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Home My WebLink AboutI1720009 Invesque CD SET Addendum No.1_013118MIDWEST – INDIANAPOLIS 9229 D e le g a te s Row Suite 250 Indianapolis, IN 46240 Tel 317 843 5979 F ax 317 843 5975 carsondesign.com Page 1 of 1 A D D EN D UM DATE: 31-JA N U A RY-2018 A D D E N D U M # : 1 PROJECT: Inv e sq ue, Inc. ISSUED BY: C arson D esign Associates T O : G reg Sherwin - G arm o ng M itc h H a nnum – G arm ong Eric H a nnum - G arm o ng COPIES TO: D ennis D echow - Inv e sq ue M ary C oyle - Inv e sq ue PROJECT #: I1720009 This A d d endum shall be incorpora te d into the C ontra ct D o cum ents upon execution of the C ontract for C onstruction. In case of conflict with previous A d d enda or other com m unications, this Addendum shall ta ke preced ence. Each bidder shall prom ptly notify subcontractors and others from w hom he re c eived bids of the relevant contents of this Addendum a nd shall acknowledge receipt of this Addendum in his bid. SEC TIO N : PAG E TA BLE OF ATTAC HM EN TS 1 TABLE O F A TTAC HM EN TS: ARC HITEC TURAL A 000 A 001 A 002 A 003 A 011 A 021 A 211 A 221 A 231 A 241 A 270 A 501 A 551 A 600 A 601 02/26/18 Nick Mishler Sheet Number Sheet Name A000 Cover Sheet A001 General Information and Standard Details A002 2009 ICC/ANSI A117.1 A003 2009 ICC/ANSI A117.1 Restrooms & Parking A011 Code Information A021 Project Standards A211 Construction Floor Plan A221 Reflected Ceiling Plan A231 Electrical Location & Equipment Plan A241 Finish Plan and Notes A270 Enlarged Floor Plans A501 Interior Elevations A551 Interior Sections and Details A600 Door Notes, Elevations, and Details A601 Door Schedule E000 Electrical Notes, Symbols & Schedule E101 Lighting Plan E201 Power & Systems Plan E500 Panel Schedules P-410 04 Plumbing P-420 04 HVAC Piping P-421 Roof Layout Schedule SM-01 Building / Area Duct Plan TRUE SHEET NUMBER: COPYRIGHT 2017 CARSON DESIGN JOB NO. DATE: DRAWING TITLE: STAMP: Drawing List Area Map MEP Requirements Key Plan Carson Design Associates 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Architecture / Design Contact MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 ISSUE: Project Description 01.31.18 I1720009 A000 I1720009 01.31.18 Cover Sheet 211 W. Main St., Carmel, IN 46032 ALIGN Align multigang boxes Room Name 101 1 A101 SIM A101 1 1 A101 SIM - Keyed Note. Refer to Keyed Note Schedule on same sheet. - Door number - Room Name, Size and Number Elevation Number Sheet Number Section Number Sheet Number Detail Number Sheet Number Revision Elevation Target Enlarged Plan or Detail 101 1 Alignment Notation - text may be abbreviated for clarity on sheet, or omitted entirely Wall construction (refer to floor plan) center on window mullion Note: Provide tight fit where wall is coped around any window sill construction. Black neoprene seal adhered to face of mullion and sill cap at all exposed surfaces adjacent to aluminum channel. Aluminum brake metal channel w/ edges returned (color to match window framing system). Edge of sill below. New or existing window mullion 8" Minimum Wall offset, if required, shall be located to allow access to building services such as blinds, roller shades, HVAC diffusers or return air etc. Coordinate final dimension in field, no less than 8" between the new partition and the exterior wall. Match new wall type with existing wall construction to remain. Align face of any new construction w/ face of THE FOLLOWING SECTION OF DETAILS PROVIDES INFORMATION ON RESOURCES AND REQUIREMENTS FOR DISABLED ACCESSIBILITY. THE REQUIREMENTS COMBINE MINIMUM REQUIREMENTS OF LOCAL, STATE, AND FEDERAL AGENCIES. THE PURPOSE OF THIS SECTION IS TO HELP AVOID INSTALLATION OF MATERIALS ON CONSTRUCTION PROJECTS THAT WOULD LIMIT ACCESSIBILITY. THE SCOPE OF THIS SECTION IS LIMITED AND THE INDIVIDUALS WORKING ON THE PROJECT SHOULD FAMILIARIZE THEMSELVES WITH LOCAL ACCESSIBILITY STANDARDS (2009 ICC/ANSI A117.1) AND AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) FOR ADDITIONAL INFORMATION AND REQUIREMENTS. COPIES OF THESE DOCUMENTS MAY BE OBTAINED BY CONTACTING THE FOLLOWING: ADAAG: United States Access Board 1331 F Street NW, Suite 1000 Washington, DC 20004-1111 Voice: (202) 272-0080 or (800) 872-2253 http://www.access-board.gov/guidelines-and-standards/ INTERNATIONAL CODE COUNCIL: 500 NEW JERSEY AVENUE, NW, 6TH FLOOR WASHINGTON, DC 20001 PHONE: 888.4422.7233 IN THE EVENT THE INFORMATION ON THE PLAN SHEETS DOES NOT MEET THE MINIMUM REQUIREMENTS OF THE SECTION, THEN THE INFORMATION SHALL BE PRESENTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION OF SPECIFIC AREA OF WORK. UNIFORM FEDERAL ACCESSIBILITY STANDARDS (ADA) In accordance with accessibility requirements, the following standards shall be included when bidding on projects involving renovations of or new facilities for public accommodation or commercial facilities. Any items not conforming to these or any other standards, codes, or ordinances shall be brought to the attention of the project architect for his interpretation. In the event the information listed in this document conflicts with any portion of the work described in the Contract Documents, the contractor shall notify the Architect, in writing, of his need for a solution to resolve the conflict. The mounting heights indicated are for items that require accessibility by disabled individuals. Where two or more items are grouped in one area (mirrors, sinks, toilets drinking fountains,urinals, shelves, telephones, etc.) not all items in area have to be mounted at handicap height. Mounting heights of items where more than one is furnished in a particular space shall be determined by the Architect in field. These will not furnished in a particular space shall be determined by Architect in field. be installed at H.C. height. Contractor to coordinate these installation heights with other materials for neat, trimmed out and finished appearance. Items for disabled individual use shall be mounted at height indicated for grade level / age level as noted. 1.DOORS AND OPENINGS A.Raised Thresholds and Floor Level Changes at Doorways: Changes in level at doors shall not exceed one-half inch (1/2") in height and shall be beveled with a slope no greater than 1:2. (ICC/ANSI A117.1, Section 303) B.DOOR HARDWARE Handles, pulls, latches, locks, and other operating devices on doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting to operate. The force required to activate door hardware shall be no greater than five lbs. Acceptable designs include lever-operated mechanisms, push-type mechanisms, and U-shaped handles. When sliding doors are fully open, operating hardware shall be exposed and usable form both sides. Doors to hazardous areas such as loading platforms, boiler rooms, mechanical and electrical rooms, stage, and other areas that might be dangerous to a blind person, shall be made identifiable to the touch by a textured surface on the door handle, pull, or other operating hardware. This textured surface may be made by knurling or roughening (no tape allowed). Such textured surfaces shall not be provided for emergency exit doors or any doors other than those to hazardous areas. (ICC/ANSI A117.1, Section 404.2.6) C.DOOR CLOSER If a door has a closer, then the sweep period of the closer shall be adjusted so that from an open position of: (a) 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum. (ICC/ANSI A117.1, Section 404.2.7.1) D.DOOR OPENING FORCE MIRROR ABOVE LAVATORY OR COUNTERTOP To Bottom of 40" MAX. Reflective Surface 74" Min. FULL-LENGTH MIRROR To Bottom of 35" MAX. Reflective Surface 74" Min. GRAB BAR HEIGHT 20" - 25" 25" - 27" TOILET SEAT HEIGHT 12" - 15" GRADE LEVEL/AGE Ages 3 and 4 MOUNTING HEIGHTS FOR WATER CLOSETS SERVING AGES 3 THROUGH 12 15" - 17" WC CENTERLINE DISPENSER HEIGHT Ages 5 and 8 Ages 9 and 12 11" - 12" 18" - 20" 14" - 17" 17" - 19" 12" 14" 12 " - 15" 15" - 18" Clear Floor Space 60" Min. WHEELCHAIR ACCESSIBLE WATER CLOSETS 16" - 18" 17" - 19" AMBULATORY ACCESSIBLE WATER CLOSETS WATER CLOSET LOCATIONS Clear Floor Space 56" MIN. 60" MIN. WATER CLOSET CLEARANCE NOTE: The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, DN 8,439 SF Suite 400 Area Occupant Load = 85 Max Travel Distance Distance Between Exits = 78' - 11" Overall Diagonal Distance = 141' - 5" Max Dead End Distance Common Path of Travel Indicates area not in contract. Refer to floor plans for additional information. E X I T Exit Sign Emergency Wall Pack Point of Egress FEC Fire Extinguisher Cabinet Note: See construction drawing sheets and specifications for full extent of project scope Note: All existing paths of egress remain unchanged in this project unless noted otherwise. Overall Diagonal Distance Max Dead End Distance Max Travel Distance Common Path of Travel PLAN 1 LIFE 3/32" = 1'-SAFETY 0" PLAN SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A011 I1720009 01.31.18 Code Information 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A021 I1720009 01.31.18 Project Standards 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 GENERAL NOTES & REFERENCE SPECIFICATIONS 12. All Gypsum board panel joints and joints to existing construction shall be taped, bedded in joint compound, and sanded smooth with no visible joints. Edge trim, corner beads, and pre-formed reveals shall be bedded in joint compound and sanded smooth with no visible joints. Provide proper backing for all reveals as recommended by manufacturer. 13. In areas to have ceilings open to structure, and where existing gypsum board walls and plaster bulkheads and columns are scheduled to remain, extend and finish gypsum board or plaster to underside of structure. 14. Provide slip track assemblies at the top of all deck-height partitions to allow for 2" structural deflection. 15. Provide type 2 finish unless otherwise noted. 16. Provide level five (5) Gypsum Board finish behind all specialty wall finishes as recommended by Manufacturer's installation guidelines. P. Specifications - Division 09 Tile 1. Tile installation, grout and sealer (as recommended by the manufacturer) shall be installed per manufacturer's recommended methods and instruction, using recommended products and materials to provide a successful installation for proposed conditions. Submittals shall include a brief statement from the manufacturer's representative outlining the understood design intent specific to this project and identifying the appropriate materials contained in the submittal. 2. Tile shall be manufactured in compliance with Standard Grade Requirements of ANSI A137.1 3. Installation of tile shall be in compliance with requirements set forth in Handbook for Ceramic Tile Installation: Floors, Cement Mortar Bed - TCA F121; Walls, Thin-set Portland Cement Mortar - TCA W243; Shower Walls, Thin-set latex Portland Cement Mortar - TCA W244/B415; Shower Receptors, Thin-set latex Portland Cement Mortar - TCA B415; Expansion Joints, TCA EJ171. 4. Drain covers to be flush with top of tile surface. Adjust drain body or provide spacer and longer screws. 5. Provide extra materials equal to 2% of each type, color, and size of tile from same production run as installed materials. Package extra materials and legibly label each package with name of manufacturer, materials name, pattern, color, size, and installation area. 6. Provide appropriate trim tiles to match field tile at all base conditions, inside corners, outside corners, and wainscot caps. 7. Provide Solid Surface (Silestone) thresholds, shaped to provide comfortable transition between ceramic tile or other floor finishes, profile to be shaped to meet ADA requirements. Provide WHITE, honed finish with ASTM C2421 Abrasive Resistance (12 Ha Minimum). 8. Thin-set mortar shall comply with ANSI A118.4. Cement mortar shall comply with ANSI A108.1A. Grout shall comply with ANSI A118.6. Place mortar on properly prepared substrate, as per manufacturer's instruction. Follow instructions for protection, curing, sealing, and cleaning of tile and grout. 9. At tiled showers, provide field constructed shower liner with appropriate waterproofing extended up adjacent walls, equal to SCHLUTER SYSTEMS KERDI system. Install as per manufacturer's instructions. Special care is to be taken around shower drain, inside corners, and all penetrations through the waterproofing system. 10. Refer to Finish Legend for scheduled and specified products. Q. Specifications - Division 09 Acoustical Ceilings DN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN A501 1 Typ. 12' - 0" +/- 5' - 0 5/8" 12' - 7 3/4" 13' - 0 5/8" M3 G M3S D M3S D M3S D M3S D M3S D M3S D M3S D M3S.1 +6" M3 G M3S D M3S D M3S D M3S D M3S D M3S D M3S.1 +6" M3S.1 +6" M3S.1 +6" M3.1 G M3.1 D M5 B S W S S S S 1 2 3 4 5 6 7 8 P1 A B C D E F G H ? ? P1 P1 P1 D1 D1 F1 F1 F1 F1 F1 F1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K2 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K2 K1 K1 K2 K1 K1 K1 K1 K1 K1 K1 K1 D1 D1 D1 D1 D1 D1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K2 K1 K1 K1 DN GFCI +42" +42" +42" +42" +42" GFCI D D +54" 1/1 +54" +54" TV +54" TV +54" TV D D +54" U181813 U183013F F183013U U181813 U181813 U183013F U181813 F183013U 181840BCR 181840BCL 181840BCR 181840BCL MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 RS3078TL RS3078TR RS3078TL RS3078TR DMD4410 DP3040 DMD4410 DP3040 1033.BK2.T.AR4 DMD4410 DP3040 DMD4410 DP3040 1033.BK2.T.AR4 1033.BK2.T.AR4 1033.BK2.T.AR4 U181813 U183013F U181813 F183013U U181813 U183013F F183013U U181813 181840BCR 181840BCL 181840BCR 181840BCL MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 DN 1 2 3 4 5 6 7 8 P1 A B C D E F G H Office 403 WB1 P1 CPT2 Office 404 WB1 P1 CPT2 Office 405 WB1 P1 CPT2 Office 406 WB1 P1 CPT2 Office 407 WB1 P1 CPT2 Office 408 WB1 P1 CPT2 Office 409 WB1 P1 CPT2 Office 410 WB1 P1 CPT2 Lounge 411 WB1 PT1/PT2 LVT1 Office 412 WB1 P1 6 A501 A501 7 A501 8 10' - 10" 1' - 10" 10' - 4" EQ. EQ. F A501 9 V IF 5' - 2" VIF 1' - 7 1/4" 1' - 8" 3' - 11 3/8" R 0' - 2" EP1 GENERAL NOTES - TOILET ROOM A. All plumbing fixtures indicated as accessible, TAS-compliant, and/or ADA compliant shall comply with all applicable A.D.A. and Building Code requirements. Refer to ADA details at Sheets A002 and A003. SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A270 I1720009 01.31.18 Enlarged Floor Plans 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 1 Breakroom 1/2" = 1'-0" Island 2 Shower 1/2" = 1'-0" KEYED NOTES - ENLARGED PLAN EP1 Alt. No.2: Add alternate - wall tile in shower with shower pan. (accpeted) Base bid - fiberglass fitted shower surround. 02/26/18 Nick Mishler ALIGN P3 P3 P3 Lay-in ceiling 8" ALT. NO.1 - Custom wood blades, suspeneded fom deck above paint all sides including underside P3 Alt. NO.4 - back wall to be CWT1 All cabinets to be stock cabinets typ. E1 E3 WD1 WB1 QZ1 14' - 11 1/8" +/- VIF HOLD hold required dimension for specified refrigerator, be sure refrigerator door doesnt swing into and damage adjacent wall. water sprayer and garbage disposal. ADA compliant sink base cabinet 2 A551 3 A551 4 A551 10" 9' - 2" 7' - 0" 2' - 10" 1' - 8" 2' - 6" Verify dimensions with stock cabinets WD1 1/4" thick Glass panel with custom logo vinyl application 5" 5" 5" 5" 1/4" thick glass with custom transparent vinyl reeding (stripes) WD1 9' - 3 5/8" +/- 9' - 10" 2" 2' - 4" 5' - 4 1/4" CL 2" 3' - 3 5/8" 5' - 0" 5' - 6 1/4" 2' - 9 1/2" 2" 2" Refer to Elevations 2 1/2" 2' - 1" 1' - 2" Refer to Elevations Refer to Elevations Finish face of wall Adjustable 3/4" Plastic Laminate Shelving, Typical, on full-height Knape & Vogt #255 and #256 zinc adjustable shelf standards and brackets. Strip task light (where occurs), mounted under cabinet. Submit options to designer for approval. Cabinet Pulls. Refer to Millwork general notes. Adjustable 1" Shelf Cabinet Pulls. Refer to Millwork general notes. Countertop as Scheduled. Refer to Finish Plans and Elevations for Color/Type. Standard 4"H toe kick Full height backsplash. Full-extenstion drawer glides, typ. varies Bulkhead above 1 1 1 2' - 1" 1" Refer to Elevations 2' - 0" 1' - 2" Var. 6" 1 1/2" V.I.F. 3" Full-extension drawer glides, typ. Finish face of wall Cabinet Pulls. Refer to Millwork general notes. Countertop as Scheduled with 4" high backsplash where occurs. Refer to Finish Plans and Elevations for Color/Type. Provide plastic laminate toekick to match adjacent cabinets. Scribe to floor. Height to match adjacent scheduled base. Refer to Finish Plan and Elevations for Color/Type. Full Height Backsplash, typ. (where occurs). Refer to Elevations for locations. See Finish Plan for Color/Type. Finish face of wall Countertop as Scheduled. Refer to Finish Plans and Elevations for Color/Type. Line of Cabinet Door beyond. ADA Compliant Stainless Steel Sink with Gooseneck Faucet and Lever Type Handles. NOTE: 2'-10" dimension is to the TOP lip of the sink. If counter mounted porcelain or 5/8" G.W.B. 3 5/8" METAL STUDS DOOR (REFER TO DOOR SCHEDULE) HOLLOW METAL FRAME 2" 1/2" 1 3/4" 1 3/4" 5/8" G.W.B. 3 5/8" METAL STUDS DOOR (REFER TO DOOR SCHEDULE) HOLLOW METAL FRAME 2" 5 7/8" 1 3/4" 1 3/4" 1/2" 5/8" G.W.B. 1/4" TEMPERED GLASS TIMELY FRAME 3 5/8" METAL STUDS CONT. WOOD BLOCKING 1 1/2" 1/4" TEMPERED GLASS 5/8" G.W.B. ALUMINUM FRAME 3 5/8" METAL STUDS CONT. WOOD BLOCKING 1 1/2" 1/4" TEMPERED GLASS ALUMINUM FRAME CONT. WOOD BLOCKING CONCRETE FLOOR SLAB 3/8" 1 1/2" SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Wall Construction - Refer to Floor Plan for Wall Type Door Frame (Typ.) Note: Unless otherwise noted or dimensioned on plans, provide 6" of space at hinge side of door frames. Wall Construction - Refer to Floor Plan for Wall Type Door Frame (Typ.) 6" 6" Flush 4" 4" Tempered Glass Frameless 1 Single Door Frame Single Door w/Sidelight Frame 1/4" Clear tempered glass - See Door Schedule for sidelight width. Varies - See Construction Plan for dimension Features Stopworks functions by turn piece Latchbolt with anti- friction tongue Auxiliary guarded latch Deadbolt Symbols Inside lever Turn piece Outside lever Cylinder Cylinder turn Coin turn Solid spindle Two piece spindle Emergency turn piece Occupancy indicator DO NOT DISTURB Passage Lock Latchbolt retracted by lever from either side at all times. Bath/Bedroom Privacy Lock Latchbolt retracted by lever from either side unless outside is locked by inside turn piece. Turning inside lever or closing door unlocks outside lever. To unlock from outside, remove emergency button, insert emergency turn (furnished) in access holde and rotate. Office and Inner Entry Lock Latchbolt retracted by lever from either side unless outside is made inoperative by key outside or by turning inside thumbturn. When outside is locked, latchbolt is retracted by key outside or by lever inside. Outside lever remains locked until thumbturn is returned to vertical or unlocked by key. Auxiliary latch deadlocks latchbolt when door is closed. Classroom Lock Latchbolt retracted by lever from either side unless outside is locked by key. Unlocked from ouside by key. Inside lever always free for immediate exit. Auxiliary latch deadlocks latchbolt when door is closed. Electrically Locked (Fail Safe) Outside lever continuously locked by 24V AC or DC. Latchbolt retracted by key outside or by lever inside. Switch or power failure allows outside lever to retract latchbolt. Auxiliary latch deadlocks latchbolt when door is closed. Inside lever always free for immediate exit. Electrically Unlocked (Fail Secure) Outside lever unlocked by 24V AC or DC. Latchbolt retracted by key outside or lever inside. Auxiliary latch deadlocks latchbolt when door is closed. Inside lever always free for immediate exit. Corridor Lock Latchbolt retracted by lever from either side. Deadbolt thrown or retracted by key outside or inside thumbturn. Throwing deadbolt locks outside lever. Turning inside lever simultaneously retracts deadbolt and latchbolt, and unlocks outside lever. Closet/Storeroom Lock Latchbolt retracted by lever from either side. Deadbolt extended or retracted by key outside. Privacy With Turns Both Sides Latchbolt retracted by lever from either side unless outside is locked by inside or outside thumbturn. Operating inside lever, closing door or rotating either thumbturn unlocks outside lever. Privacy With Deadbolt Latchbolt retracted by lever from either side. Deadbolt thrown or retracted by inside thumbturn. Throwing deadbolt locks outside lever. Rotating inside lever simultaneously retracts deadbolt and latchbolt, and unlocks outside lever. To unlock from outside, remove emergency butoon, insert furnished turn piece in access hole and rotate. Keyed Lock With "OCCUPIED" Indicator Latchbolt retracted by key outside or by lever inside. Outside lever always fixed. Deadbolt thrown or retracted by inside thumbturn. When deadbolt is thrown, "OCCUPIED" plate is displayed and all keys become inoperative except emergency keys. Turning inside lever simultaneously retracts both deadbolt and latchbolt. Auxiliary latch deadlocks latchbolt when door is closed. OCCUPIED Privacy With "OCCUPIED" Indicator Lever retracts latchbolt from either side. Deadbolt thrown or retracted by key outside (retraction by key required in the event of an emergency) or inside thumbturn. Throwing deadbolt locks outside lever and displays "OCCUPIED" plate. Rotating inside lever simultaneously retracts both deadbolt and latchbolt and unlocks outside lever. OCCUPIED Storeroom Lock Latchbolt retracted by key outside or by lever inside. Outside lever always inoperative. Auxiliary latch deadlocks latchbolt when door is closed. Entrance Lock Latchbolt retracted by lever from either side unless outside is locked by 20 degree rotation of thumbturn. Deadbolt thrown or retracted by 90 degree rotation of thumbturn. When locked, key outside or lever inside retracts deadbolt and lachbolt simultaneously. Outside lever remains locked until thumbturn is restored to vertical position. Throwing deadbolt automatically locks outside lever. Auxiliary latch deadlocks latchbolt when door is closed. 1 TYP. 1" = 1'-0" DOOR JAMB DETAIL GENERAL NOTES - DOOR & HARDWARE 1 Door stops to be wall mounted baseboard stops unless otherwise noted in door schedule remarks. Provide blocking inside wall for all wall mounted stops. Install wall stop just above base. 2 All new and existing doors to receive building standard lever handles. 3 All existing doors to be repaired for any damaged, scratched or worn areas. 4 All office doors to receive (1) coat hook Mockett CH23 (equipment code TA20) or equal. All coat hooks to be mounted on center of door at 5'-0" a.f.f. 5 Egress doors shall be readily openable from the egress side without the use of a key, special knowledge or effort. In group A occupancies having an occupant load less than 300, and group B,M & S occupancies, the main exterior door(s) are permitted to be equipped with key operated locking devices or deadbolt from the egress side provided that the locking device is readily distinguishable as locked and a readily visible durable sign is posted on the egress side on or adjacent to the door stating "This door to remain unlocked when building is occupied". The sign shall be 1" high letters on a contrasting background. Refer to 2015 International Building Code Section 1010.1.9.3,2.2 (Verify with local building code requirements). 6 Hardware Specifications given communicate performace and design intent. Contractor shall coordinate hardware submittal to comply with all building standard styles, finishes and specifications. Substitutions may be allowed unless noted otherwise. 7 Contractor shall coordinate scope for all security devices, conduit, power and junction box requirements with security vendor. 8 All access-controlled egress doors shall comply with IBC 2015 Section 1010.1.9 and .9. Door hardware supplier shall verify compliance and recommend to Architect any modifications to the door hardware group as required. 9 Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 1010.1.9. (TAS 404.2.7). Operable parts of such hardware shall be 34 inches minimum and 48 inches maximum above the finish floor or ground. DOOR TYPE LEGEND FRAME TYPE LEGEND SCHEDULE - HARDWARE TYPES Set # Quantity Hinge Type Latch/Lock/Pull Set Bolt Type Electronic Access Control Quantity Stop Type Quantity Mutes Quantity Closer Holder Perimeter Seals Bottom Seal Threshold Kickplate Accessories Finish Hardware Comments 2 4 Hager BB1279 Passage Latch Set -- -- 1 Hager 241F 1 standard brush on frame 0 - 626 - Satin Chrome Wood DR or GL/AL Door 4 4 Hager BB1279 Office Lock Set -- -- 1 Hager 241F 1 standard brush on frame 0 - 626 - Satin Chrome Wood DR or GL/AL Door SCHEDULE - DOOR TYPES Door Number Description Door Frame Fire Rating Hardware Manufacturer W H T Door Type Door Material Door Finish Frame Type Comments Frame Material Frame Finish Use Set # 402 Single Wood Door Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame AL Building Standard Frame -- Passage Door 2 403 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 2'-0" sidelite 404 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 2'-0" sidelite 405 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 2'-0" sidelite 406 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 2'-0" sidelite 407 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 2'-0" sidelite 408 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 2'-0" sidelite 409 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 2'-0" sidelite 410 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 2'-0" sidelite 412 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 2'-0" sidelite 413 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 2'-0" sidelite 414 Single Wood Door with Sidelite Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame with Sidelite AL Building Standard Frame -- Passage Door 2 See Elevation 4/A501 for dimensions. VIF 417 Single Wood Door Marshfield Door / Timely Frame 3' - 0" 7' - 0" 1 1/2" Flush Door SCWD Building Standard Door Single Door Frame AL Building Standard Frame -- Office Door 4 DOOR HARDWARE LEGEND SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A601 I1720009 01.31.18 Door Schedule 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - 1 Addendum Addendum No. No.1 1 12.01.28.31.17 18 1 1 02/26/18 Nick Mishler Tel 317.843.5979 Fax 317.843.5975 A600 I1720009 01.31.18 Door Notes, Elevations, and Details 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 1 DOOR 3" = 1'-0" DETAIL-TIMELY DOOR HEAD GENERAL NOTES - DOOR & HARDWARE 1 Door stops to be wall mounted baseboard stops unless otherwise noted in door schedule remarks. Provide blocking inside wall for all wall mounted stops. Install wall stop just above base. 2 All new and existing doors to receive building standard lever handles. 3 All existing doors to be repaired for any damaged, scratched or worn areas. 4 All office doors to receive (1) coat hook Mockett CH23 (equipment code TA20) or equal. All coat hooks to be mounted on center of door at 5'-0" a.f.f. 5 Egress doors shall be readily openable from the egress side without the use of a key, special knowledge or effort. In group A occupancies having an occupant load less than 300, and group B,M & S occupancies, the main exterior door(s) are permitted to be equipped with key operated locking devices or deadbolt from the egress side provided that the locking device is readily distinguishable as locked and a readily visible durable sign is posted on the egress side on or adjacent to the door stating "This door to remain unlocked when building is occupied". The sign shall be 1" high letters on a contrasting background. Refer to 2015 International Building Code Section 1010.1.9.3,2.2 (Verify with local building code requirements). 6 Hardware Specifications given communicate performace and design intent. Contractor shall coordinate hardware submittal to comply with all building standard styles, finishes and specifications. Substitutions may be allowed unless noted otherwise. 7 Contractor shall coordinate scope for all security devices, conduit, power and junction box requirements with security vendor. 8 All access-controlled egress doors shall comply with IBC 2015 Section 1010.1.9 and .9. Door hardware supplier shall verify compliance and recommend to Architect any modifications to the door hardware group as required. 9 Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 1010.1.9. (TAS 404.2.7). Operable parts of such hardware shall be 34 inches minimum and 48 inches maximum above the finish floor or ground. 2 DOOR 3" = 1'-0" DETAIL-TIMELY DOOR JAMB 3 DOOR 3" = 1'-0" DETAIL-TIMELY GLASS HEAD 4 DOOR 3" = 1'-0" DETAIL-TIMELY GLASS JAMB 5 DOOR 3" = 1'-0" DETAIL-TIMELY SILL 117 1 Addendum No. 1 12.28. 1 1 1 1 02/26/18 Nick Mishler cast iron sink is specified, the height of the countertop must be reduced to account for the dimension of the rim. Hafele 271.05.906 Hook Fasteners (Typical Top and Bottom and at Both Ends of Each Removable Panel) Provide finished ends on adjacent cabinets 3/4" removable Plastic Laminate Panels. Panels to be full width of Knee Space at sink. 2' - 5" (29" Min.) 5" 2' - 10" Max. Dashed line represents knee clearance required by TAS. 6" Min. 9" 3 1/2" 1 1/2" 2' - 1" 9" MIN. 8" 2' - 1" Refer to Elevations Specified equipment shown dashed, confirm exact dimensions prior to fabrication of base cabinet. Rakks surface mount support bracket - space at 4'-0" max. Finish face of wall 1 1/2" 1" Countertop as Scheduled with 4" high backsplash where occurs. Refer to Finish Plans and Elevations for Color/Type. 1' - 6" Provide recessed utility box connections where required and necessary electrical devices at equipment, refer to electrical plan 1/2" thick wood, WD1 3" 3" 1/2" 3/4" Black reveal Plastic laminate beyond Miter all joints 3' - 6" 1/2" 3' - 3" 3" 1 1/2" 2' - 0" Cabinets to be stock, TBD WD1 beyond 1/2" thick wood, WD1 1' - 10" plastic laminate panel, PL1 QZ1 backsplash, 3/4" thick seal with clear caulk 3" 3' - 6" 2' - 10" QZ1 countertop 1 1 black reveal 9' - 10" 5" 3' - 9 1/4" 2" 2' - 0" 2" 2' - 10 3/4" 5" wood frame glass signage, vinyl application glass, with vinyl application 2" 2 7/8" wood frame for signage slot for glass signage, clear bead of caulk slot for glass signage, clear bead of caulk 1/4" glass, with vinyl application Finished Drywall, typ. Finished Deck Metal Stud steel rods to anchor lower half of bulkhead for support Breakroom side lay-in ceiling copper pipes (10'-8"AFF) copper pipes painted blue this side only or until pipes are not visible. VIF smallest dimension possible SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A551 I1720009 01.31.18 Interior Sections and Details 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 SECTION DETAIL 3 Base 3/4" = 1'-0" and Upper Cabinet SECTION DETAIL 1 Drawer 3/4" = 1'-0" Base Cabinet (Box/Box/File) SECTION DETAIL 4 Accessible 3/4" = 1'-0" Sink Section F.H. Backsplash SECTION DETAIL 2 Base 3/4" = 1'-0" - Equipment GENERAL NOTES - MILLWORK A. All casework shall be stock cabinets.Home Depot Thomasville 1904 line. Shaker style in color white. B. All countertops shall be QZ1, unless noted otherwise. C. All cabinet pull hardware shall be submitted to the designer for approval. Brushed Nickel Finish D. All cabinet typical drawers shall have soft closing glides. E. Allow for a base cabinet with a trash recepticle on glides. F. Unless otherwise noted on this drawing, refer to Finish Plan and Notes Sheet for all finish selections. G. Unless otherwise noted on this drawing, refer to Finish Plan and Notes Sheet for all cabinet types, manufacturers and hardware selections. H. Where cabinets meet, do not provide full depth end panel, to allow for installation of task ligh, verify task lighting type with designer. J. Where filler strips are required between cabinets, casework, etc. and adjacent walls, provide matching, equal size strips at each end by cabinet contractor. K. Unless otherwise noted on this drawing, all countertops must be continuous. All countertops without backsplashes must be scribed to the wall as noted on sections and details. M. Provide an eased edge along exposed edges (front and sides of countertop). N. Contractor shall be responsible for the field verification of all dimensions, rough openings and job conditions prior to beginning fabrication of any work shown or noted on this drawing. Contractor must coordinate with Architect any discrepancies between what is shown or noted on this drawing and actual field verification conditions. O. Provide wood blocking as required. P Unless otherwise noted, sinks (where indicated) will be centered within the width of the base cabinet. See plans and/or elevations for cabinet widths. Q. Where garbage disposals are indicated, provide a wall mounted switch as near as possible to 8" from centerline of sink with bottom of switch plate min. of 2" above top of backsplash. ***NOTE: USE SECTIONS OF STOCK CABINETS FOR DESIGN INTENT ONLY. MAKE STOCK PRODUCT SELECTIONS BASED ON THESE NOTES.*** 5 Island 1" = 1'-0" Section Detail 6 Island 1" = 1'-0" Section Detail 2 7 Custom 3/4" = 1'-0" Wall Section 10 Breakroom 1" = 1'-0" Bulkhead Detail 1 1 1 1 1 Addendum No. 1 12.28.17 02/26/18 Nick Mishler 76° 76° 4 1/2" 7 A551 1/4" thick glass with custom transparent vinyl reeding (stripes) WD1 E4 P3 P3 P3 paint all sides including underside P3 P1 All cabinets to be stock, typ. WB1 2' - 10" 4" 2' - 2" 2' - 6" 13' - 0" 1 A551 1 A551 3 A551 (EQ.) 6 3/4" (EQ.) 6 3/4" (EQ.) 6 3/4" SS1 ALT. NO. - Timely Frame with large glass sidelight Paint P1 1' - 0" 1' - 0" Butt-joint glazing, no mullion paint clear dry erase wall product over P2 WB1 bulkhead Paint P2 Open to Beyond dry erase paint line QZ1 WD1 3' - 6" 2' - 10" All cabinets to be stock 6' - 6" 3" 3" 3" 10' - 10" 10' - 2 1/4" Quartz backsplash, QZ1 1 5 A551 WD1 countertop and waterfall sides Stock cabinet finished end QZ1 3/4" black reveal 1 WD1 3' - 6" 3" 3" 3" plastic laminate panel, PL1 miter joints 3/4" black reveal 3' - 3" 10' - 10" 6 A551 3' - 3" 1 1' - 6" 1 1/2" 3' - 11 3/8" Rakks type bracket for bench seating, typ. Plastic laminate seat, provide necessary blocking. Coat/robe hooks, provide necessary blocking. Epoxy based scrubbable paint to match existing color. 4" Ceramic Tile Base to match existing 2" radius corner 4' - 0" TA20 typ. GENERAL NOTES - MILLWORK A. All casework shall be stock cabinets.Home Depot Thomasville 1904 line. Shaker style in color white. B. All countertops shall be QZ1, unless noted otherwise. C. All cabinet pull hardware shall be submitted to the designer for approval. Brushed Nickel Finish D. All cabinet typical drawers shall have soft closing glides. E. Allow for a base cabinet with a trash recepticle on glides. F. Unless otherwise noted on this drawing, refer to Finish Plan and Notes Sheet for all finish selections. G. Unless otherwise noted on this drawing, refer to Finish Plan and Notes Sheet for all cabinet types, manufacturers and hardware selections. H. Where cabinets meet, do not provide full depth end panel, to allow for installation of task ligh, verify task lighting type with designer. J. Where filler strips are required between cabinets, casework, etc. and adjacent walls, provide matching, equal size strips at each end by cabinet contractor. K. Unless otherwise noted on this drawing, all countertops must be continuous. All countertops without backsplashes must be scribed to the wall as noted on sections and details. M. Provide an eased edge along exposed edges (front and sides of countertop). N. Contractor shall be responsible for the field verification of all dimensions, rough openings and job conditions prior to beginning fabrication of any work shown or noted on this drawing. Contractor must coordinate with Architect any discrepancies between what is shown or noted on this drawing and actual field verification conditions. O. Provide wood blocking as required. P Unless otherwise noted, sinks (where indicated) will be centered within the width of the base cabinet. See plans and/or elevations for cabinet widths. Q. Where garbage disposals are indicated, provide a wall mounted switch as near as possible to 8" from centerline of sink with bottom of switch plate min. of 2" above top of backsplash. SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A501 I1720009 01.31.18 Interior Elevations 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 1 Breakroom 3/8" = 1'-0" 2 Custom 3/8" = 1'-0" Signage Wall 3 Copy 3/8" = 1'-0" 4 Conference 3/8" = 1'-0" Glass Partition 5 Lounge 3/8" = 1'-0" 6 Breakroom 3/8" = 1'-0" Island Front View 7 Breakroom 3/8" = 1'-0" Island Side View 8 Breakroom 3/8" = 1'-0" Island Back View 9 Elevation 3/8" = 1'-0" 1 - a 1 1 1 1 1 1 Addendum No. 1 12.28.17 02/26/18 Nick Mishler CPT2 Office 413 WB1 P1 CPT2 Conference 414 WB1 P1 CPT2 Open Office 415 WB1 P1/P3 CPT1/CPT2 Breakroom 401 WB1 PT2/PT3 LVT1 Corridor 421 WB1 P1/P2 CPT1 Wellness/Conference 417 WB1 P1 CPT1 Janitor 418 PT-1 IT / Storage 419 EX P1 Shower 416 CBT1 PT1/CWT1 CFT1 Corridor 400 WB1 PT2 CPT1 Entrance 400 WB1 P1/P2 CPT1 90° P3 P3 P2 P2 P2 P2 Storage 402 WB1 P1 CPT1 P4 P4 P4 P4 P4 P4 P4 P4 P4 P4 82° F1 F1 F1 F1 1 1 P2 F2 P2 P4 1 P4 Indicates Finish Material. Indicates Keynotes. PT1 2 Indicates finish material. Arrows indicate extent of finish. Wall Room name 101 Floor Wall Base PT1 CPT1 CPT2 1 FINISH 1/8" = 1'-0" PLAN FINISH NOTES 1. General A. REFER TO GENERAL NOTES AND REFERENCE SPECIFICATIONS ON A0 SERIES SHEETS FOR SPECIFICATIONS REGARDING NEW CONSTRUCTION AND FINISHES. B. Dimensions are taken from the face of masonry walls, column centerlines, finish face of existing walls and/or stud face of new walls unless otherwise indicated. C. Verify all critical dimensions within and/or related to the exisitng building dimensions and conditions indicated by visual survey and/or information from existing drawings. D. Field verify all dimensions indicated as either +/- or V.I.F. (Verify in field). E. Refer to Finish Legend and finish plan for all required finish information. F. Plans are not to be scaled for finish information or dimensions. Contact the Architect/Designer for clarification of finish information or dimensions. G. Provide finish materials with flame spread and smoke developed ratings per code required limits, based on ASTM E-84 Test Method 2. Painting/Staining A All metal doors to be painted PT1(semi-gloss finish), unless noted otherwise. B All painted metal door frames to be painted PT1 (semi-gloss finish), unless noted otherwise. C Refer to Door Schedule and Details Sheet for Door information. D Paint begins from wall edges and corners, unless otherwise noted. E Metal stair railings, risers, and stringers to be primed with appropriate primer and painted PT1 (semi-gloss finish), unless noted otherwise. 3. Furniture/Equipment A Verify all existing equipment and furniture sizes. B Existing furniture or equipment shown as dashed and/or not identified are not part of this work and are to be supplied and installed by the owner/tenant. 4. Flooring A All carpet shall be CP1, unless noted otherwise. B All VCT shall be RF1, unless noted otherwise. C All ceramic tile shall be CM1, unless noted otherwise. D If applicable, floors in toilet and bathing rooms shall have a smooth, hard, nonabsorbent surface that extends onto the adjacent wall surfaces at a minimum of 6" above finish floor. E Grout joints on floor tile to be 1/8" width, unless otherwise noted. Grout joints on wall tile to be 1/8" width unless otherwise noted. If manufacturers recommended installation instructions differ from this contractor to notify designer of condition. F Flooring contractor to submit floor seaming diagram to Architect/Designer for review and approval. G Sheet vinyl welding rods to be used on seams where two colors join. All other seams to be chemically bonded. Welding rod color for sheet vinyl is to match unless otherwise noted. 5. Ceilings/Walls A All walls shall be painted P1, unless noted otherwise. B All base shall be WB1, unless noted otherwise and is to be provided in rolled goods format. C All ceiling shall be CL1, unless noted otherwise. D All vertical faces of bulkheads to be painted standard ceiling white, unless otherwise noted. E All under side of bulkheads to be painted standard ceiling white, unless otherwise noted. F Gypsum board ceilings to be painted standard ceiling white, unless otherwise noted. G Existing typical ceiling height is _'-_". Contractor should verify all critical dimensions when determining wall finish requirements. KEYED NOTES - FINISHES F1 Align floor pattern with outside face (open office side) of bulkhead above. F2 Provide vertical metal U-channel here if needed to seperate paint colors. Verify in the field and consult designer prior to installation. F3 F4 F5 F6 F7 F8 F9 F10 SCHEDULE - FINISH LEGEND Mark Description Manufacturer Pattern Model Comments Wall Base Finish CFT1 Ceramic Floor Tile TBD TBD TBD To match Core & Shell building standard CL1 Acoustic Ceiling Tile 24 x 24 Armstrong White Cirrus Tegular 2'x2' Tile CPT1 Carpet Tile J+J Flooring Group Terra Firma Modular 7958 Color: 2014 Badwater Installation Method: Ashlar (24"x24") WB1: Johnsonite Charcoal 4" Continous Cove - Vinyl CPT2 Carpet Tile J+J Flooring Group Milky Way 7956 Color: 2014 Badwater Installation Method: Ashlar (24"x24") WB1: Johnsonite Charcoal 4" Continous Cove - Vinyl CWT1 Ceramic Wall Tile Interceramic Wall Tile Collection Group 3 Bold Tones - Classic Navy 3"x6" tile; grout: Laticrete Specktralock epoxy in color 60 Dusty Grey CWT2 Ceramic Wall Tile TBD TBD TBD To match Core & Shell building standard GL1 Clear Tempered Glazing TBD N/A Clear Tempered Glazing LVT1 Luxury Vinyl Tile Shaw Contract Flooring Solitude 0648V Color: Umber 48761 Stagger Installation method WB1: Johnsonite Charcoal 4" Continous Cove - Vinyl P1 Generic Paint Sherwin Williams SW 7008 Alabaster Eggshell Finish WB1: Johnsonite Charcoal 4" Continous Cove - Vinyl P2 Accent Paint Sherwin Williams SW 7066 Gray Matters Eggshell Finish WB1: Johnsonite Charcoal 4" Continous Cove - Vinyl P3 Accent Paint Sherwin Williams SW 7615 Sea Serpent Eggshell Finish Paint exposed deck above P3 in flat finish P4 Dry Erase Paint MDC Clear Fuze Install over specified paint color P5 Exposed Column Paint Sherwin Williams SW 7069 Grizzle Gray Gloss PL1 Plastic Laminate Wilsonart D91-60 Slate Grey vertical panel at breakroom island QZ1 SS1 Solid Surface Wilsonart Soothing Grey 9116GS WD1 Wood Wood Stain to match Armstrong Woodworks Natural Variations Walnut FINISH KEY SCHEDULE - FINISH PLAN ABBREVIATIONS Category Key Name Comments on Finish Ceramic CFT / CWT Anything requiring a setting bed and grout, including stacked stone Ceiling CL Acoustical, specialty and wood Carpet CP Includes carpet base Existing To Remain EX Fabric FB Upholstery and window covering including leather and vinyl Glass GL Back Painted, filmed, patterned, fritted, textured and mirrors LVT LVT Luxury Vinyl Tile Miscellaneous MA Covers items not covered in other categories Not In Contract NIC Plastic Laminate PL Any laminate applied to a substrate including metal, plastic and wood Paint PT Includes paint treatments like Zolotone Quartz QZ Solid Surface SS Corian, 3 Form, Silestone, Avonite, Compac Verify In Field VIF Wall Base WB All wall bases including rubber, vinyl, and wood- excluding stone and carpet bases Wood WD Real wood in all applications excluding base Finish Legend Key XD Indicates finish to be determined SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A241 I1720009 01.31.18 Finish Plan and Notes 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 0' 1/8" = 1'-0" 8' 4' 8' 16' PLAN CARPET KEY LEGEND 1 1 1 1 Addendum No. 1 12.28.17 02/26/18 Nick Mishler MTL228 RS3078TL RS3078TR RS3078TL RS3078TR DMD4410 DP3040 DMD4410 DP3040 1033.BK2.T.AR4 DMD4410 DP3040 DMD4410 DP3040 1033.BK2.T.AR4 1033.BK2.T.AR4 1033.BK2.T.AR4 U181813 U183013F U181813 F183013U U181813 U183013F F183013U U181813 181840BCR 181840BCL 181840BCR 181840BCL MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 RS3078TL RS3078TR RS3078TL RS3078TR DMD4410 DP3040 DMD4410 DP3040 1033.BK2.T.AR4 DMD4410 DP3040 DMD4410 DP3040 1033.BK2.T.AR4 1033.BK2.T.AR4 1033.BK2.T.AR4 U181813 U183013F U181813 F183013U U181813 U183013F F183013U U181813 181840BCR 181840BCL 181840BCR 181840BCL MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 RS3078TL RS3078TR RS3078TL RS3078TR DMD4410 DP3040 DMD4410 DP3040 1033.BK2.T.AR4 DMD4410 DP3040 DMD4410 DP3040 1033.BK2.T.AR4 1033.BK2.T.AR4 1033.BK2.T.AR4 U181813 U183013F F183013U U181813 U181813 U183013F U181813 F183013U 181840BCR 181840BCL 181840BCR 181840BCL MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 MTL228 RS3078TL RS3078TR RS3078TL RS3078TR DMD4410 DP3040 DMD4410 DP3040 1033.BK2.T.AR4 DMD4410 DP3040 DMD4410 DP3040 1033.BK2.T.AR4 1033.BK2.T.AR4 1033.BK2.T.AR4 1 2 3 4 5 6 7 8 P1 A B C D E F G H E1 E1 E1 E1 E1 E1 E1 E1 E1 Office 403 Office 404 Office 405 Office 406 Office 407 Office 408 Office 409 Office 410 Lounge 411 Office 412 Office 413 Conference 414 Open Office 415 Corridor 421 Corridor 400 IT / Storage 419 Wellness/Conference 417 Janitor RESTROOM RESTROOM Shower 416 Entrance 400 Elevator STAIR 4 STAIR 3 Copy 416 E3 E3 E3 E3 E3 E3 E3 E3 E2 E5 E6 E1 E3 E6 E4 Breakroom 401 Storage 402 E4 E7 E3 9' - 11" EQ. EQ. E8 E8 E8 1 1 E8 1 E9 E2 E7 E8 TA20 TA20 TA20 TA20 TA20 TA20 TA20 TA20 TA20 TA20 +42" Wall mounted dedicated duplex outlet on dedicated circuit at standard height. Special mounting height indication for wall outlets. Taken to centerline. Wall mounted electrical J-box outlet Thermostat Wall mounted duplex outlet at standard height. Wall mounted duplex ground fault circuit interrupt outlet at standard height. Wall mounted data outlet. Wall mounted audio / video box. Wall mounted cable television box. Wall mounted telephone and data shared outlet (1 Data / 1 Voice U.O.N.) Wall mounted quadruplex outlet at standard height. Wall mounted quadruplex ground fault circuit interrupt outlet at standard height. Floor mounted power and/or data Ceiling mounted electrical J-box outlet Miscellaneous Specialty Item and/or Equipment - refer to Miscellaneous Specialties and Equipment Schedule Indicates area not in contract. Refer to floor plans for additional information. 1i NOTE: Standard outlet height is 18" A.F.F. (U.O.N.) 3 Indicates switching type (3, 4, D, K, K3, OS) Wall mounted switch 1. Refer to attached M, E, & P drawings for more information. If drawings are not included and scope requires M, P, or E work Contractor shall provide design build- design and permitting services for the scope required for a successful project. 2. The design and installation of all MEP systems shall comply with the current Codes in force by the AHJ at the project location. Any required energy compliance or environmental reports required by the AHJ shall be prepared by the Contractor if not provided by the Owner or Architect’s consultants. 3. Contractor to field verify all existing building conditions and systems affected by the project work and be familiar with the drawings and project requirements prior to bid or contracting with Owner. No structural cutting, coring, or drilling shall be performed that impacts any part of the existing facility, without prior approval. Contractor shall retain the services of a structural engineer, if required by the Architect, Owner, or AHJ to obtain a required approval. 4. Architectural drawing have been provided to show the locations of all devices and systems. Contractor shall be responsible for reconfigurations, modifications, and/or new work needed to provide a complete functioning job without permanently disrupting existing building systems. Contractor shall coordinate with Owner, Building Facilities, and or other Tenants 48 hours minimum in advance of any interruption of any building service. 5. Architectural drawings shall take precedence over all other trades drawings when conflicts arise. Contractor to bring conflicts or inconsistencies between the architectural drawings and the drawing of other trades to the attention of the architect prior to bid, order, or installation. 6. Fire sprinkler modifications and new work shall be designed by a licensed fire sprinkler system designer in the state the project resides in, and must be installed by a state licensed installer. Contractor shall obtain any required approvals from the AHJ prior to start of construction. 7. Zoning of MEP systems shall be exclusive to the project area without cross over to other building areas, except as is indicated on the documents or as approved in advance. 8. Contractor to provide all required test and balance reports, O&M manuals, and commissioning activities required by the AHJ or project requirements in the appropriate phases of the project. Note: E.C. and/or design build contractor is to verify that project meets Indiana ASHRAE 90.1 energy codes. Design intent is to be within watts per square foot. Provide energy managment controls, such as sensor controls (ultrasonic and motion detection) and/or relay time clocks, as required by the code. Indiana required energy compliance report (ComCheck) is the responsibility of the owner or owner's representative. Drawings, specifications and energy control devices are shown with the intent of meeting current state energy codes. Submitting party is to alert designer and owner of any additional devices or load changes necessary to adhere to the code prior to submission of ComCheck. 1 ELECTRICAL 1/8" = 1'-0" LOCATION & EQUIPMENT PLAN ELECTRICAL LEGEND MECH, ELEC, & PLUMBING DESIGN REQ. GENERAL NOTES - ELECTRICAL A. REFER TO GENERAL NOTES AND REFERENCE SPECIFICATIONS ON SHEET A001 & A021 FOR SPECIFICATIONS REGARDING NEW CONSTRUCTION AND ELECTRICAL/LIGHTING. B. See detail 4/A001 for typical installation alignment requirements for electrical devices. C. Refer to Construction Floor Plans (A21 Series Sheets) for additional Miscellaneous Specialties & Equipment items that may not be indicated on this sheet. D. All dimensions are from finished wall surface or column centerline to centerline of outlets or centerline of pairs of outlets. E. All wall mounted wiring devices and receptacles shown back-to-back shall be offset a minimum of 8" and acoustically sealed. F. Where direct connection to prewired furniture panels occurs, provide power and telecommunication feeds to indicated panel locations from wall, column or floor source directly adjacent to this location. G. All existing floor mounted electrical/telecommunication locations which are not reused are to be removed. Remove all associated cable, wire and conduit back to the source. Properly patch and repair affected wall, floor and/or ceiling construction. H. Unless otherwise noted, all device elevations refer to centerline. J. Refer to Reflected Ceiling Plans (A22 Series Sheets) for locations of light switches. K. All outlets that are in the vicinity of any wet areas (kitchens, break rooms, restrooms, janitorial rooms with floor sinks, laundry rooms, stand alone wall mounted sinks, electrical water fountains, etc.) ground fault circuit interrupt (G.F.C.I.) type. See Electrical Legend. L. Furniture will be provided by tenant and is shown for reference only. M. If 50% or more of the total number of light fixtures or luminaires are replaced, provide lighting and occupancy controls per 2015 IECC. N. Provide emergency lighting as required by code. KEYED NOTES - ELECTRICAL E1 Core Drill final location TBD. Type of poke thru to be verified with tenant and furniture requirements. E2 Core to be drilled for future use. Cap opening and install carpet tile over. E3 2 data drops E4 POTS line E5 Coordinate with tenant for location and height requirement for IT equipment. E6 IT equipment installed overhead no less than 80" AFF. Contractor to provide designer with options for installation. E7 duplex only this location. E8 Provide data drop in wall for future TV location. Cap off and keep concealed in wall. E9 Data to be provided for future conference use. Cap off and keep concealed in floor. MISC. SPECIALTIES & EQUIPMENT Mark Item Make Model Comments Count E1 Refrigerator TBD TBD TFCI 1 E2 Microwave TBD TBD TFCI 1 E3 Dishwasher TBD TBD TFCI - GC to provide 1/4" copper line 1 E4 Copier TBD TBD TFCI 1 E5 Television TBD TBD TFCI 3 E6 Mini Fridge TBD TBD TFCI 1 E7 Coffee Maker TBD TBD TFCI 1 E8 Water Cooler TBD TBD TFCI, countertop model 1 TA20 Coat hook DOUG MOCKETT CH53 CPCI 17 SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A231 I1720009 01.31.18 Electrical Location & Equipment Plan 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 0' 1/8" = 1'-0" 8' 4' 8' 16' PLAN **NOTE: Tenant to provide cut-sheets for all tenant provided equipment for contractor coordination. Verify final locations of equipment with tenant. 1 1 Addendum No. 1 12.28.17 02/26/18 Nick Mishler K1 K1 K2 K1 K1 K2 K1 K1 K1 K1 K2 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 D3 F1.1 D2 D2 D2 D2 D1 D1 D1 D1 D1 D1 R2 R3 K1 K1 R4 R1 R4 R1 R5 R5 R5 6 3/4" 6 3/4" 6 3/4" R6 R6 D2 8' - 0" 8' - 0" D2 9' - 0" EQ. EQ. 10" 1' - 0" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 9' - 10" 13' - 0" R7 P8 1 3' - 0" 3' - 0" 9' - 2" 7' - 0" P2 P2 P2 1 9' - 2" R5 R9 R10 R11 Existing ceiling grid to remain. Recessed Downlight Fixture Indicates new ceiling grid to be installed. Wall mounted light switch. Refer to Project Standards on sheet A001 for color and style requirements. 3-Way switch Building Standard 2x4 fluorescent light fixture Indicates new gypsum board bulkhead to be installed. Speaker Dimmer switch Building Standard illuminated exit light. Solid area denotes direction of face plate. Emergency light fixture with emergency exit lighting pack and battery back up. Building Standard 2x2 fluorescent light fixture. See typical 2x4 notes above. Building Standard fixture on night light / emergency circuit (Refer to Fixture Schedule) Fixture Type - refer to schedule Recessed Linear Diffuser Occupancy Sensor Miscellaneous Specialty Item and/or Equipment - refer to Miscellaneous Specialties and Equipment Schedule on sheet A203 Indicates area not in contract. Refer to floor plans for additional information. Finish Tag - refer to Finish Legend on sheet A204 Wireless Access Point (WAP) 3 D OS A 1. Refer to attached M, E, & P drawings for more information. If drawings are not included and scope requires M, P, or E work Contractor shall provide design build- design and permitting services for the scope required for a successful project. 2. The design and installation of all MEP systems shall comply with the current Codes in force by the AHJ at the project location. Any required energy compliance or environmental reports required by the AHJ shall be prepared by the Contractor if not provided by the Owner or Architect’s consultants. 3. Contractor to field verify all existing building conditions and systems affected by the project work and be familiar with the drawings and project requirements prior to bid or contracting with Owner. No structural cutting, coring, or drilling shall be performed that impacts any part of the existing facility, without prior approval. Contractor shall retain the services of a structural engineer, if required by the Architect, Owner, or AHJ to obtain a required approval. 4. Architectural drawing have been provided to show the locations of all devices and systems. Contractor shall be responsible for reconfigurations, modifications, and/or new work needed to provide a complete functioning job without permanently disrupting existing building systems. Contractor shall coordinate with Owner, Building Facilities, and or other Tenants 48 hours minimum in advance of any interruption of any building service. 5. Architectural drawings shall take precedence over all other trades drawings when conflicts arise. Contractor to bring conflicts or inconsistencies between the architectural drawings and the drawing of other trades to the attention of the architect prior to bid, order, or installation. 6. Fire sprinkler modifications and new work shall be designed by a licensed fire sprinkler system designer in the state the project resides in, and must be installed by a state licensed installer. Contractor shall obtain any required approvals from the AHJ prior to start of construction. 7. Zoning of MEP systems shall be exclusive to the project area without cross over to other building areas, except as is indicated on the documents or as approved in advance. 8. Contractor to provide all required test and balance reports, O&M manuals, and commissioning activities required by the AHJ or project requirements in the appropriate phases of the project. Note: E.C. and/or design build contractor is to verify that project meets Indiana ASHRAE 90.1 energy codes. Design intent is to be within watts per square foot. Provide energy managment controls, such as sensor controls (ultrasonic and motion detection) and/or relay time clocks, as required by the code. Indiana required energy compliance report (ComCheck) is the responsibility of the owner or owner's representative. Drawings, specifications and energy control devices are shown with the intent of meeting current state energy codes. Submitting party is to alert designer and owner of any additional devices or load changes necessary to adhere to the code prior to submission of ComCheck. 1 REFLECTED 1/8" = 1'-0" CEILING PLAN LEGEND - REFLECTED CEILING MECH, ELEC, & PLUMBING DESIGN REQ. GENERAL NOTES - REFLECTED CEILING A. REFER TO GENERAL NOTES AND REFERENCE SPECIFICATIONS ON SHEET A001 & A021 FOR SPECIFICATIONS REGARDING NEW CONSTRUCTION AND FINISHES. B. Refer to Construction Floor Plans (A21 Series Sheets) for typical wall types (walls to deck, rated walls, etc.) and additional wall-to-ceiling design conditions and considerations. C. Refer to Finish Plan and Finish Notes (A24 Series Sheets) for specific ceiling types and materials. D. The architectural reflected ceiling plan shall govern the layout of all ceiling elements and/or penetrations. If applicable, coordinate any field verified or as-built conditions that differ from what is shown on these plans with the Architect.. E. Sizes of mechanical equipment (if shown) are for reference only. If applicable, coordinate actual sizes with the Mechanical Engineer. F. Sizes and shapes of lighting and other miscellaneous electrical equipment (if shown) are for reference only. If applicable, coordinate actual sizes with the Electrical Engineer. G. Install suspended ceiling grid with equal size panels at each side or end of the individual spaces unless otherwise indicated. No panel shall be less than 4" wide. H. All ceiling mounted items (sprinkler heads, mounting mechanisms, etc.) shall be centered in the ceiling panels unless otherwise indicated. J. Where existing ceiling grid is remodeled to meet new construction, the contractor shall: A. Replace all damaged or un-repairable portions of the existing grid with new grid to match the existing building standards. B. Remove portions of the existing grid or provide new grid as required by new construction. All new grid must match existing grid to remain or match the existing building standards. C. Replace all damaged ceiling tiles with new tiles to match the existing to remain or that match the existing building standards. K. Provide night light circuits as required by the Building Code. L. Lay-in ceiling height to be 9'-10" AFF. KEYED NOTES - REFLECTED CEILING R1 Painted gypsum board bulkhead. Paint white to match ceiling tile unless otherwise indicated. R2 Water heater above ceiling in this location, see MEP drawings for more information. R3 Insulation above ceiling in Conference room. R4 Set bulkhead back 2" from face of wall. Bulkhead to be constructed at minimal dimensions. R5 Paint bulkhead P2, all sides including underside. R6 Paint bulkhead P3, all sides including underside. R7 Bulkhead to align to outside edge of column. R8 P1 light fixtue to be centered over Island bar height wood wrap. R9 Install at 8'-0" AFF R10 Install at 8'-8" AFF R11 Install at 9'-4" AFF SCHEDULE - LIGHT FIXTURES Type Mark Count Manufacturer Model Comments D1 14 Alphabet NU4 RD All on dimmers. Conference Room 414 to be White Finish. All others to be in matte chrome. D2 6 Alphabet BETA4 Pendant mounted from deck above. installed at highest AFF dimension possible while maintainting proper lumens. Black finish D3 4 TBD TBD To match existing downlight in shower room. F1 6 Finelite HP-2 Direct Pendant mounted from deck above. F1.1 1 Finelite HP-2 wall wash Verify final location with designer. K1 113 Columbia Lighting LCAT 2'x2' Troffer K2 7 Columbia Lighting LCAT 2'x2' Troffer with ELL14 Emergency Battery Pack Verify quantity and location per code. P1 3 Bruck Classic Black dome with matte chrome P2 3 Uplighting Group Pilke 60 Pendant SF P6005 White Shade / White Cable and Canopy Grand total: 157 SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A221 I1720009 01.31.18 Reflected Ceiling Plan 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 0' 1/8" = 1'-0" 8' 4' 8' 16' PLAN Contact: ESL Spectrum Jennifer Hall 317.223.2628 jhall@esl-spectrum.com 1 1 1 Addendum No. 1 12.28.17 02/26/18 Nick Mishler M5 B M3S D M3S.1 D 2' - 6" 6' - 2" +/- 9' - 3 5/8" +/- 413 412 410 409 408 407 406 405 404 403 402 417 C1 C1 C1 C1 C1 C1 C1 M3.1 G M3.1 G M3S.1 D M3S.1 D M3S.1 D Office 403 Office 404 Office 405 Office 406 Office 407 Office 408 Office 409 Office 410 Lounge 411 Office 412 Office 413 Conference 414 Breakroom 401 Wellness/Conference 417 Janitor IT / Storage 419 M3S +6" M3S +6" Open Office 415 Corridor 420 Corridor 421 Copy 416 Storage 402 2" M2.1 G 82° M1.1 G M5 B M5 B 4" 2" 2" 2" M3S.1 D M2.1 G M1.1 G M1.1 M2.1 G G M2.1 G 1 2 3 4 5 6 7 8 P1 A B C D E F G H 2 A501 3 A501 M3.1 G M2.1 G M2.1 G M1.1 G Entrance 400 A501 4 A501 5 A270 1 min. 4' - 3" A270 2 C2 C2 C3 82° 4' - 6" +/- 4' - 4 7/8" +/- 82° 1 1 1 1 1 M3.1 G M2.1 G M3.1 G M3.1 G 1 1 1 C4 1 414 GI G Suspended acoustical ceiling tile - refer to room finish schedule. Refer to wall type schedule for wall construction. +6" Sound batt insulation above ceiling. Extend 2'-0" min. each side of wall. 6" D Framed to deck above Attach deflection slip track to underside of deck. Provide sealant for acoustical and/or fire rated wall types as designated. U.L. Listed fire rated sealant (1/4 bead) @ fire rated wall types. Refer to UL assembly and/or acoustical manufacturer guidelines. Framed to ceiling grid Framed to ceiling grid. Insulate ceiling 2'-0" (min.) each side of wall Frame wall to 6" above ceiling Suspended acoustical ceiling tile - refer to room finish schedule. Refer to wall type schedule for wall construction. Sound batt insulation above ceiling. Extend 2'-0" min. each side of wall. Continuous acoustical tape, typ Spacer as required, typ Suspended acoustical ceiling tile - refer to room finish schedule. Refer to wall type schedule for wall construction. Sound batt insulation above to extend above ceiling 4'-0". Suspended acoustical ceiling tile - refer to room finish schedule. Refer to wall type schedule for wall construction. Metal top track channel, continuous, install fasteners at 2'-0" o.c., max USG or Eq. 200-B Metal "L" Trim continuous, floated-in, typical. Continuous acoustical tape, typ Spacer as required, typ Provide bracing to structure to provide adequate lateral stability to the wall assembly. USG or Eq. 200-B Metal "L" Trim continuous, floated-in, typical. Metal top track channel, continuous, install fasteners at 2'-0" o.c., max Existing Partition to Remain Existing Shell of Building Structure M3 D Type of Wall Stud M=Metal Stud Framing Wall Stud Size / Type 1=Metal Hat Channel 2=2 1/2" Stud Size 3=3 5/8" Stud Size 6=6" Stud Size S=Sound Insulation F=Fire Rated .1=One Side of Gypsum Board Top of Wall Conditions (See Standard Top of Wall Condition Details) G=Grid GI=Grid / Insulation +6=+6 Above Grid D=Framed to Deck Above R=Fire Rated B=Framed to Bulkhead Above New Partition - Non-Insulated New Partition Insulated Construction Key Note(s) Miscellaneous Specialty Item and/or Equipment - refer to Miscellaneous Specialties and Equipment Schedule 101 Door - Refer to Door Schedule Indicates area not in contract. Refer to floor plans for additional information. 1 CONSTRUCTION 1/8" = 1'-0" FLOOR PLAN 1/2" = 1'-0" TOP OF WALL CONDITION DETAILS PLAN LEGEND GENERAL NOTES - CONSTRUCTION A. REFER TO GENERAL NOTES AND REFERENCE SPECIFICATIONS ON SHEET A001 & A021 FOR SPECIFICATIONS REGARDING NEW CONSTRUCTION AND FINISHES. B. Refer to Reflected Ceiling Plans (A22 Series Sheets) for ceiling heights unless otherwise indicated. C. Refer to Electrical Location Plans (A23 Series Sheets) for additional Miscellaneous Specialties & Equipment items that may not be indicated on this sheet. D. Refer to Finish Plan and Finish Notes (A24 Series Sheets) for wall base type and ceiling types. E. Refer to top of wall condition details, this sheet, for additional information regarding wall heights and termination. F. Provide air-tight acoustical and/or fire-rated sealant around perimeter of all wall types with acoustical insulation. G. All joints and penetrations of fire rated assemblies to be sealed with approved U.L. listed "F" and "T" systems. Submit product data and installation information prior to installation for Architect's approval. Label/identify fire rated partitions for future reference on each side of wall above ceiling, concealed from view. Note the UL assembly designation with 6" red stenciled letters H. Dimensions are taken from the face of masonry walls, column centerlines, finish face of existing walls and/or stud face of new walls unless otherwise indicated. J. Verify all critical dimensions within and/or related to the existing building. Dimensions and conditions indicated were determined by visual survey and/or information from existing drawings. K. +/- Dimension is equal to verify in field. L. Plans are not to be scaled for finish or wall information. Contractor to contact Architect for any questions or clarifications on plan dimensions. M. Walls behind and directly adjacent to all toilet room fixtures (lavatories, toilets and urinals) shall have a smooth, hard, non-absorbant surface. Partitions in these areas shall be constructed with cement board or moisture resistant gypsum board in lieu of gypsum wall board and/or finished with an epoxy paint. Toilet room accessories (grab bars, toilet paper dispensers, etc.) in these areas shall be installed and sealed to prevent moisture penetration. N. Provide tile backer board at locations to receive wall tile. Refer to the Finish Plan sheet A204 for locations. P. Contractor shall verify the size and location of all required mechanical pads and wall openings. Q. All walls shall be type "M3SD" unless otherwise noted. R. All column build outs to be constructed at smallest dimension possible. KEYED NOTES - CONSTRUCTION C1 Align center line of new wall construction with centerline of exterior wall construction Refer to typical detail, sheet 3/A001. C2 Align wall construction with existing wall. Refer to typical detail, sheet 4/A001. C3 Provide water line and drain for icemaker, final location TBD. C4 Contstruct partions based on shower pan specified. GC to select shower pan. Shower pan must be ADA compliant. SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A211 I1720009 01.31.18 Construction Floor Plan 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 SCHEDULE - WALL TYPES Wall Type Wall Construction Top of Wall Construction Stud Size Insulation Fire Rating U.L. or G.A. # Description Code Description M1.1 0' - 0 7/8" No -- Metal Hat Channels w/ (1) layer 5/8" gypsum board G Frame wall to 6" above ceiling M2.1 0' - 2 1/2" No -- Metal studs @ 16" O.C. with (1) layer 5/8" gypsum board G Frame wall to 6" above ceiling M3 0' - 3 5/8" No -- Metal studs @ 16" O.C. with (1) layer 5/8" gypsum board each side D Framed to deck above M3 0' - 3 5/8" No -- Metal studs @ 16" O.C. with (1) layer 5/8" gypsum board each side G Framed to ceiling grid, Insulate ceiling 2'-0" (min.) each side of wall M3.1 0' - 3 5/8" No -- Metal studs @ 16" O.C. with (1) layer 5/8" gypsum board D Framed to deck above M3.1 0' - 3 5/8" No -- Metal studs @ 16" O.C. with (1) layer 5/8" gypsum board G Framed to ceiling grid M3S 0' - 3 5/8" Yes -- Metal studs @ 16" O.C. with (1) layer 5/8" gypsum board each side +6" Frame wall to 6" above ceiling M3S 0' - 3 5/8" Yes -- Metal studs @ 16" O.C. with (1) layer 5/8" gypsum board each side D Framed to deck above M3S.1 0' - 3 5/8" Yes -- Metal studs @ 16" O.C. with (1) layer 5/8" gypsum board +6" Frame wall to 6" above ceiling M3S.1 0' - 3 5/8" Yes -- Metal studs @ 16" O.C. with (1) layer 5/8" gypsum board D Framed to deck above M5 0' - 5 1/2" No -- Metal studs @ 16" O.C. with (1) layer 5/8" gypsum board each side B Framed to bulkhead above 0' 1/8" = 1'-0" 8' 4' 8' 16' PLAN 1 1 1 Addendum No. 1 12.28.17 02/26/18 Nick Mishler 1. Installation to be as per manufacturer's recommended methods and instruction, using recommended products and materials to provide a successful installation. 2. At existing ceilings: replace components that are discolored or damaged in any way, in a manner that results in grid system showing no evidence of replacement work. 3. See Finish Schedule for Accoustical Ceiling Specification, if there is no specification, then Building Standard is to be provided, if no Building Standard, then Armstrong DUNE #1772 with exposed Tee Grid is to be provided. Match Ceiling Grid and Tile in like kind per room. No exceptions. R. Specifications - Division 09 Resilient Flooring 1. Installation to be as per manufacturer’s recommended methods and instruction, using recommended products and materials to provide a successful installation. Flooring and any top coatings shall be slip resistant per TAS 302.1. 2. Contractor responsible for all preparation and construction required. 3. Refer to Finish Legend for scheduled and specified products. 4. Design intent is for flooring transitions to match color of adjacent floor surface. Submit samples to Architect for approval. 5. Provide resilient cove base at all resilient flooring locations. Contractor shall use inside and outside corners and end stops for all areas specified. Use roll goods only. No seam shall occur within 6" of an outside corner. 6. No seams of resilient flooring shall occur within 6'-0" of any water supply or sink. S. Specifications - Division 09 Carpet 1. Installation to be as per manufacturer's recommended methods and instruction, using recommended products and materials to provide a successful installation. 2. Refer to Finish Legend for scheduled and specified products. 3. Provide resilient base at all carpet flooring locations. Contractor shall use inside and outside corners and end stops for all areas specified. Use roll goods only. No seam shall occur within 6" of an outside corner. 4. Design intent is for flooring transitions to match color of adjacent floor surface. Submit samples to Architect for approval. 5. Provide adequate protection of flooring during construction. Clean as per manufacturer's instructions. T. Specifications - Division 09 Stretched Fabric Panel Systems 1. Installation to be as per manufacturer's recommended methods and instruction, using recommended products and materials to provide a successful installation. 2. Refer to Finish Legend for scheduled and specified products. U. Specifications - Division 09 Painting 1. Installation to be as per manufacturer's recommended methods and instruction, using recommended products and materials to provide a successful installation. 2. Refer to Finish Legend for scheduled and specified products. 3. In ceiling areas scheduled to be exposed to the existing structure, all items installed above the height of the light fixtures, including (but not limited to) ductwork, sprinkler system, conduit, and structural slab, shall be painted with drywall paint colored according to the finishes schedule. If no specific finish is listed, the Contractor shall include a dark gray, matte finish in pricing and coordinate final color with the Architect prior to installation. V. Specifications - Division 10 Specialties 1. Operable partitions to be as designated in architectural drawings and installed as per the manufacturer's instructions, where applicable. If structural support is not included in plans, Contractor to allow for required structure to support specified partition. 2. Provide code minimum required signage, to match Building Standard. Where no existing Building Standard, or compliance with Building Standard is not required, assume fully ADA compliant signage as manufactured by Best Signage Systems (Ph. # 800.235.2378). W. Specifications: Division 11 Equipment 1. Projection Screens to be as designated in architectural drawings and installed as per the manufacturer's instructions and details provided. Coordinate installation with ceiling grid, sprinkler piping, electrical, mechanical, and all other trades with work in the area. 2. Contractor shall verify requirements for "extra drop" with ceiling heights and Tenant AV requirements. X. Specifications: Division 12 Furnishings 1. Verify with Landlord or Building Representative if window blinds are required. If required, Contractor to verify existing and provide window blinds at all exterior windows. 2. Verify with Landlord or Building Representative if shades are required. If allowed, Contractor to provide window shades as designated in architectural drawings. Shades to be as specified in Miscellaneous Equipment Schedule and are to be installed as per the manufacturer's instructions. Coordinate power and switching requirements with electrical drawings, when provided. Y. Specifications: Division 22 & 23 Mechanical 1. Refer to Mechanical Drawings (WHEN PROVIDED) for complete mechanical specifications. 2. If Mechanical and Plumbing Consultant plans aren't in the set of drawings, the ARCHITECTURAL drawings that reference plumbing and mechanical devices or equipment are intended to provide general information re: the placement of these items. It is the responsibility of the mechanical and plumbing subcontractors to provide a complete working installation in accordance with all State and Local applicable codes. 3. Coordinate placement of HVAC diffusers, return air grilles, and thermostats with Architect prior to installation. 4. Plumbing fixtures shall comply with the Indiana Building Code, ICC/ANSI 117.1 – 2003, the Americans with Disabilities Act accessibility guidelines (ADAG 2010) and all requirements set forth by jurisdictions having authority. 5. Faucets shall comply with Accessibility Standards and ADAAG requirements. Lever-operated, push-type and electronically controlled mechanisms are acceptable unless otherwise indicated. 6. Hot water and drain pipes under lavatories and accessible sinks shall be installed or otherwise configured to protect against contact. 7. Furnish and install plumbing fixtures as shown. The plumbing fixtures and toilet seats shall be white unless otherwise indicated. All exposed piping and supply fittings shall be chrome plated unless otherwise indicated. All wall penetrations shall be fitted with chromium plated escutcheons. Escutcheons shall be fixed to the wall in a bed of sealant or secured by mechanical method. 8. Verify and provide all plumbing required for all equipment for a complete working installation. Verify exact locations. 9. Clean, treat and test all piping systems in accordance with local codes and building standards. 10. Perform air balancing tests and provide a complete report for all devices and air handling units affecting the scope of work for this Project. The report shall be reviewed by the MEP engineer of Record and by the Landlord, and all deficiencies corrected. Deficiencies outside the scope of work of the Project shall be fully documented and brought to the attention of the Landlord for review and correction. Z. Specifications: Division 26 Electrical 1. Refer to Electrical Drawings (WHEN PROVIDED) for complete electrical specifications. 2. If Electrical Consultant plans aren't in the set of drawings, the ARCHITECTURAL drawings that reference electrical devices or equipment are intended to provide general information re: the placement of these items. It is the responsibility of the electrical subcontractor to provide a complete working installation in accordance with all State and Local applicable codes. 3. Contractor to verify and coordinate placement of lighting with other trades (structural, HVAC, electrical, plumbing, sprinkler, etc.). Consult manufacturer if alternate housings are required. 4. Verify and provide power and data connections for all equipment for a complete working installation. Verify exact locations. 5. Provide Ground Fault Circuit Interrupt (GFCI) electrical outlets at areas adjacent to sinks or wet areas as required by code and jurisdiction having authority requirements. 6. Verify fixture option with Architect prior to installation. Substitutions shall be approved by Architect prior to acceptance of bides and installation. 7. Contractor shall verify all with lighting manufacturer any special requirements (i.e. venting, positioning, etc.) of scheduled fixture types for all installations. 8. Submit fixture cut sheets to Architect for review and approval. 9. Provide exit, night and emergency wall pack lights as required by code and jurisdiction having authority requirements. Coordinate placement with Building Rules, Architect and Engineer prior to installation. 10. AT MINOR RENOVATION INSTALLATIONS: Outlets and switches to match existing devices installed on site. VERIFY and provide devices called out in Building Standards, where applicable. 11. AT MAJOR RENOVATION INSTALLATIONS: Replace any existing outlets and switches with DECORA PLUS in WHITE color. VERIFY and provide devices called out in Building Standards, where applicable. 12. AT NEW CONSTRUCTION/FIRST GENERATION INSTALLATIONS: Outlets and switches to be DECORA PLUS in WHITE color. VERIFY and provide devices called out in Building Standards, where applicable. 13. Verify color of specialty receptacles or devices with Architect during submittals. 14. Where applicable, Contractor shall provide electrical subcontractor with complete architectural and engineering drawings. The Contractor shall notify Architect and Engineer of any discrepancies or conflicts prior to bid date for resolution. 15. Floor poke-thru devices in hard surface floors shall be provided with a completely flush closure plate. Floor poke-thru devices in carpet floor shall have an ADA compliant bezel trim unless noted otherwise. All devices shall carry an appropriate UL listed fire rating and be installed per UL approved details for penetrations through fire rated assemblies. 16. All devices shall be provided WITHOUT visible manufacturer logos or names. 17. In ceiling areas scheduled to be exposed to the existing structure, all electrical wiring shall be installed in rigid metal conduit tight to structure. Rigid conduit shall run parallel or perpendicular to primary building structure. 18. In ceiling areas scheduled to be exposed to the existing structure, all data/telecom/AV cabling shall be neatly bundled and supported tight to structure. Any additional slack shall be coiled and located within concealed ceiling areas. 19. The Architect shall approve all electrical, lighting and cabling layouts in ceiling areas scheduled to be exposed to the existing structure. GENERAL NOTES & REFERENCE SPECIFICATIONS 24. Existing Cover Plates at Floor Clean Outs (FCOs) shall be cleaned of adhesive, plaster, and other surface materials. Notify Architect of FCO conditions installed at planned Conference Rooms, Meeting Rooms, or Reception/Lobbies. FCOs to be accessible by Building Maintenance (carpet tile provides concealed yet accessible condition). 25. Walls around vertical plumbing pipes with Clean Outs (COs) shall provide access to CO via escutcheon plate or access panel. Notify Architect of all locations prior to installation. 26. Remove all existing power, telephone, and data lines and conduit not in use to meet local electrical code requirements. Contractor shall identify power, telephone, data lines serving other Building tenants that may pass through the tenant space. If any such lines are discovered, the contractor shall notify the Architect in writing. Notify Landlord or Tenant of loose or abandoned telephone, data lines etc. Coordinate with Landlord or Tenant for additional instruction for removal. 27. Make safe abandoned electrical conduits. Remove wiring back to source at all electrical devices abandoned by wall removal or any other new construction. 28. Check with Building Owner prior to terminating abandoned plumbing at entry to tenant space per code and jurisdiction having authority requirements. 29. No structural or load-bearing construction shall be demolished or damaged as a result of this project unless specifically noted otherwise on the drawings. Protect all existing structural members during demolition and construction. Brace and shore construction as required for structural integrity of all assemblies at all times. The contractor shall verify in the field prior to demolition that all items noted to be demolished are not structural. Contact Architect immediately if the contractors in the field suspect that an item noted for demolition appears to be structural or otherwise load-bearing. Beware of structural columns and or beams that may be concealed behind finishes that are noted for removal. Exercise caution when demolishing building finishes or partitions. The contractor is solely responsible for inadvertent damage to the building structural system. I. Specifications - General 1. The make and model numbers specified are preferred or minimum standards. Other equipment may be considered, if proven equal through a Substitution Request. 2. All fixtures, equipment, finishes and materials shall be installed per the Manufacturer’s specifications, recommendations and suggested instructions per code and jurisdiction having authority requirements for proposed conditions. 3. Contractor is responsible to verify the location of any structural elements embedded in the slab such as post-tension cables and reinforcing and other items through x-ray imaging prior to any anchoring, drilling, floor coring, or cutting, of slab that exceeds 1/2" in depth from the bottom surface of the slab. Contact building management prior to imaging. 4. No suspended slab cores or slab cuts shall cut or penetrate any structural beam or joist. If any new slab core or slab cut is planned within 2 core diameters of 6" of any observable, or previous, or new slab core, or cut, even if patched, the Contractor shall provide a letter to the Architect from a structural engineer licensed in the project's jurisdiction certifying that the new core or cut will not negatively impact the adequacy of the existing floor structure in any way. This applies to any holes left by demolition activities or discovered existing holes or cores. J. Specifications - Division 05 Metals 1. All stud walls shall be secured to the concrete floor and ceiling or floor/roof construction above unless otherwise indicated. Coordinate locations of expansion/control joints with the Architect prior to installation for compliance with design intent. Provide expansion/control joints in the gypsum wall board walls over 30'-0" in length per the manufacturer's recommendations. 2. All stud or masonry walls extending from floor to roof/floor structure above must provide for a minimum of 2" vertical roof/floor deflection. 3. Provide metal or fire retardant treated wood blocking in new and existing walls for all wall supported items. At all existing walls, patch and repair wall finish to match adjacent wall surface as required following the installation of blocking. 4. All joints and penetrations of fire rated assemblies to be sealed with approved U.L. listed "F" and "T" systems. Submit product data and installation information prior to installation for Architect's approval. Label/identify fire rated partitions for future reference on each side of wall above ceiling, concealed from view. Note the UL assembly designation with 6" red stenciled letters. 5. Hinge side of finish door jamb in metal stud walls shall typically be located 6” from adjacent wall or meet accessibility standards for push and pull side of door unless otherwise indicated. 6. Metal gauge for partitions shall be 20 Gauge minimum unless noted or required otherwise by span limit, wind loading and deflection requirements. Metal studs at fire rated partitions shall be 20 gauge minimum unless noted or required otherwise by span limit, wind loading and deflection requirements. Contractor shall install metal stud framing and all associated assemblies per recommendations of Clark Detrich Building Systems or other manufacturer recommendations for conditions present on project. Contractor shall notify Architect prior to order and erection of stud framing regarding discrepancies with span limits, wind loading and deflection requirements. All wall assemblies shall be braced laterally to deck as required for structural integrity of all assemblies. 7. Metal stud framing shall conform to ASTM C 754. Install 3-5/8" metal studs at maximum 16" O.C. unless otherwise noted. 8. At partitions scheduled to receive ceramic tile – Metal studs shall be 3-5/8” 20 gauge minimum spaced at 16” on center maximum. If wall assembly does not extend to deck install lateral bracing each way at 32” O.C. minimum. Provide substrate as per tile manufacturer instructions. K. Specifications - Division 06 Wood and Plastics 1. Provide concealed blocking in wall as required to support millwork, coat hooks, toilet accessories, monitors, miscellaneous specialties, specialty equipment, and any other items requiring concealed support. Concealed blocking shall be Fire Retardant Treated (FRT), or 10 gauge steel plate to comply with Building Type requirements. 2. All millwork to be Architectural Woodwork Institute (AWI) CUSTOM GRADE, with proper substrate and filler panels provided. 3. Coordinate all equipment openings and clearances required with openings and clearances provided in millwork. NOTE: ADA Height countertop must be maintained at Kitchen, Break Room, and Coffee Bar counters. Verify required depth and width of upper cabinets for microwave oven (if applicable) as provided by Owner. 4. Contractor shall be responsible for the field verification of all dimensions, rough openings, and job conditions prior to fabrication of any work shown or noted in the drawings. Contractor must coordinate with Architect any discrepancies between what is shown or noted in these drawings and actual field verified conditions. 5. Unless otherwise noted in drawings, all countertops must be continuous. All countertops without backsplashes shall be scribed to the wall as noted on sections and details. 6. Anchor millwork to built-in blocking or directly attached to substrate. Secure to grounds, strapping and blocking with counter-sunk concealed fasteners and blind nailing, as required for a complete installation. 7. All standing or running trim pieces to be plain sawn hardwood Grade I lumber to meet AWI requirements for Premium Grade. 8. Installed millwork shall be plumb, level, true and straight with no distortions. Shim as required using concealed shims. 9. The method of manufacturing, fabricating and installing millwork and equipment and its structural components defined in the Contract Documents is representative and indicates design intent only. If the materials, details or dimensional properties are at variance with the Contractor's or manufacturer's recommendations, alternate details will be considered for review when shop drawings are submitted in accordance with the Contract Documents. It shall be the responsibility of the Contractor to guarantee that the millwork and equipment will have the proper support, stability and fault-free performance. L. Specifications - Division 07 Thermal and Moisture Protection 1. Where the exterior envelope of the building is to be removed or modified, the Contractor shall maintain weathertight conditions throughout demolition and new construction activities. 2. Any penetrations through the existing roof must be completed by a subcontractor that has been approved by the Building Owner - to maintain any and all existing roof warranties. 3. Any damage to existing air barrier systems, waterproofing membranes, window sub sills, flashing, sealant, roofing membranes and all thermal and moisture protection at the building shell MUST be restored to “like new” condition to maintain water-tightness. Notify Landlord and Architect in writing and document all “as Found” damage and damage caused during the demolition process. All work associated with exterior roofing shall be performed by authorized contractor which maintains all associated existing warranty conditions. 4. Submit manufacturer's data and literature for any and all products to be provided, where applicable. M. Specifications - Division 08 Doors and Windows 1. All doors, frames, and hardware shall be installed as per the manufacturer's instructions to provide a successful installation. 2. Provide "Building Standard" doors and frames, as per "Building Rules", where applicable. If no manufacturers listed, provide Marshfield doors and Frameworks Type 1 frames. Glazing installed in doors and frames shall be tempered to comply with ASTMB C1048 & IBC Section 2406.4. 3. Provide “Building Standard” door hardware, as per “Building Rules”, where applicable or Grade 1 door hardware. If no manufacturers listed, provide Schlage or Falcon. All door hardware shall comply with American with Disabilities Act, National Fire Protection Association (NFPA) NFPA 80: Standard for Fire Doors and Windows. NFPA 101 Life Safety Code, NFPA 105 Smoke- and Draft-Control Door Assemblies. VERIFY mortise vs. cylindrical hardware on all conditions. Panic hardware shall comply with 2015 IBC section 1010.1.10. Panic Hardware called for shall be listed under UL10C & UL305. 4. All-Glass Entry Systems shall be as per "Building Rules", where applicable. If no manufacturer is listed contact building Property Manager Provide glazing tempered as per ASTM C1048. Special attention shall be given to panic devices and card readers at all-glass entry systems, to comply with all Local and State codes. 5. Before final completion, adjust hardware so that doors operate properly. Test and adjust hardware for quiet, smooth operation, free of sticking, binding, or rattling. Adjust closers for proper, smooth operation per accessibility guidelines. All Tenant Entry doors to receive a door closer and deadbolt; unless tenant will be installing a security card reader system then only a door closer is required. 6. Verify keying requirements with Tenant. Furnish 2 keys per lock with a maximum of 8 keys per keyed alike set. At final completion, properly tag and identify keys and deliver to Tenant. Keying requirements shall comply with applicable Building Rules & Regulations. 7. Install tempered glass with no exposed tong marks or manufacturer's labels. Glass shall have chamfered and polished edges. Cut prior to tempering to maintain tolerance / joints plus or minus 1/16". Provide required accessories including but not limited to glazing tape, neoprene setting blocks, neoprene spacer shims and silicone sealant. Install per GANA standards for the type of system specified and IBC Section 2406. Remove all non-permanent labels. Floor to ceiling tempered glazing to have "anti-walk thru" decal mounted between 24" and 60" A.F.F. N. Specifications - Division 09 General 1. All finishes are to be installed per manufacturers recommended methods and instructions, using suggested products and materials to provide a successful installation for proposed conditions. 2. The Contractor shall advise the Architect of locations of changes in dye lots, batches or similar color shifts. 3. Where dissimilar floor materials meet, they shall do so under the centerline of a door unless otherwise indicated. If a change of material or elevation would cause exposed unfinished surfaces, a transition strip of suitable material shall be installed. 4. Contractor shall furnish a minimum of three (3) 12" x 12" square samples of each scheduled finish for review by the Architect. The Architect shall retain two (2) samples of finishes for record, and return a minimum of one (1) sample to Contractor. Finish materials ordered or installed without a reviewed submittal are done so at the Contractor's risk. 5. Interior finishes in rooms and enclosed spaces shall have a flame spread classification of III (76-200 tunnel test) and a smoke density of no greater than 450 (Class C). Finishes in corridors or exit access enclosures shall comply with code required limits based upon building type, user group and presence of sprinkler systems. 6. Materials exposed within plenum spaces designed to allow air movement and function as part of the air distribution system are required to be noncombustible or shall have a flame spread index less than 25 and a smoke developed index less than 50 when tested in accordance with ASTM E 84. All combustible materials located within these plenum spaces shall be enclosed in noncombustible material (5/8" gypsum wall board) unless otherwise indicated. Refer to mechanical drawings for air distribution system design and details. O. Specifications - Division 09 Gypsum Board 1. Gypsum board installation shall conform to ASTM C840, the recommendations of the Gypsum Association, the specific recommendations of the manufacturer, and the requirements of the UL Fire Resistance Directory (at fire rated partitions). All gypsum board to be 5/8" thick unless otherwise noted. 2. Installation of metal framing for interior gypsum board shall conform to ASTM C754. 3. Provide corner beads at ALL drywall exterior corners not receiving millwork wraps. 4. Provide cementitious backer board in lieu of gypsum board in ALL wet areas. 5. At areas where existing partitions are indicated to remain - repair and prepare existing gypsum board surface to accept new finish. Quality of repaired and prepared surface of existing partition shall be equal to that of newly constructed partitions. 6. Fire-rated Partitions: Fire-rated partitions shall conform to UL design number indicated. Refer to UL Fire Resistance Directory - Volume I (latest edition) for additional information. 7. Fire-rated Partitions: All Mechanical, Electrical, and Plumbing penetrations in fire-rated partitions shall be sealed at their perimeter with approved fire-rated sealant. 8. Sound-rated Partitions: Sound-rated partitions shall conform to ASTM E497, Standard Practice for Installing Sound Isolating Lightweight Partitions. 9. Sound-rated Partitions: All Mechanical, Electrical, and Plumbing penetrations in sound-rated partitions shall be sealed at their perimeter with approved fire-rated sealant. 10. Provide bracing to structure above at doors located in ceiling height partitions. 11. Gypsum board shall be installed and finished to within 1/4" of floor slab. GENERAL NOTES & REFERENCE SPECIFICATIONS A. General 1. It is the Building Owner's and/or Tenant's responsibility to review and check the construction documents prior to construction and verify any and all locations, sizes, quantities and specific materials used in conjunction with the Building Owner's and/or Tenant's special equipment layout, use or function. 2. These contract documents do not attempt to instruct the Contractor in the specific details of their trade. 3. All work shall be in accordance with the quality standards of the trade and shall be installed in compliance, as a minimum standard, to all applicable Local, State, Federal codes and Manufacturer's recommendations. 4. All work shall be warranted satisfactory, in materials and workmanship, for a minimum period of one (1) year or for the customary period of warranty or as stipulated for the trade, craft or product whichever is longer. 5. The drawings indicate the general scope of the project in terms of architectural design concept, dimensions of the building and major architectural elements. As scope documents, the drawings do not indicate or describe all the work required for full performance and completion of the requirements of the contract documents. On the basis of the general scope indicated or described, the Contractor shall furnish all items required for the proper execution and completion of the Work. 6. Commencing work by a Contractor constitutes acceptance of the conditions and surface concerned. If such conditions or surfaces are unacceptable, the Owner and Architect shall be notified immediately and work should cease until the unacceptable conditions can be remedied. 7. Items noted "N.I.C" (Not in Contract), "By Owner/Tenant" or "Existing" shall not be included in the contract. Provisions shall be made by the respective trades to allow for the installation or preservation of the items noted. All finishes of floors, bases, wainscots, walls and ceiilngs behind, under and/or over these items shall be included in the General Contract unless otherwise indicated. 8. The coordination of all materials, labor and workmanship is the sole responsibility of the Contractor - to INCLUDE items furnished by Tenant for Contractor installation. 9. Dimensions are taken from the face of masonry walls, column centerlines, finish face of existing walls and/or stud face of new walls unless otherwise indicated. 10 Do not scale drawings. Refer to dimensions illustrated on drawings. Notify the Architect of discrepancies or for clarification. 11. Contractor shall order and schedule delivery of materials in ample time to avoid delays in construction. The contractor shall notify the Owner, Tenant and Architect within seven (7) days of contract award if any item is found to be unavailable or have a long lead time. 12. Contractor shall provide subcontractor with complete Architecture and Engineering Drawings. The Contractor shall notify Architect or Engineer of any conflicts or discrepancies prior to bid date for resolution. B. Building Rules 1 The Contractor shall be responsible for obtaining a current copy of the Building Rules and Regulations from the Building Owner or Property Manager. Compliance with the Building Rules and Regulations shall be maintained throughout the duration of this project. 2. The contractor shall coordinate with the building owner and/or property manager access to the space on all ongoing construction work. Disruptive or potentially hazardous construction activities shall be coordinated to occur after normal business hours to minimize the disturbance to building occupants. The contractor shall review project phasing and detailed construction schedule plans with Building Owner, Property Manager and Architect prior to bid and start of construction. 3. The Contractor shall coordinate with the Building Owner and/ or Property Manager for delivery to the space of all building materials, and shall arrange for the usage of the appropriately designated elevator. The Contractor shall coordinate such deliveries in a manner which poses no hazard to any personnel within or around the building and construction site. 4. Transport trash, rubbish and debris from the site and legally dispose of same. The manner of removal must be confirmed with the Building Owner and as allowed by City and State regulations. C. Bidding 1. The Contractor shall be responsible for obtaining a clarification from the Architect prior to bid submittal and/or start of construction with regard to any question regarding the contract documents, existing conditions or design intent. 2. The Contractor's bid shall be based on providing all specified items. Substitutions shall be considered only under the following circumstances: 1.) The specified item is accompanied by the words "equal to". Reference to makes, brands, models, et. is to establish type and quality desired. 2.) The item is shown to have a prohibitively long lead time. 3.) An item of equal appearance and equal or greater quality to the specified item can be provided at an substantial savings to the Tenant. 3. All Contractor or Supplier Requests for Substitutions of specified items shall be submitted in writing accompanied by the alternative product information to the Architect for approval. Substitution Requests shall be submitted no later than five (5) working days prior to the bid date. Substitutions shall not sacrifice quality, appearance or function. It is incumbent on the Contractor or Supplier to provide adequate information to determine if the substitute is of equal quality to the product specified. 4. Bids submitted with Substitutions that are not formally submitted and approved as equal prior to the bid date shall not be increased if the substituted material is rejected during the submittal process. D. Permitting 1. The contractor is responsible for contacting local building officials and inspectors for permits and inspections. Advise the Architect immediately of any discrepancies. 2. This set of Architectural drawings and any incorporated Consultant drawings are intended for permitting only. If Consultant drawings are not included in the set of drawings, the Contractor is responsible for obtaining all required Structural, Mechanical, Electrical, Plumbing and Fire Protection design and permits. E. Scheduling 1. The contractor shall provide a complete project schedule indicating milestone dates and critical path. The schedule shall be updated and distributed upon any change to critical path, or at each project meeting. 2. The Contractor shall be responsible for advising the Tenant and Architect of all long lead items that may adversely affect the project schedule and shall, upon request from the Tenant or Architect, submit order confirmations and delivery dates for such items. F. Submittals 1. Shop drawings shall establish actual detail of all manufactured or fabricated items, indicate proper relation to adjoining work, amplify design details of installations in proper relation to physical spaces and incorporate minor changes of design or construction to suit the actual conditions. 2. No portion of work requiring submission of a shop drawing, product data, samples shall commence until the submittal has been approved by the Architect. All such portions of the work shall be in accordance with the approved submittals. 3. Shop drawings, product data and/ or samples shall be provided on all items noted and shall not be limited to lighting fixtures, plumbing fixtures, contractor furnished equipment, toilet accessories, doors, frames, hardware, furniture, specialty equipment, and all interior finishes including but not limited to flooring finishes (i.e. carpet, vinyl etc.) wall finishes (i.e. paint, vinyl wall coverings, etc.) and ceiling finishes (i.e. ceiling tile, paint, etc.) shall be provided to ensure that the specified products are furnished and installed in accordance with the design intent. The manufacturer or construction of any pieces of equipment, device or other item for which shop drawings, product data and/ or samples are required to be furnished, shall not commence prior to complete processing and approval of the submittal. Refer to Finish Legend and Notes on Sheet A241 for specific submittal requirements. 4. Reviewed shop drawings and schedules prepared by others shall not be construed to be part of the contract documents. The Architect assumes no responsibility for drawings, schedules and/or specifications for work on the project prepared or accomplished by others. 5. Contractor shall allow for five (5) working days for the Architect and Consultants to the Architect to review submittals. 6. Product data and drawings may be submitted in electronic format. Product samples must be submitted as an actual product sample or the ORIGINAL copy of a product brochure (no scanned or copied product brochures for selecting finish colors will be accepted). G. Project Close-Out 1. The Contractor shall instruct the Tenant or Tenant's Representative in the proper use and maintenance of the equipment furnished or installed by their trade(s). 2. The Contractor shall maintain all printed instructions, manuals and warranties that are provided with equipment and materials used or installed. Instructions, manuals and warranties to be delivered to the Owner at the time of Substantial Completion. 3. The Contractor shall provide a thorough construction clean-up prior to Tenant taking occupancy of any space. Clean-up shall include, but not be limited to cleaning all surfaces and vacuuming and cleaning all carpeting, window treatments and glass surfaces. All protective films, tags, and labels or other markings shall be removed from material fixtures and equipment. Clean trim, outlet and switch plates. Clean plumbing fixtures to a sanitary condition. Clean all light lenses. H. Demolition/Existing Conditions 1. Contractor shall be responsible for field verification of all dimensions and job conditions prior to starting construction unless otherwise indicated. Notify the Architect of any discrepancies prior to proceeding with demolition. 2. Notify Architect of any deviations in Architectural drawings from existing conditions observed on site. Dimensions of existing conditions are provided as a courtesy, and must be verified on site prior to bidding and fabrication. 3. The Contractor shall be responsible for verifying all existing work to remain and determining the suitability for repair and/or reconditioning to match and blend with new materials and components. Contractor shall obtain the Building Owner's and/or Tenant's approval of the scope and limit of existing work to remain prior to starting construction. No change orders shall be accepted for completed work that do not conform to the standard established prior to the start of construction. 4. The Contractor shall provide protection for all existing conditions to remain and all building common areas outside the scope of work that may be affected by the Contractor's work. The Contractor shall be responsible for all damage to such areas caused by the execution of this scope of work, and damage shall be repaired at the Contractor's expense. 5. The Contractor shall be responsible for repairing and refinishing walls of adjacent suites outside the scope of work that are affected by the requirements of the work (e.g. level of finish on new demising walls, patching of carpet or ceiling where affected by a new demising wall). Specific requirements shall be coordinated with the Building Owner and the annotations noted in these documents. 6. The contractor shall verify existing conditions to determine if leveling or patching of the existing floor slab is required – either because the surface of the slab is not within required tolerances for installation of new work (including, but not limited to, operable partitions and frameless glass assemblies), or because resurfacing is required for installation of specified finish – use a self-leveling cementitious topping equal to Ardex Inc. K-15, installed as per the Manufacturer installation instructions. 7. The Contractor shall be responsible for testing moisture content of all slabs prior to flooring installation. If testing results are outside the tolerance of specified flooring materials, Contractor shall provide appropriate, approved mitigation measures. 8. The Contractor shall NOT perform any work affecting the structural integrity of the building without the approval of the Building Owner or Building Owner's Representative. 9. Make all demolition clean and complete, in a manner suitable to accept new finishes and/or surfaces. Continuous surfaces shall be prepared to the nearest intersection. Refer to architectural floor plan, finish plan and details for the application of new materials. 10. Demolition shall be done without damage to existing conditions to remain. Where such damage occurs - patch, repair, or restore walls, floors, ceilings, etc. to match existing adjacent conditions. 11. Prior to beginning demolition, dust control barriers shall be constructed to prevent the spread of dust into the surrounding areas. 12. Contractor shall be responsible for the coordination of demolition items prior to the start of demolition work. 13. Contractor shall identify unused salvaged items shall be turned over such material to the Building Owner or stored in a designated area by the Building Owner. 14. Per the Building Owner's directions, materials identified to be relocated shall be cleaned and placed in storage until materials are ready to be reinstalled. If an item is damaged during demolition or relocation, it shall be repaired or replaced with a new item approved by the Building Owner at no expense to the Building Owner. 15. Remove all existing construction, items and finishes made obsolete by, or in conflict with new construction. Coordinate with Architectural floor plans and related details. 16. Contractor shall maintain CLEAR EXIT ROUTES during construction to ensure public safety per all code and jurisdiction having authority requirements. 17. Contractor shall remove dirt, dust, and debris on a daily basis. 18. ALL roof mounted equipment must be installed in locations and manner designated by the Building Engineer. Building Owner MUST provide approvals for roof-mounted equipment. 19. The Contractor shall remove all adhesive, plaster, and other surface materials from existing ceilings, floors, walls, and columns where scheduled to be exposed, such that it leaves a clean finished appearance. 20. In ceiling areas scheduled to be exposed to existing structure above, Contractor shall remove all existing hangers, attachments, and other items fixed to the structure that are not in use. 21. Following above ceiling demolition activity, the Contractor shall return the existing suspended ceiling system to remain to like new condition. This shall include repair to the ceiling grid, suspension system and all associated assemblies as well as replacement of damaged ceiling panels. 22. All existing floor slab penetrations and recesses that are not used or do not meet current building codes shall be patched and repaired to match adjacent slab or be replaced with code compliant assemblies. 23. No equipment, component(s), material(s), or other element(s) may be salvaged from areas outside of the Limits of the Project Scope and incorporated into construction and/or turned over to the Tenant or the Building Owner unless otherwise indicated. 02/26/18 Nick Mishler Addendum No.1 01.31.18 1. Applicable Codes 2. Summary Notes CODE - EXIT SEPARATION DISTANCES Overall Diagonal Distance Required Exit Separation Distance Between Exits 141' - 5" 47' - 1 3/4" 78' - 11" CODE - OCCUPANCY CLASSIFICATION & LOADS, PER SPACE Level Occupant Classifications Occupancy Classification Description Function of Space Area Floor Area Per Occupant Occupant Load Number of Required Exits Level 1 B Business Business Areas 8,439 SF 100 85 2 85 CODE - CONSTRUCTION TYPE Construction Type Sprinklered Maximum Allowable Travel Distance Maximum Allowable Dead End Passage Maximum Allowable Common Path of Travel II B Sprinklered 300' - 0" 50' - 0" 100' - 0" Code - Functions of Space Function of Space Floor Area Per Occupant Accessory Storage / Mech. Equipment Room 300 Agricultural Building 300 Aircraft Hangars 500 Airport Terminal (Baggage Claim) 20 Airport Terminal (Baggage Handling) 300 Airport Terminal (Concourse) 100 Airport Terminal (Waiting Areas) 15 Assembly (Gaming Floors) 11 Assembly w/out Fixed Seats ( Unconcentrated) 15 Assembly w/out Fixed Seats (Concentrated) 7 Assembly w/out Fixed Seats (Standing Space) 5 Bowling Centers (5 persons per lane including 15ft. of runway) 7 Business Areas 100 Courtrooms-other than Fixed Seating Areas 40 Day Care 35 Dormitories 50 Educational (Classroom Area) 20 Educational (Shops and Other Vocational Room Areas) 50 Exercise Rooms 50 H-5 Fabrication and Manufacturing Areas 200 Industrial Areas 100 Institutional Areas (Inpatient Treatment Areas) 240 Institutional Areas (Outpatient Areas) 100 Institutional Areas (Sleeping Areas) 120 Kitchens, Commercial 200 Library (Reading Rooms) 50 Library (Stack Area) 100 Locker Rooms 50 Mercantile (Areas on Other floors) 60 Mercantile (Basement and Grade Floor Areas) 30 Mercantile (Storage, Stock, Shipping Areas) 300 Parking Garages 200 Residential 200 Skating Rinks, Swimming Pools (Decks) 15 Skating Rinks, Swimming Pools (Rink and Pool) 50 Stages and Platforms 15 Storage / Mech. Equipment Room 300 Warehouses 500 Code - Occupant Classifications Occupancy Classifications Occupancy Classification Description A-1 Fixed Seating for Production & Viewing A-2 Food / Drink Consumption A-3 Conference / Training / Break Room A-4 Viewing of Indoor Sporting Events & Activities A-5 Viewing and or Participating in Outdoor Activities B Business E Educational F-1 Moderate-Hazard F-2 Low-Hazard H-1 Detonation Hazard H-2 Deflagration Hazard H-3 Support Combustion or Pose a Physical Hazard H-4 Health Hazard H-5 Semiconductor Fabrication / Research and Development I-1 Personal Care Services I-2 Medical, Surgical, Psychiatric, Nursing, Custodial Care I-3 Restraint or Security I-4 Day Care Facilities M Mercantile R-1 Sleeping Units - Primarily Transient in Nature R-2 Sleeping Units - Primarily Permanent in Nature R-3 Primarily Permanent in Nature R-4 Residential Care / Assisted Living S-1 Moderate-Hazard Storage S-2 Low-Hazard Storage U Utility and Miscellaneous CODE - TRAVEL DISTANCES PROVIDED Exit Route From Suite / Room Maximum Travel Distance Provided Maximum Dead End Provided Maximum Common Path of Travel Provided 113' - 2" 24' - 1 7/8" 34' - 10" LIFE SAFETY LEGEND 0' 1/16" = 1'-0" 16' 8' 16' 32' 02/26/18 Nick Mishler shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance (INCLUDING LAVATORIES). Lavatories may overlap the required clearance at water closets at private residential dwelling units ONLY. 21" MAX 42" Min. 54" Min. 33" - 36" 17" - 19" 36" MIN. 16" - 18" Side Wall Back Wall Grab Bar (Typ.) Wall Hung Type 17" Max. 13 1/2" Min. MIN. 24" MIN. 12" Flush Controls Transfer Side Side Wall 18" MIN MAX. 48" GRAB BAR, FLUSH CONTROLS, & SEAT HEIGHT DISPENSER OUTLET LOCATION REQUIREMENTS 25" Max. 17" Min. 6" Max. 8" Min. 9" Min. 27" Min. 34" Max. LAVATORY SINK OF TOE CLEARANCE 17" MIN. & 25" MAX. TO EDGE Hot water and drain pipes under lavatories and handicap accessible sinks shall be installed or otherwise configured to protect against contact. Stall Type 13 1/2" Min. URINALS NOTE: Provide Clear Floor Space complying with Forward Approach (305) at accessible urinals TOILET COMPARTMENT CLEARANCES Adult Wall Hung WC 56" MIN. At Adult Floor Mounted 59" MIN. At WC and all Children's WC Toe Clearance required at front and ONE side EXCEPTION: Toe clearance not required at front partition if 62" depth at Wall Hung WC or 65" depth at Floor Mounted WC. Toe Clearance not required at side partition if 66" clear width is provided. (Required if total toilet + urinal fixture count is greater than 6) MAX. 4" MAX. 4" Alternate Door Location 42" MIN. Doors at Toilet Compartments to comply with 404 (excluding latch side approach clearance width required, which shall be as shown in the diagram to the left). Doors shall be self closing, with a door pull complying with 404.2.7 placed on both sides of the door, near the latch. Door may not swing into the required minimum Clear Floor Space. Coats and Shelves (if provided) shall be installed within Reach Ranges as specified in 308. 37" Min. 42" MIN. 60" MIN. AMBULATORY ACCESSIBLE TOILET COMPARTMENT CLEARANCES MIN. 6" MIN. 6" Required toe clearance at front and ONE side partition. TOILET COMPARTMENT TOE CLEARANCES ADULTS: 9" MIN. 6" 12" MIN. CHILDREN: Inside Stall Partition COUNTER MOUNTED SINK 30" MIN. PLAN EQEQ Dashed Line represents Clear Floor Space requirements, as per 305 PARALLEL APPROACH IS PERMITTED FOR LAVATORIES AND SINKS USED PRIMARILY BY CHILDREN AGE 5 AND UNDER. 11" Min. LAVATORY AND SINK REQUIREMENTS MAX. 6" MIN. 9" MIN. 8" Dashed Line represents minimum Knee Clearance requirements, as per 306.3 TO RIM OF SINK 34" MAX. 25" Max. 17" Min. 11" MIN. 27" MIN. NOTE: Provide 24" clearance to bottom of sink/apron and 31" to top rim of sink for Lavatories and Sinks used primarily by children aged 6-12 39"-41" 39" - 41" 18" MIN 24" MIN 36" MAX 42" MAX 36" X 48" Clear Floor Space (Min.) Back Wall Control Wall SHOWER PLAN & SHOWER SEAT REQUIREMENTS 17" - 19" 33" - 36" 18" Grab Bar Folding Seat 33" - 36" Control Area Grab Bars 1/2" Curb (Max.) 1/2" Curb (Max.) Hand Held Shower Head on 60" Hose. Ref. 608.6 for all requirements 2 1/2" Max. 22" - 23" 36" 1 1/2" Max. 36" Control Wall Folding or Fixed Seat Back Wall ACCESSIBLE SHOWER STALL 36" 38" 48" 3" Max. 15" - 16" ACCESSIBLE SHOWER STALL NOTE: A Bench is required at Shower Rooms as per Section 903 Section 17" - 19" 20" - 24" BUILT-IN BENCH AT SHOWER ROOM Provide Back Support In Wet Locations, surface shall not accumulate water & shall be slip-resistant 36" X 48" Clear Floor Space (Min.) Plan 42" Min. 20" - 24" NOTE: 30" X 48" Clear Floor Space permitted if NO obstruction at 3rd side of Bench alcove NOTE: Reference 609 for all Grab Bar requirements 4" MAX 18" MIN 3" - 6"MAX 15" MAX MAX. 6" MIN. 9" Dashed Line represents minimum Knee Clearance requirements, as per 306.3 IF built-in Dining or Work Surface is within Accessible Route, provide end panel as required for Protruding Objects DINING SURFACES AND WORK SURFACES HEIGHT REQUIREMENTS Provide maneuvering clearances to Seating, Furnishings and Tables, as per 305 for a Forward Approach. Knee and toe clearances complying with 306 shall be provided. of Toe Clearance 17" -25" MAX. to Edge 34" Max. 28" Min. 27" Min. 26" Min. & 30" Max. where Dining and Work Surfaces are primarily for Children's Use NOTE: Reference 904 for all requirements at Check-Out Aisles and Service Counters Min. 60" Ref. Min. 60" Ref. Ref. Min. 40" Provide the following minimum clearances IF/WHEN a cooktop and/or conventional range is present, ONLY. PASS-THRU KITCHEN U-SHAPED KITCHEN U-SHAPED KITCHEN SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A003 I1720009 01.31.18 2009 ICC/ANSI A117.1 Restrooms & Parking 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 Mirrors Toilet Rooms Water Closets and Toilet Compartments Showers Built-In Work Surfaces Kitchens 02/26/18 Nick Mishler The maximum force for pushing or pulling open a door shall comply with this paragraph. For hinged doors, the force shall be applied perpendicular to the door at the door opener or 30 inches from the hinged side, whichever is further from the hinge. For sliding or folding doors, the force shall be applied parallel to the door at the door pull or latch. (1) Interior hinged doors shall not exceed 5.0 lb (22.2N) maximum. (2)Sliding doors or folding doors, and interior hinged doors shall not require a force exceeding 5.0 lb (22.2N) maximum. (3)Fire doors may be adjusted to meet the minimum opening force allowed by the governing authority or applicable building code. (ICC/ANSI A117.1, Section 404.2.8) 2.CONTROLS AND OPERATING MECHANISMS A.All controls and devices having general use mechanical or electrical operating mechanisms which are expected to be operable by occupants, visitors, or other users of a building or facility, shall comply with this subsection. Such mechanisms may include, but are not limited to, thermostats, light switches, alarm activating units, ventilators, electrical outlets, paper towel dispensers, etc. (1)Clear Floor Space: A clear floor space that allows a forward or parallel approach by a person using a wheelchair shall be provided at all controls, dispensers, receptacles, and other operable equipment. The space shall never be less than an area 30 x 48 inches. (2)Height: The highest operable part of any control, dispenser, receptacle, and other operable equipment shall be no higher from the floor than heights indicated on attached sketches for forward and side approach except where the use of special equipment dictates otherwise. Electrical and communications systems receptacles on walls shall be mounted no less than fifteen inches (15") above the floor. (3)Operation: Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching, or severe twisting of the wrist. The force required to activate controls shall be no greater than 5 lb/ft. Hand operated metering faucets shall remain open for 10 seconds minimum. 3.SIGNAGE A.Wherever signage is used for emergency information or general circulation directions or for the identification of rooms and spaces, at least one unit of signage shall be provided for each function and each room or space that is identified. (1)Character Proportion: Letters and numbers on signs shall have a width-to-height ratio between 3:5 and 1:1, and a stroke width-to-height ratio between 1:5 and 1:10, using an upper case "X" for measurement. (2)Color Contrast: Characters and symbols shall have contrast with their background. (3)Tactile Characters and Symbols: Characters, symbols, or pictographs on signs required to be tactile, shall be raised 1/32 in. minimum. Letters and numbers shall be Sans Serif characters; shall be at least 5/8 in. high, but should be no higher than 2 in.; and shall be proportioned in accordance with subparagraph 3.A.1 above. (4)Mounting Height and Location: Room identification signs shall be mounted on the wall surface on the latch (strike) side of doors shall be 60 in. (60") above the finish floor to the centerline of the sign and 8 in. (8") max. from the outside edge of the door frame. (5) Braille shall be positioned below the corresponding text in accordance with Sections 703.3 and 703.4 WALKING PARALLEL TO WALL Sign or Obstruction PROTRUDING OBJECTS AND HEAD ROOM IN PEDESTRIAN WAY (WALKS, HALLS, CORRIDORS, PASSAGE WAYS, AISLES INCLUDING CLASSROOMS, OFFICES, ETC. AND OTHER CIRCULATION SPACES.) 80" MIN. 4" MAX. HIGHER THAN 27" CLEAR WIDTH ANY AMOUNT 27" OR BELOW HINGED DOOR MAXIMUM DOORWAY DEPTH DETAIL SLIDING DOOR FOLDING DOOR 32" MIN. 32" MIN. 32" MIN. 32" MIN. 24" MAX. 36" MIN. BARN DOOR 32" MIN. SLIDE SIDE APPROACH SLIDING AND FOLDING DOORS FRONT APPROACH SLIDING AND FOLDING DOORS 42" MIN. 48" MIN. 54" MIN. 42" MIN. LATCH SIDE APPROACH SLIDING AND FOLDING DOORS NOTE: ALL DOORS IN ALCOVE SHALL COMPLY WITH THE FRONT APPROACHES CLEARANCES NOTE: CLEAR FLOOR SURFACES AT MANEUVERING CLEARANCES SHALL BE LEVEL WITH NO HEIGHT TRANSITIONS OR SLOPES. (EXCEPTIONS: THRESHOLDS AT EXTERIOR DOORS THAT ARE ACCEPTABLE BY STATE AND FEDERAL AGENCIES). HINGE SIDE APPROACHES - SWINGING DOORS PULL SIDE 60" MIN. 18" MIN. FRONT APPROACHES - SWINGING DOORS PUSH SIDE 48" MIN. X NOTE: X = 12" IF DOOR HAS BOTH A CLOSER AND A LATCH PULL SIDE Y X PUSH SIDE 42" MIN. Y NOTE: 1.X = 36" MIN. IF Y = 60" 2.X = 42" MIN. IF Y = 54" NOTE: Y = 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER HINGE SIDE APPROACHES - SWINGING DOORS PULL SIDE 48" MIN. Y 24" MIN. X PUSH SIDE 42" MIN. Y NOTE: Y = 54" MIN. IF DOOR HAS CLOSER 24" MIN. X NOTE: Y = 48" MIN. IF DOOR HAS CLOSER 48" MIN. TWO HINGED DOORS IN SERIES 60" MIN. 12" MIN 22" MIN 24" MIN 22" MIN 60" MIN 60" MIN FRONT APPROACH 48" 30" PARALLEL APPROACH . . 10" MAX. 48" 30" . . 48" 30" . . CLEAR FLOOR SPACE PARALLEL APPROACH 30" . X 48" . NOTE: 1.X IS LESS THAN OR EQUAL TO 15". 2.IF X IS GREATER THAN 15", THEN AN ADDITIONAL MANEUVERING CLEARANCE OF 12" SHALL BE PROVIDED AS SHOWN BELOW X 48" . MIN. 12". . X . 48" 30" NOTE: 1.X IS LESS THAN OR EQUAL TO 24". 2.IF X IS GREATER THAN 24", THEN AN ADDITIONAL MANEUVERING CLEARANCE OF 6" SHALL BE PROVIDED AS SHOWN BELOW X . 48" 30" . 6" . FRONT APPROACH UNOBSTRUCTED FORWARD REACH LIMIT MAXIMUM SIDE REACH OVER OBSTRUCTION HIGH AND LOW SIDE REACH LIMITS ITEMS WITHIN DASHED LINE ARE WITHIN REACH CLEAR FLOOR OR GROUND SPACE SHALL EXTEND NO MORE THAN 25 in. UNDER THE OBSTRUCTION MAXIMUM FORWARD REACH OVER AN OBSTRUCTION (SECTION) NOTE: 1.WHEN X <= 20", THEN Y SHALL BE 48" MAX. 2.WHEN X IS >20" TO 25", THEN Y SHALL BE 44" MAX. FORWARD AND SIDE REACH MOUNTING HEIGHT FOR SHELVES & DISPENSERS (TO CONTROL DEVICE ) SWITCHES AND CONTROLS AND TELEPHONES (MAXIMUM TO TOP DEVICE) AGE 46" MAX. 34" MAX. 30". >10" TO 24" 48" MAX. . 15" MIN. 10" MAX. 30" . Y X 48" . 15" MIN. 48" MAX. HIGH (MAXIMUM) LOW (MINIMUM) Ages 3 & 4 Ages 5-8 Ages 9-12 18" MIN. 16" MIN. 40" MAX. 44" MAX. ADULT REF. DIAGRAMS 36" MAX. 20" MIN. REF. DIAGRAMS MAX. 1/2" MAX. 1/4" 1/4" 1/4" 1/2" 2 1 60" MIN. 24" 36" MIN. 60" MIN. MIN. 12" 36" MIN. MIN. 12" 60" MIN. 4" MAX >27" AND <80" 4" MAX MAX. 27" X > 12" POST-MOUNTED PROTRUDING OBJECTS 80" MIN. POST X > 12" UNLIMITED UNLIMITED FIGURE 307.3 9" 6" MAX. TOE CLEARANCES SECTION 30" MIN. 17" - 25" PLAN SECTION 27" MIN. MIN. 8" 11" MIN. 30" MIN. 25" MAX. PLAN KNEE CLEARANCES CLEAR WIDTH OF AN ACCESSIBLE ROUTE MAX. 24" MIN. 48" MAX. 24" 36" MIN. 32" MIN. 36" MIN. 32" MIN. 42" MIN. X < 48" 42" MIN. 48" MIN. 36" MIN. X < 48" 36" MIN. 60" MIN. 180 DEGREE TURNS MAX. 43" AFF VISION PANEL GLAZING PANEL (no viewing permitted through door) MIN. 66" SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A002 I1720009 01.31.18 2009 ICC/ANSI A117.1 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 ACCESSIBILITY GENERAL NOTES Protruding Objects Clear Doorway Width & Depth Maneuvering Clearances at Door Clear Floor Spaces Clear Floor Spaces in Alcoves Proportions of International Symbol of Accessibility Mounting Heights Carpet Pile Ht. Vertical Level Change Beveled Level Change Turning Space - Circular T-Shaped Turn Space Post Mounted Protruding Objects Knee and Toe Clearances Accessible Route Vision Panel Heights 02/26/18 Nick Mishler adjacent existing construction to remain unless otherwise indicated. Proposed interior wall construction. Refer to floor plans for wall type. Existing construction (wall, column wrap, etc.) to remain (typ.) Align face of any new construction w/ face of adjacent existing construction to remain unless otherwise indicated. Existing construction (wall, column wrap, etc.) to remain (typ.) Existing construction (wall, column wrap, etc.) to remain (typ.) Align face of any new construction w/ face of adjacent existing construction to remain unless otherwise indicated. Proposed interior wall construction. Refer to floor plans for wall type. Wood shims as required at sill and jambs. Note: Coordinate minimum required wall thickness with fire extinguisher cabinet manufacturer prior to purchase. Size and type of extinguisher must meet all local and state code requirements. Recessed fire extinguisher cabinet. Refer to floor or code plans for locations. Anchor cabinet to double studs at jambs. Metal stud runner between vertical studs Refer to floor plan for wall types. 5'-4" From finished floor to top of rough opening Switch(es), Cardreaders, Pushbuttons, Thermostats - Multiple switches shall be ganged together under a single faceplate unless otherwise indicated. Door and hardware as scheduled Outlets - If within 1'-6" horizontally of door jamb, align with switch and/or other devices Fire strobe (where applicable) Notes: 1. Provide blocking on studs to align centers of back boxes. 2. Refer to Architectural Specifications or Project Standards sheet for all device and coverplate styles & colors. If applicable, refer to electrical drawings & specifications for additional information. 18" 80" 42" 6" 6" Thermostats shall be located 6" from the center of the adjacent switch device. In the event of a switch gang larger than shown, adjust thermostat location proportionally. 101 Conference 4" 4' - 0" Min. 5' - 0" Max. Typical Signage Location. Signs to be Building Standard. Signage to include room number, room, name and Braille lettering. Signage shall comply with notes on Sheet A002 and applicable accessibility standards for signage. Contractor to provide samples for Owner and Architect approval prior to ordering. Note: Coordinate minimum required wall thickness with fire extinguisher cabinet manufacturer prior to purchase. Size and type of extinguisher must meet all applicable code requirements. Contractor shall ensure all new and existing fire extinguishers are installed according to NFPA standards. Coordinate with Owner/Landlord regarding extinguisher type and housing required. Refer to floor plan for wall types. Metal stud blocking between vertical studs Semi-recessed fire extinguisher cabinet. Refer to floor or code plans for locations. Anchor cabinet to double studs at jambs. Wood blocking as required Wood shims as required at sill and jambs. Max 4'-0" from finished floor to top of extinguisher handle ALTERNATES Alt. No.1: Add alternate - Decorative wood ceiling blades in Breakroom 401. Approximate dimensions 12"H x 1 1/2"D x 18'L. Suspended from the deck above with aircraft cables. (ACCEPTED) Base bid - ceiling to remain open to the deck above. Alt. No.2: Add alternate - wall tile in shower with shower pan. (ACCEPTED) Base bid - fiberglass fitted shower surround. Alt. No.3: Add alternate - Glass storefront partition. (DENIED) Base bid - wood door with HM door frame and 3'-0"W sidelite. (DENIED - SEE ALT. NO.6) Alt. No.4: Add alternate - Ceramic Wall Tile (ACCEPTED) Base bid - Paint Alt. No.5: Add alternate - 36" sidelights at all office doors Base bid - 24" sidelights at all offices doors (ACCEPTED BASE BID) Alt. No.6: Add alternate - Conference room Timely frame with wood door. large glass sidelite. (ACCEPTED) Base bid - wood door with HM door frame and 3'-0"W sidelite. Alt. No.7: DEDUCT alternate - wood signage wall, all glass inserts, all with vinyl applicaiton for signage and for reeding/stripes. (ACCEPTED DEDUCT) Base bid - wood signage wall, with wood slats, glass with vinyl application for signage. 1 SYMBOL LEGEND 3 NO TYPICAL SCALE WALL ALIGNMENT AT MULLION 4 NO TYPICAL SCALE WALL ALIGNMENT DETAIL 1 NO VERTICAL SCALE SECTION FULLY RECESSED FEC 010000 General Contractor is to request the full set of Contractor Rules and Regulations from the Landlord upon receipt of drawings and become familiar with additional information pertaining to the building not covered in the drawing set. 010000 The Building Notes Listed below shall be used for pricing purposes only, and where conflicts arise, they shall be superceded by information provided in the drawings and specifications. The notes represent the Owner/Landlord/Architect's best understanding of existing building components and systems and shall be verified in the field by a qualified contractor and any discrepancies shall be brought to the attention of all parties for resolution prior to formal bids are submitted for the scope of work. 015000 The Contractor shall carefully protect all doors (to all elevators, mechanical/electrical rooms, stairways, janitorial closets, restrooms, hall doors, etc.) walls, carpets, floors, furniture and fixtures and shall repair or replace damaged property without cost to the Owner. Contractor shall maintain a weather tight condition to the existing building throughout the construction period. Contractor shall repair any damage caused by construction operations. 019200 The General Contractor will be held responsible for maintaining the integrity of the Building Life Safety System in areas under his construction and within his control. All stairwell doors shall remain closed at all times. Contractors shall comply with all OSHA regulations. In the event that smoke detectors are covered, this should be coordinated on a daily basis with Property Management. The job supervisor must ensure that covers are removed and the life safety system is operational at the end of each day. 024100 The Contractor shall notify Landlord 48 hours prior to commencement of dusty work (sheet rock cutting, sanding, extensive brooming, etc.) so Landlord may arrange for additional filtering capacity on the affected HVAC equipment, if necessary. Failure to make such notification will result in the Contractor absorbing the costs to return the equipment to proper condition. It will be the responsibility of the General Contractor to supply and change return air filters during construction, and after construction is complete if air is raw during construction. The Contractor must also provide protection for smoke sensing devices in order to prevent contamination of heads and fire system false alarms. If false alarms occur, fines will be imposed and are due and payable upon receipt to the Landlord. 024100 Any and all materials removed and not reused in the construction, except as directed by the Landlord, shall be disposed of by the Contractor as waste or unwanted materials. The Contractor shall follow all construction waste management requirements established in the Project Notes related to reclamation and recycling. The removal of waste materials from the premises shall be through the freight elevator with Property Management's prior approval. Construction debris shall not be deposited in the building's trash dumpsters. Damage to the dumpsters and/or additional hauls caused by the disposal of construction debris will be billed to the General Contractor. The General Contractor will be responsible for maintaining a separate trash dumpster to be located in an area designated by Property Management. The dumpster area shall be kept clean and all materials contained within the dumpster. In the event an area is not kept clean and in respectable condition, Property Management will cause the area to be cleaned by building personnel without prior notice to the General Contractor, who will subsequently be billed for the clean up. 087100 Door hardware shall match finish and style of building standards. Provide lever/locksets, butt hinges, stops and silencers, interchangeable cores, closers and smoke seals as required at rated assemblies. All rated doors shall carry the appropriate Warnock-Hersey label. 087150 All keying and re-keying of cylinders shall be coordinated with Landlord prior to work commencing. All cylinders shall be keyed according to the building keying system. 104400 Smoke, Heat and Duct Detectors shall match building standard and be compatible with the existing fire alarm control system. 104400 Audible/Visual Devices shall match the building standard make model and color unless approved by the Landlord. 104400 The General Contractor shall verify the make and model of the existing fire alarm control panel. All work to tie new devices into the existing system shall be performed by the vendor pre-authorized by the Landlord. 122000 Blinds at exterior windows shall match building standard: Levolor "Riviera" blinds with 1" aluminum slats. Finish shall be Mark-1, clear anodized. Review condition of existing blinds with Landlord prior to start of construction activities. 211300 Fire sprinkler heads shall match building standard type and finish, as appropriate for similar ceiling types. 224000 Water Heaters shall comply with existing building standard make and model range. Verify in field with Landlord. 230000 Thermostats shall match the existing building standard 230000 Supplemental air conditioning units (serving areas which exceed the base building allowable loads) shall be approved by the Landlord, with condenser mounted on the roof in location approved by the Landlord. Supplemental AC usage shall be metered with a building standard tenant electric meter. 233000 All air terminal devices shall match the existing building standard make and model. Devices shall be installed per building standard details appropriate for a specific ceiling assembly. 233000 All supply ductwork within insulated ceiling plenums shall be externally insulated sheetmetal with 1-inch thickness R-4 fiberglass duct wrap with kraft-scrim-foil vapor barrier jacket. On ducts over 18" wide, apply weldclips or stickclips to bottom of duct spaced 18" on center each way maximum. Seal all longitudinal and transverse seams and all punctures caused by weldclips with 2" wide SMACNA labled duct tape and mastic. 233000 All return ductwork within insulated ceiling plenums shall be internally lined sheet metal with 1-inch thickness 1.5 pcf density R-4 fiberglass duct liner. Airstream surface coating shall contain an immobilized EPA-registered, anti-microbial agent so it will not support microbial growth, as tested in accordance with ATSM G21 and G22. Duct liner shall be fastened with stickclips or weldclips spaced 18-inches on center each way maximum. Just before sections of ductwork are hung, coat end laps of duct liner with insulation cement and hang. 233000 All flexible duct used within insulated ceiling plenums shall be minimum or R-4 insulation value. Flex duct shall be factory fabricated assembly consisting of a zinc-coated spring steel or spiral aluminum helix, seamless liner shall be CPE film mechanically locked to helix without adhesives, insulation shall be factory wrapped fiberglass blanket, vapor barrier shall be fire retardant reinforced aluminum material. Flex duct shall be rated for 4000 fpm velocity, 6-inch w.g. positive working pressure, 1-inch negative working pressure. Flex duct shall be UL class 1 duct with flame spread of not over 25 and a smoke development rate of not over 50. Where flexible duct length exceeds 72-inches, horizontal support is required. Duct shall be suspended on 36-inch centers with a minimum 3/4" wide band strap and a minimum 6-inch wide sheet metal protective saddle. All joints and connections of flexible duct shall be made by installing "panduit" straps on inner jacket, sealing outer jacket with 2 wraps of SMACNA approved cut tape, and installing an additional "panduit" strap over the duct tape. 233000 All new HVAC equipment shall match existing building standards or receive explicit approval from the Landlord. 233300 Dampers shall match building standard make and model, and shall fail closed and be interlocked wtih base building fire alarm system. 233723 General Contractor shall update building EMS system which includes providing new graphic to be entered in to system. Contractor may utilize subcontractor of choice to complete associated work, but shall utilize the Landlord's vendor for actual uploading into the building's system. 260000 All electrical equipment (panelboards, breakers, meters, transformers etc.) shall match existing building standards. 261000 Electrical and lighting devices shall match existing building standard make, model and color, unless approved explicitly by the Landlord. 261000 Floor mounted power and data receptacles shall be approved, fire rated assemblies, Wiremold/Legrand models with a minimum of (4) Cat5e jacks and 1 1/2" conduit, and (2) duplex receptacles. 265100 LED lamps and ballasts shall match building standard manufacturer and type. BUILDING NOTES SHEET NUMBER: COPYRIGHT 2015 CARSON DESIGN ASSOCIATES JOB NO. DATE: DRAWING TITLE: STAMP: ISSUE: MIDWEST SOUTHWEST 12301 Research Blvd Bldg IV - Suite 130 Austin, TX 78759 Tel 512.977.0520 Fax 512.977.0384 www.carsondesign.com 9229 Delegates Row Suite 250 Indianapolis, IN 46240 Tel 317.843.5979 Fax 317.843.5975 A001 I1720009 01.31.18 General Information and Standard Details 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 01.31.18 Construction Documents - Addendum No.1 01.31.18 A.F.F./AFF Above Finished Floor ACT Acoustical Ceiling Tile APPROX. Approximate B.O. Bottom of BLKG Blocking BOT Bottom CAB Cabinet CJ Control Joint CL Center Line CMU Concrete Masonry Unit COL Column CONC Concrete CONST Construction CPT Carpet CT Ceramic Tile CW Cold Water DET Detail DF Drinking Fountain DIM Dimension DP Deep/Depth DWG Drawing E.T.R. Existing to Remain EA Each EIFS Exterior Insulation Finish System EJ Expansion Joint EL Elevation ELEV Elevation EWC Electric Water Cooler EXIST Existing EXIST'G Existing EXP Expansion or Exposed EXT Exterior F Fabric/Textile FD Floor Drain FE Fire Extinguisher FEC Fire Extinguisher Cabinet FIN Finish FLR Floor FT Feet GA Gauge GB Grab Bar GL Architectural Glass (Art Glass) GWB Gypsum Wall Board HDWR Hardware HM Hollow Metal HORIZ Horizontal HVAC Heating, Ventilation and Air Conditioning HW Hot Water JST Joist JT Joint KIT Kitchen LAM Laminate LAV Lavatory LF Laminate Flooring LLH Long Leg Horizontal LLV Long Leg Vertical M Metal M.O. Masonry Opening MANUF Manufacturer MAS Masonry MAX Maximum MB Marker Board MECH Mechanical MEZZ Mezzanine MFG Manufacturer MIN Minimum N.I.C. Not in Contract O TO O Out to Out O.H. Opposite Hand OD Outside Diameter OPNG Opening OPP Opposite PL Plastic Laminate PLAM Plastic Laminate PLWD Plywood PS Projection Screen PT Paint R Riser RA Return Air REF Reference REFR Refrigerator REQ'D Required RF Rubber Flooring RO Rough Opening SA Supply Air SC Sealed Concrete SCHED Schedule SEC Section SF Square Foot SIM Similar SPECS Specifications SS Solid Suface ST Stone STD Standard STL Steel SUSP Suspended T Tread T.O. Top Of TB Tack Board TEL Telephone TMPR Tempered TR Trim (Includes stair treads, nosings, transition strips, corner guards, etc.) TV Television TYP Typical TZ Terrazzo UNO Unless Noted Otherwise UR Urinal V.I.F. Verify in Field VCT Vinyl Composition Tile VERT Vertical VT Vinyl Tile VWC Wallcovering W/ With W/O Without WB Wall Base WD Wood WF Wood Flooring WH Water Heater WKP Working Point WP Wall Protection XXX-D Indicates finish to be determined XXX-E Indicates existing finish to remain ABBREVIATIONS 5 TYPICAL 3/4" = 1'-0" ALIGNMENTS 2 NO VERTICAL SCALE SECTION SEMI-RECESSED FEC 02/26/18 Nick Mishler 211 W. Main St., Carmel, IN 46032 Invesque, Inc. Monon & Main Suite 400 Monon & Main Suite 400 Invesque, Inc. Matt Dziadosz Phone: 317.567.0234 mdziadosz@leach-russellmech.com Leach & Russell Mechanical 9151 Ford Circle Fishers, IN 46038 Julie Berry Phone: 317.843.3760 jberry@carsondesign.com Mech. & Plumbing Engineer Contact Drew Pojar Phone: 317.780.2923 dpojar@ermco.com Ermco 1625 W. Thompson Rd. (46217) P.O. Box 1507 Indianapolis, IN 46206 Electrical Engineer Contact Construction Documents - Addendum No.1 01.31.18 This project consists of the build out of a suite in a newly constructed building. This is a Design Build project, MEP drawings to follow. Project Location Area of Work PLAN TRUE 1. Refer to attached M, E, & P drawings for more information. If drawings are not included and scope requires M, P, or E work Contractor shall provide design build- design and permitting services for the scope required for a successful project. 2. The design and installation of all MEP systems shall comply with the current Codes in force by the AHJ at the project location. Any required energy compliance or environmental reports required by the AHJ shall be prepared by the Contractor if not provided by the Owner or Architect’s consultants. 3. Contractor to field verify all existing building conditions and systems affected by the project work and be familiar with the drawings and project requirements prior to bid or contracting with Owner. No structural cutting, coring, or drilling shall be performed that impacts any part of the existing facility, without prior approval. Contractor shall retain the services of a structural engineer, if required by the Architect, Owner, or AHJ to obtain a required approval. 4. Architectural drawing have been provided to show the locations of all devices and systems. Contractor shall be responsible for reconfigurations, modifications, and/or new work needed to provide a complete functioning job without permanently disrupting existing building systems. Contractor shall coordinate with Owner, Building Facilities, and or other Tenants 48 hours minimum in advance of any interruption of any building service. 5. Architectural drawings shall take precedence over all other trades drawings when conflicts arise. Contractor to bring conflicts or inconsistencies between the architectural drawings and the drawing of other trades to the attention of the architect prior to bid, order, or installation. 6. Fire sprinkler modifications and new work shall be designed by a licensed fire sprinkler system designer in the state the project resides in, and must be installed by a state licensed installer. Contractor shall obtain any required approvals from the AHJ prior to start of construction. 7. Zoning of MEP systems shall be exclusive to the project area without cross over to other building areas, except as is indicated on the documents or as approved in advance. 8. Contractor to provide all required test and balance reports, O&M manuals, and commissioning activities required by the AHJ or project requirements in the appropriate phases of the project. Note: E.C. and/or design build contractor is to verify that project meets Indiana ASHRAE 90.1 energy codes. Design intent is to be within watts per square foot. Provide energy managment controls, such as sensor controls (ultrasonic and motion detection) and/or relay time clocks, as required by the code. Indiana required energy compliance report (ComCheck) is the responsibility of the owner or owner's representative. Drawings, specifications and energy control devices are shown with the intent of meeting current state energy codes. Submitting party is to alert designer and owner of any additional devices or load changes necessary to adhere to the code prior to submission of ComCheck. Addendum No.1 02/26/18 Nick Mishler