Page 2 - 04_Basic Permit Set

06/06/2022

RESIDENTIAL SPECIFICATIONS

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SHEET TITLE

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project

1 PIANALTO RESIDENCE Shawnee, KS 66216 VINCE & BAILEY PIANALTO

PROJECT 4728 Noland Rd OWNER

RATED HOUSING. COORDINATE CAN LIGHT LOCATIONS
FROM WALL. ALL SUPPLY Architect Kansas License #6335

CONFIRM TO LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE.
SEAL 06/06/2022 David Herron -

2 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 DETERMINED PER ARCHITECTURAL DRAWINGS. PROVIDE FREEZE PROOF SPIGOT ON EXTERIOR LOCATIONS. SEE DURABILITY STRATEGIES. 1. CONTRACTOR TO FILL OUT ALL APPLIANCE WARRANTY CARDS AND INFORMATION FOR ALL APPLIANCES 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 WITH CARPENTRY CONTRACTOR PRIOR TO FRAMING. CARPENTRY CONTRACTOR WILL BE RESPONSIBLE FOR ALL REQUIRED RE-FRAMING IF THE BUILT FRAMING CONFLICTS WITH THE LAYOUT OF THE ELECTRICAL EQUIPMENT. PROVIDE AND INSTALL ALL SMOKE, CARBON MONOXIDE AND HEAT DETECTORS AS INDICATED ON DRAWINGS AND AS REQUIRED BY CODE PER 2012 IRC R314 AND R315. CONTRACTOR TO COORDINATE WITH ALL AUDIO/VIDEO, COMPUTER, NETWORK AND SECURITY WHERE INSTALLATIONS THAT CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL WIRING, RELATED FIXTURES, ELECTRICAL HEATING ELEMENT AND CONTROLS. ALL WORK SHOULD COMPLY WITH THE CURRENT NATIONAL ELECTRIC CODE AND STATE AND LOCAL CODES AND ORDINANCES. SUBCONTRACTORS SHALL COORDINATE WORK WITH ALL OTHER TRADES. ELECTRICAL CONTRACTOR TO PROVIDE POWER AND FINAL CONNECTIONS AT ALL FIXTURES AND APPLIANCES, MOTORS, HVAC EQUIPMENT, WATER HEATERS, FANS AND CONTROLS. ALL ELECTRICAL WORK SHALL ELECTRICAL SYSTEM LAYOUTS ARE PER THE DRAWINGS. LOCATION OF OUTLETS AND EQUIPMENT IS APPROXIMATE. EXACT ROUTING OF WIRING LOCATION OF OUTLETS AND EQUIPMENT IS APPROXIMATE.

INSTALLED IN INSULATED LOCATIONS TO HAVE IC-

INCLUDING THOSE SUPPLIED BY OWNER.
ARE OWNER SUPPLIED AND INSTALLED.

SHALL BE READILY ACCESSIBLE. INSTALLATION OF ELECTRICAL CONDUITS (FRAMING MEMBER TO BE DRILLED AT EQUIPMENT, WATER HEATERS, HARDWIRED APPLIANCES AND EXHAUST FANS. PROVIDE SWITCH AT DISPOSAL AS REQUIRED. MORE REGARDLESS IF FIXTURE AND SWITCH ARE INDICATED ON DRAWINGS. PROVIDE DOORBELL BUTTON AND CHIMES PER DRAWINGS. HANDBOOK OF FUNDAMENTALS. PAN WITH HIGH WATER ALARM AND FLOOR DRAIN UNDER FURNACE. DUE TO TEMPERATURE CHANGES. CONSTRUCTION STANDARDS FOR DUCTWORK CONSTRUCTION. SPECIES OF HARDWOOD FLOOR. LENGTH NOT TO EXCEED 25 FT AS CALCULATED PER CODE REQUIREMENTS. GRILLES, OR JUMP DUCTS. AIR FILTER HOUSINGS MUST BE AIRTIGHT TO PREVENT BYPASS OR LEAKAGE. ALL PLUMBING FIXTURES TO BE INSTALLED PER CODE. REVISIONS

SPECIALTIES APPLIANCES ELECTRICAL W/OWNER. MECHANICAL INSULATION. IF REQUIRED. WITH MIN. 0.016” PLUMBING

3 1. 2. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1. 2.

FROM THE CENTER LINE SOLID CORE DOORS FOR THICK AT TUB/SHOWER SURROUND AND WALLS AND CEILINGS

GAUGE THICK FOR

4 INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH “ARCHITECTURAL SHEET METAL BY SMACNA. ALUMINUM FLASHING SHALL CONFORM TO ASTM B 209 AND BE A MINIMUM 0.016” GALVANIZED, STEEL FLASHING SHALL CONFORM TO ASTM A 526, 0.20% COPPER, 26- (0.0179”), ASTM A 525, DESIGNATION G 90 HOT-DIP GALVANIZED, MILL PHOSPHATED. BACKPAINT FLASHING WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH PROVIDE FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENING AND ELSEWHERE AS REQUIRED PROVIDING WATERTIGHT/WEATHERPROOF PERFORMANCE. PROVIDE ALL REQUIRED FLASHING, INCLUDING CHIMNEY, VENT, AND OTHER PENETRATION FLASHING AS REQUIRED, AS WELL AS A METAL DRIP EDGE AT ALL ROOF ROOF VALLEY FLASHING SHALL BE PROVIDED NOT LESS THAN NO. 28 GALVANIZED SHEET GAUGE CORROSIVE RESISTANT METAL OR COPPER AND SHALL EXTEND AT A LEAST 11” EACH WAY AND SHALL HAVE THE FLOW LINE FORMED AS PART OF THE FLASHING. SECTIONS OF FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND ELECTRICAL SERVICES WITHIN THE PLANE AND INSULATION. LEAVE NO GAPS OR VOIDS. PROVIDE INSULATION AS REQUIRED BY CURRENT BUILDING CODE. PROVIDE WATER-RESISTIVE BARRIER AT EXTERIOR WALLS PER IRC 703.2 PROVIDE SEALANTS AND CAULKING MEETING APPLICABLE SPECIFICATIONS AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST MOISTURE AND PASSAGE OF AIR. PROVIDE 6-MIL POLYETHYLENE VAPOR BARRIER MEMBRANE COMPLYING WITH ASTM D-2103 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 VENT
THICK STANDARD BUILDING SHEET OF PLAIN FINISH.
CEMENTITIOUS MATERIALS OR DISSIMILAR METALS.

THERMAL AND MOISTURE PROTECTION

AND WINDOW TRIM EDGES. FLASHING SHALL HAVE AN END LAP OF NOT LESS THAN 4”. BELOW BASEMENT SLAB. AND EXTERIOR DOORS. DOORS AND WINDOWS COMPLETION OF PROJECT. EXTERIOR DOORS TO BE KEYED ALIKE. INCLUDING OWNER SUPPLIED. REQUIREMENTS SHALL BE FOLLOWED THE APPLICATION INSTRUCTIONS. GREASE, ASPHALT, RUST, ETC.). WITH AMERICAN STANDARDS SPECIFICATIONS. PROVIDE CEMENT TILE BOARD, ½” “GREENBOARD” PROVIDE ½” PROVIDE ¼” ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. ENAMEL PAINT FINISH (ONE COAT PRIME, TWO FINISH COATS). VOC WATER BASED SHELLAC. THROUGHOUT DURATION OF CONSTRUCTION. APPROVED BY OWNER AND ARCHITECT PRIOR TO INSTALLATION. VERTICAL FIRE CONTAINMENT. DRAWINGS FOR MORE DETAILS. CIVIL ENGINEER

MANUAL” TAPE. AND LABELED. FINISHES SPECIFICATIONS. WALLS, 5/8” ASSEMBLY. FINISH COATS). INSTALLATION.

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 1. 2. 3. 4. 5. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. TILE. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23.

PROVIDE POSITIVE DRAINAGE AWAY FROM WALL FOUNDATIONS (FINAL GRADE SLOPES AWAY AT 5%
GYPSUM BOARD EACH SIDE DIAMETER LANDSCAPE ARCHITECT
FLATWORK: PROVIDE CONCRETE FLATWORK PER PLANS. PROVIDE CONTROL JOINTS IN SLABS AND
THE USE OF ANY AND ALL DRAWINGS, PLANS, SPECIFICATIONS, ETC., PREPARED BY DAVID HERRON
5
(ACI
ALL ARCHITECTURAL CONCRETE SHOULD FOLLOW ACI 301-10, SECTION 6 FOR PROPER FINISHING
THE OWNER/DEVELOPER AGREES TO HOLD ARCHITECT HARMLESS AND DEFEND FROM ANY AND
FOUNDATION: PROVIDE CONCRETE WALLS AND FOOTINGS, FORMS, STEEL DOWELS, GASKETS,
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE “AMERICAN CONCRETE INSTITUTE
(ACI 318) AND WITH “SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS”

DIA. U.N.O VERIFY LENGTHS AND ELEVATIONS OF ALL LINTELS WITH THE ARCHITECTURAL DRAWINGS. PROVIDE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MEANS NECESSARY TO INSURE THE ALL STEEL SHALL RECEIVE TWO SHOP COATS OF RUST INHIBITIVE GRAY PRIMER, EXCEPT AT SLIP ROUGH FRAMING: PROVIDE ALL NECESSARY MATERIAL FOR ROUGH FRAMING INCLUDING WALL, INCLUDE ALL HARDWARE; INCLUDING SIMPSON JOIST HANGERS, SHEATHING CLIPS, BRACKETS, TIES, GALVANIZED HANGERS FOR ALL PRESSURE TREATED LUMBER. CARPENTRY CONTRACTOR WILL BE RESPONSIBLE FOR ALL REQUIRED RE-FRAMING IF THE BUILT STRUCTURAL: PROVIDE ALL STEEL, WOOD, AND MANUFACTURED LUMBER MEMBERS PER DRAWINGS. ALL SIZES ARE MINIMUM SIZE REQUIRED. MEMBER CAN BE MADE LARGER AS NEEDED W/ARCHITECT DOUBLE FLOOR JOISTS UNDER ALL INTERIOR PARTITIONS RUNNING PARALLEL TO FLOOR FRAMING USE PRESSURE TREATED LUMBER WHERE LUMBER IS IN CONTACT WITH CONCRETE OR MASONRY. O.C. WITH ½” ALL EXPOSED FACES AT CUSTOM MILLWORK TO BE CONSTRUCTED OF SOLID WOOD AND PLYWOOD PLYWOOD WITH HARDWOOD EDGING OR VENEER BANDING. O.C., TYP. PROVIDE CUSTOM MILLWORK AS FOLLOWS: WOOD VENEER TO BE SLIP MATCHED, GRADE A MAPLE. BEDROOM CLOSET SHELVING: UNLESS NOTED OTHERWISE, ALL BEDROOM CLOSETS TO HAVE A DEPTH, WITH A 1X2 HARDWOOD NOSING, PAINTED. HARDWOOD NOSING

AS A CONTRACT DOCUMENT, IS STRICTLY PROHIBITED.

6 FOR CLARITY NO SERVICES WILL BE PROVIDED WITH REGARD TO THE DETECTION, REMOVAL, DISPOSAL OR STORAGE OF ASBESTOS, AND OTHER HAZARDOUS MATERIALS THAT MAY BE FOUND AT THE PROJECT SITE,. THE OWNER SHALL BE RESPONSIBLE FOR THE DETECTION, REMOVAL AND DISPOSAL OF ALL HAZARDOUS MATERIALS, TOXIC WASTES, ASBESTOS, AND POLLUTANTS AT THE PROJECT SITE IN ACCORDANCE WITH APPLICABLE LAW. IT IS UNDERSTOOD AND AGREED THAT DRAW ARCHITECTURE HAS NO EXPERTISE WITH REGARD TO ASBESTOS AND SHALL HAVE NO RESPONSIBILITY WHATSOEVER FOR OR CONTROL OVER THE DETECTION, REMOVAL OR DISPOSAL OF ASBESTOS. DRAW ARCHITECTURE SHALL HAVE NO RESPONSIBILITY OR CONTROL OVER THE SELECTION OR RETENTION OF ANY EXPERT, CONSULTANT, CONTRACTOR OR SUB-CONTRACTOR ENGAGED IN THE DETECTION, REMOVAL OR DISPOSAL OF ASBESTOS, NOR SHALL DRAW ARCHITECTURE BE RESPONSIBLE IN ANY MANNER TO ANYONE FOR THE ACTS OR OMISSIONS OF ANY PERSON OR ENTITY ARISING FROM THE DETECTION, REMOVAL OR DISPOSAL AND PARTNERS LLC, REMAIN THE PROPERTY OF DAVID HERRON AND PARTNERS LLC, AND SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. ANY REPRODUCTION OR DISTRIBUTION OF SUCH ITEMS IS EXPRESSLY LIMITED TO SUCH USE. ANY OTHER REPRODUCTION, REUSE OF DISCLOSURE BY ANY METHOD, IN WHOLE OR IN PART, OR FOR ANY OTHER PURPOSE OTHER THAN THAT ALL LOSSES, CLAIMS, LIABILITIES, EXPENSES AND/OR DAMAGES DUE TO OR ARISING OUT OF ANY ACT, ERROR OR OMISSION IN THE PERFORMANCE OF ANY RELATED SERVICES PERFORMED BY THE SURVEY, GEOTECHNICAL, CIVIL AND ENVIRONMENTAL CONSULTANTS. THE OWNER/DEVELOPER AGREES TO PURSUE RECOVERY OF AND ASSERT CLAIMS BASED UPON, ANY SUCH LOSSES, CLAIMS, LIABILITIES, EXPENSES AND/OR DAMAGES SOLELY AN

NECESSARY AND PER DRAWINGS. ACI 318 UNLESS NOTED OTHERWISE. ASTM A36 U.N.O. CRITICAL CONNECTIONS. ANCHOR BOLTS, NAILS AND SCREWS AS REQUIRED. PROVIDE TRIPLE- ALL FRAMING TO BE LEVEL AND PLUMB. SUBCONTRACTOR AND ARCHITECT PRIOR TO FRAMING. HANGERS AS PER DESIGN LOADS. AND BELOW NEW TUBS AND FIREPLACES. EXPOSED SHELVING TO BE ¾” SHELF, RIPPED TO 12”

OF ASBESTOS. SITE WORK BUILDING CODE” SPECIFICATIONS: CARPENTRY REQUIRED. CONSTRUCTION.” APPROVAL. MILLWORK MATERIALS U.N.O. SINGLE ¾”

31. 32. 33. 1. MIN.). 2. METALS 1. 2. 3. 4. 5. 6. 7. 8. METALS 1. 2. - - - - - 3. 4. 5. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. LEVEL. 15. 16. 17. U.N.O. 1. 2. 3. 4. 5. 6. MECHANICAL ENGINEER

AND FIRE TO GENERAL PAID FOR BY THE PROVIDED PUBLIC RIGHT-OF- DELIVERY
CONSTRUCTION OF THE PROJECT, INCLUDING, BUT NOT LIMITED TO, ALL APPLICABLE STATE
CONSTRUCTION ACTIVITIES WITH OWNER TO DISCERN DAYS IN WHICH NO WORK IS TO BE
OWNER PRIOR TO THE INITIATION OF WORK. GENERAL CONTRACTOR IS TO COORDINATE
SPECIFIED. THE ARCHITECT MAY BE REFERRED TO AS: DAVID HERRON AND PARTNERS,
COMMENCEMENT OF CONSTRUCTION AND BRING DISCREPANCIES IN THE DOCUMENTS
GENERAL CONTRACTOR TO PREPARE SCHEDULE FOR WORK TO BE APPROVED BY
PERFORMED. HEREIN, THE GENERAL CONTRACTOR MAY BE REFERRED TO AS THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE OWNER WILL PAY FOR THE
FOLLOWING: GENERAL CONTRACTOR, GC OR CONTRACTOR UNLESS OTHERWISE
ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE
A BUILDING PERMIT IS REQUIRED FOR THE PROJECT AND SHALL BE THE
AND LOCAL COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING
CODES. THE CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE
7 SUBCONTRACTORS ARE RESPONSIBLE CLOSURES

BUILDING PERMITS. GENERAL CONTRACTOR IS TO PAY FOR DUMPSTER PERMITS AS NECESSARY. ALL DEMOLITION DEBRIS SHALL BE TAKEN TO A LICENSED LANDFILL WITH PROOF GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR PARKING AND STAGING ARRANGEMENTS. IF PUBLIC-RIGHT-OF-WAY IS TO BE CLOSED FOR ANY REASON, THE GENERAL ALL CONTRACTORS SHALL BE LICENSED TO PERFORM WORK WITHIN THE ALL CODES, TRADES STANDARDS AND MANUFACTURERS' INSTRUCTIONS REFERENCED IN THE CONTRACT DOCUMENTS WILL BE THE LATEST EDITION UTILIZED BY THE THE SELECTED GENERAL CONTRACTOR SHALL VISIT THE SITE AND CONDUCT A PRE-CONSTRUCTION MEETING WITH THE OWNER AND ARCHITECT PRIOR TO THE ALL REQUIRED COMMUNICATION SHALL BE THROUGH BOTH THE ARCHITECT AND THE BIDS MUST ACCOMMODATE ALL WORK RELATED TO THE PROPOSED PROJECT AREA, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: MATERIALS, LABOR, ACCESS, GENERAL CONTRACTOR SHALL REPORT TO THE OWNER AND ARCHITECT ANY DISCREPANCIES WITH THE PLANS AS THEY RELATE TO WORK IN COMPLIANCE WITH ALL LAWS GENERAL CONTRACTOR IS TO PROVIDE ALL WARRANTIES PROVIDED BY GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR ALL INSPECTIONS AND ALL MANUFACTURER'S PRODUCT SPECIFICATIONS AND/OR WARNINGS FOR PRODUCTS OR MATERIALS, USED IN THE CONSTRUCTION, MUST BE STRICTLY OBSERVED GENERAL CONTRACTOR TO SUBMIT CUT SHEETS FOR FIXTURES, PRODUCTS OR MATERIALS THAT ARE DIFFERENT THAN WHAT WAS SPECIFIED IN THE ORIGINAL DOCUMENTS FOR OWNER AND ARCHITECT APPROVAL PRIOR TO INSTALLATION. SUBSTITUTIONS MAY BE THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT THE WRITTEN NO SMOKING IN ANY INTERIOR SPACES. CONTRACTOR TO PROVIDE AND EXTERIOR ASH SITE PREPARATI
NOTES TO BE SUPPLEMENTAL TO PROJECT SPECIFICATIONS.

DBA HERRON AND PARTNERS. THE ATTENTION OF THE ARCHITECT. BUILDING PERMIT. ALL OTHER PERMITS, LICENSES AND BONDS ARE TO BE GENERAL CONTRACTOR OR SUBCONTRACTOR(S). FOR OBTAINING THEIR OWN RESPECTIVE TO THE OWNER. TRASH RECEPTACLES SHALL NOT BLOCK ENTRANCES OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY STREET COMMENCEMENT OF PROJECT WORK. SUBCONTRACTORS OR THIRD PARTIES TO THE OWNER AND ARCHITECT. APPROVAL OF THE ARCHITECT OR STRUCTURAL ENGINEER. THROUGHOUT DURATION OF CONSTRUCTION. INCORPORATED THEREIN BY REFERENCE. IMPLY THAT ALL CONDITIONS ARE TREATED SIMILARLY. REGLETS, FLASHING, STRUCTURAL FASTENERS, SLEEVES, ETC. CONDITIONS SHOWN ON DRAWINGS. A DIMENSION NEEDS TO BE VERIFIED COORDINATE WITH ARCHITECT. NOTIFY THE ARCHITECT PRIOR TO THE START OF WORK. PROFILE, DIMENSION AND WHERE APPROPRIATE, SPECIES. CONSTRUCTION DEBRIS, MATERIALS, TOOLS, ETC.

GENERAL NOTES: PERMITS. MUNICIPALITY. OWNER. AND STATUTES. APPROVALS. ACCEPTED. CONSTRUCTION. SUCH CLAIMS. herron + partners © 2022 david herron and partners, llc
8 MUNICIPALITY. AND TRANSPORTATION. REQUIRED BY LOCAL STATUTES. herron + partners
ARCHITECT OF RECORD p.o. box 414986 Kansas City, Missouri 64111 phone: 816.832.4647 www.herronandpartners.com

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