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HomeMy WebLinkAboutOS100 - Opening Schedule + DetailsACCENT WALL FINISH LOCATION: FLOORING TRANSITION: ROOM FINISH TAG: FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH WALL FINISH X FLOOR FINISH X FLOOR FINISH X FINISH REMARKS WD1 - B1 - P1 - C1 - XXXACCENT FINISHES: ELEVATION CERAMIC TILE MASONRY CONCRETE WOOD BRICK GLAZING SECTION GYPSUM BD./ STUCCO STEEL ALUMINUM RIGID INSULATION EARTH NON-CONTINUOUS WOOD BLOCKING CONTINUOUS WOOD BLOCKING BATT INSULATION BRICK 2X4 FLUOURESCENT FIXTURE DIRECT/INDIRECT FLUOURESCENT FIXTURE SURFACE MOUNTED PARABOLIC LINEAR UPLIGHTING (PENDANT-MOUNT) RECESSED PENDANT DIRECTIONAL DOWNLIGHT/WALL WASH WALL-MOUNTED FIXTURE PENDANT LIGHT FIXTURE DIRECTIONAL DOWNLIGHT/WALL WASH EMERGENCY LIGHTING- WALL MOUNT EMERGENCY LIGHTING-CEILING MOUNT SPEAKER EXIT SIGN (CEILING MOUNT) EXIT SIGN (WALL MOUNT) HVAC SUPPLY GRILLE HVAC RETURN GRILLE/EXHAUST GYPSUM BOARD CEILING EXHAUST FAN (CEILING) FULL - HEIGHT MILLWORK ABUTTING CEILING SMOKE ALARM/CARBON MONOXIDE DETECTOR S S/C NEW WALL NEW DOOR EXISTING WALL EXISTING DOOR DEMO WALL DEMO DOOR A. ALL INTERIOR WALLS TO BE TYPE 3a UNLESS NOTED OTHERWISE. B. ALL EXTERIOR WALLS TO BE TYPE 2a UNLESS NOTED OTHERWISE. C. ALL WALLS TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE. D. PROVIDE SOUND INSULATION IN WALLS SURROUNDING THE FOLLOWING: BATHS / BEDROOMS / MECHANICAL ROOMS. TYPE w.1 (EXISTING BRICK EXTERIOR) (INT.) 1/2" GYPSUM DRYWALL, 2X4 STUD WALL @ 16" O.C. W/ FULL CAVITY INSULATION (R-13), 1/2" SHEATHING (OSB/PLYWOOD), WEATHER BARRIER, AIR SPACE, BRICK (EXT.). TYPE w.2a (EXISTING EXTERIOR SIDING - VINYL) (INT.) 1/2" GYPSUM DRYWALL, 2X4 STUD WALL @ 16" O.C. W/ FULL CAVITY INSULATION (R-13), 1/2" SHEATHING (OSB/PLYWOOD), WEATHER BARRIER, SIDING (EXT.). TYPE w.3a 3 1/2" WOOD STUD @ 16" O.C., W/ 1/2" GYPSUM DRYWALL EACH FACE. STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE - UNLESS NOTED OTHERWISE. GYPSUM DRYWALL TO EXTEND TO UNDERSIDE OF STRUCTURE (TYPICAL). TYPE w.3b 5 1/2" WOOD STUD @ 16" O.C., W/ 1/2" GYPSUM DRYWALL EACH FACE. STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE - UNLESS NOTED OTHERWISE. GYPSUM DRYWALL TO EXTEND TO UNDERSIDE OF STRUCTURE (TYPICAL). INSULATE ALL BATHROOM WALLS. TYPE w.3c 3 1/2" WOOD STUD @ 16" O.C. (FILL WITH INSULATION), W/ 5/8" GYPSUM DRYWALL EACH FACE. STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE - UNLESS NOTED OTHERWISE. GYPSUM DRYWALL TO EXTEND TO UNDERSIDE OF STRUCTURE (TYP.). TYPE w.2b (NEW SIDING EXTERIOR - EIFS) (INT.) 1/2" GYPSUM DRYWALL, 2X4 STUD WALL @ 16" O.C. W/ FULL CAVITY INSULATION (R-19), 1/2" SHEATHING (OSB/PLYWOOD), 1 1/2" INSULATION BOARD + 3/8" EIFS (EXT.). TYPE w.3d 5 1/2" WOOD STUD @ 16" O.C., W/ 1/2" GYPSUM DRYWALL EACH FACE. STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE - UNLESS NOTED OTHERWISE. GYPSUM DRYWALL TO EXTEND TO UNDERSIDE OF STRUCTURE (TYPICAL). INSULATE ALL BATHROOM WALLS. TYPE w.3e 3 1/2" WOOD STUDS @ 16" O.CO. EITHER SIDE WITH 2" AIR GAP BETWEEN ADN 1/2" GYPSUM DRYWALL EACH FACE. STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE - UNLESS NOTED OTHERWISE. GYPSUM DRYWALL TO EXTEND TO UNDERSIDE OF STRUCTURE(TYP.). WALL TYPES LOCATION MAP SCALE: N.T.S.MERIDIAN ST / US‐31NI‐70E WASHINGTON ST I ‐65SMICH IG AN RD INDIANAPOLIS SITE I‐6 5 N I‐74 W I‐70 WUS‐40 US‐36 MARION HANCOCK MADISON HAMILTONBOONE HENDRICKS I‐69N I‐74 JOHNSON I‐65S V A J T CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. GB ROOM IDENTIFICATION SECTION CUT INDICATION DETAIL IDENTIFICATION ELEVATION SYMBOL REVISION SYMBOL SPECIFIC NOTES WINDOWS/GLAZING IDENTIFICATION DOOR IDENTIFICATION FURNITURE AND EQUIPMENT IDENTIFICATION TOILET ACCESSORIES GENERAL NOTES WALL TYPE ELEVATION ANNOTATION NORTH ARROW 1 NOTE 100 x FIRST LEVEL ELEV. 100'-0" 1 AXXX 100 ROOM NAME 1 1 w.1 1 1 AXXX 1 AXXX ABOVE FINISH FLOOR AIR CONDITIONER ALTERNATE ALUMINUM BELOW FINISH FLOOR BUILDING CABINET CARPET CEILING CERAMIC TILE CLOSET COLUMN CONCRETE MASONRY UNIT CONTINUOUS DEMOLITION DETAIL DIAMETER DOWN DOWNSPOUT DRAWING ELEVATOR EQUIPMENT EXISTING EXTERIOR FEET FINISH FIRE EXTINGUISHER FLOOR DRAIN FOOTING GLASS, GLAZING GYPSUM HEIGHT HOLLOW CORE HOLLOW METAL INSULATION INTERIOR JUNCTION BOX LAMINATE LAVATORY MAXIMUM MANUFACTURER CL AFF A/C ALT ALUM BFF BLDG CAB CPT CLG CT CLO COL CMU CONT DEMO DTL DIA DN DS DWG ELEV EQUIP EXIST EXT FT FIN FE FD FTG GL GYP HT HC HM INSUL INT JB LAM LAV MAX MFR METAL MECHANICAL MINIMUM MIRROR MICROWAVE NOT TO SCALE NUMBER ON CENTER OWNER FURNISHED/OWNER INSTALLED OWNER FURNISHED/ CONTRACTOR INSTALLED CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED PAINT PLUMBING PROJECT REFRIGERATOR REINFORCEMENT REQUIRED REVISION ROUGH OPENING SIMILAR SOAP DISPENSER SQUARE FEET STANDARD STAINLESS STEEL STEEL STORAGE TO BE DETERMINED TYPICAL UNLESS NOTED OTHERWISE URINAL VINYL COMPOSITION TILE VERIFY IN FIELD WATER CLOSET WITHOUT WOOD MTL MECH MIN MIR MW NTS NO. O.C. OFOI OFCI CFCI PT PLBG PROJ REF REINF REQ REV RO SIM SD SF STD SS STL STOR TBD TYP UNO UR VCT VIF WC W/O WD CENTERLINE Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000GENERAL NOTES (RESIDENTIAL) N LIGHT SWITCH THREE-WAY LIGHT SWITCH LIGHT SWITCH, DIMMER LIGHT SWITCH, JAMB DUPLEX RECEPTACLE, 120V, +18" A.F.F. (U.N.O.) QUAD RECEPTACLE, 120V, +18" A.F.F. (U.N.O.) TELEPHONE JACK, +18" A.F.F. (U.N.O.) DATA JACK, +18" A.F.F. (U.N.O.) DUPLEX DATA/TELEPHONE JACK, +18" A.F.F. (U.N.O.) JUNCTION BOX, +18" A.F.F. (U.N.O.) INTERCOM SYSTEM ALARM CONTROL PANEL THERMOSTAT INDICATED NEW ITEM DOOR BELL SPEAKER VOLUME CONTROL GLASS BREAK SENSOR ELECTRICAL LEGEND A. CONFORM ALL CONSTRUCTION TO THE BUILDING CODES INDICATED (OR MOST CURRENT) UNDER CODES AND STANDARDS AS WELL AS LOCAL, COUNTY, AND/OR CITY JURISDICTIONS. IF SUCH RULES AND REGULATIONS ARE IN CONFLICT WITH ANY PORTION OF THESE DOCUMENTS, INFORM THE ARCHITECT BEFORE PROCEEDING. B. THESE GENERAL CONSTRUCTION NOTES WORK IN COMPLIMENT TO THE DRAWINGS. WHERE DRAWINGS AND CONSTRUCTION NOTES ARE IN CONFLICT, PLEASE NOTIFY THE ARCHITECT TO REQUEST CLARIFICATION. WHERE DRAWINGS ARE IN CONFLICT WITH THEMSELVES (INCLUDES ALL DRAWINGS, INCLUDING CONSULTANT DRAWINGS), PLEASE NOTIFY THE ARCHITECT TO REQUEST CLARIFICATION. IN THESE CONDITIONS, THE MOST RESTRICTIVE OR MOST EXPENSIVE CONDITION PREVAILS. ARCHITECT WILL MAKE THE FINAL DETERMINATION WHICH CONDITION TO INSTALL IN FIELD. THE ARCHITECT’S DECISIONS ON MATTERS RELATING TO AESTHETIC EFFECT WILL BE FINAL IF CONSISTENT WITH THE INTENT EXPRESSED IN THE CONTRACT DOCUMENTS (INCLUDES DRAWINGS). C. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHALL NOT BE DISTRIBUTED NOR UTILIZED BY THE CONTRACTOR. IT IS THE CONSTRUCTION MANAGER’S (OWNER’S / BUILDER’S / ETC.) RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL CONTRACTORS, TRADES, AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT BEFORE COMMENCING ANY WORK AND TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS. D. ANY AND ALL PENETRATIONS SHALL RECEIVE SEALANT AND APPROPRIATE FLASHINGS TO SEAL ANY TYPE OF ENERGY LOSS OR WATER INTRUSION. FIRESTOPPING SHALL BE APPLIED IN THE OPENINGS AROUND PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES AND THROUGH EACH FLOOR. E. VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. F. DIMENSIONS ARE INDICATED FROM FACE OF COLUMN, FACE OF RAILING, FACE OF MASONRY, FACE OF STUD, AND EXISTING WALL FINISH UNLESS OTHERWISE INDICATED. FIELD VERIFY EXISTING CONDITIONS. EXTERIOR DIMENIONS OF WALLS ARE FROM FACE OF SHEATHING. G. THE CONTRACTOR IS TO VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. CONTRACTOR IS TO PROVIDE ALL BLOCKING AS NECESSARY TO ATTACH OWNER EQUIPMENT (WHETHER OR NOT EQUIPMENT IS FURNISHED BY CONTRACTOR.) H. THE POSTING OF AN OFFICIAL BUILDING PERMIT ON THE JOB SITE IS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR SECURING ALL PERMITS. I. THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED, IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT SUCH BE FURNISHED AND INSTALLED, AND CONNECTED WHERE SO REQUIRED. J. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. K. UPON COMPLETION OF PROJECT, PROVIDE OWNER WITH ALL INSTRUCTION MANUALS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FOR THE OPERATION OR MAINTENANCE OF ANY ITEM IN THE CONTRACTOR'S WORK. L. THESE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. M. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. N. ALL MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES. O. THE CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, PAINT, DUST, WATER, ETC. ALL SUCH DAMAGE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT THE CONTRACTOR'S EXPENSE. P. SCOPE DRAWINGS: THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND VERY GENERAL TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. Q. OWNERSHIP: THE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE ON THE SPECIFIC PROPERTY REFERENCED AND MAY NOT BE ALTERED OR USED FOR ANY OTHER INTEREST OR PROJECT WITHOUT ARCHITECT PERMISSION. ARCHITECT OWNS THE COPYRIGHT. OWNER RIGHTS ARE AS OUTLINED IN THE OWNER/ARCHITECT AGREEMENT. R. ALL CONTRACTORS SHALL FIELD VERIFY ALL CONDITIONS TO ENSURE PROPER REQUIRED CLEARANCES, FUNCTIONALITY, AND FULL OPERABILITY OF THEIRS AND COORDINATING SCOPES OF WORK. ARCHITECTS DRAWINGS ARE NOT SHOP DRAWINGS. SYMBOLS LEGENDSYMBOLS LEGEND STANDARD ABBREVIATIONS:REFLECTED CEILING LEGEND: MATERIALS LEGEND: FINISH PLAN SYMBOLS GENERAL INFORMATION DRAWING LIST WALL TYPES ANNOTATION LEGEND GENERAL NOTES (RESIDENTIAL) CODES & STANDARDS APPLICABLE BUILDING CODES (RESIDENTIAL) · 2020 INDIANA RESIDENTIAL CODE · 2018 INTERNATIONAL RESIDENTIAL CODE, FIRST PRINTING AUG. 2017, INCORPORATED BY REFERENCE W/ INDIANA AMENDMENTS CLIMATE ZONE: BUILDING THERMAL ENVELOPE: · CONFIRM WITH BUILDING OFFICIAL THE ACCEPTED OR REQUIRED PROCEDURES FOR VISUAL OR TESTING TO CONFIRM AIR TIGHTNESS AT END OF ROUGH-IN AND INSULATION PHASES. · TOTAL UA ALTERNATIVE USED TO COMPLY. STATUS SHEET NUMBER: SHEET TITLE: PROJECT NAME: DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STRUCTURAL ENGINEER: J D 3 MARION COUNTY: INDIANA 5 A000PRIVATERESIDENCE10000 Upton Court,Carmel, IN 4608010.21.22 CD1 NOT FOR CONSTRUCTION Cover SheetEGR/HEM CAS 2022_27 Drawing List Sheet Number Sheet Name A000 Cover Sheet A001 Architectural Specifications A002 Architectural Specifications A100 Site Plan ‐ Demo + New A101 Demo Plan A102 Demo Elevations A103 Foundation Plan + Slab Plan A104 Ceiling Framing Plan A105 First Floor Plan A106 Finish Plan A107 Reflected Ceiling Plans A200 Exterior Elevations A300 Sections A501 Door / Window Details A600 Opening Schedule A700 Lighting Plan & Schedule A900 3D Views ‐  Exterior A901 3D Views ‐ Interior 12/27/22 CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING.Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 MARK: STATUS SHEET NUMBER: SHEET TITLE: PROJECT NAME: DATE: DESCRIPTION: DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STRUCTURAL ENGINEER: A001PRIVATERESIDENCE10000 Upton Court,Carmel, IN 46080ArchitecturalSpecifications10.21.22 CD1 NOT FOR CONSTRUCTION EGR/HEM CAS 2022_27 01  General Conditions A. All construction shall conform to the current edition of the Indiana Residential Code and all Federal, State, and Local requirements (including the current version of the International Energy Conservation Code adopted/amended by the State of Indiana) as approved by the local building authority at building permit approval. B. Only Drawings that indicate “CONSTRUCTION DOCUMENTS”or "CDs" shall be used for final construction.  Drawings indicating “PROGRESS SET”, “BID SET”, “NOT FOR CONSTRUCTION”, and/or “CHECKSET”may not be complete.  It is the responsibility of the Contractor to ensure that they have acquired the most up‐to‐date set of Drawings that have been approved for construction. C. These General Construction Notes work in compliment to the Drawings.  Where Drawings and Construction Notes are in conflict, please notify the Architect to request clarification.  In these conditions, the most restrictive or most expensive condition prevails. Architect will make the final determination which condition to install in field. D. In all cases, follow manufacturer’s guidelines and instructions for material handling and installation. E. Contractor is responsible for maintaining a clean worksite throughout and also for means, methods, safety.  No smoking shall be allowed inside structures (new or existing).  Smoking is allowed outside ‐ dispose of butts properly (don't throw them in the yard or on the property).   Where applicable, Contractors shall abide by the neighborhood covenants‐guidelines as they pertain to construction activities and exterior improvements. F. The Contractor is responsible for protecting all existing construction, utilities and site amenities to not be affected by the project. G. Signed agreements between Contractor and Owner are required prior to proceeding with Work.  Agreements will itemize the scopes of work and agreed fee.  Contractor and Owner shall provide current certificates of insurance as a condition of the agreement. H. All Contractors to field verify existing conditions to ensure tolerances/sizes are adequate for fully functional systems/installations.  Architect's Drawings are not shop drawings.  Contractor shall report any discrepancies to Architect and Construction Manager.  Field verification of all conditions (including dimensions indicated on Drawings) shall be a condition of the Contract for all trades/suppliers to ensure proper coordination and tolerances adequate for the intended results and a compete job. 02  Sitework A. Finish grade to a level condition with a positive drainage away from house.  Finish grade, seed and straw as per agreement with Owner.  Coordinate with Owner’s Landscape Architect where applicable.  In order to comply with Fed/State/Local requirements and ‘sustainable practices’, provide means to limit topsoil erosion and pollution run‐off (by water and wind) to surrounding properties, particularly the adjacent body of water. B. Contractor shall provide & maintain straw or other erosion and splash control perimeter ground covering to prevent dirt‐mud debris from splashing onto finish wall surfaces. C. Provide perimeter foundation drainage and crawl space sump pits where indicated or as necessary. D. Heavy Duty Vapor Barrier as indicated on Drawings (for crawl spaces and under concrete slabs only) shall be ‘Grace:  Florprufe 120 Vapor Barrier’ and shall include full assembly accessories per manufacturer (Preprufe Tape).  Alternates shall only be considered if approved by Architect. E. Concrete Walks/Drives:  Excavate and remove all dirt as required for installation of minimum 6”pea gravel and 4”minimum concrete walk/drive.  Drives may benefit from 6" thickness (Ref:  Drawings)  Use air‐entrained concrete to strength to meet Code requirements.  Provide finish per Architect with control joints and expansion joints as required and as approved by Architect. Manage slopes as required for drainage and to coordinate with site conditions.  Refer to Landscape Architect Drawings for sitework/drives/walks/etc. F. Concrete Slabs (Substrate for Finish Stonework):  Same as walks above.  Coordinate slab elevations with proposed stone system thicknesses, etc. G. Finish Stonework for Terraces/Porches/Walks:  Follow design intent of the Drawings and all industry standards (ie, Limestone Institutes of America) for applicable products indicated on Drawings. H. Contractor is required to layout all site work per site plan and identify any discrepancies to the Architect for clarification prior to commencement of work. I. Contractor shall mark and verify location of underground utilities prior to commencement of work. J. Excavation shall be performed in a timely and neat fashion and shall be executed to minimize disturbances to the trees marked to remain and the Owner’s property and adjacent property.  All excavated material shall be spread on the existing property where possible.  If not possible, Contractor shall remove spoils from site completely. K. Contractor shall work within the neighborhood covenants and shall particularly attend to dirt and debris that may be tracked into the streets (in addition to the other topsoil erosion and pollutant control mentioned above). 03 Concrete A. Contractor shall verify that all subsurface soils meet design requirements prior to pouring concrete footings and / or slabs and shall coordinate Permit inspections accordingly. B. Concrete footings shall be at a minimum depth of 30" below grade or below frost line as defined by applicable Building Code, whichever is greater, be 24”wide, and 10”deep/thick with (2)#5 rebar running continuously (except where noted otherwise on Drawings or Scopes of Work).  Footings to utilize minimum 2.500psi concrete.  Refer to foundation plan for size/design.  A more economical 16" wide footing (bucket width) x just below grade height may be utilized with shorter CMU foundation wall if this method will save on cost (as approved by Architect). C. Concrete Walls:  Reinforcing to be per Drawings.  Walls to utilize 3,500psi concrete.  At garage or overhead doors, rough opening shall be 3" wider than the finish door opening size and 1‐1/2" taller unless noted otherwise on Drawings.  Please refer to Drawings for any special details or visible walls or portions of walls requiring a special finish (board‐formed, for instance).  Complete mock‐up for Architect approval in cases of special finish. D. Concrete Slabs:  Provide minimum 4”concrete slab over 6”pea gravel/compacted fill with heavy duty approved vapor barrier buried at mid‐point of pea gravel/fill.  Provide control joints as indicated on Drawings or to meet Code minimum requirements. Joint locations are to be approved by Architect and may be sawcut or tooled as approved by Architect.  If indicated on Drawings, provide additional reinforcements indicated.  Interior slabs to utilize 4,000psi concrete.  Finish to be standard smooth.  Slab shall slope to drain or slope to door with sloped door depression to manage water per Drawings. E. Drives, walks, site retaining walls to utilize 4,000 psi with air‐entrained mix with fiber‐reinforcement.  Drive to have tooled edges and control joints with finish broomed to edge without visible flat tooling at edges  unless noted otherwise.  Refer to Drawings for special finishes ‐ provide site mock‐ups for Architect approval prior to proceeding with the work. F. Contractor will backfill footings/foundation walls.  Slope grade away from walls per section drawings. G. Contractor is to provide exterior + interior perimeter drainage tiles wrapping the addition and tying into existing drainage system and new sump pit. H. Foundation Waterproofing:  Xypex Concentrate (fluid‐applied) or approved equal. I. Foundation ‘Membrane’:  Grace Ice & Water Shield (membrane) or approved equal. 04 Masonry A. Contractor shall provide Stone, Brick, and Concrete Masonry Units as approved by the Architect and Owner. B. Protection:  All masonry materials shall be stored in such a way that they are elevated above the ground and covered to protect from moisture, mud, dust and material contaminants.  Completely cover top and minimum of 24”vert. of both sides of partially completed work when work is not in progress. C. Concrete Masonry Units:  Concrete Masonry Units shall be laid with all reinforcing, ties, joints, waterproofing and grouting as designed and as required by applicable Building Code sections, ASTM Standards and the International Masonry Institute.  All CMU’s shall be laid true, level, plumb and in accordance to the plans.  At garage or overhead doors, openings shall be 3" wider than finish door width and 1‐1/2" taller unless noted otherwise on Drawings.  At wall foundations, if wall section is designed without flashing for brick veneers, then CMU foundation backside must be drilled on the interior base 8" on center to allow weeping into the perimeter drainage system.and other like conditions to allow electrical boxes to be centered or as otherwise implied/indicated on Drawings. D. Roofing underlayment material shall be 30# asphalt saturated or organic felt (and ice/water shield where indicated on roof plan ‐ ice/water shield likely by roofer TBD).  Underlayment should be applied over the entire roof as soon as the roof sheathing has been completed with at least 2" top lap at all horizontal joints and 4" side lap at end joints in the underlayment.  The underlayment should be lapped 6" from both sides over all hips and ridges.  Cap nails are to be used to hold the underlayment securely in place until shingles are applied.  Lowest toe boards shall be at roof’s edge. E. Framing plans are as indicated.  Should Contractor have suggestions of other beneficial ways to frame, Contractor shall review with Architect. F. In buildings with plaster, shim adjacent walls as necessary so that new drywall will align with existing plaster walls ‐ as approved by Architect. G. All cut offs longer than 2’ ft shall be kept in an organized manner for later use to assure that waste is kept to a minimum. H. At a minimum, floor, ceiling and girder joist spans shall be as outlined in the current building codes. I. Sub floors over joist systems shall be 3/4" OSB tongue and groove 4' x 8' sheets (or plywood as negotiated).  All exterior bearing walls shall be 2X lumber, 16" on center with treated sill plates (where over CMU or concrete) and double top plates.  All exterior walls shall be fitted with plywood sheathing per Drawings complete (OSB optional per Drawings).  Interior non‐bearing walls may be constructed with a single top plate installed to provide overlapping at corners and intersections. J. All stud walls in shower and tub areas receiving tile shall be 12”on center.  All walls containing plumbing waste, vents or supplies shall be 2" x 6" K. All floor systems shall be constructed with joists as indicated on plans.  All installations shall be in strict accordance with the finish flooring manufacturer’s recommendations.   For additions, be prepared to shim tops of new foundations to match existing foundations so that all floors will align. L. Tables in building code shall determine allowable header spans.  Load bearing headers are not required in non‐bearing interior partitions. M. Allowable unsupported spans for ceiling joists shall be determined by tables in building code.  Allowable spans for roof rafters shall be determined by tables in building code.  Roof decking shall be 5/8" OSB or its equivalent for rafter spacing of 16”o.c. or less.  Refer to tables in code for applications with joist spacing greater than 16”o.c.  All attic space shall have a net ventilation of not less than 1 to 300 square feet (unless alternative insulation system as proposed and approved by Architect).  A readily accessible access not less than 22" x 40" will be provided to any attic with a clear height over 30".  Approve locations and details with Architect. N. Stairs:  Stringers shall be spaced a maximum of 12" o.c.  Assume 2x12 members with 2x4 sistered reinforcement or as otherwise approved by Architect.  Stair rough openings shall be oversized as needed to achieve finish width of 36" minimum. Account for all sheathing/finish/millwork applications to come. O. Garage Door Openings:  Garage door openings over 6’ wide shall be framed/sheathed/nailed/anchored per Figure R602.10.5(2) in the Indiana Building Code and as per detail that is included on Architect's Construction Documents.  Rough framing shall be 3" wider and 1‐1/2" taller than actual door size unless noted otherwise on Drawings. P. All exterior decks shall be constructed using Simpson or equivalent hardware/fasteners, Z‐MAX or equal per Architect's Drawings/Details or as approved by Architect.  Hardware fasteners shall be HDG (hot dipped galvanized) and compatible with hardware as approved by Architect.  Finish deck materials shall use hidden groove fasteners or as otherwise approved and detailed by Architect (or match existing as approved by Architect).  Structural support lumber for decking shall be treated lumber on foundations per Drawings.  Finish decking materials shall be as indicated on Drawings.  Ledger boards shall utilize Code‐ approved attachment methods and as approved by Architect in‐field.  All decks abutting a house or wall shall be flashed as approved by Architect.  All details to be reviewed/approved by Architect prior to beginning work.  Tops of each joist or structural member shall have Vycor Deck Protector applied and tied to all flashings installed to achieve positive drainage.  Deck Protector shall be cut tight to match width of joists and shall not lap over the side of the joists.  Refer to Architect details, particularly at ledger boards.  If no details exist, contact Architect for acceptable means of flashing decks to walls and openings. Q. All material deliveries shall be placed where they will NOT hamper installation of underground utilities or other operations such as dumpster removal, portable toilet maintenance, etc. R. The Contractor shall carefully layout and erect all structural members of rough carpentry, framing, sheathing and bridging. All members shall be properly plumbed, leveled and braced until all structural connections are in place.  A sufficient numberof nails, screws and bolts shall be used to insure the rigidity of the construction and to meet Code requirements. Framing lumber shall conform to national design specifications (and current Indiana Residential Code) for stress grade lumber and its fastenings.   Joists and all other shall meet the following criteria unless noted otherwise on Drawings: 1.  All interior non‐load bearing or shear wall studs top and bottom wall plates to be #2 Spruce‐Pine‐Fir‐Northern per N.L.G.A. or better: Fb = 875 psi Ft = 450psi Fv = 70 psi Fc (PER) = 425psi Fc (PAR) = 1,150 psi E = 1,400,000 psi 2. All exterior and shear wall studs, top and bottom wall plates shall be #1 Southern Pine or better: Fb = 1,850 psi Ft = 1,050 psi Fv = 105 psi Fc (PER) = 565psi Fc (PAR) = 1,450 psi E = 1,800,000 psi 3. All rafters, ceiling joists, ridge and valley boards, headers, and misc. blocking shall be #1 Southern Pine or better: Fb = 1,850 psi Ft = 1,050 psi Fv = 105 psi Fc (PER) = 565psi Fc (PAR) = 1,450 psi E = 1,800,000 psi 4. All laminated veneer lumber (LVL) or glue laminated beam (GLB) shall be manufactured by Trus‐Joist McMillan, Alpine Structures, Inc, Mitek Wood Products, Weyerhauser, or Anthony Forest Products: Fb = 2,600 psi Fc(II) = 2,510 psi Fv = 285psi E = 1,900,000 psi S. Unless noted otherwise, space all studs @ 16”O.C., provide double studs at all openings, and construct corners with no less than 3 full members.  Bearing wall studs shall be spaced a maximum of 16”O.C. with double top plate.  Provide a minimum of 3 studs at each bearing point (also refer to framing plan Column Schedule for minimums).  All headers shall be 2‐2x12’s with ½” solid filler unless noted otherwise on Drawings.  Exterior headers shall be built with extruded polystyrene insulation board per Architect details.  Non‐bearing wall construction shall be 2x4’s @ 16”O.C. unless noted otherwise with headers being a minimum 2‐2x4’s.  Provide blocking at ceiling line for proper drywall attachment.  Provide all blocking as required for draftstopping + fireblocking to meet applicable Code requirements. T. All bearing walls over 10’‐0”in height shall be 2x6 studs at 16”O.C. or 2x4 studs at 12”O.C.  Refer to specific notes on Drawings, as Drawings call out stud widths.  Also, in areas with board and batten siding (or similar), space and group studs such that battens and panel ends will align with and anchor into studs. U. Layout floor joists and roof trusses to eliminate conflicts with plumbing stacks, toilet plumbing, furnace plenums, gas flues and combustion air vents.  Layout to allow plumbing to toilets to center in space provided without cutting joists.  Full joist space above (or below) furnace for trunk line connection to furnace must be provided.  Coordinate adequate chases for duct runs with Architect, Construction Manager, and HVAC Contractor. V. Maintain joist spacing for duct work where dimensions are given. W. Multiple member headers/beams shall be glued and nailed together to act as one member. X. All beams are to have continuous lateral support unless noted/detailed otherwise. Y. All nailing and connections are to be per local codes and manufacturer’s recommendations. Z. Joist hangers at all flush beams shall be a minimum of 16 gauge galvanized steel and properly sized to accept joists. 06  FINISH Carpentry A. Includes, interior trim, jambs and millwork, interior stair work, interior architectural wall surfacing, wood or plastic laminated casework, wood countertops, factory/shop finishing, and hardware (interior and exterior). B. Minimal standards for work within this section shall be in conformity with the MANUAL OF MILLWORK, latest edition, Standards of the Architectural Millwork Industry as adopted by the WOODWORK INSTITUTE. C. When requested, submit shop drawings in conformance with MANUAL OF MILLWORK ‐ SECTION 1, "Basic Requirements for Architectural Millwork Shop Drawings." D. Submit samples when requested of each cut and species of wood to be used, minimum size 6"x12" for lumber and 12"x12" for plywood.  Submit additional samples that will be used by painting trade for preparation of paint samples.  Submit each piece of proposed hardware, in the job specified finish. E. Quality Assurance:  Performance shall be in accordance with PREMIUM GRADE of the WOODWORK INSTITUTE ‐ MANUAL OF MILLWORK. F. Delivery, Storage and Handling:  Deliver all materials only when the project is ready for installation and the General Contractor/CM has provided clean storage area as defined in the MANUAL OF MILLWORK.  Coordinate all fabrication, delivery and installation work with the General Contractor/CM and other applicable trades. G. Lumber shall be in accordance with the MANUAL OF MILLWORK ‐ SECTION 3 and the GRADES specified. H. Plywood shall be in accordance with the MANUAL OF MILLWORK ‐ SECTION 4 and the GRADES specified. I. Fabrication shall comply with First Class Workmanship, as defined by the MANUAL OF MILLWORK. J. Interior jambs, casings, base, crown, wraps, wainscotings, etc shall be as per Architect Drawings.  Hardware shall be as specified on Drawings/Scopes of Work. K. Stair Details:  On stained wood‐finished treads, wood grain shall run as directed by Architect.  Where stairs change direction at landings, wood grain shall run as directed by Architect.  On winder stairs, tread grain shall run parallel with the nosing of said tread unless noted otherwise. L. FINISHING:  shop/factory finishing is preferable over field finishing.  Coordinate with Architect/CM.  Paneled or like doors shall be stained prior to assembly to allow for door shrinkage (to minimize exposed unfinished wood reveals during winter months when wood usually shrinks) ‐ applies to man‐doors and cabinet doors. M. EXAMINATION:  Verify the adequacy and proper location of any required backing and support framing.  Verify that mechanical, electrical, plumbing and other building items (supplied by others) effecting work in this section are in place and ready. N. INSTALLATION:  Install all work in conformance with MANUAL OF MILLWORK Premium Grade.  All work shall be secured in place, square, plumb and level.  All work abutting other components shall be properly scribed.  Mechanical fasteners at exposed and semi‐exposed surfaces, excluding installation attachments screws and screws used for attaching cabinets end to end, shall be countersunk.  Equipment cut‐outs within countertops indicated on plans shall be cut by installer.  Method of attachment, including the type, size, frequency, and/or spacing of anchoring devices and fasteners shall comply to MANUAL OF MILLWORK minimum requirements or be as indicated in the plans or specifications.  All installations including attachment of casework and countertops shall be in compliance with MANUAL OF MILLWORK minimum requirements. O. ADJUSTING:  Before completion of the installation, the installer shall adjust all moving or operating parts to function smoothly and correctly. P. CLEANING:  Upon completion of the installation, the installer shall clean all items installed of pencil or ink marks and broom clean the area of his operations, depositing debris in containers provided by the General Contractor or Construction Manager. Q. ACCESSORIES:   Unless noted otherwise, finish carpenter shall be responsible for installing accessories such as grab bars, towel bars, soap dispensers, and other wall‐mounted items.  These items shall be discussed and itemized or an allowance identified in the Finish Carpenter's scope of work. 07  Thermal & Moisture Protection A. Insulation type is to be spray cellulose (walls) and dense‐pack cellulose (vaulted ceilings) as indicated on Drawings.  New house exterior walls shall contain not less than total R‐19 thermal insulation (R13 + R5 or equivalent R19 per Architect/Drawings).  Ceiling insulation shall not be less than R‐38.  Garage exterior walls shall contain R‐11 and R‐30 ceilings minimum below living space (cellulose per above).  Attic (non‐vaulted ceilings) shall utilize loose‐fill cellulose insulation to minimum R‐38 complete with perimeter ventilation troughs to allow clearance for soffit ventilation.  Provide ventilation troughs at vaulted ceiling areas that will stand‐up to dense‐pack installation.  Provide fire protection caulking as required. Provide low density spray foam insulation around door/window shim spaces.  In crawl space + rim joists, provide spray‐foam insulation or spray cellulose to R‐Value per Code and Drawings with protective mineral fiber insulation for fire‐spread per Code.  Insulation papers or foams may not be exposed to livable, storage, or conditioned space ‐ must be covered with Code‐ approved fire retardant coating.  Per Code requirements, all insulation materials, systems, and equipment shall be identified in a manner that will allow a determination of compliance.  Insulation installer shall sign, date, and post a certificate in a conspicuous location on the job site.  Certificate shall be permanently posted on or in the electrical distribution panel. B. Shingle Roofing:  Provide shingles or other roofing as indicated on Drawings.  Provide Grace Ice & Water Shield or approved equal at all eaves, rakes, and valleys as indicated on Drawings.  Install roof vents (for bathrooms, laundry rooms, range‐hoods, provided by others) per CM.  Provide and install approved pipe boots for other plumbing vents and roof penetrations complete. Coordinate with installation of skylights by others.  Provide aluminum angle flashing integrated with shingles at roof‐to‐wall siding conditions.  Provide copper angle flashing integrated with shingles at roof‐to‐masonry wall or chimney conditions.  Step size and final appearance to be as approved by Architect.  Follow SMACNA recommendations as a reference standard level of quality assurance. C. Shingles:  30‐year Dimensional Shingle.  Basis of Design:  Certainteed –Independence (Final Selection by Architect). D. Metal Roofing:  Standing Seam metal roofing as approved by Architect. Membrane Roofing:  Adhered EPDM Membrane (single‐ply) reinforced (.060”).  Provide all membranes, flashing, bonding adhesives, etc for a complete system following all manufacturer recommendations.  Flat roof is not visible, so European gravel topping may not be necessary. E. Aluminum (General + Copings):  Provide copings at parapets where indicated on Drawings and coordinate with Gutters/Downspouts.  Follow all recommendations of SMACNA and as approved by Architect for water‐tight installation. F. Aluminum (Conductor Head/Scupper):  Conductor Heads/Scuppers shall be factory/shop welded from .050" (1.25mm) or .063" (1.60mm) aluminum (depending on conductor/scupper dimensions ‐ prevent oil‐canning).  Finish to be as approved by Architect per below. G. Aluminum (Downspouts at Conductor Heads/Scuppers):  Downspouts to be .050" (1.25mm) aluminum in 10'‐0" long sections per Architect approved profile.  Finish to be as approved by Architect per below. H. Aluminum (Finishes):  Natural mill aluminum, Pre‐coat Kynar 500, or anodized (clear, bronze, black) as specified/approved by Architect. I. Ridge Vent:  Core‐A‐Vent ‐ [V‐300 (8‐1/2")] or approved equal. J. Roof to Wall Vent:  Core‐A‐Vent or approved equal. K. Gutters:  Provide gutter style/type/material as indicated on Drawings.  Provide all non‐corrosive and complimentary fasteners, brackets and accessories as required for complete installation.  Gutter placement on gutter board must be as indicated on wall section or otherwise follow latest edition of Graphic Standards guidelines.  Front lip of gutter is to be below the imaginary line following the angle of the roof slope over the gutter.  This guideline reduces snow and ice build‐up at roof eaves and minimizes ice‐damming potential.  Confirm the need for gutter protectors to keep out debris. F. Ice & Water Shield:  Basis of Design ‐ Grace (or approved equal). 08  Doors & Windows –Glass & Glazing A. Provide aluminum‐clad wood exterior doors and windows as indicated on Drawings.  Follow manufacturer’s installation instructions + guidelines for flashing openings (Possible Alternates:  Fiberglass‐Coated Wood,  Painted Wood, or Aluminum). A. Painting (Execution):  Contractor shall protect surrounding work from damage by paint or other finishes.  Remove all hardware, accessories, fixtures, plates prior to painting surrounding areas.  Items that cannot be removed shall be masked or otherwise protected.  Reinstall all removed items.  Mask tracks and weather strips and windows.  Caulking shall be of high quality white latex.  Install caulk at all vertical joints; between adjacent materials; at all jambs of all windows and doors; at all sills and around thresholds, and all vertical and horizontal trim joints.  Apply one (1) coat tinted primer and two (2) finish coat on all walls and ceilings to minimum dry film thickness recommended by manufacturer.  HVAC supply and return grills are to be painted at the same time as the walls and are to match wall colors (except where noted otherwise –special Architectural conditions).  Interior trim and doors to be painted/stained as per Architect. B. Painting (Execution):  Following the initial painting work (prime coat + finish coats), painter will be responsible to return a minimum of one more round at end of the job to handle final touch‐ups/punchlist items.  This work will include painting of minor drywall patches/repairs. C. Tile (Reference Standards): Comply with current editions and applicable Specifications of the following:  American Society for Testing and Materials (ASTM), American National Standards Institute (ANSI), Tile Council of America (TCA) Handbook for Ceramic Tile Installation. D. Tile (Quality Assurance):  Follow all manufacturer installation instructions.  Provide setting, grouting and related materials of each type, color and finish obtained from one source.  Engage installer with a minimum of five (5) installations similar in material, design and scope to that indicated.  Prior to tile installation, conduct a pre‐installation project meeting.  CM, Contractor, Architect, and Owner representative shall be notified of the meeting.  Install a field mock‐up of size agreed by CM and Architect for approval.  Mock‐up may be utilized in the final product.  Furnish extra stock of quantity equal to 5% of amount installed, in full size units, for each type, color, size and finish tile.  Illuminate the work area during installation providing the same level and angle of illumination as will be available for final inspection.  Maintain environmental conditions per manufacturer and standards institute recommendations. E. Tile (General):  Refer to Interior Finishes information on Drawings for tile/grout selections.  Provide samples where requested on Drawings.  Review the need for sound attenuation mattes under tile floors and under jetted tubs.  Provide metal transition and corner strips as per Architect/Drawings.  Utilize Schluter Kerdi‐System for wet and perhaps also non‐wet areas as directed by CM or Architect.   Kerdi‐System or other approved waterproofing membrane shall be continuous to drain as per manufacturer guidelines.  Use appropriate installation mortars according to ANSI A118‐1999 or A136.1‐1999.  Use grout per ANSI A118.3, A118.5, A118.6 or A118.8‐1999 series or A136.1‐1999.  Use waterproofing/Anti Fracture Membrane as required according to ANSI A118.10‐1999.  Refer to TCA Handbook (current) for recommendations on locating, treating and detailing various types of construction joints ‐ Architect must specify/approve type of expansion joints and show location and details on drawings.  Use sealant complying with ASTM C920 to Type, Grade, Class and Uses required.  Provide stone threshold trim strips or other edging material where tile terminates at dissimilar finishes as shown or specified.  Prefabricated expansion joints can also be used when suitable for installation. F. Tile (Examination/Preparation):  Examine substrates where tile will be installed for compliance with requirements for installation tolerances and other conditions effecting performance of installed tile.  Verify that substrates for setting tile are well cured, structurally sound dry, clean, and free from oil or waxy films, curing compounds or other coatings and surface treatments. Do not proceed with installation until unsatisfactory conditions have been corrected.  Commencement of work signifies acceptance of substrate and installation conditions.  Prepare and clean substrate in accordance with installation standards and manufacturer's instructions, removing protrusions/bumps/ridges, repairing cracks/holes/depressions.  Floor substrate must be within 1/4" in ten feet from required plane.  Wall substrate must be within 1/4" in ten feet from required plane.  Large tiles with narrow joints may require closer tolerances, such as 1/8" in ten feet.  Blend tiles before installing in accordance with reference standards to achieve an even range and distribution of color and finish. G. Tile (Installation):  Install tile in accordance with ANSI A108 standards, appropriate TCA methods, and written instruction of the specified manufacturers.  Install tiles in the patterns indicated.  Align joints when adjoining tiles on floor, base, walls, and trim are same size.  Adjust to minimize tile cutting and to avoid tile less than half size.  When possible, smooth cut edges of tile and/or use appropriate cutter or wet saw to produce smooth cuts.  Provide straight cuts which align with adjacent materials.  Provide tile joints uniform in width, subject to variance in tolerance allowed in tile size.  Make joints smooth and even, without voids, cracks, or excess mortar or grout.  Use a beating block and hammer or rubber mallet so that faces and edges of individual tiles are flush and level with faces and edges of adjacent tiles, and to reduce lippage. H. Tops (Stone/Quartz):  Follow MIA (Marble Institute of America) guidelines.  Substrates to be suitable, field measure/template in field, confirm edge profiles with Architect, and confirm spans/support.  Provide backsplashes as per Drawings/scopes.  Provide joint fillers as needed.  Integrate under‐mount sinks as needed.  Follow all shop/fabrication/transport/installation recommendations.  Provide samples for approval as requested. I. Flooring (other):  Follow all manufacturer installation instructions, including surface/substrate preparation. J. EIFS (Exterior Insulation Finish System):  Reference Standard, STO, STOENERGY GUARD (or approved equal) ‐ rainscreen system. K. Stucco (Alternate to EIFS): three part system –leveling / waterproof base coat + stucco base + acrylic bonder & admix (finish smooth).  Follow manufacturer guidelines and ASTM C926 on appropriate reinforcing materials, application, and mixture for Indiana climate. CMU mortar joints to be flush with block prior to applying stucco material. Provide mock‐up for Architect / Owner review prior to install.  Must be a weeped wall system.  Provide Reinforcing mesh: 355 standard mesh (4.5 oz per sq. yd.) or 358.10 intermediate mesh (12 oz per sq. yd.) per Stucco Manufactures assembly guidelines. 15 ‐ HVAC A. Provide new air handlers and heat pumps zoned as agreed including all required duct runs/supplies/returns.  Air handler will be located as agreed.  Ducts running through attic space will require insulation and will be covered/wrapped with additional attic insulation.  The system shall be a complete operating system meeting the heating and cooling needs of each floor. ALTERNATE:  Geothermal HVAC system option(s). B. Heating and cooling equipment shall be sized per ACCA Manual S based on loads per ACCA Manual J or other approved methods and shall be sized to integrate the high efficiency construction of walls, floors, ceilings, and windows/doors. C. HVAC Contractor is responsible for providing the disconnect box and hooking‐up the equipment to the box, including hooking up the wire provided by the Electrical Contractor.  HVAC contractor to verify that all equipment is operating properly at finish. D. Gas line modifications/supplies as related to HVAC systems to be by HVAC Contractor.  Coordinate any other related gas line work with General Contractor/Builder/CM and Plumber to clearly define scopes of work. E. All air ducts, air handlers, filter boxes, and building cavities used as return ducts shall be sealed at joints and seams as required by Code.  Supply ducts in attics shall be insulated to R‐8 or greater.  All other ducts in unconditioned spaces or outside the building envelope shall be insulated to R‐6 or greater.  Building cavities shall not be used as supply ducts.  Post construction duct tightness test result shall be equal to or less than 8 CFM to outdoors, or equal to or less than 12 CFM across systems.  Or, rough‐in test shall be greater than or equal to 6 CFM across systems or greater than or equal to 4 CFM without air handler. Rough‐in test verification may need to occur during Framing inspection. F. Thermostats shall be programmable and wiring shall have the capability to be incorporated into home automation system now or in the future.  Heat pump thermostats shall be installed on heat pumps.  Circulating service hot water systems shall have automatic or accessible manual controls.  Circulating service hot water pipes shall be insulated to R‐2 minimum. G. In addition to the ductwork required for the heating and air conditioning systems, provide and install required ductwork for all bathroom exhaust fans to the exterior.  Exhaust fan systems shall meet code requirements.  Refer to Light Fixture Schedule for specifications/allowances. H. Provide venting for range hoods over kitchen cook top and the dryer venting to the exterior. I. All supply registers to include multi‐vane dampers.  All wall registers to be white but paintable except where noted otherwise on Drawings.  All supply and return boots are to be cleaned, spray‐painted black and covered after installation to prevent debris from entering. J. All PVC roof penetrations are to be covered with copper boots of the appropriate size or painted to match roof.  Architect prefers consolidation of roof‐penetrating vents where possible, and would like shop drawing from plumber indicating anticipated roof penetrations. K. Prior to the start of construction work or purchasing materials, Contractor shall supply a comprehensive layout of the proposed supply and return systems for Architect, Owner, and CM approval and coordination with other systems and shall demonstrate energy code compliance as required. L. Provide all equipment manufacturer manuals for mechanical and water heating equipment. M. Plumber to provide drain line / trap for condensate line.  HVAC contractor responsible for connecting condensate line to drain provided by others A. Painting (Execution):  Contractor shall protect surrounding work from damage by paint or other finishes.  Remove all hardware, accessories, fixtures, plates prior to painting surrounding areas.  Items that cannot be removed shall be masked or otherwise protected.  Reinstall all removed items.  Mask tracks and weather strips and windows.  Caulking shall be of high quality white latex.  Install caulk at all vertical joints; between adjacent materials; at all jambs of all windows and doors; at all sills and around thresholds, and all vertical and horizontal trim joints.  Apply one (1) coat tinted primer and two (2) finish coat on all walls and ceilings to minimum dry film thickness recommended by manufacturer.  HVAC supply and return grills are to be painted at the same time as the walls and are to match wall colors (except where noted otherwise –special Architectural conditions).  Interior trim and doors to be painted/stained as per Architect. B. Painting (Execution):  Following the initial painting work (prime coat + finish coats), painter will be responsible to return a minimum of one more round at end of the job to handle final touch‐ups/punchlist items.  This work will include painting of minor drywall patches/repairs. C. Tile (Reference Standards): Comply with current editions and applicable Specifications of the following:  American Society for Testing and Materials (ASTM), American National Standards Institute (ANSI), Tile Council of America (TCA) Handbook for Ceramic Tile Installation. D. Tile (Quality Assurance):  Follow all manufacturer installation instructions.  Provide setting, grouting and related materials of each type, color and finish obtained from one source.  Engage installer with a minimum of five (5) installations similar in material, design and scope to that indicated.  Prior to tile installation, conduct a pre‐installation project meeting.  CM, Contractor, Architect, and Owner representative shall be notified of the meeting.  Install a field mock‐up of size agreed by CM and Architect for approval. Mock‐up may be utilized in the final product.  Furnish extra stock of quantity equal to 5% of amount installed, in full size units, for each type, color, size and finish tile.  Illuminate the work area during installation providing the same level and angle of illumination as will be available for final inspection.  Maintain environmental conditions per manufacturer and standards institute recommendations. E. Tile (General):  Refer to Interior Finishes information on Drawings for tile/grout selections.  Provide samples where requested on Drawings.  Review the need for sound attenuation mattes under tile floors and under jetted tubs.  Provide metal transition and corner strips as per Architect/Drawings.  Utilize Schluter Kerdi‐System for wet and perhaps also non‐wet areas as directed by CM or Architect.   Kerdi‐System or other approved waterproofing membrane shall be continuous to drain as per manufacturer guidelines. Use appropriate installation mortars according to ANSI A118‐1999 or A136.1‐1999.  Use grout per ANSI A118.3, A118.5, A118.6 or A118.8‐1999 series or A136.1‐1999.  Use waterproofing/Anti Fracture Membrane as required according to ANSI A118.10‐1999. Refer to TCA Handbook (current) for recommendations on locating, treating and detailing various types of construction joints ‐ Architect must specify/approve type of expansion joints and show location and details on drawings.  Use sealant complying with ASTM C920 to Type, Grade, Class and Uses required.  Provide stone threshold trim strips or other edging material where tile terminates at dissimilar finishes as shown or specified.  Prefabricated expansion joints can also be used when suitable for installation. F. Tile (Examination/Preparation):  Examine substrates where tile will be installed for compliance with requirements for installation tolerances and other conditions effecting performance of installed tile.  Verify that substrates for setting tile are well cured, structurally sound dry, clean, and free from oil or waxy films, curing compounds or other coatings and surface treatments. Do not proceed with installation until unsatisfactory conditions have been corrected.  Commencement of work signifies acceptance of substrate and installation conditions.  Prepare and clean substrate in accordance with installation standards and manufacturer's instructions, removing protrusions/bumps/ridges, repairing cracks/holes/depressions.  Floor substrate must be within 1/4" in ten feet from required plane.  Wall substrate must be within 1/4" in ten feet from required plane.  Large tiles with narrow joints may require closer tolerances, such as 1/8" in ten feet.  Blend tiles before installing in accordance with reference standards to achieve an even range and distribution of color and finish. G. Tile (Installation):  Install tile in accordance with ANSI A108 standards, appropriate TCA methods, and written instruction of the specified manufacturers.  Install tiles in the patterns indicated.  Align joints when adjoining tiles on floor, base, walls, and trim are same size.  Adjust to minimize tile cutting and to avoid tile less than half size.  When possible, smooth cut edges of tile and/or use appropriate cutter or wet saw to produce smooth cuts.  Provide straight cuts which align with adjacent materials.  Provide tile joints uniform in width, subject to variance in tolerance allowed in tile size.  Make joints smooth and even, without voids, cracks, or excess mortar or grout.  Use a beating block and hammer or rubber mallet so that faces and edges of individual tiles are flush and level with faces and edges of adjacent tiles, and to reduce lippage. H. Tops (Stone/Quartz):  Follow MIA (Marble Institute of America) guidelines.  Substrates to be suitable, field measure/template in field, confirm edge profiles with Architect, and confirm spans/support.  Provide backsplashes as per Drawings/scopes.  Provide joint fillers as needed.  Integrate under‐mount sinks as needed.  Follow all shop/fabrication/transport/installation recommendations. Provide samples for approval as requested. I. Flooring (other):  Follow all manufacturer installation instructions, including surface/substrate preparation. J. EIFS (Exterior Insulation Finish System):  Reference Standard, STO, STOENERGY GUARD (or approved equal) ‐ rainscreen system. K. Stucco (Alternate to EIFS): three part system –leveling / waterproof base coat + stucco base + acrylic bonder & admix (finish smooth).  Follow manufacturer guidelines and ASTM C926 on appropriate reinforcing materials, application, and mixture for Indiana climate. CMU mortar joints to be flush with block prior to applying stucco material. Provide mock‐up for Architect / Owner review prior to install.  Must be a weeped wall system.  Provide Reinforcing mesh: 355 standard mesh (4.5 oz per sq. yd.) or 358.10 intermediate mesh (12 oz per sq. yd.) per Stucco Manufactures assembly guidelines. 15 ‐ HVAC A. Provide new air handlers and heat pumps zoned as agreed including all required duct runs/supplies/returns.  Air handler will be located as agreed.  Ducts running through attic space will require insulation and will be covered/wrapped with additional attic insulation.  The system shall be a complete operating system meeting the heating and cooling needs of each floor.  ALTERNATE: Geothermal HVAC system option(s). B. Heating and cooling equipment shall be sized per ACCA Manual S based on loads per ACCA Manual J or other approved methods and shall be sized to integrate the high efficiency construction of walls, floors, ceilings, and windows/doors. C. HVAC Contractor is responsible for providing the disconnect box and hooking‐up the equipment to the box, including hooking up the wire provided by the Electrical Contractor.  HVAC contractor to verify that all equipment is operating properly at finish. D. Gas line modifications/supplies as related to HVAC systems to be by HVAC Contractor.  Coordinate any other related gas line work with General Contractor/Builder/CM and Plumber to clearly define scopes of work. E. All air ducts, air handlers, filter boxes, and building cavities used as return ducts shall be sealed at joints and seams as required by Code.  Supply ducts in attics shall be insulated to R‐8 or greater.  All other ducts in unconditioned spaces or outside the building envelope shall be insulated to R‐6 or greater.  Building cavities shall not be used as supply ducts.  Post construction duct tightness test result shall be equal to or less than 8 CFM to outdoors, or equal to or less than 12 CFM across systems.  Or, rough‐in test shall be greater than or equal to 6 CFM across systems or greater than or equal to 4 CFM without air handler.  Rough‐in test verification may need to occur during Framing inspection. F. Thermostats shall be programmable and wiring shall have the capability to be incorporated into home automation system now or in the future.  Heat pump thermostats shall be installed on heat pumps.  Circulating service hot water systems shall have automatic or accessible manual controls.  Circulating service hot water pipes shall be insulated to R‐2 minimum. G. In addition to the ductwork required for the heating and air conditioning systems, provide and install required ductwork for all bathroom exhaust fans to the exterior.  Exhaust fan systems shall meet code requirements.  Refer to Light Fixture Schedule for specifications/allowances. H. Provide venting for range hoods over kitchen cook top and the dryer venting to the exterior. I. All supply registers to include multi‐vane dampers.  All wall registers to be white but paintable except where noted otherwise on Drawings.  All supply and return boots are to be cleaned, spray‐painted black and covered after installation to prevent debris from entering. 12/27/22 CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING.Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 MARK: STATUS SHEET NUMBER: SHEET TITLE: PROJECT NAME: DATE: DESCRIPTION: DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STRUCTURAL ENGINEER: A002PRIVATERESIDENCE10000 Upton Court,Carmel, IN 46080ArchitecturalSpecifications10.21.22 CD1 NOT FOR CONSTRUCTION EGR/HEM CAS 2022_27 01  General Conditions A. All construction shall conform to the current edition of the Indiana Residential Code and all Federal, State, and Local requirements (including the current version of the International Energy Conservation Code adopted/amended by the State of Indiana) as approved by the local building authority at building permit approval. B. Only Drawings that indicate “CONSTRUCTION DOCUMENTS”or "CDs" shall be used for final construction.  Drawings indicating “PROGRESS SET”, “BID SET”, “NOT FOR CONSTRUCTION”, and/or “CHECKSET”may not be complete.  It is the responsibility of the Contractor to ensure that they have acquired the most up‐to‐date set of Drawings that have been approved for construction. C. These General Construction Notes work in compliment to the Drawings.  Where Drawings and Construction Notes are in conflict, please notify the Architect to request clarification.  In these conditions, the most restrictive or most expensive condition prevails. Architect will make the final determination which condition to install in field. D. In all cases, follow manufacturer’s guidelines and instructions for material handling and installation. E. Contractor is responsible for maintaining a clean worksite throughout and also for means, methods, safety.  No smoking shall be allowed inside structures (new or existing).  Smoking is allowed outside ‐ dispose of butts properly (don't throw them in the yard or on the property).   Where applicable, Contractors shall abide by the neighborhood covenants‐guidelines as they pertain to construction activities and exterior improvements. F. The Contractor is responsible for protecting all existing construction, utilities and site amenities to not be affected by the project. G. Signed agreements between Contractor and Owner are required prior to proceeding with Work.  Agreements will itemize the scopes of work and agreed fee.  Contractor and Owner shall provide current certificates of insurance as a condition of the agreement. H. All Contractors to field verify existing conditions to ensure tolerances/sizes are adequate for fully functional systems/installations.  Architect's Drawings are not shop drawings.  Contractor shall report any discrepancies to Architect and Construction Manager.  Field verification of all conditions (including dimensions indicated on Drawings) shall be a condition of the Contract for all trades/suppliers to ensure proper coordination and tolerances adequate for the intended results and a compete job. 02  Sitework A. Finish grade to a level condition with a positive drainage away from house.  Finish grade, seed and straw as per agreement with Owner.  Coordinate with Owner’s Landscape Architect where applicable.  In order to comply with Fed/State/Local requirements and ‘sustainable practices’, provide means to limit topsoil erosion and pollution run‐off (by water and wind) to surrounding properties, particularly the adjacent body of water. B. Contractor shall provide & maintain straw or other erosion and splash control perimeter ground covering to prevent dirt‐mud debris from splashing onto finish wall surfaces. C. Provide perimeter foundation drainage and crawl space sump pits where indicated or as necessary. D. Heavy Duty Vapor Barrier as indicated on Drawings (for crawl spaces and under concrete slabs only) shall be ‘Grace:  Florprufe 120 Vapor Barrier’ and shall include full assembly accessories per manufacturer (Preprufe Tape).  Alternates shall only be considered if approved by Architect. E. Concrete Walks/Drives:  Excavate and remove all dirt as required for installation of minimum 6”pea gravel and 4”minimum concrete walk/drive.  Drives may benefit from 6" thickness (Ref:  Drawings)  Use air‐entrained concrete to strength to meet Code requirements.  Provide finish per Architect with control joints and expansion joints as required and as approved by Architect. Manage slopes as required for drainage and to coordinate with site conditions.  Refer to Landscape Architect Drawings for sitework/drives/walks/etc. F. Concrete Slabs (Substrate for Finish Stonework):  Same as walks above.  Coordinate slab elevations with proposed stone system thicknesses, etc. G. Finish Stonework for Terraces/Porches/Walks:  Follow design intent of the Drawings and all industry standards (ie, Limestone Institutes of America) for applicable products indicated on Drawings. H. Contractor is required to layout all site work per site plan and identify any discrepancies to the Architect for clarification prior to commencement of work. I. Contractor shall mark and verify location of underground utilities prior to commencement of work. J. Excavation shall be performed in a timely and neat fashion and shall be executed to minimize disturbances to the trees marked to remain and the Owner’s property and adjacent property.  All excavated material shall be spread on the existing property where possible.  If not possible, Contractor shall remove spoils from site completely. K. Contractor shall work within the neighborhood covenants and shall particularly attend to dirt and debris that may be tracked into the streets (in addition to the other topsoil erosion and pollutant control mentioned above). 03 Concrete A. Contractor shall verify that all subsurface soils meet design requirements prior to pouring concrete footings and / or slabs and shall coordinate Permit inspections accordingly. B. Concrete footings shall be at a minimum depth of 30" below grade or below frost line as defined by applicable Building Code, whichever is greater, be 24”wide, and 10”deep/thick with (2)#5 rebar running continuously (except where noted otherwise on Drawings or Scopes of Work).  Footings to utilize minimum 2.500psi concrete.  Refer to foundation plan for size/design.  A more economical 16" wide footing (bucket width) x just below grade height may be utilized with shorter CMU foundation wall if this method will save on cost (as approved by Architect). C. Concrete Walls:  Reinforcing to be per Drawings.  Walls to utilize 3,500psi concrete.  At garage or overhead doors, rough opening shall be 3" wider than the finish door opening size and 1‐1/2" taller unless noted otherwise on Drawings.  Please refer to Drawings for any special details or visible walls or portions of walls requiring a special finish (board‐formed, for instance).  Complete mock‐up for Architect approval in cases of special finish. D. Concrete Slabs:  Provide minimum 4”concrete slab over 6”pea gravel/compacted fill with heavy duty approved vapor barrier buried at mid‐point of pea gravel/fill.  Provide control joints as indicated on Drawings or to meet Code minimum requirements. Joint locations are to be approved by Architect and may be sawcut or tooled as approved by Architect.  If indicated on Drawings, provide additional reinforcements indicated.  Interior slabs to utilize 4,000psi concrete.  Finish to be standard smooth.  Slab shall slope to drain or slope to door with sloped door depression to manage water per Drawings. E. Drives, walks, site retaining walls to utilize 4,000 psi with air‐entrained mix with fiber‐reinforcement.  Drive to have tooled edges and control joints with finish broomed to edge without visible flat tooling at edges  unless noted otherwise.  Refer to Drawings for special finishes ‐ provide site mock‐ups for Architect approval prior to proceeding with the work. F. Contractor will backfill footings/foundation walls.  Slope grade away from walls per section drawings. G. Contractor is to provide exterior + interior perimeter drainage tiles wrapping the addition and tying into existing drainage system and new sump pit. H. Foundation Waterproofing:  Xypex Concentrate (fluid‐applied) or approved equal. I. Foundation ‘Membrane’:  Grace Ice & Water Shield (membrane) or approved equal. 04 Masonry A. Contractor shall provide Stone, Brick, and Concrete Masonry Units as approved by the Architect and Owner. B. Protection:  All masonry materials shall be stored in such a way that they are elevated above the ground and covered to protect from moisture, mud, dust and material contaminants.  Completely cover top and minimum of 24”vert. of both sides of partially completed work when work is not in progress. C. Concrete Masonry Units:  Concrete Masonry Units shall be laid with all reinforcing, ties, joints, waterproofing and grouting as designed and as required by applicable Building Code sections, ASTM Standards and the International Masonry Institute.  All CMU’s shall be laid true, level, plumb and in accordance to the plans.  At garage or overhead doors, openings shall be 3" wider than finish door width and 1‐1/2" taller unless noted otherwise on Drawings.  At wall foundations, if wall section is designed without flashing for brick veneers, then CMU foundation backside must be drilled on the interior base 8" on center to allow weeping into the perimeter drainage system.and other like conditions to allow electrical boxes to be centered or as otherwise implied/indicated on Drawings. D. Roofing underlayment material shall be 30# asphalt saturated or organic felt (and ice/water shield where indicated on roof plan ‐ ice/water shield likely by roofer TBD).  Underlayment should be applied over the entire roof as soon as the roof sheathing has been completed with at least 2" top lap at all horizontal joints and 4" side lap at end joints in the underlayment.  The underlayment should be lapped 6" from both sides over all hips and ridges.  Cap nails are to be used to hold the underlayment securely in place until shingles are applied.  Lowest toe boards shall be at roof’s edge. E. Framing plans are as indicated.  Should Contractor have suggestions of other beneficial ways to frame, Contractor shall review with Architect. F. In buildings with plaster, shim adjacent walls as necessary so that new drywall will align with existing plaster walls ‐ as approved by Architect. G. All cut offs longer than 2’ ft shall be kept in an organized manner for later use to assure that waste is kept to a minimum. H. At a minimum, floor, ceiling and girder joist spans shall be as outlined in the current building codes. I. Sub floors over joist systems shall be 3/4" OSB tongue and groove 4' x 8' sheets (or plywood as negotiated).  All exterior bearing walls shall be 2X lumber, 16" on center with treated sill plates (where over CMU or concrete) and double top plates.  All exterior walls shall be fitted with plywood sheathing per Drawings complete (OSB optional per Drawings).  Interior non‐bearing walls may be constructed with a single top plate installed to provide overlapping at corners and intersections. J. All stud walls in shower and tub areas receiving tile shall be 12”on center.  All walls containing plumbing waste, vents or supplies shall be 2" x 6" K. All floor systems shall be constructed with joists as indicated on plans.  All installations shall be in strict accordance with the finish flooring manufacturer’s recommendations.   For additions, be prepared to shim tops of new foundations to match existing foundations so that all floors will align. L. Tables in building code shall determine allowable header spans.  Load bearing headers are not required in non‐bearing interior partitions. M. Allowable unsupported spans for ceiling joists shall be determined by tables in building code.  Allowable spans for roof rafters shall be determined by tables in building code.  Roof decking shall be 5/8" OSB or its equivalent for rafter spacing of 16”o.c. or less.  Refer to tables in code for applications with joist spacing greater than 16”o.c.  All attic space shall have a net ventilation of not less than 1 to 300 square feet (unless alternative insulation system as proposed and approved by Architect).  A readily accessible access not less than 22" x 40" will be provided to any attic with a clear height over 30".  Approve locations and details with Architect. N. Stairs:  Stringers shall be spaced a maximum of 12" o.c.  Assume 2x12 members with 2x4 sistered reinforcement or as otherwise approved by Architect.  Stair rough openings shall be oversized as needed to achieve finish width of 36" minimum. Account for all sheathing/finish/millwork applications to come. O. Garage Door Openings:  Garage door openings over 6’ wide shall be framed/sheathed/nailed/anchored per Figure R602.10.5(2) in the Indiana Building Code and as per detail that is included on Architect's Construction Documents.  Rough framing shall be 3" wider and 1‐1/2" taller than actual door size unless noted otherwise on Drawings. P. All exterior decks shall be constructed using Simpson or equivalent hardware/fasteners, Z‐MAX or equal per Architect's Drawings/Details or as approved by Architect.  Hardware fasteners shall be HDG (hot dipped galvanized) and compatible with hardware as approved by Architect.  Finish deck materials shall use hidden groove fasteners or as otherwise approved and detailed by Architect (or match existing as approved by Architect).  Structural support lumber for decking shall be treated lumber on foundations per Drawings.  Finish decking materials shall be as indicated on Drawings.  Ledger boards shall utilize Code‐ approved attachment methods and as approved by Architect in‐field.  All decks abutting a house or wall shall be flashed as approved by Architect.  All details to be reviewed/approved by Architect prior to beginning work.  Tops of each joist or structural member shall have Vycor Deck Protector applied and tied to all flashings installed to achieve positive drainage.  Deck Protector shall be cut tight to match width of joists and shall not lap over the side of the joists.  Refer to Architect details, particularly at ledger boards.  If no details exist, contact Architect for acceptable means of flashing decks to walls and openings. Q. All material deliveries shall be placed where they will NOT hamper installation of underground utilities or other operations such as dumpster removal, portable toilet maintenance, etc. R. The Contractor shall carefully layout and erect all structural members of rough carpentry, framing, sheathing and bridging. All members shall be properly plumbed, leveled and braced until all structural connections are in place.  A sufficient numberof nails, screws and bolts shall be used to insure the rigidity of the construction and to meet Code requirements. Framing lumber shall conform to national design specifications (and current Indiana Residential Code) for stress grade lumber and its fastenings.   Joists and all other shall meet the following criteria unless noted otherwise on Drawings: 1.  All interior non‐load bearing or shear wall studs top and bottom wall plates to be #2 Spruce‐Pine‐Fir‐Northern per N.L.G.A. or better: Fb = 875 psi Ft = 450psi Fv = 70 psi Fc (PER) = 425psi Fc (PAR) = 1,150 psi E = 1,400,000 psi 2. All exterior and shear wall studs, top and bottom wall plates shall be #1 Southern Pine or better: Fb = 1,850 psi Ft = 1,050 psi Fv = 105 psi Fc (PER) = 565psi Fc (PAR) = 1,450 psi E = 1,800,000 psi 3. All rafters, ceiling joists, ridge and valley boards, headers, and misc. blocking shall be #1 Southern Pine or better: Fb = 1,850 psi Ft = 1,050 psi Fv = 105 psi Fc (PER) = 565psi Fc (PAR) = 1,450 psi E = 1,800,000 psi 4. All laminated veneer lumber (LVL) or glue laminated beam (GLB) shall be manufactured by Trus‐Joist McMillan, Alpine Structures, Inc, Mitek Wood Products, Weyerhauser, or Anthony Forest Products: Fb = 2,600 psi Fc(II) = 2,510 psi Fv = 285psi E = 1,900,000 psi S. Unless noted otherwise, space all studs @ 16”O.C., provide double studs at all openings, and construct corners with no less than 3 full members.  Bearing wall studs shall be spaced a maximum of 16”O.C. with double top plate.  Provide a minimum of 3 studs at each bearing point (also refer to framing plan Column Schedule for minimums).  All headers shall be 2‐2x12’s with ½” solid filler unless noted otherwise on Drawings.  Exterior headers shall be built with extruded polystyrene insulation board per Architect details.  Non‐bearing wall construction shall be 2x4’s @ 16”O.C. unless noted otherwise with headers being a minimum 2‐2x4’s.  Provide blocking at ceiling line for proper drywall attachment.  Provide all blocking as required for draftstopping + fireblocking to meet applicable Code requirements. T. All bearing walls over 10’‐0”in height shall be 2x6 studs at 16”O.C. or 2x4 studs at 12”O.C.  Refer to specific notes on Drawings, as Drawings call out stud widths.  Also, in areas with board and batten siding (or similar), space and group studs such that battens and panel ends will align with and anchor into studs. U. Layout floor joists and roof trusses to eliminate conflicts with plumbing stacks, toilet plumbing, furnace plenums, gas flues and combustion air vents.  Layout to allow plumbing to toilets to center in space provided without cutting joists.  Full joist space above (or below) furnace for trunk line connection to furnace must be provided.  Coordinate adequate chases for duct runs with Architect, Construction Manager, and HVAC Contractor. V. Maintain joist spacing for duct work where dimensions are given. W. Multiple member headers/beams shall be glued and nailed together to act as one member. X. All beams are to have continuous lateral support unless noted/detailed otherwise. Y. All nailing and connections are to be per local codes and manufacturer’s recommendations. Z. Joist hangers at all flush beams shall be a minimum of 16 gauge galvanized steel and properly sized to accept joists. 06  FINISH Carpentry A. Includes, interior trim, jambs and millwork, interior stair work, interior architectural wall surfacing, wood or plastic laminated casework, wood countertops, factory/shop finishing, and hardware (interior and exterior). B. Minimal standards for work within this section shall be in conformity with the MANUAL OF MILLWORK, latest edition, Standards of the Architectural Millwork Industry as adopted by the WOODWORK INSTITUTE. C. When requested, submit shop drawings in conformance with MANUAL OF MILLWORK ‐ SECTION 1, "Basic Requirements for Architectural Millwork Shop Drawings." D. Submit samples when requested of each cut and species of wood to be used, minimum size 6"x12" for lumber and 12"x12" for plywood.  Submit additional samples that will be used by painting trade for preparation of paint samples.  Submit each piece of proposed hardware, in the job specified finish. E. Quality Assurance:  Performance shall be in accordance with PREMIUM GRADE of the WOODWORK INSTITUTE ‐ MANUAL OF MILLWORK. F. Delivery, Storage and Handling:  Deliver all materials only when the project is ready for installation and the General Contractor/CM has provided clean storage area as defined in the MANUAL OF MILLWORK.  Coordinate all fabrication, delivery and installation work with the General Contractor/CM and other applicable trades. G. Lumber shall be in accordance with the MANUAL OF MILLWORK ‐ SECTION 3 and the GRADES specified. H. Plywood shall be in accordance with the MANUAL OF MILLWORK ‐ SECTION 4 and the GRADES specified. I. Fabrication shall comply with First Class Workmanship, as defined by the MANUAL OF MILLWORK. J. Interior jambs, casings, base, crown, wraps, wainscotings, etc shall be as per Architect Drawings.  Hardware shall be as specified on Drawings/Scopes of Work. K. Stair Details:  On stained wood‐finished treads, wood grain shall run as directed by Architect.  Where stairs change direction at landings, wood grain shall run as directed by Architect.  On winder stairs, tread grain shall run parallel with the nosing of said tread unless noted otherwise. L. FINISHING:  shop/factory finishing is preferable over field finishing.  Coordinate with Architect/CM.  Paneled or like doors shall be stained prior to assembly to allow for door shrinkage (to minimize exposed unfinished wood reveals during winter months when wood usually shrinks) ‐ applies to man‐doors and cabinet doors. M. EXAMINATION:  Verify the adequacy and proper location of any required backing and support framing.  Verify that mechanical, electrical, plumbing and other building items (supplied by others) effecting work in this section are in place and ready. N. INSTALLATION:  Install all work in conformance with MANUAL OF MILLWORK Premium Grade.  All work shall be secured in place, square, plumb and level.  All work abutting other components shall be properly scribed.  Mechanical fasteners at exposed and semi‐exposed surfaces, excluding installation attachments screws and screws used for attaching cabinets end to end, shall be countersunk.  Equipment cut‐outs within countertops indicated on plans shall be cut by installer.  Method of attachment, including the type, size, frequency, and/or spacing of anchoring devices and fasteners shall comply to MANUAL OF MILLWORK minimum requirements or be as indicated in the plans or specifications.  All installations including attachment of casework and countertops shall be in compliance with MANUAL OF MILLWORK minimum requirements. O. ADJUSTING:  Before completion of the installation, the installer shall adjust all moving or operating parts to function smoothly and correctly. P. CLEANING:  Upon completion of the installation, the installer shall clean all items installed of pencil or ink marks and broom clean the area of his operations, depositing debris in containers provided by the General Contractor or Construction Manager. Q. ACCESSORIES:   Unless noted otherwise, finish carpenter shall be responsible for installing accessories such as grab bars, towel bars, soap dispensers, and other wall‐mounted items.  These items shall be discussed and itemized or an allowance identified in the Finish Carpenter's scope of work. 07  Thermal & Moisture Protection A. Insulation type is to be spray cellulose (walls) and dense‐pack cellulose (vaulted ceilings) as indicated on Drawings.  New house exterior walls shall contain not less than total R‐19 thermal insulation (R13 + R5 or equivalent R19 per Architect/Drawings).  Ceiling insulation shall not be less than R‐38.  Garage exterior walls shall contain R‐11 and R‐30 ceilings minimum below living space (cellulose per above).  Attic (non‐vaulted ceilings) shall utilize loose‐fill cellulose insulation to minimum R‐38 complete with perimeter ventilation troughs to allow clearance for soffit ventilation.  Provide ventilation troughs at vaulted ceiling areas that will stand‐up to dense‐pack installation.  Provide fire protection caulking as required. Provide low density spray foam insulation around door/window shim spaces.  In crawl space + rim joists, provide spray‐foam insulation or spray cellulose to R‐Value per Code and Drawings with protective mineral fiber insulation for fire‐spread per Code.  Insulation papers or foams may not be exposed to livable, storage, or conditioned space ‐ must be covered with Code‐ approved fire retardant coating.  Per Code requirements, all insulation materials, systems, and equipment shall be identified in a manner that will allow a determination of compliance.  Insulation installer shall sign, date, and post a certificate in a conspicuous location on the job site.  Certificate shall be permanently posted on or in the electrical distribution panel. B. Shingle Roofing:  Provide shingles or other roofing as indicated on Drawings.  Provide Grace Ice & Water Shield or approved equal at all eaves, rakes, and valleys as indicated on Drawings.  Install roof vents (for bathrooms, laundry rooms, range‐hoods, provided by others) per CM.  Provide and install approved pipe boots for other plumbing vents and roof penetrations complete. Coordinate with installation of skylights by others.  Provide aluminum angle flashing integrated with shingles at roof‐to‐wall siding conditions.  Provide copper angle flashing integrated with shingles at roof‐to‐masonry wall or chimney conditions.  Step size and final appearance to be as approved by Architect.  Follow SMACNA recommendations as a reference standard level of quality assurance. C. Shingles:  30‐year Dimensional Shingle.  Basis of Design:  Certainteed –Independence (Final Selection by Architect). D. Metal Roofing:  Standing Seam metal roofing as approved by Architect. Membrane Roofing:  Adhered EPDM Membrane (single‐ply) reinforced (.060”).  Provide all membranes, flashing, bonding adhesives, etc for a complete system following all manufacturer recommendations.  Flat roof is not visible, so European gravel topping may not be necessary. E. Aluminum (General + Copings):  Provide copings at parapets where indicated on Drawings and coordinate with Gutters/Downspouts.  Follow all recommendations of SMACNA and as approved by Architect for water‐tight installation. F. Aluminum (Conductor Head/Scupper):  Conductor Heads/Scuppers shall be factory/shop welded from .050" (1.25mm) or .063" (1.60mm) aluminum (depending on conductor/scupper dimensions ‐ prevent oil‐canning).  Finish to be as approved by Architect per below. G. Aluminum (Downspouts at Conductor Heads/Scuppers):  Downspouts to be .050" (1.25mm) aluminum in 10'‐0" long sections per Architect approved profile.  Finish to be as approved by Architect per below. H. Aluminum (Finishes):  Natural mill aluminum, Pre‐coat Kynar 500, or anodized (clear, bronze, black) as specified/approved by Architect. I. Ridge Vent:  Core‐A‐Vent ‐ [V‐300 (8‐1/2")] or approved equal. J. Roof to Wall Vent:  Core‐A‐Vent or approved equal. K. Gutters:  Provide gutter style/type/material as indicated on Drawings.  Provide all non‐corrosive and complimentary fasteners, brackets and accessories as required for complete installation.  Gutter placement on gutter board must be as indicated on wall section or otherwise follow latest edition of Graphic Standards guidelines.  Front lip of gutter is to be below the imaginary line following the angle of the roof slope over the gutter.  This guideline reduces snow and ice build‐up at roof eaves and minimizes ice‐damming potential.  Confirm the need for gutter protectors to keep out debris. F. Ice & Water Shield:  Basis of Design ‐ Grace (or approved equal). 08  Doors & Windows –Glass & Glazing A. Provide aluminum‐clad wood exterior doors and windows as indicated on Drawings.  Follow manufacturer’s installation instructions + guidelines for flashing openings (Possible Alternates:  Fiberglass‐Coated Wood,  Painted Wood, or Aluminum). A. Painting (Execution):  Contractor shall protect surrounding work from damage by paint or other finishes.  Remove all hardware, accessories, fixtures, plates prior to painting surrounding areas.  Items that cannot be removed shall be masked or otherwise protected.  Reinstall all removed items.  Mask tracks and weather strips and windows.  Caulking shall be of high quality white latex.  Install caulk at all vertical joints; between adjacent materials; at all jambs of all windows and doors; at all sills and around thresholds, and all vertical and horizontal trim joints.  Apply one (1) coat tinted primer and two (2) finish coat on all walls and ceilings to minimum dry film thickness recommended by manufacturer.  HVAC supply and return grills are to be painted at the same time as the walls and are to match wall colors (except where noted otherwise –special Architectural conditions).  Interior trim and doors to be painted/stained as per Architect. B. Painting (Execution):  Following the initial painting work (prime coat + finish coats), painter will be responsible to return a minimum of one more round at end of the job to handle final touch‐ups/punchlist items.  This work will include painting of minor drywall patches/repairs. C. Tile (Reference Standards): Comply with current editions and applicable Specifications of the following:  American Society for Testing and Materials (ASTM), American National Standards Institute (ANSI), Tile Council of America (TCA) Handbook for Ceramic Tile Installation. D. Tile (Quality Assurance):  Follow all manufacturer installation instructions.  Provide setting, grouting and related materials of each type, color and finish obtained from one source.  Engage installer with a minimum of five (5) installations similar in material, design and scope to that indicated.  Prior to tile installation, conduct a pre‐installation project meeting.  CM, Contractor, Architect, and Owner representative shall be notified of the meeting.  Install a field mock‐up of size agreed by CM and Architect for approval.  Mock‐up may be utilized in the final product.  Furnish extra stock of quantity equal to 5% of amount installed, in full size units, for each type, color, size and finish tile.  Illuminate the work area during installation providing the same level and angle of illumination as will be available for final inspection.  Maintain environmental conditions per manufacturer and standards institute recommendations. E. Tile (General):  Refer to Interior Finishes information on Drawings for tile/grout selections.  Provide samples where requested on Drawings.  Review the need for sound attenuation mattes under tile floors and under jetted tubs.  Provide metal transition and corner strips as per Architect/Drawings.  Utilize Schluter Kerdi‐System for wet and perhaps also non‐wet areas as directed by CM or Architect.   Kerdi‐System or other approved waterproofing membrane shall be continuous to drain as per manufacturer guidelines.  Use appropriate installation mortars according to ANSI A118‐1999 or A136.1‐1999.  Use grout per ANSI A118.3, A118.5, A118.6 or A118.8‐1999 series or A136.1‐1999.  Use waterproofing/Anti Fracture Membrane as required according to ANSI A118.10‐1999.  Refer to TCA Handbook (current) for recommendations on locating, treating and detailing various types of construction joints ‐ Architect must specify/approve type of expansion joints and show location and details on drawings.  Use sealant complying with ASTM C920 to Type, Grade, Class and Uses required.  Provide stone threshold trim strips or other edging material where tile terminates at dissimilar finishes as shown or specified.  Prefabricated expansion joints can also be used when suitable for installation. F. Tile (Examination/Preparation):  Examine substrates where tile will be installed for compliance with requirements for installation tolerances and other conditions effecting performance of installed tile.  Verify that substrates for setting tile are well cured, structurally sound dry, clean, and free from oil or waxy films, curing compounds or other coatings and surface treatments. Do not proceed with installation until unsatisfactory conditions have been corrected.  Commencement of work signifies acceptance of substrate and installation conditions.  Prepare and clean substrate in accordance with installation standards and manufacturer's instructions, removing protrusions/bumps/ridges, repairing cracks/holes/depressions.  Floor substrate must be within 1/4" in ten feet from required plane.  Wall substrate must be within 1/4" in ten feet from required plane.  Large tiles with narrow joints may require closer tolerances, such as 1/8" in ten feet.  Blend tiles before installing in accordance with reference standards to achieve an even range and distribution of color and finish. G. Tile (Installation):  Install tile in accordance with ANSI A108 standards, appropriate TCA methods, and written instruction of the specified manufacturers.  Install tiles in the patterns indicated.  Align joints when adjoining tiles on floor, base, walls, and trim are same size.  Adjust to minimize tile cutting and to avoid tile less than half size.  When possible, smooth cut edges of tile and/or use appropriate cutter or wet saw to produce smooth cuts.  Provide straight cuts which align with adjacent materials.  Provide tile joints uniform in width, subject to variance in tolerance allowed in tile size.  Make joints smooth and even, without voids, cracks, or excess mortar or grout.  Use a beating block and hammer or rubber mallet so that faces and edges of individual tiles are flush and level with faces and edges of adjacent tiles, and to reduce lippage. H. Tops (Stone/Quartz):  Follow MIA (Marble Institute of America) guidelines.  Substrates to be suitable, field measure/template in field, confirm edge profiles with Architect, and confirm spans/support.  Provide backsplashes as per Drawings/scopes.  Provide joint fillers as needed.  Integrate under‐mount sinks as needed.  Follow all shop/fabrication/transport/installation recommendations.  Provide samples for approval as requested. I. Flooring (other):  Follow all manufacturer installation instructions, including surface/substrate preparation. J. EIFS (Exterior Insulation Finish System):  Reference Standard, STO, STOENERGY GUARD (or approved equal) ‐ rainscreen system. K. Stucco (Alternate to EIFS): three part system –leveling / waterproof base coat + stucco base + acrylic bonder & admix (finish smooth).  Follow manufacturer guidelines and ASTM C926 on appropriate reinforcing materials, application, and mixture for Indiana climate. CMU mortar joints to be flush with block prior to applying stucco material. Provide mock‐up for Architect / Owner review prior to install.  Must be a weeped wall system.  Provide Reinforcing mesh: 355 standard mesh (4.5 oz per sq. yd.) or 358.10 intermediate mesh (12 oz per sq. yd.) per Stucco Manufactures assembly guidelines. 15 ‐ HVAC A. Provide new air handlers and heat pumps zoned as agreed including all required duct runs/supplies/returns.  Air handler will be located as agreed.  Ducts running through attic space will require insulation and will be covered/wrapped with additional attic insulation.  The system shall be a complete operating system meeting the heating and cooling needs of each floor. ALTERNATE:  Geothermal HVAC system option(s). B. Heating and cooling equipment shall be sized per ACCA Manual S based on loads per ACCA Manual J or other approved methods and shall be sized to integrate the high efficiency construction of walls, floors, ceilings, and windows/doors. C. HVAC Contractor is responsible for providing the disconnect box and hooking‐up the equipment to the box, including hooking up the wire provided by the Electrical Contractor.  HVAC contractor to verify that all equipment is operating properly at finish. D. Gas line modifications/supplies as related to HVAC systems to be by HVAC Contractor.  Coordinate any other related gas line work with General Contractor/Builder/CM and Plumber to clearly define scopes of work. E. All air ducts, air handlers, filter boxes, and building cavities used as return ducts shall be sealed at joints and seams as required by Code.  Supply ducts in attics shall be insulated to R‐8 or greater.  All other ducts in unconditioned spaces or outside the building envelope shall be insulated to R‐6 or greater.  Building cavities shall not be used as supply ducts.  Post construction duct tightness test result shall be equal to or less than 8 CFM to outdoors, or equal to or less than 12 CFM across systems.  Or, rough‐in test shall be greater than or equal to 6 CFM across systems or greater than or equal to 4 CFM without air handler. Rough‐in test verification may need to occur during Framing inspection. F. Thermostats shall be programmable and wiring shall have the capability to be incorporated into home automation system now or in the future.  Heat pump thermostats shall be installed on heat pumps.  Circulating service hot water systems shall have automatic or accessible manual controls.  Circulating service hot water pipes shall be insulated to R‐2 minimum. G. In addition to the ductwork required for the heating and air conditioning systems, provide and install required ductwork for all bathroom exhaust fans to the exterior.  Exhaust fan systems shall meet code requirements.  Refer to Light Fixture Schedule for specifications/allowances. H. Provide venting for range hoods over kitchen cook top and the dryer venting to the exterior. I. All supply registers to include multi‐vane dampers.  All wall registers to be white but paintable except where noted otherwise on Drawings.  All supply and return boots are to be cleaned, spray‐painted black and covered after installation to prevent debris from entering. J. All PVC roof penetrations are to be covered with copper boots of the appropriate size or painted to match roof.  Architect prefers consolidation of roof‐penetrating vents where possible, and would like shop drawing from plumber indicating anticipated roof penetrations. K. Prior to the start of construction work or purchasing materials, Contractor shall supply a comprehensive layout of the proposed supply and return systems for Architect, Owner, and CM approval and coordination with other systems and shall demonstrate energy code compliance as required. L. Provide all equipment manufacturer manuals for mechanical and water heating equipment. M. Plumber to provide drain line / trap for condensate line.  HVAC contractor responsible for connecting condensate line to drain provided by others A. Painting (Execution):  Contractor shall protect surrounding work from damage by paint or other finishes.  Remove all hardware, accessories, fixtures, plates prior to painting surrounding areas.  Items that cannot be removed shall be masked or otherwise protected.  Reinstall all removed items.  Mask tracks and weather strips and windows.  Caulking shall be of high quality white latex.  Install caulk at all vertical joints; between adjacent materials; at all jambs of all windows and doors; at all sills and around thresholds, and all vertical and horizontal trim joints.  Apply one (1) coat tinted primer and two (2) finish coat on all walls and ceilings to minimum dry film thickness recommended by manufacturer.  HVAC supply and return grills are to be painted at the same time as the walls and are to match wall colors (except where noted otherwise –special Architectural conditions).  Interior trim and doors to be painted/stained as per Architect. B. Painting (Execution):  Following the initial painting work (prime coat + finish coats), painter will be responsible to return a minimum of one more round at end of the job to handle final touch‐ups/punchlist items.  This work will include painting of minor drywall patches/repairs. C. Tile (Reference Standards): Comply with current editions and applicable Specifications of the following:  American Society for Testing and Materials (ASTM), American National Standards Institute (ANSI), Tile Council of America (TCA) Handbook for Ceramic Tile Installation. D. Tile (Quality Assurance):  Follow all manufacturer installation instructions.  Provide setting, grouting and related materials of each type, color and finish obtained from one source.  Engage installer with a minimum of five (5) installations similar in material, design and scope to that indicated.  Prior to tile installation, conduct a pre‐installation project meeting.  CM, Contractor, Architect, and Owner representative shall be notified of the meeting.  Install a field mock‐up of size agreed by CM and Architect for approval. Mock‐up may be utilized in the final product.  Furnish extra stock of quantity equal to 5% of amount installed, in full size units, for each type, color, size and finish tile.  Illuminate the work area during installation providing the same level and angle of illumination as will be available for final inspection.  Maintain environmental conditions per manufacturer and standards institute recommendations. E. Tile (General):  Refer to Interior Finishes information on Drawings for tile/grout selections.  Provide samples where requested on Drawings.  Review the need for sound attenuation mattes under tile floors and under jetted tubs.  Provide metal transition and corner strips as per Architect/Drawings.  Utilize Schluter Kerdi‐System for wet and perhaps also non‐wet areas as directed by CM or Architect.   Kerdi‐System or other approved waterproofing membrane shall be continuous to drain as per manufacturer guidelines. Use appropriate installation mortars according to ANSI A118‐1999 or A136.1‐1999.  Use grout per ANSI A118.3, A118.5, A118.6 or A118.8‐1999 series or A136.1‐1999.  Use waterproofing/Anti Fracture Membrane as required according to ANSI A118.10‐1999. Refer to TCA Handbook (current) for recommendations on locating, treating and detailing various types of construction joints ‐ Architect must specify/approve type of expansion joints and show location and details on drawings.  Use sealant complying with ASTM C920 to Type, Grade, Class and Uses required.  Provide stone threshold trim strips or other edging material where tile terminates at dissimilar finishes as shown or specified.  Prefabricated expansion joints can also be used when suitable for installation. F. Tile (Examination/Preparation):  Examine substrates where tile will be installed for compliance with requirements for installation tolerances and other conditions effecting performance of installed tile.  Verify that substrates for setting tile are well cured, structurally sound dry, clean, and free from oil or waxy films, curing compounds or other coatings and surface treatments. Do not proceed with installation until unsatisfactory conditions have been corrected.  Commencement of work signifies acceptance of substrate and installation conditions.  Prepare and clean substrate in accordance with installation standards and manufacturer's instructions, removing protrusions/bumps/ridges, repairing cracks/holes/depressions.  Floor substrate must be within 1/4" in ten feet from required plane.  Wall substrate must be within 1/4" in ten feet from required plane.  Large tiles with narrow joints may require closer tolerances, such as 1/8" in ten feet.  Blend tiles before installing in accordance with reference standards to achieve an even range and distribution of color and finish. G. Tile (Installation):  Install tile in accordance with ANSI A108 standards, appropriate TCA methods, and written instruction of the specified manufacturers.  Install tiles in the patterns indicated.  Align joints when adjoining tiles on floor, base, walls, and trim are same size.  Adjust to minimize tile cutting and to avoid tile less than half size.  When possible, smooth cut edges of tile and/or use appropriate cutter or wet saw to produce smooth cuts.  Provide straight cuts which align with adjacent materials.  Provide tile joints uniform in width, subject to variance in tolerance allowed in tile size.  Make joints smooth and even, without voids, cracks, or excess mortar or grout.  Use a beating block and hammer or rubber mallet so that faces and edges of individual tiles are flush and level with faces and edges of adjacent tiles, and to reduce lippage. H. Tops (Stone/Quartz):  Follow MIA (Marble Institute of America) guidelines.  Substrates to be suitable, field measure/template in field, confirm edge profiles with Architect, and confirm spans/support.  Provide backsplashes as per Drawings/scopes.  Provide joint fillers as needed.  Integrate under‐mount sinks as needed.  Follow all shop/fabrication/transport/installation recommendations. Provide samples for approval as requested. I. Flooring (other):  Follow all manufacturer installation instructions, including surface/substrate preparation. J. EIFS (Exterior Insulation Finish System):  Reference Standard, STO, STOENERGY GUARD (or approved equal) ‐ rainscreen system. K. Stucco (Alternate to EIFS): three part system –leveling / waterproof base coat + stucco base + acrylic bonder & admix (finish smooth).  Follow manufacturer guidelines and ASTM C926 on appropriate reinforcing materials, application, and mixture for Indiana climate. CMU mortar joints to be flush with block prior to applying stucco material. Provide mock‐up for Architect / Owner review prior to install.  Must be a weeped wall system.  Provide Reinforcing mesh: 355 standard mesh (4.5 oz per sq. yd.) or 358.10 intermediate mesh (12 oz per sq. yd.) per Stucco Manufactures assembly guidelines. 15 ‐ HVAC A. Provide new air handlers and heat pumps zoned as agreed including all required duct runs/supplies/returns.  Air handler will be located as agreed.  Ducts running through attic space will require insulation and will be covered/wrapped with additional attic insulation.  The system shall be a complete operating system meeting the heating and cooling needs of each floor.  ALTERNATE: Geothermal HVAC system option(s). B. Heating and cooling equipment shall be sized per ACCA Manual S based on loads per ACCA Manual J or other approved methods and shall be sized to integrate the high efficiency construction of walls, floors, ceilings, and windows/doors. C. HVAC Contractor is responsible for providing the disconnect box and hooking‐up the equipment to the box, including hooking up the wire provided by the Electrical Contractor.  HVAC contractor to verify that all equipment is operating properly at finish. D. Gas line modifications/supplies as related to HVAC systems to be by HVAC Contractor.  Coordinate any other related gas line work with General Contractor/Builder/CM and Plumber to clearly define scopes of work. E. All air ducts, air handlers, filter boxes, and building cavities used as return ducts shall be sealed at joints and seams as required by Code.  Supply ducts in attics shall be insulated to R‐8 or greater.  All other ducts in unconditioned spaces or outside the building envelope shall be insulated to R‐6 or greater.  Building cavities shall not be used as supply ducts.  Post construction duct tightness test result shall be equal to or less than 8 CFM to outdoors, or equal to or less than 12 CFM across systems.  Or, rough‐in test shall be greater than or equal to 6 CFM across systems or greater than or equal to 4 CFM without air handler.  Rough‐in test verification may need to occur during Framing inspection. F. Thermostats shall be programmable and wiring shall have the capability to be incorporated into home automation system now or in the future.  Heat pump thermostats shall be installed on heat pumps.  Circulating service hot water systems shall have automatic or accessible manual controls.  Circulating service hot water pipes shall be insulated to R‐2 minimum. G. In addition to the ductwork required for the heating and air conditioning systems, provide and install required ductwork for all bathroom exhaust fans to the exterior.  Exhaust fan systems shall meet code requirements.  Refer to Light Fixture Schedule for specifications/allowances. H. Provide venting for range hoods over kitchen cook top and the dryer venting to the exterior. I. All supply registers to include multi‐vane dampers.  All wall registers to be white but paintable except where noted otherwise on Drawings.  All supply and return boots are to be cleaned, spray‐painted black and covered after installation to prevent debris from entering. J. All PVC roof penetrations are to be covered with copper boots of the appropriate size or painted to match roof.  Architect prefers consolidation of roof‐penetrating vents where possible, and would like shop drawing from plumber indicating anticipated roof penetrations. K. Prior to the start of construction work or purchasing materials, Contractor shall supply a comprehensive layout of the proposed supply and return systems for Architect, Owner, and CM approval and coordination with other systems and shall demonstrate energy code compliance as required. L. Provide all equipment manufacturer manuals for mechanical and water heating equipment. M. Plumber to provide drain line / trap for condensate line.  HVAC contractor responsible for connecting condensate line to drain provided by others 12/27/22 A. SITE INFORMATION IS TAKEN FROM GIS - ACTUAL FIELD CONDITIONS MUST BE VERIFIED PRIOR TO BEGINNING WORK. CALL ARCHITECT (OR CONSTRUCTION MANAGER) WITH ANY DISCREPANCIES. B. ARCHITECT MAY HAVE INDICATED SOME EXPECTED GRADE ELEVATIONS (RELATIVE TO FIRST FLOOR ELEVATION) ON FOUNDATION PLAN OR SECTIONS. CONTRACTOR WILL BE RESPONSIBLE FOR REVIEWING ELEVATIONS WITH EXISTING FIELD CONDITIONS AND MAKING FINAL GRADE / ELEVATION RECOMMENDATIONS TO ARCHITECT (OR CONSTRUCTION MANAGER) . FIRST FLOOR ELEVATION = +100'-0". 01. NEW PATIO - REF: SLAB PLAN. NEW SITE PLAN NOTES SITE (NEW) - GENERAL NOTES 17-14-07-01-12-002.000 LEGAL DESCRIPTION: SITE CALCULATIONS: FRONT YARD SETBACK -35' SETBACK SIDE YARD SETBACK -10' MINIMUM, AGGREGATE 20' REAR YARD SETBACK -20' (PRIMARY) / 5'* (ACCESSORY) HEIGHT REQUIREMENTS: PRIMARY USE STRUCTURE - 35' ACCESSORY USE STRUCTURE - 18' SETBACK REQUIREMENTS: CURRENT EXISTING IMPERMEABLE SURFACE: 384 S.F. (PATIO + WOOD DECK) PROPOSED ADDITIONAL IMPERMEABLE SURFACE: 440 S.F. (PATIO) PROPOSED SUBTRACTION IMPERMEABLE SURFACE: 384 S.F. (REMOVE PATIO + DECK) TOTAL IMPERMEABLE SURFACE: 440 S.F. PROPOSED CHANGE IN SITE GRADING: MINIMAL - MAINTAIN CURRENT SITE TOPOGRAPHY. WATER RUN-OFF: SLOPE GRADE AWAY FROM STRUCTURES - MAINTAIN CURRENT RUN-OFF PATTERNS DRAINAGE INFORMATION: X INFORMATION TAKEN FROM INDIANA FLOODPLAIN INFORMATION PORTAL ON DEPARTMENT OF NATURAL RESOURCES WEBSITE: FLOOD ZONE: N/A FLOOD ZONE INFORMATION: DWELLING DISTRICT ZONING: R - 1 ADDRESS: 10000 UPTON COURT CARMEL, INDIANA 46280 TOWNSHIP: CLAY COUNTY: HAMILTON EXISTING SITE AREA: 10,890 SQ FT REQUIRED OPEN AREA: 35% (3,812 S.F.) MAXIMUM LOT COVERAGE: 65% (7,078 S.F. ALLOWED) EXISTING OPEN AREA: 8,293 S.F. EXISTING LOT COVERAGE: x,xxx S.F. PROPOSED OPEN AREA: x,xxx S.F. PROPOSED LOT COVERAGE: x,xxx S.F. (xx % OVER BUILDABLE AREA LIMIT/ALLOWED) (INCLUDES FINISHED AREA, COVERED PORCHES, ROOF OVERHANGS, GARAGE, PATIOS + DECKS MORE THAN 18" ABOVE GRADE, AND TRELLIS STRUCTURE) LOT COVERAGE DETAIL: TOTAL: x,xxx S.F. PRIMARY STRUCTURE: x,xxx S.F. COVERED PORCH (SCREENED): xxxx S.F. COVERED WALKWAY: xxxx S.F. NEW ACCESSORY STRUCTURE (GARAGE): xxxx S.F. 01 01 10 04 11 03 02 06 08 12 13 01 A. SITE INFORMATION IS TAKEN FROM GIS - ACTUAL FIELD CONDITIONS MUST BE VERIFIED PRIOR TO BEGINNING WORK. CALL ARCHITECT (OR CONSTRUCTION MANAGER) WITH ANY DISCREPANCIES. B. ARCHITECT MAY HAVE INDICATED SOME EXPECTED GRADE ELEVATIONS (RELATIVE TO FIRST FLOOR ELEVATION) ON FOUNDATION PLAN OR SECTIONS. CONTRACTOR WILL BE RESPONSIBLE FOR REVIEWING ELEVATIONS WITH EXISTING FIELD CONDITIONS AND MAKING FINAL GRADE / ELEVATION RECOMMENDATIONS TO ARCHITECT (OR CONSTRUCTION MANAGER) . FIRST FLOOR ELEVATION = + 100'-0"(814'). 01. EXISTING HOUSE. 02. EXISTING CONCRETE DRIVE TO REMAIN. 03. EXISTING CONCRETE SIDEWALK TO REMAIN. 04. EXISTING GAZEBO TO BE PAINTED TO MATCH HOUSE. 05. EXISTING POWER POLE. 06. EXISTING ELECTRICAL METER. 07. EXISTING AC UNIT. 08. EXISTING TREES TO REMAIN. 09. EXISTING DECK STRUCTURE TO BE REMOVED COMPLETELY - REF: NEW PLANS. 10. EXISTING PATIO / PAVERS TO BE REMOVED - REF: A101 DEMO PLAN. 11. EXISTING LANDSCAPE TO BE REMOVED - REF: NEW DESIGN. 12. DEMO FIREPLACE IN IT'S ENTIRETY. 13. EXISTING GUTTER + DOWNSPOUT. DEMO SITE PLAN NOTES SITE (DEMO) - GENERAL NOTES X CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A100PRIVATERESIDENCESite Plan -Demo +NewNOT FOR CONSTRUCTION 1" = 10'-0"02 Site Plan (New) 1" = 10'-0"01 Site Plan (Demo) 12/27/22 W/DW/DDW01 01 02 01 01 01 02 02 02 0201 02 02 EXISTING BEDROOM EXISTING GARAGE EXISTING BATH 1 EXIST CLOSET EXISTING ENTRY EXISTING PRIMARY BEDROOM EXISTING KITCHEN EXISTING DINING EXISTING LIVING EXISTING OFFICE EXISTING LAUNDRY EXISTING PRIMARY BATHROOM EXISTING CLOSET A102 03 A102 01 A102 04 A10202 09 09 01 02 03 02 02 03 09 02 05 02 05 05 05 11 05 11 02 11 01 08 13 07 05 03 1414 14 1414 14 05 A102 06 A102 02 02 15 GENERAL DEMOLITION NOTES DEMO PLAN NOTES 01. DEMO WALL. 02. DEMO OPENING - SALVAGE FOR POSSIBLE REUSE. PREPARE FOR NEW CONDITIONS - REF: NEW PLANS. ELEVATIONS, + 3D VIEWS. 03. DEMO PLUMBING FIXTURE COMPLETE - SALVAGE FOR POSSIBLE REUSE. 04. DEMO ELECTRICAL FIXTURE COMPLETE - SALVAGE FOR POSSIBLE REUSE. 05. DEMO FLOORING COMPLETE - REF: FINISH PLANS FOR NEW MATERIALS. 06. DEMO CEILING THIS LOCATION - REF: REFLECTED CEILING PLAN. 07. DEMO EXISTING WOOD DECK. 08. DEMO EXISTING PATIO / PAVERS. 09. DEMO EXISTING CABINTERY COMPLETE - SALVAGE FOR POSSIBLE REUSE OR DONATION. 10. PREP FOR NEW OPENING - REF: NEW PLANS, ELEVATIONS, + OPENING SCHEDULE. 11. REMOVE EXISTING APPLIANCES - SALVAGE FOR POSSIBLE REUSE - PREP FOR NEW CONDITIONS - REF: NEW FLOOR PLAN. 12. MODIFY EXISTING GAZEBO - REF: DETAILS + 2D VIEWS. 13. DEMO FIREPLACE IN IT'S ENTIRETY. 14. DEMO EXISTING SIDING. 15. EXISTING ELECTRIC METER TO REMAIN. A. DASHED LINE REPRESENTS ITEMS TO BE REMOVED. COORDINATE ALL DEMOLITION WITH COMPLETE SET OF DWGS. (PARTICULARLY THE STRUCTURAL DRAWINGS). B. CALL ARCHITECT WITH ANY DISCREPANCIES DISCOVERED BETWEEN DWGS AND ACTUAL CONDITIONS OR WITH ANY OTHER QUESTIONS. C. MECHANICAL, PLUMBING, AND ELECTRICAL TRADES TO REVIEW ACTUAL CONDITIONS TO DETERMINE THE LEVEL OF DEMOLITION THAT WILL BE REQUIRED. D. PATCH AND REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED TO RECEIVE NEW FINISHES. E. REFER TO STRUCTURAL DRAWINGS (FRAMING PLANS) FOR CLARIFICATION OF STRUCTURAL CONDITIONS. F. SOME ITEMS FROM THE DEMOLITION MAY WARRANT SALVAGE. COORDINATE THESE ITEMS WITH CONSTRUCTION MANAGER (DOORS / HARDWARE / WINDOWS / CABINETS, ETC). G. PROTECT ALL ITEMS AND FINISHES INDICATED TO REMAIN. H. NOTE SALVAGED ITEMS MAY BE SALVAGED BY OWNER, ARCHITECT, NOT-FOR- PROFIT, OR SALVAGE SHOP TBD. NEW WALL NEW DOOR EXISTING WALL EXISTING DOOR DEMO WALL DEMO DOOR CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A101PRIVATERESIDENCEDemo PlanNOT FOR CONSTRUCTION 1/4" = 1'-0"01 First Floor (Demo) 12/27/22 First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 2 121' ‐8" 01 01 03 04 0505 05 9" First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge  2 112' ‐6 7/8" T.O. Ridge 2 121' ‐8" 01 05 0607 07 06 01 01 09 10 First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge 2 121' ‐8" 02 06 05 02 First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge  2 112' ‐6 7/8" T.O. Ridge 2 121' ‐8" 05 06 05 ELEVATION GENERAL NOTES DEMO ELEVATION NOTES 01. DEMO EXISTING OPENING - PREP FOR NEW CONDTIONS. 02. PREP FOR NEW OPENING. 03. DEMO FIREPLACE - PATCH ROOF AS NEEDED. 04. DEMO ANGLED WALL - PREP FOR NEW CONIDITIONS. 05. DEMO EXISTING SIDING THIS LOCATION - PREP FOR NEW CONDITIONS. 06. PREP BRICK FOR PAINT (TYPICAL) - REF: NEW ELEVATIONS. 07. DEMO EXISTING LIGHT FIXTURE THIS LOCATION. PREP FOR NEW CONDITIONS. 08. DEMO EXISTING PATIO / DECK. 09. EXISTING GUTTER / DOWNSPOUT - PAINT TO MATCH NEW SIDING + TRIMS. 10. PREP EXISTING VINYL SIDING + TRIMS FOR PAINT (TYPICAL) - FINAL COLOR TBD X A. DASHED LINE REPRESENTS ITEMS TO BE REMOVED. COORDINATE ALL DEMOLITION WITH COMPLETE SET OF DRAWINGS & WITH EXISTING STRUCTURAL CONDITIONS. B. CALL ARCHITECT WITH ANY DISCREPANCIES DISCOVERED BETWEEN DRAWINGS AND ACTUAL CONDITIONS OR ANY OTHER QUESTIONS. C. MECHANICAL, PLUMBING, AND ELECTRICAL TRADES TO REVIEW ACTUAL CONDITIONS TO DETERMINE THE LEVEL OF DEMOLITION THAT WILL BE REQUIRED. D. PATCH AND REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED TO RECEIVE NEW FINISHES. E. REFER TO STRUCTURAL DRAWINGS (FOUNDATION PLANS + FRAMING PLANS) FOR CLARIFICATION OF STRUCTURAL CONDITIONS. F. SOME ITEMS FROM THE DEMOLITION MAY WARRANT SALVAGE. COORDINATE THESE ITEMS WITH CONSTRUCTION MANAGER (DOORS / HARDWARE / WINDOWS, ETC). G. PROTECT ALL ITEMS AND FINISHES INDICATED TO REMAIN. H. NOTE SALVAGED ITEMS MAY BE SALVAGED BY OWNER, ARCHITECT, NOT-FOR- PROFIT, OR SALVAGE SHOP TBD. First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" First Floor Plate Height 110' ‐0" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge  2 112' ‐6 7/8" T.O. Ridge 2 121' ‐8" 05 01 06 EXISTING BEAM TO BE COVERED WITH NEW STRUCTURE / EIFS DESIGN 05 06 0805 01 04 CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A102PRIVATERESIDENCEDemoElevationsNOT FOR CONSTRUCTION 3/16" = 1'-0"03 North Elevation (Demo) 3/16" = 1'-0"01 South Elevation (Typical) 3/16" = 1'-0"02 East Elevation (Demo) 3/16" = 1'-0"04 West Elevation (Demo) 3/16" = 1'-0"06 N/S Section Elevation 2 (Demo) 3/16" = 1'-0"05 N/S Section Elevation 1 (Demo) 12/27/22 01. EXISTING FOUNDATION WALL. 02. EXISTING FOOTING. 03. NEW FOUNDATION WALL - 8" OR 10" REINFORCED CONCRETE TBD. 04. NEW 12" X 24" REINFORCED CONCRETE FOOTING WITH (2) #5 HORIZONTAL BARS AND #4 VERTICAL BARS. VERTICAL BARS TO CORRESPOND WITH ANCHOR BOLT LOCATIONS. 05. DEMO EXISTING FOUNDATION WALL + FOOTING - PREP FOR NEW CONDITIONS - REF: SLAB PLAN + FIRST FLOOR PLAN 06. EXISTING FOUNDATION DRAIN 07. NEW FOUNDATION DRAIN - TIE INTO EXISTING FOUNDATION PLAN NOTES X A. FIELD VERIFY ALL CONDITIONS - INCLUDING GRADING. B. REFER TO ARCHITECT IF THERE ARE ANY DISCREPANCIES TO PLANS AND ACTUAL FIELD CONDITIONS. C. TYPICAL NEW FOOTINGS: (SIZE PER DETAIL) REINFORCED CONCRETE FOOTING WITH (2) #5 CONTINUOUS HORIZONTAL BARS AND #4 VERTICAL BARS EVERY 4'-0" O.C. & MAX 8" FROM EACH SIDE OF CORNER. VERTICAL BARS ARE TO CORRESPOND WITH ANCHOR BOLT LOCATIONS. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 30" BELOW FINISH GRADE - TYPICAL (STEP AS NECESSARY FOR SPECIFIC SITE LOCATION). D. REVIEW ALL STRUCTURAL ISSUES WITH STRUCTURAL ENGINEER. FOUNDATION GENERAL NOTES 03 A300 01 A300 05 03 04 01 02 07 06 02 A300 04 A300 03 A300 01 A300 02 01 01 01 03 04 1' - 0"6' - 6 1/2"7' - 6 1/2"6' - 5 3/4" 4' - 9 5/8" 02 A300 04 A300 17' - 1"5' - 2 1/2"10' - 6 1/4"1' - 4 1/4"15' - 7 1/2" 1' - 0"9' - 4 1/2" 11" 4' - 4"4' - 9 5/8"3' - 1 1/8" 7' - 3" 11 1/4"10' - 4 1/2" 11" 4' - 4" 5' - 2 1/2"5' - 7 1/2"5' - 2 1/2"01. EXISTING SLAB. 02. NEW SLAB MODIFICATION. 03. NEW CONCRETE SLAB - TURN DOWN WHERE APPLICABLE. 04. NEW CONCRETE STEP. SLAB PLAN NOTES X A. FIELD VERIFY ALL CONDITIONS. B. REFER TO ARCHITECT IF THERE ARE ANY DISCREPANCIES TO PLANS AND ACTUAL FIELD CONDITIONS. C. ALL STRUCTURAL CONDITIONS TO BE REVIEWED BY STRUCTURAL ENGINEER. ANY MODIFICATIONS TO ARCHITECT'S DESIGN INTENT MUST BE APPROVED BY ARCHITECT. D. FRAMING PLANS ARE INDICATED TO SHOW DESIGN INTENT & SPECIAL CONDITIONS ONLY - NOT EVERY DETAIL OF STANDARD SYSTEM. SLAB PLAN GENERAL NOTES CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A103PRIVATERESIDENCEFoundationPlan + SlabPlanNOT FOR CONSTRUCTION 1/4" = 1'-0"01 Foundation Plan 1/4" = 1'-0"02 First Floor Slab Plan 12/27/22 01. EXISTING FRAMING - VERIFY SPACING 02. EXISTING BEAM. 03. EXISTING HEADER. 04. NEW 2X6 JOISTS @ 16" O.C. - FINAL DESIGN / SIZING / SPACING BY STRUCTURAL ENGINEER. FRAMING PLAN NOTES X A. FIELD VERIFY ALL CONDITIONS. B. REFER TO ARCHITECT IF THERE ARE ANY DISCREPANCIES TO PLANS AND ACTUAL FIELD CONDITIONS. C. ASSUME ALL VAULTED CEILINGS ARE BUILT DOWN W/2x FRAMING TO ACCOMMODATE INSULATION + VENTILATION DEPTH - REF: DETAILS. D. 2 ADJACENT LINES ON FRAMING PLAN MEANS DOUBLED-UP JOIST. REF: SPECIFICATION AND STRUCTURAL ENGINEER. E. BEAMS AS SPECIFIED MAY ONLY BE SUBSTITUTED WITH ARCHITECT'S PRIOR APPROVAL (LVL VS. GLULAM). IN SOME CASES THE BEAMS MAY BE EXPOSED, WHICH IS WHY IT MATTERS. F. PER SPECIFICATIONS, ALL EXTERIOR STRUCTURAL LUMBER IS TO BE TREATED. G. ALL STRUCTURAL CONDITIONS TO BE REVIEWED BY STRUCTURAL ENGINEER. ANY MODIFICATIONS TO ARCHITECT'S DESIGN INTENT MUST BE APPROVED BY ARCHITECT. H. FRAMING PLANS ARE INDICATED TO SHOW DESIGN INTENT & SPECIAL CONDITIONS ONLY - NOT EVERY DETAIL OF STANDARD SYSTEM. FRAMING GENERAL NOTES 03 A300 01 A300 02 A300 04 A300 02 01 01 01 01 01 0404 0101 01 01 01 01 02 02 03 03 03 03 0303 03 03 03 03 02 HEADER - (2) 2X8 HEADER - (2) 2X10HEADER -(2) 2X10HEADER - (2) 2X10 HEADER - (2) 2X10 HEADER - (2) 2X10 HEADER - (2) 2X10 HEADER -(2) 2X10HEADER - (2) 2x10 HEADER -(2) 2X10HEADER - (2) 2x10 HEADER -(2) 2X10SLOPEDSLOPEDSLOPEDREF: SECTION SLOPEDHEADER -(2) 2X10HEADER - (2) 2x10 - BLACK COLUMN - BUILT-UP STUD COLUMN SUPPORTING LOADS FROM ABOVE - GRAY COLUMN - BUILT-UP STUD COLUMN BELOW - WHITE COLUMN - EXISTING COLUMN - DIAGONAL DOWN HATCH - LOAD-BEARING WALL BELOW FRAMING PLAN SYMBOLS - SCREENED DIAGONAL DOWN HATCH - LOAD-BEARING WALL FROM ABOVE - THIN LINE - 2x JOISTS/RAFTERS AT SPACING SPECIFIED IN PLAN NOTE DESCRIPTION. CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A104PRIVATERESIDENCECeilingFramingPlanNOT FOR CONSTRUCTION 1/4" = 1'-0"01 Ceiling Framing Plan 12/27/22 DWW/DW/DA. REFERENCE COVER SHEET FOR GENERAL PROJECT INFORMATION, SYMBOLS AND PROJECT SCOPE DEFINITIONS. B. REFERENCE SITE PLAN DOCUMENTS FOR INFORMATION REGARDING DRIVES/ SIDEWALKS/ RAMPS/ FENCES (BEYOND 5'-0" OF PLAN). C. FOR ALL WINDOW AND DOOR OPENINGS, REFER TO STRUCTURAL DWGS FOR HEADER DESIGN. D. PROVIDE 2X SOLID BLOCKING AS REQ'D TO SUPPORT WALL-MOUNTED ITEMS. E. SEAL ALL EXTERIOR WALL, FLOOR, PLATE, AND SILL PENETRATIONS WITH LOW- EXPANDING FOAM SEALANT AND APPROPRIATE FLASHINGS. F. SOUND INSULATE ALL MECHANICAL ROOM WALLS AND BATHROOM WALLS AND CEILINGS. G. ALL INTERIOR WALLS TO BE 2X4 WOOD STUD (UNO). H. FLOOR PLAN DIMENSIONS ARE INDICATED FROM FACE OF SHEATHING, FACE OF STUD, FACE OF EXISTING FINISH SURFACE, AND FACE OF MASONRY UNLESS NOTED OTHERWISE. I. NEW WINDOWS TO BE ALUMINUM OR ALUMINUM CLAD WOOD. J. BUILDER TO REVIEW HVAC SCHEMATIC WITH ARCHITECT FOR INTEGRITY WITH DESIGN INTENT. K. FOR ALL INTERIOR FINISHES / DETAILS / CEILING DECISIONS / DIMENSIONS / REFER TO INTERIORS PACKAGE. 01. NEW DOOR - REF: OPENENING SCHEDULE. 02. NEW WINDOW - REF: OPENING SCHEDULE. 03. CASEWORK - TBD. 04. NEW FEATURE WALL - REF: FINISH PLAN. 05. NEW CUSTOM ISLAND - REF: DETAILS. 06. EXISTING ROOF OVERHANG. 07. NEW CONCRETE FLATWORK - RED: SLAB PLAN. 08. NEW WOOD FRAMED STEP. 09. NEW EXTERIOR WALL. 10. NEW EXTERIOR SIDING - FINAL SELECTION TBD. 11. NEW WOOD WALL - REF: FINISH PLAN + 3D VIEWS. 12. BULKHEAD ABOVE. 13. RECESSED TOILET PAPER HOLDER. 14. EXISTING GUTTER / DOWNSPOUT. 15. EXISTING ELECTRIC METER. 16. NEW 5' TALL PRIVACY WALL + PLANTER - PAINT TO MATCH HOUSE. NOTES - FLOOR PLANS GENERAL NOTES - FLOOR PLANS X 03 01 02 DRY BAR 02 01 03 MAKEUPGARAGE 100 ENTRY 105 BEDROOM 1 111 BATH 1 110 CLOSET 112 OFFICE 109 LIVING 106 DINING 108 KITCHEN 107 PRIMARY BEDROOM 103 CLOSET 101 LAUNDRY 104 107a 101A 102A103B 106b 102a 01 02 104A 102b 01 01 03 03 03 05 04 03 07 06 03 A200 03 A200 01 A200 04 A20002 03 A300 06 01 03 03 03 01 A300 08 04 08 A105 02 w.3ePRIMARY BATH 102 105B 105A A105 03 08 2" 3' - 0"6' - 2 1/8"3' - 0" 2' - 2" 102B 09 10 09 1010 14 106a 106c 10 103A 107A02 A300 04 A300 2' - 0"5' - 5 3/8"2' - 6"5' - 4 1/2"3' - 4 1/4"3' - 7"10' - 4"3' - 0"1' - 5 1/2" 10' - 10" 15' - 7 5/8"3' - 4 1/4"2' - 0"8"2' - 6"9' - 0"4' - 6"4' - 0"4' - 0" 5' - 3 7/8"7' - 0"2' - 11"7' - 4 1/2"3' - 8 1/2" 2' - 8" 1' - 0" 1' - 3" 1' - 6 1/2" 2' - 11 1/2"1' - 2 3/4"1' - 4 1/4"4' - 4"3' - 0"1' - 6"2 7/8"11' - 9"2 7/8" 09 6"3' - 0"6' - 6 3/4"2"EQ EQ 2' - 6"3' - 5"2' - 0" 2' - 9"3' - 0"2' - 2" 2' - 10" 3' - 2 1/2" 2' - 8" 5 1/2" 2" 3' - 0" 2" 3' - 4" 3 1/2" 2' - 5 1/8" 3 1/2" 2' - 8"5' - 6"w.3e4' - 8"5 1/2"3' - 7"3 1/2"5' - 5"9"15' - 6 1/2"5' - 4 5/8" 5' - 6" 1' - 9 1/2"12 12 4' - 5"2' - 0 1/2"7' - 11"12 1/2"8' - 0"5' - 0"12 1' - 7" 1' - 6"7' - 0"16' - 11 1/2"4' - 6" 15' - 7 1/2" REF: SLAB PLAN FOR CONTROL JOINTS1' - 0"7' - 11 5/8"18' - 2 3/4"5' - 8 1/2" 111b 111a A105 04 05 10' - 10"1' - 0" 2' - 8 1/2" 2' - 8" 8 1/4" 13 01 01 15 1' - 3" w.2b w.2b w.2b w.2b w.2b w.2bw.2bw.1w.1 w.1w.116 5" 1' - 4"3' - 6" 3/4" 3 1/2" 3/4" 11 3/4" 3 1/2" 3/4"w.2bEQUIPMENT SCHEDULE ITEM SIZE (WxHxD) 01 COOKTOP 02 07 03 06 04 XX REMARKS O.F.C.I DISHWASHER SINGLE OVEN REFRIGERATOR O.F.C.I O.F.C.I O.F.C.I O.F.C.I O.F.C.I NOTE: REFER TO FINISH PLAN FOR PLUMBING FIXTURES AND ACCESSORIES WASHER 30" x ‐‐x ‐‐ 08 O.F.C.I DRYER (ELECTRIC) TV 30" x ‐‐x ‐‐ 30" x ‐‐x ‐‐ 18" x ‐‐x ‐‐ 05 MICROWAVE O.F.C.I24" x ‐‐x ‐‐ A. ALL INTERIOR WALLS TO BE TYPE 3a UNLESS NOTED OTHERWISE. B. ALL EXTERIOR WALLS TO BE TYPE 2a UNLESS NOTED OTHERWISE. C. ALL WALLS TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE. D. PROVIDE SOUND INSULATION IN WALLS SURROUNDING THE FOLLOWING: BATHS / BEDROOMS / MECHANICAL ROOMS. TYPE w.1 (EXISTING BRICK EXTERIOR) (INT.) 1/2" GYPSUM DRYWALL, 2X4 STUD WALL @ 16" O.C. W/ FULL CAVITY INSULATION (R-13), 1/2" SHEATHING (OSB/PLYWOOD), WEATHER BARRIER, AIR SPACE, BRICK (EXT.). TYPE w.2a (EXISTING EXTERIOR SIDING - VINYL) (INT.) 1/2" GYPSUM DRYWALL, 2X4 STUD WALL @ 16" O.C. W/ FULL CAVITY INSULATION (R-13), 1/2" SHEATHING (OSB/PLYWOOD), WEATHER BARRIER, SIDING (EXT.). TYPE w.3a 3 1/2" WOOD STUD @ 16" O.C., W/ 1/2" GYPSUM DRYWALL EACH FACE. STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE - UNLESS NOTED OTHERWISE. GYPSUM DRYWALL TO EXTEND TO UNDERSIDE OF STRUCTURE (TYPICAL). TYPE w.3b 5 1/2" WOOD STUD @ 16" O.C., W/ 1/2" GYPSUM DRYWALL EACH FACE. STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE - UNLESS NOTED OTHERWISE. GYPSUM DRYWALL TO EXTEND TO UNDERSIDE OF STRUCTURE (TYPICAL). INSULATE ALL BATHROOM WALLS. TYPE w.3c 3 1/2" WOOD STUD @ 16" O.C. (FILL WITH INSULATION), W/ 5/8" GYPSUM DRYWALL EACH FACE. STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE - UNLESS NOTED OTHERWISE. GYPSUM DRYWALL TO EXTEND TO UNDERSIDE OF STRUCTURE (TYP.). TYPE w.2b (NEW SIDING EXTERIOR - EIFS) (INT.) 1/2" GYPSUM DRYWALL, 2X4 STUD WALL @ 16" O.C. W/ FULL CAVITY INSULATION (R-19), 1/2" SHEATHING (OSB/PLYWOOD), 1 1/2" INSULATION BOARD + 3/8" EIFS (EXT.). TYPE w.3d 5 1/2" WOOD STUD @ 16" O.C., W/ 1/2" GYPSUM DRYWALL EACH FACE. STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE - UNLESS NOTED OTHERWISE. GYPSUM DRYWALL TO EXTEND TO UNDERSIDE OF STRUCTURE (TYPICAL). INSULATE ALL BATHROOM WALLS. TYPE w.3e 3 1/2" WOOD STUDS @ 16" O.CO. EITHER SIDE WITH 2" AIR GAP BETWEEN ADN 1/2" GYPSUM DRYWALL EACH FACE. STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE - UNLESS NOTED OTHERWISE. GYPSUM DRYWALL TO EXTEND TO UNDERSIDE OF STRUCTURE(TYP.). WALL TYPES 1' - 5 1/2"10' - 10" 02 A300 2' - 11"11"1' - 0"9' - 6 1/2"1' - 0" 3 1/2" 1' - 5" F.F.10' - 11" FINISH FACE 3' - 0" F.F.9' - 6 1/2"1' - 4 1/2" F.F.3 1/2"1' - 8 1/2"3 1/2"4"3 1/2"1' - 11 1/2"2' - 0" F.F.FULL HEIGHT WALLS 8'-0" CABINETBASE CAB 1' - 4" 1" SPACE5 1/2"4' - 8"3 1/2" 4' - 4"9" 4' - 6 3/4" 3 1/2" 2 3/4"2 3/4" 5 1/2" 3 1/2" 2' - 2" 2' - 2"2' - 11"2' - 3"2' - 4" F.F.2' - 10" DOOR05 A105 06 A105 NICHE 06 A105 CLOSET CEILING HEIGHT8' - 0"7' - 0" ROUGH-IN HEIGHTGLASS NICHE8' - 0"4' - 0" HALF WALL HEIGHT5 1/2"4' - 8"11' - 0"6"1' - 4"2' - 2"EQ EQ 05 A105 7' - 0"8' - 0"4' - 0"1' - 4"2' - 2"NICHE BEYOND11' - 0"1/2"7' - 0"1/2"1/2"4' - 0"1/2" 3"3' - 6"3" 3"6' - 6"3"2' - 4"1' - 8" 1 1/2"1 1/2"2' - 3" MICROWAVE TRASH DRAWER PULLOUTS (GLASSWARE) CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE:DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A105PRIVATERESIDENCEFirst FloorPlanNOT FOR CONSTRUCTION 1/4" = 1'-0"01 First Floor Architectural Plan 1/2" = 1'-0"02 Office Wall Plan Detail 1/2" = 1'-0"03 Primary Shower Detail 1/2" = 1'-0"05 Primary Shower Section 1 1/2" = 1'-0"06 Primary Shower Section 2 1/2" = 1'-0" 04 Island Plan Detail 12/27/22 DWW/DW/DGARAGE PRIMARY BEDROOM LVT1CONFLOORDIRECTIONWD1 P1 C1 B1 EXIST LVT1 CON P1 C1 B1 EXIST ST1 WT1 ST1 ST1 WD- WT1 LIVING KITCHEN DINING OFFICE BATH 1 CLOSET BEDROOM 1 CLOSET LAUNDRY ENTRY P1 C1 B1 EXIST P1 C1 B1 EXIST P1 C1 B1 EXIST P1 C1 B1 EXIST P1 C1 B1 EXIST P1 C1 B1 EXIST P1 C1 B1 EXIST P1 C1 B1 EXIST P1 C1 B1 EXIST P1 C1 B1 EXIST P1 C1 B1 EXIST SK‐2 FCT‐2 SK‐3 FCT‐3 SK‐1 FCT‐1 ST1 WD- A200 03 A200 01 A200 04 A20002 03 A300 WD- TOIL‐2 ‐ WD- WD- WD-WD1 WD- WD- TOIL‐1 ‐ WD- 01 01 A300 WD- WD- 02 A300 04 A300 FINISH NOTES 01. --- FINISH GENERAL NOTES X A. CONTRACTOR TO REVIEW WITH ARCHITECT ANY COORDINATION CONCERNS OR DISCREPANCIES BETWEEN DESIGN AND ACTUAL SITE CONDITIONS. B. REVIEW FINISH SAMPLES OF ALL FINISHES PRIOR TO PURCHASE/INSTALLATION. C. FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS CAREFULLY FOR ALL FINISH MATERIALS. ALL MATERIALS TO BE INSTALLED WITH THE HIGHEST QUALITY WORKMANSHIP AVAILABLE. INSTALLATION NOT MEETING ARCHITECT'S APPROVAL WILL BE REJECTED. D. PROVIDE MAINTENANCE MANUAL FOR ALL FINISH SELECTIONS, GROUTS, AND SEALERS AS INSTALLED PRIOR TO OWNER OCCUPANCY (TWO COPIES BOUND AND INDEXED FOR OWNER USE.) E. PROVIDE ALL APPROPRIATE FLOORING TRANSITION STRIPS WHERE TWO DIFFERENT FLOORING MATERIALS MEET. TRANSITIONS TO OCCUR CENTERED UNDER THE CLOSED DOOR, UNLESS INDICATED OTHERWISE. F. REFERENCE CEILING PLAN FOR ADDITIONAL INFORMATION. G. PAINT FINISHES/SHEEN (UNO): WALLS EGGSHELL CEILINGS FLAT DOORS/FRAMES SEMI-GLOSS NOTE: DOORS/FRAMES MATCHING COLOR OF ADJACENT ACCENT WALL ARE TO BE SATIN FINISH OR MATCH WALL SHEEN (UNO). FLOORING XX LVT1 LOCATION: MAIN LIVING FLOORS TYPE: TBD MANUF: TBD COLOR: TBD FINISH: TBD TL1 LOCATION: XX TYPE: TBD MANUF: TBD COLOR: TBD TL3 LOCATION: XX TYPE: TBD MANUF: TBD COLOR: BLACK GROUT: PROVIDE SAMPLES (1/16" JOINTS) BASE XX B1 LOCATION: TYPICAL TYPE: WOOD BASE (APPLIED) STYLE: 2 1/2" PAINTED COLOR: WHITE - TBD WALLS P1 LOCATION: (THROUGHOUT) TYPE: INTERIOR LATEX - MATTE MANUF: BEN MOORE OR APPROVED COLOR: WHITE - TBD WT1 LOCATION: KITCHEN TYPE: TBD COLOR: TBD MANUF: TBD GROUT: PROVIDE SAMPLES (1/16" JOINTS) XX FINISH SCHEDULE C1 LOCATION: TYPICAL TYPE: DRYWALL (SMOOTH FINISH) COLOR: WHITE - TBD MANUF: BEN MOORE OR APPROVED STYLE: INTERIOR LATEX - FLAT CEILINGS XX C2 LOCATION: EXTERIOR COVERED PATIO TYPE: WOOD (TBD) COLOR: PAINTED (WHITE) MANUF: TBD MISCELLANEOUS FINISHES WD1 LOCATION: KITCHEN / OFFICE CABS TYPE: WOOD - MAPLE COLOR: xx ST1 LOCATIONS: PANTRY + LAUNDRY TYPE: NATURAL QUARTZ STONE SLAB STYLE: 3CM SUPPLIER: TBD SELECTION: MATCH EXISTING - TBD NOTE: 1/2" OVERHANGS MISCELLANEOUS FINISHES XXX ACCENT FINISHES WD5 LOCATIONS: BOYS HEAD WALL TYPE: WOOD WALL PLANKS (INHABIT) P2 LOCATION: WEST KITCHEN / DINING WALL TYPE: INTERIOR LATEX - MATTE MANUF: BEN MOORE OR APPROVED COLOR: BLACK - TBD TL2 LOCATION: XX TYPE: TBD MANUF: TBD COLOR: TBD GROUT: PROVIDE SAMPLES (1/16" JOINTS) GROUT: PROVIDE SAMPLES (1/16" JOINTS)WT2 LOCATION: LAUNDRY TYPE: TBD COLOR: TBD MANUF: TBD GROUT: PROVIDE SAMPLES (1/16" JOINTS) WT3 LOCATION: PRIMARY BATH TYPE: TBD COLOR: TBD MANUF: TBD GROUT: PROVIDE SAMPLES (1/16" JOINTS) WT4 LOCATION: BATH 1 TYPE: TBD COLOR: TBD MANUF: TBD GROUT: PROVIDE SAMPLES (1/16" JOINTS) WD2 LOCATION: LAUNDRY BASE CABS TYPE: ACRYLIC COLOR: WHITE (MATTE) WD3 LOCATIONS: PRIMARY BATH TYPE: ACRYLIC COLOR: WHITE (MATTE) WD4 LOCATION: PRIMARY CLOSET TYPE: ACRYLIC COLOR: WHITE COLOR: WALNUT WT5 LOCATIONS: GUEST BED HEAD WALL TYPE: INHABIT 3D WALL PANELS COLOR: TBD P3 LOCATIONS: BOYS BED HEAD WALL TYPE: INTERIOR LATEX - MATTE MANUF: BEN MOORE OR APPROVED COLOR: TBD P4 LOCATIONS: PANTRY SHELVING TYPE: INTERIOR LATEX - MATTE MANUF: BEN MOORE OR APPROVED COLOR: BLACK - MATCH BASE CABS WP1 LOCATIONS: GYM TYPE: TBD WP2 LOCATIONS: LAUNDRY TYPE: TBD WP3 LOCATIONS: OFFICE TYPE: TBD WC LOCATION: LIVING ROOM FOCAL WALL TYPE: WOOD SLAT - TBD MANUF: TBD CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A106PRIVATERESIDENCEFinish PlanNOT FOR CONSTRUCTION 1/4" = 1'-0"01 First Floor Finish Plan 12/27/22 A. CONTRACTOR TO SUPPLY AND INSTALL SMOKE DETECTORS AND CO2 PER CODE AND AS ADVISED BY LOCAL FIRE DEPARTMENT. COORDINATE WITH BUILDING ALARM SYSTEM. B. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL SYSTEM. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. C. ALL ELECTRICAL WORK SHALL COMPLY WITH ALL NATIONAL STATE, AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. D. ALL GENERAL PURPOSE OUTLETS MOUNTED ON WALLS TO BE MOUNTED 12" ABOVE FINISH FLOOR UNLESS NOTED OTHER-WISE OR AS REQUIRED BY CODE. E. COORDINATE ALL OUTLET ROUGH-IN LOCATIONS WITH CASEWORK LOCATIONS AND HEIGHTS. F. CONTRACTOR TO CONFIRM THAT GENERAL PURPOSE OUTLET SPACINGS MEET MINIMUM REQUIREMENTS. (SUPPLEMENT AS APPROVED). G. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATELY SIZED PANEL BOARD(S) AND FOR CIRCUITING THE ENTIRE PROJECT PER CODES. DRAWINGS INDICATE SPECIAL EQUIPMENT POWER REQUIREMENTS. CALL ARCHITECT OR OWNER WITH ANY QUESTIONS ABOUT EQUIPMENT/POWER REQUIREMENTS. H. ELECTRICAL DEVICES ARE TO BE WHITE ON WHITE WALLS. FOR DEVICES NOT ON WHITE WALLS, CONFIRM THE DEVICE COLOR WITH ARCHITECT. I. REFERENCE SHEET A001 FOR GENERAL PROJECT INFORMATION, SYMBOLS AND PROJECT SCOPE DEFINITIONS. J. FOR ALL WINDOW AND DOOR OPENINGS, REFER TO STRUCTURAL DWGS FOR HEADER DESIGN. K. PROVIDE 2x SOLID BLOCKING AS REQ'D TO SUPPORT WALL-MOUNTED ITEMS. L. SEAL ALL EXTERIOR WALL, FLOOR, PLATE, AND SILL PENETRATIONS WITH LOW- EXPANDING FOAM SEALANT AND APPROPRIATE FLASHINGS. M. SOUND INSULATE ALL MECHANICAL ROOM WALLS AND BATHROOM WALLS AND CEILINGS. N. ALL DRYWALL CEILINGS & WALLS TO BE SMOOTH / SLICK FINISH. 01. REFLECTED CEILING PLAN NOTES GENERAL NOTES X CEILING LEGEND A. GYPSUM DRYWALL, PAINTED FLAT WHITE. CEILING TEXTURE TO MATCH EXISTING TEXTURE. PROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE-LOCATIONS MUST BE APPROVED BY ARCHITECT. PROVIDE CONTROL JOINTS AS RECOMMENDED OR INDICATED (ARCHITECT TO APPROVE). B. GYPSUM DRYWALL, PAINTED FLAT WHITE. SMOOTH (NO TEXTURE). C. MOISTURE RESISTANT GYPSUM BOARD, PAINTED WHITE. SMOOTH (NO TEXTURE) PROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE-LOCATIONS MUST BE APPROVED BY ARCHITECT. D. WOOD CEILING - PAINTED - COLOR TBD E. STUCCO CEILING - PAINTED - COLOR TBD CEILING MATERIAL X CEILING HEIGHT 0'- 0" A SLOPED D8 D8 C +10'‐0" B +8'‐0" A SLOPED A +8'‐0" C 8'‐0" D SLOPED C1 C1 C1 C2D6D6D5 C1 C1 C1 C2 C2 03 A300 01 A300 C1 A SLOPED C1 4' - 4 3/8"4' - 0 3/4"2' - 5"5' - 5"5' - 3"2' - 2 1/2"8"4' - 0"8"3' - 10"6' - 10 1/2"2' - 0"2' - 5" EQ EQ 02 A300 04 A300 4' - 8 3/4" D9 D9 D9 10" 10"2' - 2 1/2"5' - 9"4' - 11"1' - 6"1' - 9"1' - 9"UT1 EF1 4"1' - 8"3' - 2"10" 6' - 4"1' - 8"1' - 8"EQEQFAN1 FAN21' - 11"EQ EQ 4' - 0 3/4"E 6'‐5" 4' - 5"4" / 12"A +11'‐0"4" / 12"3 1/2" / 12"1' - 6 1/2" BOTTOM OF BULKHEAD @ 8'-0" (DRYWALL FINISH) A +10'‐0"13' - 0 1/2" F.F.1' - 6 1/2" STR C2 C2 C2 C2 2' - 0" ALIGN WITH WINDOW CENTERLINE D2 D1 D1 D0 D0 D2 D3 D4 ALIGN WITH WINDOW CENTERLINE D6 D7 D7 10' - 1 1/4"3' - 8"6' - 6"1' - 0"1' - 5 1/2" 1' - 5 1/2" C2 C2 3' - 2"4' - 7" 3' - 2" 4' - 7" C1 C2 EQ EQ C2 C2 C2 C2 8' - 8 5/8" 2' - 10 1/2" 8' - 0"5' - 0"8' - 0" 11' - 2 1/2" 3' - 8"5' - 3 1/2"4' - 10"10' - 1 1/4"3' - 8"C1 LIGHTING LEGEND TYPE MFG. # LAMPS LAMP TYPE MOUNTING DESCRIPTION / FIXTURE ALLOWANCE C1 CAN LIGHT (FIXED) - SPOT CEILING1LED C2 CAN LIGHT (ADJUSTABLE)CEILING1LED EF1 EXHAUST FAN (BATHROOM) - -CEILING- - -- 1 1 1 -- LED LED LED -- -- -- D1 D2 DECORATIVE PENDANT (GUEST BATH) CEILING -- D3 CEILING -- D4 CEILING -- -- ----UC1 CASEWORK / CABINETRY LIGHTING UNDER-CABINET C3 CAN LIGHT (FIXED) - FLOOD CEILING1LED -- UT1 UTILITY LIGHT CEILING -- LED 1. PROVIDE PRODUCT DATA AND LIGHTING SCHEDULE FOR REVIEW BY ARCHITECT PRIOR TO MTLS. PURCHASE. 2. ALL FIXTURES TO BE LED. 3. CIRCUITING BY CONTRACTOR. 4. ALL BULBS TO BE 3,000 KELVIN IN TEMPERATURE. 5. CONSULT ARCHITECT FOR FIXTURE MOUNTING HEIGHTS + LOCATIONS IN QUESTION. 6. ARCHITECT TO REVIEW / APPROVE FINAL CAN LIGHT TRIMS + BULB SELECTIONS. 7. FINAL SWITCHING BY CONTRACTOR - AS APPROVED BY OWNER. 8. SWITCH LOCATIONS AS APPROVED BY OWNER. 9. ALL SWITCHES / TRIMS / OUTLETS TO BE DECORA UNLESS APPROVED OTHERWISE. FAN1 CEILING FAN (BEDROOM)- -CEILING- --- FAN2 CEILING FAN (BACK PATIO)- -CEILING- --- 1 STR LINEAR LED STRIP - -WALL / CEILING - --- 1 LEDD0EXTERIOR SCONCE (CYLINDER)WALL REUSE EXISTING ROUGH-IN LOCATION EXTERIOR SCONCE (LINEAR, VERTICAL) DECORATIVE PENDANT (GUEST BATH) WALL DECORATIVE PENDANT (OFFICE) ----D5 CEILING --DECORATIVE PENDANT (DINING) ----D6 WALL --DECORATIVE SCONCE (KITCHEN) ----D7 CEILING --DECORATIVE PENDANT (LIVING) ----D8 CEILING --DECORATIVE SURFACE MOUNT (LAUNDRY) D9 CEILINGLED1 DECORATIVE PENDANT (PRIMARY BATH) CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A107PRIVATERESIDENCEReflectedCeilingPlansNOT FOR CONSTRUCTION 1/4" = 1'-0"01 First Floor (New) 12/27/22 A. TYPICAL WALL SECTION OR ELEVATION INDICATES TYPICAL WALL SECTION NOTES. OTHER SECTIONS NOTE UNIQUE CONDITIONS ONLY. KIT OF PARTS SITEWORK-02 2.1 GRADE-SLOPE AWAY FROM STRUCTURE-REF: SITE PLAN 2.2 SELF-COMPACTING FILL - REF: FOUNDATION DRAWINGS. 2.3 HEAVY DUTY VAPOR BARRIER (6 MIL MINIMUM) CONCRETE-03 3.1 NEW CONCRETE FOOTING - REF: FOUNDATION PLAN. 3.2 PERFORATED 4" PERIMETER DRAINAGE WRAPPED W/ FILTER FABRIC - TIE TOGETHER & ROUTE TO NEW SUMP PIT (VIF) 3.3 REINFORCED CONCRETE SLAB (WITH TURN-DOWN WHERE APPLICABLE). 3.4 EXPANSION MATERIAL 3.5 #4 VERTICAL BARS - REF: FOUNDATION PLAN 3.6 #5 HORIZONTAL BARS - REF: FOUNDATION PLAN 3.7 GALVANIZED ANCHOR BOLTS @ 48" O.C. - REF: FOUNDATION PLANS 3.8 CONCRETE FOUNDATION WALL 3.9 GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH ADJACENT TRIM COLOR MASONRY-04 4.1 BRICK VENEER WALL SYSTEM METALS-05 5.1 STRUCTURAL STEEL - REF: STRUCTURAL DRAWINGS WOOD AND PLASTICS-06 6.1 3/4" PLYWOOD T&G DECKING 6.2 1/2" OSB/PLYWOOD SHEATHING OR ZIP SHEATHING SYSTEM (ALTERNATE). 6.3 2x CONTINUOUS BLOCKING 6.4 GUTTER BOARD 6.5 WOOD FRAMING - REF: FRAMING PLAN & FLOOR PLANS & DETAILS 6.6 1/2" CONTINUOUS RAINSCREEN VENT CHANNEL - REF: SPECS 6.7 1" CONTINUOUS SOFFIT VENT CHANNEL - REF: SPECS 6.8 INSULATED HEADER - REF: SPECS 6.9 JOIST HANGER HARDWARE (UTILIZE BACKER BLOCK ON EACH SIDE OF TJI TO ELIMINATE ROTATION IF NEEDED - REVIEW DETAILS WITH TJI SUPPLIER) - REF: FRAMING PLANS / STRUCTURAL 6.10 RIM BOARD - NOTCH TO PROVIDE APPROPRIATE VENTILATION. (WHERE APPLICABLE AT SOFFITS) 6.11 NON CONTINUOUS 2X BLOCKING 6.12 SIDING (TYPE 1) - EXISTING VINYL. 6.13 SIDING (TYPE 2) - EIFS 6.14 SIDING (TYPE 3) - TBD (MAY NOT USE) 6.15 1X FURRING STRIP. 6.16 ROOF SHEATHING (NOT T&G) 6.17 COLUMN - REF: FRAMING PLAN 6.19 TREATED WOOD PLATE 6.20 GALVANIZED HANGER HARDWARE - REF: FRAMING PLANS / STRUCTURAL. 6.21 5/4 (1" ACTUAL) TRIM - REF: ARCHITECT FOR DETAILS 6.22 1x TRIM 6.23 HORIZONTAL INSECT SCREEN RAINSCREEN BATTEN 6.24 VINYL TRIM - 1" 6.25 VINYL TRIM - 3 1/2" THERMAL AND MOISTURE PROTECTION-07 7.1 METAL FLASHING (OR MEMBRANE - PER ARCHITECT) 7.2 R-19 WALL INSULATION 7.3 ALUMINUM DRIP EDGE 7.4 6" WIDE MINIMUM GRACE VYCOR SEALANT TAPE ALONG SILL LAPPING OVER CONCRETE - WEATHER BARRIER TO LAP OVER VYCOR 7.5 WEATHER BARRIER - LAP AND TAPE OVER FLASHINGS (POSITIVE DRAINAGE METHOD) 7.6 GUTTER + DOWNSPOUT 7.7 SEALANT - BACKER ROD + SILL TRIM - COORDINATE W/ FINISH FLOORING. 7.8 FOAM ROLL SILL SEAL 7.9 WATER-PROOFING 7.10 CAPILLARY BREAK OVER FOOTING 7.11 CONTINUOUS BEAD OF SEALANT (AIR-SEALING) 7.12 EXISTING SHINGLE ROOFING SYSTEM OVER ICE AND WATER SHIELD 7.13 ELASTOMERIC FLASHING - REF: SILL DETAILS 7.14 MEMBRANE ROOFING - REF: SPECS 7.15 PRE-FINISHED METAL - 3" TALL COPING 7.16 PRE-FINISHED METAL FLUE + CAP - REF: ARCHITECT FOR FINAL DETAILS 7.17 MINIMUM R-40 DENSE PACK CELLULOSE 7.18 WINDOW HEAD DRIP 7.19 1" CONTINUOUS VENT (COR-A-VENT) - SEGMENT BETWEEN RAFTERS WHERE INDICATED 7.20 1 1/2" EXTRUDED POLYSTYRENE INSULATION BOARD (R-10) 7.21 SPRAY FOAM INSULATION (OR APPROVED ALTERNATE) 7.22 SILL PAN 7.23 PREFINISHED METAL SILL FLASHING - MATCH WINDOW COLOR - REF: SECTIONS. 7.24 ICE & WATER SHIELD UNDER AND OVER CONTINOUS DRIP 7.25 ALUMINUM Z - FLASHING 7.26 PRE-FINISHED METAL - 6" TALL COPING 7.27 MINIMUM R-40 LOOSE FILL OR DENSE PACK INSULATION 7.28 PERIMETER FOUNDATION INSULATION (MINIMUM R-10) 7.29 MINIMUM R-22 POLYISOYANURATE INSULATION DOORS AND WINDOWS-08 8.1 DOOR-REF: PLANS/SCHEDULE. ARCHITECT TO REVIEW WINDOW/DOOR ORDER FOR DESIGN INTENT PRIOR TO PLACING 8.2 WINDOW - REF: PLANS/SCHEDULE. ARCHITECT TO REVIEW WINDOW/DOOR ORDER FOR DESIGN INTENT PRIOR TO PLACING FINISHES-09 9.1 FINISH FLOORING - REF: INTERIORS PACKAGE 9.2 GYPSUM DRYWALL-REF: PLANS/WALL TYPES & SPECIFICATIONS/FINISH PLAN (ALL DRYWALL SMOOTH FINISH IN BATHROOMS - TEXTUTRED IN ALL OTHER AREAS 9.3 INTERIOR TRIMS - REF: INTERIOR PACKAGE 9.4 WOOD CEILING - PAINTED - REF: INTERIORS PACKAGE SPECIALTIES-10 10.1 BRUSHED ALUMINUM ADDRESS NUMERALS - FINAL SELECTION BY ARCHITECT. 10.2 PREFABRICATED GALVANIZED METAL FIREPLACE FLUE - REF: ARCHITECT FOR DETAILS ELECTRICAL-15 15.1 LIGHT FIXTURE - REF: LIGHTING PLAN/SCHEDULE 15.2 ELECTRIC METER + CABLE/TELEPHONE INLETS MECHANICAL-16 16.1 A/C CONDENSING UNIT First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 2 121' ‐8" 03 A300 01 A300 8.2 8.2 8.2 8.2 04 A300 106a 106b 106c 107a 6.13 7.67.6 First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge  2 112' ‐6 7/8" T.O. Ridge 2 121' ‐8" 03 A300 01 A300 8.1 04 A300 8.2 8.2 111b 111a 105A 15.1 15.115.1 6.13 6.25 First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge 2 121' ‐8" 8.2 8.2 - 6.13 First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge  2 112' ‐6 7/8" T.O. Ridge 2 121' ‐8" 6.13 6.13 CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A200PRIVATERESIDENCEExteriorElevationsNOT FOR CONSTRUCTION 3/16" = 1'-0"03 North Elevation (Typical) 3/16" = 1'-0"01 South Elevation (New) 3/16" = 1'-0"02 East Elevation (New) 3/16" = 1'-0"04 West Elevation (New) 12/27/22 A. TYPICAL WALL SECTION OR ELEVATION INDICATES TYPICAL WALL SECTION NOTES. OTHER SECTIONS NOTE UNIQUE CONDITIONS ONLY. KIT OF PARTS SITEWORK-02 2.1 GRADE-SLOPE AWAY FROM STRUCTURE-REF: SITE PLAN 2.2 SELF-COMPACTING FILL - REF: FOUNDATION DRAWINGS. 2.3 HEAVY DUTY VAPOR BARRIER (6 MIL MINIMUM) CONCRETE-03 3.1 NEW CONCRETE FOOTING - REF: FOUNDATION PLAN. 3.2 PERFORATED 4" PERIMETER DRAINAGE WRAPPED W/ FILTER FABRIC - TIE TOGETHER & ROUTE TO NEW SUMP PIT (VIF) 3.3 REINFORCED CONCRETE SLAB (WITH TURN-DOWN WHERE APPLICABLE). 3.4 EXPANSION MATERIAL 3.5 #4 VERTICAL BARS - REF: FOUNDATION PLAN 3.6 #5 HORIZONTAL BARS - REF: FOUNDATION PLAN 3.7 GALVANIZED ANCHOR BOLTS @ 48" O.C. - REF: FOUNDATION PLANS 3.8 CONCRETE FOUNDATION WALL 3.9 GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH ADJACENT TRIM COLOR MASONRY-04 4.1 BRICK VENEER WALL SYSTEM METALS-05 5.1 STRUCTURAL STEEL - REF: STRUCTURAL DRAWINGS WOOD AND PLASTICS-06 6.1 3/4" PLYWOOD T&G DECKING 6.2 1/2" OSB/PLYWOOD SHEATHING OR ZIP SHEATHING SYSTEM (ALTERNATE). 6.3 2x CONTINUOUS BLOCKING 6.4 GUTTER BOARD 6.5 WOOD FRAMING - REF: FRAMING PLAN & FLOOR PLANS & DETAILS 6.6 1/2" CONTINUOUS RAINSCREEN VENT CHANNEL - REF: SPECS 6.7 1" CONTINUOUS SOFFIT VENT CHANNEL - REF: SPECS 6.8 INSULATED HEADER - REF: SPECS 6.9 JOIST HANGER HARDWARE (UTILIZE BACKER BLOCK ON EACH SIDE OF TJI TO ELIMINATE ROTATION IF NEEDED - REVIEW DETAILS WITH TJI SUPPLIER) - REF: FRAMING PLANS / STRUCTURAL 6.10 RIM BOARD - NOTCH TO PROVIDE APPROPRIATE VENTILATION. (WHERE APPLICABLE AT SOFFITS) 6.11 NON CONTINUOUS 2X BLOCKING 6.12 SIDING (TYPE 1) - EXISTING VINYL. 6.13 SIDING (TYPE 2) - EIFS 6.14 SIDING (TYPE 3) - TBD (MAY NOT USE) 6.15 1X FURRING STRIP. 6.16 ROOF SHEATHING (NOT T&G) 6.17 COLUMN - REF: FRAMING PLAN 6.19 TREATED WOOD PLATE 6.20 GALVANIZED HANGER HARDWARE - REF: FRAMING PLANS / STRUCTURAL. 6.21 5/4 (1" ACTUAL) TRIM - REF: ARCHITECT FOR DETAILS 6.22 1x TRIM 6.23 HORIZONTAL INSECT SCREEN RAINSCREEN BATTEN 6.24 VINYL TRIM - 1" 6.25 VINYL TRIM - 3 1/2" THERMAL AND MOISTURE PROTECTION-07 7.1 METAL FLASHING (OR MEMBRANE - PER ARCHITECT) 7.2 R-19 WALL INSULATION 7.3 ALUMINUM DRIP EDGE 7.4 6" WIDE MINIMUM GRACE VYCOR SEALANT TAPE ALONG SILL LAPPING OVER CONCRETE - WEATHER BARRIER TO LAP OVER VYCOR 7.5 WEATHER BARRIER - LAP AND TAPE OVER FLASHINGS (POSITIVE DRAINAGE METHOD) 7.6 GUTTER + DOWNSPOUT 7.7 SEALANT - BACKER ROD + SILL TRIM - COORDINATE W/ FINISH FLOORING. 7.8 FOAM ROLL SILL SEAL 7.9 WATER-PROOFING 7.10 CAPILLARY BREAK OVER FOOTING 7.11 CONTINUOUS BEAD OF SEALANT (AIR-SEALING) 7.12 EXISTING SHINGLE ROOFING SYSTEM OVER ICE AND WATER SHIELD 7.13 ELASTOMERIC FLASHING - REF: SILL DETAILS 7.14 MEMBRANE ROOFING - REF: SPECS 7.15 PRE-FINISHED METAL - 3" TALL COPING 7.16 PRE-FINISHED METAL FLUE + CAP - REF: ARCHITECT FOR FINAL DETAILS 7.17 MINIMUM R-40 DENSE PACK CELLULOSE 7.18 WINDOW HEAD DRIP 7.19 1" CONTINUOUS VENT (COR-A-VENT) - SEGMENT BETWEEN RAFTERS WHERE INDICATED 7.20 1 1/2" EXTRUDED POLYSTYRENE INSULATION BOARD (R-10) 7.21 SPRAY FOAM INSULATION (OR APPROVED ALTERNATE) 7.22 SILL PAN 7.23 PREFINISHED METAL SILL FLASHING - MATCH WINDOW COLOR - REF: SECTIONS. 7.24 ICE & WATER SHIELD UNDER AND OVER CONTINOUS DRIP 7.25 ALUMINUM Z - FLASHING 7.26 PRE-FINISHED METAL - 6" TALL COPING 7.27 MINIMUM R-40 LOOSE FILL OR DENSE PACK INSULATION 7.28 PERIMETER FOUNDATION INSULATION (MINIMUM R-10) 7.29 MINIMUM R-22 POLYISOYANURATE INSULATION DOORS AND WINDOWS-08 8.1 DOOR-REF: PLANS/SCHEDULE. ARCHITECT TO REVIEW WINDOW/DOOR ORDER FOR DESIGN INTENT PRIOR TO PLACING 8.2 WINDOW - REF: PLANS/SCHEDULE. ARCHITECT TO REVIEW WINDOW/DOOR ORDER FOR DESIGN INTENT PRIOR TO PLACING FINISHES-09 9.1 FINISH FLOORING - REF: INTERIORS PACKAGE 9.2 GYPSUM DRYWALL-REF: PLANS/WALL TYPES & SPECIFICATIONS/FINISH PLAN (ALL DRYWALL SMOOTH FINISH IN BATHROOMS - TEXTUTRED IN ALL OTHER AREAS 9.3 INTERIOR TRIMS - REF: INTERIOR PACKAGE 9.4 WOOD CEILING - PAINTED - REF: INTERIORS PACKAGE SPECIALTIES-10 10.1 BRUSHED ALUMINUM ADDRESS NUMERALS - FINAL SELECTION BY ARCHITECT. 10.2 PREFABRICATED GALVANIZED METAL FIREPLACE FLUE - REF: ARCHITECT FOR DETAILS ELECTRICAL-15 15.1 LIGHT FIXTURE - REF: LIGHTING PLAN/SCHEDULE 15.2 ELECTRIC METER + CABLE/TELEPHONE INLETS MECHANICAL-16 16.1 A/C CONDENSING UNIT First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge 2 121' ‐8"9' - 10"10' - 0"103A First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge  2 112' ‐6 7/8" T.O. Ridge 2 121' ‐8" 107A EXISTING BEAM6' - 11"6' - 5"EXISTING SOFFIT7' - 0"2' - 1" A300 05 First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" First Floor Plate Height 110' ‐0" T.O. Ridge 2 121' ‐8"11' - 0" FINISH10' - 0" FINISH8' - 0" FINISH8' - 0"4 1/2"First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" First Floor Plate Height 110' ‐0" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge  2 112' ‐6 7/8" T.O. Ridge 2 121' ‐8" T.O. Fndt. Wall 100' ‐0"8' - 8 1/2"8' - 8 1/2"8' - 0"First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6"1 1/2"7' - 11"8 1/4"2' - 1 1/4" 6' - 5"SLOP E 1/4" PER FOOT 4"A300 06 6.19 7.23 7.3 8.2 7.18 6.8 6.2 7.5 7.20 6.13 7.2 6.3 9.2 7.12 6.5 EXISTING BEAM 7.6 6.5 7.5 7.20 6.13 7.34 1/2"1/2"1 1/2"3 1/2"9.4 6.22 6.13 6.2 6.2 CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A300PRIVATERESIDENCESectionsNOT FOR CONSTRUCTION 3/16" = 1'-0"03 N/S Section Elevation (Living + Entry) 3/16" = 1'-0"01 N/S Section Elevation (Living Room (Facing Office + Dining) 3/16" = 1'-0"04 N/S Section - Bedroom 3/16" = 1'-0"02 N/S Section (Kitchen + Office) 1/2" = 1'-0"05 N/S Section Detail 1" = 1'-0"06 N/S Section Detail Callout 12/27/22 MATERIALS: AL ALUMINUM ALC ALUMINUM CLAD WOOD GL-1 GLASS (CLEAR) GL-2 GLASS(FROSTED / PRIVACY) WD-1 PAINTED POPLAR VENEER GYP GYPSUM DRYWALL GENERAL NOTES A. CM AND/OR CONTRACTOR SHALL MASTER-KEY NEW LOCKSETS AT THE DIRECTION OF THE OWNER. IF OWNER HAS ANY SPECIAL REQUESTS (SUCH-AS, NEW LOCKSETS TO MATCH PRE-EXISTING PROPERTY LOCKSETS), OWNER SHALL INCLUDE THOSE REQUESTS IN THE OWNER REQUIREMENTS IN WRITING. B. PROVIDE INTERCHANGEABLE LOCKSETS. C. FOR ALL FINISHES OF DOORS, FRAMES, TRIMS, AND HARDWARE NOT NOTED, REFER TO ARCHITECT. D. GLASS TO BE TEMPERED WHERE REQUIRED BY CODE OR AS NOTED. E. REFER TO SPECIFICATIONS FOR MORE INFORMATION. F. ARCHITECT TO REVIEW WINDOW / DOOR ORDER / SPEC SHEET PRIOR TO PRICING ORDER OR APPROVING. G. CALL ARCHITECT WITH QUESTIONS ABOUT DOORS / WINDOWS / HARDWARE & ANY NEED FOR SUPPLEMENTAL DETAILS. HARDWARE: HINGES: H1 BUTT HINGES, 2 PAIR, HEAVY DUTY BALL BEARING, SQUARE CORNER (BRUSHED STAINLESS STEEL FINISH) LATCHES: L1 ENTRY LOCKSET - LEVER + FINISH TBD L2 PRIVACY - LEVER + FINISH TBD L3 POCKET - PASSAGE + FINISH TBD L4 PASSAGE - LEVER + FINISH TBD L5 POCKET - PRIVACY + FINISH TBD CONTROL: C1 FLOOR STOP - TBD C2 INTEGRAL STOP - TBD C3 WALL STOP - TBD SEAL: S1 WEATHER SEALS S2 SOUND SWEEP (ALL SIDES OF DOOR) NOTE: ALL HARDWARE SPECS PER ARCHITECT NOTE: ALL HARDWARE TO BE COMPLETED AS PART OF ARCHITECT'S INTERIORS PACKAGE. FOR UPDATED SHEET - REF: INTERIORS PACKAGE. 2 10 2 10 2 10 2x10 BOX HEADER 2 3/4"OPENING HEIGHTTRIMS & FINISHES BY OTHERS. TRACK & HARDWARE BY OTHERS. REFER TO MANUFACTURER'S INSTRUCTIONS - THIS MAY VARY. JOHNSON 100-SERIES IS 2.75", JOHNSON 200-SERIES IS 4.00". REVIEW THE SPECIFIED HARDWARE! FINISH FLOOR REFER TO ARCHITECT ON INSULATION 2 10 ONE HEAD TRIM TO BE REMOVABLE - PLAN ACCORDINGLY (DOOR SIZE + 1") POCKET (DOOR SIZE + 1/2") OPENING BUMPER BY OTHERS REVIEW ELECTRICAL PLAN TO ENSURE ELECTRICAL BOXES FIT IN POCKET DOOR CAVITY WALLS 9 1/4"2 10 2 2 2 TRIMS & FINISHES BY OTHERS - TYPICAL3 1/2"2 1/2"3 1/4"2 2 10 10 MINERAL WOOL SOUND INSULATION BY OTHERS 10 10 10 TYPICAL BASE 1X4 PTD POPLAR TRIM (5/8" ACTUAL)3 1/2"5/8" 1/4" 1/4" X 3/4" SHOE TYPICAL CEILING REVEAL CEILING FINISH INSIDE ROOMOUTSIDE ROOM INT-B2 WOOD BASE (BEYOND) DOOR SLAB PTD WOOD (1X) POCKET GUIDE / BRUSH (TBD) PTD POPLAR 2X FRAMING 2 1/4" 2" 2 1/4"3/4"3/4"1/4"2 1/4"PTD WOOD JAMB DOOR SLAB PTD WOOD PRE-HUNG FRAME 2X FRAMING PTD POPLAR 5/4X GYPSUM DRYWALL INSIDE ROOM OUTSIDE ROOM INT-A2 4 1/2" 1" 1"1/4"2 1/4"WOOD JAMB (BEYOND) DOOR SLAB POCKET DOOR ROLLER / GUIDE (400# MAX RECOMMENDED) PTD WOOD (1X) 2X BLOCKING PTD POPLAR 2X FRAMING / HEADER INSIDE ROOMOUTSIDE ROOM INT-B1 DOOR + 1/4" 2 2 2 88 8 3/4"3/4"1/8"2 1/4"WOOD JAMB (BEYOND) DOOR SLAB PTD WOOD PRE-HUNG FRAME 2X BLOCKING PTD POPLAR 2X FRAMING / HEADER INSIDE ROOMOUTSIDE ROOM INT-A1 2 2 88 3/4"3/4"1/8"2 1/4"SEE SCHED WD-1 (REF: SCHED)1" OF DOOR REMAINS IN POCKET -COORDINATE OPEN POSITION EQUALJAMBS EACH SIDE.SEE SCHED 2 1/4" 2 1/4"SEE SCHEDB PTD SOLID WOOD REF: SCHED GLASS STOP TO BE MINIMAL (INTEGRATED INTO FRAME) STEEL OR ALUMINUM TUBE FRAME C SEE SCHED 5" 5" GL-2 (REF: SCHED) SEE SCHEDA PTD / STD SOLID WOOD DOOR - REF: SCHED PTD / STD SOLID WOOD GLASS STOP - REF: SCHED GL-1 (REF: SCHED) SEE SCHED WD-1 (REF: SCHED) PTD SOLID WOOD REF: SCHED D SEE SCHED GL-1 (REF: SCHED) 3/8" SHOWER GLASS E SEE SCHED SEE SCHED A PTD SOLID WOOD TRIM - REF: DETAIL SEE DTL SEE DTL SEE DTL SEE DTL SEE DTLSEE SCHEDB PTD SOLID WOOD TRIM - REF: DETAIL SEE SCHED1"DESIGN DEVELOPMENT DOCUMENTS: THESE DOCUMENTS ARE WORKING DOCUMENTS FOR DEVELOPING THE DESIGN. THESE DOCUMENTS SHALL NOT BE USED FOR CONSTRUCTION. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A501PRIVATERESIDENCEDoor /WindowDetailsNOT FOR CONSTRUCTION 1 1/2" = 1'-0"03 Typical (Single) Pocket Door Head Detail 1 1/2" = 1'-0"04 Typical (Single) Pocket Door Plan Detail 1 1/2" = 1'-0"07 Trim Details (Interior) 1 1/2" = 1'-0"02 Door Jamb Details (Interior) 1 1/2" = 1'-0"01 Door Head Details (Interior) 1/4" = 1'-0"06 Door Elevations 1/4" = 1'-0"05 Door Frame Elevations 12/27/22 1/2" PLAN PER INTERIOR EXTERIOR DRIP CAP ‐MATCH WINDOW FINISH SHIM SPACE INSULATED HEADER 01-B INTEGRATED SHEATHING / WEATHER RESISTIVE BARRIER 1/2" 3/4" RAINSCREEN SYSTEM SIDING PER PLANS / WALL TYPES WINDOW FLASHING TAPE PER MANUFACTURER WINDOW BLOCKING (TREATED 1X4) ELASTOMERIC FLASHING PREP WINDOW OR DOOR ‐REF: OPENING SCHEDULE MAINTAIN APPROPRIATE GAPS BETWEEN SIDING/FLASHING 1/2" GYP FOAM AIR SEALING (TYP.) FRAMING / WALL PER PLANS 1/2"3 1/2"1" 1/2" 3 1/2" INTERIOREXTERIOR 4"x4"x3/8" GALVANIZED STEEL LOOSE ANGLE ALUMINUM CLAD JAMB EXTENSION 3/8" SHIM MASONRY FLASHING STONE (MATCH EXISTING) 1" MORTAR‐NET WEEPS AS REQ'D BLOCKING AS REQ'D 1/2" GYP PTD. WD TRIM INSULATED HEADER 02-B WEATHER BARRIER 1/2" 1" 3 1/4" 9 3/4" PTD. WD TRIM 2" 1/2" 4" INTERIOREXTERIOR DRIP CAP ‐MATCH WINDOW FINISH SHIM SPACE INSULATED HEADER 03-B INTEGRATED SHEATHING / WEATHER RESISTIVE BARRIER 1/2" 3/4" RAINSCREEN SYSTEM SIDING PER PLANS / WALL TYPES WINDOW FLASHING TAPE PER MANUFACTURER WINDOW BLOCKING (TREATED 1X4) ELASTOMERIC FLASHING PREP WINDOW OR DOOR ‐REF: OPENING SCHEDULE MAINTAIN APPROPRIATE GAPS BETWEEN SIDING/FLASHING 1/2" GYP FOAM AIR SEALING (TYP.) FRAMING / WALL PER PLANS PTD. WD TRIM 2 4 2 4 INTERIOREXTERIOR 03-C WINDOW PER SCHD ELASTOMERIC FLASHING WRAPS JAMB LAP WEATHER BARRIER OVER ELASTOMERIC FLASHING AND TAPE BACKER ROD / SEALANT PER STO DETAILS FINISH (EIFS) 1 1/2" RIGID INSULATION TYPICAL 1/2" SHEATHING WEATHER BARRIER 1/2" PLAN PER INTERIOR EXTERIOR SHIM SPACE DRYWALL RETURN 01-C INTEGRATED SHEATHING / WEATHER RESISTIVE BARRIER 1/2" 3/4" RAINSCREEN SYSTEM SIDING PER PLANS / WALL TYPES WINDOW FLASHING TAPE PER MANUFACTURER WINDOW BLOCKING (TREATED 1X4) ELASTOMERIC FLASHING PREP WINDOW OR DOOR ‐REF: OPENING SCHEDULE BACKER ROD AND SEALANT AS NEEDED 1/2" GYP FOAM AIR SEALING (TYP.) FRAMING / WALL PER PLANS TRIM PER ELEVATIONS 2" 1/2" 3 1/2" INTERIOR EXTERIOR 2 BRICK MOLD ELASTOMERIC FLASHING OVER JAMB + PLYWOOD BLOCKING BRICK VENEER 1" MORTAR‐NET AS REQ'D WEEPS AS REQ'D SHIM AS REQ'D 1/2" GYP 02-C 1" RIGID INSULATION PER WALL TYPE 4 2 4 3 1/4" 2 1/8" TYPICAL WEATHER BARRIER ‐LAP OVER VYCOR + TAPE TYPICAL 1/2" SHEATHING 1/2" PLAN PER 1/2" MATERIALS: AL ALUMINUM ALC ALUMINUM CLAD WOOD GL-1 GLASS (CLEAR) GL-2 GLASS(FROSTED / PRIVACY) WD-1 PAINTED POPLAR VENEER GYP GYPSUM DRYWALL GENERAL NOTES A. CM AND/OR CONTRACTOR SHALL MASTER-KEY NEW LOCKSETS AT THE DIRECTION OF THE OWNER. IF OWNER HAS ANY SPECIAL REQUESTS (SUCH-AS, NEW LOCKSETS TO MATCH PRE-EXISTING PROPERTY LOCKSETS), OWNER SHALL INCLUDE THOSE REQUESTS IN THE OWNER REQUIREMENTS IN WRITING. B. PROVIDE INTERCHANGEABLE LOCKSETS. C. FOR ALL FINISHES OF DOORS, FRAMES, TRIMS, AND HARDWARE NOT NOTED, REFER TO ARCHITECT. D. GLASS TO BE TEMPERED WHERE REQUIRED BY CODE OR AS NOTED. E. REFER TO SPECIFICATIONS FOR MORE INFORMATION. F. ARCHITECT TO REVIEW WINDOW / DOOR ORDER / SPEC SHEET PRIOR TO PRICING ORDER OR APPROVING. G. CALL ARCHITECT WITH QUESTIONS ABOUT DOORS / WINDOWS / HARDWARE & ANY NEED FOR SUPPLEMENTAL DETAILS. HARDWARE: HINGES: H1 BUTT HINGES, 2 PAIR, HEAVY DUTY BALL BEARING, SQUARE CORNER (BRUSHED STAINLESS STEEL FINISH) LATCHES: L1 ENTRY LOCKSET - LEVER + FINISH TBD L2 PRIVACY - LEVER + FINISH TBD L3 POCKET - PASSAGE + FINISH TBD L4 PASSAGE - LEVER + FINISH TBD L5 POCKET - PRIVACY + FINISH TBD CONTROL: C1 FLOOR STOP - TBD C2 INTEGRAL STOP - TBD C3 WALL STOP - TBD SEAL: S1 WEATHER SEALS S2 SOUND SWEEP (ALL SIDES OF DOOR) NOTE: ALL HARDWARE SPECS PER ARCHITECT NOTE: ALL HARDWARE TO BE COMPLETED AS PART OF ARCHITECT'S INTERIORS PACKAGE. FOR UPDATED SHEET - REF: INTERIORS PACKAGE. 04-A OPENING PER SCHEDULE ELASTOMERIC SILL PAN FLASHING WITH METAL SILL PAN TO MATCH ALUMINUM THRESHOLD ‐METAL TO LAP DOWN TO CONCRETE STOOP. EXPANSION MATERIAL PROTECT WOOD FRAMING WITH ICE & W.S. + RUBBER MEMBRAND LAPPING OVER STRUCTURE.  MEMBRANE TO GO UNDER DOOR SILL PAN FLASHING FOR POSITIVE DRAINAGE. CONCRETE STOOP WITH TURNDOWN AS NEEDED. INTERIOREXTERIOR FRAMING BEYOND 03-A WEATHER BARRIER STO RAINSCREEN INSULATION BOARD STO DETAIL MESH EMBEDED IN BASE COAT STO BASE COAT 1" RIGID INSULATION PER WALL TYPES STO FINISH COAT LAP WEATHER BARRIER OVER ELASTOMERIC FLASHING AND TAPE ELASTOMERIC FLASHING WRAPS SILL SILL PAN FLASHING BACKER ROD / SEALANT TREATED WOOD SLOPED SILL TRIM WITH ALUMINUM WRAP TO MATCH WINDOWS BACKER ROD / SEALANT 1/4"1/2"3 1/2"4"1/2" 1 1/2" 1" 1/2" 3 1/2"INTERIOREXTERIOR OPENING PER SCHEDULE ELASTOMERIC SILL PAN FLASHING TO OVER LAP RAINSCREEN SYSTEM PRE‐FLASH OPENING (COMPLETE) TO WRB WINDOW BLOCKING (TREATED 1X4) RAINSCREEN BATTEN MAINTAIN A MIN. 1" GAP BETWEEN HORIZONTAL AND VERTICAL RAINSCREEN CHANNELS TO ALLOW FOR AIR FLOW LATERALLY FOAM / AIR SEALING SLOPED SILL 1/2" GYP SILL RETURN SILL PAN SIDING PER PLANS INTEGRATED SHEATHING / WEATHER RESISTIVE BARRIER WALL PER PLANS 1/2" GYP TRIM PER ELEVATIONS INTERIOR EXTERIOR 01-A 02-A 3 1/4" 1" 1" 1/2" 3 1/2" 4"1"3"1"1/4"WEATHER BARRIER GALVANIZED BRICK TIES AS REQ'D WEEPS AS REQ'D 1" RIGID INSULATION PER WALL TYPES BRICK VENEER LAP WEATHER BARRIER OVER ELASTOMERIC FLASHING AND TAPE ELASTOMERIC FLASHING WRAPS SILL SILL PAN FLASHING BACKER ROD / SEALANT BACKER ROD / SEALANT PLYWOOD BLOCKING TREATED WOOD SLOPED SILL TRIM WITH ALUMINUM WRAP TO MATCH WINDOWS INTERIOREXTERIOR CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A600PRIVATERESIDENCEOpeningScheduleNOT FOR CONSTRUCTION 1 1/2" = 1'-0"02 Door / Window Head Details 1 1/2" = 1'-0"03 Door / Window Jamb Details 1 1/2" = 1'-0"01 Door / Window Sill Details DOOR SCHEDULE MARK ROOM NAME FLOOR DOOR FRAME OPERATION HINGES LATCH CTRL SEAL COMMENTSWIDTH HEIGHT THICKNESS MTRL ELEV GLASS MTRL ELEV HEAD JAMB SILL 101A CLOSET First Floor (Slab) 3' ‐ 0" 8' ‐ 0" 1 3/8" ‐ ‐ ‐ WD‐1 A501‐05‐A ‐ ‐ ‐ CASE D OPENING H1 ‐ ‐ ‐ 102A PRIMARY BATH First Floor (Slab) 3' ‐ 0" 8' ‐ 0" 1 3/8" WD‐1 A501‐06‐C ‐ WD‐1 A501‐05‐A A501‐01‐INT‐B1 A501‐01‐INT‐B2 ‐ POCKET ‐ L5 C2 ‐ 102B PRIMARY BATH First Floor (Slab) 2' ‐ 10" 7' ‐ 7" 3/8" GL‐1 A501‐06‐E GL‐1 ‐ ‐ ‐ ‐ A105‐06 SWING TBD ‐ ‐ S1 SHOWER DOOR 103A PRIMARY BEDROOM First Floor (Slab) 3' ‐ 0" 6' ‐ 8" AL A501‐06‐B ‐ AL A501‐05‐A A600‐02‐03‐B A600‐03‐03‐C A600‐01‐04‐A SWING H1 L1 C2 S1 103B PRIMARY BEDROOM First Floor (Slab) 3' ‐ 0" 6' ‐ 8" 1 3/8" WD‐1 A501‐06‐C ‐ WD‐1 A501‐05‐A A501‐01‐INT‐B1 A501‐01‐INT‐B2 ‐ POCKET ‐ L5 C2 ‐ 104A LAUNDRY First Floor (Slab) 2' ‐ 8" 6' ‐ 8" 1 3/4" WD‐1 A501‐06‐C ‐ WD‐1 A501‐05‐A A501‐01‐INT‐B1 A501‐01‐INT‐B2 ‐ POCKET ‐ L3 C2 ‐ 105A ENTRY First Floor (Slab) 3' ‐ 6" 6' ‐ 8" AL A501‐06‐A GL‐1 AL A501‐05‐A A600‐02‐03‐B A600‐03‐03‐C A600‐01‐04‐A SWING H1 L1 C2 S1 105B ENTRY CLOSET First Floor (Slab) 4' ‐ 0" 6' ‐ 8" 1" WD‐1 A501‐06‐D ‐ WD‐1 A501‐05‐B A501‐01‐INT‐A1 A501‐02‐INT‐A2 ‐ SWING H1 L4 C2 ‐ 107A KITCHEN First Floor (Slab) 3' ‐ 0" 8' ‐ 0" AL A501‐06‐B GL‐1 AL A501‐05‐A A600‐02‐03‐B A600‐03‐03‐C A600‐01‐04‐A SWING H1 L1 C2 S1 WINDOW SCHEDULE MARK ROOM NAME FLOOR WIDTH HEIGHT R.O. WIDTH R.O. HEIGHT SILL HEIGHT HEAD HEIGHT REF: DWG HAND FINISH GLASS OPERATION HEAD DETAIL JAMB DETAIL SILL DETAIL COMMENTS 102a PRIMARY BATH First Floor (Slab) 4' ‐ 5" 1' ‐ 11" 4' ‐ 6" 2' ‐ 0" 8' ‐ 0" 9' ‐ 11" A105‐01 GL‐1 FIXED A600‐02‐01‐B A600‐03‐01‐C A600‐01‐01‐A TRANSOM 102b PRIMARY BATH First Floor (Slab) 7' ‐ 11" 1' ‐ 11" 8' ‐ 0" 2' ‐ 0" 8' ‐ 0" 9' ‐ 11" A105‐01 GL‐1 FIXED A600‐02‐01‐B A600‐03‐01‐C A600‐01‐01‐A TRANSOM 106a LIVING First Floor (Slab) 3' ‐ 11" 7' ‐ 11" 3' ‐ 11 1/2" 7' ‐ 11 1/2" 1 1/2" 8' ‐ 0 1/2" A105‐01 GL‐1 FIXED A600‐02‐03‐B A600‐03‐03‐C A600‐01‐04‐A 106b LIVING First Floor (Slab) 3' ‐ 11" 7' ‐ 11" 3' ‐ 11 1/2" 7' ‐ 11 1/2" 1 1/2" 8' ‐ 0 1/2" A105‐01 GL‐1 FIXED A600‐02‐03‐B A600‐03‐03‐C A600‐01‐04‐A 106c LIVING First Floor (Slab) 3' ‐ 11" 7' ‐ 11" 3' ‐ 11 1/2" 7' ‐ 11 1/2" 1 1/2" 8' ‐ 0 1/2" A105‐01 GL‐1 FIXED A600‐02‐03‐B A600‐03‐03‐C A600‐01‐04‐A 107a KITCHEN First Floor (Slab) 3' ‐ 11" 5' ‐ 11" 3' ‐ 11 1/2" 5' ‐ 11 1/2" 6" 6' ‐ 5" A105‐01 GL‐1 FIXED A600‐02‐03‐B A600‐03‐03‐C A600‐01‐03‐A 111a BEDOROM 1 First Floor (Slab) 2' ‐ 5" 4' ‐ 0" 2' ‐ 6" 4' ‐ 1" 2' ‐ 0" 6' ‐ 0" A105‐01 GL‐1 DOUBLE HUNG A600‐02‐02‐B A600‐03‐02‐C A600‐01‐02‐A REPLACEMENT 111b BEDOROM 1 First Floor (Slab) 7' ‐ 1" 4' ‐ 8" 7' ‐ 2" 4' ‐ 9" 2' ‐ 0" 6' ‐ 8" A105‐01 GL‐1 CASEMENT A600‐02‐01‐B A600‐03‐01‐C A600‐01‐01‐A REPLACEMENT 12/27/22 Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 MARK: STATUS SHEET NUMBER: SHEET TITLE: PROJECT NAME: DATE: DESCRIPTION: DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STRUCTURAL ENGINEER: A900PRIVATERESIDENCE10000 Upton Court,Carmel, IN 460803D Views -Exterior10.21.22 CD1 NOT FOR CONSTRUCTION EGR/HEM CAS 2022_27 NTS013D Views - North Elevation NTS023D Views - North West 1/2" = 1'-0"03 3D Views - East Elevation 1/2" = 1'-0"04 3D Views - South East 1/2" = 1'-0"05 3D Views - South Elevation (With Gazebo) 1/2" = 1'-0"06 3D Views - South Elevation (Without Gazebo) 1/2" = 1'-0"07 3D Views - South West (With Gazebo) 1/2" = 1'-0"08 3D Views - West Elevation 12/27/22 Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 MARK: STATUS SHEET NUMBER: SHEET TITLE: PROJECT NAME: DATE: DESCRIPTION: DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STRUCTURAL ENGINEER: A901PRIVATERESIDENCE10000 Upton Court,Carmel, IN 460803D Views -Interior10.21.22 CD1 NOT FOR CONSTRUCTION EGR/HEM CAS 2022_27 NTS013D Views - Interior Plan 1/2" = 1'-0"03 3D Views - Interior - Kitchen + Living 1/2" = 1'-0"02 3D Views - Interior - Office 1/2" = 1'-0" 04 3D Views - Interior - Kitchen + Office 1/2" = 1'-0"05 3D Views - Interior - Kitchen 1/2" = 1'-0"06 3D Views - Interior - Living + Entry 1/2" = 1'-0" 07 3D Views - Interior - Bedroom View 1 1/2" = 1'-0"08 3D Views - Interior - Bedroom View 2 1/2" = 1'-0"09 3D Views - Interior - Primary Bath View 1 1/2" = 1'-0"10 3D Views - Interior - Primary Bath View 2 1/2" = 1'-0"11 3D Views - Interior - Laundry 1/2" = 1'-0"12 3D Views - Interior - Guest Bath 12/27/22