Carteret Pier Pavillion RFP/RFQ 2023

BOROUGH OF CARTERET ADVERTISEMENT AND NOTICE TO BIDDERS Notice is hereby given that sealed Bids will be received by the Borough of Carteret for: "The Carteret Pier Pavilion”, opened and read aloud at Borough Hall, 2nd Floor Council Chambers, 61 Cooke Avenue, Carteret, New Jersey, 07008 on (Friday, August 11, 2023 at 10:00 AM) prevailing local time. The project consists of the construction of a three season steel & wood construction pavilion as shown on the Plans and in the specifications. Bidding Documents can be requested by sending an email to inquiry@dmrarchitects.com on/after June 30,2023 at the Architect’s office; DMR Architects, 777 Terrace Ave., 6 th Floor, Hasbrouck Heights, New Jersey 07604, during business hours. Please note in order to be on the list for the potential bidders the bids must be purchased from the Architect by the bidders themselves, bids won’t be accepted from the bidders who are not on the

Architect’s list of plan holders. A non-mandatory Pre-Bid Conference will be held on site, at 200 Middlesex Ave, Carteret, NJ 07008, on Monday July 17, 2023 at 10:00AM. Bids must be furnished on the proposal sheets included in the Contract Documents, enclosed in a sealed envelope and addressed to the Mayor and Borough Council, Borough of Carteret, New Jersey and plainly marked on the outside with the name and address of the bidder and the Contract Number and Title. Each bid must be accompanied by a certified check of not less than ten (10%) percent of the bid payable without any conditional endorsement as a guarantee that in case the contract is awarded to the bidder, he will within ten (10) days thereafter execute such contract and furnish satisfactory performance bond. Upon failure to do so, he shall forfeit the bid security as liquidated damages and the acceptance of the bid will be contingent upon the fulfillment of this requirement by the bidder. No interest shall be allowed upon any such certified check. A bid bond in the amount of ten (10%) percent of the bid may be substituted for certified check, except the amount of the bid security shall not be less than $500.00 - nor more than $20,000.00. Each bid must be accompanied by a Certificate of Experience and Certificate of Equipment. Each bid must also be accompanied by a certificate of Consent of Surety from a bonding company licensed to do business in the State of New Jersey guaranteeing that if the proposal of the bidder be accepted they will furnish the bond set forth in the Instructions to Bidders and the acceptance of the bid will be contingent upon the fulfillment of this requirement. Evaluation and award of the bid shall involve a thorough review of the Contractor’s technical capability, corporate experience, quality, past performance, technical plans, schedules, other submittals, and bid prices. The Borough reserves the right to increase or decrease quantities specified in the manner designated in the Specifications. The Borough reserves the right to award this contract based on funds available. Bidders are required to comply with the requirements of the Americans with Disabilities Act (N.J.S.A.10:5-31 et seq.) and Affirmative Action (N.J.A.C. 17:27) and with the disclosure provisions of N.J.S.A. 19:44A-20.13. The successful bidder shall be required to comply with the provisions of the New Jersey Prevailing Wage Act, Chapter 150 of the Laws of 1963, effective January 1, 1964. Bidders shall comply with N.J.S.A. 52:32-44 latest revision, regarding Business Registration with the New Jersey Division of Revenue. During the performance of this contract the Contractor agrees to comply with the requirements of P.L. 1975, c. 127 (N.J.A.C. 17:27), all requirements of the State of New Jersey Worker Health and Safety Act (N.J.A.C. 12:110 et seq.) as amended and the United States Occupational Safety and Health Act (OSHA) (29 CFR 1910), as amended with regard to worker and jobsite safety. No bidder may withdraw his bid for a period of sixty (60) days after the date set for the opening thereof. The successful bidder will be required to furnish a surety company bond in the full amount of the contract price indemnifying the Borough of Carteret, New Jersey for all proceedings, suits or actions of any kind of description and conditional for the faithful performance of the work. The Borough of Carteret reserves the right to reject any and all proposals to the extent permitted by law (in accordance with N.J.S.A. 40A:11-13.2 and applicable case law). An award will be made or proposals will be rejected within sixty (60) calendar days after the opening of the proposals, unless the Mayor and Council extend the award period. All Addenda will be issued in electronic format (PDF) to the registered bidders. It is the sole responsibility of the respondent to be aknowledge the receipt of all addenda related to the procurement. Respondents shall comply with the said requirements. RICARDO LLANOS – QUALIFIED PURCHASING AGENT ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER DRN CHKDESCRIPTIONDATE PROJECT NO. SHEET NO. Copyright 2023 by DMRC CO - 306 184 NJ-BOARD OF PROFESSIONAL PLANNERS) - LI 01584 CT - 05438 NJ - AI 05526 NY - 013025-1 PA - RA - 13437-B NCARB NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS 777 Terrace Avenue, 6th Floor Hasbrouck Heights, New Jersey 07604 Tel 201 - 288 - 2600 [] Fax 201 - 288 - 2662 NOT VALID FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT LLOYD A. ROSENBERG NJ - AI 05526 KURT A. VIERHEILIG NJ - AI 17809 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R S C O N S U L T I N G DMR SCALE DWG www.dmrarchitects.com PROJECT PLOT DATE: 06/26/2023 BID SET JC/MD DG Key Plan GEOTECHNICAL & STRUCTURAL ENGINEER MEP ENGINEER FOOD SERVICE DESIGN CONSULTANT OR CHARD ROAD 1 0 0 H Q P A R K D R IV E PRADEEP KAPOOR NY - 042197 TRUE NORTHPROJECT NORTH 911 SPRINGFIELD ROAD, SUITE 2 UNION, NEW JERSEY 07083 44 ST. JOHN STREET GOSHEN, NEW YORK 845.360.5112 INFO@RRADESIGNS.COM 973.866.5374 INFO@KERIENGINEERING.COM FERNANDO ROBLEDO NY - 033804 JANET PINI NJ - AI 02102900 530 Chestnut Ridge Road Woodcliff Lake, New Jersey 07677 201.775.6000 | www.mgmclaren.com McLaren Technical Services, Inc. 6 /2 7 /2 0 2 3 2 :5 4 :1 0 P M C :\ U se rs \ m a rk d \ D o c u m e n ts \ R e v it \ 5 1 4 6 _ C a te re t_ P a v ili o n _ m a rk d 9 K 6 N 6 .r v t 1" = 200'-0" 6/27/2023 2:54:10 PM T1.0 COVER SHEET CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 5146 ARCHITECT:GEOTECHNICAL & STRUCTURAL ENGINEER: KITCHEN DESIGN CONSULTANT:MEP ENGINEER: CARTERET PIER PAVILION AT WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 FOR THE BOROUGH OF CARTERET, NEW JERSEY CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 REV. DATE DESCRIPTION ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER ALL ITEMS TO BE CENTERED ON WOOD PANELS & COLUMNS, UON DOOR HANDLE CARD READER ROLL UP SHUTTER HIGHEST CONTROL THERMOS AT HIGHEST CONTROL WALL PHONE HIGHEST CONTROL STANDARD COATHOOK ACCESSIBLE COATHOOK POWER, DATA OUTLETS 6" 5 ' - 6 " 4 ' - 0 " M A X 3 ' - 1 1 " 3 ' - 1 0 1 /2 " 3 ' - 1 0 1 /2 " EQ EQ CL ℄ ℄ ℄ ℄ LOWEST CONTROL LIGHT SWITCH & INTERCOM HIGHEST CONTROL ℄ 1"6" ELECTRICAL PANEL FF FF 3 ' - 4 " 3 ' - 1 1 " 3 ' - 1 1 /2 " 9" CHARACTER HT 2" (1" BELOW 60" A.F.F.) MEASURE TO CENTERLINE OF UPPERMOST ROW OF CHARACTERS ROOM SIGN H E IG H E S T TE X T 5 ' - 0 " ELECTRICAL PANEL 3 ' - 4 " FIRE ALARM STROBE / SPEAKER 6 ' - 8 1 /2 " M IN 3"-4" FOR BRACKET MOUNTED EXTINGUISHERS ALIGN FIRE EXTINGUISHER, FULLY RECESSED, SEMI-RECESSED, OR SURFACE MOUNTED FF 1 5 " M IN . 4 8 " M A X . FIRE ALARM PULL STATION - HIGHEST CONTROL 4 ' - 0 " ℄ 1 ' - 6 " 6 7 " M IN . 67" MIN. 22" MIN. 4 2 " M IN . 5 2 " M IN . 24" MIN. 4 2 " M IN . 24" MIN X 4 8 " M IN Y 4 2 " M IN Y 24" MIN X 22" MIN. 4 2 " M IN . Y 12" MIN IF CLOSER AND LATCH PROVIDED X Y X 4 ' - 0 " M IN 6 0 " M IN . 18" MIN. 32" MIN 32" MIN32" MIN 32" MIN (a) Detail (b) Hinged Door (c) Sliding Door (d) Folding Door CLEAR DOORWAY WIDTH AND DEPTH NEW BUILDINGS WHEELCHAIR TURNING SPACE NEW BUILDINGSMINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS NEW BUILDINGSMANEUVERING CLEARANCES AT DOORS NEW BUILDINGS Front Approaches - Swinging Door PULL SIDE PUSH SIDE NOTE: X = 12" MINIMUM IF DOOR HAS CLOSER AND A LATCH NOTE: Y = 48" MINIMUM IF DOOR HAS CLOSER AND A LATCH PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE Hinge Side Approaches - Swinging Door Latch Side Approaches - Swinging Door NOTE: X = 36" MINIMUM IF Y = 60" X = 42" MINIMUM IF Y = 54" NOTE: Y = 48" MIN IF DOOR HAS CLOSER NOTES: Y = 54" MIN. IF DOOR HAS CLOSER *UFAS 5%MI INTERIOR DOOR MIN. 48" Front Approach - Sliding Doors and Folding Doors Pocket Side Approach - Sliding Doors and Folding Doors Latch Side Approach - Sliding Doors and Folding Doors CIRCULAR TURNING SPACE - NEW BUILDINGS SIZE AND OVERLAP IN TE R IO R A P T. D O O R 42 " N Y C E X C E P T IO N * 3 0 " M IN . 52" MIN. 30" MIN. 52" MIN. 3 0 " M IN . 5 2 " M IN . X > 2 4 " CLEAR FLOOR SPACE NEW BUILDINGS FORWARD APPROACH PARALLEL APPROACH CLEAR FLOOR SPACE IN ALCOVES NOTE: X 24" X NOTE: X = MAXIMUM 8" 5 2 " M IN . CLEAR WIDTH OF AN ACCESSIBLE ROUTE 32" MIN. 36" MIN. 2 4 " M IN . 5 2 " M IN . 2 4 " M IN . DOOR SURFACE AND THRESHOLD NEW BUILDINGS 1 0 " M IN IM U M H E IG H T DOOR PANEL OR GLASS KICKPLATE PUSH SIDE ( L E S S T H A N 1 0 ") B O TT O M R A IL O F D O O R ACCESSIBLE REACHING RANGES NEW BUILDINGS LIMITS OF PROTRUDING OBJECTS NEW BUILDINGS KNEE AND TOE CLEARANCES NEW BUILDINGS DOOR 1 /4 " M A X 1 /2 " M A X 1 /4 " M A X 1 /4 " M A X THRESHOLD 2 1 1 0 " M A X . OVERLAP OF KNEE AND TOE CLEARANCE T-SHAPED TURNING SPACE NEW BUILDINGS - OPTION 1 T-SHAPED TURNING SPACE NEW BUILDINGS - OPTION 2 T-SHAPED TURNING SPACE NEW BUILDINGS - OPTION 3 T-SHAPED TURNING SPACE NEW BUILDINGS - OVERLAP 60" MIN. X > 1 5 " 36" MIN. DRN CHKDESCRIPTIONDATE PROJECT NO. SHEET NO. Copyright 2023 by DMRC CO - 306 184 NJ-BOARD OF PROFESSIONAL PLANNERS) - LI 01584 CT - 05438 NJ - AI 05526 NY - 013025-1 PA - RA - 13437-B NCARB NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS 777 Terrace Avenue, 6th Floor Hasbrouck Heights, New Jersey 07604 Tel 201 - 288 - 2600 [] Fax 201 - 288 - 2662 NOT VALID FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT LLOYD A. ROSENBERG NJ - AI 05526 KURT A. VIERHEILIG NJ - AI 17809 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R S C O N S U L T I N G DMR SCALE DWG www.dmrarchitects.com PROJECT PLOT DATE: 06/26/2023 BID SET JC/MD DG Key Plan GEOTECHNICAL & STRUCTURAL ENGINEER MEP ENGINEER FOOD SERVICE DESIGN CONSULTANT OR CHARD ROAD 1 0 0 H Q P A R K D R IV E PRADEEP KAPOOR NY - 042197 TRUE NORTHPROJECT NORTH 911 SPRINGFIELD ROAD, SUITE 2 UNION, NEW JERSEY 07083 44 ST. JOHN STREET GOSHEN, NEW YORK 845.360.5112 INFO@RRADESIGNS.COM 973.866.5374 INFO@KERIENGINEERING.COM FERNANDO ROBLEDO NY - 033804 JANET PINI NJ - AI 02102900 530 Chestnut Ridge Road Woodcliff Lake, New Jersey 07677 201.775.6000 | www.mgmclaren.com McLaren Technical Services, Inc. 6 /2 7 /2 0 2 3 2 :5 4 :1 1 P M C :\ U se rs \ m a rk d \ D o c u m e n ts \ R e v it \ 5 1 4 6 _ C a te re t_ P a v ili o n _ m a rk d 9 K 6 N 6 .r v t As indicated 6/27/2023 2:54:11 PM T1.1 DRAWING LIST, ACCESSIBLE MOUNTING HEIGHTS & BARRIER FREE DIAGRAMS CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 5146 3/8" = 1'-0" 1TYPICAL ACCESSIBLE MOUNTING HEIGHTS # SHEET DESCRIPTION GENERAL T1.1 DRAWING LIST, ACCESSIBLE MOUNTING HEIGHTS & BARRIER FREE DIAGRAMS T1.0 COVER SHEET T1.2 NOTES, CODE ANALYSIS, ABBREVIATIONS & SYMBOLS EG1.1 LIFE SAFETY & EGRESS PLAN ARCHITECTURAL D1.0 PIER DEMOLITION PLAN A1.0 PAVILION CONSTRUCTION / POWER PLAN A1.1 MECHANICAL LOFT CONSTRUCTION / POWER PLAN A2.0 ROOF PLAN & DETAILS A3.0 PAVILION & ATTIC REFLECTED CEILING PLAN & DETAILS A4.0 ENLARGED BAR AREA PLAN, ELEVATIONS & SECTION DETAILS A4.1 ENLARGED PLAN DETAILS A5.0 EXTERIOR ELEVATIONS A5.1 INTERIOR ELEVATIONS A6.0 PAVILION SECTIONS A7.0 WALL SECTIONS A7.1 SECTION DETAILS A9.0 GUARDRAIL ELEVATIONS & DETAILS A10.0 EXTERIOR WALL & PARTITION TYPES A11.0 DOOR TYPES, DOOR SCHEDULE, GLAZING ELEVATIONS & DETAILS A12.0 FINISHES PLAN & SCHEDULE A13.0 SIGNAGE STRUCTURAL S001 GENERAL NOTES, ABBREVIATIONS, & SHEET INDEX S002 STRUCTURAL NOTES S100 PAVILION FRAMING PLAN S101 ROOF FRAMING PLAN S200 COLUMN SCHEDULE S201 PAVILION ELEVATIONS S300 TYPICAL DETAILS S301 TYPICAL DETAILS S302 TYPICAL DETAILS FIRE PROTECTION FP-001 ABBREVIATIONS, SYMBOLS & NOTES FP-101 PLUMBING GROUND FLOOR NEW WORK FP-301 FIRE PROTECTION SPECIFICATIONS PLUMBING P-001 ABBREVIATIONS, SYMBOLS & NOTES P-010 PLUMBING SCHEDULES P-101 GROUND FLOOR - NEW WORK P-201 PLUMBING DETAILS P-301 PLUMBING SPECIFICATIONS P-401 PLUMBING RISERS MECHANICAL M-001 SYMBOLS, NOTES, ABBREVIATIONS, SPECIFICATIONS & SCHEDULES M-101 MECHANICAL - NEW WORK ELECTRICAL E-001 ABBREVIATIONS, SYMBOLS & NOTES E-101 ELECTRICAL LIGHTING PLAN - DEMOLITION & NEW WORK E-102 ELECTRICAL POWER & SYSTEMS - NEW WORK E-201 ELECTRICAL SCHEDULES & SINGLE LINE DIAGRAM E-301 ELECTRICAL DETAILS E-401 ELECTRICAL SPECIFICATIONS FOOD SERVICES FS1.0 FOOD SERVICE EQUIPMENT PLAN & SCHEDULE DRAWING LIST 3/8" = 1'-0" 2BARRIER FREE DIAGRAMS REV. DATE DESCRIPTION 1. THE DRAWINGS AND THE SPECIFICATIONS ARE COMPLIMENTARY, AND THEIR INTENT IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. THE ORGANIZATION OF THE SPECIFICATIONS AND DRAWINGS SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG THE SUBCONTRACTORS, OR IN ESTABLISHING THE WORK PERFORMED BY ANY TRADE. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK BETWEEN ALL TRADES. 3. ALL WORK SHALL CONFORM TO CODES, ORDINANCES, RULES AND REGULATIONS OF ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AGENCY HAVING JURISDICTION. THE RULES AND REGULATIONS OF OSHA SHALL BE ADHERED TO FOR THIS PROJECT. 4. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. FOR PURPOSES OF THIS PROJECT, CONTRACT DOCUMENTS SHALL INCLUDE: THE OWNER-CONTRACTOR AGREEMENT,THE DRAWINGS, THE SPECIFICATIONS AND ANY ADDENDA AND REVISIONS ISSUED BY THE ARCHITECT. 5. THE CONTRACTOR SHALL OBTAIN, AND PAY ALL FEES FOR BUILDING DEPARTMENT APPROVALS AND PERMITS, CONTROLLED INSPECTIONS, APPROVALS AND PERMITS OF OTHER AGENCIES WHEN REQUIRED. 6. CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. ANY DISCREPANCIES OR OMISSIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO COMMENCEMENT OF THE WORK. 7. IF DOCUMENTS ARE AT VARIANCE WITH ONE ANOTHER ON A PARTICULAR ITEM OR ITEMS, CONTRACTOR SHALL BASE HIS BID ON THE BETTER QUALITY OR MORE EXPENSIVE OF THE CONDITIONS SHOWN. ITEMS OR EQUIPMENT SPECIFIED UNDER ONE TRADE SHALL BE BINDING AS IF SPECIFIED UNDER ALL RELATED TRADES. 8. UPON AWARD OF THE CONTRACT FOR CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY REVIEW AND COORDINATE THE SCHEDULING OF CONSTRUCTION. WITHIN (10) DAYS FOLLOWING AWARD OF CONTRACT THE CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SCHEDULE INCORPORATING THE WORK OF THE CONTRACTOR AND ITS RESPECTIVE SUBCONTRACTORS, AS WELL AS WORK BY OTHERS. 9. THE CONTRACTOR SHALL COORDINATE ALL WORK BETWEEN SUBCONTRACTORS, AND SHALL COORDINATE WITH OWNER FOR WORK TO BE PROVIDED BY OWNER'S SUBCONTRACTORS (IF APPLICABLE). 10. THE CONTRACTOR SHALL COORDINATE WITH THE TELEPHONE AND COMMUNICATIONS INSTALLATION COMPANY AND THE OWNER FOR ALL TELEPHONE AND COMMUNICATION INSTALLATION WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING OF TELEPHONE AND COMMUNICATIONS INSTALLATION WITH HIS WORK. 11. DO NOT SCALE DRAWINGS. ANY CLARIFICATIONS OR INFORMATION REQUIRED BY THE CONTRACTOR SHALL BE FURNISHED, UPON WRITTEN REQUEST, BY THE ARCHITECT. 12. THE CONTRACTOR SHALL VERIFY THAT CONTRACT DOCUMENTS ARE THE LATEST ISSUE PRIOR TO COMMENCEMENT OF WORK. 13. THE CONTRACTOR SHALL NOT PROCEED WITH WORK FOR WHICH IT EXPECTS ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT AND/OR OWNER. FAILURE TO OBTAIN AUTHORIZATION MAY INVALIDATE A CLAIM FOR ADDITIONAL COMPENSATION. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY BRACE AND PROTECT WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT IN CONFORMANCE WITH APPLICABLE CODES, STANDARDS, AND GOOD PRACTICE. EXECUTION OF THE WORK SHALL NOT UNDERMINE THE STRUCTURAL INTEGRITY OF THE BUILDING. 15. THE CONTRACTOR SHALL PROVIDE SUPPORT, SHORING OR BRACING TO PROTECT THE STRUCTURAL INTEGRITY OF ANY EXISTING WALLS OR STRUCTURE NEAR OR ADJACENT TO AREAS TO BE SELECTIVELY DEMOLISHED. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE OCCURRING TO EXISTING STRUCTURES WHICH ARE TO REMAIN RESULTING FROM THE WORK AT NO COST TO THE OWNER. 16. CONTRACTOR SHALL COORDINATE WORK WITH REQUIREMENTS OF THE BUILDING MANAGEMENT, INCLUDING, BUT NOT LIMITED TO, SCHEDULING TIME AND LOCATION OF DELIVERIES, BUILDING ACCESS, WORKER PARKING, USE OF BUILDING FACILITIES, TEMPORARY UTILITIES, PROTECTION, REFUSE CONTAINERS, ETC. 17. THE CONTRACTOR SHALL PROTECT THE BUILDING PREMISES AND ALL OCCUPANTS ON THE PROJECT SITE. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL THE NECESSARY TEMPORARY COVERINGS AND PROTECTION, TEMPORARY PARTITIONS, AND DOORS AS REQUIRED TO PROTECT EXISTING CONSTRUCTION TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES CAUSED BY IMPROPER PROTECTION, AND SHALL MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS WITHOUT ADDITIONAL CHARGE TO THE OWNER, OR TO PARTIES AFFECTED. 18. WORK AREAS ARE TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH OWNER AND LANDLORD TO ENSURE SECURITY. THE CONTRACTOR SHALL SECURE AND LOCK THE WORK AREA AND OWNER SPACE AT THE END OF EACH WORKING DAY, AND SHALL NOT PERMIT UNAUTHORIZED PERSONNEL TO CIRCULATE IN THE WORK AREA AND OWNER SPACE. CONTRACTOR SHALL PROVIDE TEMPORARY KEYS TO A OWNER REPRESENTATIVE. 19. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND FOR COORDINATION OF ALL PORTIONS OF THE WORK. 20. THE CONTRACTOR SHALL PROVIDE A SUPERINTENDENT AT THE JOBSITE WHO IS FURNISHED WITH A LOCKED OFFICE AREA EQUIPPED WITH TELEPHONE SERVICE, FILES AND WORKSPACE FOR DRAWINGS, SPECIFICATIONS AND SAMPLES STORAGE. THE OWNER AND THE ARCHITECT SHALL HAVE ACCESS TO THE TELEPHONE SERVICE AND THE CONTRACT DOCUMENTS AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE HARD HATS AS REQUIRED FOR USE BY DESIGNATED OWNER FIELD REPRESENTATIVES, THE ARCHITECT, AND THEIR GUESTS. 21. DURING THE ENTIRE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE REPRESENTED AT THE JOBSITE BY A QUALIFIED SUPERINTENDENT WHO SHALL BE EMPOWERED TO ACT ON HIS BEHALF, AND WHO SHALL BE RESPONSIBLE FOR: 1. MANAGEMENT OF ALL ASPECTS OF THE WORK INCLUDING PERIODIC MEETINGS TO REVIEW JOB PROGRESS. 2. ESTABLISH AND MAINTAIN PROPER AND SAFE WORKING CONDITIONS AT THE JOBSITE. 3. TRANSMITTAL OF ALL INSTRUCTIONS ISSUED BY THE ARCHITECT, OWNER AND LANDLORD. 4. COMPLIANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 5. COMPLETE COORDINATION OF ALL ELEMENTS OF THE WORK. 6. CHECKING WORK IN PLACE FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. 22. THE CONTRACTOR SHALL HAVE DULY AUTHORIZED REPRESENTATIVE PRESENT AT JOBSITE TO BE RESPONSIBLE FOR RECEIVING ALL MATERIALS,DELIVERED IN CONNECTION WITH WORK 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WAREHOUSING OF ALL MATERIALS TO BE INSTALLED UNDER THIS CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, PROTECTING OWNER FURNISHED ITEMS, AND SHALL PROVIDE AND MAINTAIN LOCKED STORAGE ROOMS AT BUILDING PREMISES FOR THESE ITEMS. 24. THE CONTRACTOR SHALL PATCH ALL HOLES AND CHASES, BOTH ABOVE AND BELOW CEILINGS, CREATED BY THE REMOVAL OR INSTALLATION OF DUCTS, PIPES, CONDUITS, CEILINGS, ETC. PATCH CONSTRUCTION TO MATCH EXISTING AS REQUIRED, AND MAINTAIN THE FIRE RESISTANCE RATING OF FIRE SEPARATION ASSEMBLIES. 25. SPACES AROUND PIPES, DUCTS, AND CONDUITS PENETRATING FIRE RATED PARTITIONS SHALL BE FIRESTOPPED IN CONFORMANCE WITH APPLICABLE CODES. 26. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION PREMISES IN A NEAT AND ORDERLY CONDITION AT ALL TIMES AND SHALL KEEP THE JOBSITE FREE OF ALL UNNECESSARY TRASH AND DEBRIS. THE JOBSITE SHALL BE BROOM CLEANED AT THE END OF EACH WORKING DAY. 27. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS TO THE ARCHITECT PRIOR TO FABRICATION AND ORDERING, AND SHALL INFORM THE ARCHITECT IN WRITING AT TIME OF SUBMISSION OF ANY PROPOSED DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 28. CONTRACTOR SHALL MAINTAIN ALL CHANGE ORDERS AND KEEP CONTRACT DRAWINGS CURRENT AND ON SITE. 29. THE CONTRACTOR SHALL REVIEW REQUIRED SHOP DRAWINGS AND SUBMITTALS PRIOR TO SUBMISSION TO THE ARCHITECT, AND SHALL INDICATE ON THE SHOP DRAWING OR SUBMITTAL THAT SUCH REVIEW HAS TAKEN PLACE. THE ARCHITECT WILL NOT REVIEW SHOP DRAWINGS OR SUBMITTALS THAT DO NOT BEAR A SIGNED CONTRACTOR REVIEW STATEMENT. BY REVIEWING AND SUBMITTING SHOP DRAWINGS AND SUBMITTALS, THE CONTRACTOR REPRESENTS THAT HE HAS DETERMINED AND VERIFIED FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA, AND THAT EACH SHOP DRAWING AND SUBMITTAL HAS BEEN CHECKED AND COORDINATED WITH THE REQUIREMENTS OF THE CONTRACT. 30. ARCHITECT'S REVIEW OF SHOP DRAWINGS AND SUBMITTALS SHALL BE FOR CONFORMANCE WITH THE DESIGN CONCEPT ONLY. ARCHITECTS REVIEW SHALL NOT BE CONSTRUED AS APPROVING DEPARTURES FROM CONTRACT REQUIREMENTS, NOR SHALL IT BE CONSTRUED AS APPROVING ANY CHANGES IN PRICING. 31. CONTRACTOR SHALL SUBMIT OPERATIONAL INSTRUCTIONS, MAINTENANCE MANUALS, AND MANUFACTURERS WRITTEN WARRANTIES FOR ALL CONTRACTOR-PROVIDED EQUIPMENT TO OWNER REPRESENTATIVE PRIOR TO REQUEST FOR FINAL PAYMENT. CONTRACTOR SHALL PROVIDE, OR SHALL ARRANGE FOR, ANY SPECIALIZED OPERATIONAL OR MAINTENANCE TRAINING. CONTRACTOR TO PROVIDE "RECORD DRAWINGS" (AS-BUILTS) AT CLOSE-OUT OF PROJECT. 32. JUST PRIOR TO OWNER OCCUPANCY, CONTRACTOR SHALL CLEAN ALL SURFACES, REMOVE TEMPORARY LABELS, CLEAN FINISHED SURFACES OF STAINS AND FOREIGN MATTER, CLEAN WINDOWS AND WINDOW TREATMENTS, VACUUM THE INSIDES OF CONVECTOR COVERS, POLISH TRANSPARENT AND GLOSSY SURFACES, CLEAN ALL EQUIPMENT AND FIXTURES, AND REPLACE FILTERS ON MECHANICAL EQUIPMENT. REMAINING CONSTRUCTION MATERIAL AND EQUIPMENT, IF ANY, SHALL BE MOVED AND TEMPORARILY SECURED IN AN AREA AS DIRECTED BY THE OWNER. 33. ALL RATED WALL CONSTRUCTION SHALL MEET THE FIRE RESISTIVE RATINGS AND OTHER REQUIREMENTS OF LOCAL LAWS, ORDINANCES, REGULATIONS AND AUTHORITIES HAVING JURISDICTION. 34. THE CONTRACTOR SHALL PATCH ALL CUTTING BY MECHANICAL AND ELECTRICAL TRADES AND ALL ADDITIONAL CUTTING BY OTHERS. MATCH ADJACENT MATERIALS AND FINISHES. 35. THE 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. 36. ALL PIPE SPACES AND DUCT SPACES SHALL BE ENCLOSED AND FIRE STOPPED BY A PARTITION OF THE REQUIRED RATING. 37. ALL ELECTRICAL OUTLETS, HVAC PIPING, DUCTWORK, REGISTERS, AND GRILLES SHOWN ON THE ARCHITECTURAL DRAWINGS ARE INDICATED TO SET THE GENERAL LOCATION FOR SUCH COMPONENTS. EACH CONTRACTOR SHALL REFER TO THE MECHANICAL AND ELECTRICAL DRAWINGS FOR THE COMPLETE LAYOUT OF EACH RESPECTIVE ITEM. 38. THE CONTRACTOR SHALL FURNISH AND INSTALL ENCLOSURES AND CHASES, CONDUITS, ETC. NECESSARY TO FURR IN PIPES AND CHASES OR TO CONTINUE THE NORMAL LINE OF WALLS AND PARTITIONS SO THAT PIPES ARE NOT EXPOSED. 39. PARTITIONS SHALL BE CONTINUOUS OVER ALL BUILT-IN EQUIPMENT WHERE SHOWN ON PLANS AND DETAILS. FURNISH NECESSARY ANGLES, HANGERS, ETC. TO CARRY THESE PARTITIONS. 40. ALL NEW PIPING AND ELECTRICAL CONDUITS SHALL BE CONCEALED WITHIN NEW PARTITIONS OR CHASES WHETHER SHOWN ON PLANS OR NOT. 41. CEILING CONTRACTOR SHALL SUBMIT COORDINATED REFLECTED CEILING PLANS FOR ALL AREAS. PLANS SHALL INDICATE CEILING TILE GRID. CEILING DIFFUSER, ELECTRICAL LIGHTING FIXTURES, SPRINKLERS, ETC. NO RELATED WORK SHALL PROCEED UNTIL SAID PLANS ARE APPROVED BY ARCHITECT. 42. THE FURNITURE SHOWN ON DRAWINGS IS FOR INFORMATION PURPOSES ONLY. THE PURCHASE AND INSTALLATION OF FURNITURE IS NOT PART OF THIS CONTRACT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE OWNER'S FURNITURE INSTALLER FOR SCHEDULING PURPOSES. A A/C Air Conditioning AB Anchor Bolt ABV Above AC PNL Acoustical Panel ACT Acoustical Tile ACU Air Conditioning Unit AD Area Drain ADD Addendum ADDL Additional ADH Adhesive ADJ Adjacent ADJT Adjustable ADMIN Administrative AFF Above Finish Floor AGG Aggregate AHU Air Handling Unit AIB Air Infiltration Barrier AL or ALUM Aluminum ALLOW Allowance ALT Alternate ANC Anchor, Anchorage ANOD Anodized ACC PNL Access Panel APC Architectural Precast Concrete APPROX Approximate ARCH Architect(ural) ASPH Asphalt AUTO Automatic AVE Avenue AVG Average AWT Acoustical Wall Treatment B BAL Balance BC Back of Curb BD Board BITUM Bituminous BL Building Line BLDG Building BLK Block BLKG Blocking BLR Boiler BLW Below BM Bench Mark BO By Others/Owner BOC Bottom of Curb BOT Bottom BPL Bearing Plate BRG Bearing BRIDG Bridging BRK Brick BRKT Bracket BRZ Bronze BTWN Between BUR Built-up Roofing BVL Bevel(ed) C C Channel CAB Cabinet CANTL Cantilever CB Catch Basin CCTV Closed Circuit Television CEM Cement CF Cubic Foot CFM Cubic Feet Per Minute CG Corner Guard CHAM Chamfer CI Cast Iron CU IN Cubic Inch CIP Cast Iron Pipe CIP CONC Cast-In-Place Concrete CJT Control Joint CKT Circuit CL Center Line CLG Ceiling CLG HT Ceiling Height CLO Closet CLR Clear or Clearance CLRM Classroom CM Construction Manager CMP Corrugated Metal Pipe CMU Conc. Masonry Unit CND Conduit CO Cleanout COL Column CONC Concrete COND Condenser or Condensate CONF Conference CONN Connect(ed)(ion) CONSTR Construction CONT Continuous G (CONTINUATION) GEN Generator GL Glass GR Grade GR BM Grade Beam GRND Ground GU Gutter GWB Gypsum Wallboard GYP Gypsum H H High H PT High Point HC Hollow Core HD Head HDR Header HDW Hardware HDWD Hardwood HM Hollow MetaL HNDRL Handrail HORIZ Horizontal HP Horsepower HR Hour HT Height HTG Heating HVAC Heating, Ventilating, Air Conditioning HW Hot Water HWH Hot Water Heater HYD Hydrant I ID Inside Diameter IDF Intermediate Distribution Frame IF Inside Face IN Inches INCL Include(d)(ing) INFO Information INSTR Instructor INSUL Insulation INSUL PNL Insulated Panel INT Interior J J.C. Janitor's Closet JB Junction Box JST Joist JT Joint K KD Knocked Down KIT Kitchen KPL Kick Plate L L Length LAB Laboratory LAM Laminated LAV Lavatory LG Large LH Left Hand LIN Linear LL Live Load LOC Locate, Location LONG Longitudinal LP Low Point LT Light LTG Lighting LTL Lintel LVR Louver LWT Lightweight LWT CONC Lightweight Concrete M Meter MACH Machine MAINT Maintenance MAN Manual MAS Masonry MATL Material MAU Makeup Air Unit MAX Maximum MBR Member MDF Main Distribution Frame MECH Mechanical MED Medium MEMB Membrane MFR Manufacturer MH Manhole MIN Minimum MIN Minute MIR Mirror MISC Miscellaneous MIX Mixture MLDG Molding MLWK Millwork C (CONTINUATION) CONTR Contractor COORD Coordinate CORR Corridor CPT Carpet(ed) CRKT Cricket CRS Course(s) CSMT Casement CST Child Study Team CTR Center CUST Custodian CST Cast Stone CSWK Casework CT Cooling Tower CTR Center CUH Cabinet Unit Heater CW Cold Water CY Cubic Yard CYL Cylinder D Depth DBL Double DBL ACT Double Acting DEG Degree DEMO Demolish, Demolition DEPT Department DF Drinking Fountain DH Double Hung DIA Diameter DIAG Diagonal DIFF Diffuser DIM Dimension DIR Direction, Director DISP Dispenser DIST Distribution DIV Division DL Dead Load DN Down DO Door Opening DR Door DSGN Design DTL Detail DUP Duplicate DWG Drawing DWL(S) Dowel(s) DWR Drawer E E East EA Each EF Exhaust Fan EJT Expansion Joint EL or ELEV Elevation ELAS Elastomeric ELEC Electrical ELEV Elevator EMER Emergency ENCL Enclosure ENGR Engineer ENTR Entrance EQ Equal EQUIP Equipment ESC Escalator EST Estimate EW Each Way EWC Electric Water Cooler EXH Exhaust EXP Expansion EXT Exterior EXTRU Extrusion F FF&E Furniture, Furnishings & Equip. FF Finished Floor Elevation FH Fire Hydrant/Hose FHC Fire Hose Cabinet FIN Finish FIX Fixture FLASH Flashing FLR Floor FLUOR Fluorescent FOUNT Fountain FP Fireproof FRM Frame FT Feet FT Foot, Feet FTG Footing FUR Furring FUT Future G GA Gage or Gauge GALV Galvanized GB Grab Bar GC General Contract(or) M (CONTINUATION) MM Millimeter MO Masonry Opening MOD Modular MTD Mounted MTL Metal MTR Mortar MULL Mullion N North NA Not Applicable NAT Natural NE Northeast NIC Not In Contract NO Number NOM Nominal NORM Normal NRC Noise Reduction Coefficient NTS Not to Scale NW Northwest O OA Overall OB GL Obscure Glass O.C. On center OD Outside Diameter OFF Office OH Overhead OPNG Opening OPP Opposite ORD Overflow Roof Drain ORIG Original OZ Ounce P PCF Pounds per Cubic Foot PE Physical Education PERF Perforated PI Point of Intersection PL Plate PL Property Line PLAM Plastic Laminate PLAS Plaster PLUMB Plumbing PNL Panel PR Pair PRELIM Preliminary PROJ Projection PSF Pounds per Square Foot PSI Pounds per Square Inch PT Point, Point of Tangent PTD Painted PTN Partition PVC Polyvinyl Chloride PVMT Pavement PWD Plywood PLYWD Plywood R R or RAD Radius RA Return Air RCP Reflected Ceiling Plan RD Roof drain REF Reference REBAR Reinforcing Bar REC Recessed RECP Receptacle RECT Rectangular REFR Refrigerator REG Regular REINF Reinforc(ing)(ed) REQD Required RET Return REV Revision RFG Roofing RH Right hand R.I. Rigid Insulation RM Room RND Round RO Rough Opening ROW Right of Way RTU Roof Top Unit RV Roof Ven S S South SAN Sanitary SCHED Schedule SE Southeast SECT Section SGI Small Group Instruction SHT Sheet SIM Similar S (CONTINUATION) SPEC Specification SQ Square SQ FT or SF Square Foot SRV Services STSTL Stainless Steel STAG Staggered STC Sound Transmission Coefficient STD Standard STL Steel STOR Storage STRUCT STL Structural Steel SUSP Suspen(ded)(sion) SW Southwest SWD Solid Wood SYS System T T & G Tongue and Groove TB Towel Bar TEL Telephone TEMP Temperature TEMP GL Tempered Glass TEX FIN Textured Finish THERM Thermal THK Thick(ness) TO Top of TOS Top of Steel TPD Toilet Paper Dispenser TR Transom TRANS Trasaction TV Television TYP Typical U UL Underwriters Laboratories UNFIN Unfinished UR Urinal UTIL Utility U.O.N. Unless Otherwise Noted V V Volt VAL Value VAR Varies/ Variation VB Vapor Barrier VCT Vinyl Composition Tile VEN Veneer VENT Ventilating VERT Vertical VEST Vestibule VOL Volume VWC Vinyl Wall Covering W W West W/ With W/O Without WC Water closet WD Wood WDW Window WF Wide Flange WG Wired Glass WH Water Heater WPT Working Point WSCT Wainscot WT Weight WWF Welded Wire Fabric YD Yard XX X X X AX.X X AX.X X XX XXXXXXX XXXXX ELEV. XXXX XXXX 000 EL. x xx CERAMIC TILE CONCRETE GRAVEL BRICK/FACE BRICK CONCRETE MASONRY UNIT PLYWOOD GYPSUM BOARD WOOD-FINISHED CARPET EARTH PLASTIC LAMINATE INSULATION-RIGID ACOUSTIC TILE FIBERBOARD INSULATION-BATT/BLANKET CONTINUOUS BLOCKING COMPRESSIBLE FILLER INTERMITTENT BLOCKING GLASS GROUT STEEL ALUMINUM OTHER METALS REFERENCE DRAWING NUMBER WALL SECTION NUMBER BUILDING SECTION NUMBER REFERENCE DRAWING NUMBER BUILDING AREA MATCH LINE ROOM NUMBER DOOR NUMBER WINDOW TYPE NUMBER CENTER LINE PARTITION TYPE FLOOR ELEV. SYMBOL DETAIL REFERENCE SYMBOL KEYNOTE SYMBOL SITE SPOT ELEVATION SYMBOL PROJECT NORTH TRUE NORTH NORTH ARROWS REVISION INDICATOR COLUMN LINE/ GRID INDICATOR CMU WALL STUD WALL BRICK WALL CONCRETE WALL PRECAST CONCRETE WALL BUILDING WALL SYMBOLS 01 GENERAL 02 SITE CONSTRUCTION 03 CONCRETE 04 MASONRY 05 METALS 06 WOOD AND PLASTICS 07 THERMAL & MOISTURE PROTECTION 08 DOORS & WINDOWS 09 FINISHES CL AX.X REFERENCE DRAWING NUMBER X EXTERIOR ELEVATION NUMBER XXXX XXXX XXXX SPACE NAME AREA IN SQ. FT. CEILING HEIGHT OCCUPANCY X AX.X INTERIOR ELEVATION X AX.X EXTERIOR ELEVATION XXX 1 2 3 4 AX.X INTERIOR ELEVATIONS ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER I. General A. All cited sections and tables are from the International Building Code, 2021 New Jersey Edition unless otherwise noted. II. Project Information A. Project Name: Carteret Pier Pavilion B. Owner: Borough of Carteret, New Jersey C. Project Description: 2,800 sf Pavilion for the consumption of food and beverages, with accompanying scullery and storage spaces, built on top of the existing Carteret Fishing Pier in Carteret Waterfront Park. D. Applicable Building Codes 1. Uniform Construction Code (NJAC 5:23) 2. Building Subcode (NJAC 5:23-3.14): International Building Code, 2021 NJ Ed. 3. Plumbing Subcode (NJAC 5:23-3.15): National Standard Plumbing Code, 2021 NJ Ed. 4. Electrical Subcode (NJAC 5:23-3.16): National Electrical Code (NFPA 70), 2020 Ed. 5. Energy Subcode (NJAC 5:23-3.18): ASHRAE 90.1-2019 6. Mechanical Subcode (NJAC 5:23-3.21): International Mechanical Code, 2021 Ed. 7. Barrier Free Subcode (Chapter 11 of IBC/2018 & NJAC 5:23-7) ICC/ANSI A117.1-2017 8. ASCE/SEI 24-2014 Flood Resistant Design and Construction as referenced by IBC 2021 NJ Ed. E. Use Group: A-2 (Section 303.3) F. Construction Classification: ‘Type VB’ (Table 601) G. Sprinklered: Fully Sprinklered in accordance with Section 903.3.1.1. H. Actual Build Height & Area 1. Actual Building Area (Per Floor, measured as per Section 202, Area, Building): a. First Floor: 2,845 SF b. Partial Attic (Equipment Spaces Only): 237 SF 2. Actual Building Height above the grade plane (measured as per Section 202, Height, Building): 19’ - 1” / 1 Stories 3. Actual Building Lowest Level Elevation: Top of existing pier decking: 8’-0” (NAVD 88) I. Flood Information (Per National Flood Insurance Program Flood Insurance Rate Map 340257 0079 G, dated January 30, 2015) 1. Special Flood Hazard Area: Zone AE, seaward of Limit of Moderate Wave Action line 2. Base Flood Elevation (BFE): 14’-0” (NAVD 88) III. Building Code Analysis A. Allowable Building Height: 1. Use Group A-2; Construction ‘Type VB’; Sprinklered 2. Allowable Building Height in feet above grade plane (Table 504.3): 60 feet - Complies 3. Allowable Number of Stories above grade plane (Table 504.3): 2 - Complies B. Allowable Building Area 1. Unlimited Area Building (Section 507): Not applicable to A-2/VB 2. Condition: Single Occupancy, less than 3 stories 3. Means of Calculation: Equation 5-1 4. If Frontage Increase Factor: a. Minimum Width: Greater than 30’-0” b. Extent 221’-4” of 221’-4” of the building perimeter (100%) c. Area factor increase based on Table 506.3.3: .75 5. At = Tabular Allowable Area per Table 506.2 (A-2-S1/VB): 24,000 6. NS = Tabular Non Sprinklered Allowable Area per Table 506.2 (A-2-S1/VB): 6,000 7. Allowable Area Total Aa=At+(NS*If) = 28,500 SF – Complies C. Accessory Uses: 1. Accessory Uses: None D. Incidental Uses 1. Separation and/or Protection (Table 509) 2. Rooms with furnace equipment or boilers in excess of limits specified by Table 509: 1 Hour fire rating or provide automatic sprinkler system. 3. Electrical Installations and transformers: Fire rating as per NFPA 70 4. Waste or Linen Collection Rooms over 100 SF: 1 Hour fire rating or provide automatic sprinkler system. 5. Separation shall be by a fire barrier or horizontal assembly AND fire rating of construction supporting these fire barriers is not required in type IIB construction (Section 509.4.1) 6. Where automatic sprinkler is provided in lieu of fire rated construction, separation capable of resisting the passage of smoke shall be provided (walls, floor/ceilings, doors, penetrations) (Section 509.4.2) E. Fire rating requirements for building elements (Table 601 & Table 602) 1. Construction Type: Type VB 2. Primary Structural frame: 0 Hour 3. Bearing walls exterior: 0 Hour 4. Bearing walls interior: 0 Hour 5. Non-bearing walls & partitions, exterior: 0 Hours (no other buildings W/In 30’-0”) 6. Non-bearing walls & partitions, interior: no rating required 7. Floor construction & associated secondary members: 0 Hour 8. Roof construction & associated secondary members: 0 Hour F. Additional Fire Resistance Ratings 1. Fire Barriers (Section 707.3): 2. Incidental Uses: see Table 509 (Section 707.3.7) 3. Fire Pump Room: 1 Hour (NFPA 20 Table 4.14.1.1.2) G. Means of Egress 1. Exit travel distance by occupancy (Table 1017.2): 250’-0” 2. Capacity of egress components (Section 1005.3): 3. Stairways: 0.2 inches per occupant 4. Other egress components: 0.15 inches / occupant 5. Minimum number of exits required per occupant load (Table 1006.3.2) 6. First Floor: 4 Exits 7. Attic: 1 Exit 8. Common path of egress travel: 0’-0” 9. Dead end corridor length: 0’-0” H. Interior finishes 1. Interior wall & ceiling finishes a. Classification under ASTM E84 or UL723 (Section 803.1.2) • Smoke developed index, all classes: 0-450 • Flame spread index: • Class A: 0-25 • Class B: 26-75 • Class C: 76-200 b. Classification under NFPA 286 • NFPA 286 classification, provided product complies with Section 803.1.1.1 c. Requirements (Table 803.13) • Interior exit stairways, ramps & exit passageways: Class B • Corridors, exit enclosure for exit access stairways & ramps: Class B • Rooms and enclosed spaces: Class C 2. Interior floor finishes A. Classification under ASTM E648 or NFPA 253(Section 804.2) a. Class I: 0.45 watts/cm2 or greater b. Class II: 0.22 watts/cm2 or greater B. Requirement (Section 804.4.2): Class II I. Fire Protection Systems 1. Automatic Sprinkler System: Required due to occupant load (Section 903.2.1.2(2.)) 2. Standpipe System: Not Required 3. Fire Suppression: Provided (connected to FA system?) 4. Manual Fire Alarm: Not Required (907.2.1) Provided? 5. Fire Detection: Not Required (connected to FA system?) 6. Smoke Detection: Not required (connected to FA system?) 7. Portable Fire Extinguishers (Section 906.1): 8. Maximum travel distance: 75’-0” (Table 906.3) 9. Additional locations (Section 906.1.3): None J. Means of Egress 1. Exit travel distance (Table 1017.2): 250’-0” 2. Capacity of egress components: 3. Stairways: 0.2 inches per occupant 4. Other egress components: 0.15 inches / occupant 5. Limits for spaces with one exit or exit access doorway (Table 1006.2.1): 6. Maximum Occupant Load of Space: 49 7. Maximum Exit Access Travel Distance: 75 feet 8. Limits for stories with one exit or access to one exit for other occupancies (Table 1006.3.4(2) 9. Maximum Occupant Load per Story: 135 10. Maximum Exit Access Travel Distance: 75 feet 11. Minimum number of exits required per occupant load (Table 1006.3.2) 12. First Floor: 3 Exits 13. Equipment Platform: 1 Exits 14. Exit Separation: 1/3 length of maximum diagonal dimension (Section 1007.1.1) 15. Minimum corridor width: 44” 16. Dead end corridor length: 20’-0” IV. Plumbing Code Analysis A. All cited sections and tables are from the National Stand Plumbing Code, 2021 New Jersey Edition unless otherwise noted B. Occupant Load: 1. Plumbing code occupancy load (Opc) = 2/3rds of life safety occupant load (OLS) (Section 7.21.2.b.) 2. Persons of each gender (OM & OF) = OLS/2 3. OLS = 135 (see Egress Calculations); Opc = 90; OM & OF = 45 C. Required Minimum Number of Required Plumbing Fixtures 1. Occupancy Group: A-2 - Facilities where drink and/or food is consumed. 2. Minimum # of Fixtures per Table 7.21.1 Male Female Drinking Service WC Lav WC Lav Water Sink 2 2 2 2 1 1 D. Plumbing Fixtures Provided 1. Water Closets, Lavatories are provided in a dedicated restroom building in park, see Site/Civil Drawings 2. Drinking Water provided at Bar 3. Service sink provided in Scullery. DRN CHKDESCRIPTIONDATE PROJECT NO. SHEET NO. Copyright 2023 by DMRC CO - 306 184 NJ-BOARD OF PROFESSIONAL PLANNERS) - LI 01584 CT - 05438 NJ - AI 05526 NY - 013025-1 PA - RA - 13437-B NCARB NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS 777 Terrace Avenue, 6th Floor Hasbrouck Heights, New Jersey 07604 Tel 201 - 288 - 2600 [] Fax 201 - 288 - 2662 NOT VALID FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT LLOYD A. ROSENBERG NJ - AI 05526 KURT A. VIERHEILIG NJ - AI 17809 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R S C O N S U L T I N G DMR SCALE DWG www.dmrarchitects.com PROJECT PLOT DATE: 06/26/2023 BID SET JC/MD DG Key Plan GEOTECHNICAL & STRUCTURAL ENGINEER MEP ENGINEER FOOD SERVICE DESIGN CONSULTANT OR CHARD ROAD 1 0 0 H Q P A R K D R IV E PRADEEP KAPOOR NY - 042197 TRUE NORTHPROJECT NORTH 911 SPRINGFIELD ROAD, SUITE 2 UNION, NEW JERSEY 07083 44 ST. JOHN STREET GOSHEN, NEW YORK 845.360.5112 INFO@RRADESIGNS.COM 973.866.5374 INFO@KERIENGINEERING.COM FERNANDO ROBLEDO NY - 033804 JANET PINI NJ - AI 02102900 530 Chestnut Ridge Road Woodcliff Lake, New Jersey 07677 201.775.6000 | www.mgmclaren.com McLaren Technical Services, Inc. 6 /2 7 /2 0 2 3 2 :5 4 :1 3 P M C :\ U se rs \ m a rk d \ D o c u m e n ts \ R e v it \ 5 1 4 6 _ C a te re t_ P a v ili o n _ m a rk d 9 K 6 N 6 .r v t As indicated 6/27/2023 2:54:13 PM T1.2 NOTES, CODE ANALYSIS, ABBREVIATIONS & SYMBOLS CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 5146 GENERAL NOTES 5 ARCHITECTURAL ABBREVIATIONS 2 MATERIALS LEGEND 4 CODE ANALYSIS 1 REV. DATE DESCRIPTION UP ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER A B C 1 2 3 4 5 DINING 101 MECHANICAL 103 BAR STORAGE 104 SCULLERY 106 STORAGE 105 STORAGE 107 BAR 102 PERGOLA 101A ENTRY 100 220 41 33 0.15 DOOR 101B 220 42 33 0.15 DOOR 101A 220 42 33 0.15 DOOR 101 A B C 220 1 33 0.15 DOOR 103 220 4 33 0.15 DOOR 106 D 1 2 1 1 1 2 122 FEC GANGWAY RAMP PILE CAP EXIST. RET. WALL ARTHUR KILL STRAIT EXIST. PIER FUNCTION OF SPACE A-UNCONCENTRATED SCULLERY / BAR STOR/MECH/EQUIP EXITS DINING AREA CLEAR CAPACITY EGRESS COMPONENT TYPE WIDTH FACTOR CAPACITY EGRESS TO DOOR 101 DOOR 33" 0.15 220 EXTERIOR DOOR 101A DOOR 33" 0.15 220 EXTERIOR DOOR 101B DOOR 33" 0.15 220 EXTERIOR EXITS PROVIDED: 3 TOTAL EXIT CAPACITY: 660 EXITS REQUIRED1: 2 TOTAL OCCUPANTS: 125 COMPLIES UTILITY CLOSET CLEAR CAPACITY EGRESS COMPONENT TYPE WIDTH FACTOR CAPACITY EGRESS TO DOOR 103 DOOR 33" 0.15 220 EXTERIOR EXITS PROVIDED: 1 TOTAL EXIT CAPACITY: 220 EXITS REQUIRED2: 1 TOTAL OCCUPANTS: 1 COMPLIES SCULLERY AREA CLEAR CAPACITY EGRESS COMPONENT TYPE WIDTH FACTOR CAPACITY EGRESS TO DOOR 106 DOOR 33" 0.15 220 EXTERIOR EXITS PROVIDED: 1 TOTAL EXIT CAPACITY: 220 EXITS REQUIRED2: 1 TOTAL OCCUPANTS: 4 COMPLIES 1 PER NJIBC 2021 TABLE 1006.3.3 2 PER NJIBC 2021 SECTION 1006.2.1 TOTAL NUMBER OF OCCUPANTS IN ROOM99 ROOM NAME X101 150 SF ROOM NUMBER ROOM AREA PATH OF TRAVEL LINE FOR TRAVEL DISTANCE CALCULATIONS X PATH OF TRAVEL LABEL 220 131 33 0.15 DOOR 107 EGRESS COMPONENT CLEAR WIDTH OF EGRESS COMPONENT CAPACITY FACTOR (PER NJIBC SECTION 1005.3) CAPACITY OF EGRESS COMPONENT ACTUAL OCCUPANT LOAD SERVED BY EGRESS COMPONENT FIRE EXTINGUISHER CABINET FEC WALL MOUNTED EXIT LIGHT CEILING MOUNTED EXIT LIGHT DRN CHKDESCRIPTIONDATE PROJECT NO. SHEET NO. Copyright 2023 by DMRC CO - 306 184 NJ-BOARD OF PROFESSIONAL PLANNERS) - LI 01584 CT - 05438 NJ - AI 05526 NY - 013025-1 PA - RA - 13437-B NCARB NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS 777 Terrace Avenue, 6th Floor Hasbrouck Heights, New Jersey 07604 Tel 201 - 288 - 2600 [] Fax 201 - 288 - 2662 NOT VALID FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT LLOYD A. ROSENBERG NJ - AI 05526 KURT A. VIERHEILIG NJ - AI 17809 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R S C O N S U L T I N G DMR SCALE DWG www.dmrarchitects.com PROJECT PLOT DATE: 06/26/2023 BID SET JC/MD DG Key Plan GEOTECHNICAL & STRUCTURAL ENGINEER MEP ENGINEER FOOD SERVICE DESIGN CONSULTANT OR CHARD ROAD 1 0 0 H Q P A R K D R IV E PRADEEP KAPOOR NY - 042197 TRUE NORTHPROJECT NORTH 911 SPRINGFIELD ROAD, SUITE 2 UNION, NEW JERSEY 07083 44 ST. JOHN STREET GOSHEN, NEW YORK 845.360.5112 INFO@RRADESIGNS.COM 973.866.5374 INFO@KERIENGINEERING.COM FERNANDO ROBLEDO NY - 033804 JANET PINI NJ - AI 02102900 530 Chestnut Ridge Road Woodcliff Lake, New Jersey 07677 201.775.6000 | www.mgmclaren.com McLaren Technical Services, Inc. 6 /2 7 /2 0 2 3 2 :5 4 :0 9 P M C :\ U se rs \ m a rk d \ D o c u m e n ts \ R e v it \ 5 1 4 6 _ C a te re t_ P a v ili o n _ m a rk d 9 K 6 N 6 .r v t As indicated 6/27/2023 2:54:09 PM EG1.1 LIFE SAFETY & EGRESS PLAN CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 5146 1/8" = 1'-0" 1PAVILION EGRESS PLAN 5OCCUPANCY DIAGRAM SPACE ROOM # FUNCTION OF SPACE AREA OCCUPANT LOAD FACTOR OCCUPANTS ALLOWED DINING 101 A-UNCONCENTRATED 1,905 SF 1/15 SF NET 127 BAR 102 SCULLERY / BAR 210 SF 1/200 GROSS 2 UTILITY CLOSET 103 STOR/MECH/EQUIP 62 SF 1/300 GROSS 1 BAR STORAGE 104 STOR/MECH/EQUIP 108 SF 1/300 GROSS 1 TRASH ROOM 105 STOR/MECH/EQUIP 105 SF 1/300 GROSS 1 SCULLERY 106 SCULLERY / BAR 225 SF 1/200 GROSS 2 STORAGE 107 STOR/MECH/EQUIP 83 SF 1/300 GROSS 1 135 PATH TYPE LABEL ACTUAL DISTANCE MAX ALLOW DIST COMMENTS TRAVEL DISTANCE A 51' - 4" 250' - 0" COMPLIES TRAVEL DISTANCE B 57' - 1" 250' - 0" COMPLIES TRAVEL DISTANCE C 45' - 4" 250' - 0" COMPLIES EXIT ACCESS DISTANCE D 33' - 10" 75' - 0" COMPLIES EGRESS PLAN LEGEND EGRESS CALCULATIONS OCCUPANCY CHART 9 TRAVEL DISTANCES EGRESS COMPONENTS 1. OCCUPANCY LOAD FACTORS AS PER IBC 2021 NJ ED TABLE 1004.5 1 2 2. MAXIMUM ALLOWABLE TRAVEL DISTANCE AS PER IBC 2021 NJ ED TABLE 1017.2 4 REV. DATE DESCRIPTION ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER ARTHUR KILL STRAIT D1 D2 D3 D3 6 ' - 1 0 " + - 1 7 ' - 7 " + - 2 1 ' - 9 " + - 1 ' - 4 1 /2 " + - 2 1 ' - 1 0 1 /2 " + - 1 ' - 4 1 /2 " + - 9 ' - 1 1 /2 " + - 1 ' - 6 1 /2 " 5 1 /2 " 2 2 ' - 5 " + - 4 ' - 2 " + - D2 AREA OUTLINE OF PROPOSED PIER PAVILION REMOVE, SALVAGE AND REINSTALL EXISTING PIER DECKING AS REQUIRED TO ACCOMMODATE INSTALLATION OF PROPOSED PIER PAVILION PROJECT SCOPE OF WORK D5 D1.0 5 D1.0 6 EXIST. PIER D4 D6D6D6 2 4 ' - 6 " + - A5.1 7 8 5 6 D5 ℄ D5 D5 D4 D4 D5 D4 EXISTING PIER CONSTRUCTION TO BE REMOVED EXISTING PIER CONSTRUCTION TO REMAIN KEY NOTE TAG1 1. DEMOLITION IS INTENDED TO PREPARE THE EXISTING PIER TO RECEIVE THE NEW WORK. THE INFORMATION PROVIDED IN NO WAY INTENDS TO MEAN THAT DEMOLITION IS LIMITED ONLY TO THOSE ITEMS SPECIFICALLY IDENTIFIED. REMOVE ALL EXISTING ITEMS OF CONSTRUCTION AND EQUIPMENT WITHIN THE PROJECT AREA, AS INDICATED ON THE DEMOLITION DRAWINGS OF ALL TRADES, WHETHER SHOWN OR NOT, INCLUDING, BUT NOT LIMITED TO DECKING MATERIAL REMOVAL AND REINSTALLATION, RAILINGS, SITE FURNITURE, SITE LIGHTING AND ELECTRICAL AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. ANY EXISTING CONSTRUCTION TO REMAIN, IF DAMAGED BY ANY TRADE, SHALL BE PATCHED, REPAIRED OR REPLACED TO MATCH EXISTING. DEMOLITION AND ALTERATION PROCEDURES SHALL COMPLY WITH APPLICABLE CODES AND REGULATIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY INSPECT THE WORK AREA IN ORDER TO VERIFY ACTUAL EXISTING CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL WORK REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 3. UNLESS OTHERWISE NOTED, ALL DEMOLISHED ITEMS ARE TO BE REMOVED IN THEIR ENTIRETY INCLUDING ALL ASSOCIATED PIPING, WIRING, HANGERS, SUPPORTS, PROJECTIONS, BOLTS, NAILS, ETC. FROM EXISTING SURFACES. PATCH ALL HOLES TO MATCH ADJACENT SURFACES OR PROVIDE NEW FINISHES PER FINISH PLAN. 4. ALL STRUCTURAL INTERFERENCE OR STRUCTURAL WALLS, BEAMS, JOIST, COLUMNS, PILES ETC. SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF ARCHITECT FOR DECISION. NO FLOOR OR STRUCTURAL MEMBERS SHALL BE CUT WITHOUT PERMISSION OF A REGISTERED STRUCTURAL ENGINEER HIRED BY THE CONTRACTOR, UNLESS SPECIFICALLY INDICATED FOR REMOVAL ON THE STRUCTURAL DRAWINGS. 5. PRIOR TO REMOVALS THE CONTRACTOR IS TO IDENTIFY ALL BUILDING SYSTEMS MATERIALS, INCLUDING PIPES, WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ARCHITECT. 6. PROVIDE PROTECTION FOR EXISTING AREAS TO REMAIN. 7. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL ENSURE THAT ALL AREAS BE LEFT BROOM CLEAN. 8. THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE UNDER DEMOLITION. 9. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN PRIOR TO DEMOLITION AND PROVIDE REASONABLE AND ADEQUATE PROTECTION FROM DEMOLITION WORK. 10. REMOVE DEMOLISHED ITEMS AS SHOWN AS DEMOLITION PLANS. CONTRACTOR TO VERIFY EXISTING CONDITIONS OF THE PIER IN THE FIELD PRIOR TO BIDDING. 11. TEMPORARILY REMOVE PORTIONS OF EXISTING PIER DECKING TO ACCOMMODATE INSTALLATION OF PROPOSED PIER PAVILION CIVIL, ARCHITECTURAL, STRUCTURAL & MEPFP SCOPE OF WORK AND SALVAGE PIER DECKING TO BE REINSTALLED. 12. REFER TO MEP DRAWINGS FOR EXISTING MECHANICAL, ELECTRICAL, & PLUMBING DEMOLITION SCOPE OF WORK AS WELL AS EXISTING PIPING, CONDUITS, ETC. TO REMAIN WITHIN AREAS OF DEMOLITION. 13. REFER TO STRUCTURAL DRAWINGS FOR EXISTING PIER FRAMING DEMOLITION SCOPE OF WORK AS WELL AS EXISTING FRAMING, ETC. TO REMAIN WITHIN AREAS OF DEMOLITION. 1. THE CUTTING AND PATCHING NOTES SHALL APPLY TO ALL EXISTING TO REMAIN ITEMS FOR THE DURATION OF CONSTRUCTION ACTIVITIES. 2. PATCH AND REPAIR EXISTING TO REMAIN PIER DECKING AS REQUIRED TO PROVIDE A SMOOTH LEVEL SURFACE FOR NEW WORK, UNLESS OTHERWISE NOTED. 3. REPLACE SECTIONS OF EXISTING DECKING WITH HOLES AND GOUGES IN EXISTING TO REMAIN PIER DECKING TO BE EXPOSED AT THE END OF THE WORK TO MATCH SURROUNDING EXISTING DECKING TO REMAIN, SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIR. 4. EXISTING CONSTRUCTION TO REMAIN DAMAGED BY ANY OTHER CONSTRUCTION OR DEMOLITION ACTIVITY SHALL BE REPARIED OR REPLACED TO MATCH AND ALIGN WITH ADJCENT CONSTRUCTION. 5. AFTER DEMOLITION OF EXISTING MEP WORK, EQUIPMENT AND FURNITURE, PATCH AND REPAIR EXISTING PIER DECKING TO MATCH EXISTING CONSTRUCTION. 6. ALL CONSTRUCTION TO REMAIN WHICH IS AFFECTED BY DEMOLITION SHALL BE PATCHED AND BE PROPERLY REPAIRED AND ALIGNED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIR. PIER 0' - 0" D4 D3 D3 D4 D5 D4D4 D5 D5 D5D5 PIER 0' - 0" D4 DRN CHKDESCRIPTIONDATE PROJECT NO. SHEET NO. Copyright 2023 by DMRC CO - 306 184 NJ-BOARD OF PROFESSIONAL PLANNERS) - LI 01584 CT - 05438 NJ - AI 05526 NY - 013025-1 PA - RA - 13437-B NCARB NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS 777 Terrace Avenue, 6th Floor Hasbrouck Heights, New Jersey 07604 Tel 201 - 288 - 2600 [] Fax 201 - 288 - 2662 NOT VALID FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT LLOYD A. ROSENBERG NJ - AI 05526 KURT A. VIERHEILIG NJ - AI 17809 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R S C O N S U L T I N G DMR SCALE DWG www.dmrarchitects.com PROJECT PLOT DATE: 06/26/2023 BID SET JC/MD DG Key Plan GEOTECHNICAL & STRUCTURAL ENGINEER MEP ENGINEER FOOD SERVICE DESIGN CONSULTANT OR CHARD ROAD 1 0 0 H Q P A R K D R IV E PRADEEP KAPOOR NY - 042197 TRUE NORTHPROJECT NORTH 911 SPRINGFIELD ROAD, SUITE 2 UNION, NEW JERSEY 07083 44 ST. JOHN STREET GOSHEN, NEW YORK 845.360.5112 INFO@RRADESIGNS.COM 973.866.5374 INFO@KERIENGINEERING.COM FERNANDO ROBLEDO NY - 033804 JANET PINI NJ - AI 02102900 530 Chestnut Ridge Road Woodcliff Lake, New Jersey 07677 201.775.6000 | www.mgmclaren.com McLaren Technical Services, Inc. 6 /2 7 /2 0 2 3 2 :5 4 :0 6 P M C :\ U se rs \ m a rk d \ D o c u m e n ts \ R e v it \ 5 1 4 6 _ C a te re t_ P a v ili o n _ m a rk d 9 K 6 N 6 .r v t As indicated 6/27/2023 2:54:06 PM D1.0 PIER DEMOLITION PLAN CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 5146 1/8" = 1'-0" 1PIER DEMOLITION PLAN DEMOLITION LEGENDGENERAL DEMOLITON NOTES CUTTING & PATCH NOTES 2347 D1 EXISTING PIER BENCH TO BE REMOVED AND RELOCATED. PIER DECKING BEING PENETRATED BY BENCH ANCHORS TO BE REPLACED. D2 EXISTING PIER BENCH TO BE REMOVED, SALVAGED AND TURNED OVER TO MUNICIPALITY. PIER DECKING BEING PENETRATED BY BENCH ANCHORS TO BE REPLACED. D3 EXISTING PIER LIGHT POLE TO BE REMOVED, SALVAGED AND TURNED OVER TO MUNICIPALITY. PATCH AND REPAIR PIER DECKING AT LIGHT POLE REMOVAL LOCATION. REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE WORK. D4 REMOVE PORTION OF EXISTING PIER GUARDRAIL. D5 REMOVE PORTION OF PIER GUARDRAIL AND SALVAGE FOR MODIFICATION & REINSTALLATION. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DETAILS. D6 EXISTING PIER BENCH TO REMAIN. DEMOLITION KEY NOTES 1/8" = 1'-0" 5PIER DEMOLITION ELEVATION - EAST 1/8" = 1'-0" 6PIER DEMOLITION ELEVATION - WEST REV. DATE DESCRIPTION G F I G F I G F I GFI GFI GFI GFI G F I G F I G F I G F I G F I G F I G F I G F I GFI W P G F IWP WP W P W P W P ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER 1. SEE CUTTING AND PATCHING NOTES FOR EXISTING TO REMAIN ITEMS IMPACTED/UNCOVERED BY NEW CONSTRUCTION. 2. ARCHITECTURAL DATUM ELEVATION 0’-0” = TOP OF EXISTING TO REMAIN PIER DECKING, 8’-0”+/- (NAVD 88). 3. UNLESS OTHERWISE NOTED, VERTICAL DATUMS ARE GIVEN TO THE NOMINAL TOP OF FINISHED PIER DECKING, TOP OF ROOF DECK OR TOP OF PERIMETER BLOCKING. 4. UNLESS OTHERWISE NOTED, EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF SHEATHING BOARD AS APPLICABLE. SEE ALSO WALL SECTIONS. 5. UNLESS OTHERWISE NOTED, INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALLS AND PARTITIONS. 6. ALL PARTITION THICKNESSES ON FLOOR PLANS ARE NOMINAL, UNLESS OTHERWISE NOTED. SEE PARTITION TYPE FOR ACTUAL DIMENSIONS. 7. DIMENSIONS SHOWN FROM EDGE OF DOOR OPENINGS ARE FROM THE INSIDE EDGE OF THE FRAME UNLESS OTHERWISE NOTED. 8. ALL NEW DOOR OPENINGS SHALL CONFORM TO THE ACCESSIBILITY REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. 9. ALL DOOR OPENINGS SHALL BE LOCATED WITH A MINIMUM MANEUVERING CLEARANCE OF 18" ON PULL SIDE AND 12" ON PUSH SIDE WHEN BOTH A LATCH AND CLOSER ARE PROVIDED - UNLESS OTHERWISE NOTED (APPLICABLE TO LATCH SIDE ONLY) 10. GENERAL CONTRACTOR TO COORDINATE WITH THE DRAWINGS OF ALL TRADES AS WELL AS THE OWNER’S VENDORS FOR SECURITY, IT, TELECOM, FURNITURE, EQUIPMENT, ETC. AND PROVIDE BLOCKING AT ALL LOCATIONS AS REQUIRED. SEE ALSO FRAMING NOTES. 11. ALL WOOD SHEATHING SHALL BE 1/2" MARINE GRADE PLYWOOD, UNLESS OTHERWISE NOTED. 12. ALL WOOD FRAMING AND BLOCKING SHALL BE PRESSURE TREATED, UNLESS OTHERWISE NOTED. 13. ALL METAL FASTENERS SHALL BE OF 316 STAINLESS STEEL, UNLESS FASTENING ALUMINUM ELEMENTS OR UNLESS OTHERWISE NOTED. WHERE 316 STAINLESS STEEL FASTENERS ABUT BUT DO NOT FASTEN ALUMNINUM ELEMENTS, PROVIDE SEPERATION TAPE TO PREVENT CONTACT BETWEEN THE TWO METALS. ALUMINUM ELEMENTS SHALL BE FASTENED AS PER ELEMENT MFR'S RECOMMENDATIONS FOR MARINE ENVIROMENTS. 14. ALL EXPOSED MOISTURE RESISTANT GYPSUM BOARD ASSEMBLIES SHALL HAVE LEVEL 4 FINISH, PER ASTM C840, UNLESS OTHERWISE NOTED. 15. ALL GYPSUM BOARD CORNERS, VERTICAL AND HORIZONTAL, TO RECEIVE METAL CORNER BEAD, UNLESS OTHERWISE NOTED. 16. THE GENERAL CONTRACTOR SHALL THOROUGHLY CLEAN ALL SURFACES, INCLUDING WINDOWS AND FRAMES, WITH APPROVED CLEANING AGENT TO REMOVE ALL DIRT AND DEBRIS PRIOR TO COMPLETION OF WORK. 17. COORDINATE LOCATIONS OF CONDUITS, NUMBER OF SLEEVES, AND ANY FIRE RATED MARINE GRADE PLYWOOD (PAINTED BLACK) THAT IS NECESSARY FOR EQUIPMENT WITH OWNER’S IT VENDOR. 18. ALL RECEPTACLE, LIGHT SWITCHES AND COVER PLATES SHALL BE WATERPROOF EXTERIOR GRADE CORROSION RESISTANT WITH GROUND IN THE TOP POSITION. COLOR TO BE STAINLESS STEEL. 19. THE GENERAL CONTRACTOR SHALL REVIEW ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR COORDINATION OF ALL LIGHTING & EQUIPMENT REQUIREMENTS. ANY INFORMATION SHOWN ONLY IN ONE LOCATION SHALL BE INTERPRETED AS BEING REQUIRED FOR BOTH. 20. REFERENCE ELEVATIONS FOR ORIENTATION OF WALL DEVICES (HORIZONTAL OR VERTICAL). IF NO ELEVATION IS PROVIDED, WALL DEVICES SHALL BE VERTICAL. 21. REFER TO TYPICAL MOUNTING HEIGHTS DRAWING, UNLESS OTHERWISE NOTED. MILLWORK BY CONTRACTOR ROOM NAME ROOM NUMBERXXX STORAGE DOOR AND FRAME SMART VENT 1540-510 FLOOD VENT. BOTTOM OF FLOOD VENT TO BE INSTALLED 6" ABOVE FINSIHED PIER DECKING. FV D# WALL CONSTRUCTION FIRE EXTINGUISHER CABINET REFER TO EGRESS PLAN FEC DUPLEX GROUND FAULT RECEPTACLE 18" AFF. TO CENTERLINE U.O.N. REFER TO ELECTRICAL DWGS. GFI DATA OUTLET 18" AFF. TO CENTERLINE U.O.N. REFER TO ELECTRICAL DWGS. A B C 1 2 3 4 5 18 A6.0 18 A6.0 7" 23' - 0" 23' - 0" 7" 1 3 ' - 0 1 /2 " 4 ' - 6 " 2 1 ' - 1 0 " 1 ' - 2 " 2 1 ' - 1 0 " 1 ' - 2 " 1 ' - 2 " 4 ' - 4 " 4 5 ' - 6 " 1 A6.0 1 A6.0 A5.0 16 1 1 1 /2 " 1 3 ' - 0 " 2 6 ' - 0 " 2 3 ' - 0 " 1 0 ' - 9 " 7 " 116 SF BAR STORAGE 104 1886 SF DINING 101 223 SF SCULLERY 106 96 SF STORAGE 105 79 SF STORAGE 107 62 SF MECHANICAL 103 52 SF ENTRY 100 2 0 ' - 0 " 5' - 6" 10' - 6" 101 103 105 106 106A 101A 101B 101F101E 101D 101C 8' - 10" 8' - 5 1/2" 7' - 0 1/2" 16' - 5 1/2" 6' - 0 1/2" 1 3 ' - 8 1 /2 " 1 7 ' - 6 1 /2 " 1' - 2" 21' - 10" 1' - 2" 21' - 10" 1' - 2" 4' - 4" 40' - 10" 4' - 4" 3 A6.0 3 A6.0 A5.0 7 A5.0 1 A5.0 9 ARTHUR KILL STRAIT 101G 101H A11.0 1 A4.0 1 E Q E Q 2' - 1 1/2" 4' - 10 1/2" 1' - 2" 15' - 0" 1' - 2" 15' - 0" 1' - 2" 4' - 10 1/2" 2' - 1 1/2" 9" 9" 7 " 7 " 1' - 0 1/2" 6 1 /2 " 1 0 " 131 SF BAR 102 FEC FV FV FV FVFVFVFVFV FV FV LINE OF SOFFIT ABOVE (TYP.) LINE OF PERGOLA ABOVE (TYP.) PERGOLA 101A OPEN ABOVE C1 C1 C1 C1 C1 C1 C3 A4.1 5 A4.1 16 A4.1 15 A4.1 12 A4.1 12 A4.1 16 A4.1 5 A4.1 5 A4.1 13 1 2A 1 2A 3 3 3 2A 3 C6 C6 C6 C6 C7 8 1 ' - 3 " + - V IF . FV 2A C8 EQ EQ A5.11 4 3 2 REFER TO ENLARGED PLAN FOR POWER & DATA LOCATIONS AT BAR AREA 107 3 ' - 1 " 1' - 9" 1' - 11" 8' - 4" 10' - 2 1/2" 15' - 4" 8' - 4" 1' - 11" 1' - 9" 3 ' - 1 " EQ EQ 5' - 0" 7' - 10" 3' - 7 1/2" 4' - 0" 4' - 0" 8' - 0" 1' - 4" A9.01 C3 A9.0 3 A9.0 7 6 104 FV 1 C2 REFER TO FOOD SERVICES DWGS. FOR EQUIP. LAYOUT & SCHEDULE. 2' - 6" 1" 1' - 9" 1 ' - 9 " 1 "2 ' - 6 " 1' - 9" 1" 2' - 6" A4.1 3 A4.1 4 A4.1 1 OPP SIM/OPP 3 6 A FF . 3 6 A FF . 3 6 A FF . 2' - 6" 3' - 0" 3' - 4" 1' - 0" 2' - 6" 10" 1' - 4" 2' - 0" 1' - 0" A5.1 7 8 5 6 C7 C7 C3 C3 3A 3A C4 C4 2' - 0" 2' - 0" 3' - 4" E Q E Q 4 ' - 6 " 1 ' - 4 " 2 ' - 0 " 1 ' - 0 " 6 " 1 ' - 2 " 6 ' - 1 1 1 /2 " 2' - 1" 11' - 6" 11' - 6" 14' - 4" 11' - 6" 16' - 2" 16' - 2" 1' - 0" EQ EQ 2 ' - 1 0 " DRN CHKDESCRIPTIONDATE PROJECT NO. SHEET NO. Copyright 2023 by DMRC CO - 306 184 NJ-BOARD OF PROFESSIONAL PLANNERS) - LI 01584 CT - 05438 NJ - AI 05526 NY - 013025-1 PA - RA - 13437-B NCARB NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS 777 Terrace Avenue, 6th Floor Hasbrouck Heights, New Jersey 07604 Tel 201 - 288 - 2600 [] Fax 201 - 288 - 2662 NOT VALID FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT LLOYD A. ROSENBERG NJ - AI 05526 KURT A. VIERHEILIG NJ - AI 17809 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R S C O N S U L T I N G DMR SCALE DWG www.dmrarchitects.com PROJECT PLOT DATE: 06/26/2023 BID SET JC/MD DG Key Plan GEOTECHNICAL & STRUCTURAL ENGINEER MEP ENGINEER FOOD SERVICE DESIGN CONSULTANT OR CHARD ROAD 1 0 0 H Q P A R K D R IV E PRADEEP KAPOOR NY - 042197 TRUE NORTHPROJECT NORTH 911 SPRINGFIELD ROAD, SUITE 2 UNION, NEW JERSEY 07083 44 ST. JOHN STREET GOSHEN, NEW YORK 845.360.5112 INFO@RRADESIGNS.COM 973.866.5374 INFO@KERIENGINEERING.COM FERNANDO ROBLEDO NY - 033804 JANET PINI NJ - AI 02102900 530 Chestnut Ridge Road Woodcliff Lake, New Jersey 07677 201.775.6000 | www.mgmclaren.com McLaren Technical Services, Inc. 6 /2 7 /2 0 2 3 2 :5 3 :2 7 P M C :\ U se rs \ m a rk d \ D o c u m e n ts \ R e v it \ 5 1 4 6 _ C a te re t_ P a v ili o n _ m a rk d 9 K 6 N 6 .r v t As indicated 6/27/2023 2:53:27 PM A1.0 PAVILION CONSTRUCTION / POWER PLAN CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 5146 CONSTRUCTION NOTES CONSTRUCTION PLAN LEGEND 35 1/4" = 1'-0" 1PAVILION CONSTRUCTION / POWER PLAN 4 C1 OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPES AND SCHEDULE SHEET AND SPECIFICATIONS FOR MORE INFORMATION. C2 316 STAINLESS STEEL LADDER ACCESS FOR ATTIC FLOOR UTILITY SPACES. C3 REINSTALL PORTION OF SALVAGED PIER GUARDRAIL WITHIN ROLL-UP SHUTTER OPENING. REFER TO GUARDRAIL DETAILS. C4 EXISTING RELOCATED GANGWAY RAMP, GUARDRAIL & RAILING TO BE MODIFIED TO ACHIEVE LEGNTH OF SPAN FROM EXISTING PIER TO PILE CAP ON LAND. MODIFY TO PROVIDE WIRE MESH INFILL PANELS WELDED TO EXISTING POSTS & GUARDRAILS. PROVIDE HADNRAIL EXTENSIONS & CAPS. C6 4" DIA. STORMWATER DOWNSPOUT TO MATCH EXTERIOR STANDING SEAM METAL PANEL COLOR & FINISH. PROVIDE COMMERCIAL GRADE HDPE BOOT THROUGH PIER DECKING/FRAMING. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION. C7 PROVIDE PRESSURE TREATED LUMBER MECHANICALLY FASTENED TO SIDE OF PIER TO ALIGN WITH OUTSIDE EDGE OF PAVILION WALL. REFER TO STRUCTURAL DRAWINGS. C8 LOCATION OF RELOCATED PIER BENCH TO BE ALIGNED WITH ADJACENT BENCHES. CONSTRUCTION KEY NOTES REV. DATE DESCRIPTION E9-3101 AS-3172 E9-3161 E9-3101 AS-3172 E9-3161 E9-3101 AS-3172 E9-3161 E9-3101 AS-3172 E9-3161 E9-3101 AS-3172 E9-3161 E9-3101 AS-3172 E9-3161 GFI G F I G F I E9-3101 E9-3161 AS-3178 E9-3101 E9-3161 AS-3178 E9-3101 E9-3161 AS-3178 E9-3101 E9-3161 AS-3178 G F I ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER A B C 1 2 3 4 5 18 A6.0 18 A6.0 1 A6.0 1 A6.0 5 " 1 3 ' - 0 " 3 1 /2 " 411 SF MECHANICAL LOFT 201 23' - 0" 23' - 0" 3 A6.0 3 A6.0 53 SF SPRINKLER ROOM 202 202 1 3 ' - 8 1 /2 " C5 C5 A9.0 3 3 ' - 6 " 2 ' - 6 " 1 1 1 /2 " C2 OPEN BELOW 8' - 11" 201 30' - 3 1/2" C9 C9 C9 C9 C9 C9 1B1B 1B 4B 4B 4B 3B 4A 4A 4B C9 MECHANICAL ACCESS 200 19' - 8" LIMIT OF 7'6" OVERHEAD CLEARANCE A4.1 6 OPEN BELOW A4.1 8 A4.1 6 OPP 3 ' - 0 " 5' - 0" 4A 12' - 0" C9 6 ' - 3 1 /2 " 8' - 6" 3' - 0" 1. SEE CUTTING AND PATCHING NOTES FOR EXISTING TO REMAIN ITEMS IMPACTED/UNCOVERED BY NEW CONSTRUCTION. 2. ARCHITECTURAL DATUM ELEVATION 0’-0” = TOP OF EXISTING TO REMAIN PIER DECKING, 8’-0”+/- (NAVD 88). 3. UNLESS OTHERWISE NOTED, VERTICAL DATUMS ARE GIVEN TO THE NOMINAL TOP OF FINISHED PIER DECKING, TOP OF ROOF DECK OR TOP OF PERIMETER BLOCKING. 4. UNLESS OTHERWISE NOTED, EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF SHEATHING BOARD AS APPLICABLE. SEE ALSO WALL SECTIONS. 5. UNLESS OTHERWISE NOTED, INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALLS AND PARTITIONS. 6. ALL PARTITION THICKNESSES ON FLOOR PLANS ARE NOMINAL, UNLESS OTHERWISE NOTED. SEE PARTITION TYPE FOR ACTUAL DIMENSIONS. 7. DIMENSIONS SHOWN FROM EDGE OF DOOR OPENINGS ARE FROM THE INSIDE EDGE OF THE FRAME UNLESS OTHERWISE NOTED. 8. ALL NEW DOOR OPENINGS SHALL CONFORM TO THE ACCESSIBILITY REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. 9. ALL DOOR OPENINGS SHALL BE LOCATED WITH A MINIMUM MANEUVERING CLEARANCE OF 18" ON PULL SIDE AND 12" ON PUSH SIDE WHEN BOTH A LATCH AND CLOSER ARE PROVIDED - UNLESS OTHERWISE NOTED (APPLICABLE TO LATCH SIDE ONLY) 10. GENERAL CONTRACTOR TO COORDINATE WITH THE DRAWINGS OF ALL TRADES AS WELL AS THE OWNER’S VENDORS FOR SECURITY, IT, TELECOM, FURNITURE, EQUIPMENT, ETC. AND PROVIDE BLOCKING AT ALL LOCATIONS AS REQUIRED. SEE ALSO FRAMING NOTES. 11. ALL WOOD SHEATHING SHALL BE 1/2" MARINE GRADE PLYWOOD, UNLESS OTHERWISE NOTED. 12. ALL WOOD FRAMING AND BLOCKING SHALL BE PRESSURE TREATED, UNLESS OTHERWISE NOTED. 13. ALL METAL FASTENERS SHALL BE OF 316 STAINLESS STEEL, UNLESS FASTENING ALUMINUM ELEMENTS OR UNLESS OTHERWISE NOTED. WHERE 316 STAINLESS STEEL FASTENERS ABUT BUT DO NOT FASTEN ALUMNINUM ELEMENTS, PROVIDE SEPERATION TAPE TO PREVENT CONTACT BETWEEN THE TWO METALS. ALUMINUM ELEMENTS SHALL BE FASTENED AS PER ELEMENT MFR'S RECOMMENDATIONS FOR MARINE ENVIROMENTS. 14. ALL EXPOSED MOISTURE RESISTANT GYPSUM BOARD ASSEMBLIES SHALL HAVE LEVEL 4 FINISH, PER ASTM C840, UNLESS OTHERWISE NOTED. 15. ALL GYPSUM BOARD CORNERS, VERTICAL AND HORIZONTAL, TO RECEIVE METAL CORNER BEAD, UNLESS OTHERWISE NOTED. 16. THE GENERAL CONTRACTOR SHALL THOROUGHLY CLEAN ALL SURFACES, INCLUDING WINDOWS AND FRAMES, WITH APPROVED CLEANING AGENT TO REMOVE ALL DIRT AND DEBRIS PRIOR TO COMPLETION OF WORK. 17. COORDINATE LOCATIONS OF CONDUITS, NUMBER OF SLEEVES, AND ANY FIRE RATED MARINE GRADE PLYWOOD (PAINTED BLACK) THAT IS NECESSARY FOR EQUIPMENT WITH OWNER’S IT VENDOR. 18. ALL RECEPTACLE, LIGHT SWITCHES AND COVER PLATES SHALL BE WATERPROOF EXTERIOR GRADE CORROSION RESISTANT WITH GROUND IN THE TOP POSITION. COLOR TO BE STAINLESS STEEL. 19. THE GENERAL CONTRACTOR SHALL REVIEW ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR COORDINATION OF ALL LIGHTING & EQUIPMENT REQUIREMENTS. ANY INFORMATION SHOWN ONLY IN ONE LOCATION SHALL BE INTERPRETED AS BEING REQUIRED FOR BOTH. 20. REFERENCE ELEVATIONS FOR ORIENTATION OF WALL DEVICES (HORIZONTAL OR VERTICAL). IF NO ELEVATION IS PROVIDED, WALL DEVICES SHALL BE VERTICAL. 21. REFER TO TYPICAL MOUNTING HEIGHTS DRAWING, UNLESS OTHERWISE NOTED. MILLWORK BY CONTRACTOR ROOM NAME ROOM NUMBERXXX STORAGE DOOR AND FRAME SMART VENT 1540-510 FLOOD VENT. BOTTOM OF FLOOD VENT TO BE INSTALLED 6" ABOVE FINSIHED PIER DECKING. FV D# WALL CONSTRUCTION FIRE EXTINGUISHER CABINET REFER TO EGRESS PLAN FEC DUPLEX GROUND FAULT RECEPTACLE 18" AFF. TO CENTERLINE U.O.N. REFER TO ELECTRICAL DWGS. GFI DATA OUTLET 18" AFF. TO CENTERLINE U.O.N. REFER TO ELECTRICAL DWGS. DRN CHKDESCRIPTIONDATE PROJECT NO. SHEET NO. Copyright 2023 by DMRC CO - 306 184 NJ-BOARD OF PROFESSIONAL PLANNERS) - LI 01584 CT - 05438 NJ - AI 05526 NY - 013025-1 PA - RA - 13437-B NCARB NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS 777 Terrace Avenue, 6th Floor Hasbrouck Heights, New Jersey 07604 Tel 201 - 288 - 2600 [] Fax 201 - 288 - 2662 NOT VALID FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT LLOYD A. ROSENBERG NJ - AI 05526 KURT A. VIERHEILIG NJ - AI 17809 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R S C O N S U L T I N G DMR SCALE DWG www.dmrarchitects.com PROJECT PLOT DATE: 06/26/2023 BID SET JC/MD DG Key Plan GEOTECHNICAL & STRUCTURAL ENGINEER MEP ENGINEER FOOD SERVICE DESIGN CONSULTANT OR CHARD ROAD 1 0 0 H Q P A R K D R IV E PRADEEP KAPOOR NY - 042197 TRUE NORTHPROJECT NORTH 911 SPRINGFIELD ROAD, SUITE 2 UNION, NEW JERSEY 07083 44 ST. JOHN STREET GOSHEN, NEW YORK 845.360.5112 INFO@RRADESIGNS.COM 973.866.5374 INFO@KERIENGINEERING.COM FERNANDO ROBLEDO NY - 033804 JANET PINI NJ - AI 02102900 530 Chestnut Ridge Road Woodcliff Lake, New Jersey 07677 201.775.6000 | www.mgmclaren.com McLaren Technical Services, Inc. 6 /2 7 /2 0 2 3 2 :5 3 :2 9 P M C :\ U se rs \ m a rk d \ D o c u m e n ts \ R e v it \ 5 1 4 6 _ C a te re t_ P a v ili o n _ m a rk d 9 K 6 N 6 .r v t As indicated 6/27/2023 2:53:29 PM A1.1 MECHANICAL LOFT CONSTRUCTION / POWER PLAN CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 5146 1/4" = 1'-0" 1MECHANICAL LOFT CONSTRUCTION / POWER PLAN CONSTRUCTION NOTES CONSTRUCTION PLAN LEGEND 35 4 C2 316 STAINLESS STEEL LADDER ACCESS FOR ATTIC FLOOR UTILITY SPACES. C5 316 STAINLESS STEEL GUARDRAIL 3'-6" HIGH AT ATTIC FLOOR UTILITY ACCESS. REFER TO GUARDRAIL DETAILS. C9 PROVIDE R13 3-1/2" BATT STONE WOOL INSULATION WITHIN WALL CAVITY AT MECHANICAL LOFT AND SPRINKLER ROOM UP TO UNDERSIDE OF ROOF DECK. CONSTRUCTION KEY NOTES REV. DATE DESCRIPTION ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER 1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ROOFING MANUFACTURER HOLDING THE WARRANTY AND MAINTENANCE CONTRACT PRIOR TO BIDDING TO DETERMINE SCOPE REQUIRED TO MAINTAIN EXISTING ROOF WARRANTY. 2. ALL WORK IS NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING OR EXISTING TO REMAIN. 3. ALL DIMENSIONS ARE TO EXTERIOR FACE OF WALLS, UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL VERIFY AND COORDINATE ROOFING, FLASHINGS AND EQUIPMENT SUPPORT AS REQUIRED WITH FINAL APPROVED HVAC EQUIPMENT SUBMITTALS TO PROVIDE A WATERTIGHT ROOF. ALL EQUIPMENT IS SHOWN SCHEMATICALLY. 5. PATCHING, FLASHINGS, REPAIRS AND TIE-INS TO EXISTING ROOF SHALL BE PROVIDED BY CONTRACTOR AND SUPERVISED BY THE ROOFING MANUFACTURER HOLDING THE WARRANTY AND MAINTENANCE CONTRACT AS REQUIRED TO MAINTAIN ROOF WARRANTY. 6. THE CONTRACTOR SHALL PROVIDE TEMPORARY ROOF PROTECTION BOARDS IN WORK AREAS, STORAGE AREAS AND PATHS OF TRANSPORT OF MATERIALS. REMOVE AND INSTALL AS NEEDED DURING ALL PHASES OF THE PROJECT. 7. ALL PERIMETER FIRE CONTAINMENT SYSTEMS, JOINT SYSTEMS, AND PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE STOPPED USING LISTED AND APPROVED FIRE STOP ASSEMBLIES. 8. ALL ROOF TERMINATIONS SHALL BE A MINIMUM 8" ABOVE THE ROOF SURFACE UNLESS OTHERWISE NOTED. 9. WHERE ROOF DECK IS SLOPED, PROVIDE PRESSURE TREATED BLOCKING AS REQUIRED TO SET ALL CURBS LEVEL. 10. ALL WOOD BLOCKING AND CURBS SHALL BE PRESSURE TREATED FOR EXTERIOR MARINE GRADE APPLICATIONS. 11. THICKNESS OF WOOD BLOCKING SHALL MATCH THICKNESS OF ADJOINING ROOF INSULATION UNLESS OTHERWISE NOTED. 12. ALL WET INSULATION WILL BE REJECTED. 13. ALL LOOSE FASTENERS, SCRAP MATERIALS AND DEBRIS SHALL BE REMOVED FROM THE ROOF DAILY. 14. COORDINATE PIPE AND CONDUIT PITCH POCKETS AND FLASHINGS WITH THE WORK OF OTHER TRADES, INCLUDING WORK SHOWN ON THE DRAWINGS OF OTHER TRADES. 15. CONTRACTOR SHALL PREVENT CONTAMINATION OF FOREIGN MATERIALS INTO GUTTERS, LEADERS AND PIPE VENTS. AFTER SUBSTANTIAL COMPLETION, THE CONTRACTOR SHALL CLEAN OUT ALL GUTTER AND LEADERS TO ENSURE FREE FLOW. 16. THE CONTRACTOR SHALL LEAVE THE ROOF IN WATERTIGHT CONDITION AT THE END OF EACH WORK SESSION. 17. MONITORING OF WEATHER CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIR, REPLACEMENT, AND/OR CLEANUP OF EXISTING TO REMAIN SUBSTRATES, BUILDING COMPONENTS, FINISHES, FURNISHINGS AND EQUIPMENT DAMAGED AS A RESULT OF WATER INFILTRATION INTO THE BUILDING DUE TO THE WORK. GLAZING TAG## ROOF SLOPE 6" / 12" EXTERIOR COMPOSITE PANEL SYSTEM WPS, INC. TRESPA / METEON PANELS ON ES-500 CONCEALED TRACK SYSTEM FINISH / COLOR: WOOD DECORS NW03 HARMONY OAK STAIN (REF. TO SPEC.) SS-1 CP-1 STANDING SEAM METAL PANEL WALL / ROOF SYSTEM ENGLERT S2000 FINISH/ COLOR: CHARCOAL GRAY KYNAR 500 COATING (REF. TO SPECS.) A B C 1 2 3 4 5 SL1 SL1 SL1 SL1 SL1 SL1 SL1 SL1 6" / 12" 6" / 12" SLOPESLOPE SKYLIGHT (TYP.) REFER TO GLAZING ELEVATION & DETAILS FACADE MOUNTED ILLUMINATED SIGNAGE. REFER TO ELECTRICAL DWGS. FOR POWER REQ. FACADE MOUNTED ILLUMINATED SIGNAGE. REFER TO ELECTRICAL DWGS. FOR POWER REQ. SS-1 CP-1 ENGLERT CLIP W/ FASTENERS (TYP.) ENGLERT S2000 ROOF PANEL SYSTEM 1-1/2" 316 STSTL. CORRIGATED DECKING STEEL BEAM REFER TO STRUCTURAL DWGS. CONTINUOUS AIR INFILTRATION BARRIER (AIB) 6" RIGID INSUL. BEARING PLATE CERTAINTEED 150F EXTERIOR / INTERIOR LINEAR METAL PANEL SOFFIT CEILING SYSTEM CERTAINTEED 150F CARRIER 8 " PRESSURE TREATED WOOD BEAM REFER TO STRUCTURAL DWGS. PRESSURE TREATED WOOD FRAMING REFER TO STRUCTURAL DWGS. .109" MIN. THK. 316 STSTL. ATTACHMENT BRACKET W/ 316 STSTL. FASTENERS 2" x 4" PRESSURE TREATED WOOD STUD @ 16" O.C. 1/2" MARINE GRADE PLYWOOD PRESSURE TREATED WOOD DOUBLE HEADER REFER TO STRUCTURAL DWGS. 1/2" CEMENT BOARD PORCELAIN TILE PRESSURE TREATED 2" x 10" WOOD CEILING JOISTS CERTAINTEED 150F WALL ANGLE TRIM TO MATCH FINISH OF CEILING SYSTEM (TYP.) SCHLUTER SCHIENE WALL TILE EDGE TRIM 316 STSTL. CERTAINTEED 150F CARRIER CERTAINTEED 150F EXTERIOR / INTERIOR LINEAR METAL PANEL SOFFIT CEILING SYSTEM .109" MIN. THK. 316 STSTL. ATTACHMENT BRACKET W/ 316 STSTL. FASTENERS 9'-0" CEILING HT. .109" MIN. THK. 316 STSTL. ATTACHMENT BRACKET W/ 316 STSTL. FASTENERS 1" 2 " INTEGRAL CARRIER SPLICE MAX 6" MAX 6" CONTINUOUS PRESSURE TREATED WOOD FRAMING REFER TO STRUCTURAL DWGS. FOR SPACING & 6" MAX FROM CARRIER SPLICES CERTAINTEED 150F CARRIER CERTAINTEED 150F EXTERIOR / INTERIOR LINEAR METAL PANEL SOFFIT CEILING SYSTEM 1' - 8" MAX ℄ ℄℄ DRN CHKDESCRIPTIONDATE PROJECT NO. SHEET NO. Copyright 2023 by DMRC CO - 306 184 NJ-BOARD OF PROFESSIONAL PLANNERS) - LI 01584 CT - 05438 NJ - AI 05526 NY - 013025-1 PA - RA - 13437-B NCARB NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS 777 Terrace Avenue, 6th Floor Hasbrouck Heights, New Jersey 07604 Tel 201 - 288 - 2600 [] Fax 201 - 288 - 2662 NOT VALID FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT LLOYD A. ROSENBERG NJ - AI 05526 KURT A. VIERHEILIG NJ - AI 17809 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R S C O N S U L T I N G DMR SCALE DWG www.dmrarchitects.com PROJECT PLOT DATE: 06/26/2023 BID SET JC/MD DG Key Plan GEOTECHNICAL & STRUCTURAL ENGINEER MEP ENGINEER FOOD SERVICE DESIGN CONSULTANT OR CHARD ROAD 1 0 0 H Q P A R K D R IV E PRADEEP KAPOOR NY - 042197 TRUE NORTHPROJECT NORTH 911 SPRINGFIELD ROAD, SUITE 2 UNION, NEW JERSEY 07083 44 ST. JOHN STREET GOSHEN, NEW YORK 845.360.5112 INFO@RRADESIGNS.COM 973.866.5374 INFO@KERIENGINEERING.COM FERNANDO ROBLEDO NY - 033804 JANET PINI NJ - AI 02102900 530 Chestnut Ridge Road Woodcliff Lake, New Jersey 07677 201.775.6000 | www.mgmclaren.com McLaren Technical Services, Inc. 6 /2 7 /2 0 2 3 2 :5 3 :3 1 P M C :\ U se rs \ m a rk d \ D o c u m e n ts \ R e v it \ 5 1 4 6 _ C a te re t_ P a v ili o n _ m a rk d 9 K 6 N 6 .r v t As indicated 6/27/2023 2:53:31 PM A2.0 ROOF PLAN & DETAILS CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 5146 ROOF NOTES 2ROOF PLAN LEGEND3 1/4" = 1'-0" 1ROOF PLAN1 1/2" = 1'-0" 4ROOF ASSEMBLY DETAIL 1 1/2" = 1'-0" 5CEILING HEADER DETAIL 1 1/2" = 1'-0" 6TYP. METAL PANEL CEILING DETAIL REV. DATE DESCRIPTION G F I ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER ROOM NUMBER CEILING TYPE CEILING HEIGHT FROM FINISH FLOOR EXP. EXPOSED CEILING 1. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE & SPECIFICATIONS. 2. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL UNIT SCHEDULE. 3. PROVIDE ACCESS PANELS IN METAL PANEL SOFFITS FOR ROLLING SHUTTERS. 4. PROVIDE ACCESS PANELS IN METAL PANEL CEILINGS FOR LED LIGHTING FIXTURE DRIVERS. 5. PROVIDE ACCESS PANELS FOR ILLUMINATED SIGNAGE. 6. PROVIDE BLOCKING FOR ALL LIGHTING FIXTURES. ROOM NAME XXX STORAGE WALL OR SOFFIT MOUNTED EXIT LIGHT GLAZING TAG## EH-1 WALL MOUNTED ELECTRIC HEATER, SEE ELECTRICAL DWGS. FOR MORE INFO. LVF-1 LOW VELOCITY FAN SEE ELECTRICAL DWGS. FOR MORE INFO. MP-1 EXTERIOR / INTERIOR LINEAR METAL PANEL CEILING / SOFFIT SYSTEM AT CEILING, SOFFIT & FASCIA CERTAINTEED 150F LINEAR METAL SOFFIT SYSTEM 11/16" THICK ALUMIUM 6" WIDE WOOD-LOOK FINISH/COLOR: NORTHWEST MOUNTAIN HEMLOCK (8486) (REF. TO SPEC.) CONTRACTOR TO PROVIDE EDGE TRIM AT ALL CORNERS, TERMINITIONS & TRANSITIONS. CP-1 EXTERIOR / INTERIOR COMPOSITE PANEL SYSTEM WPS, INC. TRESPA / METEON PANELS ON ES-500 316 STAINLESS STEEL CONCEALED TRACK SYSTEM FINISH / COLOR: WOOD DECORS NW03 HARMONY OAK STAIN (REF. TO SPEC.) SS-2 STANDING SEAM METAL PANEL SOFFIT SYSTEM ENGLERT SERIES B4000 FINISH/ COLOR: CHARCOAL GRAY KYNAR 500 COATING (REF. TO SPECS.) MP-2 EXTERIOR / INTERIOR METAL PANEL AT BEAM WRAP CERTAINTEED WOOD-LOOK FINISH/COLOR: NORTHWEST MOUNTAIN HEMLOCK (8486) (REF. TO SPEC.) GYP-1 5/8" MOISTURE RESISTANT TYPE C GYPSUM PANELS, PAINTED. SHERWIN WILLIAMS EXTRA WHITE SW7006 REFER TO 1 HOUR RATED WOOD FLOOR ASSEMBLY UL DESIGN L501 HDB-1 HYBRID ARCHITECTURAL DECORATIVE BEAM ELEMENT GEOLAM INC SOLEO 6040 2" X 6" @ 16" O.C. 316 STSTL. U-BRACKET FASTENER FINISH / COLOR: TEAK 1. CEILING INSTALLATION SHALL CONFIRM TO CISCA SEISMIC INSTALLATION ZONE 2 CATEGORY "C". EACH INDIVIDUAL FIXTURE AND ATTACHMENT WITH A WEIGHT OF 10 LBS OR LESS SHALL HAVE ONE 12 GAUGE HANGER WIRE SECURED TO THE STRUCTURE ABOVE. EACH FIXTURE WEIGHING MORE THAN 10 LB BUT LESS THAN 56 LBS. SHALL BE ATTACHED WITH (2) 12 GAUGE WIRES ATTACHED AT DIAGONAL CORNERS TO THE STRUCTURE ABOVE. ANY FIXTURE WEIGHING MORE THAN 56 LBS MUST BE SUPPORTED INDEPENDENTLY OF THE CEILING SUSPENSION SYSTEM. A. EXCEPTION: A. CEILING AREAS OF LESS THAN 144 SF WHERE THE SURROUNDING WALLS CONNECT DIRECTLY TO THE STRUCTURE. B. GYPSUM BOARD CONSTRUCTION ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING EXTENDING FROM WALL TO WALL. B. THE MAIN RUNNER/CROSS RUNNER INTERSECTIONS AND ALL GRID SPLICES MUST HAVE AN AVERAGE ULTIMATE TEST STRENGTH OF 60 LBS OR MORE IN BOTH TENSION AND COMPRESSION. THE TENSILE TEST MUST ALLOW FOR A 5 DEGREE OFFSET OF THE SPECIFIED IN ZONE 3-4 PROVISIONS. C. ALL PERIMETER CLOSURE ANGLES OR CHANNELS MUST PROVIDE A SUPPORT LEDGE OF APPROXIMATELY 7/8 INCH OR GREATER, AND ALL PERIMETER ENDS OF GRID MEMBERS MUST REST ON THE LEDGE OR MOLDING WITH AT LEAST 3/8 INCH CLEARANCE FROM AN EDGE OR WALL. REFER TO CISCA RECOMMENDATIONS FOR DIRECT HUNG ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS, SEISMIC ZONES 0-2, MAY 2004 FOR ADDITIONAL INFORMATION. D. REFER TO CISCA RECOMMENDATIONS FOR DIRECT HUNG LAY-IN PANEL CEILINGS, SEISMIC ZONES 0-2, MAY 2004 FOR COMPLETE INSTALLATION INFORMATION. 2. CEILING SUSPENSION SYSTEM IS TO CARRY ALL LOADS SUSPENDED FROM THE SYSTEM PLUS AN ADDITIONAL 200 LBS LOAD AT MIDSPAN. MIDSPAN DEFLECTION NOT TO EXCEED 1/360 OF THE SPAN. 3. ALL CEILING MOUNTED DEVICES, SPRINKLER HEADS, AND FIXTURES SHALL BE CENTERED ONTO AN INDIVIDUAL CEILING PANELS UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO COORDINATE LIGHTING FIXTURE MOUNTING/TRIM WITH SCHEDULED CEILING SYSTEMS. FOLLOW MANUFACTURER INSTRUCTIONS FOR MOUNTING & TRIM FOR SPECIFIC CEILING SYSTEM WHEN ORDERING LIGHTING COMPONENTS. 5. THE GENERAL CONTRACTOR SHALL REVIEW ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR COORDINATION OF ALL LIGHTING & EQUIPMENT REQUIREMENTS. ANY INFORMATION SHOWN ONLY IN ONE LOCATION SHALL BE INTERPRETED AS BEING REQUIRED FOR BOTH. SCRIBE CEILING MATERIALS CAREFULLY FOR A TIGHT FIT. 6. ENTIRE PROJECT TO BE FULLY SPRINKLERED. REFER TO FIRE PROTECTION DRAWINGS (FP-SERIES). LOCATE SPRINKLER HEADS IN CENTER OF CEILING PANELS OTHERWISE NOTED. SCRIBE CEILING MATERIALS CAREFULLY FOR A TIGHT FIT. ALIGN SPRINKLER HEADS WITH EACH OTHER IN BOTH NORTH/SOUTH AND EAST/WEST DIRECTIONS WHERE THEY OCCUR IN THE SAME SPACE. 7. REFER TO DRAWINGS FOR CEILING DETAILS. 8. CEILING HEIGHTS INDICATED ON REFLECTED CEILING PLANS ARE IN RELATION THE FINISH FLOOR BELOW THAT CEILING. WHERE A CEILING IS ABOVE MULTIPLE FINISH FLOOR LEVELS, THE CEILING HEIGHT INDICATED IS IN RELATION TO THE LOWEST FINISH FLOOR LEVEL BELOW THAT CEILING. A B C 1 2 3 4 5 18 A6.0 18 A6.0 1 A6.0 3 A6.0 3 A6.0 SCULLERY 106 STORAGE 105 BAR STORAGE 104 MECHANICAL 103 ENTRY 100 STORAGE 107 DINING 101 MP-1 8' - 0" MP-1 SLOPED CEILING SL1 SL1 SL1 SL1 SL1 SL1 SL1 SL1 MP-1 9' - 0" CP-1 9' - 0" CP-1 9' - 0" CP-1 9' - 0" PDL-1 9' - 3" 4 5 ' - 6 " 2 ' - 2 " 1 ' - 2 " 9 ' - 7 " 1 ' - 2 " 2 ' - 2 " 6 ' - 7 1 /2 " 4 ' - 0 " 7 ' - 2 1 /2 " 1 ' - 1 0 " 1 ' - 2 " 1 ' - 3 1 /2 " 7 ' - 2 1 /2 " 4 ' - 7 " 7 ' - 2 1 /2 " 1 ' - 7 " F F F FF A A A A A A A A A A A A A A A A A A A A A AAA AAA A AAA A EH1 EH1 EH1 EH1 EH1 EH1 EH1 EH1 EH1 EH1 EH1 EH1 EH1 EH1 LVF1 LVF1 EH1 E E E E E E G G G MP-2 D G E Q E Q EQ EQ 4' - 0 1/2" 6' - 0" 6' - 0" 3' - 10" 1' - 1" 3' - 10" 6' - 0" 6' - 0" 4' - 0 1/2" 4 ' - 4 1 /2 " 7 ' - 2 1 /2 " 4 ' - 3 1 /2 " 7 ' - 2 1 /2 " 4 ' - 3 1 /2 " E Q E Q EQ EQ EQ EQ 10' - 0 1/2" 6' - 0" 3' - 10" 12' - 3" 8' - 2" 8' - 2" 12' - 3" EQ EQ EQ EQ E Q E Q 4' - 4" 40' - 10" 4' - 4" 5 ' - 2 " 1 1 ' - 6 " 5 ' - 2 " 7 " 7 " 6 ' - 1 1 " 1 0 " 1 ' - 1 0 " 7 " 7 " 5 ' - 2 " 1 1 ' - 6 " 5 ' - 2 " 16' - 0 1/2" 3' - 10" E Q E Q E Q E Q 6 ' - 3 " A A A A EQ EQ E Q E Q 1 1 ' - 6 " 6 ' - 7 1 /2 " 1' - 2" 21' - 10" 1' - 2" 21' - 10" 1' - 2" TYP. 5 A2.0 E Q E Q 1 0 " 4 ' - 4 " 1 ' - 1 0 1 /2 " C GYP-1 7' - 11" GYP-1 7' - 11" GYP-1 7' - 11" GYP-1 7' - 11" CC E Q E Q 4' - 6" 7' - 5 1/2" 4' - 6" C C GG A 8 ' - 0 " 1 ' - 3 " 4 ' - 0 " 4 ' - 0 " 8 ' - 0 " B B B B A B B B B B B 1 1 ' - 6 " 5 ' - 9 " 5 ' - 9 " 1 1 ' - 6 " 5 ' - 9 " 1 ' - 0 1 /2 " 1 1 1 /2 " A B C 4 5 1 A6.0 3 A6.0 MECHANICAL LOFT 201 SPRINKLER ROOM 202 EXP. BOTT. OF DECK EXP. BOTT. OF DECK D D D E Q E Q EQ EQ 6 ' - 6 1 /2 " 3 ' - 7 " 10' - 6" 10' - 6" EXHAUST LOUVER. REFER TO MECHANICAL DWGS. EXHAUST LOUVER. REFER TO MECHANICAL DWGS. D D 23' - 0" 23' - 0" D 3 ' - 7 " SYMBOL I.D. FIXTURE TYPE A C D MANUFACTURER MODEL # B COMMENTS HEIGHT 10'-0" BOTT. OF FIXTURE E F LED COMPACT RECESSED DOWNLIGHT ADJUSTABLE LIGHT DISTRIBUTION BEGA MM55844-K3-BLK G 12" LED STEM SUSPENSION GLOBE LIGHT VISA LIGHTING CP2124-CAP-L30K/H-MVOLT-DBL/PTD-FRST-TH-OAHXX 4' LED SURFACE MOUNTED LIGHT 4' LED SUSPENDED LIGHT LED EXIT SIGN LED WALL MOUNT EXTERIOR LIGHT PERFORMANCE LIGHITNG LED SUSPENDED DECORATIVE STRINGLIGHT SYSTEM PRIMUS LIGHITNG ISOLATE PEERLESS ELECTRIC PEERLESS ELECTRIC AP2W-4-60-40K-A4-LA-S-C1-120-MV AP2W-4-60-40K-A4-LA-P-C1-120-MV HLX-EM-R-1-MB-SD M30-36-T3-AM-3K-UNV-0/10V-REM DSW-18-120V-S14/27/150-NA-TBK 2" 45 45 45 45 2" NOTE: HANGER WIRES "N" & "S" ARE IN THE SAME VERTICAL PLANE AS THE MAIN RUNNER. HANGER WIRES "E" & "W" ARE IN VERTICAL PLANES PERPENDICULAR TO THE MAIN RUNNER. TYPICAL BRACING POINT SHALL BE AT 12 FT. O.C. EACH WAY WITH THE FIRST POINT WITHIN 4 FT FROM EACH WALL. PER ASTM C635 AND C636 DRN CHKDESCRIPTIONDATE PROJECT NO. SHEET NO. Copyright 2023 by DMRC CO - 306 184 NJ-BOARD OF PROFESSIONAL PLANNERS) - LI 01584 CT - 05438 NJ - AI 05526 NY - 013025-1 PA - RA - 13437-B NCARB NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS 777 Terrace Avenue, 6th Floor Hasbrouck Heights, New Jersey 07604 Tel 201 - 288 - 2600 [] Fax 201 - 288 - 2662 NOT VALID FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT LLOYD A. ROSENBERG NJ - AI 05526 KURT A. VIERHEILIG NJ - AI 17809 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R S C O N S U L T I N G DMR SCALE DWG www.dmrarchitects.com PROJECT PLOT DATE: 06/26/2023 BID SET JC/MD DG Key Plan GEOTECHNICAL & STRUCTURAL ENGINEER MEP ENGINEER FOOD SERVICE DESIGN CONSULTANT OR CHARD ROAD 1 0 0 H Q P A R K D R IV E PRADEEP KAPOOR NY - 042197 TRUE NORTHPROJECT NORTH 911 SPRINGFIELD ROAD, SUITE 2 UNION, NEW JERSEY 07083 44 ST. JOHN STREET GOSHEN, NEW YORK 845.360.5112 INFO@RRADESIGNS.COM 973.866.5374 INFO@KERIENGINEERING.COM FERNANDO ROBLEDO NY - 033804 JANET PINI NJ - AI 02102900 530 Chestnut Ridge Road Woodcliff Lake, New Jersey 07677 201.775.6000 | www.mgmclaren.com McLaren Technical Services, Inc. 6 /2 7 /2 0 2 3 2 :5 3 :3 3 P M C :\ U se rs \ m a rk d \ D o c u m e n ts \ R e v it \ 5 1 4 6 _ C a te re t_ P a v ili o n _ m a rk d 9 K 6 N 6 .r v t As indicated 6/27/2023 2:53:33 PM A3.0 PAVILION & ATTIC REFLECTED CEILING PLAN & DETAILS CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 5146 REFLECTED CEILING PLAN LEGEND REFLECTED CEILING NOTES 1/4" = 1'-0" 1PAVILION REFLECTED CEILING PLAN1/4" = 1'-0" 3ATTIC REFLECTED CEILING PLAN 4 LIGHTING FIXTURE SCHEDULE 2 1 1/2" = 1'-0" 5SEISMIC CEILING DETAIL 6 REV. DATE DESCRIPTION G F I G F I GFI G F I GFI GFI GFI GFI GFI GFI GFI GFI ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER A4.0 2 A4.0 5 A4.07 A4.0 12 A4.0 8 A4.0 13 A4.011 10' - 6" 2 0 ' - 0 " 2 ' - 6 " 1 5 ' - 0 " 2 ' - 6 " 2 ' - 6 " 3 ' - 6 " 8 ' - 0 " 3 ' - 6 " 2 ' - 6 " 2' - 6" 3' - 6" 4' - 6 1/2" 7' - 6" 3' - 0" A4.0 6 3 A4.0 3 A4.0 3 A4.0 9 A4.0 4 A4.0 48 AFF. 48 AFF. 48 AFF. 48 AFF. 48 AFF. 48 AFF. 48 AFF. 48 AFF. A4.0 10 2' - 2" 3' - 10" 2' - 0" 6 ' - 6 " 1 ' - 0 " 1 ' - 0 " 6 ' - 6 " 2' - 2" 5' - 10 1/2" 6 " 6 " 6 " 2 ' - 6 " 2 ' - 6 " 6 " 6 " 6 " NOTE: REFER TO FOOD SERVICES DWGS. FOR BAR EQUIP. LAYOUT & SCHEDULE. 36 AFF. 36 AFF. 36 AFF. 36 AFF. 48 AFF. 36 AFF. 28 AFF.36 AFF. 14 A4.0 15 A4.0 14 A4.0 15 A4.0 1 1 /2 " 4' - 6 1/2" 1 ' - 0 " 3 ' - 6 " QTZ-1 OPPOSITE SIDE SIMILAR QTZ-1 14 A4.0 15 A4.0 3 ' - 6 " 1 1 /2 " 20' - 0" 3 A4.0 1' - 0" 11" QTZ-1 PT-1 18' - 1" 3 ' - 2 " UNDER BAR COAT HOOK SINGLE SEADOG LINE 67149-1 316 STAINLESS STEEL (TYP.) SCHLUTER ECK-E EDGE TRIM 316 STSTL. AT ALL OUTSIDE CORNERS OF BAR WHERE WALL TILE IS BEING USED (TYP.) SCHLUTER SCHIENE EDGE TRIM 316 STSTL. WHERE WALL TILE MEETS FLOOR (TYP.) 1 1 /2 " 10' - 6" 3 ' - 6 " 1' - 0"9' - 6" QTZ-1 PT-1 9' - 6" 3 ' - 2 " UNDER BAR COAT HOOK SINGLE SEADOG LINE 67149-1 316 STAINLESS STEEL (TYP.) SCHLUTER SCHIENE EDGE TRIM 316 STSTL. WHERE WALL TILE MEETS FLOOR (TYP.) SCHLUTER ECK-E EDGE TRIM 316 STSTL. AT ALL OUTSIDE CORNERS OF BAR WHERE WALL TILE IS BEING USED (TYP.) 1 1 /2 " 2' - 6" 15' - 0" 2' - 6" 1' - 0"1' - 0"11" 1' - 1" 3 A4.0 3 ' - 6 " 9 A4.0 QTZ-1 FRP-1 3 ' - 0 " 1 ' - 0 " 1 1 /2 " 3 ' - 6 " 6" 9 A4.0 FRP-1 3 ' - 0 "4 ' - 0 " QTZ-1 QTZ-1 QTZ-1 8' - 0" 6" 1 1 /2 " 2' - 6" 8' - 0" 1' - 0" 1' - 0" 3 ' - 6 " 3 A4.0 QTZ-1 FRP-1 7' - 6" 3 ' - 0 " PT-1 SCHLUTER ECK-E EDGE TRIM 316 STSTL. AT ALL OUTSIDE CORNERS OF BAR WHERE WALL TILE IS BEING USED (TYP.) SCHLUTER SCHIENE EDGE TRIM 316 STSTL. WHERE WALL TILE MEETS FLOOR (TYP.) 1 1 /2 " 1 1 /2 " 1 ' - 0 " 2' - 6" 11" 1' - 0" 3 ' - 6 " 2 ' - 1 0 " 3 ' - 6 " 2' - 6" 9 A4.0 QTZ-1 HDPE-1 QTZ-1 PT-1 QTZ-1 4 ' - 0 " 6" 7' - 0" 6" PT-1 QTZ-1 QTZ-1 8' - 0" SCHLUTER ECK-E EDGE TRIM 316 STSTL. AT ALL OUTSIDE CORNERS OF BAR WHERE WALL TILE IS BEING USED (TYP.) SCHLUTER SCHIENE EDGE TRIM 316 STSTL. WHERE WALL TILE MEETS FLOOR (TYP.) 1 1 /2 " 7' - 6" 3' - 0" 1 1 /2 " 1 1/2"1' - 0" 10' - 6" 3 ' - 6 " 2 ' - 1 0 " 3 A4.0 4 A4.0 QTZ-1 PT-1 3 ' - 2 " UNDER BAR COAT HOOK SINGLE SEADOG LINE 67149-1 316 STAINLESS STEEL (TYP.) 2 ' - 6 " QTZ-1 SCHLUTER ECK-E EDGE TRIM 316 STSTL. AT ALL OUTSIDE CORNERS OF BAR WHERE WALL TILE IS BEING USED (TYP.) SCHLUTER SCHIENE EDGE TRIM 316 STSTL. WHERE WALL TILE MEETS FLOOR (TYP.) 2" x 4" PRESSURE TREATED WOOD STUD @ 16" O.C. 1/2" MARINE GRADE PLYWOOD EACH SIDE PRESSURE TREATED BLOCKING (TYP.) QTZ-1 QUARTZ COUNTERTOP 1' - 1 1/4" 2' - 6" RECESSED COUNTERTOP SUPPORT BRACKET MODEL 'CENTER LEVERED BAR SUPPORT' 22" 16" OC. NOTE: ALL METAL RECESSED COUNTERTOP BRACKETS ARE AS MANUFACTURED BY CENTERLINE BRACKETS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3 ' - 6 " 1 1 /2 " CLARKDIETRICH 36" PONY WALL PW36 FRP-1 FRP WALL PANEL1/2" CEMENT BOARD PT-1 PORCELAIN TILE EXTERIOR BAR INTERIOR BAR 1' - 1 1/4" 2" x 4" PRESSURE TREATED WOOD STUD @ 16" O.C. 1/2" MARINE GRADE PLYWOOD BOTH SIDES HDPE-1 3/4" SOLID CORE HDPE MILLWORK PANEL W/ CONCEALED CLIPS QTZ-1 QUARTZ COUNTERTOP 1 ' - 0 " 3 ' - 6 " REFER TO FOOD SERVICE DWGS. FOR APPLIANCE TYPE & SELECTIONS 4 " 2' - 0" 6" 2' - 0" PRESSURE TREATED BLOCKING (TYP.) (3) 3/4" SOLID CORE HDPE MILLWORK PANEL SHELVES PROVIDE STSTL 316 DOWEL PINS. START DOWEL PINS 9" ABOVE BASE AND SET AT 3" O.C., TYP. QTZ-1 QUARTZ COUNTERTOP 3" RECESSED 3/4" HDPE MILLWORK BASE PANEL MONARCH METAL FABRICATION HEAVY DUTY MFSS CLIP 316 STSTL. FASTENERS TO BE 316 STSTL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS (TYP.) RECESSED COUNTERTOP SUPPORT BRACKET MODEL 'FRONT MOUNTING PLUS' 20" L X14" H 16" OC. PRESSURE TREATED BLOCKING (TYP.) NOTE: ALL METAL RECESSED COUNTERTOP BRACKETS ARE AS MANUFACTURED BY CENTERLINE BRACKETS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. CLARKDIETRICH 36" PONY WALL PW36 INTERIOR BACK BAR FRP-1 FRP WALL PANEL 2" x 4" PRESSURE TREATED WOOD STUD @ 16" O.C. 1/2" MARINE GRADE PLYWOOD EACH SIDE PRESSURE TREATED BLOCKING (TYP.) QTZ-1 QUARTZ COUNTERTOP NOTE: ALL METAL RECESSED COUNTERTOP BRACKETS ARE AS MANUFACTURED BY CENTERLINE BRACKETS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2 ' - 1 0 " 8 " 1 1 /2 " 2' - 6" RECESSED COUNTERTOP SUPPORT BRACKET MODEL 'CENTER LEVERED BAR SUPPORT' 22" 16" OC. CLARKDIETRICH 24" PONY WALL PW24 EXTERIOR BAR INTERIOR BAR FRP-1 FRP WALL PANEL 1/2" CEMENT BOARD PT-1 PORCELAIN TILE 1' - 1 1/4" 1' - 1 1/4" 3' - 0" 5' - 0" 2' - 6" 1' - 0"1' - 0" 3 ' - 6 " 2 ' - 1 0 " 1 1 /2 " 1 1 /2 " 1 1/2" QTZ-1 FRP-1 3 A4.0 4 A4.0 2 ' - 4 " 3 ' - 0 " PT-1 SCHLUTER ECK-E EDGE TRIM 316 STSTL. AT ALL OUTSIDE CORNERS OF BAR WHERE WALL TILE IS BEING USED (TYP.) SCHLUTER SCHIENE EDGE TRIM 316 STSTL. WHERE WALL TILE MEETS FLOOR (TYP.) 2" x 4" PRESSURE TREATED WOOD STUD @ 16" O.C. 1/2" MARINE GRADE PLYWOOD BOTH SIDES QTZ-1 QUARTZ COUNTERTOP PRESSURE TREATED BLOCKING (TYP.) CLARKDIETRICH 36" PONY WALL PW36 QTZ-1 QUARTZ VENEER FRP-1 FRP WALL PANEL 2" x 4" PRESSURE TREATED WOOD STUD @ 16" O.C. 1/2" MARINE GRADE PLYWOOD BOTH SIDES HDPE-1 3/4" SOLID CORE HDPE MILLWORK PANEL W/ CONCEALED CLIPS QTZ-1 QUARTZ COUNTERTOP MONARCH METAL FABRICATION HEAVY DUTY MFSS CLIP 316 STSTL. FASTENERS TO BE 316 STSTL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS (TYP.) PRESSURE TREATED BLOCKING (TYP.) CLARKDIETRICH 36" PONY WALL PW36 QTZ-1 QUARTZ VENEER DRN CHKDESCRIPTIONDATE PROJECT NO. SHEET NO. Copyright 2023 by DMRC CO - 306 184 NJ-BOARD OF PROFESSIONAL PLANNERS) - LI 01584 CT - 05438 NJ - AI 05526 NY - 013025-1 PA - RA - 13437-B NCARB NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS 777 Terrace Avenue, 6th Floor Hasbrouck Heights, New Jersey 07604 Tel 201 - 288 - 2600 [] Fax 201 - 288 - 2662 NOT VALID FOR BUILDING UNLESS SIGNED AND SEALED BY ARCHITECT LLOYD A. ROSENBERG NJ - AI 05526 KURT A. VIERHEILIG NJ - AI 17809 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS A R C H I T E C T U R E P L A N N I N G E N G I N E E R I N G I N T E R I O R S C O N S U L T I N G DMR SCALE DWG www.dmrarchitects.com PROJECT PLOT DATE: 06/26/2023 BID SET JC/MD DG Key Plan GEOTECHNICAL & STRUCTURAL ENGINEER MEP ENGINEER FOOD SERVICE DESIGN CONSULTANT OR CHARD ROAD 1 0 0 H Q P A R K D R IV E PRADEEP KAPOOR NY - 042197 TRUE NORTHPROJECT NORTH 911 SPRINGFIELD ROAD, SUITE 2 UNION, NEW JERSEY 07083 44 ST. JOHN STREET GOSHEN, NEW YORK 845.360.5112 INFO@RRADESIGNS.COM 973.866.5374 INFO@KERIENGINEERING.COM FERNANDO ROBLEDO NY - 033804 JANET PINI NJ - AI 02102900 530 Chestnut Ridge Road Woodcliff Lake, New Jersey 07677 201.775.6000 | www.mgmclaren.com McLaren Technical Services, Inc. 6 /2 7 /2 0 2 3 2 :5 3 :3 7 P M C :\ U se rs \ m a rk d \ D o c u m e n ts \ R e v it \ 5 1 4 6 _ C a te re t_ P a v ili o n _ m a rk d 9 K 6 N 6 .r v t As indicated 6/27/2023 2:53:37 PM A4.0 ENLARGED BAR AREA PLAN, ELEVATIONS & SECTION DETAILS CARTERET PIER PAVILION WATERFRONT PARK 200 MIDDLESEX AVENUE BLOCK 201 LOT 4 CARTERET, NEW JERSEY 07008 5146 1/2" = 1'-0" 1PAVILION BAR ENLARGED PLAN 1/2" = 1'-0" 13BACK BAR SIDE ELEV. 1/2" = 1'-0" 2BAR EXTERIOR FRONT ELEVATION 1/2" = 1'-0" 5BAR EXTERIOR SIDE ELEVATION 1/2" = 1'-0" 7BAR INTERIOR REAR ELEVATION1/2" = 1'-0" 12BACK BAR FRONT ELEV. 1/2" = 1'-0" 8BAR INTERIOR SIDE ELEVATION 1/2" = 1'-0" 11BACK BAR REAR ELEVATION 1/2" = 1'-0" 6BAR EXTERIOR OTHER SIDE ELEVATION 1 1/2" = 1'-0" 3TYP. BAR SECTION DETAIL1 1/2" = 1'-0" 9BACK BAR SECTION DETAIL 1 1/2" = 1'-0" 4ACCESSIBLE BAR SECTION DETAIL 1/2" = 1'-0" 10BAR INTERIOR SIDE ELEVATION 1 1/2" = 1'-0" 14BACK BAR SECTION DETAIL1 1/2" = 1'-0" 15BACK BAR SECTION DETAIL REV. DATE DESCRIPTION WP W P GFI WP G F I W P ARTHUR KILL STRAIT CARTERET PIER PAVILION EXISTING PIER A 1 COLUMN GRIDS A, B &C AT PERGOLA SIMILAR STEEL COLUMN SEE STRUCTURAL DWGS. 2X PRESSURE TREATED WOOD BLOCKING G A P M IN . 5 / 1 6 " G A P M IN . 5 / 1 6 " HORIZONTAL TRACK SYSTEM BEYOND 316 STSTL. (TYP.) 1 1 1 /2 " 11 1/2" E Q E Q EQ EQ FIXING POINT 8/32" X 3/4" 316 STSTL. SCREWS (TYP.) PANEL SYSTEM: WPS, INC. TRESPA / METEON 5/16" THICK EXTERIOR COMPOSITE PANEL OVER ES-500 1" 316 STSTL. CONCEALED TRACK SYSTEM OR APPROVED EQUAL, TYP. (2) LAYERS 1/2" MARINE GRADE PLYWD 1/4" NOM. WD FURRING STRIPS @ 12" OC MAX AS REQ TO PROVIDE FLUSH SURFACE FOR PLYWD A 2 8" 1' - 3 1/2" 5 /1 6 " ALUM. DOOR & FRAME REFER TO DOOR TYPE & SCHEDULE SHEET& SPECS. FOR MORE INFO. COLUMN C/2 CONDITION SIMILAR/OPPOSITE 5 /1 6 " 6 " 1' - 11 1/2" EXTERIOR WALL TYPE '6' PANEL SYSTEM: WPS, INC. TRESPA / METEON 5/16" THICK EXTERIOR COMPOSITE PANEL OVER ES-500 1" 316 STSTL. CONCEALED TRACK SYSTEM OR APPROVED EQUAL ROLL-UP SHUTTER STEEL POST & GUIDE. REFER TO MANUFACTURER'S INSTALLATION GUIDE. PANEL SYSTEM MFR'S 316 STSTL. TRACK SYSTEM OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPE, SCHEDULE SHEET & SPECS. FOR MORE INFO. PANEL SYSTEM MFR'S 316 STSTL ATTACHMENT CLIPS & FASTENERS STEEL COLUMN, SEE STRUCTURAL DWGS. 1/2" MARINE GRADE PLYWD 1/4" NOM. WD FURRING STRIPS @ 12" OC MAX AS REQ TO PROVIDE FLUSH SURFACE FOR PLYWD E Q E Q 5 /1 6 " 5 /1 6 " 1 1 1 /2 " 5/16" 5/16" 8" 9" 6 " A11.0 3 CONT WEATHER BARRIER CONT SEALANT & BACKERROD JOINT BOTH SIDES 5" PRESSURE TREATED WD 2X4 FRAMING A 3 PANEL SYSTEM: WPS, INC. TRESPA / METEON 5/16" THICK EXTERIOR COMPOSITE PANEL OVER ES-500 1" 316 STSTL. CONCEALED TRACK SYSTEM OR APPROVED EQUAL, TYP. ROLL-UP SHUTTER STEEL POST & GUIDE. REFER TO MANUFACTURER'S INSTALLATION GUIDE. PANEL SYSTEM MFR'S 316 STSTL. TRACK SYSTEM OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPE, SCHEDULE SHEET & SPECS. FOR MORE INFO. PANEL SYSTEM MFR'S 316 STSTL ATTACHMENT CLIPS & FASTENERS STEEL COLUMN, SEE STRUCTURAL DWGS. OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPE & SCHEDULE SHEET & SPECS. FOR MORE INFO. 2' - 3" 8" 9" 10 1/2" 1 1 1 /2 " 1/2" MARINE GRADE PLYWD 1/4" NOM. WD FURRING STRIPS @ 12" OC MAX AS REQ TO PROVIDE FLUSH SURFACE FOR PLYWD CONT SEALANT & BACKERROD JOINT BOTH SIDES OF EA ROLL UP SHUTTER GUIDE PARTITION TYPE '2A', (3) SIDES 5/16" GAP MIN 1 " 5 /1 6 " GAP MIN 5/16" E Q E Q 2 11 1/2" 1 ' - 1 0 " 1 0 1 /2 " 5 1 /2 " 9 " 5 1 /2 " 7 " 5 / 1 6 " 5 /1 6 " 5 /1 6 " 5 / 1 6 " 5 /1 6 " PANEL SYSTEM MFR'S 316 STSTL ATTACHMENT CLIPS & FASTENERS PANEL SYSTEM MFR'S 316 STSTL. TRACK SYSTEM CONT WEATHER BARRIER WPS, INC. TRESPA / METEON 5/16" THICK EXTERIOR COMPOSITE PANEL OVER ES-500 1" 316 STSTL. CONCEALED TRACK SYSTEM OR APPROVED EQUAL PRESSURE TREATED CONT 1X WOOD BLOCKING OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPE, SCHEDULE SHEET & SPECS. FOR MORE INFO. ROLL-UP SHUTTER STEEL POST & GUIDE. REFER TO MFR'S INSTALLATION GUIDE. 1/2" MARINE GRADE PLYWD (TYP.) PARTITION TYPE '2A' (3) SIDES 5 3 /4 " 5 /1 6 " ℄ EQ EQ EXTERIOR WALL TYPE '6' A 4 PARTITION TYPE '2A' ROLL-UP SHUTTER STL POST & GUIDE. REFER TO MFR'S INSTALLATION GUIDE. OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPE, SCHEDULE SHEET & SPECS. FOR MORE INFO. A4.1 9 1' - 7" 9 3 /4 " 3 ' - 5 " 9" 2 ' - 1 " 3 ' - 5 " A11.0 12 2' - 5 3/4" 5 /1 6 " G A P T Y P PARTITION TYPE '2A' STL COLUMN, SEE STRUCT DWGS EXTERIOR WALL TYPE '7D' EXTERIOR WALL TYPE '7A' RECESSED FIRE EXTINGUSHER CABINET DOOR & FRAME AS SCHEDULED ALIGN E Q E Q ℄ 1 ' - 1 " 1 ' - 1 " CONTINUOUS WEATHER BARRIER, EXTEND 3" MIN INTO DOOR OPENING ROLL-UP SHUTTER STEEL POST & GUIDE. REFER TO MFR'S INSTALLATION GUIDE. OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DR TYPE, SCHEDULE SHEET & SPECS. FOR MORE INFO. STANDING SEAM METAL PANEL WALL / ROOF SYSTEM, BASIS OF DESIGN ENGLERT SERIES S2000 METAL PANEL WALL SYS MFR'S JAMB DETAIL CONT 3/8" SEALANT & BACKERROD JOINT 1/2" MARINE GRADE PLYWD SHEATHING CONT SEALANT & BACKERROD JOINT 1/2" MARINE GR PLYWD PANEL SYSTEM: WPS, INC. TRESPA / METEON 5/16" THICK EXTERIOR COMPOSITE PANEL OVER ES-500 1" 316 STSTL. CONCEALED TRACK SYSTEM OR APPROVED EQUAL, TYP. PANEL SYSTEM MFR'S 316 STSTL. TRACK SYSTEM PANEL SYSTEM MFR'S 316 STSTL ATTACHMENT CLIPS & FASTENERS 2X4 WD FRAMING @ 16" OC MAX C 3 PANEL SYSTEM: WPS, INC. TRESPA / METEON 1/2" THICK EXTERIOR COMPOSITE PANEL OVER ES-500 1" 316 STSTL. CONCEALED TRACK SYSTEM OR APPROVED EQUAL, TYP. ROLL-UP SHUTTER STEEL POST & GUIDE. REFER TO MANUFACTURER'S INSTALLATION GUIDE. PANEL SYSTEM MFR'S 316 STSTL. TRACK SYSTEM OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPE, SCHEDULE SHEET & SPECS. FOR MORE INFO. PANEL SYSTEM MFR'S 316 STSTL ATTACHMENT CLIPS & FASTENERS STEEL COLUMN, SEE STRUCTURAL DWGS. OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPE & SCHEDULE SHEET & SPECS. FOR MORE INFO. 1' - 11 1/2" 8"9"7" 1 1 1 /2 " 1/2" MARINE GRADE PLYWD 1/4" NOM. WD FURRING STRIPS @ 12" OC MAX AS REQ TO PROVIDE FLUSH SURFACE FOR PLYWD CONT SEALANT & BACKERROD JOINT BOTH SIDES OF EA ROLL UP SHUTTER GUIDE PARTITION TYPE '2A', (3) SIDES 5/16"5/16" E Q E Q EXISTING GUARDRAIL REINSTALLED, SEE DEMO PLAN & GUARDRAIL ELEVATIONS EXISTING GUARDRAIL REINSTALLED, SEE DEMO PLAN & GUARDRAIL ELEVATIONS B 2 1 ' - 9 1 /2 " 5 1 /2 " 9 " 7 " 11 1/2" 5 /1 6 " 5 /1 6 " EQEQ PANEL SYSTEM MFR'S 316 STSTL ATTACHMENT CLIPS & FASTENERS PANEL SYSTEM MFR'S 316 STSTL. TRACK SYSTEM CONT WEATHER BARRIER WPS, INC. TRESPA / METEON 1/2" THICK EXTERIOR COMPOSITE PANEL OVER ES-500 1" 316 STSTL. CONCEALED TRACK SYSTEM OR APPROVED EQUAL PRESSURE TREATED CONT 1X WOOD BLOCKING OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPE, SCHEDULE SHEET & SPECS. FOR MORE INFO. ROLL-UP SHUTTER STEEL POST & GUIDE. REFER TO MFR'S INSTALLATION GUIDE. 1/2" MARINE GRADE PLYWD (TYP.) PARTITION TYPE '2A' (3) SIDES OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPE, SCHEDULE SHEET & SPECS. FOR MORE INFO. C 4 ROLL-UP SHUTTER STL POST & GUIDE. REFER TO MFR'S INSTALLATION GUIDE. OVERHEAD ROLL-UP SHUTTER W/ CLEAR POLYCARBONATE WINDOW INSERTS. REFER TO DOOR TYPE, SCHEDULE SHEET & SPECS. FOR MORE INFO. 1' - 7"9" PARTITION TYPE '2A' ALIGN A4.1 9 EXISTING GUARDRAIL TO BE REINSTALLED, SEE DEMO PLAN & GUARDRAIL ELEVATIONS 1 0 " 3 1 /2 " 2' - 5 5/8" 1' - 2 1/2" PARTI