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URBAN COEUR BRIDGER KANSAS CITY, MO 64110 ARCHITECT OF RECORD: DRAW ARCHITECTURE + URBAN DESIGN LLC 214 W 21ST ST, SUITE 200 KANSAS CITY, MO 64108 STRUCTURAL ENGINEER: LIA ENGINEERING 4808 LIBERTY STREET KANSAS CITY, MO 64112 KAW VALLEY ENGINEERING 8040 N. OAK TRAFFICWAY KANSAS CITY, MO 64118 EAST TRACY - BEACON HILL OVERLOOK © 2018 DRAW ARCHITECTURE AND URBAN DESIGN LLC ALL DRAWINGS AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED , DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ORIGINAL DRAWINGS SCALE TO 24" x 36" SHEET UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION. GENERAL NOTES G101 NOT FOR CONSTRUCTION Printed 10/3/2018 1:15:13 PM

OWNER: 4325 TROOST AVE T 816.457.1756 T 816.531.8303 F 816.531.8305 T 816.534.9542 CIVIL ENGINEER: T 816.468.5858 PRINCIPAL IN CHARGE D DAVISON PROJECT ARCHITECT D DAVISON PROJECT TEAM MEMBERS D HERRON J HARTMAN RELEASE SCHEDULE RELEASE NO.

1 ALL SUPPLY DUCTWORK AT UNCONDITIONED SPACES TO BE INSULATED WITH A WALL. ALL SUPPLY REGISTERS LOCATED IN HARDWOOD FLOOR TO RECEIVE FLUSH DUCT TOILET OR BATHROOM EXHAUST TO EXTERIOR PER CODE REQUIREMENTS. EXHAUST DUCT AT CLOTHES DRYER TO HAVE SMOOTH INSIDE WITH BACKDRAFT DAMPER. VENT TO BE CONSTRUCTED WITH MIN. 0.016” RIGID METAL. VENT SIZE ENSURE THAT EVERY ROOM (EXCEPT BATHS, KITCHENS, CLOSETS, PANTRIES, AND INSTALL AIR FILTERS AND AIR HANDLERS MUST MAINTAIN ADEQUATE PRESSURE AND AIR FLOW. AIR FILTER HOUSINGS MUST BE AIRTIGHT TO PREVENT BYPASS OR ADD GARAGE DOOR ON SELF CLOSING HINGES / RATED R‐13 WALLS, R‐49 ATTICS, R‐38 VAULTS, R‐19 FLOORS OVER UNCONDITIONED SPACES, CRAWL SPACE WALLS R‐10, BASEMENT WALLS‐ R‐13 CAVITY OR R‐10 CONTINOUS, SLABS SHALL BE R‐10 FOR A DEPTH OF 2 FOOT, AND A WINDOW U FACTOR OF .35 OR BETTER. DUCTWORK NEEDS TO HAVE AN R‐8 VALUE. DENOTE ON THE PLANS OR EGRESS WINDOWS SHALL COMPLY WITH SECTION 310 OF THE IRC. A COMPLIANT EGRESS OUT OF THE BASEMENT AND HABITABLE ATTIC WILL BE PROVIDED IF APPLICABL E. SEE DETAIL FOR EGRESS WELL. EGRESS WINDOW SIZE AND LOCATION WINDOWS WILL HAVE FALL PROTECTION PER IRC 312 .2 AS WHERE NEEDED. WINDOWS, DOORS, AND OTHER GLAZING WILL COMPLY WITH THE REQUIREMENTS OF SEE WALL SECTION FOR FOUNDATION HEIGHT AND THE REINFORCEMENT GRADE, REQUIREMENTS OF INFORMATION BULLETIN 11

MINIMUM R‐5 INSULATION. MECHANICAL CONTRACTOR TO PROVIDE CONCRETE PAD FOR COMPRESSOR MOUNTED AT GRADE IF REQUIRED. MECHANICAL CONTRACTOR TO PROVIDE PROGRAMMABLE THERMOSTAT (HONEYWELL OR EQUAL). ALL PORTIONS OF FLOOR SUPPLY REGISTERS TO BE A MAXIMUM OF 9” FROM WOOD FLOOR REGISTERS TO MATCH SPECIES OF HARDWOOD FLOOR. TO MATCH DIAMETER OF THE APPLIANCE. EXHAUST VENT LENGTH NOT TO EXCEED 25 FT AS CALCULATED PER CODE REQUIREMENTS. LAUNDRY ROOMS) HAS ADEQUATE RETURN AIR FLOW THROUGH THE USE OF MULTIPLE RETURNS, TRANSFER GRILLES, OR JUMP DUCTS. UPON INSTALLATION, SEAL ALL PERMANENT DUCTS AND VENTS TO MINIMIZE CONTAMINATION DURING CONSTRUCTION. REMOVE ANY SEALS AFTER ALL PHASES OF CONSTRUCTION COMPLETED. ALL PLUMBING FIXTURES TO BE INSTALLED PER CODE. PROVIDE ALL MATERIALS & LABOR REQUIRED TO COMPLETE PLUMBING WORK. GENERAL NOTES ‐ KCMO 2012 IRC ENERGY CONSERVATION CODE. THE FOLLOWING VALUES ARE REQUIRED‐ PROVIDE AN EQUIVALENT. ARE NOTED ON THESE PLANS. SECTION 308 OF THE IRC FOR SAFETY GLAZING. SPACING, AND POSITION FROM INSIDE FACE OF WALL, ALL FOLLOWING PERMITTED IS 10” MEASURED NOSE TO NOSE. AT A MINIMUM OF 48 INCHES ON CENTER. WITH H2.5 A TIES UNLESS NOTED OTHERWISE. BEARING POINT ON THE PLANS VIEWS. PER IRC 602.3. THIS IS NOTED ON PLANS WHERE THIS IS REQUIRED. OVERHEAD GARAGE DOORS MEET DASMA 90 MPH REQUIREMENTS. CA

2 LEAKAGE. PLUMBING OTHERWISE. BE PROVIDED. 2

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PROVIDED OF STUCCO PRIOR TO INSTALLATION.
3 STUCCO TO BE THREE‐COAT CEMENTITIOUS APPLICATION, SMOOTH FINISH, WITH COLOR AS SELECTED BY THE ARCHITECT AND OWNER. MOCK UP AREA 4'X4' TO BE INTERIOR FINISHES: CONTRACTOR TO SUBMIT SAMPLES OF ALL INTERIOR MATERIALS TO BE APPROVED BY OWNER AND ARCHITECT PRIOR TO INSTALLATION INCLUDING, BUT NOT LIMITED TO: BASE TRIM, CASING, NOSING PROFILES, CROWNS, CHAIR RAILS, HARDWOOD FLOORING FINISHES, INTERIOR DOOR PROFILES, SHELVING DETAILS, BEADED BASEBOARD, ETC. ALL INTERIOR WOOD TO BE ON SITE FOR AT LEAST SEVEN (7) DAYS PRIOR TO INSTALLATION FOR TEMPERATURE AND HUMIDITY ACCLIMATION. ALL SOFFITS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL FIRE CODES TO SPECIFICALLY PROVIDE VERTICAL INTERIOR TRIM: SUPPLY AND INSTALL ALL CASING FOR PAINT OR STAIN PER CONTRACTOR TO INSTALL ALL BATH ACCESSORIES. ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND APPROVED INSTALLATION DRAWINGS. LOCATION PROVIDE FREEZE PROOF SPIGOT ON EXTERIOR LOCATIONS. SEE DURABILITY CONTRACTOR TO FILL OUT ALL APPLIANCE WARRANTY CARDS AND INFORMATION FOR ALL APPLIANCES INCLUDING THOSE SUPPLIED BY OWNER. ELECTRICAL: PROVIDE ALL MATERIAL AND LABOR TO COMPLETE PROJECT AS PER DRAWINGS AND AS REQUIRED. ALL CAN LIGHTS BELOW UNHEATED SPACES TO HAVE 'AIR‐LOC' GASKETS. ALL CAN LIGHTS INSTALLED IN INSULATED LOCATIONS TO

FIRE CONTAINMENT. DRAWINGS. SEE DRAWINGS FOR MORE DETAILS. SPECIALTIES DETERMINED PER ARCHITECTURAL DRAWINGS. STRATEGIES. APPLIANCES ELECTRICAL THE INTERNATIONAL RESIDENTIAL CODE. INSPECTIONS SHALL BE READILY ACCESSIBLE. MANUFACTURER'S INSTRUCTIONS). SERVICE IS REGULARLY FURNISHED. WATERPROOF. PROVIDE SWITCH AT DISPOSAL AS REQUIRED. SWITCH ARE INDICATED ON DRAWINGS. FAN/LIGHT UNITS. COORDINATE W/ OWNER. MECHANICAL FURNACE. PREVENT DAMAGE DUE TO TEMPERATURE CHANGES. DEGREES BELOW ZERO FAHRENHEIT. DUCTWORK CONSTRUCTION.

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ASTM D‐2103 BELOW BASEMENT SLAB. INCLUDING OWNER SUPPLIED. DOORS TO BE SEALED AND FINISHED. STANDARDS SPECIFICATIONS. RECEIVING CERAMIC TILE. COAT, TWO FINISH COATS).

5 FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND ELECTRICAL SERVICES WITHIN THE PLANE AND INSULATION. LEAVE NO GAPS PROVIDE INSULATION AS REQUIRED BY CURRENT BUILDING CODE. PROVIDE WATER‐RESISTIVE BARRIER AT EXTERIOR WALLS PER 2012 IRC 703.2 PROVIDE SEALANTS AND CAULKING MEETING APPLICABLE SPECIFICATIONS AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST MOISTURE AND PASSAGE OF PROVIDE 6‐MIL POLYETHYLENE VAPOR BARRIER MEMBRANE COMPLYING WITH PROVIDE NEW PREFINISHED GUTTERS AND DOWNSPOUTS PER DRAWINGS. INSULATE ALL WATER SUPPLY PIPING AS PER CODE. VENTILATION: PROVIDE ALL MATERIALS NECESSARY FOR ADEQUATE ROOF VENTILATION INCLUDING, BUT NOT LIMITED TO, CONTINUOUS SOFFIT VENTS, SHINGLE‐OVER RIDGE VENTS WITH EXTERNAL BAFFLE, POWER VENTS, MUSHROOM CAPS AND/OR INSECT SCREENING AS PER DRAWINGS. FLASHING: PROVIDE FLASHING AT ALL MATERIAL TRANSITIONS AND ALL EXTERIOR OPENINGS. PROVIDE HEAD, SIDE AND PAN FLASHING WITH SEALED END DAMS AND INTERIOR LIP AT ALL WINDOWS AND EXTERIOR DOORS. EXTERIOR DOORS AND WINDOWS: PROVIDE ALL LABOR AND MATERIAL REQUIRED FOR INSTALLATION OF WINDOWS AND EXTERIOR DOORS, WINDOW HARDWARE, EXTERIOR DOOR HARDWARE (MORTISE OR CYLINDER LOCK), AND SCREENS. INCLUDE ALL NECESSARY JAMB EXTENSIONS, SHIMS, AND HEAD SILL FLASHING AS REQUIRED AND PER DETAILS. CAULK ALL SEAMS AS REQUIRED. CONTRAC

OR VOIDS. AIR. DOORS AND WINDOWS CERTIFIED AND LABELED. FINISHES WHITE U.N.O. AND SPECIFICATIONS. CERAMIC TILE. CONSTRUCTION. TO INSTALLATION.

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ALL STEEL MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE

6 ALL STEEL SHALL BE FABRICATED, DETAILED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS, LATEST EDITIONS, AND WITH THE AISC CODE OF STANDARD CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MEANS NECESSARY TO INSURE THE STABILITY OF THE STEEL FRAME DURING CONSTRUCTION, UNTIL ALL CARPENTRY CONTRACTOR WILL BE RESPONSIBLE FOR ALL REQUIRED RE‐FRAMING WOOD POSTS MADE UP OF MULTIPLE STUDS TO BE CONSTRUCTED PER NATIONAL DESIGN SPECIFICATION 2012 EDITION. CARRY ALL POSTS DOWN TO FOUNDATION DOUBLE FLOOR JOISTS UNDER ALL INTERIOR PARTITIONS RUNNING PARALLEL TO BANDING. ADJUSTABLE SHELVING TO BE SUPPORTED ON PINS SPACED AT 2” O.C., TO ASTM B 209 AND BE A MINIMUM 0.016” THICK STANDARD BUILDING SHEET OF GALVANIZED, STEEL FLASHING SHALL CONFORM TO ASTM A 526, 0.20% COPPER, PROVIDE FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD ALL REQUIRED FLASHING, INCLUDING CHIMNEY, VENT, AND OTHER PENETRATION ROOF VALLEY FLASHING SHALL BE PROVIDED NOT LESS THAN NO. 28 GALVANIZED SHEET GAUGE CORROSIVE RESISTANT METAL OR COPPER AND SHALL EXTEND AT A 6

FOLLOWING ASTM SPECIFICATIONS: ‐ASTM A992/A572‐50 FOR ALL W‐SHAPES (BEAMS AND COLUMNS) ‐ASTM A500 FOR STRUCTURAL TUBING (TS);FY=46 KSI ‐PIPE SHAPES TO BE ASTM A53, GRADE B; FY=36 KSI ‐BOLTS AT BOLTED CONNECTIONS TO BE ASTM A325, ¾” DIA. U.N.O VERIFY LENGTHS AND ELEVATIONS OF ALL LINTELS WITH THE ARCHITECTURAL DRAWINGS. PROVIDE LINTELS FOR ALL OPENINGS FOR WHICH THEY ARE REQUIRED WHETHER OR NOT SHOWN ON DRAWINGS. ADVISE ARCHITECT/OWNER OF THESE OPENINGS TO ALLOW FOR REVIEW OF LINTEL FINAL CONNECTIONS HAVE BEEN MADE, AND THE FRAME BECOMES SELF SUPPORTING AND STABLE. ALL STEEL SHALL RECEIVE TWO SHOP COATS OF RUST INHIBITIVE GRAY PRIMER, EXCEPT AT SLIP CRITICAL CONNECTIONS. ROUGH FRAMING: PROVIDE ALL NECESSARY MATERIAL FOR ROUGH FRAMING INCLUDING WALL, FLOOR AND ROOF FRAMING, AND ALL WOLMANIZED MATERIALS (INCLUDING SILL PLATES) AS REQUIRED. PROVIDE FRAMING AND ANCHOR BLOCKING FOR ALL MILLWORK, HANDRAILS, EQUIPMENT (FIREPROOF BLOCKING BY CODE), TOILET ACCESSORIES, SHELVING, CABINETRY AND SHOWER BENCHES AS REQUIRED. INCLUDE ALL HARDWARE; INCLUDING SIMPSON JOIST HANGERS, SHEATHING CLIPS, BRACKETS, TIES, ANCHOR BOLTS, NAILS AND SCREWS AS REQUIRED. PROVIDE TRIPLE‐ GALVANIZED HANGERS FOR ALL PRESSURE TREATED LUMBER. PROVIDE AN INSULATION STOP BETWEEN EACH ROOF RAFTER. ALL FRAMING TO BE LEVEL AND PLUMB. COORDINATE RECESS

METALS TYP.
7 PRACTICE. ‐ASTM A36 U.N.O. MEMBER SIZE. CARPENTRY EQUIPMENT. DESIGN LOADS. MILLWORK LENGTHS AS REQUIRED) PLAIN FINISH. MILL PHOSPHATED. WINDOW TRIM EDGES. 7

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8 GENERAL CONTRACTOR TO ENSURE THE JOB SITE SHALL BE SECURE AND SAFE AT ALL TIMES. THE ARCHITECT MAINTAINS NO RESPONSIBILITY FOR THE GENERAL CONTRACTOR OR SUBCONTRACTOR(S) (OR THOSE WORKING IN SUCH CAPACITIES), AND SHALL NOT BE RESPONSIBLE FOR SAFETY AND CONSTRUCTION PROCEDURES. THE ARCHITECT MAINTAINS NO RESPONSIBILITY FOR THE TECHNIQUES OR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. PATCH, REPAIR OR REPLACE ANY EXISTING MATERIALS, FIXTURES OR SURFACES SCHEDULED TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. REPAIRS OR REPLACEMENTS MUST MATCH THE EXISTING MATERIAL IN TEXTURE, PROFILE, DIMENSION AND WHERE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF ALL INTERIOR SURFACES INCLUDING GLASS SURFACES, PRIOR TO OCCUPANCY OF THE SPACE BY THE OWNER. THE GENERAL CONTRACTOR, PRIOR TO OCCUPANCY, SHALL REMOVE ALL TRASH, CONSTRUCTION DEBRIS, MATERIALS, TOOLS, ETC. MATERIAL LIMITATION: IN RECOGNITION OF THE FACT THAT THE ARCHITECT HAS NO CONTROL OVER THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION, ALL OF WHICH ARE SOLELY WITHIN THE CONTROL OF THE CONTRACTOR, THE OWNER AGREES THAT THE ARCHITECT SHALL NOT BE LIABLE FOR ANY PROPERTY DAMAGE OR PERSONAL INJURY TO ANY PERSON OR ENTITY RESULTING FROM ANY MATERIAL OR CIRCUMSTANCES EXC

APPROPRIATE, SPECIES. OR DISPOSAL OF ASBESTOS. STRICTLY PROHIBITED. SITE WORK SLOPES AWAY AT 5% MIN.). APPROACH TO KEEP SOIL STABILIZED. CONCRETE AND PER DRAWINGS. ACI 318 UNLESS NOTED OTHERWISE. IMPAIR BOND. DAMAGE.

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10 NOTES TO BE SUPPLEMENTAL TO PROJECT SPECIFICATIONS. GENERAL CONTRACTOR TO PREPARE SCHEDULE FOR WORK TO BE APPROVED BY OWNER PRIOR TO THE INITIATION OF WORK. GENERAL CONTRACTOR IS TO COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER TO DISCERN DAYS IN WHICH NO WORK IS TO BE PERFORMED. HEREIN, THE GENERAL CONTRACTOR MAY BE REFERRED TO AS THE FOLLOWING: GENERAL CONTRACTOR, GC OR CONTRACTOR UNLESS OTHERWISE SPECIFIED. THE ARCHITECT MAY BE REFERRED TO AS: DRAW ARCHITECTURE, OR DRAW ARCHITECTURE + URBAN DESIGN. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING, BUT NOT LIMITED TO, ALL APPLICABLE STATE AND LOCAL COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES. THE CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF CONSTRUCTION AND BRING DISCREPANCIES IN THE DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. A BUILDING PERMIT IS REQUIRED FOR THE PROJECT AND SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE OWNER WILL PAY FOR THE GENERAL BUILDING PERMIT. ALL OTHER PERMITS, LICENSES AND BONDS ARE TO BE PAID FOR BY THE GENERAL CONTRACTOR OR SUBCONTRACTOR(S). SUBCONTRACTORS ARE RESPONSIBLE FOR OBTAINING THEIR OWN RESPECTIVE GENERAL CONTRACTOR IS TO PAY FOR DUMPSTER PERMITS AS NECESSARY. ALL DEMOLITION DEBRIS SHALL BE TAKEN TO A LICENSED LANDFI

GENERAL NOTES: BUILDING PERMITS. OR PUBLIC RIGHT‐OF‐WAY. MUNICIPALITY. THE OWNER. APPROVALS. OBSERVED. ASH CAN. ARCHITECT. OTHERWISE) OF WORK. THE NEW CONSTRUCTION. STATUTES.

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