION

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

FULLY ADHERED

AutoCAD SHX Text

TPO PLATES & SCREWS

AutoCAD SHX Text

COMPRESSIBLE INSULATION

AutoCAD SHX Text

FLEXIBLE MEMBRANE DRAPED

AutoCAD SHX Text

FASTEN AT 18" O.C. WITH

AutoCAD SHX Text

NEOPRENE GASKETED FASTENERS

AutoCAD SHX Text

TREATED WOOD BLOCKING

AutoCAD SHX Text

INSULATION RETAINER

AutoCAD SHX Text

TO HOLD INORGANIC

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text 1"

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

2. ALLOW 2" MINIMUM CLEARANCE AROUND THE PROJECTION.

AutoCAD SHX Text

1. USE TPO COATED METAL TO FORM PITCH PAN.

AutoCAD SHX Text

3. TPO PREFABRICATED CORNERS MUST BE USED AT ALL 4 CORNERS

AutoCAD SHX Text

4" FLANGE WITH

AutoCAD SHX Text

TPO MEMBR.

AutoCAD SHX Text

HEMMED EDGE

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

TPO PREFAB CORNER

AutoCAD SHX Text

TPO COATED METAL

AutoCAD SHX Text

NON-SHRINK GROUT

AutoCAD SHX Text

SPECIFIED SEALANT

AutoCAD SHX Text

AND DRAWBAND

AutoCAD SHX Text

PITCH PAN SEALANT

AutoCAD SHX Text

METAL HOOD

AutoCAD SHX Text %%uNOTES:

AutoCAD SHX Text

HEAT WELDED

AutoCAD SHX Text

FASTENED 4" O.C.

AutoCAD SHX Text

SPECIFIED SEALANT TOOLED NEATLY

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

SPECIFIED BONDING ADHESIVE

AutoCAD SHX Text

TF TAPE

AutoCAD SHX Text

TERMINATION BAR FASTENED 8" O.C.

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

TPO FLASHING MEMBRANE

AutoCAD SHX Text

FULLY ADHERED TO SUBSTRATE

AutoCAD SHX Text

TPO MEMBRANE

AutoCAD SHX Text

METAL CURB COUNTERFLASHING

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

1. ALL FLASHING SHALL BE A MINIMUM OF 8" HIGH.

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

FASTENERS

AutoCAD SHX Text

TPO FLASHING MEMBRANE

AutoCAD SHX Text

FOLD FLASHING OVER CURB AND

AutoCAD SHX Text

FASTEN 8" O.C. WITH SPECIFIED

AutoCAD SHX Text

TPO UNIVERSAL CORNER

AutoCAD SHX Text NOTES: 1. USE THIS DETAIL WHEN COUNTERFLASHING IS PART OF THE CURB MOUNTED EQUIPMENT. 2. USE THE SPECIFIED FASTENERS AND PLATE AROUND THE CURB PER WRITTEN SPECIFICATIONS

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

VENT STACK

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

TPO APPROVED SEALANT

AutoCAD SHX Text

STAINLESS STEEL CLAMP

AutoCAD SHX Text

TPO ONE PIECE BOOT

AutoCAD SHX Text NOTES: 1. DO NOT CUT PREFABRICATED BOOT. IT MUST BE PULLED OVER VENT PIPE. 2. PREFABRICATED BOOTS ARE AVAILABLE IN SMALL & LARGE SIZES, AND MUST BE USED WHENEVER POSSIBLE TO FLASH PIPES 1" TO 8" IN DIAMETER.

AutoCAD SHX Text

SPECIFIED ROOF DECK

AutoCAD SHX Text

NOTES: 1. THIS DETAIL TO BE USED WHEN TEMPERATURE OF STACK EXCEEDS 140°F.

AutoCAD SHX Text

SPECIFIED ROOF DECK

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

TPO BONDING ADHESIVE

AutoCAD SHX Text

TPO UNREINFORCED

AutoCAD SHX Text

STAINLESS STEEL CLAMP

AutoCAD SHX Text

TREMSEAL SEALANT

AutoCAD SHX Text

SPECIFIED TPO MEMBRANE

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

PIPE SUPPORT

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

SPECIFIED ROOF DECK

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

TPO BONDING ADHESIVE

AutoCAD SHX Text

MEMBRANE

AutoCAD SHX Text

SPECIFIED TPO

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

TPO MEMBRANE

AutoCAD SHX Text

22 GA. GALV. PAN

AutoCAD SHX Text

STAINLESS STEEL CLAMP

AutoCAD SHX Text

HIGH TEMP SEALANT

AutoCAD SHX Text

RAIN HOOD

AutoCAD SHX Text

PIPE STACK

AutoCAD SHX Text

HIGH TEMPERATURE

AutoCAD SHX Text

SPECIFIED TPO MEMBRANE

AutoCAD SHX Text

SPECIFIED ROOF DECK

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

STAGGERED 1"

AutoCAD SHX Text

TPO MEMBRANE STRIP

AutoCAD SHX Text

TREATED WOOD NAILER

AutoCAD SHX Text

HEAT WELDED LAPS

AutoCAD SHX Text

MECHANICALLY ATTACH 4" O.C.

AutoCAD SHX Text

1" CANT OPTIONAL

AutoCAD SHX Text

TPO COATED METAL

AutoCAD SHX Text

CURB COUNTERFLASHING

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

TPO MEMBRANE STRIP 6" WIDE

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

SPECIFIED ROOF DECK

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

ROUND ALL CORNERS

AutoCAD SHX Text

SPECIFIED TPO MEMBRANE

AutoCAD SHX Text

HEAT WELDED LAPS

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

TREATED WOOD BLOCKING

AutoCAD SHX Text

SPECIFIED TPO MEMBRANE

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

TREATED WOOD NAILER

AutoCAD SHX Text

UNDER BLOCKING

AutoCAD SHX Text

TPO MEMBRANE CONTINUOUS

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

SPECIFIED TPO MEMBRANE

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text 2)

AutoCAD SHX Text 1)

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

TPO FLEECE BACKED MEMBRANE

AutoCAD SHX Text

CONTINUOUS CLEAT FASTENED 16" O.C.

AutoCAD SHX Text

TPO COATED METAL DRIP EDGE

AutoCAD SHX Text

WITH HEMMED EGDE

AutoCAD SHX Text

TPO MEMBRANE STRIP

AutoCAD SHX Text

HEAT WELDED LAPS

AutoCAD SHX Text

MECHANICALLY ATTACH 4" O.C.

AutoCAD SHX Text

MECHANICALLY ATTACH WOOD BLOCKING

AutoCAD SHX Text

MAX. FACE DIMENSION SHOULD BE 5" TO PREVENT DISTORTION FROM

AutoCAD SHX Text

"OIL CANNING." IF SURFACE DISTORTION IS ACCEPTABLE, FACE

AutoCAD SHX Text

DIMENSION MAY BE INCREASED TO 8".

AutoCAD SHX Text

FOR FASCIAS GREATER THAN 8" INSTALL IN TWO SECTIONS.

AutoCAD SHX Text

HEAT WELDED LAPS

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

COPING CAP

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

CONTINUOUS CLEAT FASTENED 16 " O.C.

AutoCAD SHX Text

SPECIFIED BONDING ADHESIVE

AutoCAD SHX Text

TPO FLASHING MEMBRANE

AutoCAD SHX Text

FULLY ADHERED TO SUBSTRATE

AutoCAD SHX Text

WITH TPO BONDING ADHESIVE

AutoCAD SHX Text

TPO MEMBRANE

AutoCAD SHX Text

NEOPRENE GASKETED FASTENER @ 24 O.C.

AutoCAD SHX Text %%uNOTES:

AutoCAD SHX Text

1. THIS DETAIL TO BE USED WHEN TEMPERATURE OF STACK EXCEEDS 140%%DF.

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

TF TAPE

AutoCAD SHX Text 1)

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

FLASHING MUST BE A MINIMUM OF 8" HIGH.

AutoCAD SHX Text

PRESSURE BAR FASTENED @ 8"O.C.

AutoCAD SHX Text

DO NOT COVER OR BLOCK WEEP HOLES WITH FLASHING OR SEALANT.

AutoCAD SHX Text

APPROVED SEALANT TOOLED NEATLY

AutoCAD SHX Text

TPO MEMBRANE

AutoCAD SHX Text

WITH TPO BONDING ADHESIVE

AutoCAD SHX Text

FULLY ADHERED TO SUBSTRATE

AutoCAD SHX Text

TPO FLASHING MEMBRANE

AutoCAD SHX Text

SPECIFIED BONDING ADHESIVE

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

TPO MEMBRANE

AutoCAD SHX Text

WITH TPO BONDING ADHESIVE

AutoCAD SHX Text

FULLY ADHERED TO SUBSTRATE

AutoCAD SHX Text

PRESSURE BAR FASTENED @ 8"O.C.

AutoCAD SHX Text

TPO FLASHING MEMBRANE

AutoCAD SHX Text

SURFACE MOUNTED COUNTERFLASHIING

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

FASTENED 8'' O.C. MINIMUM

AutoCAD SHX Text

SPECIFIED BONDING ADHESIVE

AutoCAD SHX Text

SPECIFIED SEALANT

AutoCAD SHX Text

SPECIFIED SEALANT

AutoCAD SHX Text

TF TAPE

AutoCAD SHX Text

TF TAPE

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

TPO WALL FLASHING

AutoCAD SHX Text

TPO FLASHING MEMBRANE

AutoCAD SHX Text

CLOSED CELL FOAM BACKER ROD

AutoCAD SHX Text

TREATED WOOD NAILER

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

TPO MEMBRANE ADHERED IN

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

ROOF INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

AS A RETAINER

AutoCAD SHX Text

WITHIN A FLEXIBLE SHEET

AutoCAD SHX Text

COMPRESSIBLE INSULATION

AutoCAD SHX Text NOTES: 1) WOOD NAILER SECURED TO THE DECK PER FACTORY MUTUAL LOSS PREVENTION DATA I-49.

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

INSULATION (AS SPECIFIED)

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

SPECIFIED BONDING ADHESIVE

AutoCAD SHX Text

TPO FLASHING MEMBRANE

AutoCAD SHX Text

TPO MEMBRANE

AutoCAD SHX Text

SEE SPECIFIC WALL TERMINATION

AutoCAD SHX Text

36" MAX.

AutoCAD SHX Text

TPO FASTENERS 12" O.C.

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

TPO MEMBRANE

AutoCAD SHX Text

18" MAX.

AutoCAD SHX Text

18" MAX.

AutoCAD SHX Text

SEE SPECIFIC WALL TERMINATION

AutoCAD SHX Text

TPO ALUM. BAR OR PLATES &

AutoCAD SHX Text

SCREWS FASTENED 8" O.C.

AutoCAD SHX Text

HEAT WELDED LAPS

AutoCAD SHX Text

TPO FLASHING MEMBRANE

AutoCAD SHX Text

TPO FASTENERS 12" O.C.

AutoCAD SHX Text

TPO FLASHING MEMBRANE

AutoCAD SHX Text

SPECIFIED BONDING ADHESIVE

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

TPO MEMBRANE

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

INSULATION (AS SPECIFIED)

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

36" MAX.

AutoCAD SHX Text

INSULATION (AS SPECIFIED)

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

4. ALL METAL SURFACES SHALL BE PRIMED BEFORE CONTACT

AutoCAD SHX Text

TPO BONDING ADHESIVE

AutoCAD SHX Text

TPO FLEECE BACKED MEMBRANE

AutoCAD SHX Text

3. FIELD WELD MUST NOT PASS UNDER THE CLAMPING RING.

AutoCAD SHX Text

2. MEMBRANE MUST EXTEND MINIMUM 1" BEYOND THE BOLT HOLES.

AutoCAD SHX Text

1. THIS TWO PIECE DESIGN MUST BE USED WHEN INSTALLING THE

AutoCAD SHX Text

TPO UNREINFORCED MEMBRANE

AutoCAD SHX Text

TREMFAST WATERBLOCK SEALANT

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

WITH ANY ADHESIVE OR MASTIC.

AutoCAD SHX Text

3. THE CLAMPING RING MUST PENETRATE THE MEMBRANE.

AutoCAD SHX Text

TPA FLEECE BACKED MEMBRANE.

AutoCAD SHX Text %%uNOTES:

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

DRAIN CLAMP RING

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text %%uNOTE:

AutoCAD SHX Text

SPECIFED ROOF DECK

AutoCAD SHX Text

INSTALL TF TAPE UNDER CLEAT FLANGE

AutoCAD SHX Text

NEW WOOD BLOCKING PER SPECIFICATIONS

AutoCAD SHX Text

TPO SPECIFIED MEMBRANE MECHANICALLY

AutoCAD SHX Text

SPECIFIED TPO METAL CONTINUOUS CLEAT FASTENED

AutoCAD SHX Text

12" O.C. WITH APPROVED FASTENERS

AutoCAD SHX Text

NEW SHOP FABERICATED GRAVEL STOP

AutoCAD SHX Text

SPECIFED INSULATION

AutoCAD SHX Text

FASTENED TO SUBSTRATE

AutoCAD SHX Text

SHOP FABERICATED ROOF EDGE MAY BE SUBMITTED AS AN ALTERNATE FOR APPROVAL

AutoCAD SHX Text

MUST BE A 2 PIECE SYSTEM MADE OUT OF TREMCO METAL.

AutoCAD SHX Text 1 3/4"

AutoCAD SHX Text 8 3/8"

AutoCAD SHX Text 11 1/2"

AutoCAD SHX Text

HAND CRIMP

AutoCAD SHX Text STIFFNERS REQUIRED TO PERVENT OIL CANNING UNLESS 22 GAGE OR 20 GAGE METAL IS USED

AutoCAD SHX Text

HAND CRIMP

AutoCAD SHX Text

TPO FLASHING

AutoCAD SHX Text

24 GAGE METAL

AutoCAD SHX Text

TPO METAL USED AS NEW CLEAT

AutoCAD SHX Text

HOT AIR WELD

AutoCAD SHX Text

HOT AIR WELD PER SPECIFICATIONS

AutoCAD SHX Text

SPECIFIED FASTENER AND PLATE

AutoCAD SHX Text

INSULATION (WHERE SPECIFIED)

AutoCAD SHX Text

SPECIFIED ADHESIVE

AutoCAD SHX Text 1)

AutoCAD SHX Text

HEAT WELDED LAP

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

EQUIPMENT SUPPORT BRACKET

AutoCAD SHX Text

TPO APPROVED SEALANT

AutoCAD SHX Text

TPO MEMBRANE

AutoCAD SHX Text

SLEEPER HEIGHT SHOULD BE SUFFICIENT TO ELEVATE THE

AutoCAD SHX Text

EQUIPMENT SUPPORT BRACKET ABOVE THE WATER LEVEL.

AutoCAD SHX Text

SPECIFIED TPO MEMBRANE

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Description

AutoCAD SHX Text

ISSUED FOR BID

AutoCAD SHX Text 05/27/26

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MULTIPLE PIPE PENETRATION DETAIL25 T-JOINT DETAIL26 WALK-PAD INSTALLATION27 METAL WALL PANEL SYSTEM30GAGE OR THICKNESS GUIDE (MINIMUM)29DAILY WATERSTOP/TIE-IN28

NEW THROUGH-WALL COUNTERFLASHING DETAIL32

4" MIN

CONTRACTOR FABRICATED

UNLESS OTHERWISE SPECIFIED.

ALL TRIMS TO BE

NOTE:

1.

BASE FLASHING AS SPECIFIED

TWO PIECE COUNTERFLASHING

EXISTING METAL PARAPET COVER

BASE TRIM

WALL PANEL

STEEL (MAX. SPACING 3' O.C.)

SUBGIRT MIN. 22 GA. GALVANIZED

24 GA. FLASHING WITH HEM

DETAIL - NOT USED31 DETAIL - NOT USED33

1. ALL DETAILS ARE TO SHOW INTENT.

GENERAL NOTES:

2. PRIME ALL METAL SURFACES BEFORE INSTALLATION

FOLLOW ALL MANUFACTURES REQUIREMENTS FOR

PROPER INSTALLATION.

FIELD CONDITIONS SHALL DETERMINE IF DETAIL NEEDS TO BE

MODIFY FOR INSTALLATION.

G-102

ROOF TPO DETAILS

AS NOTED

05/20/26

AIL

WC

WC

Revision History

24" x 36"

Project

RevDrawing Number

THESE DRAWINGS ARE THE PROPERTY OF DCO ENERGY AND

ITS AFFILIATES AND MAY NOT BE DUPLICATED, USED OR

DISCLOSED WITHOUT WRITTEN CONSENT OF DCO ENERGY.

ALL RIGHTS RESERVED.

Drawing Title

35-468

OCEAN COUNTY ADMINISTRATION

BUILDING HVAC AND ROOFING UPGRADES

CLIENT

101 Hooper Avenue Toms River, NJ 08753

RE

SE

RV

ED

A

RE

A

FO

R N

JD

CA

AP

PR

O

VA

L

ST

AM

P

AR

EA

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

CONTRACTOR

DCO

ENERGY

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

EOR

DCO

ENGINEERING SERVICES

AutoCAD SHX Text

SLOPE PIPES DOWN

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AND AWAY FROM HOOD

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FASTENERS 8'' O.C.

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SHEET METAL COLLAR

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INSULATE INSIDE OF

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METAL WORK IN COLD

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CLIMATES

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SHEET METAL HOOD CROSS

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BREAK OR SLOPE FOR

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DRAINAGE

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TPO UNIVERSAL CORNER

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SEAL

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METAL SCREW

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CLOSURE DETAIL

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SEAL

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MECHANICALLY ATTACH TPO

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COATED METAL FLANGE TO

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NAILER WITH SPECIFIED

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FASTENERS 4" O.C.

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HEAT WELD TPO MEMBRANE

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FLASHING TO TPO COATED

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INSULATION

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WITH SPECIFIED

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SECURED TO DECK

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WOOD NAILER

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FASTENERS PER

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FM I-49

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METAL FLANGE

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SPECIFIED TPO MEMBRANE

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SPECIFIED ROOF DECK

AutoCAD SHX Text NOTE: HEAT-WELD A 4" ROUND FIELD CUT TPO FLASHING MEMBRANE(UNREINFORCED). CENTER THE FLASHING OVER EACH T-JOINT ON A 60-MIL THICK OR GREATER MEMBRANE (AS SHOWN).

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MINIMUM 18''

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INSULATION (WHERE SPECIFIED)

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ROOF DECK

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FEILD CUT TPO FLASHING

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SEE NOTE THIS SHEET

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TPO MEMBRANE

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TPO WALK PAD HEAT WELDED IN PLACE

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ALL 4 SIDES. DO NOT CROSS FIELD SEAMS.

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START AND STOP WALK PAD INSTALLATION

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2" FROM FIELD SEAM.

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ROOF DECK

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HEAT WELDED OUTSIDE EDGE

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FEILD SEAM

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TPO MEMBRANE

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TPO WALK PAD

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ROOFING 12'' ONTO

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GALVANIZED IRON

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12'' AND 18'' PLY

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REMOVE EMBEDDED

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GRAVEL / DEBRIS

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SHEETS ADHERED

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NEW ROOFING

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IN SPECIFIED

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ADHESIVE

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10'' TO 15'' FACE

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8'' TO 10'' FACE

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UP TO 6'' FACE

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6'' TO 8'' FACE

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WITHOUT BRAKES

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EXPOSED FACE

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''A'' DIMENSIONS

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REINFORCING MESH

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AND SPECIFIED

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SEAL EDGE WITH

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PREPARED AREA

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MASTIC

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COPING

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22 GA.

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20 GA.

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24 GA.

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24 GA.

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20 OZ.

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ADD BRAKES

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TO STIFFEN

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16 OZ.

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16 OZ.

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COLD ROLLED

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COPPER

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.064'' (14 GA.)

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.080'' (12 GA.)

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.050'' (16 GA.)

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.040'' (18 GA.)

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ALUMINUM

AutoCAD SHX Text 3003-H14

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CAP FLASHING

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AND FASCIA

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AutoCAD SHX Text A

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VARIATIONS

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EXISTING ROOFING

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EXTEND NEW

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%%UAT BOTTOM OF BASE TRIM

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%%U SUBGIRT PLACEMENT

AutoCAD SHX Text WORK INCLUDES REMOVAL OF APPROXIMATELY FOUR COURSES OF BRICK AT HIGH MASONRY WALLS; INSTALLING NEW LEAD COATED COPPER FLASHINGS AND NEW BRICK MASONRY UNITS WITH WEEP SLOTS AND INSECT SCREENS. FLASHING WORK SHALL INCLUDE END DAMS, CORNER DETAILS, BITUTHENE WTAERPROOFING MEMBRANE AND PROPER TREATMENT OF PENETRATIONS AND INTRUSIONS TO PROVIDE A WATERTIGHT FLASHING SYSTEM.

AutoCAD SHX Text %%uNOTE:

AutoCAD SHX Text 1.

AutoCAD SHX Text WHEN REGLET JOINT INSTALLATION IS NOT APPLICABLE, SECURE TOP EDGE OF FLASHING TO INSIDE WALL WITH MASONRY FASTENERS AND STRIP-IN TOP EDGE OF METAL WITH MINIMUM 3" WIDE BITUTHANE MEMBRANE.

AutoCAD SHX Text 2.

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SPECIFED INSULATION

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TPO MEMBRANE IN SPECIFIED ADHESIVE

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SPECIFIED TERMINATION

AutoCAD SHX Text SET TOP EDGE OF METAL IN REGLET AND SECURE WITH LEAD WEDGES. INSTALL BACKING ROD AND CAULK JOINT (SEE NOTE #2 BELOW).

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INSTALL SELF-ADHERING BITUTHENE MEMBRANE BETWEEN WALL AND METAL SHEET.

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SPECIFIED BASE FLASHING

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TWO PIECE COUNTERFLASHING INSTALLED INTO RECEIVER 3'' OVERLAP AT JOINTS

AutoCAD SHX Text INSTALL NEW LEAD COATED SPECIFIED METAL FLASHINGS WITH SOLDERED JOINTS & END DAMS.

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INSTALL NEW BRICK MASONRY WITH WEEP SLOTS & INSECT SCREENS INSTALLED 24" O.C.

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OPTIONAL 2'' WIDE CLIP

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ROOF DECK AS SPECIFIED

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SPECIFIED SEALANT

AutoCAD SHX Text Date

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AutoCAD SHX Text Description

AutoCAD SHX Text

ISSUED FOR BID

AutoCAD SHX Text 05/27/26

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3 4 5

MECHANICAL

AIR HANDLING

20'-0" 20'-0" 20'-0"

DUCT SPACE

DARK RM.

PASSAGE

UNFINISHED AREA

P-3 P-4

AH-1

B-1

B-2

B-3

WC-1(R)

P-1(R) P-2(R)

P-3 P-4

P-5(R) P-6(R)

AS(R)

AH-1

B-1

B-2

B-3

ET(R)

DM-300

DM-300

2DM-300

DM-300

DM-301

DM-301

DM-301

DM-301

DM-302

DM-302

DM-302

ELECTRICAL

PANEL(R)

CHEM

FEED(R)

A

B

C

5 6

20'-0" 20'-0"

CT-1(R)

DM-302

DM-303

DM-303

DM-303

A

B

C

DG-200

DEMOLITION

PARTIAL PLANS

AS NOTED

12/20/24

AIL

MA

WC

Revision History

William T. Conley (NJ)

24GE04587200

Seal

24" x 36"

Project

RevDrawing Number

THESE DRAWINGS ARE THE PROPERTY OF DCO ENERGY AND

ITS AFFILIATES AND MAY NOT BE DUPLICATED, USED OR

DISCLOSED WITHOUT WRITTEN CONSENT OF DCO ENERGY.

ALL RIGHTS RESERVED.

Drawing Title

35-468

OCEAN COUNTY ADMINISTRATION

BUILDING HVAC AND ROOFING UPGRADES

CLIENT

101 Hooper Avenue Toms River, NJ 08753

RE

SE

RV

ED

A

RE

A

FO

R N

JD

CA

AP

PR

O

VA

L

ST

AM

P

AR

EA

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

CONTRACTOR

DCO

ENERGY

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

EOR

DCO

ENGINEERING SERVICES

0'

SCALE BAR: 1/4" = 1'-0"

4'2' 8'

DEMOLITION

PARTIAL BASEMENT PLAN

SCALE: 1/4" = 1'-0"

N

BUILDING

NORTH

TRUE

NORTH

TO BE DEMOLISHED OR RELOCATED

LEGEND:

BASEMENT KEY PLAN ROOF KEY PLAN

0'

SCALE BAR: 1/4" = 1'-0"

4'2' 8'

DEMOLITION

PARTIAL ROOF PLAN

SCALE: 1/4" = 1'-0"

ISSUED FOR BID05/27/260

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Description

AutoCAD SHX Text Name:

AutoCAD SHX Text Date:

AutoCAD SHX Text Signed:

AutoCAD SHX Text License#:

AutoCAD SHX Text I hereby certify that this document was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of New Jersey.

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2 3 4 5 6 7 8

MECHANICAL

AIR HANDLING

19'-11 1/2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 19'-11 1/2"

'-3

/2

'-4

'-4

9'

-0

'-1

1/

2"

STORAGE

PASSAGE

PAPER STORAGE

PRINT SHOP

PRINT SHOP

A

B

C

D

D3

E

OFFICE

GENERAL OFFICE

06PUBLIC ELEV'R LOBBY

01WOMEN

MEN

CUST'N,

DUCT SPACE

CORRIDOR

DARK RM.

PHOTO LAB

PASSAGE

UNFINISHED AREA

TELE. EQUIP.

UNFINISHED AREA

LUNCH ROOM

P-3 P-4

AH-1

B-1

B-2

B-3

P-1

P-2

P-3 P-4

ET-1

AH-1

B-1

B-2

B-3

GMU-1

CF-1

AS-1

FCU-6

FCU-7

FCU-7

FCU-3

FCU-3

FCU-3

FCU-3

FCU-3

FCU-3FCU-3

FCU-6

FCU-6

FCU-6

FCU-6

NEW CONCRETE PAD

(E)AHU, REFER TO SPECIFICATION 237313

FOR AHU REFURBISHMENT

SCOPE OF WORK

G-200

PROPOSED BASEMENT PLAN

AS NOTED

12/20/24

AIL

MA

WC

Revision History

William T. Conley (NJ)

24GE04587200

Seal

24" x 36"

Project

RevDrawing Number

THESE DRAWINGS ARE THE PROPERTY OF DCO ENERGY AND

ITS AFFILIATES AND MAY NOT BE DUPLICATED, USED OR

DISCLOSED WITHOUT WRITTEN CONSENT OF DCO ENERGY.

ALL RIGHTS RESERVED.

Drawing Title

35-468

OCEAN COUNTY ADMINISTRATION

BUILDING HVAC AND ROOFING UPGRADES

CLIENT

101 Hooper Avenue Toms River, NJ 08753

RE

SE

RV

ED

A

RE

A

FO

R N

JD

CA

AP

PR

O

VA

L

ST

AM

P

AR

EA

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

CONTRACTOR

DCO

ENERGY

5429 Harding Highway Bldg. 500

Mays Landing, NJ 08330

EOR

DCO

ENGINEERING SERVICES

8'

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

4'0' 16'

1 PROPOSED BASEMENT PLAN

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

N

BUILDING

NORTH

TRUE

NORTH

FAN COIL UNIT

LEGEND:

ISSUED FOR BID05/27/260

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text Description

AutoCAD SHX Text Name:

AutoCAD SHX Text Date:

AutoCAD SHX Text Signed:

AutoCAD SHX Text License#:

AutoCAD SHX Text I hereby certify that this document was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of New Jersey.

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