Loading...
19-20276IM 0 Dublin Presbyterian Church - Kitchen Remodiel 19 5775 Dublinshire Drive Code Summary: Applicable Codes: Building Code: Ohio Building Code (OBC) 2017 Mechanical Code: Ohio Mechanical Code (OMC) 2017 Plumbing Code: Ohio Plumbing Code (OPC) 2017 Electrical Code: National Electrical Code (NEC) 2017 Fire Code: Ohio Fire Code (OFC) 2017 Accessibility Code: ANSI, ICC A117.1-2009 2009 Use of Occupancy Not a Change of Use Use Group: OBC Section 303.5 & 305 Area A: E (Education - Kitchen) Area B: A-4 (Assembly - No `York) Construction Type II-B OBC Section 601 Building Heights: Allowable Building Height: 2 Stories OBC Table 504.4 Existing Building Height: 1 Stories Building Area: Allowable Building Area per Floor: 9,500 SF (A-4) / 14,500 SF (E) OBC Table 506.2 Existing Building Area (Existing): Area A - Education 3,976 SF (approx.) Area B - Assembly 8,707 SF (approx.) Total 12,683 SF (approx.) Area of Work: 354 SF (Kitchen Remodel Area) Occupancy: Kitchen: 354 sf (200 occu./sf @ 2 Occupants) OBC Table 1004.1.2 (No Occupants Added) i�Ie ns of Egress: Allowable Length of Travel (Max.): 200 ft (without/ Sprinkler) OBC Table 1017.2 Provided - Kitchen: 89 ft. (Maximum travel distance) Allowable Common Egress Path (Max.): 75 ft. (w/ Sprinkler) OBC Table 1006.3.2(2) Provided - Kitchen: 35 ft. Number of Exits (Kitchen) Required: 1 exit OBC Table 1006.2.1 Provided: 1 exit Fire Suppression: OBC Section 903 Former Storage Room Limited Area Portable Fire Extinguishers: Yes (Max. 75' Travel) OBC Table 906.3(1) Fire Alarm & Detection Svstem: Yes OBC Section 907.2.2 Modifications under separate Permit if required Fire Resistance Rating Requirements OBC Table 601: Structural Frame: Columns, Girders, Trusses 0 hr Bearing Walls: Exterior 0 hr Interior 0 hr Nonbearing Walls: Exterior 0 hr Interior 0 hr Floor Construction: Joists, Trusses, Supporting Beams 0 hr Roof Construction: Trusses, Rafters, Supporting Beams 0 hr Area Separation: 2 hr (Existing) OBC Table 508.4 Corridor: 1 hr (Existing) OBC Table 508.4 Dublin, Ohio Building Summary: 43017 Drawing List: No. Sheet: Sheet Name: Existing Structure: Existing One -Story, Religious/Educational Facility - Parcel #: 273-005367-00 1. G0.0 Project Description & Site Location Information 2. GO.1 General Construction & Standard Information Exterior Walls: Existing Metal Stud with Simulated Stone Veneer Facade 3. G1.1 General Accessibility Information 4. G1.2 General Accessibility Information (Continued Floor Construction: Main Floor: Concrete Slab -on -Grade 5. D1.1 Partial 1st Floor Plan - Demolition Roof Construction: Existing Asphalt Shingle Roofing over/ Sheathing over/ Wood Framing Trusses 6. A1.1 Partial 1st Floor Floor Plan - New Work 7. A1.2 Partial 1st Floor Reflected Ceiling Plan - New Work 8. A1.3 Egress & Life Safety Plan 9. A2.1 Typical Wall Sections 10. A3.1 Interior Elevations Scope of Work: IN Summary: The Scope of Work for this Project is for the Remodel and Renovation of the Existing Kitchen and Storage Room in the building at 5775 Dublinshire Drive Dublin, Ohio. The area to be remodeled is located at the middle of the West Side of the first floor of the building, which includes the existing Kitchen area and adjacent storage room. This small Storage Room shall be opened and used as part of the new Kitchen. The work does not affect adjacent spaces, except where new or connecting doors are added. This work does not constitute a Change of Use for the spaces. General Requirements 1. The Contractor shall visit the site to verify all plan and existing dimensions and conditions. If there are any discrepancies, New Avenue, LLC shall be notified prior to proceeding construction or the builder shall be responsible for same. 2. The Contractor shall be familiar with provisions of all applicable codes and shall insure compliance of work to those codes. 3. These documents do not include the necessary components for construction safety. Safety, care of adjacent properties during construction, compliance with state and federal regulations regarding safety, and compliance with requirements specified in the Owner/Contractor contract is, and shall be, the Contractor's responsibility. 4. The Contractor shall supervise and direct the work and shall be solely responsible for all construction means, methods, techniques, and safety procedures and for coordinating all portions of the work. 5. If in the event of conflict between local, state, and national codes, the more stringent shall govern. 6. Use of these Documents beyond the construction of this particular building, as indicated by the certified addresses, including sale of these plans to a third party for any use whatsoever, without the written permission of New Avenue, LLC of Upper Arlington, Ohio is strictly forbidden and is just cause for filing suit against the perpetrator. 7. The term "Work" as used in these notes shall include all provisions as drawn or specified in these documents as provided by New Avenue, LLC. N Ln N R' Siol� s 0 11. M1.1 Partial HVAC Plans 12. E1.1 Partial Lighting Floor Plan 13. E1.2 Partial Power Floor Plan Not to Scale hYll� Pr-t T ed Kitchen NEwAVENUE architects • engineers www.new-avenue.net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614. 884. 8888 IM IS PERMIT 5ET 02/15/2019 Dublin Presbyterian Church Kitchen Remodel 5775 Dublinshire Drive Dublin, Ohio 43017 BUILDER: Renovara Interior Renovations 7340 Sancus Blvd. Worthington, Ohio 43085 Project No. 19-0012 ORIGINAL SIGNATURE IN RED REQUIRED FOR AUTHENTICITY C CO Michael j. Maistros, License #13360 Expiration Date 12/31/2019 FROJECT DE5GfRIPTION 4 51 TE LOCATION INFO fi�M1 lATION 0 2019 NEW AVENUE, LLC ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW AVENUE, LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF NEW AVENUE, LLC GOmO 0 A55FE V I AT I ON5 A.F.F. Above Finished Floor ACOUS. Acoustical Ceiling Tile ADJ. Adjustable AHU. Air Handling Unit ALT. Alternate ALUM. Aluminum A.B. Anchor Bolt BRG. Bearing BDRI" I. Bedroom BL< Block BL<G. Blocking B/C Back of Curb BD. Board BOT. Bottom BLDG. Building C.B. Catch Basin CLG. Ceiling Center Line G.O. Clean Out C.W. Cold Water COL. Column CONC. Concrete CMU Concrete Masonry Unit CONT, Continuous C.J. Control Joint GOORD. Coordinate G.M.P. Corrugated Metal Pipe C.F.M. Cubic Feet Per Minute DET. Detail D I A. Diameter D I V. Division DR. Door DBL- Double DN. Down D.S. Down Spout DWG. Drawing E.W. Each Way E.W.G. Electric Water Cooler ELEV. Elevation EQUIP. Equipment EXIST. Existing F.E. Fire Extinguisher F.E.G. Fire Extinguisher Cabinet FLUOR. Fluorescent FL. Floor F.D. Floor Drain FT. Foot F7G. Footing GA. Gauge Cs.F.I. Ground Fault Interrupter G.S.F. Gross Square Feet G''P. BD. Gypsum Wall Board H.C. Handicap HT. Height H.P.S. High Pressure Sodium H.M. Hollow Metal HOR1. Horizontal INSUL. Insulation INT. Interior IN V. Invert JT. Joint LAM. Laminate L VL Laminated Veneer Lumber LT. Light L.F. Lineal Feet L.L.V. Long Leg Vertical L.L.H. Long Leg Horizontal M.H. Manhole MFR. Manufacturer M.O. Masonry Opening MAX. Maximum MECH. Mechanical MTL. Metal MIN. Minimum MTD. Mounted N.S.F. Net square feet N.I.G. Not In Contract N.T.S. Not To Scale NO. Number O.G. On Center OPNG Opening OFF. Opposite O.S.B. Oriented Strand Board PR- Pair P.S.F. Per Square Foot P.S.I. Per Square Inch PL. Plate or Property Line P. LAM. Plastic Laminate PLYUJD. Plywood P.T. Preservative Treated RAD. Radius REQ'D. Required RE INF. Reinforcing 14 S Rod & Shelf R.D. Roof Drain SCHED. Schedule S.G. Safety Glazing SHT. Sheet elm. Similar SPEGS. Specifications SQ. Square S.F. Square Feet S.S. Stainless Steel STD. Standard STL. Steel THK. Thick T 4G Tongue & Groove T/ Top Of TYf=. Typical U.N.O. Unless Noted Otherwise V.B. Vapor Barrier VERT. Vertical V.T. Vinyl Tile W/ With W/O Without ■ e Q 7rPIGAL SYMBOL LEGEND 0 _ Locater Index Letter � 1 Sheet Number Index Letter Sheet Number of Section Enlarged Plan Locater Elevation Detail Locater Wall Section Locater 1 Index Letter Q Sheet Number ,41.1 I -ft Sheet Number C Index Letter ' of Detail or Locater ,4 Sheet Number ,41.1 Detail Locater Elevation Locaters KItCNEN — Room Name Door o—o— I -- Room Number Door Number See Room Finish Schedules For Additional Room And Finish Information See Door Schedules For Additional Door Information Room Number Door Number Column Line Number Control Joint Indicator (4) F,4N Coded Note Indicator Exhaust Fan Section 1 Identification A1.1 Sheet With Section Building Section Locater Partition Type Number A—Z: S.C. Indicates Revisions In Clouded Indicates Safety Glazing Required At Hazardous Locations Areas. Revision Number Corresponds To Revision Date On Title Strip Safety Glazing Revision Number 5C *Separate detectors can be Storefront Type Indicator installed at these locations Combination Smoke and Carbon Monoxide Detector OAll smoke detectors shall be interconnected, have battery backup, Window Type Indicator and must utilize photo -electronic and ionization technology. 5D F/L Combination Exhaust Fan and Light Smoke Detector NEwAVENUE architects • engineers www.new-avenue.net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614. 88 8888 PERMIT 5ET ®2/15/201S Dublin Presbyterian Church Kitchen Remodel 5775 Dubhnshire Drive Dublin, Ohio 43017 BUILDER: Renovara Interior Renovations 7340 Sancus Blvd. Worthington, Ohio 43085 Project No. 19-0012 ORIGINAL SIGNATURE IN RED REQUIRED FOR AUTHENTICITY P� E OF CO MICHAEL ': J. • MAISTROS ' 13360 (J cc,QFp PSG Michael j. Maistros, License #13360 Expiration Date 12/31/2019 PROJECT DE5CRIPTION SITE LOCATION INFORMATION 0 2019 NEW AVENUE, LLC ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW AVENUE, LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF NEW AVENUE, LLC GOO 1 1 n ffl GzENEfRAL ACCE55151L ITS' INP0fRr-0 %4T10N NOTE' 301 PROTRUDING OBJECTS. 402 ACCESSIBLE ROUTES THE INFORMATION PROVIDED BELOW IS BASED ON CHAPTER 11 OF THE 2011 OHIO BUILDING CODE 8 THE REQUIREMENTS 30-1.2 OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FINISH 403 WALKING SURFACES OF THE 2009 ICC-ANSI 411-1.1 ACCESSIBILITY CODE. THE INTENSION IS TO PROVIDE A CONVENIENT REFERENCE TO THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH, EXCEPT FOR ACCESSIBILITY REQUIREMENTS THAT ARE APPLICABLE TO THIS PROJECT, BUT IS NOT INTENDED SUPERGEDE THE DIRECT HANDRAILS WHICH SHALL BE PERMITTED TO PROTRUDE 4 1/2" MAXIMUM. 403.5 THE GLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36 INCHES MINIMUM. LANGUAGE FROM EACH OF THE TWO CODE BOOKS. 303 CHANGES IN LEVEL. 3032 CHANGES IN LEVEL OF 1/4' MAXIMUM IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. 303.3 CHANGES IN LEVEL GREATER THAN 1/4' IN HEIGHT AND NOT MORE THAN 1/2' MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1.2. 303.4 CHANGES IN LEVEL GREATER THAN 1/2" IN HEIGHT SHALL BE RAMPED 1/2" MAX 1/4" MAX. 1/4" 2 1/2 ° 1/4" MAX 1 2 /l I� VERTICAL CHANGE IN LEVEL BEVELED CHANGES IN LEVEL 304 TURNING SPAC 3043.2 THE TURNING SPACE SHALL BE A CIRCULAR SPACE OF 60 INCHES DIAMETER MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE. 3043.2 THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE ONLY AT THE END OF EITHER THE BASE OR ONE ARM. 304.4 UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. z_ 60'O CIRCULAR SPACE 12" MIN 12" MIN � ----ram T-SHAPED TURNING SPACE _z (V Z F 305 CLEAR FLOOR SPACE. 3053 THE CLEAR FLOOR SPACE SHALL BE 48 INCHES MINIMUM IN LENGTH AND 30 INCHES MINIMUM IN WIDTH. Z F a lb) PARALLEL FIGURE 305.3 POSITION AND SIZE OF CLEAR FLOOR SPACE 306 KNEE AND TOE CLEARANCE. 30E.1 WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR SPACE AT AN ELEMENT, CLEARANCE AT AN ELEMENT, OR A TURNING SPACE, THE SPACE SHALL COMPLY WITH THIS SECTION. ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT, BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR FLOOR SPACE OR TURNING SPACE. TOE CLEARANCE 306.2.1 SPACE BENEATH AN ELEMENT BETWEEN THE FLOOR AND 9 INCHES ABOVE THE FLOOR SHALL BE CONSIDERED TOE CLEARANCE. 306.2.2 TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT. 30E.2.3 WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE THE TOE CLEARANCE SHALL EXTEND 1-1 INCHES MINIMUM BENEATH THE ELEMENT. 3062.4 SPACE EXTENDING GREATER THAN E INCHES BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES ABOVE THE FLOOR SHALL NOT BE CONSIDERED TOE CLEARANCE. 30E.2.5 TOE CLEARANCE SHALL BE 30 INCHES MINIMUM IN WIDTH. KNEE CLEARANCE 306.3.1 SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 2-1 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE. 306.3.2 KNEE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT c3 INCHES ABOVE THE FINISH FLOOR OR GROUND. 306.3.3 WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MINIMUM AT cJ INCHES ABOVE THE FINISH FLOOR OR GROUND, AND 8 INCHES DEEP MINIMUM AT 2-1 INCHES ABOVE THE FINISH FLOOR OR GROUND. 30E.3.4 BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND, THE KNEE CLEARANCE SHALL BE PERMITTED TO REDUCE AT A RATE OF I INGH IN DEPTH FOR EACH 6 INCHES IN HEIGHT. 3063.5 KNEE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. 8'I L. MI 17" 10 MIN rr------- ------ -------I I 1 I I � I I I I _ __ I 7 i 0 = Z I m m� I : L----------------- MIN MAX (a) ELEVATION (b) PLAN 4' MAX H k CLEAR ANY WIDTH AMOUN X Q r 30-1.3 POST -MOUNTED OBJECTS. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION PATHS 12 INCHES (305 MM) MAXIMUM WHEN LOCATED 2-1 INCHES (685 MM) MINIMUM AND 80 INCHES (2030 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE A SIGN OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES (305 MM), THE LOWEST EDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 2'I INCHES (685 MM) MAXIMUM OR 80 INCHES (2030 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 301.4 VERTICAL CLEARANCE SHALL BE 80 INCHES HIGH MINIMUM. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE LOCATED 2-1 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. PROTECT SHADED AREA FROM GROSS -TRAFFIC 305 REACH RANGES. FORWARD REACH r (V 308.2.1 WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FLOOR. 308.2.2 WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM ABOVE THE FLOOR WHERE THE REACH DEPTH IS 20 INCHES MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAXIMUM ABOVE THE FLOOR, AND THE REACH DEPTH SHALL BE 25 INCHES MAXIMUM. SIDE REACH 308.3.1 WHERE A CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE EDGE OF THE CLEAR FLOOR SPACE IS 10 INCHES MAXIMUM FROM THE ELEMENT, THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FLOOR. 308.3.2 WHERE A CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM ABOVE THE FLOOR AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM ABOVE THE FLOOR FORA REACH DEPTH OF 10 INCHES MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 4E INCHES MAXIMUM ABOVE THE FLOOR FOR A REACH DEPTH OF 24 INCHES MAXIMUM. FIGURE 300.2.1 UNOBSTRUCTED FORWARD REACH c 10' MAX FIGURE 3083.1 UNOBSTRUCTED SIDE REACH FIGURE 300.2.2 UNOBSTRUCTED HIGH FORWARD REACH If FIGURE 308.3.2 10"-24" MAX UNOBSTRUCTED HIGH SIDE REACH 309 OPERABLE PARTS 309.1 GENERAL. OPERABLE PARTS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH SECTION 309. 309.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 SHALL BE PROVIDED. 3093 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 308. 309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS (22.2 N) MAXIMUM. 24' 48" 24" 10 MAX MAX MAX FIGURE 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 403.5.1 WHERE AN ACCESSIBLE ROUTE MAKES A 150 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN 48 INCHES IN WIDTH, CLEAR WIDTHS SHALL BE 42 INCHES MINIMUM APPROACHING THE TURN, 48 INCHES MINIMUM DURING THE TURN, AND 42 INCHES MINIMUM LEAVING THE TURN. 42" MIN �c, 42" MIN NOTE: DIMENSIONS SHOWN APPLY WHEN x < 48" TURNS AROUND AN OBSTRUCTION 404 DOORS, DOORWAYS, d GATES 404.2.2 DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MINIMUM. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 130 DEGREES. OPENINGS MORE THAN 24 INCHES IN DEPTH AT DOORS AND DOORWAYS WITHOUT DOORS SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. 404.2.3 MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL INCLUDE THE FULL CLEAR OPENING WIDTH OF THE DOORWAY. REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE. 404.2.3.1 FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:45. 404.2.3.2 SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH THE CORRESPONDING DIAGRAMS BELOW. 404.2.3.3 SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH THE CORRESPONDING DIAGRAMS BELOW. 404.2.3.4 DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36 INCHES IN WIDTH SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH THE CORRESPONDING DIAGRAMS BELOW. 404.2.3.5 WHERE ANY OBSTRUCTION WITHIN IS INCHES OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR, MANEUVERING CLEARANCES FORA FORWARD APPROACH SHALL BE PROVIDED. 404.2.4 IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2 INGH MAXIMUM IN HEIGHT. 404.2.5 THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES MINIMUM PLUS THE WIDTH OF ANY DOORS OR GATES SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. 404.2.E HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 404.2.11 DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. 404.2.1.2 DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 404.2.5 FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM. 2. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. 404.2.9 SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND, MEASURED VERTICALLY, SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. 404.2.10 DOORS, GATES, AND SIDELITES ADJACENT TO DOORS OR GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL ON EITHER THE DOOR OR AN ADJACENT SIDELITE LOCATED 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR. 404.3 AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH 404.3. FULL -POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A156.10 LISTED IN SECTION 105.2.4. LOW -ENERGY AND POWER -ASSISTED DOORS SHALL COMPLY WITH ANSI/BHMA A156.19 C199-1 OR 2002 EDITION) LISTED IN SECTION 105.23. 404.3.1 DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES IN POWER -ON AND POWER -OFF MODE. THE MINIMUM CLEAR OPENING WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE BASED ON THE CLEAR OPENING WIDTH PROVIDED WITH ALL LEAFS IN THE OPEN POSITION. 404.3.5 MANUALLY OPERATED CONTROL SWITCHES SHALL COMPLY WITH SECTION 309. THE CLEAR FLOOR SPACE ADJACENT TO THE CONTROL SWITCH SHALL BE LOCATED BEYOND THE ARC OF THE DOOR SWING, NOTES: 1. CLEAR SPACE MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE OCCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR. 1/4" PER FOOT IS ALLOWED FOR DRAINAGE. 2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE A MINIMUM OF 48'. 3. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. FIGURE 30E.3 TOE 4 KNEE CLEARANCE �J NEwAVEMM architects • engineers vvww.new- avenue. net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614.884. 8888 PERMIT SET 02/15/2019 Dublin Presbyterian Church Kitchen Remodel 5775 Dubhnshire Drive Dublin, Ohio 43017 BUILDER: Renovara Interior Renovations 7340 Sancus Blvd. Worthington, Ohio 43085 Project No. 19-0012 ORIGINAL SIGNATURE IN RED REQUIRED FOR AUTHENTICITY E OF O P. ... ,�y CO MICHAEL J. MAISTROS 13360 (� is, D PAC' Michael j. Maistros, License #13360 Expiration Date 12/31/2019 GENERAL ACCE55151L ITS' INFOfi�M'1AT I ON 0 2019 NEW AVENUE, LLC ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW AVENUE, LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF NEW AVENUE, LLC G1 ■ 0 GENERAL ACCE 55 I5 I L I T*r INF-ORI""IAT I ON (CONTINUED 0 DOOR TYPE: O } W 1. MINIMUM 10' HIGH SMOOTH SURFACE O DOOR BOTTOM, EITHER ATTACHED COC PANEL OR BOTTOM RAIL. O V HARDWARE: = J 0 2. OPENABLE FROM INSIDE WITHOUT USE 61 Q OF KEY OR SPECIAL KNOWLEDGE OR W_ 36' TO 42 " EFFORT. LEVER OR "U' 3. OPENABLE BY SINGLE EFFORT SHAPED HANDLE LEVER -TYPE DEVICE (NOT REQUIRING GRASPING). RUBBER BUMPER ON CHAIR 4. MOUNTED 36" TO 42'. (WHERE INDICATED) A NARROW FRAME W/ A BEVELED TOP EDGE (30 DEGREE MAXIMUM BEVEL TO VERTICAL PLANE) INSTALLED AT THE BOTTOM OF A GLASS DOOR (W/ NO SIDE FRAMES) MAY BE USED IN LIEU OF PROVIDING THE REQUIRED 10" UNINTERRUPTED SURFACE 6 THE BOTTOM OF THE DOOR 32� n32U ' MINA, 32 � ' MINA, C:+ / / HINGED DOOR SLIDING DOOR FOLDING DOOR i I x I 'lo 4> 1� I I ' I I I L — PULL SIDE — J NOTE: X=36' MIN IF Y=60% X=42' MIN IF Y=54' 5. MAXIMUM 8.5 LBS. EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS. FOR INTERIOR 24' / MIN / / 431 I I I I L — PULL SIDE — I NOTE: Y=54' MIN IF DOOR HAS CLOSER HINGE SIDE AF'F'ROACHES - 5WINGING DOORS 24" MIN r PUSH SIDE N 4 I I I I I I i NOTE: Y=48" IF DOOR HAS BOTH A CLOSER AND LATCH 12" IF LATCH a CLOSER PUSH SIDE — I I I4> 22" MIN I I / i i NOTE: Y=48' IF DOOR HAS BOTH A CLOSER AND LATCH LATCH SIDE APPROACHES - SWINGING DOORS I � I I I � - I MIN I \� I — — — — (a) FRONT APPROACH, PULL SIDE I I I ? I I � I I � I I (B) FRONT APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE, DOOR PROVIDED W/ BOTH CLOSER d LATCH FRONT AF'F'ROACHES - SWINGING DOORS r---� z f I4> I (b) SIDE APPROACH (b) FRONT APPROACH \ Z z Z � � DOORS IN A SERIES 804 KITCHENS AND KITCHENETTES 804.2.1 IN PASS -THROUGH KITCHENS WHERE COUNTERS, APPLIANCES OR CABINETS ARE ON TWO OPPOSING SIDES, OR WHERE COUNTERS, APPLIANCES OR CABINETS ARE OPPOSITE A PARALLEL WALL, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTERTOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40 INCHES MINIMUM. PASS -THROUGH KITCHENS SHALL HAVE TWO ENTRIES. 804.2.2 IN KITCHENS ENCLOSED ON THREE CONTIGUOUS SIDES, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTERTOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 60 INCHES MINIMUM. 504.53 A CLEAR FLOOR SPACE POSITIONED ADJACENT TO THE DISHWASHER DOOR, SHALL BE PROVIDED. THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE DISHWASHER OR AN ADJACENT SINK. 804.5.4.1 A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL OR FORWARD APPROACH TO THE COOK TOP, SHALL BE PROVIDED. 804.5.4.2 WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A FORWARD APPROACH, KNEE AND TOW CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE UNDERSIDE OF THE COOK TOP SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PREVENT BURNS, ABRASIONS, OR ELECTRICAL SHOCK. 004.5.4.3 WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A PARALLEL APPROACH, THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE APPLIANCE. 804.5.4.4 THE LOCATION OF CONTROLS SHALL NOT REQUIRE REACHING ACROSS BURNERS. 604.5.5.1 A CLEAR FLOOR SPACE SHALL BE PROVIDED FOR AN OVEN. THE OVEN DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE OVEN. 8045.6 COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50 PERCENT OF THE FREEZER COMPARTMENT SHELVES, INCLUDING THE BOTTOM OF THE FREEZER, 54 INCHES MAXIMUM ABOVE THE FLOOR WHEN THE SHELVES ARE INSTALLED AT THE MAXIMUM HEIGHTS POSSIBLE IN THE COMPARTMENT. A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL APPROACH TO THE REFRIGERATOR/FREEZER SHALL BE PROVIDED. THE CENTERLINE OF THE CLEAR FLOOR SPACE SHALL BE OFFSET 24 INCHES MAXIMUM FROM THE CENTERLINE OF THE APPLIANCE. 11 REF I J 40" (a) FIG. 004.2.1 PASS THROUGH KITCHEN CLEARANCES 60" MIN I FIG. 804.2.2 U-SHAPED KITCHEN CLEARANCES 11 (b) 60" 1302 DINING SURFACES AND WORK SURFACES 13023 THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE EXPOSED PORTIONS OF DINING SURFACE AND WORK SURFACES. S02.4 THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR. NEwAWNUE architects • engineers w-ww. new- avenue. net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614. 884. 8888 PERi"IIT 5ET 02/15/2019 Dublin Presbyterian Church Kitchen Remodel 5775 Dublinshire Drive Dublin, Ohio 43017 BUILDER: Renovara Interior Renovations 7340 Sancus Blvd. Worthington, Ohio 43085 Project No. 19-0012 113 ORIGINAL SIGNATURE IN RED REQUIRED FOR AUTHENTICITY • OF O CO MICHAEL J. MAISTROS • 13360 () FRFp .. • P�G� Michael j. Maistros, License #13360 Expiration Date 12/31/2019 GENERAL ACCE 5515 I L I T**r INFORMATION (CONTINUED) © 2019 NEW AVENUE, LLC ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW AVENUE, LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF NEW AVENUE, LLC G1.2 13 GENERAL DE 1 I. AFTER DEMOLITION, CONTRACTOR SHALL EXAMINE THE SITE TO ENSURE NO DISCREPANCIES EXIST BETWEEN THE EXISTING CONDITIONS AND THE INTENT OF THE DRAWINGS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 2. PATCH AND REPAIR ALL AREAS AFFECTED BY NEW CONSTRUCTION. ANY WORK COMPLETED AS PART OF THIS CONTRACT WHICH CAUSES DAMAGE TO EXISTING CONDITIONS THAT ARE INTENDED TO REMAIN SHALL BE RECONSTRUCTED, REPLACED, AND/OR PATCHED SO THAT SURFACES REPLACED OR REPAIRED WILL MATCH ADJACENT MATERIALS. 3. ACTUAL CONDITIONS MAY VARY FROM THAT SHOWN DUE TO LIMITED ACCESS TO THE BLDG. AND/OR INACCURACIES OF THE PROVIDED DOCUMENTATION. NEW AVENUE, LLC MAKES NO WARRANTY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS AND NOTIFY NEW AVENUE OF ANY INCONSISTENCIES PRIOR TO CONTINUING WITH CONSTRUCTION. 4. WHERE APPLICABLE, NEW MATERIAL SHALL TO CONTINUE ONTO EXISTING SURFACE TO NEAREST CORNER OR REASONABLE TERMINATION POINT. COORDINATE WITH OWNER/TENANT. 5. AFTER DEMOLITION HAS BEEN COMPLETED, SPACE TO BE PROFESSIONALLY CLEANED PRIOR TO COMMENCING NEW WORK OL I T I ON NOTE5 6. ALL OSHA REGULATIONS SHALL BE FOLLOWED AT ALL TIMES. 1. SEE MECHANICAL, ELECTRICAL AND PLUMBING SHEETS FOR ADDITIONAL DEMOLITION INFORMATION. S. ALL ABANDONED ELECTRICAL/TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL DUCTWORK AS THE RESULT OF DEMOLITION SHALL BE REMOVED BACK TO THE ORIGINATION POINT OR TERMINATED PER CODE. 9. GENERAL CONTRACTOR SHALL COORDINATE THE REMOVAL, DISCONNECTION AND/OR CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD REPRESENTATIVE OR ARCHITECT. 10. EXTREME CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ALL UTILITIES WHICH ARE NOT TO BE RELOCATED AND MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER SPACES. GENERAL CONTRACTOR WILL BEAR SOLE RESPONSIBILITY OF ANY DISRUPTION OR DAMAGE, 11. ALL DIMENSIONS SHOWN SHALL BE FIELD VERIFIED FOR ACCURACY. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. f=ARTIAL 15t FLOOR PLAN - DEMOLITION ® SCALE: 1/4' = 1'-0' o DEMOLITION PLAN CODED NOTES � I. REMOVE EXISTING WALL SEGMENT INDICATED TO ACCOMMODATE NEW WORK - INCLUDING DOOR, FRAMES, # ANY INTERNAL ELECTRICAL WIRING OR DEVICES. - ELECTRICAL CIRCUITS TO BE MAINTAINED FOR REMAINING DEVICES. 2. REMOVE EXISTING DOOR d FRAME. 3. EXISTING DOOR TO REMAIN 4. REMOVE EXISTING FLOOR COVERINGS IN HATCHED AREA. 5. REMOVE SECTION OF EXISTING WALL FOR NEW DOOR OPENING. 6. REMOVE EXISTING PLUMBING FIXTURE. i. REMOVE EXISTING APPLIANCE. 5. REMOVE EXISTING PASS-THRU COUNTER S. REMOVE EXISTING SECTION OF WALL UNDER PASS-THRU FOR NEW DOOR. 10, REMOVE EXISTING CABINETS E COUNTERTOPS. LIN NEwAVENUE architects - engineers www.new-avenue.net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614. 884 . 8888 PERMIT SET 02/15/201S Dublin Presbyterian Church Kitchen Remodel 5775 Dublinshire Drive Dublin, Ohio 43017 BUILDER: Renovara Interior Renovations 7340 Sancus Blvd. Worthington, Ohio 43085 Project No. 19-0012 ORIGINAL SIGNATURE IN RED REQUIRED FOR AUTHENTICITY .OFco O MICHAEL J. MAISTROS 13360 V .� <zRED P�Gx Michael j. Maistros, License #13360 Expiration Date 12/31/2019 PARTIAL 16t FLOOR PLAN - DEMOLITION - 0 2019 NEW AVENUE, LLC ALI, DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW AVENUE, LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF NEW AVENUE, LLC D1.1 FLOOD PLAN C;ENEfRAL NOTES I. ALL DIMENSIONS TO BE FIELD VERIFIED. ANY DISCREPANCIES AFFECTING NEW WORK SHALL BE BROUGHT TO THE ATTENTION OF NEW AVENUE LLC, PRIOR TO COMMENCEMENT OF NEW WORK. 2. THE PROPOSED CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER II OBC AND THE ICC ANSI AII1.I 200e ACCESSIBILITY CODE 3. INTERIOR DIMENSIONS GIVEN ARE FROM FACE OF STUD FOR NEW WALLS d FACE OF FINISHED SURFACE FOR EXISTING WALL TO REMAIN, UNO. 4. NEW INTERIOR WALLS SHALL BE 3 5/8" METAL STUD FRAMING (25 GA) 6 24" O.C., U.N.O. 5. NEW FURRING WALLS SHALL BE '1/8" METAL STUD FRAMING (25 GA) 10 24" O.G. U.N.O. (o. TOLERANCES FOR BUILT-IN CASEWORK, CABINETRY, AND APPLIANCES SHALL BE FIELD VERIFIED PRIOR TO FABRICATION OR INSTALLATION. 0 It 0 N r T N LO N N fi AfRTITION SG�4EDULE MARK RATING NOTES DESCRIPTION DIAGRAM NOTES A❑ -- MODIFIED INTERIOR PARTITION MODIFY/INFILL - EXISTING 3-5/8' METAL STUD WALL - MATCH EXISTING MATERIALS SEE FLOOR PLANS FOR NEW WALL LOCATIONS �B -- EXISTING INTERIOR PARTITION EXISTING 3-5/8' METAL STUD WALL -� ONE LAYER 5/8' GYP. BRD. ON EACH SIDE W/ SOUND ATTENUATING BATT INSUL. SEE SECTIONS A/A2.1 B/A2.1 rluy i EX. 2HR INTERIOR PARTITION EXISTING 2HR, NON -BEARING 3 5/8' METAL STUD WALL PARTITION EXTENDS TO ROOF DECK BASED ON U.L. "U-403 EXISTING CONDITIONS GENERAL NOTES: I. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL NEW WET WALL LOCATIONS. 2. COORDINATE LOCATION OF ALL ADDITIONAL REQUIREMENTS FOR SOUND ATTENUATING BATT INSULATION. 3. ALL NEW DOORS TO BE SET 4' FROM NEAREST PERPENDICULAR WALL, UNLESS NOTED OTHERWISE. FARTIAL 1st FLOOIR PLAN - NEW UJOR< SCALE: 1/4' = 1'-0' O FLOO1R PLAN CODED NOTES 0 I. ALIGN NEW FRAMING TO ALLOW NEW GYP. BRD. TO BE FLUSH WITH EXISTING WALL. 2. NEW METAL STUD WALL - SIZE PER PARTITION SCHEDULE ON THIS SHEET 4 SECTIONS ON SHEET A2.1. 3. RELOCATE EXISTING KITCHEN DOOR, FRAME E HARDWARE FROM NARTHEX TO NEW PARLOR LOCATION. (NO CLOSER) 4. NEW DOUBLE 3'-O'xl'-O' DOORS TO MATCH ADJACENT PARLOR DOORS d FRAME. HARDWARE PER OWNER SPECS. PROVIDE LEVER HANDLES FOR ACCESSIBILITY, AND CLOSER ON EACH DOOR LEAF # KICK -DOWN HOLD OPENS. 5. NEW PARTIAL WALL INFILL TO MATCH EXISTING ALIGNMENT AND EXISTING WALL FINISH. 6. FINISH DRYWALL HEADER REMAINING FROM PARTIAL WALL DEMOLITION (T-8' A.F.F. +/-) 1. EXISTING DOOR TO REMAIN. 8. NEW WALL MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION (SEE NOTES ON SHEET AI.3). 9. PATCH E LEVEL EXISTING FLOOR SLAB TO RECEIVE NEW FLOORING PER OWNER. WITH FLUSH TRANSITION STRIPS. 10. PREP, PATCH 3 REPAIR EXISTING WALLS TO RECEIVE NEW FINISHES AS SELECTED BY THE OWNER. 11. NEW KITCHEN APPLIANCES THROUGHOUT KITCHEN. SEE VENDOR SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 12. NEW BASE d WALL CABINETS W/ COUNTERTOP. SEE VENDOR SHOP DRAWINGS FOR OWNER SELECTIONS. 13. NEW RANGE HOOD DIRECTLY VENTED TO THE OUTSIDE. (SEE MECH. SHEETS) 14. NEW KITCHEN SINK WITH GARBAGE DISPOSER PER VENDOR. 15. NEW KITCHEN ISLAND ON ROLLING CASTERS PER VENDOR. NEwAVEMM architects • engineers ® IS www.new-avenue.net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614. 884. 8888 PERMIT SET 02/15/20IS Dublin Presbyterian Church Kitchen Remodel 5775 Dublinshire Drive Dublin, Ohio 43017 BUILDER: Renovara Interior Renovations 7340 Sancus Blvd. Worthington, Ohio 43085 Project No. 19-0012 ORIGINAL SIGNATURE IN RED REQUIRED FOR AUTHENTICITY MICHAEL J. MAISTROS 13360 () .4 Michael j. Maistros, License #13360 Expiration Date 12/31/2019 FAfRTIAL 1st FL001R PLAN © 2019 NEW AVENUE, LLC ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW AVENUE, LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF NEW AVENUE, LLC 10 Al ml ® IN REFLECTED CEILING LEGEND - NEW WORK EXISTING 24'x48' ACOUSTIC CEILING TILE GRID, TO REMAIN NEW GYP. 5RD. CEILING NEW (OR EXISTING/RELOCATED) 24'x48' CEILING HUNG FLUORESCENT LIGHT FIXTURE L� NEW (OR EXISTING/RELOCATED) 24' x 24' SUPPLY AIR DIFFUSER ElEXISTING/RELOCATED 24' x 24' KITCHEN EXHAUST GRILLE EXISTING EXHAUST FAN FIXTURE (SEE MECHANICAL SHEETS) EXISTING SPRINKLER HEAD, TO REMAIN. 9'-10' CEILING HEIGHT MARKER EXISTING EXIT SIGN WITH EMERGENCY LIGHTS, TO REMAIN EXISTING ILLUMINATED EXIT SIGN FIXTURE w/ DIRECTIONAL ARROW NOTES: I. SEE MECHANICAL/ELECTRICAL SHEETS FOR LIGHT FIXTURE AND HVAC DEVICE LOCATIONS t SPECIFICATIONS. 2. NEW LIGHTING IN CONJUNCTION W/ EXISTING LIGHTING SHALL COMPLY W/ ALL APPLICA5LE ENERGY CODES d REGULATIONS 3. RE -USE EXISTING ACT, LIGHTING, E MECHANICAL ITEMS IN CEILING, IN PLACE, UNLESS DIRECTED OTHERWISE 5Y OWNER OR PER MECHANICAL DRAWINGS. FARTIAL 1st FLOOR REFLECTED CEILING INCH FLAN - NEW WORK SCALE: 1/4' = I'-0' O REFLECTED CEILING FLAN CODED NOTES I 1. EXISTING DROPPED CEILING WITH 2'X4' ACOUSTIC TILES TO REMAIN (REPLACE IF NEEDED) 2. FORM BULK -HEAD ACROSS ORIGINAL STORAGE ROOM WALL a i'-8' AFF. INSTALL 2-6510I8 (6', IS GA.) TO 5OXED HEADER. SEE SECTION 5/A2.1) 3. EXISTING 24' X 45' CEILING FLUORESCENT LIGHT FIXTURE. (SEE ELECTRICAL SHEETS) 4. EXISTING 2'x2' S/A DIFFUSER TO REMAIN. (SEE MECH. DRAWINGS) 5. EXISTING KITCHEN EXHAUST TO REMAIN. 6. EXISTING SPRINKLER HEAD (ESTIMATED LOCATION ONLY) TO REMAIN UNALTERED. 1. EXISTING EXHAUST FAN TO REMAIN. 6. EXISTING ILLUMINATED EXIT SIGN TO REMAIN. NEwAVEMM architects • engineers www.new-avenue.net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614. 884. .... PERMIT SET 02/15/201S Dublin Presbyterian Church Kitchen Remodel 5775 Dublinshire Drive Dublin, Ohio 43017 BUILDER: Renovara Interior Renovations 7340 Sancus Blvd. Worthington, Ohio 43085 Project No. 19-0012 ORIGINAL SIGNATURE IN RED REQUIRED FOR AUTHENTICITY OF O co MICHAEL J. MAISTROS 13360 () .Q D . PSG Michael j. Maistros, License #13360 Expiration Date 12/31/2019 IM FARTIAL 15t FLOOR REFLECTED CEILING PLAN - NEW WORK - © 2019 NEW AVENUE, LLC ALL DRAWINGS ARE AND SHALL, REMAIN THE PROPERTY OF NEW AVENUE, LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF NEW AVENUE, LLC Al m2 N d' O N T 0) T 0 N L0 N N 5UILD INCH KFr FLAN IL KI /`1 1=1,I A=D= A EXIT #2 EXIT # 1 PARTIAL 1st FLOOR EGIRE55 4 LIFE 5,41`ET�' PLAN ® SCALE: 1/4' = I'-0' Q POiRT,45LE FIFE EXTINGU15HEF NOTE5 A. DISTRIBUTION OF THE PORTABLE FIRE EXTINGUISHERS ARE TO BE LOCATED WITH A MAXIMUM TRAVEL DISTANCE OF -15' PER OBC TABLE 906.3 (1). B. ALL PORTABLE FIRE EXTINGUISHERS ARE TO HAVE THE U.L. LABEL AND HAVE A RATING NOT LESS THAN 2-A. C. ALL PORTABLE FIRE EXTINGUISHERS ARE BE MOUNTED ON HANGERS AND SECURELY ANCHORED TO THE MOUNTING SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL SHALL BE MOUNTED, LOCATED AND IDENTIFIED SO THAT THEY ARE READILY ACCESSIBLE WITHOUT SUBJECT TO POSSIBLE INJURY. D. EXTINGUISHERS WEIGHING 40L55 OR LESS SHALL BE MOUNTED SO THAT THEIR TOPS ARE NOT MORE THAN 5'-O" ABOVE THE FLOOR, E. EXTINGUISHERS WEIGHING MORE THAN 40L56 SHALL BE MOUNTED SO THAT THEIR TOPS ARE NOT MORE THAN 3'-io" ABOVE THE FLOOR. F. EXTINGUISHERS SHALL BE MOUNTED WITH CLEARANCE NOT LESS THAN 0'-4' BETWEEN THE FLOOR AND BOTTOM. G. ALL PORTABLE FIRE EXTINGUISHERS LOCATED IN THE KITCHEN ARE SHALL BE A TYPE 'K" IN ACCORDANCE WITH THE OHIO FIRE CODE d NFPA 10. OCCUPANT LOAD CALC, KITCHEN AREA: I OCCUPANT / 200 GROSS SF TOTAL OCCUPANTS KITCHEN "01: 354 SQ.FT. / 200 2 OCCUPANTS (NO CHANSE FROM ORIGINAL) NEwAVENUE architects - engineers www.new-avenue.net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614. 884. 8888 PERMIT SET 02/15/20IS Dublin Presbyterian Church Kitchen Remodel 5775 Dublinshire Drive Dublin, Ohio 43017 BUILDER: Renovara Interior Renovations 7340 Sancus Blvd. Worthington, Ohio 43085 Project No. 19-0012 13. ORIGINAL SIGNATURE IN RED REQUIRED FOR AUTHENTICITY CO MICHAEL J. MAISTROS 13360 (� RFD .P�G� Michael j. Maistros, License #13360 Expiration Date 12/31/2019 EGRE55 4 LIFE 5,4FET�r FLAN © 2019 NEW AVENUE, LLC ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW AVENUE, LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF NEW AVENUE, LLC I is Al m3 EXISTING SHINGLE ROOFING SYSTEM NO WORK EXISTING TRUSS MEMBER NO WORK EXISTING GYPSUM BOARr- UNDER WOOC TRUSS MEMBER NO WORK EXISTING FINISH CLG. SUSPENDED ACOUSTIC/ CEILING, REWORK z REQUIRED FOR NE: WOR EXISTING DRYWAL PARITION, PATCH AN REPAIR FOR NEW WAL FINISH PER DIREGTIC OF OWNEf PATCH EX15TIN ADJACENT DRYWAL PARTITIONS, PATCH AN REPAIR SURFACES FC NEW WALL FINISH PE DIRECTION OF OWNEf PATCH, REPAIR AN LEVEL FLOOR SLAB i RECEIVE NEW FLOORI� PER OWNED EXISTING FLOOR SLfi NOTE: NEW HEADER IS THE REMAINING UPPER PORTION OF EXISTING WALL 0® WALL SECTION 5 SCALE: 3/4' = 1'-0' )ALL el )D EXISTING TRUSS BEARING TOP OF FIN, FLOOR FULL HEIGHT JAMB STUD ly< ` WEB STIFFENERS REQUIRED AT ENDS, TYP. AT BOTH HEADER MEMBERS CAP OPENING SIDE OF JAMB WITH TRACK ATTACH WITH 111 .9 16' O.C. IN EACH LEG (2) UNPUNCHED HEADERS, FACE TO FACE. SEE SECTION 5/A2.1 FOR HEADER SIZE I U ALL DETAIL SCALE: 1/2' = 1'-0' EXISTING SHINGLE ROOFING SYSTEM. NO WORK EXISTING GYPSUM BOARD UNDER WOOD TRUSS MEMBERS, NO WORK EXISTING FINISH CLG. EXISTING SUSPENDED ACOUSTICAL CEILING, REWORK AS REQUIRED FOR NEW WORK. EXISTING DRYWALL PARITION, PATCH AND REPAIR FOR NEW WALL FINISH PER DIRECTION OF OWNER.. NEW DOOR LINTEL SIMILAR TO WALL DETAIL 1 / A2.1 KITCHEN TOUCH UP DOOR AND FRAME FINISH AS REQ'D FOR SMOOTH EVEN APPEARANCE AFTER RELOCATING DOOR. NEW FLOORING AND BASE AS SELECTED BY OWNER. EXISTING FLOOR SLAB NOTE: EXISTING WALL IS TO RECEIVE RELOCATED EXISTING DOOR 4 FRAME CRIPPLE STUDS *10-16 TYP. EACH FLANGE (2) *10-16 TYP. g 1(o' O.G. EQUAL CLIP ANGLE SIZE AS REQ'D PER DESIGN. EXISTING CEILING, NO WORK PATCH AND REPAIR EXISTING SURFACES WHERE DISTURBED BY NEW WORK PARLOR RELOCATE EXISTING DOOR 4 FRAME E HARDWARE FROM KITCHEN/NARTHEX OPENING UJ,4LL SECTION Im SCALE: 3/4' -- 1'-0' R NEwAVENUE architects • engineers w�.new- avenue. net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET PERMIT 5ET 02/15/2019 Dublin Presbyterian Church Kitchen remodel 5775 Dubhnshire Drive EXISTING TRUSS Dublin, Ohio 43017 BEARING TOP OF FIN. FLOOR BUILDER: Renovara Interior Renovations 7340 Sancus Blvd. Worthington, Ohio 43085 Project No. 19-0012 ORIGINAL SIGNATURE IN RED REQUIRED FOR AUTHENTICITY OP O CO MICHAEL J. MAISTROS m13360 V .� RFD .P�G� Michael j. Maistros, License #13360 Expiration Date 12/31/2019 TNrFICAL WALL 5ECTION5 0 2019 NEW AVENUE, LLC ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW AVENUE, LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF NEW AVENUE, LLC A2ml O KITCHEN ELEVATION SCALE. 1/2' = 1'-0' 15'-4 3/4" 1, //-I, 61-11 1/8, W.G. W.C. W.G. I LU C: WC F- --- ---- --- . .... ... ... .. . ... .... HEADE R FINISHED \J END END END FILLER FILLER FILLER -j - - ------- ----------- z --------------- ------------ ----- O --- - - ---- --- 5 5 2452 2453D 2150 W.R. w- 27215MW 2'1 <ITG�IEN ELEVATION SCALE- 1/2' = 1'-0' I FILLER FILLER KITCHEN ELEVATION SCALE: 1/2' = 1'-0' 7-01/8" FIN. DIr-1, FINISHED ENDS CROWN TRIM, PER VENDOR FILLER FINISHED ENDS KITCHEN ELEVATION SCALE: 1/2' = V-0' M G,45ELUORK GENERAL NOTE5 1. INSTALL FIRE TREATED WOOD BLOCKING AT CASEWORK LOCATIONS TO SECURE NEW WORK (WHERE POSSIBLE). 2. SEE VENDOR DRAWINGS FOR CABINET DESCRIPTIONS AND DETAILS. 3. CABINET COUNTERTOP HEIGHT TO BE 34' A.F.F. MAX. TO MEET ACCESSIBILITY STANDARDS. 4. NEW KITCHEN SINK SHALL BE LOCATED SUCH THAT TOP OF RIM OR COUNTER 5UI;;a=ACE SHALL BE AT A MAX. OF 34' AFF. E). PROVIDE 21' MIN. CLEARANCE BETWEEN FINISH FLOOR AND BOTTOM. OF APRON 6 OPEN SPACE. ro. 'T' STYLE ADA TURN AROUND PROVIDE[) WITH OPEN UNDER COUNTER SPACE TO COMPLY WITH ACCESSIBILITY STANDARDS. 1. ALL FAUCETS SHALL BE LEVER OPERATED, AND COMPLY WITH ANSI AIIIJ 606.4. B. ALL DIMENSIONS TO BE FIELD MEASURE[) PRIOR TO ORDERING CABINETRY, TO CONFIRM FIT AND BLOCKING REQUIREMENTS. a ADD FINISHED ENDS AT ALL UNFINISHED ENDS RUNS OF CABINETRY. SEE VENDOR DRAWINGS FOR DETAILS. 10. ADD FILLERS 4 SCRIBES TO LEVEL 4 SQUARE CABINET INSTALLATION. 11. ALL APPLIANCE SIZES TO BE CONFIRMED FOR SIZE AND ROUGH OPENING REQUIREMENTS WITH CABINET SIZES AND PLACEMENT. 12. ROOM TO HAVE COVE BASE INSTALLED AT ALL KICKSPACE, BOTTOM OF CABINETS AND ROOM PERIMETER. 13. WALLS TO RECEIVE NEW WALL FINISH PER OWNERS DIRECTION. 14. SEE VENDOR DRAWINGS FOR FILLER TYPE, STYLE AND DETAILING. 5'- 4 3/4' FIN. DIM. ADD MIN. WALL SCRIBE IF REQ'D KITCHEN ELEVATION SCALE: 1/2' = 1'-0' NEW AVENUE architects - engineers 0. 10 w�. new- avenue. net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614. 884. 8888 M M PERMIT 5ET 02/15/20n WE EM Dublin Presbyterian Church Kitchen Remodel 5775 Dublinshire Drive Dublin, Ohio 43017 BUILDER: Renovara Interior Renovations 7340 Sancus Blvd. Worthington, Ohio 43085 Project No. 19-0012 IM ORIGINAL SIGNATURE IN RED REQUIRED FOR AUTHENTICITY DR�rW,4LL C:ROWN OP 0 TRIM, FIFER HEADER VENDOR w.c:. Lijr- W.C:, WC: W.C:, CO .0 MICHAEL J. MAISTROS 13360 M 0 ICHAEL*�� j M S OS .- UAR T 1 360 3 "x, 'x DRYWALL HEADER LA LA D "L Michael j. Maistros, License #13360 FINISHED—, Expiration Date 12/31/2019 END. 30- HOOD 30' HOOD M FILLER 4' 5,4C:< 1NTEf;R101;R SPLASH ELEVAT ION6 -- - -- -- --- --- ----- FIN( END END. // ---- ---- --- - 2019 NEW AVENUE, LLC ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW 0 I= �Ao AVENUE, LLC AND MAY NOT BE USED, DUPLICATED OR ALTERED 2482 21L33D WITHOUT THE WRITTEN CONSENT OF NEW AVENUE, LLC 30" RANGE 30" RANGE II M FILLER 13'- 10 1/4' KITCHEN ELEVATION SCALE. 1/2' = 1'-0' A3.1 PARTIAL MECHANICAL FLOOR PLAN N SCALE: 1 /4"=1 '-0" GENERAL NOTES A. HC SHALL VISIT SITE AND FAMILIARIZE HIM/HERSELF WITH EXISTING CONDITIONS, VERIFYING EXITING EQUIPMENT LOCATIONS AND DUCT ROUTING BEFORE BEGINNING ANY NEW WORK OR ORDERING MATERIALS. B. ALL WORK SHALL BE INSTALLED ACCORDING TO THE LATEST LOCAL, STATE AND NATIONAL CODES. ALL DUCTWORK SHALL BE INSTALLED ACCORDING TO THE LATEST ASHRAE RECOMMENDATIONS AND SMACNA INSTALLATION MANUALS. C. HVAC PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH., PLUMBING, ELECTRICAL, FIRE PROTECTION AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THIS CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. D. THROUGHOUT THE COURSE OF THE WORK, MINOR CHANGES AND ADJUSTMENTS TO THE PLANS AND SPECIFICATIONS MAY BE REQUESTED BY THE OWNER. THE HC SHALL MAKE SUCH ADJUSTMENTS WITHOUT ADDITIONAL COST TO THE OWNER, WHERE SUCH ADJUSTMENTS ARE NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE SYSTEMS, AND WITHIN THE INTENT OF THE CONSTRUCTION DOCUMENTS. E. IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO FORM A GUIDE FOR A COMPLETE INSTALLATION. EVERYTHING NECESSARY FOR THE COMPLETION AND SUCCESSFUL OPERATION OF THE WORK, WHETHER OR NOT HEREIN DEFINITELY SPECIFIED OF INDICATED ON THE DRAWINGS SHALL BE FURNISHED AND INSTALLED AS WELL AND AS FAITHFULLY AS IF SO SPECIFIED OR INDICATED WITHOUT ADDITIONAL COST TO THE OWNER. THE HC SHALL VERIFY ALL DIMENSIONS AND WEIGHTS PRIOR TO INSTALLATION. F. NOTWITHSTANDING ANY OTHER PROVISIONS OF THE CONTRACT DOCUMENTS, THE HC BEARS ULTIMATE RESPONSIBILITY FOR COMPLIANCE OF THE INSTALLATION WITH THE REQUIREMENTS OF THE OWNER AND OF THE LOCAL AUTHORITY HAVING JURISDICTION. G. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE HC SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT OF THE HC FAILING TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, HE/SHE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, DISCREPANCIES OR OMISSIONS AND THE COST OF RECTIFYING SAME. H. FURNISH "AS -BUILT" DRAWINGS, AIR BALANCE REPORT AS WELL AS OPERATING & MAINTENANCE MANUALS AFTER PROJECT COMPLETION TO ARCHITECT. I. ALL DUCT SIZES ARE FINISHED SHEETMETAL DIMENSIONS. IF INTERIOR DUCT INSULATION IS USED, INCREASE DUCT SIZES ACCORDINGLY. PROVIDE AIR TIGHT ACCESS DOORS IN DUCTS ADJACENT TO ALL FIRE DAMPERS, SMOKE DAMPERS AND TEMPERATURE CONTROL DEVICES. J. CAULK SPACE BETWEEN SLEEVES, WALLS AND DUCTS WHERE DUCTS PASS THROUGH WALLS. CAULKING TO BE AIRTIGHT. K. OFFSET DUCTS INTO JOIST SPACE FOR CLEARANCE WHERE SPACE ABOVE CEILING IS NOT SUFFICIENT FOR DUCTS TO CROSS OTHER DUCTS OR WORK OF OTHER CONTRACTORS. L. HC SHALL VERIFY RATINGS OF ALL WALLS WITH ARCHITECTURAL DRAWINGS AND SEAL DUCT PENETRATIONS TO MATCH THE WALL RATINGS, SEE PENETRATIONS DETAILS FOR REQUIREMENTS. M. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF DIFFUSERS, GRILLES AND OTHER CEILING DEVICES. N. AIR TERMINAL UNITS, AND OTHER EQUIPMENT CONCEALED ABOVE LAY -IN CEILINGS SHALL NOT BE LOCATED ABOVE LIGHT FIXTURES. COORDINATE LOCATIONS OF ALL EQUIPMENT FOR SERVICE ACCESS. 0. DEMOLITION SHALL INCLUDE THE COMPLETE REMOVAL OF ALL ITEMS/EQUIPMENT/ DUCTWORK AS INDICATED ON THE PLANS. PLAN NOTES 0 1. MAKE FINAL SUPPLY AND DRAIN CONNECTIONS TO DISHWASHER. CONNECT DISHWASHER SUPPLY HOSE TO SINK HW SUPPLY, PROVIDE SHUTOFF VALVE. CONNECT DISHWASHER DRAIN TO SINK TAILPIECE DW BRANCH FITTING. PROVIDE "HIGH LOOP" IN DRAIN HOSE AND SECURE TO UNDERSIDE OF COUNTERTOP. 2. REWORK EXISTING SUPPLY AND DRAIN IN WALL AS REQUIRED FOR CONNECTION TO NEW SINK. SINK AND FAUCET TO BE SPECIFIED BY OWNER. 3. EXTEND %" TUBE THROUGH CASEWORK TO COFFEE BREWERS. TEE OFF COLD WATER UNDER SINK WITH STOP VALVE. 4. EXTEND %" TUBE THROUGH CASEWORK TO REFRIGERATOR. TEE OFF COLD WATER UNDER SINK WITH STOP VALVE 5. TERMINATE 10"X4" EXHAUST WITH EVE VENT COLOR BY ARCHITECT. MAINTAIN MINIMUM THREE (3') FEET FROM BUILDING OPENINGS 6. HOOD BY OTHERS. COORDINATE EXISTING STRUCTURE AND DUCT WORK FOR PROPER 0 ROUTING 7. EXISTING GENERAL KITCHEN EXHAUST TO REMAIN 8. INSTALL 24"x12" TITUS 50F ALUMINUM "EGGCRATE" AIR DEVICE IN CEILING GRID. CONNECT TRANSFER DUCT TO 24"02" HOLE IN WALL FOR TRANSFER AIR. COVER OPENING WITH HEAVY GAUGE WIRE MESH. COORDINATE EXACT LOCATION PRIOR TO ROUGH IN. PAINT WIRE MESH TO MATCH ADJACENT WALL 9. EXISTING SPRINKLER HEAD TO REMAIN HVAC LEGEND TAG NEW EQUIPMENT REFERENCE SYMBOL ® NOTE SYMBOL ® CONNECT TO EXISTING SYMBOL ROOM NUMBER XX(E)— EXISTING TO REMAIN NEW WORK - - - - - - - - NEW EXHAUST DUCTWORK 0 DUCT TRANSITION --�c- DEMOLITION OF DUCTWORK, SUPPORTS, EQUIPMENT ETC. UNDER 3" WC BELL MOUTH WITH LOCKING QUADRANT DAMPER S1-8"D CEILING MOUNTED AIR DEVICE, S1- AIR DEVICE DESIGNATION. REFER 12 TO SCHEDULE. 8" DIAMETER NECK SIZE, 230 REQUIRED CFM. 1 200 x22" 1 CEILING MOUNTED AIR DEVICE, R1- AIR DEVICE DESIGNATION. 20 REFER TO SCHEDULE. 22"x22" NECK SIZE, 1,200 REQUIRED CFM. pi 0 DUCT SIZE SAME AS NECK SIZE UNLESS INDICATED OTHERWISE. KEYPLAN SCALE: NONE NEwAvmiUE architects • engineers ■ ■ www.new-avenue.net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614. 884. 8888 BUILDING COMMENT 155UE BWLDING COMMENT ISSUE 02/21/201S PERMIT SET 02/15/20113 Dublin Presbyterian Church Kitchen Renovation 5775 Dubhnshire Drive Dublin, Ohio 43017 MEP ENGINEER: VM IIII/II w IIg�//I I III III )=AWNAWAWN AWN ENGINEERING INC_ 6225 Emerald Park-wav Phone: 614.409.3962 Dublin, Ohio 43016 Email: maiN,vmpengineering.com Project No: 19-0012 ■ ■ AVEf1R E-63372 jt lLa. �FCISTER�o DNA L FART I AL HVAC FLOOR FLAN © 2019 NEW ANBNUE, LLC 3LL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW _ LLC AND MAY NOT BE USED, DUPLICATED ORALTERED WITHOUT THE WRITTEN CONSENT OF NEW AVENUE. LLC ■ ■ M1.1 ■ ■ PARTIAL LIGHTING FLOOR PLAN (& SCALE: 1 /4"'-0" LIGHTING FIXTURE SCHEDULE MOUNTING OPTIONS LAMPS AC - AIRCRAFT CABLE CH - CHAIN QUANTITY CM - CEILING MOUNT ``' z z ST - STEM z 0 MANUFACTURER AND FIXTURE DESCRIPTION w w g G. E. CATALOG R- RECESSED w CATALOG NUMBER c) NUMBER - SURFACE o i- Of z e w o UC - UNDER CABINET F--- J o ¢ o d W- WALL x w o � 0 • w Q UV - UNIVERSAL w L L, Z = ' - SEE PLANS EM1 120 LITHONIA #LHQM-LED-R-SD COMBINATION SINGLE FACE L.E.D. EXIT SIGN WITH (2) SIDE MOUNTED 2 2.1 WITH UNIT W ALL SURE-LITES #APC7R SERIES HEAD EMERGENCY LIGHTS, WHITE THERMOPLASTIC HOUSING WITH RED COMPASS #CCRSD SERIES STENCIL L.E.D. PANEL, NI -CAD BATTERY, SELF -DIAGNOSTICS. NOTES: 1. SUBMIT A SPECIFIED MANUFACTURER PACKAGE ONLY, WITH MODEL NUMBERS SPECIFIED. DO NOT SUBSTITUTE ON THESE PRODUCTS OR SUBMIT A NON -SPECIFIED AGENT'S PACKAGE. 2. SUBMIT CUT SHEETS ON ALL LAMPS AND BALLASTS. GENERAL LIGHTING NOTES A. EVERYTHING SHOWN ON THIS DRAWING AND/OR IDENTIFIED IN THE DIVISION 26, 27, AND 28 SPECIFICATIONS IS FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. IF ANY DEVICE, EQUIPMENT, FEEDERS, ETC. IS FURNISHED AND/OR INSTALLED BY ANYONE OTHER THAN THE ELECTRICAL CONTRACTOR, IT WILL BE SPECIFICALLY NOTED. B. EC SHALL REVIEW OTHER TRADES DRAWINGS, AND COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS WITH THE EC'S INSTALLATIONS. FAILURE TO COORDINATE WILL RESULT IN THE EC REMEDYING HIS CONFLICT(S) AT HIS EXPENSE. C. FOR VOLTAGE DROP ON 120V CIRCUITS, THE MAXIMUM LENGTHS ARE AS FOLLOWS: #12=65 FEET, #10=108 FEET, AND #8=162 FEET. FOR 277V CIRCUITS, MAXIMUM LENGTHS SHALL BE #12=150 FEET , #10=247 FEET, AND #8=375 FEET. THESE DISTANCES MUST BE FOLLOWED TO MAINTAIN 3% VOLTAGE DROP. D. ALL BACKBOXES LOCATED IN RATED WALLS MUST BE ENCASED IN FIRE PUTTY SEALANT. ALL CONDUITS THAT PASS THRU RATED WALLS MUST BE FIRE SEALED ON BOTH SIDES OF THE WALL. COORDINATE WITH THE ARCHITECT'S DRAWINGS FOR LOCATIONS OF THE RATED WALLS. E. LOCATION OF DEVICES ARE SCHEMATIC. REFER TO THE ARCHITECT'S INTERIOR ELEVATIONS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS FOR ALL DEVICES. LOCATING ON THE NEAREST STUD IS NOT ACCEPTABLE. COORDINATE WITH THE GC TO INSTALL ADDITIONAL BRACING/SUPPORTS, ETC. SO THAT THE ARCHITECT'S DIMENSIONS ARE MAINTAINED. F. CONNECT ALL EXIT SIGNS, NIGHT LIGHTS, EMERGENCY LIGHTS, ETC. TO THE LOCAL CIRCUIT, AHEAD OF ALL SWITCH LEGS. PLAN NOTES 01 1. REMOVE EXISTING LIGHT SWITCH AND PROVIDE BLANK COVER. TERMINATE WIRING AT NEAREST J-BOX. 2. CIRCUIT EXISTING LIGHT FIXTURE TO SWITCH ON/OFF WITH LIGHTS IN KITCHEN AREA. 3. EXISTING EXHAUST FAN AND SWITCHING TO REMAIN. 4. EXISTING GARBAGE DISPOSAL SWITCH TO REMAIN. RECONNECT TO GARBAGE DISPOSAL AFTER NEW SINK INSTALLATION. 5. EXISTING LIGHT SWITCH TO REMAIN. ELECTRICAL LEGEND E EXISTING DEVICE EC ELECTRICAL CONTRACTOR ES EQUIPMENT SUPPLIER GC GENERAL CONTRACTOR HC HVAC CONTRACTOR PC PLUMBING CONTRACTOR MH MOUNTING HEIGHT TO CENTERLINE OF ITEM UNLESS INDICATED. R REMOVE EXISTING FOR RELOCATION RE RELOCATED EXISTING TYP TYPICAL WP WEATHERPROOF ® PLAN NOTE SYMBOL - APPLIES ONLY TO SHEET ON WHICH NOTE IS SHOWN. EF-1 EQUIPMENT REFERENCE SYMBOL 123 ROOM NUMBER 20A-125V DUPLEX RECEPTACLE, NEMA 5-20R (16" MH). 20A-125V DUPLEX RECEPTACLE, NEMA 5-20R, WITH GROUND FAULT OF CIRCUIT INTERRUPTER (16" MH). OF 20A-125V DUPLEX RECEPTACLE, NEMA 5-20R, WITH GROUND FAULT OF CIRCUIT INTERRUPTER (46" MH). 20A-125V DOUBLE DUPLEX RECEPTACLE. NEMA 5-20R (16" MH). TWO -GANG ASSEMBLY. 20A-125V DOUBLE DUPLEX RECEPTACLE. NEMA 5-20R (46" MH). TWO -GANG ASSEMBLY. ® SPECIAL RECEPTACLE. SEE PLANS FOR CONFIGURATION. (16" MH). ---- 0 SINGLE POLE WALL SWITCH (46" MH). rIF ELECTRICAL CONNECTION REQUIRED. Hat SINGLE FACE EXIT LIGHTING FIXTURE. ARROWS AS INDICATED. WALL MOUNTED. t !� t DOUBLE FACE EXIT LIGHTING FIXTURE. ARROWS AS INDICATED. WALL MOU to / DOUBLE FACE EXIT LIGHTING FIXTURE. ARROWS AS INDICATED. CEILING MOUNTED. Kt COMBINATION EXIT / EM LIGHTING FIXTURE w/ 2 HEADS AND BATTERY. ARROWS AS INDICATED. CEILING MOUNTED. I"�t COMBINATION EXIT / EM LIGHTING FIXTURE w/ 2 HEADS AND BATTERY. ARROWS AS INDICATED. WALL MOUNTED. F1OB1❑ LIGHTING FIXTURE; CAPITAL LETTER DENOTES FIXTURE TYPE. NL I LIGHTING FIXTURE CONNECTED AS A NIGHT LIGHT. F1 81 NL®N LIGHTING FIXTURE CONNECTED AS A NIGHT LIGHT. A-1,3 EACH ARROWHEAD REPRESENTS ONE COMPLETE CIRCUIT; CAPITAL LETTER DENOTES PANEL; NUMBER(S) DENOTES CIRCUIT(S). - - - - - - WIRE & CONDUIT IN OR BELOW FLOOR SLAB OR BELOW GRADE. WIRE & CONDUIT IN WALL OR ABOVE CEILING. JUNCTION BOX. CIRCUIT BREAKER PANEL (SURFACE MOUNTED) 6'-0" TO TOP. CIRCUIT BREAKER PANEL (FLUSH MOUNTED) 6'-0" TO TOP. AREA OF WOP" NEwAwmm architects • engineers ■ ■ www.new-avenue.net 4740 REED ROAD, SUITE 201 UPPER ARLINGTON, OHIO 43220 INFO@NEW-AVENUE.NET 614.884. 8888 SU I LD INCH COMMENT IENT ISSUE BUILDING COMMENT ISSUE71 02/21/2019 PERMIT 'SET 02/15/201S Dublin Presbyterian Church Kitchen Renovation 5775 Dublinshire Drive Dublin, Ohio 43017 MEP ENGINEER: V1wpAFAFMAWMAwJwAwAffffNAff ENGINEERING IN(—,_ 6225 Emerald Parkway Phone: 614,408.3862 Dublin_ Ohio 43016 Email: maild,i-mpengineering.com Project No: 19-0012 ■ ■ OF �I VEnitR E-63372 )(n PFc S T F-11 DNA L MARTIAL LlGkT!NG FLOOfR PLAN C 2019 NEW AVENUE, LLC ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW AVENUE, LLC AND MAY NOT BE USED. DUPLICATED ORALTERED WITHOUT THE WRITTEN CONSF\ l OF NEW AVENUE, LLC ■ IN - - - - -- - T KEYPLAN SCALE: NONE El A ■ X M r D m 1 N ■ �m �zd a�z � x :a _ Al ad-4 �dz Z �mO n y- 'Z— [r, am rmm t ; O ■ a ■ ■ z) m (N O zz C) �m r n M m z x * m O z O C` C c -1 C n m m o D M 7, m X x z z m O m N n Z C 2 0 -i C/) m Z1 m c) m x _c z z p m � Z M . O n � O n z c z 1 m n z m CA 2 D K ;0 r - W D 0 O� O 2 z O 4 O C) r- Z 0 M Z z m 0 O z r m m o- _ w J o r C:r L4 o 00 (A (4 O U7 O) � M O -P� O D T n C FTI z O o4 o aY 0 A 0 0 o 0 D Io Zm p z o 0 0 � �D r > f J o 0 C z ' N m C T_ 0 C D z D D n < x o� z Fn, w O y1 _ m r C v I � II II II II II II II O D C� cD 0) O W Z D Fu w J o -4w O O D 'z U) to ra 00� o n c o m z z z U) m m O z O 2 0 v 0 Q mn =�(DnDm D O F1 r z D z Jzz m Dr<*tm M J (T O CO MO O Cn C M 0000000000 oo0rn I I D D F- F- r I I D== D D D (-I O N O N C N o N c N o � Ul N I o N O N C N c N LO N �I N Cl N C,J N CU V Cfl � C.l �' co CP L- , �m>��>��>��� W C)C9 N I D 6� N N N N C)W f _' 6� N C � N NN N N 00 CP n o 0 0 0 0 0N 1",;) 00000 Co W Ca M O 0 o C J i0 io iJ1 co Lo cn Lo - N O) 0) -1� 41 D D D D DID Ln (n ai M c c X ;;u zy D � U L z m mrI -1 o F] z m rn M rn m z 0 C m � G) M C) pi = m 0 0 � � z m m z z z z z O O z l 0I - a z L-L �E- T s X D Ul m < >LI C c zzl z D m n 0 C Z ri v � c > z O 0 Co z r n �- z 0 z < W e D � D z cn m N()Dm p p O� 0m 0 x m Zm Dm X OAZm m m �x Dx m m x (/) 2 p 0 0 = o X (n m N `z M (n z OC C A D D D 0 D Z D n Z A Z z 0 CNnC) m m (nm m0 M m 0 z0 Z70 = m =D 0 0 mC- n 0 m ;7 ON (m/)�1 D �zDr I g� O X m m0 -1m mDp?0 n p U)C) m n DC �C) O 0o m 0 no O -� Z N o0rz o �X ONE z pX w� o QRmon m < �p Dm m m 2G) on O M m D m m �mmz X � D (min m m o Fri m D {<M-{ n 0 m C:: r- D Z DZo m m �m � n m �m m Wnn D D z z m D ZD m r0�mZ0 0 n g z G)n r. > 0 U) -( f*I fT) C) > C) --i O D m 0< Z 0 056 0 p z ;a mW D 0 00 p CDD m m c) � �m 0 O cnmm p m n D c_D J �D z (AA -1Z z 0 m r � O = _< M O m N >mx r m aA p m-0 D Z � X O mo- O n m � �L0 m >0 0 2mr (Dn K (Dnm O Dm= z m�u y O z m m Z zKG) m m (no m�� C c zz1 m ODN� m m �K �bmz m D ® O m m z � m x x -4 m x p Fn �< � � 0 z z 'i z m c) 0 0 G) N z O ■ = (7) -� m o c) m D n0zr zm Xz=m -9X DDC)= R00r0 0zmr- Fnm-00 XOX6 MNoz< n Z D r 0 m N-< D O 0 A r 0 m m- D< D X D r -1 z N� ll m 0> n D 2 O m �Dzn rX z006 cz �O�mC;D NNZAO O�CD ZD n=COnO cZ1I�(n= '--> 00n I ODNm m0 DZ�p ovooz D=�z nN !'�D-Ir DDn�,Z co*c �0 pm-iD oc� 0�p< (Z!)m0N0 �N m V)> m0r ��0-u ) ?m OD z OZ Zn -4 --A Dz -n 0or� �D�m >xm �� n(n mm(nme 0 mxzm Om r-Dmvm) Frlp�zp NNrV m 0 O< ZD �O ���� Lo m �� mZ m1m < 0 0 �m x rpm �Z�0� DWXM XC) CDC pr D�<m Mo X0r) mOzz0 Wm0T m0� 00zOZ n0ZN �C mZpmp <(mn y�)0co -HrD---i =2CD m OOZ cOZO m�mz z zm�z 0r �mc M* �cNz zm�r� R]m00 �N�� ��� O� p�Op Taxes N� �0 m>�Om Dtc-A- 0-'1N 2-(n2 Z- K z7m m(n0 ___ z W= 0 D(n -ir =Z 2`o m 0 Z N � mm mU) 0 mX om Lnn ZD 0z 0 0Dlm z -i mpr ��7 0 -� < �'2 D �)p 0oFA-4 =D ((AM-0 zZ) om< �pZD yoDm Dfm�zn m2(n zQ(n> (np p m =- X<zn I O DmD mC DD CmND� r0N C 6 0 ��mGZ, -M0 Z0 Oz -1 �Z Uzzn U) D �-� �z1 =gyp �M.-00 TI m.r K� OC � 000p �."0r -ZI �N Am� mz Dz Z�mZ O (nnp D� x D -i O�� m Z m�z G) C)p � CD- ZO O�z (ADOm �CVI DII m= �C)0 r pp 0C) �)C O arm D W mf�T'ID C)C-I m nzmXK ZN N m l7 0 mm -O oa0o � ozz mK C) O�c� =o� �m�X cN0 nmDO q xD cAz (n co o pm. � DA�m z D mN-q -im z0p D mm= 2 Dm �� m� 0 r 0 0� 0- (A pmC)Z O Oz;u C)0 "ten = 2m Dr-Z) (0T)zzm n�z z0 m m=N_� p 0Xr n� rKz �ONX O�Lf) 0 tQ ZZz D -�Z mK�_ =,> nc rOz T;u =(Cn0 p0000dS ONf= orm �O m O0M Co 0m0 m pzm mm �_ m II <N m om T1C �Z zmZ UV)(Cn p� z DDn W Z J n D (ten D ;:0 mf=*'I DNmO Oc pOx DD 0-= Omm� N ,iA �Ln nm Dci ��C)- Z D --r 4 ��C) ��;a 0 r m m�pZ Mmm m-i� mOO mn� p m c) z n 00� C) xmDtn 0=nA �(nc ��� cn0m r rz D m = ZC co mn (n-im0 c� -iyOr mz N c- m =�� m �m� m�a7 (A m = X 0 mp O) c = mD 00 mox c) 0 NCB o N -( z m�cn m ■ U3 r l7 T O 3 M 4 ■ ~ "'t -- SN 00 r, CU rjj m m D r O M Z VI ■ 0 --777 All FEB 2 7 2019 CITY OF DUBLLN I L D I N G STAN D AIR D SS FLAN REVIEW S-T 61 P I- R,� ilh'ABER 0, a0a Ib P E iD0 f AT 0 i'i S G. l FF S OF QT"NDARDS E -71 �-JEA 2111,210 DATE kEoD U-A 1 E QVEC PT. D;z-f E Screen All 'ServiCe (,!,,,u,.!ures & Mechani,al'daits PER CITY CODE CALL PLANNING DIVISION OubGh ?resbteriQr► c!nurch