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HomeMy WebLinkAboutResolution 06-25RECORD OF RESOLUTIONS BARRETT BROTHERS - DAYTON, OHIO Form 6301 Resolution No.___06-25 Passed ; ACCEPTING THE LOWEST AND BEST BID FOR THE DUBLIN COMMUNITY RECREATION CENTER PHASE I RENOVATION PROJECT WHEREAS, formal advertising and competitive bidding procedures have been conducted, pursuant to Section 8.04 of the Revised Charter, for the Dublin Community Recreation Center Phase I Renovation Project WHEREAS, Council has determined the base bid in the amount of $1,169,292.00 submitted by Ruscilli Construction to be the lowest and best bid. NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Dublin, State of Ohio, T of the elected members concurring, that: Section 1. The base bid in the amount of $1,169,292.00 submitted by Ruscilli Construction is hereby accepted. Section 2. The City Manager is hereby authorized to enter into contracts with Ruscilli Construction for the performance and completion of the Dublin Community Recreation Center Phase I Renovation Project pursuant to the Advertisement, Proposal and Contract Documents for said Project on file in the Department of Parks and Recreation. Section 3. This Council further hereby authorizes and directs the City Manager, the Director of Law, the Director of Finance, the Clerk of Council, or other appropriate officers of the City to prepare and sign all other agreements and instruments and to take any other actions as may be necessary to implement this Resolution and complete the work for this Project. Section 4. This Resolution shall take effect and be in force upon passage in accordance with Section 4.04(a) of the Revised Charter. Passed this LIF day of 4+ , 2025 MAB Mayor — Presiding Officer To: Members of Dublin City Council From: Megan D. O’Callaghan, P.E., City Manager Date: January 21, 2025 Initiated By: Matt Earman, Director of Parks and Recreation Brian Ashford, Director of Fleet and Facilities Tracey Gee, Director of Recreation Services Kelly Rigano, Recreation Administrator Re: Resolution 06-25 - Accepting the Lowest and Best Bid for the Dublin Community Recreation Center Phase I Renovation Project Summary On December 20, 2024, eleven bids were received and publicly opened for the Dublin Community Recreation Center Phase I Renovation Project. This phase focuses on renovating the existing Teen Lounge and Senior Lounge areas. Attached are renderings of the proposed designs for each area. Once completed, these spaces will be rebranded and enhanced to offer increased services, providing greater access for multiple generations, new program offerings, and more drop-in activities. According to the City's 2023 Parks and Recreation Master Plan, renovation of the Dublin Community Recreation Center (DCRC) is a priority. Although this phase of the renovation focuses on the two identified areas, planning for future improvements and phasing continues. Following a thorough review of all bids received, staff determined that Ruscilli Construction's bid of $1,169,292.00 is the lowest and best bid, approximately 38 percent under the original project cost estimation of $1,900,000. The following is a summary of bids evaluated by staff: Bidder Bid as Read Bid as Read Over (+) or Under (-) Engineer's Estimate Variance from Apparent Low Bidder Robertson Construction $1,149,000.00 - Ruscilli Construction $1,169,292.00 -38.45% $20,292.00 Hanlin Rainaldi Construction $1,174,417.00 -38.19% $25,417.00 Lehman Daman $1,189,800.00 -37.38% $40,800.00 Miles-McLellan Construction $1,299,000.00 -31.63% $150,000.00 Equity Construction Solutions $1,325,000.00 30.26% $176,000.00 Pepper Construction $1,410,000.00 -25.79% $261,000.00 Setterlin Construction $1,426,000.00 -24.95% $277,000.00 Wolf Creek Construction $1,511,232.70 -20.46% $362,232.70 Altman Construction $2,100,000.00 10.52% $951,000.00 Black Bronco Construction $2,150,000.00 13.15% $1,001,000.00 Office of the City Manager 5555 Perimeter Drive • Dublin, OH 43017-1090 Phone: 614-410-4400 • Fax: 614-410-4490 Memo Memo re. Resolution 06-25 – Accepting the Lowest and Best Bid for the Dublin Community Recreation Center Phase I Renovation Project January 21, 2025 Page 2 of 2 Staff acknowledges Robertson Construction’s bid is $20,292.00 less than Ruscilli Construction’s bid, a difference of 1.75%. However, after evaluation of both bids as outlined in the bid documents, staff determined Ruscilli Construction’s bid is the lowest and best bid. A critical factor in the evaluation was the proposed project schedule each bidder was obligated to provide. Project scheduling is key to this project as a priority element of the project is to limit disruption of the services provided to Dublin residents at the DCRC. Ruscilli’s bid was determined to be the lowest and best because its proposed schedule showed a timeline that was six-weeks shorter than the schedule proposed by Robertson. This will reduce disruption to programming and public access. This schedule variance is considered significant enough to outweigh the cost difference. Ruscilli also generally scored higher on such criteria as project staffing and general understanding of, and interest in, the project. It has successfully completed previous projects for the City and demonstrated the necessary experience and capabilities to complete this project to a high standard. Therefore, despite the higher bid price, Ruscilli’s proposal is deemed the lowest and best bid based on the overall project requirements and priorities. Pending the approval of this Resolution, the project is set to begin in early February and is expected to be completed by mid-July 2025. The renovation is funded through the remaining funds from the American Rescue Plan Act (ARPA). The City received $3,000,000 from the ARPA, with $628,142.36 invested in new and upgraded fitness equipment and design costs for renovations at the DCRC. After the funds for this Phase I Renovation Project are expended, a remaining balance of $1,202,565.64 will be available from the allocation to support future renovations. This balance is in addition to the 2025 capital budgeted funds of $6,295,000. Recommendations for the use of these funds for the next phase(s) will be presented to City Council at an upcoming meeting. Recommendation Staff has thoroughly reviewed Ruscilli Construction's bid and determined it to be the lowest and best bid for this project. Staff recommends approval of Resolution 06-25 – Accepting the Lowest and Best Bid for the Dublin Community Recreation Center Phase I Renovation Project and authorizing the City Manager to enter into a contract with Ruscilli Construction for this project. Teen Lounge Concept (to be re-branded/re-named) Senior Lounge Concept (to be re-branded/re-named) PROJECT LOCATION: 5600 POST RD DUBLIN, OH 43017 TEEN LOUNGE PROJECT LOCATION SENIOR CENTER PROJECT LOCATION GENERAL G0.00 COVER SHEET G0.10 ARCHITECTURAL STANDARDS & GENERAL NOTES G0.20 ADA STANDARDS G0.40 CODE ANALYSIS ARCHITECTURE A1.00 FIRST FLOOR DEMOLITION PLAN A2.00 FIRST FLOOR CONSTRUCTION PLAN A2.50 ROOF PLAN A3.00 EXTERIOR ELEVATIONS & BUILDING SECTIONS A4.00 WALL SECTIONS A5.00 BUILDING DETAILS A6.00 DOOR & WINDOW SCHEDULES & DETAILS A7.00 FIRST FLOOR RCP A8.00 FIRST FLOOR FINISH PLAN A9.00 INTERIOR ELEVATIONS A9.10 MILLWORK DETAILS A9.11 MILLWORK DETAILS STRUCTURE S0.01 GENERAL NOTES S0.02 GENERAL NOTES & SPECIAL INSPECTIONS S1.00 PLANS S2.01 SECTIONS FIRE PROTECTION FP0.00 FIRE PROTECTION GENERAL INFORMATION FP2.00 FIRST FLOOR FIRE PROTECTION CONSTRUCTION PLANS PLUMBING P0.00 PLUMBING GENERAL INFORMATION P1.00 FIRST FLOOR PLUMBING DEMOLITION PLANS PW2.00 FIRST FLOOR PLUMBING WASTE & VENT CONSTRUCTION PLANS PS2.00 FIRST FLOOR PLUMBING SUPPLY PLANS MECHANICAL M0.00 MECHANICAL GENERAL INFORMATION M1.00 FIRST FLOOR MECHANICAL DEMOLITION PLANS M2.00 FIRST FLOOR MECHANICAL CONSTRUCTION PLANS ELECTRICAL E0.00 ELECTRICAL GENERAL INFORMATION E1.00 FIRST FLOOR ELECTRICAL DEMOLITION PLANS E2.00 FIRST FLOOR ELECTRICAL CONSTRUCTION PLANS E6.00 ELECTRICAL SINGLE LINE DIAGRAM E7.00 ELECTRICAL PANEL SCHEDULES SHEET INDEX VICINITY MAP OWNER: MSA DESIGN 15 W. CHERRY ST. SUITE 300 COLUMBUS, OH 43212 (T): (513) 241-5666 www.msaarch.com ARCHITECT: This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN DRAWING TITLE: PROJECT NO.11/15/2024 11:18:36 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtDUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017G0.00 CITY OF DUBLIN DUBLIN COMMUNITY RECREATION CENTER - PHASE 1 5600 POST RD, DUBLIN, OH 43017 5555 PERIMETER DR DUBLIN, OH 43017 (T): (614) 410-4400 www.dublinohiousa.gov CITY OF DUBLIN MEP ENGINEER: MOTZ ENGINEERING 4182 WORTH AVE #I-115 COLUMBUS, OH 43219 (T): (614) 564-9773 www.motzengineering.com STRUCTURAL ENGINEER: SCHAEFER 937 W 3RD AVE COLUMBUS, OH 43212 (T): (614) 428-4400 www.schaefer-inc.com BID/PERMIT SET - 11/12/24 CITY OF DUBLINCOVER SHEET 24313.00 1" = 40'-0" PROJECT SCOPE PLAN NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET SPOT ELEVATION +0' - 0"SPOT ELEVATION ROOM NAME ROOM NUMBER DOOR NUMBER A101 1 1 1 1 A101 1 Ref 1 Ref1 Ref1 Ref VIEW NUMBER SHEET NUMBER EXTERIOR ELEVATIONS INTERIOR ELEVATIONS 1 VIEW NAME 1/8" = 1'-0"A101 VIEW TITLE SECTION/DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER Z.9 COLUMN GRID 01 REVISION TEXT NOTE W/ LEADER X1 A 1 A FIRE / SMOKE RATING PARTITION MODIFIER PARTITION TYPE PARTITION CONFIGURATION WALL TAG NORTH ARROW DRAWING KEYNOTE ? 101A ROOM NAME101 1 A101 SIM A101 1 SIM CONCRETE MASONRY UNIT (CMU) BRICK VENEER CONCRETE EARTH SOLID WOOD GRANULAR FILL PLYWOOD SUBSTRATE RIGID INSULATION METAL - STEEL METAL - ALUMINUM GYPSUM BOARD BLANKET/BATT INSULATION Z.9 Z.9Z.9 9'-6"10'-0"8'-0"14'-0"A101 1 Ref 1 Ref1 Ref1 Ref X1 A 1 A X1 A 1 A X1 A 1 A X1 A 1 A 1. 2. 3. 4. 5. 6. 7. 8. DIMENSIONS ARE TO COMMON REFERENCE OF EXTERIOR FACE OR TO COLUMN LINES. SLASHES HAVE BEEN USED IN LIEU OF ARROWHEADS. DOTS MAY BE USED IN VERY TIGHT CONDITIONS. DIMENSIONS TO ACTUAL SIZE (1/8" A.C.C.) DIMENSIONS ARE TO FINISH SIDE OF PARTITION. PARTITION TYPE WILL INDICATE WALL THICKNESS. WHERE SPACES PERMITS, DIMENSION LINES EXTEND THRU ENTIRE PLAN. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE DRAWINGS LARGE SCALE DRAWINGS GOVERN OVER SMALE SCALE DRAWINGS. 1'-6"9'-0"30'-0" ROOM NAME 150 SF101 ROOM NAME 150 SF101 ROOM NAME 150 SF101 101A101A101A UNO 6" TYP. CODE INFORMATION CONTRACTOR SHALL COMPLY WITH ALL CODES, LAWS, ORDINANCES, RULES AND INDUSTRY REGULATIONS BEARING ON THE INSTALLATION OF THE WORK SHOWN HEREIN. ALL WORK IS TO BE INSTALLED TO MEET CURRENT CODE REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING REQUIREMENTS PRIOR TO INSTALLING WORK. MAINTAIN ACCESS TO ALL REQUIRED EXITS FROM ALL AREAS. DEFINITIONS OF TERMS "FURNISH" MEANS "PROCURE AND DELIVER TO PROJECT SITE". "PROVIDE" MEANS "FURNISH, INSTALL AND MAKE READY FOR USE". "AS SELECTED" OR "AS DIRECTED" IMPLIES "BY OWNER OR ARCHITECT". GENERAL THE FOLLOWING OUTLINES THE GENERAL QUALITIES OF THE WORK EXPECTED. ALL MATERIALS USED ARE REQUIRED TO BE GOOD QUALITY AND MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIC PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY ARCHITECT TO OBTAIN A STANDARD OF QUALITY. ALL WORK IS TO BE DONE WITH THE APPROPRIATE TOOLS AND MATERIALS. THE ARCHITECT HAS THE RIGHT TO REJECT ANY WORK NOT DONE APPROPRIATELY. ALL CUTTING, PATCHING, REFINISHING AND REPAINTING OF ALL WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR ALL SECURITY OF HIS MATERIALS, EQUIPMENT AND TOOLS. ALL MATERIALS, PRODUCTS AND SYSTEMS SHALL BE FABRICATED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S/FABRICATOR'S INSTRUCTIONS, RECOMMENDATIONS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO THE USE OF ATTACHMENTS, ACCESSORIES, PRIMERS, SEALERS, CONTROL JOINTS, ETC., UNLESS OTHERWISE SPECIFICALLY NOTED IN THESE DRAWINGS. CONTRACTOR (OR THE INSTALLER, FABRICATOR, MANUFACTURER OR SUPPLIER OF SUCH ITEM) SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PRODUCT INSTALLATION REQUIREMENTS AND THE DRAWINGS. PERFORMING WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS AND SUBSTRATE WORK. DO NO WORK UNTIL CONDITIONS ARE ACCEPTABLE. SHOULD DISCREPANCIES EXIST BETWEEN THE INFORMATION SHOWN IN THESE DRAWINGS/NOTES AND THE MANUFACTURER'S INFORMATION, THE ARCHITECT SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION FOR REVIEW AND COORDINATION. CONTRACTOR IS TO PROTECT ALL FINISHED SURFACES FROM DIRT AND DAMAGE UNTIL FINAL ACCEPTANCE BY OWNER. MATERIALS DAMAGED DURING CONSTRUCTION ARE TO BE REPAIRED/REPLACED AT CONTRACTOR'S COST TO THE SATISFACTION OF THE OWNER. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS THROUGHOUT THE COURSE OF THE WORK. NOTE ALL CHANGES AND SHOW ALL UNDERGROUND OR CONCEALED UTILITIES. SUBMIT RECORD DRAWINGS AT PROJECT COMPLETION. CONSTRUCTION AND SAFETY CONTRACTOR AND/OR CONTRACTOR'S AGENT(S) SHALL VERIFY ALL DIMENSIONS AND INFORMATION IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. ANY ERRORS, INCONSISTENCIES OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. ANY CHANGES FROM THESE DOCUMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THESE DRAWINGS ARE NOT TO BE SCALED. WHENEVER POSSIBLE, CONDITIONS WHICH ARE SUBJECT TO MODIFICATION OR CHANGE ARE SHOWN AS EXISTING. CONTRACTORS SHALL INSPECT THE EXISTING CONDITIONS AND PROVIDE MODIFICATIONS TO MEET GOVERNING CODES AND PERFORMANCE SPECIFICATIONS, WHETHER OR NOT SPECIFICALLY INDICATED IN THE DRAWINGS. IF INSUFFICIENT INFORMATION EXISTS, CONTACT THE ARCHITECT / ENGINEER FOR CLARIFICATION. IF, IN THE CONTRACTOR'S OPINION, ANY WORK IS INDICATED ON THE DRAWINGS OR IS SPECIFIED IN SUCH A MANNER AS WILL MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR IF THE WORK OF A PREVIOUS TRADE SHOULD MAKE FIRST CLASS WORK IMPOSSIBLE FOR ANOTHER TRADE, THE CONTRACTOR SHALL REFER THE PROBLEM TO THE ARCHITECT FOR INTERPRETATION BEFORE PROCEEDING WITH THE WORK. ALL DIMENSIONS ON THE DRAWINGS ARE TO BE CONFIRMED BY THE CONTRACTOR. ANY DISCREPANCIES ARE TO BE RESOLVED BY ARCHITECT PRIOR TO EXECUTION OF WORK. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ARCHITECT / ENGINEER SHALL BE RESPONSIBLE FOR HIS/HER OWN SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETY OF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE. ALL CUTTING, PATCHING, REFINISHING AND REPAINTING OF ALL WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR ALL SECURITY OF HIS MATERIALS, EQUIPMENT AND TOOLS. CONTRACTOR IS TO PROTECT ALL FINISHED SURFACES FROM DIRT AND DAMAGE UNTIL FINAL ACCEPTANCE BY OWNER. MATERIALS DAMAGED DURING CONSTRUCTION ARE TO BE REPAIRED/REPLACED AT CONTRACTOR'S COST TO THE SATISFACTION OF THE OWNER. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND SHALL PROTECT AND SUPPORT THEM AS REQUIRED. COMPLETED WORK SHALL BE STRUCTURALLY SOUND, FULLY OPERATIONAL, INSTALLED PLUMB, LEVEL AND SQUARE, SHALL BE FINISHED, CLEANED, POLISHED AND READY FOR OCCUPANCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY AND ALL DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING CONSTRUCTION AND FOR DAILY CLEAN UP FOLLOWING WORK PERFORMED IN OCCUPIED AREAS. PERFORM FINAL CLEANING AT THE END OF EACH PHASE OF WORK. REMOVE ALL TRASH AND DEBRIS FROM THE SITE. WASH ALL TILE, LAMINATE AND GLASS SURFACES, PLUMBING FIXTURES, ETC. DUST AND SWEEP TO REMOVE ALL DIRT. REMOVE ALL TEMPORARY LABELS. PROJECT IS TO BE COMPLETED, CLEAN AND IN MOVE IN CONDITION. REMOVE ALL UNUSED MATERIALS, TRASH DEBRIS, TOOLS AND EQUIPMENT FROM THE SITE. CONTRACTORS SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ALL BUILDING SPACES CAUSED BY THEIR ACTIONS OR NEGLECT. STREETS, DRIVEWAYS, UNDERGROUND SERVICES, ETC. DAMAGE IN ANY WAY ATTRIBUTABLE TO CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITIONS. DIMENSION NOTES: A.ALL EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION AND/OR FACE OF STUD. B.ALL INTERIOR DIMENSIONS ARE TO FACE SHEATHING UNLESS OTHERWISE NOTED. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND MAINTAIN ALL NECESSARY TEMPORARY BARRICADES, SHORING AND LIGHTING. CONTRACTOR IS TO ERECT DUST BARRICADES TO PROTECT OCCUPIED AREAS OF THE BUILDING DURING DEMOLITION AND CONSTRUCTION. COORDINATE WITH OWNER FOR APPROVAL OF BARRIER LOCATIONS PRIOR TO ERECTION OF BARRIERS. THE CONTRACTOR SHALL PROVIDE AND INSTALL BARRICADES AND TEMPORARY SIGNAGE, AS REQUIRED TO DIRECT OCCUPANT FLOW AS REQUIRED AND TO ESTABLISH ROUTES OF EGRESS FOR EMPLOYEES. CONTRACTOR SHALL EMPLOY OTHER MEANS AS SITE CONDITIONS MAY REQUIRE. TEMPORARY DUST BARRIERS, UNLESS EQUIVALENT BARRIERS CAN BE PROVIDED, SHALL BE SEALED, FULLY TAPED, DOUBLE LAYERS OF 4 MIL MINIMUM PLASTIC SHEET WITH STAGGERED JOINTS ON TEMPORARY FRAMING. BUILDING ENVELOPE THERMAL PERFORMANCE AND ALL MECHANICAL, ELECTRICAL AND PLUMBING DESIGN SHALL COMPLY WITH ASHRAE 90.1-89. MISCELLANEOUS METALS ALL STEEL EXPOSED TO THE WEATHER OR AS NOTED TO BE GALVANIZED SHALL BE HOT-DIP PROCESS AFTER FABRICATION AND IN ACCORDANCE WITH SPECIFICATION OF THE AMERICAN HOT DIP GALVANIZER'S ASSOCIATION, INC., USING HIGH GRADE PURE ZINC COATING FREE FROM BLISTERS AND OTHER IMPERFECTIONS. ROUGH CARPENTRY PRESSURE TREATED LUMBER SHALL BE CCA OR CZC TREATED FOR ALL LUMBER IN CONTACT WITH CONCRETE OR EARTH OR OTHERWISE EXPOSED TO MOISTURE DECAY. SILL PLATES AT FOUNDATIONS SHALL BE INSTALLED OVER FOAM SILL SEAL INSULATION. ALL CONNECTION HARDWARE SPECIFIED AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY SHALL BE FASTENED AS SPECIFIED BY THE SIMPSON PRODUCT AND INSTRUCTION MANUAL. EXTERIOR WOOD TRIM ALL EXTERIOR WOOD TRIM SHALL BE MARKED REDWOOD CLEAR ALL HEART GRADE, VERTICAL GRAIN, CERTIFIED KILN DRIED, SMOOTH FACE EXPOSED. NAILS SHALL BE STAINLESS STEEL SIDING NAILS. BACK PRIME AND PRIME ALL CUTS. PRIMER SHALL BE COMPATIBLE WITH FINAL PAINT FINISH. FLEXIBLE FABRIC FLASHINGS FLEXIBLE FABRIC FLASHINGS FOR CONCEALED LOCATIONS SHALL BE 30 MIL RUBBERIZED ASPHALT SELF-ADHESIVE SHEET FLASHING UNDERLAYMENT, "PERM-A-BARRIER" BY W.R. GRACE & CO. OR EQUAL. INSTALL PRIMERS AND SCORE SUBSTRATES WHERE REQUIRED BY MANUFACTURER. INSULATION INSTALL 6 MIL POLY VAPOR BARRIER ON WARM SIDE OF INSULATION AT EXTERIOR WALLS. INSULATION AND R- VALUE REQUIREMENTS SHALL BE AS FOLLOWS: A. EXTERIOR STUD WALLS: R-19 MINIMUM, FIBERGLASS BATT INSULATION B. SLAB ON GRADE: R-10 MINIMUM, 2" RIGID INSULATION CONTINUOUS AT PERIMETER, MINIMUM 24" WIDE D. ATTIC: R-30 MINIMUM, FIBERGLASS BATT INSULATION E. FLAT ROOFS: R-15 MINIMUM RIGID INSULATION. PARTITIONS INSTALL TYPE 'X' GYPSUM BOARD WHERE INDICATED IN THE DRAWINGS FOR FIRE RATINGS. INSTALL WATER RESISTANT GYPSUM BOARD IN ALL WALLS AND CEILINGS OF TOILET ROOMS AND OTHER "WET" OR "DAMP" AREAS. INSTALL 1/2" CEMENT BACKER BOARD AT ALL TILED AREAS. INSTALL 6" HIGH 1/2" CEMENT BACKER BOARD KICKER AT ALL KITCHEN AREAS. SECURE UNSUPPORTED WING WALLS WITH STEEL ANGLE BRACKET ANCHORED INTO SLAB AND BRACE INTERNALLY. PROVIDE SOUND BATTS IN PARTITIONS AND ABOVE CEILING (EXTEND S.A.B. 2' 0" EACH SIDE OF PARTITION ON TOP OF CEILINGS) WHERE NOTED IN THE DRAWINGS. MANUFACTURER: USG "THERMAFIBER SAFB" MINERAL FIBER SOUND ATTENUATING FIRE BLANKETS, 2" THICK, 2.5 LB. DENSITY OR EQUIVALENT. PROVIDE FRT WOOD OR SHEET METAL BLOCKING AS REQUIRED TO SUPPORT ALL WALL MOUNTED ITEMS AND AS SPECIFICALLY NOTED. CONCEAL ALL BLOCKING IN WALLS. BLOCKING TO BE RUN VERTICALLY AND AFFIXED TO STUDS UNLESS OTHERWISE NOTED ON DRAWINGS. CONTRACTOR TO VERIFY EXACT LOCATION OF ITEMS TO BE MOUNTED TO ASSURE BLOCKING IS CORRECTLY PLACED. DOORS, FRAMES & HARDWARE ALL DOORS SHALL PERMIT FREE PASSAGE IN DIRECTION OF EGRESS TRAVEL AT ALL TIMES WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. ALL DOORS SHALL CONFORM TO OBC 1003.3.1. ALL DOORS AND HARDWARE SHALL BE ADAAG COMPLIANT. ALL LOCKSETS / LATCHSETS TO HAVE LEVER HANDLES AND BE ALWAYS ACTIVE IN THE DIRECTION OF EGRESS TRAVEL. ALL DOORS SHALL BE 3'-0" X 7'-0" UNLESS OTHERWISE NOTED. INSTALL ALL NECESSARY HARDWARE FOR COMPLETE INSTALLATION INCLUDING STOPS, TRIM, ESCUTCHEONS PLATES, ROSETTES, ETC. INSTALL FIRE RATED DOORS AND FRAMES AS INDICATED ON THE DRAWINGS AND WHERE OTHERWISE REQUIRED IN RATED WALL AND PARTITION ASSEMBLES. CEILING ALL CEILING MATERIALS IN PROJECT AREAS SHALL BE IN COMPLIANCE WITH OBC TABLE 803.13 AND SHALL BE MINIMUM CLASS C (FLAMESPREAD 0 200, SMOKE DEVELOPED 0-450) PER ASTM E84. ALL MATERIALS IN CEILING PLENUMS TO HAVE A FLAMESPREAD RATING OF 50 OR LESS AND SMOKE DEVELOPED RATING OF 25 OR LESS WHEN TESTED ACCORDING TO ASTM E. FLOORING CARPET SHALL BE IN CONFORMANCE WITH SECTION 804.0 OBC AND CLASSIFIED IN ACCORDANCE WITH NFPA 253, AND PASS THE DOC FF 1 "PILL TEST". CARPET IN EXIT ACCESS CORRIDORS SHALL BE MINIMUM CLASS II (CRITICAL RADIANT FLUX 0.22 WATTS/SQ. CM. OR HIGHER) PER ASTM E648. ALL FINISHES SHALL HAVE A SMOKE DEVELOPED RATING LESS THAN 450 PER ASTM E84. PAINTING, STAINING, & WALL COVERING WALL FINISHES IN PROJECT AREAS SHALL BE MINIMUM CLASS C (FLAMESPREAD 0 200, SMOKE DEVELOPED 0-450) PER ASTM E84. WALL FINISHES IN EXIT ACCESS CORRIDORS SHALL BE MINIMUM CLASS B (FLAMESPREAD 0 75, SMOKE DEVELOPED 0-450). NEW CONSTRUCTION SHALL BE PRIME PAINTED WITH ONE COAT PRIMER. TINT PRIMER TOWARDS FINAL COAT COLOR. NEW MATERIALS SHALL RECEIVE TWO FINISH COATS, UNLESS SUCCESSIVE COATS ARE REQUIRED FOR PROPER COLORATION. EXISTING SURFACES SCHEDULED TO BE PAINTED SHALL RECEIVE A MINIMUM OF ONE FINISH COAT, UNLESS SUCCESSIVE COATS ARE REQUIRED FOR PROPER COLORATION. STRICTLY FOLLOW PAINT MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PAINT SELECTION, SURFACE PREPARATION AND APPLICATION. ALL EXPOSED SURFACES, EXCEPT FOR PRE-FINISHED MATERIALS, SHALL BE PAINTED UNLESS OTHERWISE NOTED. ALL WALLS SCHEDULED TO RECEIVE WALL COVERING SHALL BE PRIMED WITH LATEX BASED PRIMER. PROVIDE WALL COVERING WHERE NOTED. CONTRACTOR TO PROVIDE WALL COVERING, ADHESIVE AND ALL OTHER MATERIALS. WALL COVERING ADHESIVES SHALL BE TYPES APPROVED BY THE WALL COVERING MANUFACTURER FOR USE WITH ITS PRODUCTS. WALL COVERING TO CONFORM WITH OBC TABLE 803.5. WINDOWS, TRANSOMS, AND MISCELLANEOUS GLAZING SAFETY GLAZING SHALL CONFORM OBC 2406 AND CPSC 16 CFR, PART 1201. ANY GLASS BROKEN DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPLACED BEFORE OCCUPANCY. TEMPERED OR LAMINATED SAFETY GLAZING SHALL BE PROVIDED IN ALL DOORS AND FIXED PANELS ADJACENT TO DOORS, AND IN ALL WINDOW PANES THAT ARE GREATER THAN 9 SQUARE FEET IN WHICH THE LOWEST EDGE IS LESS THAN 18 INCHES ABOVE THE FLOOR. EXTERIOR WINDOWS SHALL BE GLAZED WITH HIGH PERFORMANCE, LOW-E INSULATING GLASS. SPECIALTIES PROVIDE ADAAG COMPLIANT SIGNAGE FOR ALL TOILET ROOMS, AREAS OF REFUGE AND AT EXIT STAIRS, AND WHERE OTHERWISE REQUIRED BY OBC CHAPTER 11. MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTOR SHALL INSPECT THE EXISTING HVAC, PLUMBING AND ELECTRICAL SYSTEMS WHICH MAY INTERFERE WITH THE NEW WORK (I.E. EXHAUST VENTS, OUTLETS, LIGHT FIXTURES) AND SHALL REMOVE, REPLACE AND/OR MODIFY SUCH AS REQUIRED FOR NEW WORK AND TO CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. REVIEW AND COORDINATE SUCH WORK WITH THE ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. PLUMBING WORK INSTALL ALL PLUMBING FIXTURES IN ACCORDANCE WITH APPLICABLE ADAAG REQUIREMENTS. INSTALL TRAP-WRAP INSULATION AT ALL EXPOSED PIPING AT LAVATORIES. FIRE PROTECTION ALL NEW WORK SHALL BE FULLY FIRE SUPPRESSED. INSTALL FIRE SUPPRESSION SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. FIRE SUPPRESSION SYSTEM SHALL BE DESIGNED BY A DESIGNER LICENSED IN THE STATE IN WHICH THE PROJECT LIES. FIRE SUPPRESSION SUB-CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR REVIEW AND STAMPED/SEALED FIRE SUPPRESSION DRAWINGS FOR PERMIT APPLICATION. FIRE EXTINGUISHER CABINETS SHALL BE ADAAG COMPLIANT SEMI-RECESSED POWDER COATED STEEL CABINETS WITH LOCKING, FRAMED GLASS COVERS. FIRE EXTINGUISHERS SHALL BE 10 LB MINIMUM A-B-C TYPE FIRE EXTINGUISHERS. INSTALL FIRE EXTINGUISHERS IN ALL MECHANICAL ROOMS, ELEVATOR EQUIPMENT, AND STORAGE ROOMS. TELEPHONE AND DATA WORK EXCEPT AS NOTED OTHERWISE, LOCATE TELEPHONE AND DATA OUTLETS AT 18" FROM FLOOR TO CENTER. GROUP OUTLETS SIDE BY SIDE AS SHOWN, DO NOT SPREAD OUT ACROSS WIDTH OF WALL. OUTLETS IN WALLS AT CABINETRY SHALL BE LOCATED HORIZONTALLY, 8" ABOVE CABINET COUNTER TOP TO CENTERLINE UNLESS OTHERWISE NOTED. FINAL CLEANING PERFORM FINAL CLEANING AT THE END OF EACH PHASE OF WORK. FINAL CONSTRUCTION CLEANING PRIOR TO TURNING OVER COMPLETED AREAS TO THE OWNER, CONTRACTOR SHALL CLEAN THE ENTIRE WORK AREA. REMOVE ALL TRASH AND DEBRIS FROM THE SITE. REMOVE ALL UNUSED MATERIALS, TRASH DEBRIS, TOOLS AND EQUIPMENT FROM THE SITE. CONTRACTOR SHALL REMOVE ALL TRACES OF SOIL, STAINS, DIRT, WASTE, MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM ALL FINISHED SURFACES, AND CLEAN ALL EQUIPMENT AND FIXTURES TO AN ACCEPTABLE CONDITION. CONTRACTOR SHALL CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS AND GLASS IN DOORS, WINDOWS, AND CASEWORK TO A POLISHED CONDITION, FREE OF DUST, PUTTY, FILMS OR SIMILAR SUBSTANCES WHICH ARE NOTICEABLE AND VISION OBSCURING. CONTRACTOR SHALL DUST AND VACUUM ENTIRE AREAS. REMOVE ALL TEMPORARY LABELS. CONTRACTOR SHALL STRIP AND WAX ANY VINYL COMPOSITION TILE OR SHEET VINYL FLOOR SURFACES. LIGHT LENSES AND SUPPLY AIR DIFFUSERS SHOULD BE FREE OF DUST AND DIRT. FINAL APPROVAL OF CLEANUP SHOULD BE GIVEN BY ARCHITECT PRIOR TO OWNER'S MOVE IN. NOTE: THIS LEGEND TO BE USED WHEN CONTROL JOINTS ARE NOT SPECIFICALLY INDICATED ON PLANS OR ELEVATIONS. *COORDINATE FINAL LOCATIONS W/ ARCH, STRUCTURE & FOLLOW NCMA GUIDELINES. 8"8"8"8"8"8" 20'-0" MAX.20'-0" MAX.20'-0" MAX.20'-0" MAX. BUILDING CORNERC.J. / E.J. USE C.J. / E.J. ON ONE SIDE OF OPENINGS UNDER 6' AND BOTH SIDES AT OPENINGS OVER 6', USE ON BOTH SIDES FOR AESTHETICS PLACE C.J. / E.J. WHERE FOUNDATION TYPES CHANGE, I.E. AT DEPRESSED FLOOR SLABS C.J. / E.J. AT CHANGES IN WALL HEIGHT C.J. / E.J.C.J. / E.J. 2 1111 1. 2. HORIZONTAL SLIP JOINT AT CONTROL JOINT. APPLY MASONS FLASHING, CUT BACK 1/2" FROM FACE OF BLOCK/BRICK SET FLASHING ON RAKED JOINT ON SOLID BLOCK/BRICK AND SEAL. AT BUILDING CORNERS, SPACING OF CONTROL JOINT ON ONE SIDE FROM THE CORNER PLUS DISTANCE OF CONTROL JOINT FROM CORNER OF ADJACENT SIDE CONTROL JOINT SHALL BE NO GREATER THAN 20'-0". THE SHORTER SIDE CONTROL JOINT, HOWEVER SHALL BE NO LESS THAN 2'-0" FROM THE CORNER. KEYED NOTES: A. B. C. D. E. CONTROL JOINT / EXPANSION JOINT SEALANT COLOR IS TO MATCH ADJACENT BLOCK/BRICK VENEER MASONRY. DISCONTINUE JOINT REINFORCEMENT AT CONTROL JOINT LOCATIONS. LAP HORIZONTAL JOINT RENIFORCEMENT MINIMUM 6" SIDE BY SIDE, U.N.O. BY STRUCTURAL. PROVIDE CONTROL JOINT AT INTERSECTION OF INTERIOR WALLS. PROVIDE VERTICAL CONTROL JOINT AT PILASTERS. GENERAL NOTES TYPICAL CONTROL / EXPANSION JOINT LOCATION (CMU AND BRICK MASONRY WALLS) NOT TO SCALE TYPICAL CMU CONTROL JOINT DETAIL NOT TO SCALE TYPICAL BRICK VENEER MASONRY EXPANSION JOINT DETAIL NOT TO SCALE BACKER ROD AND SEALANT (SEALANT COLOR TO MATCH BRICK, U.N.O., COORDINATE WITH ARCHITECT) CONCRETE MASONRY UNIT (TYP.) REINFORCE CELLS PER STRUCTURAL CONTROL JOINT KEYBACKER ROD AND SEALANT (COLOR TO MATCH CMU, U.N.O. COORDINATE WITH ARCHITECT) BACKER ROD AND SEALANT (COLOR TO MATCH CMU, U.N.O. COORDINATE WITH ARCHITECT) BRICK VENEER EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED NEW DOOR EXISTING WINDOW TO REMAIN EXISTING WINDOW TO BE REMOVED NEW WINDOW EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:51:26 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtG0.10 ARCHITECTURAL STANDARDS & GENERAL NOTES 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINA ACP ACOUSTICAL CEILING PANEL ADA AMERICAN DISABILITIES ACT (ACCESSIBILITY GUIDELINES) ADJ ADJACENT / ADJUSTABLE AFF ABOVE FINISHED FLOOR AL ALUMINUM ALT ALTERNATE AN ANODIZED APPROX APPROXIMATE ARCH ARCHITECT AVG AVERAGE B B/BOTTOM OF B/M BENCH MARK B/S BOTH SIDES B/W BOTH WAYS BD BOARD BLDG BUILDING BLKG BLOCKING BP BID PACKAGE BRG BEARING BSMT BASEMENT C CB CATCH BASIN CBB CEMENT BACKER BOARD CC CORNER GUARD CFT CERAMIC FLOOR TILE CGL CLEAR GLASS CJ CONTROL JOINT CL CENTERLINE CLG CEILING CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONST JT CONSTRUCTION JOINT CONT CONTIUOUS CPT CARPET CPTL CARPET TILE CT CERAMIC TILE CTG CLEAR TEMPERED GLASS CTR.CONTRACTOR CUH CABINET UNIT HEATER D D DEEP DEMO DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT DW DUMBWAITER DWG DRAWING E E EAST E/F EACH FACE E/W EACH WAY EA EACH EFS EXTERIOR FINISH SYSTEM EG END GUARD EIFS EXTERIOR INSULATION AND FINISH SYSEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPOSED EXP EXPANSION EXST EXISTING F FD FLOOR DRAIN / FIRE DAMPER FE FIRE EXTINGUISHER FEB FIRE EXTINGUISHER AND WALL BRACKET FEC FIRE EXTINGUISHER CABINET SYMBOLS ARCHITECTURAL ABBREVIATIONS MATERIALS DIMENSIONING NOTES GENERAL NOTES GENERAL MASONRY CONTROL / EXPANSION JOINTS PHASING LEGEND FFE FURNITURE, FIXTURES AND EQUIPMENT FH FIRE HYDRANT FIN FINISH FLR FLOOR FRP FIBERGLASS REINFORCED PLASTIC FRT FIRE RETARDANT TREATED FT FEET / FOOT FTG FOOTING FWC FABRIC WALL COVERING G G GAS GA GAUGE / GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUI INTERRUPTER GL GLASS GLMU GLASS MASONRY UNIT GRD GRADE GYP GYPSUM GYP BD GYPSUM BOARD H H HIGH H/P HIGH POINT HB HOSE BIB HDW HARDWARE HM HOLLOW METAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING & AIR CONDITIONING HVC HOSE VALVE CABINET HVEC HOSE VALVE AND EXTINGUISHER CABINET I ID INSIDE DIAMETER IN INCH INSUL INSULATION INT INTERIOR INV INVERT L L LONG L/P LOW POINT LAV LAVATORY LBS POUNDS LF LINEAL FOOT LL LIVE LOAD # LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL M MATL MATERIAL MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM / MINUTES MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTL METAL N N NORTH NIC NOT IN CONTRACT NO. / #NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE O OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED AND CONTRACTOR INSTALLED OFOI OWNER FURNISHED AND OWNER INSTALLED OGL OBSECURED GLASS OH OVERHEAD OPP OPPSITE HAND P %PERCENT +/- or ±PLUS OR MINUS PF PRE-FINISHED PLAM PLASTIC LAMINATE PLYWD PLYWOOD PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PAINT PWG POLISHED WIRE GLASS Q QT QUARRY TILE R R RADIUS / RISER R/W RIGHT OF WAY RB RESILENT BASE RCB RESILENT COVE BASE RD ROOF DRAIN REF REFERENCE REINF REINFORCEMENT REQD REQUIRED RGL REFLECTIVE GLAS RM ROOM RO ROUGH OPENING RR RESTROOM RSB RESILENT STRAIGHT BASE RSF RESILIENT SHEET FLOORING S S SOUTH SAN SANITARY SEWER SCW SOLID CORE WOOD SECT SECTION SF SQUARE FEET SHT SHEET SIM SIMILAR SP SPACES SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STC SOUND TRANSMISSION COEFFICIENT STD STANDARD STL STEEL STOR STORAGE STS STORM SEWER SUSP SUSPENDED SV SHEET VINYL SVCB SHEET VINYL INTEGRAL COVE BASE SYM SYMMETRICAL T T&G TONGUE AND GROOVE T/TOP OF T/M TOP OF MASONRY T/S TOP OF STEEL T/W TOP OF WALL THRU THROUGH TR TREAD TRZO TERRAZZO TS TUBE STEEL TYP TYPICAL U UC UNDERCOUNTER UNO UNLESS NOTED OTHERWISE V VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VT VINYL TILE VWC VINYL WALL COVERING W W WEST W/WITH W/O WITHOUT W/P WORKING POINT WB WOOD BASE WC WATER CLOSET WD WOOD WTR WATER WWF WELDED WIRE FABRIC NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET 34" MAX.31" MIN.27" MIN.MAX. 6" MIN. 8" 17" MIN.MAX.9"74" - 80"40" MAX.34" MAX.36"17"27"33" - 36'LAVATORY, GRAB BAR, MIRROR AND WATER CLOSET; ADA COMPLYING MOUNTING HEIGHTS. WATER CLOSET, GARB BAR AND TOILET PAPER DISPENSER; - ADA COMPLYING MOUNTING HEIGHTS TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT CONTROL LOCATION STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT WITH SEAT CONTROL LOCATION URINALS; - STANDARD AND ADA MOUNTING HEIGHTS ADA COMPLYING URINAL ADA COMPLYING FOLDING DIAPER CHANGING DECK STANDARD MOUNTING HEIGHT NON-ADA WATER CLOSET, FOLDING CHILD PROTECTION SEAT AND TOILET PAPER DISPENSER STANDARD MOUNTING HEIGHTS SOAP DISPENSER ROBE HOOK SMALL PAPER TOWEL DISPENSER LARGE PAPER TOWEL DISPENSER AND RECEPTACLE PAPER TOWEL DISPENSER/ RECEPTACLE ELECTRIC HAND DRYER ADA COMPLYING WATER COOLERS FRONT OR SIDE APPROACH, SURFACE ADA COMPLYING WATER COOLERS SIDE APPROACH, RECESSED SANITARY NAPKIN DISPENSER AND RECEPTACLE ADA FULL LENGTH MIRROR TOWEL BAR COAT RACK MOP RACK FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER BRACKET CONTROL AREA CONTROL AREA CONTROL AREA CONTROL AREA HANDLE ON ACCESS SIDE 3"SEAT HEIGHT17"24" MIN. 27"27"19"17" TO36"24"44 1/2" MAX.MAX.17"MIN. 15"30" MIN.MAX. TO VALVE44"MIN. 13 1/2"MAX.17"KNEE SPACE27"CHANGING SURFACE29"52" MAX.36"15"27"20 1/2"12"41"48"48"30"48"48"48"TOWEL LOW SPOUT HEIGHT36"HIGH SPOUT HEIGHT40"HIGH SPOUT HEIGHT40"LOW SPOUT HEIGHT36"WHEEL CHAIR ACCESSIBLE 30"48"74" MIN.40"60"60"44"15" MIN. 36" MIN.6" MAX. 39" - 41" 4" MAX.39" - 41"18" MIN.12" MAX. 42" MIN. 4" MAX.33" - 36"3" - 6"18" MIN.8" -10"MAX. 15" MIN. 15" BATHTUB WITH PERMANENT SEAT, GRAB BARS - ADA COMPLIANT MOUNTING HEIGHTS 12" MAX.24" MIN.24" MAX.33" - 36"3" - 6"18" MIN.8" -10"15" -16" BATHTUB WITH REMOVABLE IN-TUB SEAT,GRAB BARS - ADA COMPLIANT MOUNTING HEIGHTS 5" MAX. MAX. 15"MIN.9"MAX. 6"MIN.27"33" -36"3" -6"18" MIN.MAX. 12"ADA COAT RACK40" MIN. - 48" MAXBATHTUB, CONTROL WALL18" MAX 16" MINFRONT APPROACHHINGE APPROACHLATCH APPROACH60 min152518 min 445 Figure 2a (a) Front Approach, Pull Side122048 minFigure 2b (b) Front Approach, Push Side122048 min12 min 305 Figure 2c (c) Front Approach, Push Side, Door Provided With Both Closer And Latch 36 min 91560 min1525Figure 3a (d) Hinge Approach, Pull Side 42 min 106554 min1370Figure 3b (e) Hinge Approach, Pull Side42 min1065560 22 min Figure 3c (f) Hinge Approach, Push Side Figure 3d (g) Hinge Approach, Push Side, Door Provided With Both Closer And Latch48 min122024 min 48 min610 1220Figure 4a (h) Latch Approach, Pull Side Figure 4b (i) Latch Approach, Pull Side, Door Provided With Closer54 min1370610 24 min 24 min 42 min1065610 Figure 4c (j) Latch Approach, Push Side Figure 4d (k) Latch Approach, Push Side, Door Provided With Closer 610 24 min1220 48 minDOORWAY CLEAR WIDTHSLIDING/FOLDING CLEARANCEFigure 1c (c) folding door Figure 1a (a) hinged door Figure 1b (b) sliding door 32 min 815 32 min 815 32 min 815 90°NOT USED122048 minFigure 5a (a) front approach Figure 5b (b) side approach at wall opening42 min106522 min 42 min1065560 Figure 5c (c) pocket or hinge approach 24 min 610106542 min5d DOORS/GATES IN SERIES48 min 1220 Figure 7a (a) 48 min 1220 Figure 7c (c) 60 min 1525 Figure 7b (b)RECESSED DOORS/GATESNOT USED60 min152518 min 445 X > 8 205 Figure 6a (a) pull side122048 minFigure 6b (b) push side 205 X > 8122048 min12 min 305 Figure 6c (c) push side, door with both closer & latch X > 8 205 Figure 1d (d) doorways without doors 36 min 915 > 610X > 2422 min 560 152560 min152560 min152560 minFigure 1 Limits of Protruding Objects 4 max 100 X≥≥ 802030X > 27685Figure 2 Post-Mounted Protruding Objects 4 max 305 4 max 305 X>27 & X<80685-203027 max68580 min2030X > 12 305 X > 12 305 (b)(a)Figure 3 Vertical Clearance27 max6852030X < 80UNLIMITEDUNLIMITEDUNLIMITED 33"- 36"33"- 36"17"-19"6" DISPENSER LOCATIONS BELOW GRAB BAR 7"-9"1 1/2" Min.Min.15"7" - 9"48" Max.Min.12"DISPENSER LOCATIONS ABOVE GRAB BAR GRAB BAR LOCATIONS WATER CLOSET REAR WALL GRAB BAR LOCATIONS WATER CLOSET SIDE WALL 34" Max.27" Min.HEIGHT / CLEARANCE OF FRONT APPROACH LAVATORIES & SINKS Max.17"HEIGHT OF URINAL60" Min.59" Min.18"6"36"15"40" 42" Max. 12" 48" Min.30" Min.Refer To Plans REFER TO PLANSCLEARANCE FOR WATER CLOSET AND SINK B.O. Mirror's Reflect. Surf.40" (Max.)Min.12"Min.24"54" Min. OTHER FIXTURES NOT PERMITED INSIDE CLEAR AREA SOAP DISPENSER PAPER TOWEL DISPENSERTo Spout41"To Dispenser41"FOAM HAND SANITIZER 40"MIRROR NOTE: 40" DIMENSION TO THE BOTTOM EDGE OF THE REFLECTIVE SURFACE; NOT TO THE BOTTOM OF THE CHANNEL / FRAME CHANNEL FRAME MIRROR ELEVATION 33"DIAPER CHANGING STATION 34 3/4" MAX.12"1 1/4"GAMCO MS18/24 STAINLESS STEEL SHELF AT BACK OF TOILET STAINLESS STEEL SHELFTo Spout41"OFFEST PIPING BELOW SINK TO BE WRAPPED 48" Min.30" Min.8" Min.9" Min.6" Max.11" Min.TOP OF SHELF72"MOP/BROOM HOLDER ROBE/COAT HOOK ACCESSIBLE48"66"48" MAX.1 1/2" MIN.HEIGHT / CLEARANCE OF SIDE APPROACH LAVATORIES & SINKSB.O. Mirror's Reflect. Surf.40" (Max.)30" Min.48" Min.24" Min.SIDE WALL Rim of Sink34" Max.HANDLE OPPOSITE SIDE OF WALL 17" Min. / 25" Max. 59" Min.Min.18"Min.18"CLEARANCE FOR WATER CLOSET AND SWING-UP GRAB BARS 15 3/4"15 3/4"OTHER FIXTURES NOT PERMITED INSIDE CLEAR AREA 28" Min. PROVIDE BLOCKING AS REQUIRED PER MANUFACTURERS INSTALLATION REQUIREMENTS Figure 2 T-Shaped Turning Space 60 min24 min 36 min36 min 12 min 915 305 1525610 91512 min 305 60 min 1525 basearm armFigure 3 Clear Floor or Ground Space 48 min 30 min7601220 Figure 4 Position of Clear Floor or Ground Space 30 min 48 min30 min48 min1220760760 1220 (a) forward (b) parallel 36 minX > 24610915 Figure 6 Maneuvering Clearance in an Alcove, Parallel Approach 60 minX > 151525380 Figure 5 Maneuvering Clearance in an Alcove, Forward Approach Figure 1 Circular Turning Space 60 min 1525 Figure 1 Unobstructed Forward Reach15 min38048 max1220Figure 2 Obstructed High Forward Reach48 max122044 max1120>20-25 max 510-635 20 max 510 (a)(b) Figure 3 Unobstructed Side Reach 10 max 255 122048 max15 min380Figure 4 Obstructed High Side Reach 10 max 255 122048 max34 max86534 max86546 max1170> 10-24 max 255-610 (a)(b) DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:51:28 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtG0.20 ADA STANDARDS 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINSTANDARD MOUNTING HEIGHTSADA-DOOR & OPENING CLEARANCES ADA-PROTRUDING OBJECTS ADA-FIXTURE & ACCESSORY CLEARANCES ADA-CLEAR FLOOR AREA ADA-FRONT/SIDE REACH ADA MOUNTING HEIGHT GUIDELINES(REFER TO APPLICABLE LOCAL BUILDING CODE, 2010 ADA REGULATIONS AND ANSI 117.1) NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET ? ? ? ? ??? ? ???? ? ??? ?? ? ? ???? ????????? ?? ? ???? ? ???????? ?????????????? ? ?? ???? ??? ??? ? ???? ? ??? ???? ? ? ? ? ? ? ? ? ? ? ???????????? ???????? ? ???? ? ? ?????PROJECT DESCRIPTION: CONTRACTOR SHALL COMPLY WITH ALL CODES, LAWS, ORDINANCES, RULES AND INDUSTRY REGULATIONS BEARING ON THE INSTALLATION OF THE WORK SHOWN HEREIN. ALL WORK IS TO BE INSTALLED TO MEET CURRENT CODE REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING REQUIREMENTS PRIOR TO INSTALLING WORK. GOVERNING AGENCIES & APPLICABLE CODES: 2024 OHIO BUILDING CODE 2024 EXISTING BUILDING CODE 2024 OHIO MECHANICAL CODE 2024 OHIO PLUMBING CODE 2024 OHIO FIRE CODE OHIO ENERGY CODE 2021 2023 OHIO ELECTRICAL CODE ICC 500-2014 USE AND OCCUPANCY CLASSIFICATIONS (PER OBC CHAPTER 3): EXISTING USE: NON-SEPARATED MIXED USE: A-3 ASSEMBLY: COMMUNITY CENTER B-1 BUSINESS ACCESSORY USE PROPOSED USE: SAME, NO CHANGE IN USE CONSTRUCTION TYPE (PER OBC CHAPTER 6): TYPE IIB, NON-COMBUSTIBLE GENERAL BUILDING AREAS (PER OBC CHAPTER 5): ALLOWABLE AREAS: THE BUILDING IS CONSTRUCTED AS TWO SEPARATE BUILDINGS WITH A 2-HR SEPARATION LOCATED AS SHOWN ON CODE ANALYSIS PLAN "1". AREA A AREA "A" IS A SINGLE-STORY STRUCTURE WITH A TOTAL AREA OF 74,910 SF, OF WHICH 5,460 SF IS A MEZZANINE (ELEVATED TRACK) OVERLOOKING AND 100% OPEN TO THE GYM FLOOR BELOW. THIS MEZZANINE COMPLIES WITH SECTION 505 AND DOES NOT CONTRIBUTE TO THE BUILDING AREA OR NUMBER OF STORIES. THE TOTAL "BUILDING AREA" ASSOCIATED WITH AREA A IS 69,450 SF. AREA "A" WAS ORIGINALLY CONSTRUCTED AS AN UNLIMITED AREA, FULLY-SPRINKLERED BUILDING AND COMPLIES WITH SECTION 507.6. AREA B AREA "B" IS A TWO-STORY STRUCTURE OF IIB CONSTRUCTION TYPE. FIRST FLOOR AREA IS 27,922 SF AND SECOND FLOOR IS 7,713 SF. AREA A AND AREA B ARE SEPARATED BY A FIRE BARRIER. PER TABLE 506.2, THE MAXIMUM ALLOWABLE AREA PER STORY IS 38,000 SF WHICH IS GREATER THAN THE ACTUAL OF 27,922 SF. AREA A AND AREA B ARE SEPARATED INTO TWO FIRE AREAS BY AN EXISTING 2-HR RATED FIRE BARRIER IN COMPLIANCE WITH OBC 707.3.1. PROPOSED WORK: PROPOSED WORK SHALL INCLUDE THE INTERIOR RENOVATION OF THE EXISTING SENIOR LOUNGE AND THE INTERIOR RENOVATION/ADDITION OF THE TEEN LOUNGE. SENIOR LOUNGE: THE PROPOSED RENOVATION IS NOT A CHANGE IN USE AND WILL REMAIN A-3. HOWEVER, THE RECONFIGURATION OF SPACE WILL REQUIRE AND ADJUSTMENT TO THE OCCUPANT LOAD AS FOLLOWS: EXISTING OCCUPANT LOAD: 106 OCCUPANTS PROPOSED OCCUPANT LOAD: 124 OCCUPANTS TEEN LOUNGE: THE PROPOSED RENOVATION IS NOT A CHANGE IN USE AND WILL REMAIN A-3. HOWEVER, GIVEN THE RECONFIGURATION OF THE SPACE AND A 873 SF ADDITION, THE SPACE WILL REQUIRE AND ADJUSTMENT TO THE OCCUPANT LOAD AS FOLLOWS: EXISTING OCCUPANT LOAD: 50 OCCUPANTS PROPOSED OCCUPANT LOAD: 117 OCCUPANTS THE TEEN LOUNGE IS PART OF AREA A, OF WHICH THE ALLOWABLE AREA IS "UNLIMITED", AND THE ADDITIONAL 873 SF IS IN COMPLIANCE. THE ORIGINAL APPROVED OCCUPANCY LOAD FOR AREA A = 3,009 OCCUPANTS THE ORIGINAL APPROVED OCCUPANCY LOAD FOR AREA B = 1,421 OCCUPANTS TOTAL BUILDING OCCUPANT LOAD = 4,430 OCCUPANTS THE SENIOR AREA REFLECTS A SHIFT OF SPACE AND THE OVERALL OCCUPANT LOAD FOR THE BUILDING IS NOT IMPACTED. NEW SENIOR CENTER (ASSEMBLY A-3)1,841 N.S.F. / 15 N.S.F. PER PERSON =122 OCCUPANTS STORAGE (ACCESSORY USE)69 G.S.F / 300 G.S.F. PER PERSON =1 OCCUPANT OFFICE (B ACCESSORY USE)69 G.S.F / 150 G.S.F. PER PERSON =1 OCCUPANT TOTAL OCCUPANT LOAD OF NEW SENIOR CENTER=124 OCCUPANTS THE TEEN LOUNGE HAD AN ORIGINAL APPROVED OCCUPANT LOAD OF 50. THE REVISED OCCUPANT LOAD IS AS FOLLOWS: NEW TEEN LOUNGE (ASSEMBLY A-3)1,104 N.S.F. / 15 N.S.F. PER PERSON =73 OCCUPANTS STORAGE (S ACCESSORY USE)84 G.S.F. / 300 G.S.F. PER PERSON=1 OCCUPANT TEEN LOUNGE ADDITION (ASSEMBLY A-3, CLASSROOM AREA)873 N.S.F. / 20 N.S.F. PER PERSON =43 OCCUPANTS TOTAL TEEN LOUNGE OCCUPANT LOAD =117 OCCUPANTS INCREASE IN OVERALL OCCUPANT LOAD TO AREA A :117 (PROPOSED) - 50 (EXISTING) =67 ADDITIONAL OCCUPANTS FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (PER OBC TABLE 602): ALL EXTERIOR WALLS HAVE A FIRE SEPARATION DISTANCE OF MORE THAN 30 FEET. THEREFORE, THE REQUIRED RATING FOR THE EXTERIOR WALLS IS 0 HOURS. FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (PER OBC TABLE 601): PRIMARY STRUCTURAL FRAME:0 HOURS BEARING WALLS EXTERIOR:0 HOURS INTERIOR:0 HOURS NONBEARING WALLS & PARTITIONS EXTERIOR:0 HOURS INTERIOR:0 HOURS FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS:0 HOURS ROOF CONSTRUCTION: AND ASSOCIATED SECONDARY MEMBERS:0 HOURS INTERIOR FINISHES (PER OBC TABLE 803.13): GROUP A-3: INTERIOR EXIT STAIRWAYS & RAMPS & EXIT PASSAGEWAYSTYPE B CORRIDORSTYPE B ROOMS AND ENCLOSED SPACESTYPE C AUTOMATIC SPRINKLER SYSTEM (PER OBC SECTION 903): BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT. FIRE ALARM AND DETECTION SYSTEMS (PER OBC SECTION 903.4): THE AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM WILL BE MONITORED PER CODE. EGRESS WIDTHS (PER OBC SECTION 10): MINIMUM STAIR WIDTH PER OBC SECTION 1011.2 EXCEPTION 1 = 36 INCHES OR 3'-0". MINIMUM CORRIDOR WIDTH PER OBC TABLE 1020.2 = 44 INCHES OR 3'-8". EXIT ACCESS TRAVEL DISTANCE (PER OBC TABLE 1017.2): WITH SPRINKLER SYSTEM: [A] USE:250 FEET ACTUAL MAX. TRAVEL DISTANCE:84 FEET ALTERATION LEVEL (OEBC 601): LEVEL 2 CODE NOTES THE LOUNGE 122 OCC.127 STORAGE 1 OCC.129STORAGE 1 OCC.128 (ASSEMBLY: 1,841 NSF/15) (ACCESSORY USE (S): 69 GSF/300)(ACCESSORY USE (B): 69 GSF/150) 55' - 4" MAX EXIT TRAVEL DISTANCE STORAGE 4 OCC.134 (ACCESSORY USE (S): 1,213 GSF/300) FEC THE HUB (ASSEMBLY: 1,104 NSF/15) GAMING (CLASSROOM: 873 NSF/20) 43 OCC. 70' - 11" MAX EXIT TRAVEL DISTANCE 73 OCC. STORAGE 1 OCC.116.3 (STORAGE: 84 GSF/300) FIRE SHUTTER FIRE SHUTTER AREA B AREA AAREA B AREA A 2-HR RATED FIRE BARRIER SENIOR CENTER PROJECT AREA 3 / G0.40 TEEN LOUNGE PROJECT AREA 2 / G0.40 AREA A AREA B DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:51:31 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtG0.40 CODE ANALYSIS 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLIN 1/8" = 1'-0"G0.40 301_CODE ANALYSIS PLAN - SENIOR CENTER 1/8" = 1'-0"G0.40 2 01_CODE ANALYSIS PLAN - TEEN LOUNGE 1" = 30'-0" 01_CODE ANALYSIS PLAN - OVERALL NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET UP B C 3 4 52.5 3.5 D 1.03 1.04 1.10 1.09 1.02 1.13 1.13 1.11 1.01 1.09 1.09 1.12 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORKEXISTING TEEN LOUNGE EXISTING EXTERIOR PATIO4'-5"23'-7" 1'-4"3'-5"1.11 1.07 1.28 TYP., ALL ENTRY COLUMNS ADJACENT TO ADDITION A1.005 6 3 1.22 1.22 1.22 1.13 4 EXTENTS OF STONE VENEER REMOVAL39'-9 7/8"1.02 1.02 9 A1.00 7 A1.00 DEMO EXTENTS FOR NEW OPENING TO B.O. STRUCTURE14'-0"03 02 K. 5.3 L.J. 1.05 1.03 1.03 1.03 1.03 1.05 1.02 1.01 1.03 1.04 1.02 1.06 1.14 1.08 1.02TO 7'-2" FOR NEW DOOR11 1/2"1'-1" 1.022'-9 1/2"11"6 3/4"NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK EXISTING SENIOR CENTER EXISTING STORAGE EXISTING OFFICE EXISTING OFFICE EXISTING CORRIDOR 1.01 1.02 1.02 1.21 4'-7 3/4"1.02 CLEAN AND PREPARE EXISTING FINISH FOR NEW PAINTED FINISH (COLOR TO MATCH EXISTING) REMOVE EXISTING PEELING PAINT FROM STOREFRONT WINDOW AND DOOR SYSTEM, 1.20 03 02 K. 5.3 L.J. NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK 1.171.18 1.17 1.17 1.16 1.19 1.17 1.18 1.18 9 3/8" 3'-1 3/8" 1.19 1.19 1.191.15 B C 3 4 52.5 3.5 D NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK1.17 1.17 1.19 1.19 7 A1.00 1.24 1.26 1.22 1.26 1.25 1.13 9" 1.27 9 A1.00 7 A1.00 1.25 3'-5"1'-6" 1.13 1.07 1.22 1.131.26 9" 1.24 1.27 1.22 1.10 1.23 FROM FACE OF EXISTING CMU 9 1/2" DEMO EXTENTS FOR NEW OPENING 14'-0" STONE VENEER DEMO EXTENTS 7'-7 5/8" STONE VENEER DEMO EXTENTS 18'-2 1/4" 1.26 EXISTING STONE FACADE REMOVAL12'-0"EX. WALL CONSTR. TO REMAIN1.091.091.091.09 1.29VIF 4'-0" 1.01 REMOVE EXISTING METAL RAILING REMOVE EXISTING CAST STONE CAP EXISTING WALL CONSTRUCTION TO REMAIN REMOVE EXISTING CONCRETE SLAB EXISTING FOUNDATION TO REMAIN 3 DEMO EXTENTS, BOTH SIDES TYP. 9" STONE FACADE REMOVE EXISTING CAST STONE CAP EXISTING WALL CONSTRUCTION TO REMAIN REMOVE EXISTING CONCRETE SLAB EXISTING FOUNDATION TO REMAIN REMOVE EXISTING STONE FACADE ON SIDE FACING COURTYARD. REMOVE STONE FACADE ON SIDES TO EXTENTS SHOWN REMOVE EXISTING LIGHT FIXTURE, REF ELECTRICAL DRAWINGS EXISTING WALL STONE FACADE TO REMAIN DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:50:11 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA1.00 FIRST FLOOR DEMOLITION PLAN 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINKEYNOTES - DEMOLITION 1.01 REMOVE EXISTING DOOR, FRAME, AND HARDWARE. 1.02 REMOVE EXISTING WALL TO EXTENTS SHOWN. 1.03 REMOVE EXISTING CASEWORK AS INDICATED. 1.04 REMOVE EXISTING PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS. 1.05 REMOVE EXISTING PREMANUFACTURED FIREPLACE IN ITS ENTIRETY INCLUDING WALL FRAMING, MANTLE, AND SURROUND AND ANY OTHER WORK ASSOCIATED WITH FIREPLACE. 1.06 REMOVE EXISTING COLUMN WRAP. EXISTING STEEL COLUMN WITHIN TO REMAIN. 1.07 REMOVE EXISTING WALL CAP AND ASSOCIATED EXISTING CMU BLOCK WALL TO 1 BLOCK BELOW GRADE TO EXTENTS SHOWN. 1.08 REMOVE EXISTING BUILT-IN BENCH AND ALL ASSOCIATED FRAMING, BLOCKING, TRIM, ETC. 1.09 REMOVE EXISTING WINDOW IN ITS ENTIRETY. 1.10 REMOVE EXISTING GATE AND ASSOCIATED HARDWARE, PREP OPENING FOR INFILL. 1.11 REMOVE EXISTING EXTERIOR CONCRETE SLAB. 1.12 REMOVE EXISTING EXTERIOR WALL FINISH TO EXTENTS SHOWN, INCLUDING STONE VENEER, FRAMING, INSULATION, SHEATHING, AND AIR AND WATER BARRIER. PORTION OF EXISTING AIR AND WATER BARRIER TO BE TIED INTO NEW ROOF, REVIEW DETAIL ON A2.50 TO COORDINATE DEMOLITION. EXISTING CMU BLOCK WALL BEHIND TO REMAIN. 1.13 REMOVE EXISTING METAL RAILING AND WALL CAP, EXISTING CMU WALL BELOW TO REMAIN. 1.14 REMOVE EXISTING FIRE EXTINGUISHER CABINET. SALVAGE/RELOCATE PER NEW FLOOR PLAN ON SHEET A2.0. 1.15 EXISTING ACT CEILING TO REMAIN. 1.16 EXISTING GYP. BOARD SOFFIT TO REMAIN. 1.17 REMOVE EXISTING ACT CEILING AND ASSOCIATED LIGHT FIXTURES. REF MEP DRAWINGS FOR EXTENT OF MEP EQUIPMENT REMOVAL. 1.18 REMOVE EXISTING ACT CEILING AND LIGHT FIXTURES TO EXTENTS SHOWN. REF MEP DRAWINGS FOR EXTENT OF MEP EQUIPMENT REMOVAL. 1.19 REMOVE EXISTING GYP. BOARD SOFFIT TO EXTENTS SHOWN. 1.20 DEMO EXISTING SLAB AS REQUIRED FOR NEW SANITARY LINE, VERIFY LOCATION OF LINE IN FIELD. 1.21 EXISTING ELECTRICAL AND PLUMBING EQUIPMENT TO REMAIN. PROTECT DURING DEMOLITION. 1.22 REMOVE EXISTING LIGHT FIXTURE, REF ELECTRICAL DRAWINGS FOR WIRING REMOVAL EXTENTS 1.23 REMOVE EXISTING SECURITY CAMERA, REF ELECTRICAL DRAWING FOR WIRING REMOVAL EXTENTS 1.24 REMOVE EXISTING WALL CAP, RETAIN EXISTING LIGHTNING PROTECTION FOR REINSTALLATION ON PARAPET WALL. 1.25 REMOVE EXISTING CAST STONE COLUMN CAP. 1.26 REMOVE EXISTING STONE VENEER, EXISTING CMU WALL BEHIND TO REMAIN. 1.27 REMOVE TOP COURSE OF EXISTING 12" CMU BLOCK WALL. 1.28 EXISTING EXTERIOR LIGHT FIXTURE TO REMAIN. 1.29 REMOVE PORTION OF WALL REQUIRED FOR INSTALLATION OF NEW DOOR GENERAL DEMOLITION NOTES A.THIS DEMOLITION PLAN SHALL SERVE TO AID THE CONTRACTORS IN EVALUATION OF THE WORK AND EXTENT OF DEMOLITION. BUT WILL NOT BE HELD TO BE ALL INCLUSIVE. THE CONTRACTORS ARE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS, DEMOLITION AND REMOVALS AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK AND FINISHES INDICATED WHETHER OR NOT IT IS SPECIFICALLY NOTED IN THESE DRAWINGS B.REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED WORK. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK WITH OTHER CONTRACTORS. C.DEMOLITION WORK EFFECTING OCCUPIED AREAS OF THE FACILITY WILL BE SCHEDULED IN ADVANCE WITH THE OWNER THROUGH CONSTRUCTION/PROJECT MANAGER. REFER TO SPECIFICATIONS. D.OFFER REMOVED ITEMS SUCH AS DOORS, HARDWARE, PLUMBING FIXTURES, AND TOILET ACCESSORIES TO OWNER BEFORE REMOVAL FROM THE SITE. DETERMINE SALVAGE ITEMS WITH THE OWNER BEFORE DEMOLITION BEGINS. E.ALL CONTRACTORS ARE RESPONSIBLE FOR SECURING CHASES AND RISERS BEFORE DEMOLITION WORK PROCEEDS TO PREVENT DEBRIS FROM FALLING THROUGH INTO OCCUPIED SPACES BELOW. F.REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED WORK AND ITEMS TO BE REMOVED OR RE-INSTALLED IN NEW CONSTRUCTION. TEMPORARY LIGHTING, COMMUNICATION AND MECHANICAL SYSTEMS WILL BE COORDINATED WITH OTHER CONTRACTORS. MAINTAIN ALL LIFE SAFETY DEVISES. F.HOLES LEFT IN THE CONCRETE FLOOR FROM REMOVED ITEMS SUCH AS PLUMBING PIPES, CONDUITS, ETC. WILL BE PATCHED BY RESPECTIVE CONTRACTOR PERFORMING THAT PORTION OF THE WORK. H.FINISH REMOVAL NOTES APPLY TO PARTITIONS/WALLS THAT REMAIN. REMOVE ALL FINISHES FROM WALLS THAT REMAIN WITHIN THE LIMIT OF CONSTRUCTION. I.INTERIOR PARTITIONS AND/OR WALLS SHALL BE REMOVED ENTIRELY FROM DECK ABOVE TO DECK BELOW. 1/8" = 1'-0"A1.00 1FIRST FLOOR DEMO PLAN - TEEN LOUNGE 1/8" = 1'-0"A1.00 2FIRST FLOOR DEMO PLAN - SENIOR CENTER 1/8" = 1'-0"A1.00 70FIRST FLOOR DEMO RCP - SENIOR CENTER 1/8" = 1'-0"A1.00 80FIRST FLOOR DEMO RCP - TEEN LOUNGE 1/8" = 1'-0"A1.00 5COURTYARD DEMOLITION ELEVATION - W 1/8" = 1'-0"A1.00 6 COURTYARD DEMOLITION ELEVATION - N 1/8" = 1'-0"A1.00 3COURTYARD DEMOLITION ELEVATION - S 1/8" = 1'-0"A1.00 4COURTYARD DEMOLITION ELEVATION - E NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET 1/2" = 1'-0"A1.00 9 TYP. DEMO SECTION AT COURTYARD WALL 1/2" = 1'-0"A1.00 7 TYP. DEMO SECTION AT COURTYARD COLUMN 03 02 K. 5.3 L.J. THE LOUNGE127 STORAGE129 ELEVATOR MECH.130 129 128 127 A A A ALIGNSTORAGE134 A 6'-10 5/8" VIF1'-0"7'-0"8'-2"7'-0"7'-0"7'-0"4'-0" 134A6'-5 1/2"IG1 IG2 A2.00 3 EQEQ A2.00 5 A2.00 6 ELEV138 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK 2.01 2.02 6'-5 1/4"12'-1 3/4"9'-10"ALIGN 2.01 A 2.03 2.03 2.04 2.03 2.03 STORAGE128 3'-7" A 2.13 2.14 2.15 B C 3 4 52.5 3.5 D THE HUB116.1 1'-10" COMM. ROOM190B ELECTRICAL190A MAIN MECHANICAL190 4 A4.00 5 A4.00 1 A4.00 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK A3.001 A3.00 2 116.2AGAMING116.2 3 A4.00 116.1C 38'-4"3 A3.00 3 A3.00 4 A3.00 1'-6" STORAGE116.3 116.3 2 A4.00 116.2B 2.01 2.01 2.01 2.03 2.03 2.03 A A 11"EQEQ1'-8 1/2"8'-9 3/4"11'-0 1/2"9'-5 3/4" 2.05 2.07 2.09 2.106'-0"6'-0"3'-2"2'-10"8'-6"8'-0" 2.11 TYP OF 8 2.12 C C B B C C 2.172.18 03 02 J. 4 A2.00 1'-3 3/8"1'-0"7 3/4"5'-8"8 1/4"7"SURROUND7'-0"7"8 1/4"5'-8"7 3/4"7'-0"8'-2"7'-0"OPENING3'-0"3 5/8" METAL STUD WALL WITH 5/8" GYP. BOARD, TYP AT BOOKSHELVES 3 5/8" METAL STUD WALL WITH 5/8" CEMENTITIOUS BACKERBOARD AND TILE, TYP AT FIREPLACE J. CEMENTITIOUS TILE BACKER BOARD SECURED TO 3 5/8" CFM STUDS @ 16" O.C., TYP. FIREPLACE SURROUND, REF INTERIOR ELEVATIONS WALL TILE. REFER TO ROOM FINISH SCHEDULE, TYP. 4 3/8" VIF EXISTING WALL CONSTRUCTION 1'-11" FLOOR LINE, TYP.6"COORD. 2'-6 3/4" R.O.6"DASHED LINE OF SIMULATED FIREPLACE. COORDINATE INSTALLATION AS PER MANUFACTURER'S SPECIFICATIONS, TYP. CEMENTITIOUS TILE BACKER BOARD SECURED TO 3 5/8" CFM STUDS AT 16" O.C., TYP. PROVIDE CFM HEADER AS REQUIRED, TYP.A2.00 7 03 K. 11"11" 1'-10"11"11"1'-10"ALIGN WITH SOFFIT ABOVE PAINTED 5/8" GYP. BD. ON 3 5/8" METAL STUDS, TYP. EXISTING STRUCTURAL COLUMN, VIF 5.3 J. 2'-0"11"11"1'-10" VIFPAINTED 5/8" GYP. BD. ON 3 5/8" METAL STUDS PAINTED 5/8" GYP. BD. ON EXISTING 3 5/8" METAL STUDS, VIF EXISTING WALL CONSTRUCTION 11"11"SPLICE IN NEW 3 5/8" METAL STUDS AS REQUIRED AT EXISTING WALL EXISTING WALL CONSTRUCTION PAINTED 5/8" GYP. BD. ON EXISTING 3 5/8" METAL STUDS ALUMINUM STOREFRONT, TYP. 1/4" GLASS SEALANT AND BACKER ROD. TYPICAL BOTH SIDES SPLICE IN NEW 3 5/8" METAL STUDS AS REQUIRED AT EXISTING WALL 2'-0" ALUMINUM STOREFRONT, TYP. 1/4" GLASS WALL TILE. REFER TO ROOM FINISH SCHEDULE, TYP. CEMENTITIOUS TILE BACKER BOARD SECURED TO 3 5/8" CFM STUDS AT 16" O.C., TYP. DASHED LINE OF SIMULATED FIREPLACE. COORDINATE INSTALLATION AS PER MANUFACTURER'S SPECIFICATIONS, TYP. FIREPLACE TRIM OVER TILE FACE. JAMBS AND SILL ARE SIMILAR. CFM STUD AT HEAD. COORDINATE WITH MANUFACTURER'S REQUIREMENTS, TYP. FIREPLACE TRIM TILE FIRE RESISTANCE: (IF INDICATED BY TAG ON PLANS) 1HR UL U419 A4 7/8" 3 5/8" METAL STUD 5/8-INCH GYPSUM BOARD ALL PARTITIONS GO TO DECK U.N.O ON PLANS FIRE RESISTANCE: (IF INDICATED BY TAG ON PLANS)B4 1/4"3 5/8" METAL STUD 5/8" GYP BOARD FIRE RESISTANCE: (IF INDICATED BY TAG ON PLANS)C1 1/2"7/8" HAT CHANNEL 5/8" GYP BOARD ACOUSTICAL BATT INSULATION AS INDICATED ON PLANS DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:50:14 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA2.00 FIRST FLOOR CONSTRUCTION PLAN 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINGENERAL CONSTRUCTION NOTES A.ALL DIMENSIONS THAT ARE +/- OR ± (PLUS OR MINUS) ARE TO BE DETERMINED EXACTLY BY FIELD MEASUREMENT. B.ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE WORK. ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. C.ALL DIMENSIONS HAVE PREFERENCE OVER SCALE, DO NOT SCALE DRAWINGS. D.LARGE SCALE DETAILS, GOVERN OVER SMALL SCALE DETAILS. E.IF CONTRACTOR SHOULD DISCOVER ANY UNFORSEEN PROBLEMS DURING THE REMOVAL OF ANY EXISTING CONSTRUCTION OR THE CONSTRUCTION OF ANY NEW WORK, THE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY AND THAT PARTICULAR WORK SHOULD BE DISCONTINUED UNTIL NECESSARY REVISIONS CAN BE DECIDED UPON. F.ALL DOORS IN METAL STUD PARTITIONS TO BE LOCATED WITH OUTSIDE EDGE OF THE FRAME 4" FROM PERPENDICULAR WALL. ALL MASONRY OPENINGS CREATED FOR NEW DOORS TO BE LOCATED 8" FROM PERPENDICULAR WALL. TYPICAL UNLESS NOTED OTHERWISE. G.ALL INTERIOR WALLS GO TO ROOF DECK, UNLESS NOTED OTHERWISE. H.WHEN INFILLING AN OPENING WITHIN A MASONRY WALL, TOOTH-IN MASONRY TO MATCH EXISTING COURSING, UNLESS NOTED OTHERWISE. I.ALL INTERIOR DIMENSIONS ARE TO FACE OF SHEATHING AND/OR FACE OF INTERIOR MASONRY, UNLESS NOTED OTHERWISE. J.COORDINATE FINAL PARITION LOCATIONS WITH FURRING AT STRUCTURAL ELEMENTS. K.COORDINATE INTERIOR CONCRETE SLAB ON GRADE CONTROL JOINT PATTERN AT ALL HARD-TILED SURFACE AREAS WITH ARCHITECT. L.ALL EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION, FACE OF EXTERIOR SHEATHING, AND/OR FACE OF EXTERIOR MASONRY. KEYNOTES - CONSTRUCTION 2.01 WALL MOUNTED TELEVISION, PROVIDE FRT BLOCKING AT LOCATION AS REQUIRED. 2.02 NEW ELECTRIC FIREPLACE INSERT, REF ELECTRICAL DRAWINGS AND INTERIOR ELEVATIONS. BASIS OF DESIGN DIMPLEX REVILLUSION 36" BUILT-IN FIRE BOX, RBF36-FG. 2.03 NEW MILLWORK, REFER TO FINISH DRAWINGS. 2.04 NEW SINK, REFER TO PLUMBING DRAWINGS. 2.05 NEW 4" CONCRETE SLAB ON GRADE WITH VAPOR BARRIER. REFER TO STRUCTURAL DRAWINGS, 2.07 NEW EXTERIOR CONCRETE SLAB, MATCH ADJACENT DEPTH. SLOPE SLAB AS REQUIRED TO CREATE LEVEL SURFACE AT NEW EXTERIOR DOOR. 2.09 ELECTRICAL EQUIPMENT, REF ELECTRICAL DRAWINGS 2.10 INFILL EXISTING OPENING WITH 12" CMU BLOCK TO MATCH ADJACENT WALL CONSTRUCTION. 2.11 FLOOR BOX, REF ELECTRICAL DRAWINGS. 2.12 INFILL EXISTING OPENING WITH 8" CMU TO MATCH ADJACENT WALL CONSTRUCTION 2.13 PATCH AND REPAIR EXISTING WALL AS REQUIRED AT WALL DEMOLITION. 2.14 NEW LOCATION OF RELOCATED FIRE EXTINGUISHER CABINET. 2.15 NEW CONCRETE SLAB TO MATCH EXISTING ADJACENT SLAB AT SANITARY LINE DEMO. 2.17 PRIMARY STORM DRAIN, REF PLUMBING DRAWINGS 2.18 SECONDARY STORM DRAIN ROUTED THROUGH WALL WITH LAMSBTONGUE DRAIN, REF PLUMBING DRAWINGS. 1/8" = 1'-0"A2.00 1FIRST FLOOR CONSTRUCTION PLAN - SENIOR CENTER 1/8" = 1'-0"A2.00 2FIRST FLOOR CONSTRUCTION PLAN - TEEN LOUNGE 1/2" = 1'-0"A2.00 3FIREPLACE ENLARGED PLAN 1/2" = 1'-0"A2.00 4FIREPLACE DETAIL SECTION 1 1/2" = 1'-0"A2.00 5COLUMN ENCLOSURE DETAIL 1 1/2" = 1'-0"A2.00 6COLUMN ENCLOSURE DETAIL 3" = 1'-0"A2.00 7FIREPLACE TRIM DETAIL 1 1/2" = 1'-0" PARTITION TYPES NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET B C 3452.53.5 D NOT IN SCOPE OF WORK1/4" / 1'-0"3/8" / 1'-0"1/2" / 1 ' - 0 " 1/2" / 1'-0"1/2 " / 1 ' -0 "1/2" / 1'-0"4.01 4.03 4.02 4.03 5 A5.00 3 A5.00 TYP. 3 A5.00 TYP. 4 A5.00 TYP. 4 A5.00 TYP. DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:50:15 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA2.50 ROOF PLAN 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINGENERAL ROOF NOTES A.INSTALL ALL ACCESSORIES/PENETRATIONS PER MANUFACTURER'S WARRANTY REQUIREMENTS. 1/8" = 1'-0"A2.50 1NEW ROOF PLAN AT ADDITION KEYNOTES - ROOF NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET BCC.5 5 A4.00 1 A4.00 T.O. NEW PARAPET112'-8" 3 A4.00 4 A3.00 EG1EG1 3.013.02 3.03 33.5 T.O. NEW PARAPET112'-8" 3 A3.00 2 A4.00 116.1C EG3 EG2 3.01 3.02 BC 4 A4.00 T.O. NEW PARAPET112'-8" 116.2A 116.2BA4.00 1 A4.00 2 2'-4"8'-0"3.04 3 4 53.5 4.59.3 T.O. NEW PARAPET112'-8" 3 A3.00 2 A4.00 116.1C EG2 EG3 A4.00 5 A4.00 4 DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:50:22 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA3.00 EXTERIOR ELEVATIONS & BUILDING SECTIONS 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLIN 1/4" = 1'-0"A3.00 1ADDITION ELEVATION E 1/4" = 1'-0"A3.00 2 ADDITION ELEVATION N 1/4" = 1'-0"A3.00 3N/S BUILDING SECTION 1/4" = 1'-0"A3.00 4 E/W BUILDING SECTION KEYNOTES - ELEVATIONS 3.01 MANUFACTURED STONE CAP, REF DETAIL 1/A5.00 3.02 MANUFACTURED STONE CAP, REF DETAIL 2/A5.00 3.03 LAMBSTONGUE SECONDARY ROOF DRAIN, REF PLUMBING DRAWINGS 3.04 16" x 16" RETURN AIR GRILLE, MAINTAIN OPENING IN NEW CMU INFILL. REF MECHANICAL DRAWINGS. NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET 4 STRUCTURAL STEEL, REF STRUCTURAL DRAWINGS EXISTING WALL CONSTRUCTION ABOVE TO REMAIN REF MANUFACTURER'S SPEC 2'-2"8'-0"OUTLINE OF CLOSED DOOR POSITION EXISTING STRUCTURAL STEEL TO REMAIN 6" COLD FORMED METAL FRAMING, REF STRUCTURAL DRAWINGS 3 5/8" METAL STUDS 16" O.C. W/ ONE LAYER OF 5/8" GYP BD 1 1/2" STEEL ROOF DECK, REF STRUCTURAL DRAWINGS FULLY ADHERED GRAY EPDM ROOF ON 1/2" POLYISO ROOF COVER BOARD (2) LAYERS OF 2 1/2" POLYISO ROOF INSULATION, R VALUE: 30 5/8" GYPSUM SHEATHING A5.00 5 MULTIPANEL SECTIONAL VERTICAL OPENING DOOR A6.00 10 3 T.O. NEW PARAPET112'-8" EXISTING WALL CONSTRUCTION TO REMAIN, 2" STONE OVER 12" CMU (FIELD VERIFY) 3 5/8" METAL STUDS 16" O.C. W/ ONE LAYER OF 5/8" GYP BD ALUMINUM STOREFRONT WINDOW SYSTEM WITH 1" INSULATED GLAZING STRUCTURAL STEEL, REF STRUCTURAL DRAWINGS FULLY ADHERED GRAY EPDM ROOF ON 1/2" POLYISO ROOF COVER BOARD METAL BOX HEADER, REF STRUCTURAL DRAWINGS PREFINISHED METAL COPING, TYP. 6" COLD FORMED METAL FRAMING, REF STRUCTURAL DRAWINGS EIFS SYSTEM OVER 3" EPS RIGID INSULATION, R VALUE: 15 COLOR AND FINISH TO MATCH EXISTING BUILDING EIFS BASIS OF DESIGN: STOTHERM CI 6" COLD FORMED METAL FRAMING, REF STRUCTURAL DRAWINGS NEW 4" CONCRETE SLAB WITH VAPOR BARRIER, REF STRUCTURAL DRAWINGS RIGID PERIMETER INSULATION, TYP. R-10 MIN. EXISTING CONCRETE FOUNDATION 1 1/2" STEEL ROOF DECK, REF STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD SHEATHING AIR AND WATER BARRIER, FLUID APPLIED, VAPOR PERMEABLE AIR AND WATER BARRIER MEMBRANE. (2) LAYERS OF 2 1/2" POLYISO ROOF INSULATION, R VALUE: 30 R-19 MINIMUM BATT INSULATION IN STUD CAVITY 3 5/8" METAL STUDS 16" O.C. W/ ONE LAYER OF 5/8" GYP BD A5.00 4 EIFS SYSTEM OVER 3" EPS RIGID INSULATION, R VALUE: 15 COLOR AND FINISH TO MATCH EXISTING BUILDING EIFS BASIS OF DESIGN: STOTHERM CI A6.00 14 A6.00 13 A5.00 6 3 T.O. NEW PARAPET112'-8" EXISTING WALL CONSTRUCTION, 12" CMU (VERIFY IN FIELD) EXISTING EXTERIOR CONCRETE SLAB (VERIFY IN FIELD) EXISTING CONCRETE FOUNDATION 3 5/8" METAL STUDS 16" O.C. W/ ONE LAYER OF 5/8" GYP BD FULLY ADHERED GRAY EPDM ROOF ON 1/2" POLYISO ROOF COVER BOARD PREFINISHED METAL COPING, TYP. NEW 4" CONCRETE SLAB WITH VAPOR BARRIER, REF STRUCTURAL DRAWINGS RIGID PERIMETER INSULATION, TYP. R-10 MIN. 1 1/2" STEEL ROOF DECK, REF STRUCTURAL DRAWINGS AIR AND WATER BARRIER, FLUID APPLIED, VAPOR PERMEABLE AIR AND WATER BARRIER MEMBRANE. SEAL ALL PENETRATIONS OVER FASTENERS, TYP (2) LAYERS OF 2 1/2" POLYISO ROOF INSULATION, R VALUE: 30 R-19 MINIMUM BATT INSULATION IN STUD CAVITY A5.00 3 REINSTALL EXISTING LIGHTNING PROTECTION SYSTEM ON NEW PARAPET CAP, REF ELECTRICAL SHEET E0.00 FOR ADDITIONAL REQUIREMENTS 3 T.O. NEW PARAPET112'-8" EXISTING WALL CONSTRUCTION, 2" STONE OVER 8" AND 12" CMU (VERIFY IN FIELD) STRUCTURAL STEEL, REF STRUCTURAL DRAWINGS EXISTING CONCRETE FOUNDATION CAST STONE CAP, REF DETAIL 1/A5.00 3 5/8" METAL STUDS 16" O.C. W/ ONE LAYER OF 5/8" GYP BD FULLY ADHERED GRAY EPDM ROOF ON 1/2" POLYISO ROOF COVER BOARD PREFINISHED METAL COPING, TYP. 6" COLD FORMED METAL FRAMING, REF STRUCTURAL DRAWINGS NEW 4" CONCRETE SLAB WITH VAPOR BARRIER, REF STRUCTURAL DRAWINGS RIGID PERIMETER INSULATION, TYP. R-10 MIN. 1 1/2" STEEL ROOF DECK, REF STRUCTURAL DRAWINGS AIR AND WATER BARRIER, FLUID APPLIED, VAPOR PERMEABLE AIR AND WATER BARRIER MEMBRANE. (2) LAYERS OF 2 1/2" POLYISO ROOF INSULATION, R VALUE: 30 R-19 MINIMUM BATT INSULATION IN STUD CAVITY EIFS SYSTEM OVER 3" RIGID INSULATION, BASIS OF DESIGN: STOTHERM CI WALL MOUNTED TELEVISION, PROVIDE FRT BLOCKING IN WALL BEHIND. REF ELECTRICAL DRAWINGS FOR POWER AND DATA. A5.00 7 B T.O. NEW PARAPET112'-8" STRUCTURAL STEEL, REF STRUCTURAL DRAWINGS EXISTING CONCRETE FOUNDATION ALUMINUM STOREFRONT WINDOW SYSTEM WITH 1" INSULATED GLAZING FULLY ADHERED GRAY EPDM ROOF ON 1/2" POLYISO ROOF COVER BOARD METAL BOX HEADER, REF STRUCTURAL DRAWINGS PREFINISHED METAL COPING, TYP. 6" COLD FORMED METAL FRAMING, REF STRUCTURAL DRAWINGS NEW 4" CONCRETE SLAB WITH VAPOR BARRIER, REF STRUCTURAL DRAWINGS (2) LAYERS OF 2 1/2" POLYISO ROOF INSULATION, R VALUE: 30 R-19 MINIMUM BATT INSULATION IN STUD CAVITY 3 5/8" METAL STUDS 16" O.C. W/ ONE LAYER OF 5/8" GYP BD RIGID PERIMETER INSULATION, TYP. R-10 MIN. EIFS SYSTEM OVER 3" RIGID INSULATION, BASIS OF DESIGN: STOTHERM CI A6.00 14 DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:50:23 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA4.00 WALL SECTIONS 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLIN 3/4" = 1'-0"A4.00 4SECTION AT NEW OPENING 3/4" = 1'-0"A4.00 5WALL SECTION AT EXISTING STUB WALL 3/4" = 1'-0"A4.00 1 WALL SECTION AT EXISTING ENCLOSURE WALL 3/4" = 1'-0"A4.00 3WALL SECTION AT EXISTING COLUMN 3/4" = 1'-0"A4.00 2 WALL SECTION AT EXTERIOR DOOR NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET 8" THICK SMOOTH MANUFACTURED STONE LINE OF COLUMN AND WALL BELOW 2'-6"1'-4 1/4"3" 1'-7 1/4"8"6"1'-4 1/4"3" 2" DRIP EDGE, 3 SIDES PLAN PROFILE 8" THICK SMOOTH MANUFACTURED STONE LINE OF COLUMN AND WALL BELOW 2'-6"8"6"1'-4 1/4"3" 2" DRIP EDGE, 4 SIDES DRIP EDGE BELOWDRIP EDGE BELOW 3"1'-4 1/4"2'-6" PLAN PROFILE SEALANT 3 T.O. NEW PARAPET112'-8"8"2" FULLY ADHERED GRAY EPDM ROOF ON 1/2" POLYISO ROOF COVER BOARD PREFINISHED METAL COPING, TYP. 1 1/2" STEEL ROOF DECK, REF STRUCTURAL DRAWINGS (2) LAYERS OF 2 1/2" POLYISO ROOF INSULATION, MINIMUM R VALUE EXTEND AWB OVER COPING BLOCKING TO ROOF SIDE, TYP. 5/8" GYPSUM SHEATHING FRT BLOCKING AT CAP R-19 MINIMUM BATT INSULATION IN STUD CAVITY 5/8" GYPSUM BOARD SHEATHING 6" COLD FORMED METAL FRAMING, REF STRUCTURAL DRAWINGS EIFS SYSTEM OVER 3" RIGID INSULATION, BASIS OF DESIGN: STOTHERM CI REINSTALL EXISTING LIGHTNING PROTECTION SYSTEM ON NEW PARAPET CAP, REF ELECTRICAL SHEET E0.00 FOR ADDITIONAL REQUIREMENTS SILL FLASHING 3 T.O. NEW PARAPET112'-8" FULLY ADHERED GRAY EPDM ROOF ON 1/2" POLYISO ROOF COVER BOARD PREFINISHED METAL COPING, TYP. R-19 MINIMUM BATT INSULATION IN STUD CAVITY 1 1/2" STEEL ROOF DECK, REF STRUCTURAL DRAWINGS (2) LAYERS OF 2 1/2" POLYISO ROOF INSULATION, MINIMUM R VALUE 5/8" GYPSUM BOARD SHEATHING EXTEND AWB OVER COPING BLOCKING TO ROOF SIDE, TYP. 6" COLD FORMED METAL FRAMING, REF STRUCTURAL DRAWINGS 2"8"5/8" GYPSUM SHEATHING EIFS SYSTEM OVER 3" RIGID INSULATION, BASIS OF DESIGN: STOTHERM CI FRT BLOCKING AT CAP CAP FLASHING MEMBRANE 4 EXISTING WALL CONSTRUCTION ABOVE TO REMAIN EXISTING STRUCTURAL STEEL TO REMAIN 6" COLD FORMED METAL FRAMING, REF STRUCTURAL DRAWINGS FULLY ADHERED GRAY EPDM ROOF ON 1/2" POLYISO ROOF COVER BOARD (2) LAYERS OF 2 1/2" POLYISO ROOF INSULATION, MINIMUM R VALUE 5/8" GYPSUM SHEATHING METAL SILL FLASHING REPAIR EIFS AS REQUIRED NEW HEADER AT EXISTING WALL CONSTRUCTION 3 EIFS SYSTEM OVER 3" EPS RIGID INSULATION, R VALUE: 15 COLOR AND FINISH TO MATCH EXISTING BUILDING EIFS BASIS OF DESIGN: STOTHERM CI AIR AND WATER BARRIER, FLUID APPLIED, VAPOR PERMEABLE AIR AND WATER BARRIER MEMBRANE. R-19 MINIMUM BATT INSULATION IN STUD CAVITY SILL FLASHING AT BASE OF EIFS SHIM WITH FRT BLOCKING AS REQUIRED FRT BLOCKING AT BASE OF 6" CFMF 3 5/8" METAL STUD WITH 5/8" GYP BOARD 6" CFMF, REF STRUCTURAL DRAWINGS 3 CAST STONE CAP, REF DETAIL 1/A5.00, AND DETAIL 2/A5.00 AT CORNER COLUMN R-19 MINIMUM BATT INSULATION IN STUD CAVITY METAL FLASHING UNDER COLUMN CAP JOINT SEALANT, ALL EXPOSED SIDES EIFS SYSTEM OVER 3" EPS RIGID INSULATION, R VALUE: 15 COLOR AND FINISH TO MATCH EXISTING BUILDING EIFS BASIS OF DESIGN: STOTHERM CI SILL FLASHING AT BASE OF EIFS SHIM WITH FRT BLOCKING AS REQUIRED FRT BLOCKING AT BASE OF 6" CFMF 6" CFMF, REF STRUCTURAL DRAWINGS DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:50:25 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA5.00 BUILDING DETAILS 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLIN 1" = 1'-0"A5.00 1 CAST STONE CAP DETAIL - TYP. 1" = 1'-0"A5.00 2 CAST STONE CAP DETAIL - CORNER NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET 1 1/2" = 1'-0"A5.00 3PARAPET DETAIL AT ENCLOSURE WALL 1 1/2" = 1'-0"A5.00 4PARAPET DETAIL, TYP. 1 1/2" = 1'-0"A5.00 5 CONNECTION DETAIL AT NEW ROOF 1 1/2" = 1'-0"A5.00 6 DETAIL AT BASE OF EIFS 1 1/2" = 1'-0"A5.00 7DETAIL AT STONE COLUMN CAP 1 2" DOOR WIDTH 2"2"DOOR HEIGHTF FG DOOR LEAF ABBREVIATIONS: F - FLUSH FG - FULL GLASS ADDITIONAL ABBREVIATIONS: ALUM - ALUMINUM ANOD - ANODIZED WD - WOOD PT - PAINT OHD-1 BASIS OF DESIGN: RENLITA SOVEREIGN MULTIPANEL SECTIONAL VERTICAL OPENING 14'-0" W x 8'-0" TALL ALUMINUM FRAME / GLASS CAPTURE' GLAZING: 1/4" INTERIOR GLASS OPERATION: MOTORIZED FINISH: POWDER COAT ST - STAIN7'-6" R.O.5'-6 5/8" R.O. 100'-0"G2 6 A2.00 6 A6.00 4 A6.00 5 A6.00 100'-0"7'-6" R.O.GL1 127 3 A6.00 6 A2.00 6 A6.00 8 A6.00 7'-1" 10"6'-3" DOOR. REFER TO DOOR SCHEDULE, TYP. ALUMINUM STOREFRONT DOOR HEAD, TYP. SEALANT AND BACKER ROD. TYPICAL BOTH SIDES. PROVIDE DOOR AND WINDOW FOAM IN SHIM SPACE, TYP. CFM STUDS AT 16" O.C., TYP. METAL STUD HEADER AT OPENING HEAD, TYP.PAINTED GYP. BD. REFER TO PARTITION TYPES, TYP. PROVIDE SOUND BATT INSULATION IN STUD CAVITY AS REQUIRED. REFER TO PARTITION TYPES, TYP. 1/4" GLASS ALUMINUM STOREFRONT, TYP. SEALANT AND BACKER ROD. TYPICAL BOTH SIDES. PROVIDE DOOR AND WINDOW FOAM IN SHIM SPACE, TYP. CFM STUDS AT 16" O.C., TYP. METAL STUD HEADER AT OPENING HEAD, TYP.PAINTED GYP. BD. REFER TO PARTITION TYPES, TYP. PROVIDE SOUND BATT INSULATION IN STUD CAVITY AS REQUIRED. REFER TO PARTITION TYPES, TYP. 1/4" GLASS ALUMINUM STOREFRONT, TYP. SEALANT AND BACKER ROD. TYPICAL BOTH SIDES. PROVIDE DOOR AND WINDOW FOAM IN SHIM SPACE, TYP. 4 1/2" FLOOR SLAB, TYP.2"ADDITIONAL STEEL REINFORCING AS PER GLAZING MANUFACTURER. SUBMIT SHOP DRAWINGS TO ARCH. FOR APPROVAL, TYP. ALUMINUM STOREFRONT DOOR4 1/2"ALUMINUM STOREFRONT DOOR JAMB 1/4" SAFETY GLASS LINE OF MULLION SILL BELOW 2" 1/4" GLASS ALUMINUM STOREFRONT, TYP. SEALANT AND BACKER ROD. TYPICAL BOTH SIDES. CFM STUDS AT 16" O.C., TYP.4 1/2"PAINTED GYP. BD. REFER TO PARTITION TYPES, TYP. PROVIDE SOUND BATT INSULATION IN STUD CAVITY AS REQUIRED. REFER TO PARTITION TYPES, TYP. PROVIDE DOOR AND WINDOW FOAM IN SHIM SPACE, TYP. 2" 1/4" GLASS ALUMINUM STOREFRONT, TYP. SEALANT AND BACKER ROD. TYPICAL BOTH SIDES. PROVIDE DOOR AND WINDOW FOAM IN SHIM SPACE, TYP.4 1/2"EXISTING WALL CONSTRUCTION 4 EQ. PANELS8'-0"14'-0" GL1 GL1 GL1 GL1 100'-0"9'-0"3'-5" 116.1C GL2 7'-6" 100'-0"9'-0"GL2 100'-0"9'-0"8'-0" GL2 PAINTED HOLLOW METAL FRAME DOOR AS PER SCHED. METAL STUD HEADER, TYP. GYP. BD. PARTITION. REFER TO SCHED. 5 3/4"2"IF FIRE RATED, GROUTED SOLID PAINTED HOLLOW METAL FRAME, TYP. DOUBLE STUDS AT JAMB, TYP. DOOR AS PER SCHEDULE, TYP. SEALANT, TYP. GYP. BD. PARTITION. REFER TO SCHED., TYP. 2"5 3/4"IF FIRE RATED, GROUTED SOLID TRACK GLAZING: 1/4" LAMINATED ROLLER GARAGE DOOR, REFER TO DOOR SHCEDULE. BULB SEAL FLAP SEAL ON 45 DEGREE CARRIER GARAGE DOOR, REFER TO DOOR SCHEDULE ROLLER GLAZING: 1/4" LAMINATED TRACK STRUCTURAL STEEL HEADER, REF STRUCTURAL DRAWINGS 3 5/8" METAL STUD FRAMING WITH 5/8" GYP BOARD AT OPENING ATTACHMENT TO STRUCTURE BY DOOR MANUF. DOOR TRACK DOOR HINGE/AXLE GLAZING: 1/4" LAMINATED GLASS GARAGE DOOR, REFER TO DOOR SCHEDULE. 1" FLAP SEAL EXISTING CMU WALL LINE OF MULLION JAMB BEYOND. 1/4" TH. SAFETY GLASS, TYP. PREFINISHED ALUMINUM THRESHOLD BOND BREAKER, SEALANT, AND BACKER ROD AT THERMAL BREAK, TYP. INTERIOR CONCRETE SLAB. REFER TO STRUCTURAL DWGS.EXTERIOR PAVING. SLOPE AWAY FROM BUILDING, TYP. ALUMINUM STOREFRONT DOOR. WEATHER SEAL, TYP. 4 1/2" EXTEND VAPOR BARRIER INTO THERMAL BREAK AND SEAL, TYP. 7 1/2"5 7/8" 3 METAL BOX HEADER, REF STRUCTURAL DRAWINGS 3 5/8" METAL STUDS 16" O.C. W/ ONE LAYER OF 5/8" GYP BD EIFS SYSTEM OVER 3" EPS RIGID INSULATION, R VALUE: 15 COLOR AND FINISH TO MATCH EXISTING BUILDING EIFS BASIS OF DESIGN: STOTHERM CI PREFINISHED ALUM. HEAD FLASHING WITH DRIP EDGE SEALANT AND BACKER ROD. TYP. BOTH SIDES 3 3/4"10 3/8" 2 1/4" 3 1/2"2 5/8"1/2"3 5/8" METAL STUDS 16" O.C. W/ ONE LAYER OF 5/8" GYP BD EIFS SYSTEM OVER 3" EPS RIGID INSULATION, R VALUE: 15 COLOR AND FINISH TO MATCH EXISTING BUILDING EIFS BASIS OF DESIGN: STOTHERM CI PREFINISHED ALUM. HEAD FLASHING WITH DRIP EDGE SEALANT AND BACKER ROD. TYP. BOTH SIDES 10 3/8"3 3/4" FRT BLOCKING AT SILL WRAP GYPSUM BOARD TO STOREFRONT FRAME 6" CFMF, REF STRUCTURAL DRAWINGS DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:50:27 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA6.00 DOOR & WINDOW SCHEDULES & DETAILS 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINDOOR SCHEDULE MARKROOMWIDTHHEIGHTNO. PANELS DOOR GLAZING TYPE FRAME FRAME (HJS DETAILS ON A6.0 U.N.O) FIRE RATING DOOR HARDWARE #COMMENTSLEAF TYPELEAF MATERIALLEAF FINISHFRAME TYPEFRAME MATERIAL FRAME FINISHHEADJAMBSILL LEVEL 1 116.1CGAMING3'-0"7'-0"1FGALPTGL2SF/CW*ALUMANOD12/A6.001 116.2ATHE HUB14'-0"8'-0"OHD-1ALPTGL1---10/A6.0011/A6.009/A6.00VERTICAL LIFT ACCORDION STYLE STACKING GARAGE DOOR 116.2BGAMING3'-0"7'-0"1FGWDSTGL11HMPT1/A6.002/A6.00-2 116.3STORAGE6'-0"7'-0"2FWDST-1HMPT1/A6.002/A6.00-3 127THE LOUNGE6'-0"7'-4"2FGWDSTGL1SF/CW*ALUMANOD3/A6.007/A6.00-4 128STORAGE3'-0"7'-0"1FGWDSTGL11HMPT1/A6.002/A6.00-5 129STORAGE3'-0"7'-0"1FWDST-1HMPT1/A6.002/A6.00-6 134ASTORAGE5'-0"7'-0"2FWDST-1HMPT1/A6.002/A6.00-6LHA 1/4" = 1'-0" DOOR FRAME ELEVATIONS 1/4" = 1'-0" DOOR LEAF ELEVATIONS GLAZING SCHEDULE GLAZING TYPE DESCRIPTION GL1INTERIOR 1/4" TEMPERED GLASS GL21" INSULATED LOW-E GLAZING IG-1IG-2 1 1/2" = 1'-0"A6.00 3STOREFRONT HEAD AT DOOR 1 1/2" = 1'-0"A6.00 4 STOREFRONT HEADER DETAIL 1 1/2" = 1'-0"A6.00 6STOREFRONT SILL 1 1/2" = 1'-0"A6.00 7STOREFRONT DOOR JAMB 1 1/2" = 1'-0"A6.00 8 STOREFRONT DETAIL AT PERPENDICULAR WALL 1 1/2" = 1'-0"A6.00 5STOREFRONT JAMB DETAIL AT ELEVATOR EG-2EG-3EG-1 1 1/2" = 1'-0"A6.00 1HEAD DETAIL - GYP 1 1/2" = 1'-0"A6.00 2JAMB DETAIL - GYP EXTERIOR STOREFRONT (EG): THERMALLY BROKEN STOREFRONT BASIS OF DESIGN: KAWNEER 451T (2" x 4 1/2" FRONT SET), FULLY CAPTURED FINISH: INTERIOR STOREFRONT (IG): STOREFRONT BASIS OF DESIGN: KAWNEER 451 (2" x 4 1/2" FRONT SET), FULLY CAPTURED FINISH: 1 1/2" = 1'-0"A6.00 9ACCORDIAN DOOR SILL 1 1/2" = 1'-0"A6.00 10ACCORDIAN DOOR HEAD 1 1/2" = 1'-0"A6.00 11ACCORDIAN DOOR JAMB HARDWARE SETS SET 1 1 PAIR HINGES CLASSROOM LOCKSET FUNCTION EXIT PANIC DEVICE (RIM) THRESHOLD WEATHERSTRIPPING CLOSER SILENCER DOOR CONTACT SET 2 2 PAIR HINGES PASSAGE LOCKSET EXIT PANIC DEVICE (VERTICAL ROD) SILENCERS SET 3 2 PAIR HINGES 1 DUMMY LEVER 1 STOREROOM FUNCTION LEVER 1 SET SILENCERS SET 4 2 PAIR HINGES CLOSERS EACH DOOR CLASSROOM LOCKSET FUNCTION EXIT PANIC DEVICE (VERTICAL ROD) SET 5 3 HINGES PASSAGE FUNCTION LEVER SET OF SILENCERS SET 6 3 HINGES STOREROOM LOCKSET LEVER SILENCER 1 1/2" = 1'-0"A6.00 12 SILL DETAIL 1 1/2" = 1'-0"A6.00 13HEAD AT EXTERIOR STOREFRONT NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET 1 1/2" = 1'-0"A6.00 14SILL AT EXTERIOR STOREFRONT 03 02 K. 5.3 L.J. NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK WDCG-1 8'-6" A.F.F. GWB-01 7'-6" A.F.F. GWB-1 8'-0" A.F.F. GWB-01 8'-8" A.F.F. ACP-1ACP-1ACP-1ACP-1ACP-1ACP-1 ACP-1ACP-1ACP-1ACP-1ACP-1ACP-1 GWB-01 8'-8" A.F.F. EXP-1 2 A7.00 TYP. 1 A7.00 TYP. ACT-1 8'-0" A.F.F. ACT-1 8'-0" A.F.F. 1 A7.00 TYP. 4 A7.00 TYP. EQEQ6'-6"6'-6"6'-1"6'-1"6'-6"6'-6" 7.01 9'-7 7/8"4 7/8"2'-6"6'-0"6'-0"6'-0"6'-0"2'-6"6'-0"6'-0"6'-0"3'-6"7'-7"7'-7"3'-6"7.03 7.047.047.047.047.047.047.047.04 B C 3 4 52.5 3.5 D NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK 3 A7.00 TYP. 4 A7.00 TYP.EQ TYPEQ TYPACT-2 8'-0" A.F.F. EXP-2 2'-2"14'-5 1/8"ACT-2 8'-0" A.F.F. 4'-3"6'-6"6'-6"4'-11 3/4" EQ EQEQEQ 7.02 EQ6'-0"6'-0"6'-0"6'-0"6'-0"EQACP-1 4 A7.00 TYP. ACP-1 ACP-1 ACP-1 ACP-1 ACP-1 ACP-1 ACP-1 ACP-1 7.05 7.05 7.05 7.05 BOTTOM OF DECK, V.I.F. WOOD GRILLE CEILING WITH PET BACKER AS SCHEDULED. SEE RCP AND FINISH LEGEND. SEE RCP BOTTOM OF ACT CEILING METAL STUD FRAMING, AS SCHED. 5/8" GYP. BD.6"HANGER WIRE T-BAR MEDAL STUD FRAMINING, AS SCHEDULED BOTTOM OF DECK, V.I.F. ACOUSTIC CEILING TILE, SEE RCP AND FINISH LEGEND SEE RCP BOTTOM OF ACT CEILING ALIGN METAL STUD FRAMING, AS SCHED. 5/8" GYP. BD.6" MIN.HANGER WIRE TO STRUCTURE WALL ANGLE ALIGN BOTTOM OF CEILING SEE RCP GYP. BD. SOFFIT, AS SCHEDULED METAL STUD FRAMING, AS SCHED. WOOD GRILLE CEILING WITH PET BACKER, AS SCHEDULED. HANGER WIRE T-BAR BOTTOM OF DECK WOOD GRILLE CEILING TRIM PIECE TO MATCH GRILLE BOTTOM OF LIGHT FIXTURE TO ALIGN WITH BOTTOM OF WOOD SLATS. TRUSS FASTENING KIT. MOUNTED AS PER MANUFACTURER'S INSTRUCTIONS. 1-1/2" THICK ACP-1 AS SCHEDULED. SEE FINISH LEGEND AND RCP. FINISH TO MATCH ADJACENT EXPOSED CEILING. TRUSS. SEE STRUCTURAL DRAWINGS. REFLECTED CEILING FINISH LEGEND CEILING HEIGHT A.F.F. S SPEAKER EXIT SIGN ACT-1 2X2 ACOUSTIC CEILING TILE GWB-1 GYP. BD. CEILING. FINISH PT-1 FLAT U.N.O. WDCG-1 WOOD CEILING EXP-1 NO CEILING / EXPOSED TO METAL DECK (PAINTED PT-1, U.O.N.) BASIS OF DESIGN LIGHTING LEGEND ***LIGHTING ON ARCHITECTURAL DRAWINGS IS SHOWN FOR LOCATION ONLY, SEE ELECT. PLANS FOR FIXTURE TYPES.*** 2X2 RECESSED LED INDIRECT/ DIRECT RECESSED LED DOWNLIGHT 4', 6', AND 8' LED LINEAR LIGHT, INDIRECT / DIRECT PENDANT 4' UTILITY PENDANT LIGHT COVE LIGHT / COVE IN A BOX DECORATIVE CYLINDER PENDANT SUSPENDED LED CYLINDER EXP-2 NO CEILING / EXPOSED TO METAL STRUCTURE (PAINTED PT-2, U.O.N.) DECORATIVE PENDANT ACP-1 2X4 ACOUSTIC CEILING PANEL ACT-2 2X2 ACOUSTIC CEILING TILE DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:50:30 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA7.00 FIRST FLOOR RCP 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINGENERAL CEILING NOTES A.SEE ALSO FINISH SCHEDULE, SHEET A9.0, FOR CEIILING MATERIALS AND FINISHES. B.COORDINATE ALL WORK WITH MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION DRAWINGS. C.ALL FIXTURES SHALL BE CENTERED AND/OR ALIGNED AND LOCATED AS SHOWN IN THE DRAWINGS. CENTER ALL RECESSED CAN LIGHTING IN CEILING TILES WHERE APPLICABLE. D.COORDINATE ALL EMERGENCY LIGHTING REQUIREMENTS WITH ELECTRICAL DRAWINGS. PROVIDE AND INSTALL BATTERY BACK-UP WHERE REQUIRED. E.COORDINATE ALL EXIT SIGNAGE WITH ELECTRICAL DRAWINGS. PROVIDE AND INSTALL BATTERY BACK-UP WHERE REQUIRED. FIELD VERIFY ALL MOUNTING HEIGHTS, TYPES AND LOCATIONS. F.ALL CEILING MATERIALS IN PROJECT AREAS SHALL BE IN COMPLIANCE WITH OBC TABLE 803.5 AND SHALL BE MINIMUM CLASS C (FLAMESPREAD 0-200, SMOKE DEVELOPED 0-450) PER ASTM E84. ALL MATERIALS IN CEILING PLENUMS TO HAVE A FLAMESPREAD RATING OF 25 OR LESS AND SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED ACCORDING TO ASTM E. 1/8" = 1'-0"A7.00 aFIRST FLOOR CONSTRUCTION RCP - SENIOR CENTER 1/8" = 1'-0"A7.00 BFIRST FLOOR CONSTRUCTION RCP - TEEN LOUNGE 1 1/2" = 1'-0"A7.00 2CEILING DTL_EXPOSED CEILING TO WDCG 1 1/2" = 1'-0"A7.00 3CEILING DTL_ACT CEILING TO EXP-1 1 1/2" = 1'-0"A7.00 1 WOOD CEILING TRANSITION 3" = 1'-0"A7.00 4TRUSS ACOUSTIC PANELS KEYNOTES - RCP 7.01 EXTEND EXISTING SOFFIT AT EXISTING WALL REMOVAL. 7.02 LINES INDICATE EXTENT OF OVERHEAD GARAGE DOOR WHEN OPENED. COORDINATE LOCATION OF LIGHTING, DUCTWORK, SPRINKLERS ACCORDINGLY. 7.03 CEILING TO MATCH ADJACENT EXISTING SPACE. 7.04 RS-1 TO BE USED 7.05 RS-2 TO BE USED NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET UP THE LOUNGE127 A9.0011 A9.008 A9.009 A9.00 10 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORKCWT-1STN-1TS-1CG-1CG-1 CG-1CG-1 CG-1 TR-1 TR-1CG-1CG-1 CG-1 CG-1 STORAGE129STORAGE128 TS-1 TS-2 4'-0"TS-2PT-4 STB-1 RB-1 RB-1 A9.00 16 PT-4 LVT-1 SC-1 SC-1 VCT-1 PT-1 PT-1 TS-3 A9.0012 8.01 8.01 CG-1 CG-1CG-1 TR-1 TR-1 8.13 A9.00 1 A9.00 2 THE HUB116.1 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORKWD-1PT-2PT-3MUR-1 PT-1PT-1 PT-3 RB-2 RB-2 TS-1PT-1PT-3MUR-1 PT-3 SC-1 TS-2 8.07 8.07 8.01 8.02 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 LVT-2 LVT-2 8.08 8.08 8.08 8.08 8.09 8.09 8.08 8.08 A9.00 3 STORAGE116.3 PT-1 PT-1 GENERAL FINISH NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. COLORS ARE TO BE SELECTED BY THE ARCHITECT. MATERIAL SAMPLES TO BE SUBMITTED IN ONE SUBMITTAL FOR REVIEW AND APPROVAL BY THE ARCHITECT. SEE REFLECTED CEILING PLANS FOR FEATURES AND APPROXIMATE CEILING HEIGHTS. CONFIRM HEIGHTS WITH BUILDING SECTIONS. PAINT, PRIMERS, ADHESIVES, AND SEALANTS TO BE LOW VOC. ALL TILE AND CARPET TO BE GREEN LABEL CERTIFIED. FLOORING THROUGHOUT PROJECT TO BE NON-SLIP. FLOORING TRANSITIONS TO OCCUR WHENEVER THERE IS A CHANGE IN FLOORING TYPE OR DIRECTION; ALL FLOORING TRANSITIONS TO OCCUR AT CENTER OF DOOR SLAB. PROVIDE MIN. 1" RADIUS ON EXPOSED CORNERS OF COUNTERS. SPACE BETWEEN CABINET DOORS SHOULD NOT EXCEED 1/8". FEATHER FLOOR PREP TO ALLOW FOR EASY TRANSITION BETWEEN FLOORS. DIFFERENCE IN HEIGHT NOT TO EXCEED 1/4" EXACT AREA FOR FLOOR PREPARATION TO BE DETERMINED BY G.C. MAXIMUM WIDTH FOR WINDOW BLINDS AND SHADES IS TO BE 4 ’-0”. IF A WINDOW IS WIDER THAN 4 ’-0”, USE BLINDS OR SHADES MATCHING THE WIDTH OF EACH INDIVIDUAL WINDOW OR AN EQUAL SPLIT OF THE WIDTH IF ONE LARGE WINDOW. UNLESS OTHERWISE NOTED, PAINT ALL ELECTRICAL AND OR ACCESS PANELS TO MATCH ADJACENT PARTITION IN SEMI-GLOSS. UNLESS OTHERWISE NOTED, ALL FURNITURE AND EQUIPMENT IS SHOWN FOR INFORMATION ONLY AND IS NOT PART OF THE CONTRACT FOR CONSTRUCTION. UNLESS OTHERWISE NOTED, HOLLOW METAL DOORS AND FRAMES ARE TO BE PAINTED PT-2 IN SEMI-GLOSS. WHERE WALL FINISH IS INDICATED ON FINISH PLAN AND NO ELEVATION IS PROVIDED, WALL FINISH SHALL EXTEND FROM TOP OF WALL BASE TO UNDERSIDE OF CEILING/STRUCTURE, U.N.O. WHERE WALL TILE OCCURS, ALL EXPOSED EDGES AND OUTSIDE CORNERS SHALL RECEIVE TR-1 WALL TILE TRIM, U.N.O. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. PAINT ALL FIRE EXTINGUISHER CABINETS TO MATCH ADJACENT PARTITIONS IN SEMI-GLOSS UNLESS NOTED OTHERWISE. ALL STRUCTURAL MEMBERS, SPRINKLER LINES, PIPES, CONDUIT, DUCTWORK, AND METAL DECK IN EXPOSED CEILING AREAS SHALL BE PAINTED AS SCHEDULED. SEE EXP-1 AND EXP-2 FINISHES. WITHIN DETENTION AREA ALL OUTSIDE CORNERS TO BE FREE FROM SHARP CORNERS AND EDGES. INCLUDING BUT NOT LIMITED TO COUNTERS, CASESWORK, AND CMU. BASE TS CG INDICATES WALL BASE FINISH OTHER THAN TYPICAL INDICATES CORNER GUARD REFER TO SPECIFICATIONS AND FINISH SPECIFICATIONS LEGEND FOR ADDITIONAL INFORMATION FLOOR PLAN LEGEND SEE FINISH PLAN GENERAL NOTE "F" FOR TYPICAL WALL FINISH INDICATES FLOORING TRANSITION FINISH INDICATES WALL FINISH OTHER THAN TYPICAL SEE FINISH PLAN GENERAL NOTE "E" FOR TYPICAL WALL FINISH LVT-1 LVT-2 FLOOR FLOORING FINISH TAGSEE FILL LEGEND PATTERNS ABOVE FOR INDICATION OF EXTENT OF FINISH SC-1 (SEALED CONCRETE) VCT-1 TRIMS AND TRANSITIONS LVT CONCRETE SCHLUTER VINPRO-U. FLOORING SUBCONTRACTOR TO VERIFY THICKNESS AND PROVIDE AN ADA COMPLIANT TRANSITION. CONCRETE AS SCHEDULED. LVT AS SCHEDULED. LVT TILE SCHLUTER RENO-V. FLOORING SUBCONTRACTOR TO VERIFY THICKNESS AND PROVIDE AN ADA COMPLIANT TRANSITION. TILE AS SCHEDULED. LVT AS SCHEDULED. TS-1 TS-2 TR-1 PARTITION, AS SCHED. WALL TILE AS SCHEDULED WALL TILE AS SCHEDULEDALIGN ALIGNSCHLUTER JOLLY TRIM AT EXPOSED OUTSIDE EDGES OF WALL TILE. CONTRACTOR TO FURNISH AND INSTALL PER MANUFACTURER'S GUIDELINES. COLOR TO BE SELECTED BY ARCHITECT. EXISTING TILE CONCRETE SCHLUTER VINPRO-U. FLOORING SUBCONTRACTOR TO VERIFY THICKNESS AND PROVIDE AN ADA COMPLIANT TRANSITION. CONCRETE AS SCHEDULED. EXISTING TILE FLOORING TS-3 5 1/2"1'-5"1 1/2"1 1/2"11"1 1/2"1 1/2"7" 1 1/2" 1 1/2" PARTITION AS SCHEDULED STONE MANTLE TO MATCH STN-1 1 3 5 °135°135°1 3 5 ° DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 11:04:25 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA8.00 FIRST FLOOR FINISH PLAN 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLIN 1/8" = 1'-0"A8.00 1FIRST FLOOR FINISH PLAN - SENIOR LOUNGE 1/8" = 1'-0"A8.00 2FIRST FLOOR FINISH PLAN - TEEN LOUNGE FINISH LEGEND 06Finish CategoryFINISH CODEFINISH DESCRIPTIONMANUFACTURERPRODUCT /STYLECOLOR / FINISHSIZECOMMENTS FLOOR FINISH 01FLOOR FINISHLVT-1LUXURY VINYL TILEPATCRAFTINSETPURE GOLD18" X 36"INSTALL IN A HERRINGBONE PATTERN 01FLOOR FINISHLVT-2LUXURY VINYL TILEPATCRAFTWOOD + WEALDACORN8.27 x 50.79INSTALL WITH A 1/3 OFFSET 01FLOOR FINISHSC-1SEALED CONCRETE----SEALED, FILL ALL JOINTS AND CRACKS WITH POLYUREA JOINT SEALER 01FLOOR FINISHSC-2POLISHED CONCRETE----COARSE AGGREGATE / SATIN SHEEN - RETROPLATE CONCRETE POLISHING SYSTEM OR EQUAL. FILL ALL JOINTS WITH POLYUREA JOINT FILLER. 01FLOOR FINISHVCT-1VINYL TILETO MATCH EXISTINGTO MATCH EXISITINGTO MATCH EXISTING-- WALL BASE 02WALL BASERB-1RUBBER BASETARKETTTRADITIONAL DURACOVE THERMOPLASTIC RUBBER BASE 4" HIGH COVE BASEPROVIDE ROLLED RUBBER GOODS 02WALL BASERB-2RUBBER BASETARKETTTRADITIONAL DURACOVE THERMOPLASTIC RUBBER BASE 4" HIGH COVE BASEPROVIDE ROLLED RUBBER GOODS 02WALL BASESTB-1STAINLESS STEEL BASESCHLUTERDESIGN BASE-SLBRUSHED STAINLESS STEEL4"ALL TRIM PIECES TO BE USED. INSIDE AND OUTSIDE CORNERS, CONNECTORS, END CAPS, AND SEALING LIPS TO BE USED. WALL FINISH 03WALL FINISHCWT-1CERAMIC WALL TILEFLORIDA TILE SOHO STUDIO3" x 16"GR-1 TO BE USED WITH TILE. 03WALL FINISHCWT-2WALL TILEDECK STOOLSK8-BIT WALL TILE-7" x 7"GR-2 TO BE USED WITH TILE 03WALL FINISHFRP-1FIBERGLASS REINFORCED PANELCONSTRUCTION SPECIALTIES.060" THICK WALL COVERING48" H x 96" W PANELSINSTALL WITH MATCHING INSIDE AND OUTSIDE CORNER TRIM. INSTALL WITH MATCHING TRIM AND CAULK AT VERTICAL SEAMS BETWEEN PANELS. INSTALL WITH MATCHING WAINSCOT TRIM TOP CAP. 03WALL FINISHMUR-1CUSTOM MURAL---- 03WALL FINISHPT-1PAINTSHERWIN WILLIAMSPROMAR 200SW 7005 PURE WHITE-SEMI-GLOSS @ CMU WALLS, EGGSHELL @ GYPSUM BOARD, FLAT @ GYP. BD. SOFFITS, SEMI-GLOSS @ PAINTED WOOD OR METAL TRIM. 03WALL FINISHPT-2PAINTSHERWIN WILLIAMSPROMAR 200SW 6258 TRICORN BLACK-SEMI-GLOSS @ CMU WALLS, EGGSHELL @ GYPSUM BOARD, FLAT @ GYP. BD. SOFFITS, SEMI-GLOSS @ PAINTED WOOD OR METAL TRIM. 03WALL FINISHPT-3ACCENT PAINTSHERWIN WILLIAMSPROMAR 200TBD-SEMI-GLOSS @ CMU WALLS, EGGSHELL @ GYPSUM BOARD, FLAT @ GYP. BD. SOFFITS, SEMI-GLOSS @ PAINTED WOOD OR METAL TRIM. 03WALL FINISHPT-4ACCENT PAINTSHERWIN WILLIAMSPROMAR 200TBD-SEMI-GLOSS @ CMU WALLS, EGGSHELL @ GYPSUM BOARD, FLAT @ GYP. BD. SOFFITS, SEMI-GLOSS @ PAINTED WOOD OR METAL TRIM. 03WALL FINISHSTN-1STONE TILECOTTO D'ESTESTARLIGHTTBD39" X 118"- 03WALL FINISHUPH-1UPHOLSTERY 03WALL FINISHWDWC-1WOOD WALL COVERINGLINEA COUSTIC SLAT PANELOAK WHITE RIFT CUT 3515WHITE OAK VENEER WITH BLACK ACOUSTIC FELT 03WALL FINISHWS-1WOOD STAINMINWAXTBD CEILING FINISH 04CEILING FINISHACP-1ACOUSTIC BAFFLESARMSTRONGTECTUM BLADESPAINTED TO MATCH EXPOSED CEILING1.5" THICK - STANDARD PANEL SIZE 48" X 17.75" SQUARE EDGES - 14 GUAGE STEEL CHANNEL FOR BLADE MOUNTING. ATTACH TO STRUCTURE WITH AIRCRAFT CABLES PER MANUFACTURER'S WRITTEN INSTRUCTIONS. ALL FIELD CUT EDGES TO BE FIELD PAINTED TO MATCH PANEL. 04CEILING FINISHACT-1ACOUSTICAL CEILING TILEARMSTRONGULTIMA BEVELED TEGULARWHITE24"x 24" TILE0.70 NRC MINIMUM. 9/16" SUPRAFINE WHITE GRID. PROVIDE 6" HIGH WHITE AXIOM TRIM AT ANY EXPOSED EDGES OF CEILINGS THAT DO NOT MEET WALLS. 04CEILING FINISHACT-2HIGH NRC ACOUSTIC CEILING TILEARMSTRONGULTIMA HIGH NRC BEVELED TEGULARBLACK24"x 24" TILE0.85 NRC MINIMUM. 9/16" SUPRAFINE BLACK GRID. PROVIDE 6" HIGH WHITE AXIOM TRIM AT ANY EXPOSED EDGES OF CEILINGS THAT DO NOT MEET WALLS. 04CEILING FINISHEXP-1EXPOSED CEILING--FINISH TO MATCH PT-1METAL STRUCTURAL MEMBERS, METAL DECK, DUCTWORK, CONDUIT, SPRINKLER LINES, TO BE PAINTED PT-1 WITH FLAT FINISH DRYWALL PAINT, U.O.N. REFER TO KEYNOTES ON REFLECTED CEILING PLANS FOR ANY AREAS TO REMAIN UNPAINTED. 04CEILING FINISHEXP-2EXPOSED CEILING--FINISH TO MATCH PT-2METAL STRUCTURAL MEMBERS, METAL DECK, DUCTWORK, CONDUIT, SPRINKLER LINES, TO BE PAINTED PT-2 WITH FLAT FINISH DRYWALL PAINT, U.O.N. REFER TO KEYNOTES ON REFLECTED CEILING PLANS FOR ANY AREAS TO REMAIN UNPAINTED. 04CEILING FINISHEXP-3EXPOSED CEILING---METAL STRUCTURAL MEMBERS, METAL DECK, DUCTWORK, CONDUIT, SPRINKLER LINES, TO REMAIN UNPAINTED, U.O.N. REFER TO KEYNOTES ON REFLECTED CEILING PLANS FOR ANY AREAS TO BE PAINTED. 04CEILING FINISHWDCG-1WOOD GRILLE CEILINGLINEALINEA GRILLESOLID WOOD - WHITE OAK - CLEAR SATIN FINISH 1" X 2" BLADE SIZE5 BLADES PER LINEAR FOOT. PROVIDE WOOD BACKER AND BLACK ACOUSTICAL BLANKET ABOVE CEILING (OWENS CORNING SELECTSOUND BLACK ACOUSTIC BOARD OR EQUAL). SURFACE MATERIALS 05SURFACE MATERIALS PLAM-1PLASTIC LAMINATEFORMICAPLASTIC LAMINATEVERDE COMODORO / FENIX NTM-- 05SURFACE MATERIALS PLAM-2PLASTIC LAMINATEFORMICAPLASTIC LAMINATEBLOND CEDAR-- 05SURFACE MATERIALS QTZ-1QUARTZCORIANQUARTZBIANCO PUR3CM 05SURFACE MATERIALS SS-1SOLID SURFACECORIANSOLID SURFACEMODERN WHITE3/4" THICK TRIMS AND TRANSITIONS 06TRIMS AND TRANSITIONS CG-1CORNER GUARDCONSTRUCTION SPECIALTIESCO-8STAINLESS STEEL8' HIGHTO BE USED AT ALL EXPOSED OUTSIDE CORNERS OF WALL, U.N.O. 06TRIMS AND TRANSITIONS GR-1GROUTMAPEI-02 PEWTER-- 06TRIMS AND TRANSITIONS GR-2GROUTMAPEI-93 WARM GRAY-- 06TRIMS AND TRANSITIONS TR-1TILE TRIMSCHLUTERJOLLYSATIN ANOD. ALUM.TO MATCH THICKNESS OF TILE AT EACH LOCATION TO BE USED AT ALL EXPOSED OUTSIDE EDGES OF WALL TILE, U.N.O. 06TRIMS AND TRANSITIONS TS-1FLOORING TRANSITIONSCHLUTERRENO-VSATIN ANOD. ALUM.TO MATCH THICKNESS OF FLOORING AT EACH LOCATION TO BE USED BETWEEN LVT AND EXISTING TILE FLOORING. FLOORING SUBCONTRACTOR TO ENSURE TRANSITION MEETS ADA REQUIREMENTS. 06TRIMS AND TRANSITIONS TS-2FLOORING TRANSITIONSCHLUTERVINPRO-USATIN ANOD. ALUM.TO MATCH THICKNESS OF FLOORING AT EACH LOCATION TO BE USED BETWEEN LVT AND CONCRETE FLOORING. FLOORING SUBCONTRACTOR TO ENSURE TRANSITION MEETS ADA REQUIREMENTS. 06TRIMS AND TRANSITIONS TS-3FLOORING TRANSITIONSCHLUTERVINPRO-USATIN ANOD. ALUM.TO MATCH THICKNESS OF FLOORING AT EACH LOCATION TO BE USED BETWEEN VCT AND EXISTING TILE FLOORING. FLOORING SUBCONTRACTOR TO ENSURE TRANSITION MEETS ADA REQUIREMENTS. WINDOW TREATMENTS 07WINDOW TREATMENTS RS-1MANUAL ROLLER SHADEMECHOSHADE SYSTEMSECOVEIL SHADETBDVARIES, SEE RCPMANUAL, 3% OPENNESS SINGLE SHADE WITH PULL CHAIN. 07WINDOW TREATMENTS RS-2MANUAL DUAL ROLLER SHADEMECHOSHADE SYSTEMSEQUINOX BLACKOUT SHADE AND ECOVEIL SHADE TBDVARIES, SEE RCPMANUAL DUAL SHADE WITH BLACKOUT SHADE AND 3% OPENNESS SHADE. KEYNOTES - FINISH 8.01 WALL MOUNTED TELEVISION PROVIDED BY OWNER. PROVIDE BLOCKING AS REQUIRED. INSTALL CENTERLINE AS SHOWN ON ELEVATIONS. 8.02 ARRAY OF TELEVISIONS PROVIDED BY OWNER. SEE TECHNOLOGY PLANS FOR DETAILS. PROVIDE BLOCKING AS REQUIRED. 8.07 WALL MOUNTED TELEVISION. PROVIDE BLOCKING AS REQUIRED. INSTALL CENTERLINE 5'-6" AFF 8.08 LEVEL 5 FINISH ON WALLS. 8.09 FINISH WALL BASE PT-1 IN PREPARATION FOR MURAL 8.13 FLOORING TO MATCH ADJACENT EXISTING NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET FIREPLACE SURROUND DETAIL LOCKABLE 15'-9 1/2" EQ.3/4"EQ.3/4"EQ.3/4"EQ.3/4"3/4" (4) RECESSED WALL MOUNTED TV MONITORS W/ BLACK MILLWORK REVEAL. CL PT-1 PT-2 PT-3WDWC-1 PT-2 5'-10"22'-10 7/8" EQ EQ 8.02 8.02 8.028.02 8.05 7 A9.10 10'-0"PT-1RB-2 SOFFIT TO BE FINISHED PT-2 PT-2 PLAM-2 CL CL 8 A9.10 SIM.4'-0"14 EQ LOCKABLE 21'-9" 8'-4" QTZ-1 AV CABINETS 3'-1" 12 A9.10 TYP.8.01 7'-0 1/8"2'-6"1 A9.10 TYP. QTZ-1 CWT-2 2'-6"5'-1 3/4"QTZ-1 CWT-2 OPEN KNEE SPACE2'-6"5'-0 1/8"2'-0" 1 A9.10 TYP. QTZ-1 CWT-2 PLAM-2 LOCKABLE 2'-0" PLAM-2 11 A9.10 TYP. 2" OPEN 2'-5 1/2"2'-6"2'-6"5'-1 1/2" 5'-1 5/8"QTZ-1 CWT-2 PLAM-2 LOCKABLE CABINETS 10'-0"2'-10"EQ.EQ.EQ.EQ.EQ.3 1/2"QTZ-1 PLAM-1 2 A9.10 TYP.2'-10"LOCKABLE 2'-0" 4 EQ LOCKABLE 7'-7 1/4" V.I.F.4'-9"12'-0"EQ.WS-1 OPEN SHELF W/ CONCEALED SUPPORTS. PROVIDE BLOCKING AS REQUIRED. 10 A9.10 TYP. 3 A9.10 TYP. 4 A9.10 TYP.7'-7"CWT-1 2'-0"2'-6"PT-4 EQ PT-4 9 A9.10 TYP. 2'-10" PLAM-1 QTZ-1 TRASH/RECYCLING PULL OUT 5 A9.10 TYP.5 A9.10 TYP. LOCKABLE 2'-0" 22'-2" LOCKABLE 2'-9" U.C. REF. 8.10 8.11EQ.EQ.EQ. LOCKABLE 11'-0 5/8" V.I.F. WS-1 OPEN SHELF W/ CONCEALED SUPPORTS. PROVIDE BLOCKING AS REQUIRED. EQ. 3 A9.10 TYP. 4 A9.10 TYP. PLAM-2 QTZ-1 PT-4 1'-3"2'-10"1'-3"2'-9"2'-9" 6'-0" 2'-9"2'-9" 6'-0"3'-0"STN-1 FIREPLACE SURROUND 4 A2.00 3"3" QTZ-1 COUNTERTOP1 A9.11 TYP.1 A9.11 TYP. PT-4 STN-1 PT-4 8.01 7'-0"CL EQ EQCL PT-4 6 A9.10 6'-10 1/2" V.I.F. UPH-1 PLAM-1WS-14'-11 3/4"8.12 4 A8.00 PT-4 QTZ-1 PLAM-2 2'-6"3'-6"15'-1" EQ 2'-6 1/2" EQ 1 A9.10 TYP. PLAM-2 2'-6 1/2"10'-0" 120. 5 °120.5°3/4"PLAM-2 QTZ-1 3'-2"2 A9.11 TYP. 15'-0 1/2" 4"EQ.8"EQ.4" OPEN LEG SPACE OPEN LEG SPACE2'-2"8'-0 3/8"1'-0"3'-6"1 A9.10 TYP.4"QTZ-1PLAM-2 8.06 8.06 A9.004 A9.00 5 A9.006 7 5'-1 3/4"7'-0 1/8"2'-0"2'-7 5/8"5'-0 1/8"2'-6" 8.04 8.06 -- A9.0014 A9.00 13 A9.0015EQ1'-6"7'-0"1'-6"EQ3'-2" CLEAR 5'-0"8.04 8.03 8.06 8.0615'-0 1/2"2" 3'-0" 1'-0"2'-2" GENERAL FINISH NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. COLORS ARE TO BE SELECTED BY THE ARCHITECT. MATERIAL SAMPLES TO BE SUBMITTED IN ONE SUBMITTAL FOR REVIEW AND APPROVAL BY THE ARCHITECT. SEE REFLECTED CEILING PLANS FOR FEATURES AND APPROXIMATE CEILING HEIGHTS. CONFIRM HEIGHTS WITH BUILDING SECTIONS. PAINT, PRIMERS, ADHESIVES, AND SEALANTS TO BE LOW VOC. ALL TILE AND CARPET TO BE GREEN LABEL CERTIFIED. FLOORING THROUGHOUT PROJECT TO BE NON-SLIP. FLOORING TRANSITIONS TO OCCUR WHENEVER THERE IS A CHANGE IN FLOORING TYPE OR DIRECTION; ALL FLOORING TRANSITIONS TO OCCUR AT CENTER OF DOOR SLAB. PROVIDE MIN. 1" RADIUS ON EXPOSED CORNERS OF COUNTERS. SPACE BETWEEN CABINET DOORS SHOULD NOT EXCEED 1/8". FEATHER FLOOR PREP TO ALLOW FOR EASY TRANSITION BETWEEN FLOORS. DIFFERENCE IN HEIGHT NOT TO EXCEED 1/4" EXACT AREA FOR FLOOR PREPARATION TO BE DETERMINED BY G.C. MAXIMUM WIDTH FOR WINDOW BLINDS AND SHADES IS TO BE 4 ’-0”. IF A WINDOW IS WIDER THAN 4 ’-0”, USE BLINDS OR SHADES MATCHING THE WIDTH OF EACH INDIVIDUAL WINDOW OR AN EQUAL SPLIT OF THE WIDTH IF ONE LARGE WINDOW. UNLESS OTHERWISE NOTED, PAINT ALL ELECTRICAL AND OR ACCESS PANELS TO MATCH ADJACENT PARTITION IN SEMI-GLOSS. UNLESS OTHERWISE NOTED, ALL FURNITURE AND EQUIPMENT IS SHOWN FOR INFORMATION ONLY AND IS NOT PART OF THE CONTRACT FOR CONSTRUCTION. UNLESS OTHERWISE NOTED, HOLLOW METAL DOORS AND FRAMES ARE TO BE PAINTED PT-2 IN SEMI-GLOSS. WHERE WALL FINISH IS INDICATED ON FINISH PLAN AND NO ELEVATION IS PROVIDED, WALL FINISH SHALL EXTEND FROM TOP OF WALL BASE TO UNDERSIDE OF CEILING/STRUCTURE, U.N.O. WHERE WALL TILE OCCURS, ALL EXPOSED EDGES AND OUTSIDE CORNERS SHALL RECEIVE TR-1 WALL TILE TRIM, U.N.O. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. PAINT ALL FIRE EXTINGUISHER CABINETS TO MATCH ADJACENT PARTITIONS IN SEMI-GLOSS UNLESS NOTED OTHERWISE. ALL STRUCTURAL MEMBERS, SPRINKLER LINES, PIPES, CONDUIT, DUCTWORK, AND METAL DECK IN EXPOSED CEILING AREAS SHALL BE PAINTED AS SCHEDULED. SEE EXP-1 AND EXP-2 FINISHES. WITHIN DETENTION AREA ALL OUTSIDE CORNERS TO BE FREE FROM SHARP CORNERS AND EDGES. INCLUDING BUT NOT LIMITED TO COUNTERS, CASESWORK, AND CMU.5'-6"8.01 PT-4 8'-4 1/4"CL CL DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:50:39 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA9.00 INTERIOR ELEVATIONS 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLIN 1/4" = 1'-0"A9.00 1 116 THE HUB_GAMING WALL MILLWORK 1/4" = 1'-0"A9.00 2116 THE HUB_MOVIE AREA MILLWORK 1/4" = 1'-0"A9.00 4 116 THE HUB RECEPTION DESK FRONT 1/4" = 1'-0"A9.00 5 116 THE HUB RECEPTION DESK SIDE 1/4" = 1'-0"A9.00 6 116 THE HUB RECEPTION DESK INTERIOR 1 1/4" = 1'-0"A9.00 7 116 THE HUB RECEPTION DESK INTERIOR 2 1/4" = 1'-0"A9.00 8 118 THE LOUNGE COFFEE BAR ISLAND 1/4" = 1'-0"A9.00 9118 THE LOUNGE_COFFEE BAR MILLWORK 1/4" = 1'-0"A9.00 10118 THE LOUNGE_SOUTH ELEVATION 1/4" = 1'-0"A9.00 11 118 THE LOUNGE_WEST ELEVATION 1/4" = 1'-0"A9.00 13118 THE LOUNGE_RECEPTION DESK FRONT 1/4" = 1'-0"A9.00 14118 THE LOUNGE_RECEPTION DESK SIDE 1/4" = 1'-0"A9.00 15 118 THE LOUNGE_RECEPTION DESK INTERIOR 1/4" = 1'-0"A9.00 3 116 THE HUB RECEPTION ENLARGED PLAN 1/4" = 1'-0"A9.00 16 118 THE LOUNGE_RECEPTION ENLARGED PLAN KEYNOTES - FINISH 8.01 WALL MOUNTED TELEVISION PROVIDED BY OWNER. PROVIDE BLOCKING AS REQUIRED. INSTALL CENTERLINE AS SHOWN ON ELEVATIONS. 8.02 ARRAY OF TELEVISIONS PROVIDED BY OWNER. SEE TECHNOLOGY PLANS FOR DETAILS. PROVIDE BLOCKING AS REQUIRED. 8.03 FINISHED PANELS ON SIDES AND REAR. 8.04 ROUND ALL EXPOSED OUTSIDE CORNERS AND EDGES. 8.05 CUSTOM MILLWORK WITH SPACE TO ALLOW FOR CONSOLS. PROVIDE VENTILATION AS REQUIRED 8.06 POWER AND DATA INTEGRATED INTO MILLWORK. SEE POWER AND TECHNOLOGY DRAWINGS FOR MORE DETAILS. 8.10 PLUMBING FIXTURE. SEE PLUMBING DRAWINGS FOR MORE DETAILS. 8.11 UNDERCOUNTER REFRIGERATOR PROVIDED BY OWNER. COORDINATE REQUIRED CLEARANCES WITH FINAL SPECIFICATIONS. 8.12 BUILT-IN BANQUETTE. SEE MILLWORK SECTIONS FOR MORE DETAILS. 1/4" = 1'-0"A9.00 12118 THE LOUNGE_RECEPTION EAST WALL NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET 2'-10" U.O.N.4"BASE FINISH TO MATCH FRONT OF CABINET ADJUSTABLE HEIGHT SHELF, TYP. COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS. SEE ELEVATIONS FOR FINISHES. PARTITION AS SCHEDULED BACKSPLASH AND SIDE SPLASH, WHERE OCCURS, SEE ELEVATIONS 2'-1" U.O.N. 3"4"MOCKETT DP3A DOOR PULL SEE ELEVATIONS FOR FINISH FOR CABINET FACE WHITE MELAMINE INTERIOR KEYED LOCK, SEE SPECIFICATIONSR 1/8"1 1/2" DRAWER PULL DRAWER FRONT, SEE ELEVATIONS FOR FINISHES2'-10" MAX.COUNTERTOP, MITER CORNER, SEE ELEVATIONS FOR FINISHES PARTITION AS SCHEDULED BACKSPLASH AND SIDE SPLASH, WHERE OCCURS, SEE ELEVATIONS 2'-1" U.N.O. 8" MIN 27" MIN6" MAX 9" MIN17" MIN REQUIRED ADA CLEAR SPACE (HATCHED) IN WALL SUPPORT, AS REQUIRED 2'-5" MIN.1'-0" MINREMOVABLE PROTECTIVE PANEL, SEE ELEVATION FOR FINISHES 2'-10" U.O.N.4"BASE FINISH TO MATCH FRONT OF CABINET COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS. SEE ELEVATIONS FOR FINISHES. PARTITION AS SCHEDULED BACKSPLASH AND SIDE SPLASH, WHERE OCCURS, SEE ELEVATIONS 2'-1" U.O.N. 3"4"MOCKETT DP3A DRAWER PULL SEE ELEVATIONS FOR FINISH FOR CABINET FACE WHITE MELAMINE INTERIOR HEAVY DUTY DRAWER GLIDES, SEE SPECIFICATIONS OPENING 1'-2 7/8"1 1/2"RUBBERMAID RIGID LINER #6244, VERIFY TRASH CUTOUT SIZE WITH CONTAINER DIMENSIONS FALSE DRAWER FRONT TO PROVIDE CONSISTENCY IN ELEVATION. BASE, SEE ELEVATIONS FOR FINISHES1 1/2"1/2"2'-0"4"VERTICAL ANOD. ALUM. REVEALS. REFER TO ELEVATIONS. 1/2" ANNOD. ALUM. REVEAL. FINISH ALL EDGES COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS. SEE ELEVATION FOR FINISHES.2'-6"3/4" SEE ELEVATION FOR FINISHES PROVIDE ELECTRICAL AND DATA CHASE AS REQUIRED. FINISH CHASE WALL TO MATCH ADJACENT CABINETS BASE, SEE ELEVATIONS FOR FINISHES COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS, U.N.O. SEE ELEVATION FOR FINISHES. 3" SEE ELEVATION FOR FINISH OF CABINET FRONT WHITE MELAMINE INTERIOR 4"5"5"10"11 1/2"1/4"6"1/4"6"1/4"HEAVY DUTY DRAWER GLIDES, SEE SPECIFICATIONS DRAWER PULLS, SEE SPECIFICATIONS GYP. BD. PARTITION AS SCHEDULED, PROVIDE BLOCKING IN WALL AS REQUIRED. 1'-0"2"WOOD SHELF, SEE ELEVATIONS FOR FINISHES. FINISH ALL SIDES. SEE ELEVATION FOR HEIGHT. IN WALL SHELF SUPPORT 1'-0"2"WOOD SHELF, SEE ELEVATIONS FOR FINISHES. FINISH ALL SIDES. SEE ELEVATION FOR HEIGHT. IN WALL SHELF SUPPORT 2' - 10"1 1/2"INTERIOR OF CABINET FINISHED TO MATCH FACE OF CABINET. EXTEND FLOOR FINISH INTO CABINET OPENING FOR OUTLET, COORDINATE WITH ELECTRICAL DRAWINGS 1 1/2"COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS. SEE ELEVATIONS FOR FINISHES. 4' - 0" BASE FINISH TO MATCH FRONT OF CABINET ADJUSTABLE HEIGHT SHELF 3" SEE ELEVATIONS FOR FINISH OF CABINET FACE WHITE MELAMINE INTERIOR MOCKETT DP105A/6 DRAWER PULL HEAVY DUTY DRAWER GLIDES, SEE SPECS.5 1/2"1'-10 1/2"2'-10" U.O.N.4"BASE FINISH TO MATCH FRONT OF CABINET COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS. SEE ELEVATIONS FOR FINISHES. PARTITION AS SCHEDULED BACKSPLASH AND SIDE SPLASH, WHERE OCCURS, SEE ELEVATIONS 2'-1" U.O.N.4"11 1/8"1/4"5 1/2"1/4"5 1/2"1/4"5 1/2"1/4"1 1/2"MOCKETT DP105A/6 DRAWER PULL SEE ELEVATIONS FOR FINISH FOR CABINET FACE 3" BASE, SEE ELEVATIONS FOR FINISHES COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS, U.N.O. SEE ELEVATION FOR FINISHES. 3" SEE ELEVATION FOR FINISH OF CABINET FRONT WHITE MELAMINE INTERIOR 4"2' - 6"5"5"10"11 1/2"1/4"6"1/4"6"1/4"HEAVY DUTY DRAWER GLIDES, SEE SPECIFICATIONS DRAWER PULLS, SEE SPECIFICATIONS 2'-0" U.N.O.4"BASE FINISH TO MATCH FRONT OF CABINET ADJUSTABLE HEIGHT SHELF, TYP. COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS. SEE ELEVATIONS FOR FINISHES. PARTITION AS SCHEDULED BACKSPLASH AND SIDE SPLASH, WHERE OCCURS, SEE ELEVATIONS 3" MOCKETT DP3A DOOR PULL SEE ELEVATIONS FOR FINISH FOR CABINET FACE WHITE MELAMINE INTERIORR 1/8"1 1/2"DRAWER FRONT, SEE ELEVATIONS FOR FINISHES 2'-6"4"1'-5" U.N.O.1'-6"2'-0"1'-0"6"PARTITION AS SCHEDULED. 10 1 ° 3" UPH-1 UPHOLSTERED SEAT & BACK - 2" THICK, HIGH DENSITY FOAM. ADHERE TO UNDERLYING SUBSTRATE. VERTICAL TUFTED STITCHING REFER TO ELEVATION FOR DESIGN INTENT. SOLID WOOD BASE FINISHED WS-1. SOLID WOOD CAP FINISHED WS-1. 5'-0"2'-8" 2'-7 3/4" 6"4 7/8"1'-9"5'-0"PAINTED PT-2 5/8" GYP. BD. ON METAL STUDS AS SCHEDULED, TYP. RECESSED TV MONITORS, TYP. ALIGN FACE OF TV MONITORS WITH FACE OF WDWC-1 DASHED LINE OF MONITOR MOUNTING DEPTH. COORDINATE WITH APPROVED MONITOR SHOP DWGS., TYP. PROVIDE FURRING AND SHEATHING AS REQUIRED, TYP. CONCEAL ALL CORDS, WIRES, ETC. IN STUD SPACE, TYP. OPENING IN TOP OF MILLWORK FOR OUTLETS. SEE ELECTRICAL and TECHNOLOGY DRAWINGS FOR DETAILS.5 3/8"5'-1 1/8"1'-7 3/8"PAINTED PT-2 5/8" GYP. BD. ON METAL STUDS AS SCHEDULED, TYP. BASE FINISH TO MATCH FRONT OF CABINET ADJUSTABLE HEIGHT SHELF, TYP. 3" BLACK MELAMINE INTERIOR KEYED LOCK, FINISH BLACK TO MATCH PET FELT. PLACE INBETWEEN WOODEND SLATS TO BE INCONSPICOUS. WDWC-1 FACE TO MATCH WALL 4"PUSH TO OPEN HARDWARE FOR CONCEALED CABINET DOORS BOTTOM OF CABINET TO BE OPEN TO ALLOW FOR VENTILATION. 11 1/4"2'-6"2'-10" U.O.N.4"BASE. COUNTERTOP, MITER AND EASE EXPOSED OUTSIDE CORNERS. SEE ELEVATIONS FOR FINISHES. PARTITION AS SCHEDULED BACKSPLASH AND SIDE SPLASH, WHERE OCCURS, SEE ELEVATIONS 1'-5" U.O.N. 3"4"DOOR PULL, SEE SPECIFICATIONS SEE ELEVATIONS FOR FINISH OF CABINET FACE WHITE MELAMINE INTERIOR KEYED LOCK, SEE SPECIFICATIONSR 1/8"1 1/2"OPEN HORIZONTAL RETURN OF TOE KICK FOR VENTILATION. VERIFY WITH A/V CONSULTANT PROPER VENATLATION IS PROVIDED 3/4" DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MICHAEL SCHUSTER ASSOCIATES INC., and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MICHAEL SCHUSTER ASSOCIATES INC. Copyright Michael Schuster Associates Inc. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 10:50:40 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA9.10 MILLWORK DETAILS 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLIN 1 1/2" = 1'-0"A9.10 3BASE CABINET W/ 1 DRAWER 1 1/2" = 1'-0"A9.10 10MLWK @ BASE CABINET 2/ SINK 1 1/2" = 1'-0"A9.10 5 MLWK @ PULL OUT TRASH BIN 1 1/2" = 1'-0"A9.10 1 MLWK @ RECEPTION DESK 1 1/2" = 1'-0"A9.10 4 MILLWORK @ WOOD WALL SHELF 1 1/2" = 1'-0"A9.10 2MLWK @ SENIOR CENTER ISLAND 1 1/2" = 1'-0"A9.10 9 4 DRAWER MILLWORK BASE CABINET 1 1/2" = 1'-0"A9.10 11 BBF CABINET 1 1/2" = 1'-0"A9.10 8 TEEN LOUNGE CABINET 1 1/2" = 1'-0"A9.10 6BANQUETTE 1 1/2" = 1'-0"A9.10 7VIDEO WALL SECTION 1 1/2" = 1'-0"A9.10 12AV VENTED CABINET NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET BASE SEE ELEVATION FOR FINISHES 3 5/8" MTL STUD OR 2x4 WD STUD 3'-2"4"1'-0" VERTICAL ANOD. ALUM. REVEALS. REFER TO ELEVATIONS. 42"COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS. SEE ELEVATION FOR FINISHES 2'-6"COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS. SEE ELEVATION FOR FINISHES PROVIDE ELECTRICAL AND DATA CHASE AS REQUIRED. SEE ELEVATIONS FOR FINISHES 2'-6" FINISHED TO MATCH CABINET FRONTS 2'-10" U.O.N.BASE FINISH TO MATCH FRONT OF CABINET ADJUSTABLE HEIGHT SHELF, TYP. COUNTERTOP, MITER EXPOSED OUTSIDE CORNERS. SEE ELEVATIONS FOR FINISHES. PARTITION AS SCHEDULED 2'-1" U.O.N. 3"4"MOCKETT DP3A DOOR PULL SEE ELEVATIONS FOR FINISH FOR CABINET FACE WHITE MELAMINE INTERIOR KEYED LOCK, SEE SPECIFICATIONSR 1/8"1 1/2" DRAWER PULL DRAWER FRONT, SEE ELEVATIONS FOR FINISHES6'-5 3/4"1'-3"1 1/2" TYP1'-3"1'-0"1'-0"1'-5"3"1'-8" TYP FIXED PLAM SHELVES. 3" WIDE CASING FOLLOWING OPENING AS SHOWN ON ELEVATIONS. DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MICHAEL SCHUSTER ASSOCIATES INC., and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MICHAEL SCHUSTER ASSOCIATES INC. Copyright Michael Schuster Associates Inc. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 11/15/2024 11:13:58 AMAutodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/23305 Dublin City Recreation Center_Teen Lounge & Senior Center_Central.rvtA9.11 MILLWORK DETAILS 24313.00DUBLIN COMMUNITY RECREATION CENTER - PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLIN 1 1/2" = 1'-0"A9.11 2MLWK @ RECEPTION DESK TRANSACTION TOP 1 1/2" = 1'-0"A9.11 1 BASE CABINET W/ 1 DRAWER NO.DATE ISSUED / REVISION 11/12/24 BID/PERMIT SET COPYRIGHT © THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 24-2174 2024 11/11/2024 4:01:14 PM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin City Rec Center_Struct_v22.rvtS0.01 GENERAL NOTES 24-2174DUBLIN COMMUNITY RECREATION CENTER PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINSTRUCTURAL ENGINEERS schaefer 800.542.3302 -inc.com NO. DATE ISSUED / REVISION 1 11/08/2024 BID SUBMISSION 2 11/12/2024 PERMIT SET 11/12/2024 LEGEND COLUMN LINE DESIGNATION LINTEL MARK FOOTING MARK FACE OF BUILDING BASE PL MARK KEYNOTE MARK ELEVATION INDICATION DECK MARK SYMBOL DESCRIPTION REFERENCE Dn n n Kn Ln n BPn SHEET S2.01 SHEET S1.00 SHEET S2.01 SHEET S2.01 COMPONENTS AND CLADDING WIND ZONE ISOMETRIC h = 12'-0" a = 3'-0" NTS 1' 3 2 2 2 2 55 5 5 4 4 a a0.6h1 1 1 1 0.6h3 3 3 0.6h 0.6h Pd = 63.5 PSF W = 20.6' W Ps = 14 PSF 3 4 B C.7 COPYRIGHT © THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 24-2174 2024 11/11/2024 4:01:15 PM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin City Rec Center_Struct_v22.rvtS0.02 GENERAL NOTES & SPECIAL INSPECTIONS 24-2174DUBLIN COMMUNITY RECREATION CENTER PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINSTRUCTURAL ENGINEERS schaefer 800.542.3302 -inc.com ABBREVIATIONS AFF = ABOVE FINISHED FLOOR ELEVATION ARCH = ARCHITECT B/ = BOTTOM OF BLDG = BUILDING BOT = BOTTOM BRG = BEARING CFS = COLD-FORMED STEEL CJ = CONTRACTION JOINT CJP = COMPLETE JOINT PENETRATION CL = CENTER LINE CLR = CLEAR CLSM = CONTROLLED LOW STRENGTH MATERIAL CMU = CONCRETE MASONRY UNIT COL = COLUMN CONC = CONCRETE CONT = CONTINUOUS DEG or ° = DEGREE DIA or ø = DIAMETER EA = EACH EF = EACH FACE EL = ELEVATION EMB = EMBEDMENT EQ = EQUAL EXIST = EXISTING EXP = EXPANSION FDN = FOUNDATION FS = FAR SIDE FTG = FOOTING GA = GAGE GALV = GALVANIZED GT = GIRDER TRUSS HORIZ = HORIZONTAL JST BRG = JOIST BEARING Ld = TENSION DEVELOPMENT LENGTH OF REINFORCING BAR IN CONCRETE Ld-CMU = TENSION DEVELOPMENT LENGTH OF REINFORCING BAR IN GROUTED CMU Ldc = COMPRESSION DEVELOPMENT LENGTH OF REINFORCING BAR IN CONCRETE LDH = LONG DIMENSION HORIZONTAL Ldh = HOOKED BAR TENSION DEVELOPMENT LENGTH OF REINFORCING BAR IN CONCRETE LDV = LONG DIMENSION VERTICAL LLH = LONG LEG HORIZONTAL LLV = LONG LEG VERTICAL Ls = LAP SPLICE LENGTH OF REINFORCING BAR IN CONCRETE Ls-CMU = LAP SPLICE LENGTH OF REINFORCING BAR IN GROUTED CMU Lsc = COMPRESSION LAP SPLICE LENGTH OF REINFORCING BAR IN CONCRETE LSL = LAMINATED STRAND LUMBER LVL = LAMINATED VENEER LUMBER MCJ = MASONRY CONTROL JOINT MFR = MANUFACTURER NS = NEAR SIDE oc = ON CENTER OPNG = OPENING P/T = POST-TENSION PAF = POWER-ACTUATED FASTENER PE = PRE-ENGINEERED PEMB = PRE-ENGINEERED METAL BUILDING PJP = PARTIAL JOINT PENETRATION PL = PLATE PSL = PARALLEL STRAND LUMBER PT = PRESSURE TREATED RD = ROOF DRAIN REINF = REINFORCING RTU = ROOF TOP UNIT SDS = SELF DRILLING SCREWS SIM = SIMILAR SL = STEP LEDGE SPA = SPACE or SPACES SRD = SECONDARY ROOF DRAIN STIFF = STIFFENER STL = STEEL STW = STEP TOP OF WALL T/ = TOP OF UNO = UNLESS NOTED OTHERWISE VB = VERTICAL BRACING VERT = VERTICAL VIF = VERIFY IN FIELD w/ = WITH WP = WORK POINTDRIFTED SNOW NOTES: 1. DRIFTED SNOW LOADS (Pd) ARE TRIANGULAR SHAPED, PER ASCE 7-16 FIGURE 7.7-1. 2. DRIFTED SNOW LOADS (Pd) ARE COMBINED WITH THE BALANCED SNOW LOAD (Ps) PROVIDED ABOVE. DRIFTED SNOW PRESSURES (Pd) ARE NOT COMBINED WITH MINIMUM ROOF SNOW LOADS (Pm) OR GROUND SNOW LOADS (Pg) PROVIDED IN THE GENERAL NOTES. 3. SNOW LOADS ARE SHOWN AS SERVICE-LEVEL (1.0) (S) 4. W DENOTES DRIFTED SNOW WIDTH, W, PER ASCE 7, MEASURED FROM THE FACE OF THE WALL OR PARAPET WHERE THE DRIFT BUILDUP OCCURS. NTS SNOW DRIFT PLAN ROOF SURFACE PRESSURE (psf) AREA 10 sf 20 sf 50 sf 100 sf 200 sf 350 sf 500 sf 1000 sf NEGATIVE ZONE 1 -40.5 -37.8 -34.3 -31.6 -29.0 -26.8 -25.4 -25.4 NEGATIVE ZONE 1' -23.3 -23.3 -23.3 -23.3 -20.0 -17.4 -16.0 -16.0 NEGATIVE ZONE 2 -53.4 -50.0 -45.5 -42.0 -38.6 -35.8 -34.0 -34.0 NEGATIVE ZONE 3 -72.8 -66.0 -56.9 -50.0 -43.1 -37.6 -34.0 -34.0 POSITIVE ALL ZONES 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 OVERHANG ZONE 1&1' -36.6 -36.0 -35.1 -34.5 -28.9 -24.4 -21.5 -21.5 OVERHANG ZONE 2 -49.6 -45.0 -38.9 -34.3 -29.8 -26.1 -23.7 -23.7 OVERHANG ZONE 3 -68.9 -60.9 -50.3 -42.3 -34.3 -27.8 -23.7 -23.7 PARAPET SURFACE PRESSURE (psf) AREA 10 sf 20 sf 50 sf 100 sf 200 sf 500 sf CASE A: ZONE 2 : 68.9 64.5 58.6 54.1 49.6 43.7 ZONE 3 : 88.3 80.4 70.0 62.1 54.2 43.7 CASE B: INTERIOR ZONE : -40.7 -38.7 -35.9 -33.9 -31.8 -29.1 CORNER ZONE : -46.5 -43.4 -39.4 -36.3 -33.2 -29.1 WALL SURFACE PRESSURE (psf) AREA 10 sf 100 sf 200 sf 500 sf NEGATIVE ZONE 4 -25.2 -21.8 -20.8 -19.4 NEGATIVE ZONE 5 -31.0 -24.2 -22.1 -19.4 POSITIVE ZONE 4 & 5 23.3 19.8 18.8 17.5 NO. DATE ISSUED / REVISION 1 11/08/2024 BID SUBMISSION 2 11/12/2024 PERMIT SET 11/12/2024 4" THICK CONCRETE SLAB ON GRADE w/ 6x6-W1.4xW1.4 MESH OVER EXISTING COMPACTED GRANULAR BASE & VAPOR BARRIER, CONTRACTION JOINTS @ 10'-0"oc (MAX) T/SLAB EL 100'-0" (TYP UNO)HSS10x5x5/16HSS10x5x5/16EXIST T/FTG 96'-8" BP1BP1 3 3.5 4 B C C.5 3.1 3.9 4'-0" 12'-0" 24'-0" C.7 5 3/4"3 1/4"1'-4 1/8" 12'-0" (VIF) 12'-0" (VIF) EXIST FTG, VIF 1 S2.01 __ 11 S2.01 __1 S2.01 __ 12 S2.01 30kW12x19W12x19W12x19W12x19W14x22W14x22W14x22W14x22W12x19 W14x22 W12x19 2 S2.01 3 S2.01 4 S2.01 W16x26 Mx=40k-ft Mx=40k-ft 15k 15k 5 S2.01 __ 7 S2.01 __ 6 S2.01 D-1 SLOPESLOPE3 3.5 4 B C C.5 11 7/8" 21'-4 3/8"1'-7 3/4" 8 S2.01 __ 9 S2.01 __ T/STL EL 111'-0" 3.1 3.9 12'-0" 24'-0" T/STL EL 110'-6" T/STL EL 111'-0" W14x38 C.7 4'-0"5 3/4" EOD 3 1/4" EODL1 5 3/4" EOD (5) EQ SPA = 22'-2 3/4" 10 S2.01 __ DRAIN, COORDINATE WITH ARCH NOTES: 1. SET 100'-0" TO TOP OF EXISTING SLAB ON GRADE (VIF). 2. DOORS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. 3. SEE SHEET S0.02 FOR ABBREVIATIONS & LEGEND (SYMBOLS). 4. VERIFY ALL EXISTING BUILDING DIMENSIONS. 5. SLOPE SLAB TO FLOOR DRAINS, COORDINATE WITH ARCHITECTURAL & PLUMBING DRAWINGS. PLAN NOTES: 1. SEE SHEET S2.01 FOR METAL DECK SCHEDULE. 2. STEEL FABRICATOR SHALL DESIGN BEAM END CONNECTIONS FOR FACTORED LOADS WHERE INDICATED ON PLAN. IF NO LOAD IS SHOWN ON PLAN DESIGN CONNECTIONS FOR 10k FACTORED LOAD. 3. NO ROOF TOP UNITS ARE BEING PLACED ON THE ROOF AREA SHOWN ABOVE. STRUCTURAL EOR SHALL BE NOTIFIED IF ROOF TOP UNIT IS TO BE PLACE ON ROOF IN ABOVE PLAN. 4. DOORS & WINDOWS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. 5. SEE SHEET S0.02 FOR ABBREVIATIONS & LEGEND (SYMBOLS). FRAMING PLAN LEGEND Mx=XXk-ft XXk WXxX [XX] c=?? XXk (± XX") =MOMENT CONNECTION MOMENT VERTICAL SHEAR CAMBER # OF SHEAR STUDS BEAM SIZE T/STEEL ELEVATION RELATIVE TO TYPICAL A=XXk =BEAM AXIAL CONNECTION FORCE Vy=XXk HORIZONTAL SHEAR Vy=XXk =DENOTES LOCATION OF FULL DEPTH STIFFENER & BOTTOM FLANGE BRACE. ARROW INDICATES DIRECTION OF BRACE UP TO ADJACENT BEAM TOP FLANGE OR JOIST TOP CHORD. DASHED LINE (WHERE INCLUDED) INDICATES BOTTOM FLANGE BRIDGING. REFER TO TYPICAL STEEL DETAILS. FOR SINGLE BRACE PROVIDE AT MIDSPAN & FOR MULTIPLE BRACES SPACE EVENLY ALONG BEAM SPAN. COPYRIGHT © THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 24-2174 2024 11/11/2024 4:01:16 PM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin City Rec Center_Struct_v22.rvtS1.00 PLANS 24-2174DUBLIN COMMUNITY RECREATION CENTER PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINSTRUCTURAL ENGINEERS schaefer 800.542.3302 -inc.comNORTH1/4" = 1'-0"S1.00 FOUNDATION PLAN 1 NORTH1/4" = 1'-0"S1.00 ROOF FRAMING PLAN 2 NO. DATE ISSUED / REVISION 1 11/08/2024 BID SUBMISSION 2 11/12/2024 PERMIT SET 11/12/2024 EXIST FULLY GROUTED CMU WALL. NOTIFY STRUCTURAL EOR IF NOT FULLY GROUTED L5x3x1/4 (LLH) CONT w/ 1/2"ø EXP ANCHORS @ 24"oc, 2" EMB. SPLICE ANGLE PER TYPICAL DETAIL. 3/16 2 EA BEAM T/STEEL SEE PLAN T/MASONRY SEE ARCH STEEL BEAM, SEE PLAN 2A S2.01 EXIST CMU WALL T/MASONRY SEE ARCH L5x3x1/4 (LLH) CONT w/ 1/2"ø EXP ANCHORS @ 24"oc, 2" EMB METAL DECK, SEE PLAN T/STEEL SEE PLAN CFS STUD VERT SLIDE CLIP AT EA STUD, ALLOW FOR ±1" VERT DEFLECTION CFS TRACK T/PARAPET SEE ARCH SEE PLAN FOR DECK ORIENTATION EXTERIOR FINISH, SEE ARCH L5x3x1/4 (LLH) CONT 3/16 3-12 PLAN EOD SEE STEEL BEAM HSS COL, SEE PLAN CAP PLATE STEEL BEAM, SEE PLAN EXIST CMU WALL, VIF EXPANSION JOINT, SEE ARCH STANDARD WASHER T/FTG OR T/PEDESTAL BASE PLATE FULLY THREADED ADHESIVE ANCHOR ROD, SEE BASE PLATE SCHEDULEHNON-SHRINK GROUT TplANCHOR ROD ø GROUT THICKNESS (H) 3/4"1 1/2" 7/8" 1 1/2" 1" 1 1/2" 1 1/4" 2" 1 1/2" 2" 1 3/4" 2" 2" 3" 2 1/2" 3"PLATE SCHEDULEEMB, SEE BASETYPICAL ADHESIVE ANCHOR ROD DETAIL BASE PLATE SCHEDULE NOTE: SEE COLUMN SCHEDULE & PLAN FOR LOCATIONS BP1 5 3/4"3 1/4"2"2"4"2"2" 5" 6" 2" (4) 3/4"ø ANCHOR RODS, 9" EMBED SEE TYPICAL ADHESIVE ANCHOR ROD DETAIL 1/4 HSS COLUMN PL 3/4” 3/16 TYP 1'-3"10"MARK SIZE/PROPERTIES PROFILE/ATTACHMENT FASTENERS METAL DECK SCHEDULE D-1 SHEET COVER WIDTH 36" COVERAGE SUPPORT FASTENERS AT SHEET END LAPS, AT WALLS, & AT BEAM LINES w/ AXIAL LOADS SUPPORT FASTENERS BETWEEN SHEET LAPS AT SUPPORTING STRUCTURE 36/4 PATTERN FASTENERS AT WALLS/GIRDERS6"6"TYPE : 1 1/2" WIDE RIB ROOF DECK GA: 20 GA Fy (MIN): 50 KSI FINISH: GALV (G60) w/ MFR STANDARD PRIMER ON BOTTOM SIDELAP: MIN (2) #10 SDS CONNECTIONS PER SPAN SUPPORT FASTENERS: 5/8"ø PUDDLE WELD T/FTG SEE PLAN T/SLAB SEE PLAN FULLY GROUTED EXIST CMU WALL NOTIFY EOR IF NONE ENCOUNTERED EXTERIOR FINISH, SEE ARCH EXIST FTG GROUT, SEE ANCHOR ROD SCHEDULE BP, SEE SCHEDULE SLAB, SEE PLAN ISOLATION JOINT, SEE ARCH STEEL COLUMN, SEE PLAN 6" CFMF TRACK 6" CFMF STUD T/WALL (VIF) SEE ARCH BRG PLATE 1/2"x9"x9" w/ 1" GROUT PAD EXIST FULLY GROUTED CMU WALL 1/4 3 WASHER TO FLANGE AFTER BLDG IS ENCLOSED ROOF DECK NOT SHOWN FOR CLARITY, SEE RELATING SECTIONS FOR ADDITIONAL INFORMATION GROUT BEAM POCKET SOLID LONG SLOTTED HOLE IN BEAM FLANGE w/ WASHER PLATE 5/16"x2"x3" DEMO WALL @ BEAM POCKET T/STEEL SEE PLAN T/MASONRY SEE ARCH (2) 3/4" x8" ADHESIVE ANCHOR ON BEAM GAGE. WELD BEAM FLANGE TO PLATE AFTER BUILDING IS ENCLOSED L5x3x1/4 (LLH) CONT B/STL 8'-4" 3/16 3-12 CFMF TRACK, BY OTHERS 6" CFMF STUD, BY OTHERS CFMF DEFLECTION TRACK, BY OTHERS STEEL BEAM, SEE PLAN EXIST JOIST EXIST WF BEAM EXPANSION JOINT, SEE ARCH SEE PLAN EOD, SEE PLAN 3/16 6 EA SIDE OF SPLICE PLATE 5/16"x2"x1'-0" LONG (50 KSI YIELD STRENGTH) CENTER PLATE ON ANGLE LEG & OVER SPLICE ANGLE SPLICE WHERE ANGLES BUTT TOGETHER PERIMETER ANGLE LEG UP PERIMETER ANGLE LEG DOWN PLATE 5/16"x2x1'-0" LONG (50 KSI YIELD STRENGTH) CENTER PLATE ON ANGLE LEG & OVER SPLICE ANGLE SPLICE WHERE ANGLES BUTT TOGETHER 3/16 6 EA SIDE OF SPLICE DECK SPAN.2'-0" MIN TO NEAREST ADJACENT OPENING8" MIN12" MAX8" MIN8" MIN 12" MAX 8" MIN NOTE: OPENINGS LESS THAN 6" IN THE LONGEST DIRECTION DO NOT REQUIRE ADDITIONAL REINFORCING 54 MIL (16 GA) PL w/ FASTENERS @ EA FLUTE & 8" oc MAX AROUND PERIMETER. FASTENERS TO MATCH TYPICAL SIDE LAP FASTENERS, SEE METAL DECK SCHEDULE MIN2'-0"MAX2'-0"MIN2'-0"DECK SPAN 3" MAX 2'-0" MAX 3" MAX L2x2x1/4 BELOW DECK TYP AT EA DOWN FLUTE3/4x1 1/2 MAY OMIT ANGLE WHERE ≤ 9" BEAM OR JOIST WHERE OCCURS, SEE PLAN COPE VERTICAL LEG AT BEAM 3/16 2 AT BEAM BEAM OR JOIST WHERE OCCURS, SEE PLAN.4'-0" MIN TO NEAREST ADJACENT OPENINGT/STEEL SEE PLAN CFS STUD VERT SLIDE CLIP AT EA STUD, ALLOW FOR ±1" VERT DEFLECTION CFS TRACK T/PARAPET SEE ARCH EXTERIOR FINISH, SEE ARCH L5x3x1/4 (LLH) CONT 3/16 3-12 PLAN EOD SEE STEEL BEAM, SEE PLAN T/STEEL SEE PLANL5x3x1/4 (LLH) CONT EXIST COL, VIF STEEL LINTEL, SEE LINTEL SCHEDULE 3/16 2 WF BEAM, SEE PLAN METAL DECK, SEE PLAN SEE PLAN EOD, EXIST FULLY GROUTED CMU WALL. NOTIFY STRUCTURAL EOR IF NOT FULLY GROUTED9" GAPERIMETER ANGLE, SEE RELATING SECTIONS L3x3x1/4x12" w/ 3/4"ø ADHESIVE ANCHORS, 6 3/4" EMB1 1/2"1 1/2"COPE PERIMETER ANGLE LINTEL SCHEDULE NOTES: 1. PROVIDE 8" BEARING EACH END OF LINTEL, UNO. 2. CENTER LINTEL ON CMU, UNO IN PLAN OR SECTION. DESCRIPTIONMARK W12x19L1 REMARKS Ln DETAIL 6/S2.1 BEARING PL 3/8"x8"x6" EA END w/ (2) 3/4"ø x 6" HEADED STUDS INTO GROUTED CELL (GROUT 3 CELLS MIN BELOW LINTEL BRG) #4 x1'-0" DOWELS @ 32"oc VERT SPACING. EMBED 6" w/ EPOXY INTO EXISTING JAMB (TYP) #4 HORIZ AT EXTERIOR WALL ONLY (TYP) EXISTING CMU WALL NEW CMU INFILL HSS COL, SEE PLAN END PLATE STEEL BEAM, SEE PLAN SEAL WELD END PLATE TO HSS BEAM CAP PLATE TO COLUMN L3x3x1/4x0'-7" CAP PL 1/4" MIN T/FTG SEE PLAN T/SLAB SEE PLAN EXIST FTG EXIST CMU WALL SLAB, SEE PLAN ISOLATION JOINT, SEE ARCH 8"MIN1'-0"MIN6"SEE ARCHRIGID INSULATION, SEE ARCH COMPACTED GRANULAR FILL, 6" MIN SITE PAVING & FILL, SEE CIVIL 3/4"ø STAINLESS STEEL DOWEL 2 1 EXIST CMU STEM WALL, VIF EXIST SOG. 4" MIN, VIF EQEQSOG, SEE PLAN 5/8"øx1'-6" LONG SMOOTH EPOXY DOWEL (6" EMBED) @ 18"oc, MAX COPYRIGHT © THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER Schaefer Project Number: DRAWING TITLE: PROJECT NO. This drawing and the design concepts represented, as instruments of service, are the sole property of MSA DESIGN, and may not be used, reproduced, or copied in whole or part, for any purpose without the written authorization of MSA DESIGN. Copyright MSA DESIGN. MSA DESIGN All Rights Reserved MSA SPORT is a division of MSA DESIGN 24-2174 2024 11/11/2024 4:01:16 PM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin City Rec Center_Struct_v22.rvtS2.01 SECTIONS 24-2174DUBLIN COMMUNITY RECREATION CENTER PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINSTRUCTURAL ENGINEERS schaefer 800.542.3302 -inc.com 3/4" = 1'-0"S2.01 2SECTION 3/4" = 1'-0"S2.01 3SECTION 3/4" = 1'-0"S2.01 5SECTION 3/4" = 1'-0"S2.01 7SECTION 1/2" = 1'-0"S2.01 1SECTION 3/4" = 1'-0"S2.01 4SECTION 3/4" = 1'-0"S2.01 6SECTION NTS TYPICAL ROOF DECK PERIMETER ANGLE SPLICE DETAIL NTS TYPICAL SMALL ROOF DECK OPENING DETAIL FOR OPENINGS ≤ 12" NTS TYPICAL SMALL ROOF DECK OPENING DETAIL FOR OPENINGS ≤ 24" 3/4" = 1'-0"S2.01 8SECTION 3/4" = 1'-0"S2.01 9SECTION 1 1/2" = 1'-0"S2.01 2ASECTION NO. DATE ISSUED / REVISION 1 11/08/2024 BID SUBMISSION 2 11/12/2024 PERMIT SET 1/2" = 1'-0" TYPICAL CMU WALL INFILL 3/4" = 1'-0"S2.01 10SECTION 1/2" = 1'-0"S2.01 11SECTION 3/4" = 1'-0"S2.01 12SECTION 11/12/2024 FTDPFP000 24X36SCALE:N.T.S.FP000 24X36SCALE:N.T.S.FP000 24X36SCALE:N.T.S.FP000 24X36SCALE:N.T.S.FP000 24X36SCALE:N.T.S.FP000 24X36SCALE:N.T.S.FP000 24X36SCALE:N.T.S.GENERAL NOTES:A. ALL DESIGN, MATERIAL, & INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA13, NFPA 14, NFPA 20, DESIGN SPECIFICATIONS & DRAWINGS, STATE AND LOCALBUILDING/FIRE CODES, LOCAL FIRE DEPT AND OWNER'S R EPRESENTATIVE.B. CONTRACTOR SHALL PROVIDE FULL COVERAGE FOR THE ENTIRE BUILDING INACCORDANCE WITH NFPA-13 STANDARDS AND LOCALREQUIREMENTS.C. CONTRACTOR SHALL MODIFY AND USE ANY PORTION OF EXISTING SPRINKLERPIPING FOR RENOVATEDAREAS.D. SPRINKLER HEAD COVERAGE: ALL AREAS TO BE LIGHT HAZARD, EXCEPTSTORAGE WHICH SHALL BE ORDINARY HAZARD, GROUP2.E. SPRINKLER THERMAL SENSITIVITY AS FOLLOWS:LIGHT HAZARD OCCUPANCIES: QUICK RESPONSE TYPEORDINARY HAZARD OCCUPANCIES: QUICK RESPONSE TYPEF. CONTRACTOR TO PROVIDE UPRIGHT HEADS IN ALL NON-CEILING AREAS.G. ALL EXPOSED DUCTWORK OVER 48" IN WIDTH SHALL HAVE SPRINKLERS ABOVEAND BELOWDUCTWORK.H. ALL SPRINKLER HEADS IN LAY-IN CEILINGS SHALL BE LOCATED IN CENTER OFCEILING TILES. SPRINKLER HEAD DIFFUSER SHALL EXTEND A MAXIMUM OF 1-1/4"BELOW THE ESCUTCHEON AND A MINIMUM OF 3/4" BELOW THEESCUTCHEON.I. SEE ARCHITECTURAL REFLECTED CEILING PLAN, LIGHTING PLAN AND HVACDIFFUSER PLAN FOR FINAL CEILING ARRANGEMENTS.J. CONTRACTOR SHALL PROVIDE ALL NECESSARY OFFSETS, RAISES OR DROPS INPIPING AND AUXILIARY DRAINS REQUIRED BY BUILDINGCONDITIONS.K. ALL ABOVE CEILING PIPING TO BE ROUTED AND COORDINATED WITH OTHERCONTRACTORS. PROVIDE RETURN BEND ARRANGEMENTS ASREQUIRED.L. CONTRACTOR TO OFFSET AND ROUTE PIPE TO CLEAR ALL ABOVE CEILINGMECHANICAL EQUIPMENT. ACCESS A MINIMUM OF 42" CLEAR IN FRONT OF UNITCONTROL AND ACCESSPANELS.M. DO NOT ROUTE ANY PIPING ABOVE OR ACROSS ANY ELECTRIC PANELS.COORDINATE WITH ELECTRICALCONTRACTOR.N. ALL AREAS WITHOUT CEILINGS TO HAVE PIPES TIGHT TO BEAMS AND SPRINKLERHEADS LOCATED WITHIN 6" OF DECK ABOVE. COORDINATE WITH STRUCTURALSTEEL DRAWINGS AND PROVIDE COVERAGE BETWEENBEAMS.O. SPRINKLER MAIN TO BE ROUTED WITHIN 6" OF STRUCTURAL STEEL OR THRUSTRUCTURAL WEB. SEE ARCHITECTURALDRAWINGS.P. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. ALL PIPING THROUGHINTERIOR WALLS SHALL BE SLEEVED AND GROUTED IN PLACE. PIPE THROUGHSLEEVE SHALL BE SEALED OR FIRESTOPPED.Q. DESIGN OF THE SYSTEM, PERMIT DRAWINGS AND ALL CALCULATIONS ARE TO BEPERFORMED BY THE LICENSED FIRE PROTECTIONCONTRACTOR.R. FIRESTOPPING BY THIS CONTRACTOR SHALL BE USED AT ANY PENETRATIONTHROUGH A FIRE RATED ASSEMBLY. REFER TO ARCHITECTURAL CONSTRUCTIONDOCUMENTS FOR LOCATIONS OF RATED ASSEMBLIES INCLUDING UL APPROVEDFIRESTOP SYSTEM METHODS FOR 'THROUGH-PENETRATION"ASSEMBLIES.S. IN AREAS WHERE CEILINGS ARE NOT BEING REPLACED AND CONTRACTOR HASWORK ABOVE THE CEILING, THE CONTRACTOR SHALL PATCH AND REPAIRCEILINGS TO MATCHEXISTING.T. SPRINKLER HEAD COVERAGE: ALL AREAS 130 SQ.FT. MAXIMUM, EXCEPT AREASINDICATEDOTHERWISE.U. ALL NEW AND RENOVATED ORDINARY HAZARD AREAS: DESIGN TO ORDINARYHAZARD 1, 0.15 GPM OVER 1,500SQ.FT.V. ALL NEW AND RENOVATED LIGHT HAZARD AREAS: DESIGN TO LIGHT HAZARDOCCUPANCY, 0.10 GPM OVER 1,5OOSQ.FT.FIRE PROTECTION SYMBOLSFIRE PROTECTION LEGEND (not all may apply)GENERAL ABBREVIATIONSSIDEWALL SPRINKLER KEADEXPOSED/UPRIGHT SPRINKLER HEADRECESSED/SEMI-RECESSED SPRINKLER HEADDRAIN TO FLOOR DRAINFLOW SWITCHGATE VALVECHECK VALVEBALL VALVETAMPER SWITCHDRY PIPE VALVE ASSEMBLYPRE-ACTION VALVE ASSEMBLYFIRE DEPARTMENT CONNECTIONDOUBLE DETECTOR CHECK VALVE ASSEMBLYPOST INDICATOR VALVE1" SUPPLY LINE1"x1/2" REDUCING COUPLINGGLASS BULBUL LISTINGAS PERMITTED WITH-IN1-1/4" MAXIMUM3/4" MINIMUMNEW PIPEPACK SLEEVE WITH INSULATIONTYPICAL FOR NON-RATED WALLS EXCEPTWALLSEALANT BOTHENDS OF SLEEVESMASONRY CONTRACTORTO FINISH WALL TOSLEEVESLEEVE 1"BEYONDSURFACE OFWALLUL APPROVED FIRE SEALMATERIAL WHERE REQUIRED FORFIRE RATINGBRANCHLINEOR MAINPIPE RINGSURGE SUPRESSOROR ROD TIGHT TOTOP OF PIPEALL THREAD RODWHERE MAXIMUM STATIC OR FLOW PRESSUREEXCEEDS, USE AT END OF BRANCH LINE FORRESTRAINT FOR PENDENT HEAD ONLYBEAM CLAMPWHERE MAXIMUM STATIC OR FLOW PRESSUREEXCEEDS, USE AT END OF BRANCH LINE FORRESTRAINT FOR PENDENT HEAD ONLYBRANCHLINEOR MAINPIPE RINGALL THREAD RODCONCRETEFLOORDROP IN ANCHORHILTI OR EQUALSURGE SUPRESSOROR ROD TIGHT TOTOP OF PIPE1"X 0'-2" NIPPLEMAIN ORBRANCHLINECEILINGPENDENT W/ ESCT.1" X 1/2" R.C.1" X DROP1" 90 EL.1" ARMOVERAFF ABOVE FINISHED FLOORALT ALTERNATEAPPROX APPROXIMATEARCH ARCHITECT(URAL)AS AUTOMATIC SPRINKLERAUTO AUTOMATICAVG AVERAGEBE BOTTOM ELEVATIONBFP BACKFLOW PREVENTERBLDG BUILDINGBOP BOTTOM OF PIPEBOT BOTTOMCHV CHECK VALVECI CAST IRONCOL COLUMNCONN CONNECTIONCU FT CUBIC FEETCU IN CUBIC INCHCW DOMESTIC COLD WATERDET DETAILDIA DIAMETERDN DOWNDR DRAINDWG DRAWINGEA EACHEC ELECTRICAL CONTRACTOREL ELEVATIONELEC ELECTRIC/ELECTRICALEQ EQUALEQUIP EQUIPMENTEQUIV EQUIVALENTEXCL EXCLUDINGEXIST EXISTINGF DEGREE FAHRENHEITFH FIRE HYDRANTFIN FL FINISHED FLOORFL FLOORFPC FIRE PROTECTION CONTRACTORFS FLOW SWITCHFS/TS FLOW SWITCH/TAMPER SWITCHGALV GALVANIZEDGC GENERAL CONTRACTORGND GROUNDGPH GALLONS PER HOURGPM GALLONS PER MINUTEHORIZ HORIZONTALHP HORSEPOWERHR HOURHS HOSE STATIONHV HOSE VALVEHVAC HEATING, VENTILATING AND AIRCONDITIONINGHVC HOSE VALVE CABINETIE INVERT ELEVATIONIN INCHINV INVERTLB POUNDMAX MAXIMUMMC MECHANICAL CONTRACTORMECH MECHANICALMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSNA NOT APPLICABLENC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NORMALLY OPENNOM NOMINALNTS NOT TO SCALEOC ON CENTEROS&Y OUTSIDE SCREW AND YOKEOZ OUNCEPC PLUMBING CONTRACTORPERIM PERIMETERPH PHASEPLBG PLUMBINGPSI POUND PER SQUARE INCHPVC POLYVINYL CHLORIDEREF REFERENCEREQ'D REQUIREDREV REVISE(D) (ION)HYD HYDRANTRM ROOMRPM REVOLUTIONS PER MINUTESCHED SCHEDULESECT SECTIONSHT SHEETSPEC SPECIFICATIONSSQ SQUARESQ FT/SF SQUARE FOOT (FEET)SQ IN SQUARE INCHESSS STAINLESS STEELSTD STANDARDSTL STEELSTRUCT STRUCTURALTE TOP ELEVATIONTS TAMPER SWITCHTYP TYPICALUG,UDG UNDERGROUNDUON UNLESS OTHERWISE NOTEDUNO UNLESS NOTED OTHERWISEVERT VERTICALW/ WITHW/O WITHOUTWW WATER WORKSBRANCHLINEOR MAIN12" MAXROOF DECKSTEEL JOISTSUPRIGHT SPRINKLERDECK OR CEILINGBRANCHLINEPIPEPERNFPA13UPRIGHTSPRINKLER4SEMI-RECESSED SPRINKLER (TYP.)5WALL PENETRATION (TYP.)3BEAM CLAMP HANGER2DROP IN ANCHOR HANGER1ARMOVER7UPRIGHT SPRINKLER6UPRIGHT SPRINKLERDRAWING TITLE:PROJECT NO.Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERINGDRAWN BY:CHECKED BY:4182 WORTH AVE #I-115COLUMBUS, OH 43219T: 614.564.9773F: 513.621.540711/12/2024 10:51:46 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtFP0.002024.03.043ISRAEODUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINFIRE PROTECTIONGENERALINFORMATIONNO. DATE ISSUED / REVISIONA 11/08/24 BID SETB 11/12/24 PERMIT SET11/12/2024 12:28:00 PM K.L.J.03025.3THE LOUNGE127ELEVATOR MECH.130STORAGE129STORAGE134ELEV138STORAGE128NOT IN SCOPE OF WORKREWORK EXISTING SPRINKLER SYSTEM IN CROSS HATCHED AREA AS REQUIRED PER NFPA 13 TO ACCOMMODATE NEW WALL LOCATIONS. ALL ROOMS SHALL BE DESIGNED TO LIGHT HAZARD EXCEPT STOAGE ROOMS. STORAGE ROOMS TO BE DESIGNED TO ORDINARY HAZARD, GROUP 2. PROVIDE SEMI RECESSED SPRINKLERS IN AREAS WITH CEILINGS TO MATCH EXISTING.3452.53.5BCDTHE HUB116.1ELECTRICAL190ACOMM. ROOM190BGAMING116.2NOT IN SCOPE OF WORKA. REFER TO SHEET FP000 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.B. FIRE PROTECTION CONTRACTOR SHALL PROVIDE COMPLETE SPRINKLER COVERAGE FOR SCOPE AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DRAWINGS AND HYDRAULIC CALCULATIONS OF SYSTEMS IF REQUIRED. WORK SHALL BE PERFORMED BY CERTIFIED AND LICENSED FIRE PROTECTION CONTRACTOR. WORK TO BE PERFORMED , BUT NOT LIMITED TO, SHALL BE PROVIDING ALL NEW SPRINKLER HEADS AND PIPING TO ACCOMMODATE NEW LAYOUT AND COVERAGE AND REROUTING PIPING AS REQUIRED TO ACCOMMODATE RENOVATED AREAS. COORDINATE FINAL HEAD LOCATIONS WITH ARCHITECTURAL PLANS. DRAWING NOTES:DRAWING TITLE:PROJECT NO.Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERINGDRAWN BY:CHECKED BY:4182 WORTH AVE #I-115COLUMBUS, OH 43219T: 614.564.9773F: 513.621.540711/12/2024 10:51:47 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtFP2.00FIRST FLOORFIRE PROTECTIONCONSTRUCTIONPLANS2024.03.043ISRAEODUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINNSCALE: 1/8" = 1'-0"FP2.00FIRST FLOOR FIRE PROTECTION CONSTRUCTION PLAN - SENIOR CENTER1NSCALE: 1/8" = 1'-0"FP2.00FIRST FLOOR FIRE PROTECTION CONSTRUCTION PLAN - TEEN LOUNGE2REWORK EXISTING SPRINKLER SYSTEM IN CROSS HATCHED AREA AS REQUIRED PER NFPA 13 TO ACCOMMODATE NEW WALL LOCATIONS. ALL ROOMS SHALL BE DESIGNED TO LIGHT HAZARD. PROVIDE SEMI RECESSED SPRINKLERS IN AREAS WITH CEILINGS TO MATCH EXISTING.NO. DATE ISSUED / REVISIONA 11/08/24 BID SETB 11/12/24 PERMIT SET11/12/2024 12:28:08 PM WHHBPLUMBING LEGEND (not all may apply)UNIONWALL HYDRANTWATER HAMMER ARRESTORVENT THROUGH ROOF WITH RISER NUMBERPRESSURE GAUGETHERMOMETEREXTERIOR CLEANOUT TO GRADEBRANCH BOTTOM CONNECTIONRISE OR DROPFLOOR CLEANOUTWALL MTD. CLEANOUTVTRECO#COCOELBOW DOWNELBOW UPREDUCERBACK FLOW PREVENTERGATE VALVEGAS REGULATING VALVEEND CAPCHECK VALVEBALL VALVESTORM DRAIN BELOW FLOORGAS PIPINGHOT WATER RETURNDOMESTIC COLD WATERSANITARY PIPING ABOVE GRADESANITARY PIPING UNDER SLABHOT WATER SUPPLYVENT PIPINGFLOOR SINKSTORM DRAIN ABOVE GRADEGAS SHUT-OFF VALVEPRESSURE REDUCING VALVEGHOSE BIBBROOF DRAINRDOVERFLOW ROOF DRAINODTEMPERED WATER (TW)TWBALANCING VALVEACID WASTE (AW)AWFINISHED FLOOR ELEVATIONF.F.E.ACID VENT (AV)AVBUTTERFLY VALVESTSTPOINT OF CONNECTIONPOCPOINT OF REMOVALPORSSVPFLOOR DRAINHUB DRAINPUMPGENERAL ABBREVIATIONS:PLUMBING SYMBOLS:HOT WATER (120°)120°HOT WATER (140°)140°GENERAL NOTES:A. ALL MATERIAL AND WORKMANSHIP SHALL COMPLY WITH THE CURRENT EDITION OFTHE STATE BUILDING CODE AND CURRENT EDITION OF THE STATE PLUMBING CODE.MATERIALS SHALL BE UL LISTED, NEW, DEFECT FREE AND INSTALLED PERMANUFACTURER SPECIFICATIONS.B. WHERE CONFLICTS EXIST AMONG DRAWINGS , SPECIFICATIONS AND EQUIPMENTSCHEDULES, THE MORE STRINGENT SHALL APPLY.C. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH INDIVIDUAL WATER STOPS ANDCODE APPROVED TRAPS. EXPOSED PIPING SHALL BE CHROME PLATED WITHESCUTCHEONS AT WALL PENETRATIONS. ADA STOPS AND TRAPS TO BE INSULATED.D. DOMESTIC WATER PIPING BELOW GRADE OR SLAB SHALL BE TYPE 'K' COPPER,WATER PIPING ABOVE SLAB SHALL BE TYPE 'L'. INSULATE WATER PIPING WITHARMAFLEX II OR RUBATEX R-180-FS OR EQUAL.E. ALL SANITARY AND VENT PIPING SHALL BE HUBLESS CAST IRON WITH FITTINGS TOMATCH. SLOPE A MINIMUM OF 1/8" PER FOOT.F. ALL STORM PIPING SHALL BE HUBLESS CAST IRON WITH FITTINGS TO MATCH. SLOPEA MINIMUM OF 1/8" PER FOOT. ALL HORIZONTAL PIPING SHALL BE INSULATED.G. ALL GAS PIPING SHALL BE BLACK IRON WITH FITTINGS TO MATCH. PROVIDE GASPRESSURE REGULATORS WHERE REQUIRED FOR SPECIFIC EQUIPMENT.H. NO PIPING SHALL PASS DIRECTLY OVER ELECTRICAL POWER DISTRIBUTIONCABINETS. CONTRACTOR SHALL COORDINATE PANEL LOCATIONS PRIOR TO PIPINGINSTALLATION.I. CONTRACTOR TO FIELD VERIFY ALL INVERT ELEVATIONS PRIOR TO TIE-INS.J. CONTRACTOR SHALL VISIT THE JOB SITE AND CHECK AND VERIFY ALL EXISTINGCONDITIONS BEFORE BIDDING. ANY DISCREPANCIES DISCOVERED BETWEENEXISTING CONDITIONS AT THE SITE AND THOSE SHOWN ON THE DRAWINGS SHALL BEREPORTED IMMEDIATELY TO THE ENGINEER, IN WRITING. CONTRACTOR SHALLINSPECT THE FOLLOWING BUT NOT LIMITED TO: ALL PIPING AND EQUIPMENTLOCATIONS, CONFIGURATIONS, SIZES AND CONDITIONS. CONTRACTOR SHALL ALSOLOCATE UNDERGROUND SANITARY AND STORM PIPING AND INVERT ELEVATIONS ATTIE IN POINTS.K. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES PRIOR TOINSTALLATION.L. CONTRACTOR TO PROVIDE BALL TYPE ISOLATION VALVES FOR ALL DOMESTICWATER BRANCH LINES.M. FIRE STOPPING BY THIS CONTRACTOR SHALL BE USED AT ANY PENETRATIONTHROUGH A FIRE RATED ASSEMBLY. REFER TO ARCHITECTURAL CONSTRUCTIONDOCUMENTS FOR LOCATION OF RATED ASSEMBLIES INCLUDING UL APPROVEDFIRESTOP SYSTEM METHODS FOR "THROUGH PENETRATION" ASSEMBLIES.N. INSTALL WATER HAMMER ARRESTORS ON ALL BRANCH LINES FOR QUICK CLOSEVALVES AND ALL SYSTEMS WHERE PRESSURE IS HIGHER THAN NORMAL (70 PSI +).O. TRAPS WHICH ARE SUBJECT TO EVAPORATION SHALL BE PROVIDED WITH A TRAPSEAL EQUAL TO SURE GUARD SIZED TO MATCH DRAIN.P. INSTALL ALL FLOOR CLEANOUTS TO CLEAR EQUIPMENT AND PROVIDE REQUIREDACCESSIBILITY. COORDINATE WITH ARCHITECT AND GENERAL CONTRACTOR.AD AREA DRAINAFF ABOVE FINISHED FLOORALT ALTERNATEANT ACID NEUTRALIZING TANKAP ACCESS PANELAPPROX APPROXIMATEARCH ARCHITECT(URAL)AUTO AUTOMATICAV ACID VENTAVG AVERAGEAW ACID WASTEB BUBBLERBE BOTTOM ELEVATIONBFP BACKFLOW PREVENTERBLDG BUILDINGBOP BOTTOM OF PIPEBOT BOTTOMBP BOOSTER PUMPBRS BREAK ROOM SINKBTU BRITISH THERMAL UNITBTUH BTU'S PER HOURBV BALL VALVEBWV BACKWATER VALVECA COMPRESSED AIRCB CATCH BASINCHV CHECK VALVECI CAST IRONCO CLEANOUTCOL COLUMNCONN CONNECTIONCU FT CUBIC FEETCU IN CUBIC INCHDCW DOMESTIC COLD WATERDHW DOMESTIC HOT WATERDHWR DOMESTIC HOT WATER RETURNDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDN DOWNDR DRAINDS DOWNSPOUTDB DOWNSPOUT BOOTDWG DRAWINGEA EACHEC ELECTRICAL CONTRACTORECO EXTERIOR CLEANOUTEL ELEVATIONELEC ELECTRIC/ELECTRICALEQ EQUALEQUIP EQUIPMENTEQUIV EQUIVALENTES EMERGENCY SHOWEREWSS EMERGENCY SHOWER/EYE WASHET EXPANSION TANKEW EYE WASHEWC ELECTRIC WATER COOLEREXCL EXCLUDINGEXIST EXISTINGF DEGREE FAHRENHEITFCO FLOOR CLEANOUTFL FLOORFPC FIRE PROTECTION CONTRACTORFS FLOOR SINKFU FIXTURE UNITGA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGCO GRADE CLEANOUTGPH GALLONS PER HOURGPM GALLONS PER MINUTEGW GREASE WASTEHB HOSE BIBBHD HUB DRAINHORIZ HORIZONTALHR HOURHT HEAT TRACEHVAC HEATING, VENTILATING AND AIR CONDITIONINGHW DOMESTIC HOT WATERHWR DOMESTIC HOT WATER RETURNIE INVERT ELEVATIONIN INCHINT INTERCEPTOR (SOLID, GREASE, OIL, SAND,ETC.)INV INVERTIW INDIRECT WASTEKEC KITCHEN EQUIPMENT CONTRACTORKW KITCHEN WASTELAV LAVATORYLB POUNDLW LAB WASTEMAX MAXIMUMMBH BTU'S PER HOUR, THOUSANDMC MECHANICAL CONTRACTORMECH MECHANICALMFG/MFGR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMMV MASTER MIXING VALVEMS MOP SINKNA NOT APPLICABLENC NORMALLY CLOSEDNDCW NON-POTABLE DOMESTIC COLDWATERNDHW NON-POTABLE DOMESTIC HOTWATERNG NATURAL GASNIC NOT IN CONTRACTNO NORMALLY OPENNOM NOMINALNTS NOT TO SCALEOC ON CENTEROD OVERFLOW DRAINOPG OPENINGOS&Y OUTSIDE SCREW AND YOKEOZ OUNCEPC PLUMBING CONTRACTORPERIM PERIMETERPLBG PLUMBINGPRESSPRESSUREPRV PRESSURE REDUCING VALVEPS PRESSURE SWITCHPSI POUND PER SQUARE INCHPVC POLYVINYL CHLORIDERP RECIRCULATION PUMPRD ROOF DRAINREF REFERENCEREQ'D REQUIREDREV REVISE(D) (ION)HYD HYDRANTRM ROOMRPM REVOLUTIONS PER MINUTES SINKSAN SANITARYSCHED SCHEDULESECT SECTIONSH SHOWERSHT SHEETSP SUMP PUMPSPEC SPECIFICATIONSSQ SQUARESQ FT/SF SQUARE FOOT (FEET)SQ IN SQUARE INCHESSS STAINLESS STEELSTD STANDARDSTL STEELST STORMSTRUCT STRUCTURALSW SOFT WATERTD TRENCH DRAINTMV THERMOSTATIC MIXING VALVETP TRAP PRIMERTYP TYPICALTW TEMPERED WATERUAW UNDERGROUND ACID WASTEUG,UDG UNDERGROUNDUON UNLESS OTHERWISE NOTEDUNO UNLESS NOTED OTHERWISEUR URINALUS UTILITY SINKUSAN UNDERGROUND SANITARYUST UNDERGROUND STORMV SANITARY VENTVAC VACUUMVCP VITRIFIED CLAY PIPEVERT VERTICALVOL VOLUMEVTR VENT THROUGH ROOFW WASTEWB WASHER BOXW/O WITHOUTWC WATER CLOSETWCO WALL CLEANOUTWH WALL HYDRANTWMO WASH MACHINE OUTLETWS WALL SCUPPERW&V WASTE AND VENTWW WATER WORKSYD YARD DRAINYH YARD HYDRANTEXTENSION - SAME SIZE AS SEWER UP TO 4" DIA.BUILDING DRAIN ORSEWER MATERIAL ANDSIZE AS SPECIFIEDCLEANOUT WITH COVERFOR DUTY REQUIREDFINISHED FLOORPROVIDE CARPET MARKERWHERE CARPET OCCURS.OVERFLOW DRAIN, COLAR RING -SEE PLUMBINGSEE PLUMING FORPIPE SIZE AND TYPEUNDER DECK CLAMPGALVANIZEDPAN FLASHINGROOF MEMBRANEOVER INSULON METAL DECKCOVER BOARDEDGE OFMETAL DECK,BELOWSLOPEDSURFACEROOF DRAIN. REFER TO ARCHDRAWINGS FOR LOCATIONDIM. POINTSEE ROOF PLANNEW PIPEWALLFIRE SEAL MATERIAL WHERE REQUIRED FOR FIRE RATINGMASONRY CONTRACTOR TO FINISH WALL TO SLEEVENEW SLEEVE 1" BEYONDSURFACE OF WALLSEALANT BOTHENDS OF SLEEVESBEAM OR JOISTNOTE: PROVIDE ADDITIONAL GROSS SUPPORT STEEL AT LOCATION WITHOUT BUILDING BEAMS OR JOISTS. DO NOT SUPPORT FROM FLOOROR ROOF DECK.HANGER ROD W/HANGER RING SIZED PER PIPE AND LOADTOP BEAM CLAMP ALTERNATE LOCATION, BEAM ONLY FROM BOTTOM WEB OF BEAMDRAWING TITLE:PROJECT NO.Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERINGDRAWN BY:CHECKED BY:4182 WORTH AVE #I-115COLUMBUS, OH 43219T: 614.564.9773F: 513.621.540711/12/2024 10:51:49 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtP0.00PLUMBINGGENERALINFORMATION2024.03.043ISRAEODUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINNSCALE: 12" = 1'-0"P0.0022.10.06 INTERIOR FLOOR CLEANOUT2NSCALE: 12" = 1'-0"P0.0022.10.06 ROOF DRAIN1NSCALE: 12" = 1'-0"P0.0022.05.17 TYP. WALL PENETRATION3NSCALE: 12" = 1'-0"P0.0022.05.29 BEAM HANGER4PLUMBING FIXTURE SCHEDULEMARK DESCRIPTION MANUFACTURER MODELFAUCETMANUFACTURERFAUCET MODEL CW SIZE HW SIZE DRAIN SIZE VENT SIZE COMMENTSDN-1 DOWNSPOUTNOZZLEZURN Z199-DC - - - - 4" - -RD-1 COMBINATIONROOF DRAINZURN Z163 - - - - 4" - -SK-1 UNDERMOUNTSINKELKAY ECTRU31179TFLC ELKAY LKAV7051FCR 1/2" 1/2" 1-1/2" 1-1/2" FAUCET INCLUDED IN SINK PACKAGE.PROVIDE CHROME ANGLE STOPS, STAINLESSSTEEL BRAIDED HOSES, DRAIN AND P-TRAP.NO. DATE ISSUED / REVISIONA 11/08/24 BID SETB 11/12/24 PERMIT SET11/12/2024 12:28:08 PM 0302K.5.3L.J.K.L.J.035.3NOT IN SCOPE OF WORKNOT IN SCOPE OF WORKEXISTING SENIOR CENTEREXISTING STORAGEEXISTING OFFICEEXISTING OFFICEEXISTING CORRIDORREMOVE 4" SANPD2EXIST 4" SANPD3BC3452.53.54.5DO9.3C.53452.53.5BCDNOT IN SCOPE OF WORKNOT IN SCOPE OF WORKEXISTING TEEN LOUNGEEXISTING EXTERIOR PATIOPD5PD4REMOVE 4" UST0302K.5.3L.J.K.L.J.035.3NOT IN SCOPE OF WORKNOT IN SCOPE OF WORKEXISTING SENIOR CENTEREXISTING STORAGEEXISTING OFFICEEXISTING OFFICEEXISTING CORRIDORPD1REMOVE 4" USAN UPEXIST 4" USANEXIST 6" USANEXIST 6" USANA. REFER TO SHEET P0.00 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.DRAWING NOTES:DRAWING TITLE:PROJECT NO.Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERINGDRAWN BY:CHECKED BY:4182 WORTH AVE #I-115COLUMBUS, OH 43219T: 614.564.9773F: 513.621.540711/12/2024 10:51:51 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtP1.002024.03.043ISRAEODUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINFIRST FLOORPLUMBINGDEMOLITION PLANSNSCALE: 1/8" = 1'-0"P1.00FIRST FLOOR PLUMBING DEMOLITION PLAN - SENIOR CENTER1NSCALE: 1/8" = 1'-0"P1.00FIRST FLOOR PLUMBING DEMOLITION PLAN - TEEN LOUNGE2NSCALE: 1/8" = 1'-0"P1.00UNDERFLOOR PLUMBING DEMOLITION PLAN - SENIOR CENTER3KEYNOTES:PD1 DEMOLISH 4" SANITARY TO POINT SHOWNPD2 CUT SANITARY ABOVE CEILING AND DEMO TO POINT BELOW SLAB. (PD1)PD3 DEMOLISH EXISTING SINK AND ASSOCIATED PIPING. CUT AND CAP AT THE NEARESTCONNECTION POINT OR HEADER.PD4 DEMOLISH EXISTING EXTERIOR DRAIN. CUT AND CAP UNDER SLAB PIPE AT NEARESTMAIN.PD5 DEMOLISH EXISTING SINKS AND ASSOCIATED PIPING. CUT AND CAP AT THENEAREST CONNECTION POINT OR HEADER.NO. DATE ISSUED / REVISIONA 11/08/24 BID SETB 11/12/24 PERMIT SET11/12/2024 12:28:08 PM K.L.J.03025.3THE LOUNGE127ELEVATOR MECH.130STORAGE129STORAGE134ELEV138STORAGE128NOT IN SCOPE OF WORKNOT IN SCOPE OF WORK4" SAN DNEXIST 4" SANW11 1/2" V UPW44" SAN2" SAN DNSK-1C.O.3452.53.5BCDTHE HUB116.1ELECTRICAL190ACOMM. ROOM190BGAMING116.2NOT IN SCOPE OF WORKNOT IN SCOPE OF WORK4" ST DN4" ODW7W6RD-1DN-1K.L.J.03025.3THE LOUNGE127ELEVATOR MECH.130STORAGE129STORAGE134ELEV138STORAGE128NOT IN SCOPE OF WORKNOT IN SCOPE OF WORKEXIST 6" USANEXIST 4" USAN4" USAN4" USAN UPW2EXIST C.O. W3C.O. 2" USAN2" USAN UP3452.53.5BCDTHE HUB116.1ELECTRICAL190ACOMM. ROOM190BGAMING116.2NOT IN SCOPE OF WORKNOT IN SCOPE OF WORKW54" UST4" UST UPEXIST 10" USTEXIST 10" USTA. REFER TO SHEET P0.00 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.DRAWING NOTES:DRAWING TITLE:PROJECT NO.Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERINGDRAWN BY:CHECKED BY:4182 WORTH AVE #I-115COLUMBUS, OH 43219T: 614.564.9773F: 513.621.540711/12/2024 10:51:55 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtPW2.00FIRST FLOORPLUMBINGWASTE & VENTCONSTRUCT. PLANS2024.03.043ISRAEODUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINNSCALE: 1/8" = 1'-0"PW2.00FIRST FLOOR PLUMBING WASTE & VENT CONSTRUCTION PLAN - SENIOR CENTER1NSCALE: 1/8" = 1'-0"PW2.00FIRST FLOOR PLUMBING WASTE & VENT CONSTRUCTION PLAN - TEEN LOUNGE2NSCALE: 1/8" = 1'-0"PW2.00UNDERFLOOR PLUMBING WASTE & VENT CONSTRUCTION PLAN - SENIOR CENTER3NSCALE: 1/8" = 1'-0"PW2.00UNDERFLOOR PLUMBING WASTE & VENT CONSTRUCTION PLAN - TEEN LOUNGE4KEYNOTES:W1 TIE INTO EXISTING SANITARY DEMO POINT ABOVE CEILING.W2 TIN INTO EXISTING UNDERGROUND SANITARY DEMO POINT. SAW CUT FLOOR INORDER TO REROUTE PIPING TO COME UP THROUGH FLOOR OF STORAGE CLOSET129.W3 SAW CUT FLOOR FROM EXISTING 6" SANITARY CLEAN OUT TO NEW SK-1. TIE 2" LINEINTO EXISTING SANITARY UNDERGROUND.W4 TIE 2" VENT INTO EXISTING VERTICAL VENT PIPE OF THE RESTROOM GROUP ONSECOND FLOOR.W5 TIE INTO EXISTING UNDERGROUND STORM AT THIS POINT.W6 4" OVERFLOW PIPE DOWN TO LAMBS TONGUE TO BE DAY LIGHTED. COORDINATEHEIGHT WITH ARCHITECT.W7 PIPING UP TO COMBINATION ROOF DRAIN.NO. DATE ISSUED / REVISIONA 11/08/24 BID SETB 11/12/24 PERMIT SET11/12/2024 12:28:08 PM K.L.J.03025.3THE LOUNGE127ELEVATOR MECH.130STORAGE129STORAGE134ELEV138STORAGE128NOT IN SCOPE OF WORKNOT IN SCOPE OF WORKEXIST 3/4" DHWREXIST 1 1/2" DCWEXIST 1 1/4" DHW1/2" DHW1/2" DCWSK-1S1A. REFER TO SHEET P0.00 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.DRAWING NOTES:DRAWING TITLE:PROJECT NO.Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERINGDRAWN BY:CHECKED BY:4182 WORTH AVE #I-115COLUMBUS, OH 43219T: 614.564.9773F: 513.621.540711/12/2024 10:51:52 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtPS2.00FIRST FLOORPLUMBINGSUPPLY PLANS2024.03.043ISRAEODUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINNSCALE: 1/8" = 1'-0"PS2.00FIRST FLOOR PLUMBING SUPPLY WATER CONSTRUCTION PLAN - SENIOR CENTER1KEYNOTES:S1 TIE INTO EXITING DOMESTIC HOT AND COLD WATER TO FEED 1/2" LINES TO NEWSK-1.NO. DATE ISSUED / REVISIONA 11/08/24 BID SETB 11/12/24 PERMIT SET11/12/2024 12:28:08 PM M0.00SCALE:N.T.S.M0.00SCALE:N.T.S.M0.00SCALE:N.T.S.M0.00SCALE:N.T.S.M0.00SCALE:N.T.S.OUTDOOR AIR VENTILATION SCHEDULEROOM ROOM GROSS NET NET BREATING MAX. NO. OF OUTSIDE AIR OUTSIDE AIR DESIGN SHORT TERM ACTUAL AIR INITIAL ZONE SYSTEM UNCORRECTED DESIGN MIN. DESIGN OUTSIDE AIR ACTUAL ACTUAL EXHAUST REQUIREMENTS ACTUAL EXHAUSTNAME NUMBER FL AREA AREA FL AREA ZONE OCCUPANCY OCCUPANTS PER OCC. PER FL AREA NUMBER OF OCCUPANT NUMBER OF SYSTEM OUTSIDE AIR OCCUPANT OUTSIDE AIR SUPPLY AIR SUPPLY AIR PRIMARY AIR OA OUTDOOR NO. OF CFM PER CFM PER REQUIRED CONTINUOUS INTERMITTENT(SQ. FT)MULTI.(SQ. FT) (FEET)CATEGORY(PER 1000 SF)CFM CFM/SQ.FT. PEOPLE DIVERSITY PEOPLE EFFECTIVENESS CFM DIVERSITY CFM CFM CFMRATIO, (Z p)CFM AIR % FIXTURES FIXTURE SQ. FT. CFM CFM CFMTHE HUB 116.1 1,104 1 1,104 6.0 MEDIA CENTER 25 10 0.12 28 100% 20 80% 416 100% 332 2200 1700 0.24 550 25.0% 0 0GAMING 116.2 873 1 873 6.0 MEDIA CENTER 25 10 0.12 22 100% 16 80% 331 100% 265 1500 1400 0.24 375 25.0% 0 0STORAGE 116.3 84 1 84 6.0 STORAGE ROOMS 0 0 0.12 0 100% 0 80% 13 100% 10 75 75 0.17 19 25.0% 0 0THE LOUNGE 128 1,841 1 1,841 6.0 CONFERENCE/MEETING 50 5 0.06 93 100% 65 80% 544 100% 435 2230 2230 0.24 557 25.0% 0 0STORAGE 129 70 1 70 6.0 STORAGE ROOMS 0 0 0.12 0 100% 0 80% 11 100% 8 75 75 0.14 19 25.0% 0 0STORAGE 139 73 1 73 6.0 STORAGE ROOMS 0 0 0.12 0 100% 0 80% 11 100% 9 75 75 0.15 19 25.0% 0 0WORST CASETOTALS: 4,045 4,045143 101 1325 1060 6155 5555 24.4% 15380 0NOTE: 1. The design number of people shown for each room is the estimatedSum of Room Peak Occupancies = 101 Sum of Room Supply Air Quantities = 6155 CFM Uncorrected Outdoor Air Flow V ou = 1,060 CFM maximum for each room per ASHRAE 62.1 in accordance to IMC Section 403.2. The actual number of peoplePeak System Occupancy = 101Supply Fan Diversity Factor = 100% Ventilation Efficiency E v = 0.91(Per ASHRAE 62.1-2007, Table 6-3) is based on either the estimated actual occupancy or the short term occupancy.Occupant Diversity Factor, (D) =100% Actual Total System Supply Air Flow = 6155 CFM Required OA Flow V ot = 1171 CFM 2. The ventilation air calculations for this schedule are based on ASHRAE Standard 62 in accordance to IMC Section 403.2.Actual Final Outdoor Air Flow 1538 CFMVARIABLE AIR VOLUME TERMINAL UNIT SCHEDULEDESIGNATION(FLOOR-ZONE)AREA SERVED AREA SERVED INLET MAX. COOL MIN. COOL HEATING CAPACITY COIL HEATING FLOW MAX. AIR PRESS. NO. OF MAX WPD EAT LAT EWT LWT TCV BASIS OF DESIGNROOM NUMBER(S) ROOM NAME(S)SIZE CFM CFM CFM BTU/HR TYPE FLUID GPMDROP (IN WG)ROWS(FT. WG) (Deg. F) (Deg. F) (Deg. F) (Deg. F)TYPE MFGR MODEL NO.VAV-1-1 116 GAMING121500 1400 1425 69576 STANDARD WATER 6.96 0.50 2 7.0 55 100.0 180 160.0 2 WAY PRICE DESV-12TERMINAL VAV UNITCONTROL CABINETHEATING COILONE INLET DIAMETER (MINIMUM)FLEXIBLE CONNECTIONSECURED WITH DOUBLEDRAW BANDS AT EACHEND. MAXIMUM LATERALOFFSET TO BE 2 INCHES.DUCT SIZE AS SHOWN ONTHE FLOOR PLAN DRAWINGSDUCT SIZE TOMATCH INLETCONNECTIONDUCT TRANSITION (15DEGREE MAXIMUMOFFSET)AUTO-FLOWBALANCING VALVETHE HVAC CONTRACTOR SHALL COORDINATE THE EXACTLOCATION OF THE VAV UNIT SUCH THAT THE PIPINGACCESSORIES AND CONTROL CABINETS ARE ACCESSIBLEFROM DIRECTLY BELOW THROUGH A 24 INCH BY 24 INCHCEILING TILE OR ACCESS PANEL WITHOUT ANY OBSTRUCTIONS.FOUR FEET STRAIGHTDUCT SECTION (MINIMUM)36 INCH CLEARANCE(MINIMUM)TERMINAL VAV UNITCONTROL CABINETHEATING COILONE INLET DIAMETER (MINIMUM)DUCT SIZE AS SHOWN ONTHE FLOOR PLAN DRAWINGSDUCT SIZE TOMATCH INLETCONNECTIONDUCT TRANSITION (15DEGREE MAXIMUMOFFSET)AUTO-FLOWBALANCING VALVETHE HVAC CONTRACTOR SHALL COORDINATE THE EXACTLOCATION OF THE VAV UNIT SUCH THAT THE PIPINGACCESSORIES AND CONTROL CABINETS ARE ACCESSIBLEFROM DIRECTLY BELOW THROUGH A 24 INCH BY 24 INCHCEILING TILE OR ACCESS PANEL WITHOUT ANY OBSTRUCTIONS.FOUR FEET STRAIGHTDUCT SECTION (MINIMUM)36 INCH CLEARANCE(MINIMUM)TERMINAL VAV UNITCONTROL CABINETHEATING COILONE INLET DIAMETER (MINIMUM)AUTO-FLOWBALANCING VALVEDUCT SIZE AS SHOWN ONTHE FLOOR PLAN DRAWINGSDUCT SIZE TOMATCH INLETCONNECTIONDUCT TRANSITION (15DEGREE MAXIMUMOFFSET)DUCT ACCESS DOORFOR COIL CLEANING(10"x10" MINIMUM SIZE)THE HVAC CONTRACTOR SHALL COORDINATE THE EXACTLOCATION OF THE VAV UNIT SUCH THAT THE PIPINGACCESSORIES AND CONTROL CABINETS ARE ACCESSIBLEFROM DIRECTLY BELOW THROUGH A 24 INCH BY 24 INCHCEILING TILE OR ACCESS PANEL WITHOUT ANY OBSTRUCTIONS.FOUR FEET STRAIGHTDUCT SECTION (MINIMUM)36 INCH CLEARANCE(MINIMUM)NOTES:1. THE HVAC CONTRACTOR SHALL COORDINATE TO DETERMINETHE CORRECT LEFT OR RIGHT HAND ACCESS CONDITION FORTHE VAV UNIT'S HEATING COIL AND CONTROLCABINET.2. REFER TO VAV CONTROL DIAGRAM FOR BAS CONTROL POINTS.STRETCH FLEXIBLEDUCT TO 90% OFFULLY EXTENDEDLENGTH TAP FROM BOTTOM OF DUCTCEILING TEEBELLMOUTH FITTINGMAIN DUCTMAIN DUCTBELLMOUTH FITTING TAP FROM SIDE OF DUCTTAP FROM SIDE OF DUCTCEILING TEECEILING TEESHEET METALBELLMOUTH FITTINGMAIN DUCTFLEX DUCT (MAXIMUM6'-0" MINIMUM 1'-0")SAME DIAMETER ASDIFFUSER INLETSQUARE TO ROUNDADAPTER IFDIFFUSER NECK ISSQUARESTRETCHFLEXIBLE DUCT TO90% OF FULLYEXTENDEDLENGTHMANUAL DAMPER INTEGRALINSULATION GUARD SLEEVEREQUIRED FOR TAP FITTINGTO MAIN DUCT WITHINTERNAL INSULATIONMANUAL DAMPER INTEGRALINSULATION GUARD SLEEVEREQUIRED FOR TAP FITTINGTO MAIN DUCT WITHINTERNAL INSULATIONSTRETCH FLEXIBLE DUCTTO 90% OF FULLYEXTENDED LENGTHFLEX DUCT(MAXIMUM 6'-0"MINIMUM 1'-0")SAMEDIAMETER ASDIFFUSER INLETLONG RADIUS SHEETMETAL ELBOWSQUARE TO ROUNDADAPTER IFDIFFUSER NECK ISSQUARESQUARE TO ROUNDADAPTER IFDIFFUSER NECK ISSQUAREFLEX DUCT (MAXIMUM6'-0" MINIMUM 1'-0")SAME DIAMETER ASDIFFUSER INLETMANUAL DAMPER INTEGRALINSULATION GUARD SLEEVEREQUIRED FOR TAP FITTINGTO MAIN DUCT WITHINTERNAL INSULATIONLONG RADIUS SHEETMETAL ELBOWFLEXIBLE CONNECTIONSECURED WITH DOUBLEDRAW BANDS AT EACHEND. MAXIMUMLATERAL OFFSET TO BE2 INCHES.FLEXIBLE CONNECTIONSECURED WITH DOUBLEDRAW BANDS AT EACHEND. MAXIMUMLATERAL OFFSET TO BE2 INCHES.FLEXIBLE CONNECTIONSECURED WITH DOUBLEDRAW BANDS AT EACHEND. MAXIMUMLATERAL OFFSET TO BE2 INCHES.1" BEND. FASTEN DIFFUSER WITHMIN. 16 GA. SHEET METAL PLENUM.GASKET AND SCREWS.DOUBLE WALL DUCTINSULATION OFCOMPRESS INSULATION TOMAINTAIN THERMAL BARRIERAT DAMPER. SECURE DAMPERWITH SHEET METAL SCREWS.CHANNEL TO MAINTAIN THERMALBARRIER. TAPER ENDS.EXTEND PLENUM LINER OVERALIGN AXIS OF DAMPER BLADESFLOW STRAIGHTENER,VERTICALLY.EDGE OF ROUND DUCT1" CHANNELGASKET SADDLE CAULKEDSEAL ALL-AROUND PLENUMINTO PLACE (AIR TIGHTCONNECTION)1" DUCT LINERMIN 7"SUPPLYROUND DUCTGRILLES(TYP.)60°SUPPLYROUND DUCTGRILLES(TYP.)45°SUPPLYGRILLES(TYP.)60°SUPPLYGRILLES(TYP.)45°HWS & HWRPIPING3VAV UNIT INSTALLATION DETAIL1CEILING DIFFUSER CONNECTION DETAILS4ENLARGED DIFFUSER SECTION5SUPPLY GRILL DETAIL2SUPPLY GRILL DETAILGENERAL NOTES (DEMOLITION):GENERAL NOTES (NEW):GENERAL ABBREVIATIONSMECHANICAL SYMBOLSCONTROL SYMBOL LEGENDBALANCING VALVEA=AUTOMATICM=MANUAL CALIBRATEDCIRCUIT SENSOR (VENTURI)GATE VALUEBUTTERFLY VALVEGLOBE VALVEBALL VALVECHECK VALVEGAS COCKTEMPERATURE REGULATING VALVEPRESSURE RELIEF VALVERELIEF VALVESTRAINER3-WAY VALVEVALVE AND END CAPUNIONFLANGED CONNECTIONREDUCERELBOW UPPIPE TEE DOWNELBOW DOWNINSERTION TYPE FLOW METERSTRAP-ON TYPE FLOW METER PRESSURE TEMPERATURETEST STATION (PTTS)THERMOMETERMANUAL AIR VENT (A=AUTOMATIC)WATER FLOW TRANSMITTERSUPPLY DIFFUSERRETURN DIFFUSEREXHAUST DIFFUSERPLENUM SLOT DIFFUSERDUCT TAP LEFTDUCT TAP RIGHTAIR FLOW DIRECTIONOPPOSED BLADE DAMPERPARALLEL BLADE DAMPERFIRE DAMPER (HORIZONTAL OR VERTICAL)SMOKE DAMPER (HORIZONTAL OR VERTICAL)COMBINATION SMOKE FIRE DAMPERTEMPERATURE TRANSMITTERBALANCED BACKDRAFT DAMPERAUTOMATIC AIR DAMPERMANUAL DAMPERTHERMOSTAT ORTEMPERATURE SENSORSTATIC PRESSURE TRANSMITTERPOINT OF CONNECTION / EXTENT OF REMOVALDUCT SMOKE DETECTORHUMIDITY TRANSMITTERCARBON MONOXIDE SENSORCARBON DIOXIDE SENSORFLEXIBLE CONNECTIONFLEXIBLE CONNECTIONSQUARE ELBOW WITH TURNING VANESDUCT RISE IN DIRECTION OF AIR FLOWDUCT DROP IN DIRECTION OF AIR FLOWRECTANGULAR DUCT TO ROUND DUCT TRANSITIONSUPPLY AIR (RECTANGULAR DUCT)R=RETURN, E=EXHAUST, OA=OUTSIDE AIRSUPPLY AIR (ROUND DUCT)R=RETURN, E=EXHAUST, OA=OUTSIDE AIRDUCT TURN DOWNDUCT TURN UPINTERNALLY LINED DUCTWORK(DIMENSIONS INDICATED AREINSIDE CLEAR DIMENSIONS)MANUFACTURED DOUBLE WALL DUCTWORK(DIMENSIONS INDICATED ARE INSIDESHEET METAL DIMENSIONS)ANALOG INPUT SIGNALANALOG OUTPUT SIGNALDIGITAL INPUT SIGNALDIGITAL OUTPUT SIGNALEND SWITCHDIFFERENTIAL PRESSURE TRANSMITTERSTATIC PRESSURE TRANSMITTERLOW TEMPERATURE SWITCHAIR FLOW TRANSMITTEREND SWITCHNORMALLY OPENNORMALLY CLOSEDTEMPERATURE TRANSMITTERROOM TEMPERATURE SENSORRELATIVE HUMIDITY SENSORCARBON DIOXIDE SENSORDIFFERENTIAL PRESSURE SWITCHHUMIDITY TRANSMITTERDUCT MOUNTED SMOKE DETECTORCURRENT TRANSFORMER SWITCHMECHANICAL LEGEND (not all may apply)BBDAADEQUIP. #SEQUIP. #EQUIP. #EQUIP. #HSCOCO2S-12X8S-12S10AL150AFD10CTSSDHTDPSSHTTTLTSAFTESNONCSPTDPTESDODIAOAICO2FMFMTTCSFMPTDNUPA. UNLESS OTHERWISE NOTED, ALL DUCTWORK AND PIPING SHOWN DARK IS NEW.B. ALL WORK SHALL BE INSTALLED PER THE 2024 OHIO BUILDING CODE, 2024 OHIO MECHANICAL CODE AND ALL LOCAL APPLICABLE CODES.C. VERIFY CONDITIONS IN THE FIELD PRIOR TO BID AND CONSTRUCTION.D. WHERE CONFLICTS EXIST AMONG DRAWINGS, SPECIFICATIONS AND EQUIPMENT SCHEDULES, THE MORE STRINGENT SHALL APPLY.E. REFER TO DRAWINGS THIS SHEETFOR MECHANICAL DETAILS, DIAGRAMS AND SCHEDULES.F. CONTRACTOR SHALL CAREFULLY COORDINATE DUCTWORK AND PIPING PATHWAY / LOCATIONS WITH OTHER TRADES AND EXISTING CONDITIONS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS TIGHT TO THE STRUCTURE AS POSSIBLE. CONNECTIONS TO THE SUPPLY AIR DEVICES MAY BE MADE WITH FLEXIBLE DUCTWORK. REFER TO THE DETAIL ON THIS SHEET FOR FLEXIBLE DUCT CONNECTIONS. ALL CONDITIONS SHALL BE FIELD VERIFIED BEFORE ORDERING EQUIPMENT OR FABRICATED MATERIAL.G. CONTRACTOR SHALL PROVIDE ALL ROOF OR WALL NON-COMBUSTIBLE FRAMING AS REQUIRED TO INSTALL EQUIPMENT, DUCTWORK, AND PIPING. COORDINATE NEW WORK WITH OTHER TRADES PRIOR TO BEGINNING CONSTRUCTION. NO WORK IS TO BE INSTALLED OR FABRICATED UNTIL AFTER THE PROJECT COORDINATION HAS BEEN APPROVED BY THE OWNER'S REPRESENTATIVE.H. INSTALL A MANUAL BALANCE DAMPER IN ALL BRANCH DUCTS, INCLUDING ALL SUPPLY, RETURN, AND EXHAUST GRILLES.I. INSTALL A SHUT-OFF VALVE IN ALL PIPING BRANCHES.J. ALL SQUARE THROATED ELBOWS SHALL HAVE AIRFOIL TURNING VANES AND SHALL ONLY BE USED WHEN RADIUS ELBOWS WILL NOT FIT.K. ALL ROUND BRANCH DUCT CONNECTIONS SHALL BE MADE WITH BELLMOUTH FITTINGS OR ANGLED TEES. STRAIGHT SPIN-IN TAP COLLARS SHALL NOT BE ACCEPTABLE.L. ALL DAMPERS, VALVES, AND CONTROL COMPONENTS THAT ARE LOCATED ABOVE CEILINGS SHALL BE INSTALLED WHERE COMPLETELY ACCESSIBLE. CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED.M. ALL NEW VARIABLE AIR VOLUME TERMINAL UNITS ARE TO BE INSTALLED WHERE COMPONENTS ARE COMPLETELY ACCESSIBLE. CONTRACTOR SHALL COORDINATE TO PROVIDE THE VAV UNIT WITH A CONTROL ENCLOSURE AND PIPE CONNECTIONS ON THE MOST ACCESSIBLE SIDE OF THE UNIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE CORRECT LEFT OR RIGHT HAND CONFIGURATION. REFER TO THE APPLICABLE DETAIL ON DRAWING M5.00FOR ADDITIONAL REQUIREMENTS.N. DUCTWORK CONNECTION TO DIFFUSER / VAV TO BE THE SAME SIZE AS THE NECK SIZE UNLESS OTHERWISE NOTED.O. UNLESS OTHERWISE NOTED, ALL DUCTWORK SHALL BE FABRICATED FROM GALVANIZED STEEL METAL, INSTALLED IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS FOR GAUGE, REINFORCEMENT, AND SUPPORT; 2" W.G. PRESSURE CLASS FOR ALL DUCTWORK, UNLESS NOTED OTHERWISE. ALL JOINTS AND SEAMS SHALL BE SEALED AND FASTENED AND MADE AIRTIGHT IN ACCORDANCE OF CHAPTER 13 OF THE OBC.P. CONTRACTOR SHALL TAKE OVERALL CFM MEASUREMENTS ON ALL EXISTING DUCTWORK TO REMAIN PRIOR TO COMMENCING ANY WORK. INFORMATION GATHERED SHALL BE UTILIZED FOR REBALANCING SYSTEM. CONTRACTOR SHALL REBALANCE ALL SYSTEMS AT THE CONCLUSION OF THE PROJECT.Q. UL LISTED FIRESTOPPING SHALL BE USED AT ANY PENETRATION THROUGH A FIRE RATED ASSEMBLY. REFER TO ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR LOCATIONS OR RATED ASSEMBLIES. CONTRACTOR SHALL USE UL LISTED FIRESTOP SYSTEM METHODS FOR "THROUGH-PENETRATION ASSEMBLIES." TYPICAL OF ALL FIRE RATED WALLS.R. DUCTWORK AND PIPING SHALL BE SUPPORTED INDEPENDENT OF CEILING, CONDUIT, OTHER DUCTWORK, OTHER PIPING,ETC.S. IN AREAS WHERE CEILINGS ARE NOT BEING REPLACED, AND CONTRACTOR HAS WORK ABOVE CEILINGS, CONTRACTOR SHALL PATCH AND REPAIR CEILINGS TO MATCH EXISTING.T. CONTRACTOR SHALL COORDINATE ALL REQUIRED WALL PENETRATIONS FOR DUCT OR PIPING WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION OF NEW WALLS. ALL DUCT PENETRATIONS SHALL BE IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED FOR DUCT PENETRATIONS THROUGH WALLS.U. CONTRACTOR SHALL COORDINATE ALL REQUIRED ROOF OPENINGS FOR DUCTWORK WITH THE GENERAL CONTRACTOR.V. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL STEEL FRAMING AS REQUIRED TO INSTALL ROOF MOUNTED EQUIPMENT CURBS.W. CONTRACTOR SHALL INSTALL ALL EQUIPMENT, DUCTWORK, PIPING, VALVES, INSULATION, SUPPORTS ETC. AS INDICATED OR AS REQUIRED TO ALLOW OPERATION AND USE OF ALL AREAS AND ALL SYSTEMS REQUIRED FOR OCCUPIED USE DURING CONSTRUCTION.X. CONTRACTOR TO VERIFY EXISTING DUCTWORK / PIPING SUPPLY AND RETURN SYSTEM, SIZE, AND TYPE PRIOR TO MAKING CONNECTIONS.A. UNLESS OTHERWISE NOTED, ALL DUCTWORK AND PIPING SHOWN DASHED AND DARK IS TO BE REMOVED.B. CONTRACTOR TO COORDINATE DEMOLITION WITH OTHER TRADES BEFORE BEGINNING WORK.C. CONTRACTOR SHALL TAKE OVERALL CFM MEASUREMENTS ON ALL EXISTING TO REMAIN EQUIPMENT PRIOR TO COMMENCING ANY DEMOLITION WORK. INFORMATION GATHERED SHALL BE UTILIZED FOR RE-BALANCING SYSTEM. CONTRACTOR SHALL RE-BALANCE ALL SYSTEMS AT THE CONCLUSION OF THE PROJECT.D. THIS CONTRACTOR SHALL PATCH AND REPAIR ALL HOLES, DAMAGE OR MODIFICATIONS LEFT BY REMOVAL OF DUCTWORK AND REPAIR WALLS, FLOORS, CEILINGS, ETC. TO MATCH EXISTING. ALL PATCHING AND FINISHING SHALL BE PERFORMED BY A QUALIFIED TRADESPERSON. ALL DEMOLITION WORK AND INSTALLATION SHALL BE COORDINATED WITH OWNER PRIOR TO STARTING.E. ALL REMOVED EQUIPMENT IN WORKING ORDER SHALL BE REVIEWED BY THE OWNER'S REPRESENTATIVE. IF OWNER'S REPRESENTATIVE WISHES TO RETAIN THE EQUIPMENT, CONTRACTOR REMOVING EQUIPMENT SHALL DELIVER EQUIPMENT TO LOCATION AS DIRECTED BY THE OWNER'S REPRESENTATIVE. IF THE OWNER'S REPRESENTATIVE WISHES THE EQUIPMENT TO BE DISPOSED OF, THE CONTRACTOR REMOVING THE EQUIPMENT SHALL DISPOSE OF EQUIPMENT WITH NO ADDITIONAL COST TO THE OWNER.SAAD AUTOMATIC AIR DAMPERAAV AUTOMATIC AIR VENTAB AIR BLENDERAC-* AIR CONDITIONING UNITACC AIR COOLED CONDENSERACCU AIR COOLED CONDENSING UNITAD ACCESS DOORADD'L ADDITIONALADJ ADJUSTABLEAF AFTER FILTERAFF ABOVE FINISHED FLOORALT ALTERNATEALUM ALUMINUMAP ACCESS PANELAPPROX APPROXIMATEARCH ARCHITECT(URAL)AUTO AUTOMATICAVG AVERAGEBAS BUILDING AUTOMATION SYSTEMBBD BALANCED BACKDRAFT DAMPERBE BOTTOM ELEVATIONBF BUTTERFLYBFP BACKFLOW PREVENTERBLDG BUILDINGBLR BOILERBOD BOTTOM OF DUCTBOP BOTTOM OF PIPEBOT BOTTOMBP BOOSTER PUMPBTU BRITISH THERMAL UNITBTUH BTU'S PER HOURBV BALL VALVECA COMPRESSED AIRCAF COMBUSTION AIR FANCCW COUNTER CLOCKWISECD CEILING DIFFUSERCFM CUBIC FEET PER MINUTECHV CHECK VALVECH CHILLERCHWP CHILLED WATER PUMPCHWR CHILLED WATER RETURNCHWS CHILLED WATER SUPPLYCI CAST IRONCOL COLUMNCONN CONNECTIONCT COOLING TOWERCU CONDENSING UNITCUH CABINET UNIT HEATERCU FT CUBIC FEETCU IN CUBIC INCHCW CLOCKWISECWP CONDENSING WATER PUMPCWS CONDENSING WATER SUPPLYCWR CONDENSING WATER RETURNDB DRY BULB TEMPERATUREDDC DIRECT DIGITAL CONTROLDET DETAILDIA DIAMETERDN DOWNDPR DAMPERDPT DEW POINT TEMPERATUREDR DRAINDTS DUAL TEMPERATURE SUPPLYDTR DUAL TEMPERATURE RETURNDWG DRAWINGEA EACH / EXHAUST AIREAH EXHAUST AIR HOODEAL EXHAUST AIR LOUVEREAT ENTERING AIR TEMPERATUREEC ELECTRICAL CONTRACTOREF EXHAUST FANEG EXHAUST GRILLEEL ELEVATIONELEC ELECTRIC/ELECTRICALEQ EQUALEQUIP EQUIPMENTEQUIV EQUIVALENTER EXHAUST REGISTERESP EXTERNAL STATIC PRESSUREET EXPANSION TANKEUH ELECTRIC UNIT HEATEREWH ELECTRIC WATER HEATEREWT ENTERING WATER TEMPERATUREEXCL EXCLUDINGEXIST EXISTINGEXP EXPANSION°F DEGREE FAHRENHEITFD FLAT DRAINFF FINISHED FLOORFH FIRE HYDRANTFL FLOORFOB FLAT ON BOTTOMFOR FUEL OIL RETURNFOS FUEL OIL SUPPLYFOT FLAT ON TOPFPC FIRE PROTECTION CONTRACTORFPM FEET PER MINUTEFPVAV FAN POWERED VAVFS FLOOR SINKGA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGPH GALLONS PER HOURGPM GALLONS PER MINUTEHEX HEAT EXCHANGERHORIZ HORIZONTALHR HOURHT HEAT TRACEHVAC HEATING, VENTILATING AND AIR CONDITIONINGHWP HOT WATER PUMPHWR HOT WATER RETURN HWS HOT WATER SUPPLYHX HEAT EXCHANGERIA INSTRUMENT AIRIE INVERT ELEVATIONIN INCHINV INVERTKEC KITCHEN EQUIPMENT CONTRACTORKH KITCHEN HOODKV KITCHEN VENTLAT LEAVING AIR TEMPERATURELB POUNDLD LINEAR DIFFUSERLWT LEAVING WATER TEMPERATUREMAT'L MATERIALMAV MANUAL AIR VENTMAX MAXIMUMMBH BTU'S PER HOUR, THOUSANDMC MECHANICAL CONTRACTORMCW MECHANICAL CITY WATERMECH MECHANICALMFG/MFGR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMSW MECHANICAL SOFT WATERNA NOT APPLICABLENC NORMALLY CLOSED/NOISE CRITERIANG NATURAL GASNIC NOT IN CONTRACTNO NORMALLY OPENNOM NOMINALNTS NOT TO SCALEOA OUTSIDE AIROAH OUTSIDE AIR HOODOAL OUTSIDE AIR LOUVEROC ON CENTEROC OCCUPANCY SENSOROPG OPENINGOS&Y OUTSIDE SCREW AND YOKEOZ OUNCEPC PLUMBING CONTRACTORPCHWP PRIMARY CHILLED WATER PUMPPERIM PERIMETERPF PRE FILTERPH PHASEPHWP PRIMARY HOT WATER PUMPPI PRESSURE INDICATORPLBG PLUMBINGPRESS PRESSUREPRV PRESSURE REDUCING VALVEPS PRESSURE SWITCHPSD PLENUM SLOT DIFFUSERPSI POUND PER SQUARE INCHPSIA POUND PER SQUARE INCH ABSOLUTEPSIG POUND PER SQUARE INCH GAUGEPVC POLYVINYL CHLORIDERCP RECIRCULATION PUMPREF REFERENCEREQ'D REQUIREDREV REVISE(D)RG RETURN GRILLERH RELATIVE HUMIDITY/ROOF RV RELIEF VENTRM ROOMRPM REVOLUTIONS PER MINUTERR RETURN REGISTERSA SUPPLY AIRSCHED SCHEDULESCHWP SECONDARY CHILLED WATER PUMPSD SUCTION DIFFUSERSECT SECTIONSG SUPPLY GRILLESHWP SECONDARY HOT WATER PUMPSHT SHEETSL SOUND LININGSM SURFACE MOUNTSPEC SPECIFICATIONSSPT STATIC PRESSURE TRANSMITTERSQ SQUARESQ FT/SF SQUARE FOOT (FEET)SQ IN SQUARE INCHESSR SUPPLY REGISTERSS STAINLESS STEELSTD STANDARDSTL STEELSTRUCT STRUCTURALTCC TEMPERATURE CONTROL CONTRACTORTCV TEMPERATURE CONTROL VALVETE TOP ELEVATIONTI TEMPERATURE INDICATORTMV THERMOSTATIC MIXING VALVETSP TOTAL STATIC PRESSURETSTAT THERMOSTATTXV THERMAL EXPANSION VALVETYP TYPICALTW TEMPERED WATERUG UNDERGROUND UH UNIT HEATERUON UNLESS OTHERWISE NOTEDUNO UNLESS NOTED OTHERWISEVAC VACUUMVA VALVEVAV VARIABLE AIR VOLUMEVD VOLUME DAMPERVERT VERTICALVFD VARIABLE FREQUENCY DRIVEVOL VOLUMEW/ WITHW/O WITHOUTWB WET BULB TEMPERATUREWG WATER GAUGEWP WEATHER PROOFXP EXPLOSION PROOFCHILLED WATER SUPPLYCHILLED WATER RETURNCONDENSING WATER SUPPLYCONDENSING WATER RETURNHOT WATER SUPPLYHOT WATER RETURNDRAINREFRIGERANT HOT GASREFRIGERANT LIQUIDREFRIGERANT SUCTIONNEW DUCT OR PIPINGEXISTING DUCT OR PIPINGEXISTING DUCT OR PIPING TO BE REMOVEDRSRLRHGDRHWSCWRCWSCHWRCHWSHWRDUAL TEMPERATURE SUPPLYDUAL TEMPERATURE RETURNDTSDTRSUPPLY AIR (OVAL DUCT)R=RETURN, E=EXHAUST, OA=OUTSIDE AIRS-12X8øDIFFUSER (24X24" CEILING MOUNTED UNO BELOW)S=SUPPLY, R=RETURN, E=EXHAUST, OA=OUTSIDE AIRNECK SIZE - 6", 8", 10", 12", 14", 15"A=LAY-IN ACOUSTICAL CEILING, D=DRYWALL CEILINGNUMBER OF SLOTS (LINEAR DIFFUSERS)CFMRG500024X24EGRILLES=SUPPLY, R=RETURN, E=EXHAUST, OA=OUTSIDE AIRG=GRILLECFMHEIGHTWIDTHE=EGGCRATEPRESSURE SENSOREQUIP. #PA=1/2" SLOTS, B=3/4" SLOTS, C=1" SLOTS, D=1-1/2" SLOTS (LINEAR DIFFUSERS)FD=INTEGRAL FIRE DAMPERL=LINEAR, N=SIDEWALL ROUND NOZZLE, X=12"X12" DIFFUSERDRAWING TITLE:PROJECT NO.Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERINGDRAWN BY:CHECKED BY:4182 WORTH AVE #I-115COLUMBUS, OH 43219T: 614.564.9773F: 513.621.540711/12/2024 10:56:14 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtM0.002024.03.043BKGJDHDUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINMECHANICALGENERALINFORMATIONNO. DATE ISSUED / REVISIONA 11/08/24 BID SETB 11/12/24 PERMIT SET11/12/2024 12:28:44 PM 1RTU-10TREMOVE S-18X14REMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVE REMOVE REMOVEREMOVEREMOVEREMOVEREMOVEEXIST S-14X14EXIST S-14X14EXIST E-20X12EXIST S-26X16EXIST S-22X16EXIST S-18X14EXIST S-16X14EXIST E-20X12EXIST R-18X16EXIST R-18X16EXIST S-22X16EXIST S-12X12EXIST R-32X14EXIST S-16X16S8L200S8L200S8L200EXIST S-18X14REMOVE S-24X16REMOVE REMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVE R-16X16REMOVE R-16X14REMOVE R-16X12R-16X16TB-2TEXIST S-12X6EXIST S-6X6EXIST S-14"∅EXIST R-70X34EXIST TB-2EXIST S-20X18EXIST R-70X22EXIST S-12X10S8L200S8L200K.L.J.03025.3NOT IN SCOPE OF WORKNOT IN SCOPE OF WORKEXISTING SENIOR CENTEREXISTING OFFICEEXISTING OFFICEEXISTING CORRIDOR3452.53.5BCDNOT IN SCOPE OF WORKNOT IN SCOPE OF WORKEXISTING TEEN LOUNGEEXISTING EXTERIOR PATIOKEYNOTES:1. CAREFULLY REMOVE EXISTING THERMOSTAT FOR INSTALLATION IN NEW LOCATION SHOWN ON SHEET M2.00XA. REFER TO SHEET M000 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.DRAWING NOTES:DRAWING TITLE:PROJECT NO.Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERINGDRAWN BY:CHECKED BY:4182 WORTH AVE #I-115COLUMBUS, OH 43219T: 614.564.9773F: 513.621.540711/12/2024 10:56:14 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtM1.002024.03.043BKGJDHDUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINFIRST FLOORMECHANICALDEMOLITION PLANSNSCALE: 1/8" = 1'-0"M1.00FIRST FLOOR MECHANICAL DEMO PLAN - SENIOR CENTER1NSCALE: 1/8" = 1'-0"M1.00FIRST FLOOR MECHANICAL DEMO PLAN - TEEN LOUNGE2NO. DATE ISSUED / REVISIONA 11/08/24 BID SETB 11/12/24 PERMIT SET11/12/2024 12:28:51 PM 233336S-175 CFMS-175 CFMS-235 CFMS-235 CFMS-16"øS-14"øS-12"øR-48X24EXIST S-14X14EXIST S-14X14EXIST E-20X12EXIST S-26X16EXIST S-22X16EXIST S-18X14EXIST S-16X14EXIST E-20X12EXIST R-18X16EXIST R-18X16EXIST S-22X16EXIST S-12X12EXIST R-32X14EXIST S-16X16S8L200S8L200S8L200EXIST S-18X14RTU-10TS8L75S8L75SG-14X8235 CFM(TYP.6)POCPOCPOCPOCPOCPOCPOC48X 24 EGG CRATER-3640 CFM111457S-12"øS-12"∅1" HWS & R1" HWS & R1-1TB-2TEXIST S-12X6EXIST S-6X6EXIST S-14"∅EXIST S-14"∅EXIST S-22"∅EXIST R-70X34EXIST R-36X24EXIST R-70X34EXIST AH-4EXIST R-50X16EXIST RF-4EXIST TB-2EXIST S-20X18EXIST R-70X22EXIST S-12X10S8L200S8L2001-1T R-30X16S-16"øS-14"øS-12"øSG-16X8250 CFM(TYP.6)S-24X24S-16"øS8L75S-18"øSG-16X8250 CFMS-16"øSG-18X8300 CFM(TYP.6)S-14"øR-16X1616X16 EGG CRATER-1500 CFMPOCPOCPOCPOC0302K.5.3L.J.K.L.J.03025.3THE LOUNGE127ELEVATOR MECH.130STORAGE129STORAGE134ELEV138STORAGE128NOT IN SCOPE OF WORKNOT IN SCOPE OF WORKBC345672.53.54.5DOP6.25.86.89.3C.5345672.53.5P6.25.86.8BCDTHE HUB116.1ELECTRICAL190ACOMM. ROOM190BGAMING116.2NOT IN SCOPE OF WORKNOT IN SCOPE OF WORKSTORAGE116.3MAIN MECHANICAL190KEYNOTES:1. PRICE MODEL 22 DOUBLE DEFLECTION AIR FOIL SUPPLY GRILLE OR APPROVED EQUAL. MOUNT GRILLES IN ORIENTATION SHOWN ON DETAIL 2, SHEET M0.00.2. PRICE MODEL 22 DOUBLE DEFLECTION AIR FOIL SUPPLY GRILLE OR APPROVED EQUAL. MOUNT GRILLES IN ORIENTAION SHOWN ON DETAIL 5, SHEET M0.00.3. PRICE MODEL TBD4100 2 SLOT, 1" SLOT 48" LONG WITH 8" NECK OR APPROVED EQUAL.4. EXTEND 1" HWS & R TO 4" HWS & R MAINS IN MAIN MECHANICAL ROOM AND MAKE CONNECTIONS THERTO.5. NEW THERMOSTAT AND ASSOCIATED TERMINAL UNIT SHALL BE INTEGRATED WITH EXISTING AUTOMATED LOGIC BMS SYSTEM.6. RELOCATED THERMOSTAT.7. TURN UP DUCT AND MOUNT AS TIGHT TO STRUCTURE AS POSSIBLE.XA. REFER TO SHEET M000 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.DRAWING NOTES:DRAWING TITLE:PROJECT NO.Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERINGDRAWN BY:CHECKED BY:4182 WORTH AVE #I-115COLUMBUS, OH 43219T: 614.564.9773F: 513.621.540711/12/2024 10:56:17 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtM2.002024.03.043BKGJDHDUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINFIRST FLOORMECHANICALCONSTRUCTIONPLANSNSCALE: 1/8" = 1'-0"M2.00FIRST FLOOR MECHANICAL CONSTRUCTION PLAN - SENIOR CENTER1NSCALE: 1/8" = 1'-0"M2.00FIRST FLOOR MECHANICAL CONSTRUCTION PLAN - TEEN LOUNGE2NO. DATE ISSUED / REVISIONA 11/08/24 BID SETB 11/12/24 PERMIT SET11/12/2024 12:28:52 PM A. REFERENCE 1/E0.00 FOR DEVICE MOUNTING HEIGHT DETAIL. B. REFERENCE 2/E0.00 FOR MASONRY WALL PENETRATION DETAIL. C. EXPOSED MC CABLE IS NOT ACCEPTABLE. D. DATA/IT/AV SCOPE IS LIMITED TO ROUGH-IN, BACKBOXES, AND PATHWAYS ONLY. DEVICES, FACEPLATES, DATA WIRING, AND TERMINATIONS ONTO PATCH PANEL BY OWNER IT TEAM. PROVIDE PATHWAYS FOR ALL DATA OUTLETS AND FLOOR BOXES WITH DATA BACK TO LOCAL IDF INDICATED ON KEYPLAN. J- HOOKS ARE NOT ACCEPTABLE IN EXPOSED CEILINGS. E. NO NEW POWER FOR HVAC OR PLUMBING EQUIPMENT IS REQUIRED. F. DIVISION 26 IS TO REMOVE AND REINSTALL EXISTING LIGHTNING PROTECTION INDICATED ON DEMOLITION PLANS TO FACILITATE CONSTRUCTION OF NEW BUILDING ADDITION. DIVISION 26 IS TO SUBMIT FOR NEW UL MASTER LABEL FOR LIGHTNING PROTECTION SYSTEM REINSTALLATION. GENERAL NOTES: 1. ALL NEW LIGHTING IN SCOPE OF WORK IS TO BE CONTROLLED BY STANDALONE CONTROLS LOCATED WITHIN EACH SPACE. CONTROLS TO BE ACUITY SENSORSWITCH OR EQUAL. PROVIDE BRIDGES, POWER PACKS, AND CONTROL WIRING AS NECESSARY TO INDEPENDENTLY CONTROL ALL CONTROLLABLE ZONES PER MANUFACTURER’S RECOMMENDATIONS. ALL CONTROLLABLE ZONES TO BE CONTROLLED LOCALLY BY SWITCHES AND OCCUPANCY SENSORS AS INDICATED ON PLANS. PROVIDE LOCAL DIMMING CONTROL AS INDICATED ON PLANS. PROVIDE AUTOMATIC DAYLIGHTING CONTROL FOR CONTROLLABLE ZONES AS INDICATED ON PLANS. 2. ALL INTERIOR LIGHT FIXTURES WITHOUT A TAG INDICATING CONTROLLABLE ZONE ARE TO BE CONSIDERED TO BE IN A SINGLE CONTROLLABLE ZONE WITH ALL OTHER LIGHT FIXTURES AND LIGHTING CONTROL DEVICES WITHIN THE SAME ENCLOSED ROOM. LIGHT FIXTURES WITH THE TAG ‘NL’ ARE USED FOR EGRESS AND ARE NEVER CONSIDERED TO BE PART OF A CONTROLLABLE ZONE. 3. ALL OCCUPANCY SENSORS IN RESTROOMS, STAIRWELLS, LOBBIES, AND CORRIDORS, AND AREAS NOT SEPARATED FROM CORRIDORS BY WALLS OR DOORS ARE TO BE SET TO OCCUPANCY MODE. ALL OTHER OCCUPANCY SENSORS TO BE SET TO VACANCY MODE. OCCUPANCY TIME-OUT TO BE 20 MINUTES. 4. ALL CEILING MOUNTED OCCUPANCY SENSORS SHOWN ON PLANS ARE SCHEMATIC IN NATURE AND INTENDED TO INDICATE CONTROLLABLE ZONES. QUANTITIES OF CEILING MOUNTED OCCUPANCY/VACANCY SENSORS ARE NOT EXACT. LIGHTING VENDOR TO PROVIDE LAYOUT SUBMITTAL SHOWING QUANTITIES AND LOCATIONS OF OCCUPANCY/VACANCY SENSORS TO PROVIDE FULL COVERAGE FOR ALL SPACES. SOME ROOMS WILL REQUIRE MORE THAN ONE OCCUPANCY SENSOR. LIGHTING SEQUENCE OF OPERATIONS: A. FIRE ALARM SYSTEM IS DELEGATED DESIGN UNDER DIVISION 26 BY CERTIFIED FIRE ALARM DESIGNER. B. EXISTING POTTER FIRE ALARM SYSTEM FOR BUILDING TO REMAIN. EXISTING HEAD END EQUIPMENT TO REMAIN. FINAL DIVISION 28 SCOPE TO INCLUDE ALL WIRING, NOTIFICATION DEVICES, DETECTOR DEVICES (INCLUDING DUCT SMOKE DETECTORS FOR HVAC EQUIPMENT), SYSTEM TIE INS, AND PROGRAMMING. C. FIRE ALARM SYSTEM DESIGN SHALL BE PERFORMED BY A CERTIFIED FIRE ALARM DESIGNER. D. DEVICES INDICATED ON THE DRAWINGS ARE SCHEMATIC IN NATURE AND INTENDED TO INDICATE DESIGN INTENT AND FOR BUILDING GENERAL PERMIT SUBMISSION ONLY. FINAL DESIGN AND LOCATIONS SHALL BE THE RESPOSIBILITY OF THE ELECTRICAL CONTRACTOR IN CONJUCTION WITH THE FIRE ALARM DESIGNER. COORDINATE FINAL LOCATIONS WITH ARCHITECT TO AVOID CONFLICTS WITH ARCHITECTURAL FEATURES AND BRANDING. E. FIRE ALARM DESIGNER TO VERIFY EXISTING “HEAD END” EQUIPMENT CAPACITY AND BATTERY CAPACITY. UPGRADE/REPLACE AS REQUIRED FOR NEW DESIGN. FIRE ALARM NOTES: CEILING MOUNTED LARGE MOVEMENT OCCUPANCY SENSOR WITH VACANCY CONTROLS UNLESS OTHERWISE NOTED. x DENOTES CONTROLLED FIXTURES. PROVIDE POWER PACKS AS REQUIRED. WIRING PER MANUFACTURER'S RECOMMENDATIONS. LOW VOLTAGE SWITCH WITH 3-WAY/4-WAY SWITCHING. x DENOTES CONTROLLED FIXTURES. WIRING PER MANUFACTURER'S RECOMMENDATIONS. LOW VOLTAGE DIMMER SWITCH WITH 3-WAY/4-WAY SWITCHING. x DENOTES CONTROLLED FIXTURES. WIRING PER MANUFACTURER'S RECOMMENDATIONS LOW VOLTAGE DIMMER SWITCH WITH 3-WAY/4-WAY SWITCHING, AND 2 CONTROLLABLE ZONES. w,x DENOTES CONTROLLED FIXTURES. WIRING PER MANUFACTURER'S RECOMMENDATIONS LOW VOLTAGE DIMMER SWITCH WITH 3-WAY/4-WAY SWITCHING, AND 4 CONTROLLABLE ZONES. w,x,y,z DENOTES CONTROLLED FIXTURES. WIRING PER MANUFACTURER'S RECOMMENDATIONS LOW VOLTAGE SWITCH WITH 3-WAY/4-WAY SWITCHING AND VACANCY CONTROL, UNLESS OTHERWISE NOTED. x DENOTES CONTROLLED FIXTURES. WIRING PER MANUFACTURER'S RECOMMENDATIONS. LOW VOLTAGE DIMMER SWITCH WITH 3-WAY/4-WAY SWITCHING AND VACANCY CONTROL, UNLESS OTHERWISE NOTED. x DENOTES CONTROLLED FIXTURES. WIRING PER MANUFACTURER'S RECOMMENDATIONS. J J M DS OC # LEGEND: GENERAL KEYNOTE X E#.# SECTION VIEW DETAIL X ON DRAWING E#.#. RACEWAYS CONCEALED EXPOSED OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC CONDUIT TURN UP CONDUIT TURN DOWN CONTINUATION DEVICES 120V, 20A DUPLEX TAMPER RESISTANT RECEPTACLE 120V, 20A QUADRUPLEX TAMPER RESISTANT RECEPTACLE GROUND FAULT PROTECTED TAMPER RESISTANT RECEPTACLE XX FIRE ALARM MANUAL PULL STATION 600V 3P 30A NON-FUSED DISCONNECT SWITCH, UNLESS NOTED OTHERWISE. 600V 3P 30A FUSED DISCONNECT SWITCH. PROVIDE CURRENT LIMITING CLASS J FUSES SIZED PER PLAN, UNLESS NOTED OTHERWISE. 4" DIAMETER JUNCTION BOX, CEILING MOUNT 4" SQUARE BACK BOX, WALL MOUNT MANUAL MOTOR CONTROLLER TOGGLE SWITCH SD SMOKE DETECTOR, CEILING MOUNT HD HEAT DETECTOR, CEILING MOUNT STROBE, WALL MOUNT SPEAKER STROBE, WALL MOUNT DUCT SMOKE DETECTOR DATA/COMMUNICATION DATA OUTLET. PROVIDE 4" SQUARE BACKBOX. PROVIDE 3/4" CONDUIT TO CEILING SPACE WITH PULL STRING. PROVIDE PATHWAY BACK TO LOCAL IT CLOSET. LIGHTING D OC x x D OC x LV D4 w,x,y,z D2 w,x SWITCH x NL EXIT SIGN, FACES/ARROWS INDICATED EGRESS LIGHTING. LUMINAIRES MARKED 'NL' TO BE WIRED AHEAD OF SWITCHING. LIGHT FIXTURE LABEL: "AA" INDICATES LIGHT FIXTURE TYPE. "PNL-CKT" INDICATES THE BRANCH CIRCUIT. "n" INDICATES LIGHT FIXTURE'S CONTROLLABLE ZONE. O/E U/T U/E "XX" INDICATES TYPE: USB USB RECEPTACLE (TYPE AC) WR WEATHER RESISTANT RECEPTACLE WITH IN-USE WEATHER PROOF COVER CH MOUNT RECEPTACLE 6" ABOVE TOP OF COUNTER OR BACKSPLASH FR FLAT RECESSED RECEPTACLE AA n PNL-CKT EMERGENCY LIGHTING UNIT HDMI OUTLET. SEE 3/E2.00 FOR DETAILS. EXIT FLOOR LEVEL 90" 18" 46" FIRE ALARM NOTIFICATION DEVICE WALL STUD MANUAL PULL STATION LIGHT SWITCH CARD READER RECEPTICLE DATA OUTLET 6" CEILING MINIMUM MASONRY WALL CONDUIT PIPE SLEEVE SET IN GROUT FOR FIRE RATED WALLS PROVIDE DOW CORNING FIRE STOP FOAM 2001 AROUND CONDUIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FOR NON FIRE RATED WALLS PROVIDE POLYURETHANE EXPANDING FOAM. NOTES: PIPE SLEEVE, GROUT, FIRE STOP, TO BE PROVIDED BY DIVISION 26. FLOOR BOX PROVIDE SADDLES AS REQUIRED TO ALLOW CONDUIT TO TURN UP CONCEALED BEHIND WALL STUD OR BLOCK WALL GRADE/PAVEMENT REFERENCE 7/E5.0-B FOR CONDUIT THRU SLAB ON GRADE DETAIL DRAWING TITLE: PROJECT NO. Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERING DRAWN BY:CHECKED BY: 4182 WORTH AVE #I-115 COLUMBUS, OH 43219 T: 614.564.9773 F: 513.621.5407 11/12/2024 10:56:15 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtE0.00 2024.03.043 CJWNJKDUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINELECTRICAL GENERAL INFORMATION JH J-HOOK SHALL BE IN EMT OR CABLE TRAY. NO J-HOOKS PERMITTED IN THESE LOCATIONS IMC INTERMEDIATE METAL CONDUIT ZP ZINC PLATED (4) IN EXPOSED CEILINGS OR INACCESSIBLE CONCEALED CEILINGS AND WALLS, COMM CABLING GRC GALVANIZED RIGID STEEL CONDUIT SM SHEET METAL (3) MAXIMUM LENGTH OF 6'-0" GMI GALVANIZED MALLEABLE IRON PVC 40 POLYVINYL CHLORIDE SCHEDULE 40 (2) PROVIDE WATERTIGHT HUBS FOR CONNECTING CONDUIT TO ENCLOSURES GALV GALVANIZED POLY PRECAST POLYMER CONCRETE (1) CONDUIT TO ENTER BOXES AND ENCLOSURES FROM SIDE OR BOTTOM WHERE PRACTICAL EMT ELECTRICAL METALLIC TUBING MC METAL-CLAD CABLE CA CAST ALUMINUM LFMC LIQUID TIGHT FLEXIBLE METALLIC CONDUIT REMARKS LEGEND COAXIAL RG6 EMT/JH/CT SM - - - ZP ZP ZP ZP CATVP 4 COMM CATEGORY 6 EMT/JH/CT SM - - - ZP ZP ZP ZP CMP 4 CONNECTION OF EQUIPMENT SUBJECT TO MOVEMENT OR VIBRATION LFMC - - - - - - - - THHN/THWN 3 WITHIN JOIST/BEAM SPACE EMT SM CA NEMA 1 NEMA 1 ZP ZP ZP ZP THHN/THWN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS EMT SM CA NEMA 1 NEMA 1 ZP ZP ZP ZP THHN/THWN EXPOSED EMT SM CA NEMA 1 NEMA 1 ZP ZP ZP ZP THHN/THWN CONCEALED EMT, MC SM - NEMA 1 - ZP ZP ZP ZP THHN/THWN ROOF PENETRATION GRC - - - - - - - - THHN/THWN INTERIOR UNDER SLAB PVC 40 - - - - - - - - XHHW-2 THRU SLAB ON GRADE GRC - - - - - - - - XHHW-2 THRU FOUNDATION WALL GRC - - - - - - - - XHHW-2 DIRECT BURIAL PVC 40 - - - POLY - - - - XHHW-2 CONCRETE ENCASED PVC 40 - - - POLY - - - - XHHW-2 UNDERGROUND 90° BENDS GRC - - - - - - - - XHHW-2 EXTERIOR GRC GMI GMI NEMA 3R NEMA 4X SST GALV GALV GALV GALV XHHW-2 1,2 APPLICATION RACEWAYS OUTLET BOXES CONDUIT BODIES EQUIPMENT ENCLOSURES SPLICE AND PULL BOXES FASTENERS STRUT FABRICATED SUPPORTS HANGER RODS CONDUCTOR INSULATION REMARKS WIRING METHODS SCHEDULE LUMINAIRE SCHEDULE TYPE MANUFACTURER MODEL NO. LAMPS VOLTAGE INPUT WATTS MOUNTING REMARKS A LITHONIA 2BLT2-33L-ADP-EZ1-LP835 3300 LUMENS, 3500K, 80CRI UNV 26.5 RECESSED B GOTHAM IVO4SQ-D-15LM-35K-80CRI-MWD-NCH-P-AR-LSS-FL 1000 LUMENS, 3500K, 80CRI UNV 15 RECESSED C GOTHAM EVO6-35/15-AR-LSS-MWD-MVOLT-GZ1 1500 LUMENS, 3500K, 80CRI UNV 14.7 RECESSED D MARK S4PD-LLP-XFT-MSL8-80CRI-35K-400LMF-SCT-MIN1-CLL-MVOLT-WHTT 1600 LUMENS, 3500K, 80CRI UNV 12.5 CABLE MOUNT +8' 3 1/2" AFF, BETWEEN CEILING SLATS AND FLUSH WITH BOTTOM OF CEILING. PROVIDE LENGTHS FOR CONTINUOUS RUNS AS INDICATED ON PLANS. E MARK S4PD-LLP-4FT-MSL4-80CRI-35K-600LMF-SCT-MIN1-CLL-MVOLT-WHTT 2400 LUMENS, 3500K, 80CRI UNV 18.7 CABLE MOUNT +10' AFF. F MARK S4PID-LSL-4FT-MSL4-80CRI-35K-400LMF-I80CRI-I35K-I600LMF-BW-SC T-MIN1-FLL-MVOLT-WHTT-XX-36A-RDCY-WHTCY-WCRD 3400 LUMENS, 3500K, 80CRI UNV 31 CABLE MOUNT +10' AFF. S1 LITHONIA WDGE1 LED-P1-40K-80CRI-VF-MVOLT-SRM-PE-DDBXD 1200 LUMENS, 4000K, 80CRI UNV 10 SURFACE X1 LITHONIA LQM-S-W-3-R-MVOLT RED LED UNV 3 UNIVERSAL EXIT SIGN, PROVIDE NUMBER OF FACES AND ARROWS AS SHOWN ON PLAN VIEWS. PROVIDE APPROPRIATE MOUNTING FOR EACH LOCATION. FLOOR BOX SCHEDULE FLOOR BOX TYPE MANUFACTURER MODEL DEVICES SUBPLATES COVER REMARKS A HUBBELL CFB4G25CR (2) DUPLEX RECEPTACLES, (2) DATA JACKS (2) FBMPDUP, (1) FBMP6KS, (1) FBMPBNK 24GTCVRBK DATA JACKS AND DATA CABLING BY OTHERS. PROVIDE CONDUIT PATHWAY WITH PULL STRING FOR DATA CABLING. SCALE: N.T.S.E0.00 26.05.33.16 DEVICE MOUNTING HEIGHT1 SCALE: N.T.S.E0.00 26.05.33.13 CONDUIT PENETRATION INTERIOR MASONRY WALL2 SCALE: N.T.S.E0.00 26.05.33.16 FLOOR BOX IN SLAB3 ·DIAGRAMMATIC NATURE OF DRAWINGS: • THE DRAWINGS PROVIDED ARE DIAGRAMMATIC AND INTENDED TO REPRESENT THE GENERAL SCOPE, ARRANGEMENT, AND DESIGN INTENT OF THE PROJECT. THEY MAY NOT DEPICT EVERY DETAIL, SPECIFIC ROUTING, OR EXACT DIMENSIONS. ELECTRICAL CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL ACTUAL SITE CONDITIONS, DIMENSIONS, AND DETAILS NECESSARY TO ENSURE THE ACCURATE ORDERING, INSTALLATION, AND FUNCTIONING OF ALL ELECTRICAL SYSTEMS, EQUIPMENT, AND MATERIALS. ·CONTRACTOR'S VERIFICATION RESPONSIBILITIES: • PRIOR TO THE PROCUREMENT AND INSTALLATION OF ELECTRICAL MATERIALS AND EQUIPMENT, THE ELECTRICAL CONTRACTOR SHALL: 1. THOROUGHLY EXAMINE THE SITE AND EXISTING ELECTRICAL CONDITIONS. 2. VERIFY ALL ELECTRICAL BUILDING REQUIREMENTS, DIMENSIONS, AND INSTALLATION DETAILS. 3. ENSURE THAT ALL ELECTRICAL COMPONENTS FIT WITHIN THE DESIGNATED SPACES AND WILL OPERATE AS INTENDED. 4. IDENTIFY AND REPORT ANY DISCREPANCIES BETWEEN THE PROVIDED DRAWINGS AND ACTUAL SITE CONDITIONS TO THE ENGINEER OF RECORD FOR CLARIFICATION. ·COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS: • ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE LATEST MANUFACTURER'S INSTRUCTIONS AND GUIDELINES. THE ELECTRICAL CONTRACTOR MUST: 1. OBTAIN AND REVIEW ALL RELEVANT INSTALLATION MANUALS, WIRING DIAGRAMS AND PRODUCT DOCUMENTATION. 2. FOLLOW MANUFACTURER-RECOMMENDED INSTALLATION PRACTICES, TOLERANCES, CLEARANCES, AND PROCEDURES SPECIFIC TO ELECTRICAL SYSTEMS. 3. USE ONLY MANUFACTURER-APPROVED ACCESSORIES, COMPONENTS, AND CONNECTORS TO ENSURE COMPATIBILITY AND WARRANTY COMPLIANCE. ·ADHERENCE TO INDUSTRY STANDARDS AND CODES: • THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, STANDARDS, AND REGULATIONS, INCLUDING BUT NOT LIMITED TO: 1. THE INTERNATIONAL BUILDING CODE (IBC) – 2024 VERSION. 2. THE NATIONAL ELECTRICAL CODE (NEC) – 2023 VERSION. 3. OCCUPATIONAL SAFETY AND HEALTH REGULATIONS – 2024 VERSION. 4. RECOGNIZED INDUSTRY BEST PRACTICES, WHICH INCLUDE: A. FULL ADHERENCE TO ELECTRICAL CODES, STANDARDS, AND REGULATIONS. B. MAINTAINING PROPER TRAINING, LICENSING, AND CONTINUING EDUCATION. C. IMPLEMENTING SAFETY PRECAUTIONS AND USING APPROPRIATE PPE. D. CONDUCTING DETAILED PLANNING, ACCURATE CIRCUIT MAPPING AND THOROUGH SITE ASSESSMENTS. E. USING HIGH-QUALITY, COMPLIANT MATERIALS APPROVED FOR SPECIFIC APPLICATIONS. F. ENSURE THOROUGH DOCUMENTATION OF ALL INSTALLATIONS AND INSPECTIONS. G. ENGAGE IN EFFECTIVE COMMUNICATION AND COLLABORATION WITH OTHER TRADES. H. PERFORMING REGULAR RISK ASSESSMENTS AND IMPLEMENTING HAZARD MITIGATION MEASURES. NO. DATE ISSUED / REVISION A 11/08/24 BID SET B 11/12/24 PERMIT SET H R EGIST E R E D CHRISTOPHER WILSON 88213PR OF E S SIONA L E N G INEERST A T E OF O HI O11/12/2024 M K.L.J. 03 02 5.3 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK EXISTING SENIOR CENTER EXISTING STORAGE EXISTING OFFICE EXISTING OFFICE EXISTING CORRIDOR E6 E3 E4 E8 E9 E8 E6 E15 E8 E9 E9 3 4 52.5 3.5 B C D NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK EXISTING TEEN LOUNGE EXISTING EXTERIOR PATIO MDSB T1 P1 E5 E5E5E5 E5 E10 E10 E10 E10 E10 E5 E11 E12 E10 E8 E8 E15 K.L.J. 03 02 5.3 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK EXISTING SENIOR CENTER EXISTING STORAGE EXISTING OFFICE EXISTING OFFICE EXISTING CORRIDOR E7 3 4 52.5 3.5 4.5 O9.3 B C D C.5 EXISTING TEEN LOUNGE EXISTING EXTERIOR PATIO NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK E7 ELECTRICAL ROOM SCOPE OF WORK AREA: SENIOR CENTER SCOPE OF WORK AREA: TEEN LOUNGE LOCAL IDF MAIN ELECTRIC ROOM DRAWING TITLE: PROJECT NO. Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERING DRAWN BY:CHECKED BY: 4182 WORTH AVE #I-115 COLUMBUS, OH 43219 T: 614.564.9773 F: 513.621.5407 11/12/2024 10:56:16 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtE1.00 2024.03.043 CJWNJKDUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINFIRST FLOOR ELECTRICAL DEMOLITION PLANS N SCALE: 1/8" = 1'-0"E1.00 FIRST FLOOR ELECTRICAL POWER DEMO PLAN - SENIOR CENTER1 N SCALE: 1/8" = 1'-0"E1.00 FIRST FLOOR ELECTRICAL POWER DEMO PLAN - TEEN LOUNGE2 N SCALE: 1/8" = 1'-0"E1.00 FIRST FLOOR ELECTRICAL LIGHTING DEMO PLAN - SENIOR CENTER3 N SCALE: 1/8" = 1'-0"E1.00 FIRST FLOOR ELECTRICAL LIGHTING DEMO PLAN - TEEN LOUNGE4 SCALE: N.T.S. KEYPLAN KEYNOTES: E3 EXISTING CONDUITS TO REMAIN. PROTECT THROUGHOUT DEMOLITION AND CONSTRUCTION. E4 EXISTING FIRE ALARM PANEL TO REMAIN. PROTECT THROUGHOUT DEMOLITION AND CONSTRUCTION. E5 DISCONNECT AND TEMPORARILY REMOVE EXISTING DEVICE. INSTALL BOX EXTENDER IN NEW FURRED OUT WALL. REINSTALL AND RECONNECT EXISTING DEVICE. E6 DEMOLISH ALL EXISTING RECEPTACLES, DATA DEVICES, FIRE ALARM DEVICES AND ALL ASSOCIATED BRANCH CIRCUITS AND WIRING UNDER HATCHED AREA BACK TO SOURCE OR LAST ACTIVE DEVICE. RECEPTACLES FED FROM PANEL P6. REFERENCE E2.00 FOR LOCATION. E7 DEMOLISH ALL EXISTING LIGHTING, LIGHTING CONTROLS, AND ALL ASSOCIATED CONTROL WIRING UNDER HATCHED AREA BACK TO SOURCE. MAINTAIN EXISTING LIGHTING BRANCH CIRCUIT(S) FOR RE-USE. REFERENCE E2.00 FOR LIGHTING RECONNECTION AND NEW CONTROLS. E8 EXISTING RECEPTACLE TO REMAIN. E9 EXISTING DATA OUTLET TO REMAIN. E10 DEMOLISH EXISTING RECEPTACLE BACK TO PANEL P1 OR LAST ACTIVE DEVICE. REFERENCE E2.00 FOR PANEL P1 LOCATION. E11 DEMOLISH EXISTING DATA OUTLET BACK TO LOCAL IDF. E12 DEMOLISH EXISTING FIRE ALARM DEVICE BACK TO LAST ACTIVE DEVICE. E15 EXISTING LOOSE DATA CABLING EXISTS ABOVE DEMOLISHED CEILING. EXISTING CABLES ARE TO BE RE-ROUTED OR REPLACED AS REQUIRED BY OWNER PREFERRED LOW VOLTAGE CONTRACTOR. NO. DATE ISSUED / REVISION A 11/08/24 BID SET B 11/12/24 PERMIT SET H R EGIST E R E D CHRISTOPHER WILSON 88213PR OF E S SIONA L E N G INEERST A T E OF O HI O11/12/2024 JM JOC OC OC OC OC OC OC OC OC OC OC OC K.L. M. J. 03 02 5.3 THE LOUNGE 127 ELEVATOR MECH. 130 STORAGE 129 STORAGE 134 ELEV 138 STORAGE 128 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK L5 P6 T9 DSB1 EL3 +42" AFF +54" AFF CH CH CH CH CH P6- 61 P6- 61 P6- 61 P6- 57 P6- 57 P6- 57 P6- 57 P6- 57 P6- 55 P6- 19 P6- 55 P6- 55 P6- 21 E13 P6- 17 P6- 23 134A ELECTRICAL +30" AFF +30" AFF 3 4 52.5 3.5 B C D THE HUB 116.1 ELECTRICAL 190A COMM. ROOM 190B GAMING 116.2 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK A A A A A A A A STORAGE 116.3 MDSB T1 P1 P1A +42" AFF +54" AFF +54" AFF LOCAL IT RACK +54" AFF +54" AFF L1 EMDPEL1T5 DP1 EP1 E1 E5 E5 E5 E5 ATS P1A- 4 P1A- 1 P1A- 2 P1A- 3 P1A- 5 P1A- 6 P1A- 7 P1A- 8 P1A- 9 P1A- 9 P1A- 13 P1A- 9 P1A- 10 P1A- 10 P1A- 10 P1A- 10 P1A- 10 P1A- 11 E5 E5 P1A- 11 P1A- 13 P1A- 9 P1A- 9 3 E2.00 P1A- 15 P1A- 15 P1A- 11 P1A- 11 E16 K.L.J. 03 02 5.3 THE LOUNGE 127 ELEVATOR MECH. 130 STORAGE 129 STORAGE 134 ELEV 138 STORAGE 128 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK D D D D A A A A B B B B BB F F F F F F F F F F F F F F F F F F F F F OC OC d d d d d d d d d d d d d d d d d d d d d c c c c e e e e ee c,d,e 4D LVc,d,e X1 X1 X1 EM EM EM EM c c e d d E2 E2 E2 E2 A A A E18 E18 E18 3 4 52.5 3.5 4.5 O9.3 B C D C.5 THE HUB 116.1 ELECTRICAL 190A COMM. ROOM 190B GAMING 116.2 NOT IN SCOPE OF WORK NOT IN SCOPE OF WORK D D 2Da,b 2D a,b aE aE aE aE aE aE aE aE aE aE aE aE aE aE aE C b C b C b C b C b C b C b C b C b C b C b C b a a b b EE E E E E E E E E E E E E E E E E E E C b C b C b C b b STORAGE 116.3A A A E E E E E E2 E2 E2 X1 X1 S1 EM OC E2 E17 ELECTRICAL ROOM SCOPE OF WORK AREA: SENIOR CENTER SCOPE OF WORK AREA: TEEN LOUNGE LOCAL IDF MAIN ELECTRIC ROOM LEVEL 1 100'-0"7'-0"4'-6"E14 E14 E14 E14 P1A- 14 P1A- 14 P1A- 14 P1A- 12 P1A- 12 P1A- 12 DRAWING TITLE: PROJECT NO. Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERING DRAWN BY:CHECKED BY: 4182 WORTH AVE #I-115 COLUMBUS, OH 43219 T: 614.564.9773 F: 513.621.5407 11/12/2024 10:56:19 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtE2.00 2024.03.043 CJWNJKDUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINFIRST FLOOR ELECTRICAL CONSTRUCTION PLANS N SCALE: 1/8" = 1'-0"E2.00 FIRST FLOOR ELECTRICAL POWER PLAN - SENIOR CENTER1 N SCALE: 1/8" = 1'-0"E2.00 FIRST FLOOR ELECTRICAL POWER PLAN - TEEN LOUNGE2 N SCALE: 1/8" = 1'-0"E2.00 FIRST FLOOR ELECTRICAL LIGHTING PLAN - SENIOR CENTER4 N SCALE: 1/8" = 1'-0"E2.00 FIRST FLOOR ELECTRICAL LIGHTING PLAN - TEEN LOUNGE5 SCALE: N.T.S. KEYPLAN KEYNOTES: E1 PROVIDE POWER FOR OVERHEAD DOOR OPENER. MOUNT CONTROLLER +48" AFF. VERIFY FINAL SWITCH LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. E2 REUSE EXISTING NORMAL POWER LIGHTING CIRCUITS MADE AVAILABLE THROUGH DEMOLITION IN THIS ROOM. LIGHTS LABELED "EM" AND EXIT SIGNS TO REUSE EXISTING EMERGENCY CIRCUIT MADE AVAILABLE THROUGH DEMOLITION. ADDED LIGHTING LOAD IS LESS THAN REMOVED LOAD. E5 DISCONNECT AND TEMPORARILY REMOVE EXISTING DEVICE. INSTALL BOX EXTENDER IN NEW FURRED OUT WALL. REINSTALL AND RECONNECT EXISTING DEVICE. E13 PROVIDE DIRECT CONNECTION AS INDICATED FOR ELECTRIC FIREPLACE. REFER TO MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. E14 PROVIDE 3/4" CONDUIT WITH PULLSTRING CONNECTING BACKBOXES AS SHOWN E16 EXISTING LIGHTNING PROTECTION LOCATED ALONG WALL AS INDICATED. REFERENCE GENERAL NOTE F ON E0.00 FOR SCOPE. E17 CIRCUIT TO NEXT AVAILABLE SPARE BREAKER IN PANEL L1, TYPICAL OF ALL 'E' FIXTURES IN THIS ROOM. EXISTING DISTRIBUTION SYSTEM CAPACITY IS SUFFICIENT. ADDED LOAD: 467.5W E18 REUSE EXISTING CIRCUIT MADE AVAILABLE THROUGH DEMOLITION. ADDED LIGHTING LOAD IS LESS THAN REMOVED LOAD. TIE IN FIXTURES TO EXISTING ROOM CONTROLS. SCALE: 3/8" = 1'-0"E2.00 TV WALL ELEVATION3 NO. DATE ISSUED / REVISION A 11/08/24 BID SET B 11/12/24 PERMIT SET H R EGIST E R E D CHRISTOPHER WILSON 88213PR OF E S SIONA L E N G INEERST A T E OF O HI O11/12/2024 400/4 400/4 100/4 400/4 100/4J 50/4 400/4 400/4 400/4J 400/4J 200/4 175/4 100/4 400/4 400/4225/4 1600/4 400/4 2500 A 3P 50/4 100/4 100/4J 175/4 200/4 225/4 400/4 400/4J 1600/4 MDSB 2500 A 480Y/277V EXISTING EXISTING T1 150 KVA 208Y/120V P1A 100 A MLO 208Y/120V NEW P1 400 A MCB 400A 208Y/120V EXISTING DSB1 1600 A 480Y/277V EXISTING EXISTING T9 112.5 KVA 208Y/120V P6 400 A MCB 400A 208Y/120V EXISTING P6 400 A MLO 208Y/120V EXISTING L5 200 A MLO 480Y/277V EXISTING EL3 100 A MLO 480Y/277V EXISTING ATS 400 A 480Y/277V EXISTING EMDP 400 A MLO 480Y/277V EXISTING EL1 400 A MLO 480Y/277V EXISTING EXISTING T5 30 KVA 208Y/120V EP1 100 A MLO 208Y/120V EXISTING L1 400 A MLO 480Y/277V EXISTING DP1 400 A MLO 480Y/277V EXISTING 400 A 3P 50 A 3P UTILITY 480Y/277V 1600 A 3P 225 A 3P 400 A 3P 400 A 3P 400 A 3P 175 A 3P 200 A 3P 100 A 3P TUB 1/2 TUB 2/2 P1 400 A MCB EXISTING 208Y/120V 100 A 3P TUB 1/2 TUB 2/2 NEW WORK 1"C, 4#6, #10G 1-1/2"C, 4#1, #8G 1-1/2"C, 4#1, #6G 2"C, 4-2/0, #6G 2"C, 4-3/0, #6G 2-1/2"C, 4-4/0, #4G (2)2"C, 4-3/0, #3G (2)2"C, 4-3/0, 1/0G (5)3"C, 4-400kCMIL, 4/0G FEEDER SCHEDULE G 400 A 3P EM GEN. 400 A 480Y/277V 200KW DRAWING TITLE: PROJECT NO. Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERING DRAWN BY:CHECKED BY: 4182 WORTH AVE #I-115 COLUMBUS, OH 43219 T: 614.564.9773 F: 513.621.5407 11/12/2024 10:56:19 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtE6.00 2024.03.043 CJWNJKDUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINELECTRICAL SINGLE LINE DIAGRAM SCALE: 1" = 1'-0"E6.00 ELECTRIC SINGLE-LINE DIAGRAM1 AIC RATINGS SCHEDULE DEVICE FAULT AT DEVICE AIC RATING P1A 8,739 10,000 NO. DATE ISSUED / REVISION A 11/08/24 BID SET B 11/12/24 PERMIT SET H R EGIST E R E D CHRISTOPHER WILSON 88213PR OF E S SIONA L E N G INEERST A T E OF O HI O11/12/2024 DRAWING TITLE: PROJECT NO. Not Published. All Rights Reserved. This Document is the product and exclusive property of the Engineer. This document and the information it contains may not be copied or used for other than the specific purpose for which it was prepared without express written consent of Motz Consulting Engineers, Inc. doing business as Motz Engineering. Because the information stored in electronic formats can be modified by other parties, intentionally or otherwise, Motz Engineering shall not be held responsible or liable for any defects and/or deficiencies that may arise as a consequence of downloading of this information. Motz Engineering assumes no responsibility with regard to the transmission or receipt of the information attached. COPYRIGHT © 2024 MOTZ ENGINEERING DRAWN BY:CHECKED BY: 4182 WORTH AVE #I-115 COLUMBUS, OH 43219 T: 614.564.9773 F: 513.621.5407 11/12/2024 10:56:20 AM Autodesk Docs://23305.00 Dublin Comm Ctr MP and Community Engagement/Dublin Community Recreation Center Teen Lounge & Senior Center Central MEP (V22).rvtE7.00 2024.03.043 CJWNJKDUBLIN COMMUNITY RECREATION CENTER -PHASE 15600 POST RD, DUBLIN, OH 43017CITY OF DUBLINELECTRICAL PANEL SCHEDULES NOTES: Other 0 VA 0.00% 0 VA Kitchen Equipment - Non-Dwelling Unit 0 VA 0.00% 0 VA TOTAL ESTIMATED CURRENT 32 A Heating 0 VA 0.00% 0 VA TOTAL CONNECTED CURRENT 36 A Motor 0 VA 0.00% 0 VA TOTAL ESTIMATED DEMAND 11520 VA Lighting 0 VA 0.00% 0 VA TOTAL CONNNECTED LOAD 13040 VA Receptacle 13040 VA 88.34% 11520 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:44 A 39 A 29 A TOTAL LOAD:5080 VA 4520 VA 3440 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 3440 VA 6 3 4520 VA 4 1 P1A 100 A 3 5080 VA 2 CKT CIRCUIT DESCRIPTION NOTES TRIP POLES A B C POLES TRIP NOTES CIRCUIT DESCRIPTION CKT NOTES: ENCLOSURE:TYPE 1 MOUNTING:SURFACE WIRES:4 BUS RATING (A):400 SUPPLY FROM:T1 PHASES:3 MAINS TYPE:MCB 400A LOCATION:ELECTRICAL 190A VOLTS:208/120V A.I.C. RATING: BRANCH PANEL: P1 EXISTING NOTES: Other 0 VA 0.00% 0 VA Kitchen Equipment - Non-Dwelling Unit 0 VA 0.00% 0 VA TOTAL ESTIMATED CURRENT 0 A Heating 0 VA 0.00% 0 VA TOTAL CONNECTED CURRENT 0 A Motor 0 VA 0.00% 0 VA TOTAL ESTIMATED DEMAND 0 VA Lighting 0 VA 0.00% 0 VA TOTAL CONNNECTED LOAD 0 VA Receptacle 0 VA 0.00% 0 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:0 A 0 A 0 A TOTAL LOAD:0 VA 0 VA 0 VA 83 84 81 82 79 80 77 78 75 76 73 74 71 72 69 70 67 68 65 66 63 64 61 62 59 60 57 58 55 56 53 54 51 52 49 50 47 48 45 46 43 44 CKT CIRCUIT DESCRIPTION NOTES TRIP POLES A B C POLES TRIP NOTES CIRCUIT DESCRIPTION CKT NOTES: ENCLOSURE:TYPE 1 MOUNTING:SURFACE WIRES:4 BUS RATING (A):400 SUPPLY FROM:P1 PHASES:3 MAINS TYPE:MCB 400A LOCATION:ELECTRICAL 190A VOLTS:208/120V A.I.C. RATING: BRANCH PANEL: P1 EXISTING NOTES: Other 0 VA 0.00% 0 VA Kitchen Equipment - Non-Dwelling Unit 0 VA 0.00% 0 VA TOTAL ESTIMATED CURRENT 3 A Heating 0 VA 0.00% 0 VA TOTAL CONNECTED CURRENT 3 A Motor 0 VA 0.00% 0 VA TOTAL ESTIMATED DEMAND 1080 VA Lighting 0 VA 0.00% 0 VA TOTAL CONNNECTED LOAD 1080 VA Receptacle 1080 VA 100.00% 1080 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:5 A 5 A 0 A TOTAL LOAD:540 VA 540 VA 0 VA 83 84 81 82 79 80 77 78 75 76 73 74 71 72 69 70 67 68 65 66 63 64 61 RECPT - 127 20 A 1 0 VA 62 59 60 57 RECPT - 127, 129 20 A 1 540 VA 58 55 RECPT - 127 20 A 1 540 VA 56 53 54 51 52 49 50 47 48 45 46 43 44 CKT CIRCUIT DESCRIPTION NOTES TRIP POLES A B C POLES TRIP NOTES CIRCUIT DESCRIPTION CKT NOTES: ENCLOSURE:TYPE 1 MOUNTING:SURFACE WIRES:4 BUS RATING (A):400 SUPPLY FROM:P6 PHASES:3 MAINS TYPE:MLO LOCATION: VOLTS:208/120V A.I.C. RATING: BRANCH PANEL: P6 EXISTING NOTES: Other 1300 VA 100.00% 1300 VA Kitchen Equipment - Non-Dwelling Unit 0 VA 0.00% 0 VA TOTAL ESTIMATED CURRENT 9 A Heating 0 VA 0.00% 0 VA TOTAL CONNECTED CURRENT 9 A Motor 0 VA 0.00% 0 VA TOTAL ESTIMATED DEMAND 3240 VA Lighting 0 VA 0.00% 0 VA TOTAL CONNNECTED LOAD 3240 VA Receptacle 1940 VA 100.00% 1940 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:10 A 16 A 3 A TOTAL LOAD:1040 VA 1840 VA 360 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 RECPT - 127 - TABLE 20 A 1 180 VA 24 21 DIRECT CONNECTION - FIREPLACE 20 A 1 1300 VA 22 19 RECPT - 127 - FRIDGE 20 A 1 500 VA 20 17 RECPT - 127 - TABLE 20 A 1 180 VA 18 15 16 13 14 11 12 9 10 7 8 5 6 3 4 1 2 CKT CIRCUIT DESCRIPTION NOTES TRIP POLES A B C POLES TRIP NOTES CIRCUIT DESCRIPTION CKT NOTES: ENCLOSURE:TYPE 1 MOUNTING:SURFACE WIRES:4 BUS RATING (A):400 SUPPLY FROM:T9 PHASES:3 MAINS TYPE:MCB 400A LOCATION: VOLTS:208/120V A.I.C. RATING: BRANCH PANEL: P6 EXISTING NOTES: Other 0 VA 0.00% 0 VA Kitchen Equipment - Non-Dwelling Unit 0 VA 0.00% 0 VA TOTAL ESTIMATED CURRENT 32 A Heating 0 VA 0.00% 0 VA TOTAL CONNECTED CURRENT 36 A Motor 0 VA 0.00% 0 VA TOTAL ESTIMATED DEMAND 11520 VA Lighting 0 VA 0.00% 0 VA TOTAL CONNNECTED LOAD 13040 VA Receptacle 13040 VA 88.34% 11520 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:44 A 39 A 29 A TOTAL LOAD:5080 VA 4520 VA 3440 VA 29 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 30 27 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 28 25 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 26 23 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 22 19 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 20 17 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 18 15 RECPT - 116.1 - AV EQUIP 20 A 1 720 VA 0 VA 1 20 A SPARE 16 13 RECPT - 116.1, 116.2 - DESKS 20 A 1 360 VA 720 VA 1 20 A RECPT - THE HUB 116.1 - TV WALL 14 11 RECPT - THE HUB 116.1 20 A 1 720 VA 720 VA 1 20 A RECPT - THE HUB 116.1 - TV WALL 12 9 RECPT - GAMING 116.2 - TV, TEACHER 20 A 1 900 VA 900 VA 1 20 A RECPT - 116.1, 116.2 10 7 RECPT - GAMING 116.2 - DESK 20 A 1 1000 VA 1000 VA 1 20 A RECPT - GAMING 116.2 - DESK 8 5 RECPT - GAMING 116.2 - DESK 20 A 1 1000 VA 1000 VA 1 20 A RECPT - GAMING 116.2 - DESK 6 3 RECPT - GAMING 116.2 - DESK 20 A 1 1000 VA 1000 VA 1 20 A RECPT - GAMING 116.2 - DESK 4 1 RECPT - GAMING 116.2 - DESK 20 A 1 1000 VA 1000 VA 1 20 A RECPT - GAMING 116.2 - DESK 2 CKT CIRCUIT DESCRIPTION NOTES TRIP POLES A B C POLES TRIP NOTES CIRCUIT DESCRIPTION CKT NOTES: ENCLOSURE:TYPE 1 MOUNTING:SURFACE WIRES:4 BUS RATING (A):100 SUPPLY FROM:P1 PHASES:3 MAINS TYPE:MLO LOCATION:STORAGE 116.3 VOLTS:208/120V A.I.C. RATING:10,000 BRANCH PANEL: P1A NEW TUB 1/2 TUB 2/2 TUB 1/2 TUB 2/2 ELECTRICAL 134A ELECTRICAL 134A ELECTRICAL 190AELECTRICAL 190A NO. DATE ISSUED / REVISION A 11/08/24 BID SET B 11/12/24 PERMIT SET H R EGIST E R E D CHRISTOPHER WILSON 88213PR OF E S SIONA L E N G INEERST A T E OF O HI O11/12/2024