Loading...
HomeMy WebLinkAboutPermit File BLD-2021-0904 2015 34th Street aFOR cQ wow 1T y � �°c � M Ic TRAVOIS lb FIE LID)1C�5 & ARCHITECTURE, PC S m h 34th St t a is ree Analcortes , Washington _ r , � - UNIT AREA SUMMARY SQUARE FOOTAGE IS CALCUALATED AS BUILDABLE AREA AND INCLUDES ALL EXTERIOR WALLS. UNIT TYPE SF # of Units TOTAL SF PROJECT SUMMARY 7 IN 2 BEDROOM SINGLE FAMILY: PROJECT AWARD FOR THE NEW CONSTRUCTION OF CONDITIONED SPACE 985 14 13,790 (14) SINGLE FAMILY HOMES WITH CARPORTS AND CARPORT 302 4,228 DRIVEWAYS, (1) COMMUNITY BUILDING, PLAYGROUND AND ASSOCIATED PARKING AREA IN ANACORTES, N O COMMUNITY BUILDING: WASHINGTON. 2 BEDROOM SINGLE FAMILY RENDERING LOCATION MAP W N COMMUINITY SPACE 934 1 934 w 1 BEDROOM APARTMENT 934 1 934 TOTAL CONDITIONED SPACE 16 15,658 PROJECT TEAM: Q Table 406.2 � Energy Credits (2015 Code) OWNER: CIVIL ENGINEER: ARCHITECT. STRUCTURAL ENGINEER: MECHANICAL, ELEC = OPTION DESCRIPTION CREDIT(S) Samish Indian Nation Red Plains Professional, Inc. Travois Design & Apex Engineers, Inc. & PLUMBING ENGINEER: 1a EFFICIENT BUILDING ENVELOPE Ia: 0.5 2918 Commercial Ave 2103 NE 129th Street Construction Services 1600 Baltimore, PKMR Engineers, Inc. LJJ Prescriptive compliance U =0.28 is based on Table R402.1.1 with the following modifications: Vertical fenestration Anacortes, WA 98221 Suite 201 310 West 19th Terrace Suite 102 13300 West 98th Street (Y� FloorR-38 Salmon Creek Kansas City, MO 64108 Kansas City, MO 64108 Lenexa, KS 66215 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab Vancouver, WA 98686 p: 816.994.8970 p: 913.432.3222 p: 913.492.2400 or Compliance based on section R402.1.4: Reduce the Total UA by 5%. p: 360.448.7999 f: 816.994.8974 f: 913.432.4965 f: 913.492.2437 U 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 Ductless Split System Heat Pumps,Zonal Control:In homes where the primary space heating system is zonal electric heating,a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit,the building permit drawings shall specify the option SHEET INDEX: being selected and shall specify the heating equipment type and the minimum equipment efficiency. ARCHITECTURAL ABBREVIATIONS & SYMBOLS Pg. 1 - ATS TITLE SHEET STRUCTURAL Pg.24 - S100 GENERAL NOTES Pg. 2 - A001 SPECIFICATIONS Pg.25 - S110 SPECIAL INSPECTIONS ABBREVIATIONS DRAWING SYMBOLS Pg. 3 - A002 SPECIFICATIONS Pg.26 - S120 SCHEDULES A.C. ARCHITECTURAL CONCRETE MFGD. MANUFACTURED 1 Pg. 4 - AN1 ADA NOTES Pg.27 - S200-A TWO BEDROOM FOUNDATION PLAN A ADA. ACCESSIBLE FOR PERSONS WITH DISABILITIES MFGR. MANUFACTURER WALL SECTION/DETAIL MARK A.F.F. ABOVE FINISH FLOOR MTD. MOUNTED A2.o Pg. 5 - AN2 ADA NOTES Pg.28 - S200-B TWO BEDROOM FOUNDATION PLAN B ALT. ALTERNATE MTL. METAL Pg. 6 - AN3 ADA, SENSORY & UNIVERSAL DESIGN NOTES Pg.29 - S201 TWO BEDROOM ROOF FRAMING PLAN BLKG. BLOCKING N.I.C. NOT IN CONTRACT BM. BEAM N.T.S. NOT TO SCALE P 7 - Al0 ARCHITECTURAL SITE PLAN P 30 - S210 COMMUNITY BUILDING FOUNDATION PLAN BND. BEYOND O.C. ON CENTER ELEVATION MARK 1 g• g' BD. BOARD O.D. OUTSIDE DIAMETER A20 Pg.31 - S211 COMMUNITY BUILDING FLOOR FRAMING PLAN TRAVOIS DESIGN B.O. BOTTOM OF OFD. OVERFLOW DRAIN 1 Pg. 8 - A200 TWO BEDROOM FLOOR PLAN + INTERIOR ELEVATIONS Pg.32 - S212 COMMUNITY BUILDING ROOF FRAMING PLAN 310 W. 19TH TERRACE C.C. CENTER TO CENTER OPG. OPENING CMU. CONCRETE MASONRY UNIT OPP. OPPOSITE Pg. 9 - A201 TWO BEDROOM REFLECTED CEILING PLAN KANSAS CITY, MO 64108 CONC. CONCRETE PLAS.LAM. PLASTIC LAMINATE DETAIL REFERENCE MARK 1 Pg.10 - A202 TWO BEDROOM ROOF PLAN Pg.33 - S300 SHEAR WALL ELEVATIONS P 816.994.8970 DIM. DIMENSION PLYWD. PLYWOOD PLAN REFERENCE MARK 1 P 11 - A203 TWO BEDROOM ELEVATIONS P 34 - S300 CS-PF BRACED WALL D.S. DOWNSPOUT PT. PAPER TOWEL - g g F 816.994.8974 ELEV. ELEVATION Q.T. QUARRY TILE A Pg.12 - A204 TWO BEDROOM SECTIONS CITY OF ANACORTES EQ. EQUAL REV. REVERSE INTERIOR ELEVATIONS a Pg.35 - S500 CONCRETE DETAILS EXIST. EXISTING RD. ROOF DRAIN Pg.13 - A300 COMMUNITY BUILDING FLOOR PLANS + INTERIOR ELEVATIONS Pg.36 - S501 FOUNDATION DETAILS PLANNING AND BUILDING DEPT: F.D. FLOOR DRAIN R.I. ROUGH IN F.E. FIRE EXTINGUISHER R.I.C. ROUGH IN AND CONNECT Pg.14 - A301 COMMUNITY BUILDING FLOOR PLANS + INTERIOR ELEVATIONS Pg.37 - S502 FOUNDATION DETAILS APPROVED PLANS F.E.C. FIRE EXTINGUISHER CABINET S.C. SEALED CONCRETE DOOR MARK 10o Pg.15 - A302 COMMUNITY BUILDING REFLECTED CEILING PLAN Pg.38 - S503 FOUNDATION DETAILS FIN. FINISH SHT. SHEET REVIEWED FOR CODE COMPLIANCE FLUOR. FLUORESCENT SIM. SIMILAR Pg.16 - A303 COMMUNITY BUILDING ROOF PLAN Pg.39 - S520 WOOD DETAILS FLR. FLOOR SPEC. SPECIFICATIONS WINDOW MARK O Pg.17 - A304 COMMUNITY BUILDING ELEVATIONS Pg.40 - S521 WOOD DETAILS PERMIT#: FNDN. FOUNDATION S.P. STANDPIPE Pg.18 - A305 COMMUNITY BUILDING SECTIONS Pg.41 - S522 WOOD FRAMING DETAILS ADDRESS: F.R. FIRE-RESISTIVE OR FIRE-RATED STL. STEEL P 42 - S523 WOOD FRAMING DETAILS APPROVED BY: F.O.W. FACE OF WALL(EXISTING) STRUCT. STRUCTURAL ELEVATION DATUM T.O.WALL g SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT F.S. FLOOR SINK SUSP. SUSPENDED 84"A.F.F. Pg.19 - A400 TYPICAL WALL SECTIONS & ENLARGED PLANS Pg.43 - S524 BRACED WALL DETAILS F.V. FIELD VERIFY TB. TACK BOARD Pg.20 - A401 TYPICAL WALL SECTIONS & ENLARGED PLANS BE ALTERED WITHOUTAUTHORIZA ON. GA. GAUGE TEMP. TEMPERED GALV. GALVANIZED T.O. TOP OF Pg.21 - A402 DETAILS GR. GROMMET TYP. TYPICAL REVISION MARK&CLOUD Pg.22 - A403 DETAILS MECHANICAL, PLUMBING AND ELECTRICAL PLANS GYP.BD. GYPSUM BOARD U.L. UNDERWRITERS LABORATORIES Pg.23 - A404 SCHEDULES Pg.44 - ME-101 COVER SHEET HT. HEIGHT U.N.O. UNLESS NOTED OTHERWISE H.M. HOLLOW METAL WC. WATER CLOSET 1 All Addresses on 34th ST I.D. INSIDE DIAMETER WD. WOOD Pg.45 - P101 PLUMBING TWO BEDROOM REVISION DATE JT. JOINT W.P. WORKING POINT + 8'-0"AFF Pg.46 - P102 PLUMBING COMMUNITY BUILDING Community Center 2015 BLD-2021-0432 LAV. LAVATORY w/ WITH CEILING TAG P 47 - P201 PLUMBING SCHEDULES & DETAILS M.B. MARKER BOARD W.W.F. WELDED WIRE FABRIC g C etta g e 2010 BLD-2021-0421 25%SET 6/19/2020 X. EXISTING 50%SET 8/14/2020 FLOOR FINISH CALL OUT PORCELAIN TILE Pg.48 - M101 MECHANICAL TWO BEDROOM Cetkage 2011 BLD-2021-0429 75%SET 9/10/2020 APPLICABLE BUILDING CODES/REFERENCES 100% PERMITSET 12/15/2020 Pg.49 - M102 MECHANICAL COMMUNITY BUILDING Cetkage 2012 BLD-2021-0422 PERMITSET-ADDENDUM& 5/21/2021 2015 INTERNATIONAL BUILDING CODE SPRINKLERED: YES FACE OF STUD Pg.50 - M201 MECHANICAL SCHEDULES/DETAILS 2015 INTERNATIONAL FIRE CODE Cetta e 2i)1 6 BLD-2021-0423 2015 INTERNATIONAL RESIDENTIAL CODE FIRE ALARM SYSTEM: N P 51 E101 POWER TWO BEDROOM 2015 UNIFORM PLUMBING CODE DIMENSIONING g - Cetka e 2013 BLD-2021-0420 2015 WASHINGTON STATE ENERGY CODE TYPE OF CONSTRUCTION: PEV-A CENTERLINE Pg.52 - E102 POWER COMMUNITY BUILDING ANACORTES MUNICIPAL CODE Pg.53 - E201 POWER SCHEDULES/DETAIL Cetta9e 2019 BLD-2021-0428 OCCUPANCY: GROUP R-2 EXT. 2X6 WALL A g Cott39e 2-102 BLD-2021-0419 P 54 - E202 POWER SCHEDULES SHEATHING PER STRUC., FIN. PER ELEVATIONS 1/2"GYP. INT. Pg.55 - E301 LIGHTING TWO BEDROOM Cottage 2103 BLD-2021-0430 SHEET COPYRIGHT NOTICE: INT. 2X4WALL B Pg.56 - E302 LIGHTING COMMUNITY BUILDING Cetkage 2104 BLD-2021-0424 1/2"GYP. BOTH SIDES, EXCEPT AT SHAFT ALLS Pg.57 - E401 LIGHTING SCHEDULES & DETAILS INFORMATION CONTAINED HEREIN IS PROPRIETARY Sprinkler systems will Cet a a 2105 BLD-2021-0427 IN NATURE AND MAY NOT BE REUSED OR COPIED pINT. 2X6 WALL WITHOUT EXPRESSED, WRITTEN CONSENT FROM require a separate 1/2"GYP. BOTH SIDES, EXCEPT AT SHAFT C TRAVOIS, INC. submittal for Fire etk��e 21 BLD-2021-0426 WALLS COPYRIGHT©2020 TRAVOIS, INC. Marshal review. 2X6 FIREWALL D C etka y e t 11,1� BLD-2021-0425 C etka y e t 111 BLD-2021-0431 Cetkaye 211 L' BLD-2021-0262 TITLE SHEET 04OF CODECD G1� fflONS - `- 1 M QUALITY OF THE KINDS SPECIFIED. THE USE OF OLD OR SECOND-HAND MATERIALS IS STRICTLY 37. CONTRACTOR SHALL PROVIDE ALL OTHER CLEANING AS REQUIRED TO TURN THE PREMISES OVER TO THE ���✓�qc' 1. GENERAL REQUIREMENTS FORBIDDEN. MATERIALS SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. OWNER IN A SPOTLESS AND ORDERLY CONDITION. TRAVOIS M `'roFr, ,Rse� THE CONTRACTOR SHALL SUBMIT ALL PRODUCT WARRANTIES. THE CONTRACTOR SHALL WARRANTY ALL 1. ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH APPLICABLE BUILDING CODES, LISTED ON WORK AS PER REGULATIONS. UPON REQUEST, THE MANUFACTURER'S REPRESENTATIVE SHALL GO TO THE 38. EVERY EFFORT HAS BEEN MADE TO PROVIDE THE MOST ACCURATE AND DETAILED CONSTRUCTION ARCHITECTURE, PC COVER SHEET AND ALL FEDERAL, STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE SITE AND INSTRUCT THE MECHANICS IN THE USE OF THE MATERIALS OR SHALL SUPERVISE THEIR USE. DOCUMENTS AS POSSIBLE BASED ON BUILDING INDUSTRY STANDARDS. CHANGE ORDERS RESULTING WORK. ONLY FROM THE FOLLOWING CONDITIONS SHALL BE ALLOWED: 18. THE STANDARD SPECIFICATIONS OF THE MANUFACTURERS APPROVED FOR USE IN THE PROJECT ARE HERE A. ANY WRITTEN CHANGE ORDER REQUEST FROM OWNER/ARCHITECT. 2. CONTRACTOR IS RESPONSIBLE FOR SECURING AND OBTAINING ALL NECESSARY PERMITS, APPROVALS, AND MADE A PART OF THESE NOTES WITH THE SAME FORCE AND EFFECT AS THOUGH HEREIN WRITTEN OUT IN B. ANY WRITTEN CHANGE ORDER REQUEST FROM ADDITIONAL WORK REQUIRED DUE TO NON-VISIBLE, INSPECTIONS AND PAYING ALL APPLICABLE FEES FOR ALL TRADES. THAT WHEREVER THE DRAWINGS REQUIRE HEAVIER MEMBERS, BETTER QUALITY MATERIALS OR ARE HIDDEN EXISTING CONDITIONS, WHICH COULD NOT BE ECONOMICALLY EXPOSED AND TAKEN INTO STRINGENT, THOSE MORE STRINGENT REQUIREMENTS SHALL GOVERN. ACCOUNT PRIOR TO ACTUAL DEMOLITION AND/OR CONSTRUCTION. 3. CONTRACTORS MUST COMPLY WITH ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSURANCE IN ACCORDANCE 19. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS, SAMPLES, AND FIXTURE 39. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE BEFORE COMMENCING WORK WITH BUILDING REQUIREMENTS AND SHALL INCLUDE A HOLD HARMLESS CLAUSE FOR THE OWNER, CUT-SHEETS FOR THE ARCHITECT'S REVIEW AS REQUIRED OR INDICATED ON THE DRAWINGS. THE AND SHALL RESOLVE ANY DISCREPANCIES WITH THE OWNER/ARCHITECT. DO NOT SCALE DRAWINGS; USE BUILDING MANAGEMENT, AND ARCHITECT. ARCHITECT'S APPROVAL SHALL NOT BE CONSTRUED AS AN INDICATION THAT THE SUBMITTAL IS CORRECT WRITTEN DIMENSIONS. OR SUITABLE NOR THAT THE WORK REPRESENTED BY THE SUBMITTAL COMPLIES WITH THE DRAWINGS, z 4. CONTRACTOR SHALL PROVIDE CONTROLLED INSPECTIONS AS REQUIRED FOR APPROVAL BY THE BUILDING EXCEPT AS TO MATTERS OF FINISH, COLOR, AND OTHER AESTHETIC MATTERS. ACTION NOTED ABOVE DOES 40. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE: THEY DO NOT DEPARTMENT WITH JURISDICTION. ALL CONTROLLED INSPECTIONS ARE TO BE PERFORMED BY LICENSED NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COORDINATE ALL TRADES AND TO CHECK INDICATE THE METHOD OF CONSTRUCTION. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, PROFESSIONALS AND THE COST OF THESE SERVICES IS TO BE PAID BY THE CONTRACTOR. THE OWNER QUANTITIES AND DIMENSIONS AGAINST CONDITIONS IN THE FIELD. CONTRACTORS SHALL ASSUME DETAILS, NOTES AND SPECIFICATIONS, THE GREATER, MORE STRINGENT REQUIREMENTS SHALL GOVERN. WILL HAVE AUTHORITY TO SELECT THE THIRD PARTY INSPECTORS. RESPONSIBILITY FOR ALL ERRORS ON THEIR DRAWINGS. WHERE NO SPECIFIC DETAIL IS SHOWN, IT IS THE INTENTION THAT CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. �--� 5. THE SUBMISSION OF A PROPOSAL BY THE CONTRACTOR WILL BE CONSTRUED AS EVIDENCE THAT A 20. THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS COMPLETE WITH MANUFACTURER'S EQUIPMENT N CAREFUL AND THOROUGH EXAMINATION OF THE PREMISES HAS BEEN MADE AND LATER CLAIMS FOR CUT-SHEETS, FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 41 . THE SITE SHALL BE EXAMINED AND INSPECTED BY THE CONTRACTOR FOR EXISTING CONDITIONS THAT O N LABOR, MATERIALS OR EQUIPMENT REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE MAY HAVE A BEARING ON THE WORK. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR w BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. IT SHALL ALSO 21 . WHEN ''APPROVED EQUAL'' ''EQUAL TO'', OR OTHER GENERAL QUALIFYING TERMS ARE USED IT SHALL BE FOR ERRORS DUE TO FAILURE TO UNDERSTAND EXISTING CONDITIONS. w CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR HAS CHECKED AND VERIFIED ALL QUANTITIES, BASED UPON THE REVIEW AND APPROVAL BY CLIENT OR HIS/HER REPRESENTATIVE. NO MATERIAL WORK AND MATERIALS INVOLVED AND THAT HE OR SHE SHALL TAKE RESPONSIBILITY OR ANY SUBSTITUTIONS SHALL BE 'MADE WITHOUT FIRST INFORMING CLIENT. SUBMIT SUBSTITUTE MATERIALS 42. ALL TEMPORARY POWER AND WATER FOR CONSTRUCTION PURPOSES SHALL BE FURNISHED AND PAID DEFICIENCIES THEREIN. SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN WRITING PRIOR TO COMMENCEMENT OF WORK. FOR AND COORDINATED BY THE CONTRACTOR. 6. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, EACH TRADE SHALL VERIFY ALL MEASUREMENTS 22. ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAWINGS AND SPECIFICATIONS 43. THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR ESTABLISHING AND v J AT THE BUILDING AND SHALL BE RESPONSIBLE FOR CORRECTNESS OF SAME. NO EXTRA CHARGE OR AND APPROVED SHOP DRAWINGS SHALL BE REMOVED BY THE CONTRACTOR AT HIS OWN EXPENSE AND MAINTAINING SAFETY PROCEDURES AND PRECAUTIONS FOR ALL WORKMEN IN COMPLIANCE WITH COMPENSATIONS WILL ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THE THE SAME SHALL BE REPLACED WITH OTHER MATERIALS OR WORK SATISFACTORY TO THE ARCHITECT. CURRENT ACCEPTED INDUSTRY AND GOVERNMENT STANDARDS = ^ MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING THE WORK WHICH MAY BE DISTURBED. v FIELD CONDITIONS WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION 44. EACH HOUSING UNIT MUST BE RATED BY A QUALIFIED HOME ENERGY RATER, AND ACHIEVE A HERS RATING �� w AND CLARIFICATION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND ACCURATELY LAYING OUT THE WORK AND OF 65 OR BETTER. THE HOMES HAVE BEEN DESIGNED TO MEET OR EXCEED THIS NUMBER AND HAVE BEEN FOR ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS. FOR THE LINES AND MEASUREMENTS HEREIN. THE CONTRACTOR SHALL ESTABLISH NECESSARY VERIFIED BY A PRELIMINARY ENERGY REPORT. THE THE OWNER WILL PAY FOR THE COST OF THE RATER. REFERENCE LINES AND PERMANENT BENCHMARKS FROM WHICH BUILDING LINES AND ELEVATIONS SHALL CONTRACTOR RESPONSIBLE FOR COORDINATING INSPECTIONS AND MEETING THE 65 RATING AFTER 7. ALL THE ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE COMPLIMENTARY AND WHAT IS CALLED BE TAKEN. HEIGHTS OF ALL WORK ,CALLED FOR ''A.F.F." INCLUDING BUT NOT LIMITED TO SOFFITS, CONSTRUCTION. 00 O O FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL; ANY WORK SHOWN OR REFERRED TO ON ANY CEILINGS, DOORS, AND HOLLOW METAL SHALL BE TRUE AND LEVEL WITHIN A TOLERANCE OF 1/8'' U ONE DRAWING SHALL BE PROVIDED AS SHOWN ON ALL DRAWINGS. WHENEVER AN ITEMS SPECIFIED OVERALL THROUGHOUT THE ENTIRE PROJECT. 45. REFERENCE PROJECT MANUAL FOR FURTHER INFORMATION. �--� AND/OR SHOWN ON THE DRAWINGS BY DETAIL OR REFERENCE IT SHALL BE CONSIDERED TYPICAL FOR = N Q OTHER ITEMS WHICH ARE OBVIOUSLY INTENDED TO BE THE SAME, EVEN THOUGH NOT SO DESIGNATED OR 24. ALL HVAC, PLUMBING, SPRINKLER AND ELECTRICAL LINES ARE TO BE COORDINATED SO THAT NO Z SPECIFICALLY NAMED BUT DO SERVE THE SAME FUNCTION. CONFLICTS OCCUR. ANY CONFLICTS WHICH RESULT IN A RELOCATION OF A FINISHED SURFACE MUST BE SAFETY OF PUBLIC AND PROPERTY (� Q BROUGHT TO THE ATTENTION OF THE OWNER/ARCHITECT/ENGINEER PRIOR TO INSTALLATION. _ 8. FULL SIZE OR LARGE SCALE DETAILS OR DRAWINGS SHALL GOVERN SMALL SCALE DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY. DETAILS OR CONDITIONS INDICATED FOR A PORTION OF THE WORK BUT NOT 25. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY COVERING ALL 1. INSTITUTE AND MAINTAIN SAFETY MEASURES AND PROVIDE ALL EQUIPMENT OR TEMPORARY CARRIED OUT FULLY FOR OTHER PORTIONS SHALL APPLY THROUGHOUT TO ALL SIMILAR PORTIONS EXCEPT WORK PERFORMED AND EQUIPMENT INSTALLED, FROM THE TIME OF SUBSTANTIAL COMPLETION. CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS AND PROPERTY AFFECTED. AS OTHERWISE SPECIFICALLY NOTED. IN EVERY CASE A MORE EXPENSIVE ITEM OR METHOD SHALL BE CONTRACTOR SHALL PROVIDE WRITTEN WARRANTY AT PROJECT COMPLETION (SEE PROJECT MANUEL). 2. STRUCTURES, DEVICES, OR CONSTRUCTION EQUIPMENT SHALL NOT BE LOADED IN EXCESS OF THEIR ASSUMED OVER A LESS EXPENSIVE ONE AND DIMENSIONS SHALL BE FIGURED RATHER THAN DETERMINED DESIGN CAPACITY. BY RULE OR SCALE. 26. THE CONTRACTOR SHALL KEEP THE ARCHITECT INFORMED OF THE PROGRESS OF THE WORK. NO WORK 3. BEFORE USING CONSTRUCTION EQUIPMENT OR DEVICES, SAME SHALL BE INSPECTED BY THE PERSON SHALL BE CLOSED OR COVERED UNTIL IT HAS BEEN DULY INSPECTED AND APPROVED. SHOULD SUPERINTENDING THE WORK, AND DEFECTS OR UNSAFE CONDITIONS SHALL BE 9. THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE DRAWINGS. TO INTERPRET AND UN-INSPECTED WORK BE COVERED THE CONTRACTOR SHALL, AT THEIR OWN EXPENSE, UNCOVER ALL PROMPTLY CORRECTED BEFORE USE. EXPLAIN THE DRAWINGS, OTHER INFORMATION DEEMED NECESSARY BY THE ARCHITECT WILL BE SUCH WORK SO THAT IT CAN BE PROPERLY INSPECTED AND AFTER SUCH INSPECTION, SHALL PROPERLY FURNISHED TO CONTRACTOR WHEN AND AS REQUIRED BY THE WORK. IT IS TO BE UNDERSTOOD THAT THE BE REPAIRED AND REPLACED ALL WORK INTERFERED WITH. 4. DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON OR ADJACENT TO SITE. NOTIFY ALL SAID ADDITIONAL DRAWINGS ARE TO BE OF EQUAL FORCE AS THE ORIGINAL DRAWINGS, AND SHALL BE UTILITY COMPANIES AND BUILDING MANAGEMENT AS REQUIRED. CONSIDERED AS FORMING A PART OF THIS SET. 27. ALL WORK SHALL BE SUBJECT TO FINAL INSPECTION BY THE ARCHITECT AND ACCEPTANCE BY THE 5. MAINTAIN FIRE PREVENTIVE, SANITARY AND SAFETY FACILITIES. OWNER. TRAVOIS DESIGN 10. THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE TRUE INTENT AND MEANING OF THE 6. ALL MACHINES, TOOLS, SERVICE LINES AND CONDUITS SHALL BE SHIELDED OR BARRICADED TO PROVIDE SAFETY AND PREVENT CONTACT BY THE PUBLIC. 310 W. 19TH TERRACE DRAWINGS AND NOTES TAKEN AS A WHOLE AND SHALL NOT AVAIL HIMSELF OF ANY OBVIOUS ERRORS 28. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF WORKERS, PUBLIC, AND PROPERTY. KANSAS CITY, MO 64108 AND OMISSIONS, SHOULD ANY EXIST. SHOULD ANY ERROR OR DISCREPANCY APPEAR OR ANY DOUBT 7. NO MATERIALS SHALL BE DROPPED OR THROWN OUTSIDE THE EXTERIOR WALLS OF THE BUILDING. P 816.994.8970 ARISE AS TO THE TRUE MEANING OF THE DRAWINGS OR NOTES THE CONTRACTOR SHALL BRING SUCH 29. A COPY OF THE LATEST SIGNED AND SEALED SET OF CONSTRUCTION DRAWINGS SHALL BE KEPT AT THE 8. AREAS USED BY THE PUBLIC SHALL BE MAINTAINED FREE FROM DEBRIS, EQUIPMENT & MATERIALS ITEMS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMISSION OF PROPOSAL FOR EXPLANATION OR JOB SITE FOR REVIEW BY CLIENT, THEIR REPRESENTATIVES, THE ARCHITECT, OR INSPECTORS. IF 816.994.8974 45 CORRECTION OF SAME. AFTER SUBMISSION OF PROPOSAL, THE CONTRACTOR WILL BE HELD RESPONSIBLE .CONTRACTOR TO COORDINATE REQUIRED TESTING AND INSPECTIONS PER GEOTECHNICAL REPORT AND FOR ALL SUCH ITEMS. 30. THE CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT ON THE PREMISES AT ALL TIMES WHEN CIVIL DOCUMENTS. COST OF TESTING BY CONTRACTOR. REFERENCE PROJECT MANUEL FOR FURTHER THE WORK IS IN PROGRESS. INFORMATION ON GEOTECHNICAL TESTING. 11 . THE WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES, FEES, MATERIALS, AND SERVICES IN ACCORDANCE WITH THESE NOTES AND 31 . ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES IN DRAWINGS; AND INCLUDES PERFORMING ALL OPERATIONS NECESSARY TO CONSTRUCT AND INSTALL THE STATE OF WASHINGTON. DIVISION 2A. SITE WORK - ALL WORK THIS SECTION TO BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR COMPLETE, IN SATISFACTORY CONDITION, THE VARIOUS MATERIALS AND EQUIPMENT AT THE LOCATIONS TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION SHOWN. IT IS INTENDED THAT THE DRAWINGS INCLUDE EVERYTHING REQUISITE AND NECESSARY TO FINISH 32. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR OWN WORK WITH THE WORK OF ALL OTHER THE ENTIRE WORK PROPERLY, NOTWITHSTANDING THE FACT THAT EVERY ITEM NECESSARILY INVOLVED CONTRACTORS, WHETHER THEIR OWN OR THOSE ON SEPARATE CONTRACT. PRIOR TO COMMENCING 1. CONTRACTOR SHALL VERIFY LOCATION(S) OF BUILDING PROJECT, DRIVEWAY, VEGETATION AND ALL MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. ANY ITEM WHICH MAY BE REASONABLY CONSTRUED WORK, THE GENERAL CONTRACTOR SHALL PROVIDE A WORK SCHEDULE TO SHOW ESTIMATED UTILITIES WITH OWNER AND ALL OTHER PROPER AGENCIES PRIOR TO STARTING CONSTRUCTION. AS INCIDENTAL TO THE PROPER AND SATISFACTORY COMPLETION OF THE WORK IN ACCORDANCE WITH COMMENCEMENT AND COMPLETION DATES OF EACH TRADE IDENTIFYING ANY LONG LEAD TIMES. 2. ALL NATURAL GROWTH SHALL REMAIN UNDISTURBED EXCEPT THAT WHICH IS IN THE BUILDING AREA AND THE INTENT OF THESE NOTES AND DRAWINGS IS HEREBY INCLUDED. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING ALL TRADES SUCH INFORMATION, PLANS OR DETAILS NO GROWTH SHALL BE REMOVED WITHOUT PRIOR CONSENT. AS MAY BE REQUIRED FOR THE PROPER INSTALLATION OF THEIR WORK. ALL MATERIALS SHALL BE 12. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT FOR ANY REASON COMPLY ORDERED SUFFICIENTLY AHEAD OF TIME SO THAT WORK CAN PROCEED ON SCHEDULE. WHERE 3. ALL FINISH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. PROVIDE ADDITIONAL WITH ALL THE REQUIREMENTS OF THESE NOTES AND DRAWINGS. APPLICABLE, NO SUBSTITUTIONS WILL BE ACCEPTED BECAUSE OF FAILURE TO DO SO. MATERIAL AS REQUIRED FOR PROPER DRAINAGE. 4. SITE EROSION CONTROL REQUIRED. 13. THE CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE ARCHITECT 33. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY REVISION DATE FOR REVIEW AND APPROVAL. NO ADDITIONAL WORK IS TO PROCEED UNTIL A SIGNED AUTHORIZATION TO CONDITION AND KEPT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE PROCEED IS RETURNED TO CONTRACTOR. ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS AND OTHER FLAMMABLE WASTE MATERIALS DIVISION 3. CONCRETE - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 25%SET 6/19/2020 OR TRASH FROM THE WORK AREAS AT THE END OF EACH WORKING DAY. NO MATERIAL OR DEBRIS 50%SET 8/14/2020 14. WORK AFFECTED BY CHANGES PROPOSED IN ANY REVISED DRAWINGS OR OTHER DOCUMENTS ISSUED TO STORAGE SHALL BE PERMITTED IN THE STREET OR ON SIDEWALKS AT ANY TIME. 75%SET 9/10/2020 THE CONTRACTOR SHALL NOT BE EXECUTED UNLESS CHANGES ARE ACCOMPANIED BY LETTER OF 1. SEE STRUCTURAL SHEETS FOR SPECIFICATIONS 100% PERMIT SET 12/15/2020 AUTHORIZATION TO PROCEED ACCORDINGLY. IN CASES WHERE INSTRUCTIONS ACCOMPANYING AN ISSUE 34. ELECTRICAL CLOSETS, PIPE AND DUCT SHAFTS CHASES, FURRED SPACES, CRAWL SPACES, ATTICS, AND PERMIT SET-ADDENDUMD 5/21/2021 OF REVISED DRAWINGS OR SPECIFICATIONS REQUEST ESTIMATES OF COST, SUCH ESTIMATES SHALL BE SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE FROM RUBBISH LOOSE PLASTER, MORTAR PREPARED AND SUBMITTED PROMPTLY IN ORDER NOT TO AFFECT THE PROGRESS OF THE WORK. DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIALS, DIRT AND DUST. DIVISION 5. STRUCTURAL STEEL 15. PAYMENT WILL NOT BE MADE TO GENERAL CONTRACTOR ON CHANGES OR EXTRAS UNLESS THEY ARE 35. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR THE EXISTING STRUCTURE, FACILITIES AND APPROVED IN WRITING BY OWNER OR OWNER'S REPRESENTATIVES. IMPROVEMENTS ADJOINING THE AREA UNDER THIS CONTRACT. ANY DISTURBANCE OR DAMAGE TO 1. SEE STRUCTURAL SHEETS FOR SPECIFICATIONS ADJOINING PROPERTY RESULTING DIRECTLY OR INDIRECTLY FROM THE CONTRACTOR'S OPERATIONS 16. THE PROJECT HAS BEEN DESIGNED AND DETAILED FOR THE SPECIFIC MATERIALS AND EQUIPMENT SHALL BE PROMPTLY RESTORED, REPAIRED OR REPLACED TO THE SATISFACTION OF THE CLIENT AT NO DIVISION 6A. ROUGH CARPENTRY SPECIFIED. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ADDITIONAL COST. SHEET ARCHITECT. IF THE SPECIFIED MATERIAL IS NOT AVAILABLE, THE CONTRACTOR SHALL PROPOSE AN 1. SEE STRUCTURAL SHEETS FOR SPECIFICATIONS ALTERNATE MATERIAL AND SHALL PROVIDE DRAWINGS, SAMPLES, SPECIFICATIONS, MANUFACTURER'S 36. CLEAN UP IMMEDIATELY UPON COMPLETION OF EACH TRADE'S WORK. CLEANING INCLUDES THE REMOVAL LITERATURE, PERFORMANCE DATA, ETC., IN ORDER THAT THE ARCHITECT CAN EVALUATE THE PROPOSED OF TRASH AND RUBBISH FROM THESE AREAS, BROOM CLEANING OF FLOORS, THE REMOVAL OF ANY SUBSTITUTION. IF THE SUBSTITUTION AFFECTS A CORRELATED FUNCTION, ADJACENT CONSTRUCTION, OR PLASTER, MORTAR, DUST AND OTHER EXTRANEOUS MATERIALS FROM FINISH SURFACES, INCLUDING BUT A001 THE WORK OF ANY OTHER CONTRACTOR OR TRADE, THE NECESSARY CHANGES AND MODIFICATIONS TO NOT LIMITED TO MISCELLANEOUS METAL, WOODWORK, PLASTER, GLASS, GYPSUM DRYWALL, MASONRY, THE AFFECTED WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO CONCRETE, MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING DUCTWORK, CONDUIT, AND SURFACES THE OWNER. NO REQUESTS FOR SUBSTITUTES WILL BE ENTERTAINED BY THE ARCHITECT DUE TO VISIBLE AFTER PERMANENT FIXTURES,GRILLES, REGISTERS, AND OTHER SUCH FIXTURES OR DEVICES ARE CONTRACTOR'S FAILURE TO ORDER MATERIALS IN A TIMELY MANNER. IN PLACE. 17. ALL MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS WORK SHALL BE NEW AND OF THE BEST SPECIFICATIONS �OFOR CODE CD G1IV CATIONS - 2. REFER TO TYPICAL ARCHITECTURAL DETAILS AND STRUCTURAL DOCUMENTS. N 3. FINISH CARPENTRY - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION G% ��og �� TRAVOIS M �r0 FIELD[,�tiC DIVISION 7F. HOUSE WRAP - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION DIVISION 11 A. CASEWORK - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1. SHELVING: PROVIDE MEDIUM DENSITY FIBERBOARD SHELVING AT CLOSETS AND PANTRIES, PAINT TO MATCH 1 . PROVIDE AND INSTALL GUARDIAN GUARDWRAP HP OR EQUAL OVER EXTERIOR SHEATHING AS RECOMMENDED ARCHITECTURE, PC WALLS. PROVIDE WITH CLOTHES ROD AT BEDROOM & COAT CLOSET LOCATIONS. BY MANUFACTURER'S WRITTEN INSTRUCTIONS. TAPE ALL SEAMS, TYPICAL. 1. LAYOUT AS INDICATED IN DRAWINGS. MANUFACTURER: KRAFTMAID. CASEWORK TO BE PRE-MANUFACUTRED 2. WALL BASE: 2" X 3 2" PRE PRIMED FINGERJOINT PINE FLOOR MOLDING. INSTALL WITH MATCHING SHOE BASE. 2. PROVIDE AND INSTALL WINDOW FLASHING SUCH AS TYVEK FLEX WRAP ON ALL SIDES OF ALL WINDOWS. SEE MODULAR WITH REINFORCED BOX ASSEMBLY. FINISH PER OWNER/ARCHITECT. CABINETS TO HAVE A PLYWOOD WINDOW FLASHING DETAIL. CARCASS, SOLID WOOD DRAWER BOXES WITH DOVETAIL JOINTS. CABINETS TO HAVE SOLID WOOD RAISED 3. INTERIOR DOOR CASING: 2" X 3 2" PRE PRIMED FINGERJOINT PINE; COLOR PER OWNER/ARCHITECT. SEE A/403 PANEL DOOR WITH NO VENEER AND HAVE SOFT MOUNT CLOSING DRAWER HARDWARE. DETAIL. DIVISION 7G. PEST MANAGEMENT - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 2. PLANS VARY - ACTUAL DIMENSIONS AND LAYOUTS SHOULD BE FULLY REVIEWED AND FIELD VERIFIED PRIOR TO DIVISION 7A. ROOFING - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1 . ALL WALLS, FLOORS, AND JOINT PENETRATIONS SHALL BE SEALED WITH CAULKING OR OTHER APPROPRIATE ORDERING/INSTALLATION. SEALING METHOD TO PREVENT PEST ENTRY. A RODENT AND CORROSIVE PROOF SCREEN SHALL BE USED FOR 3. COUNTERTOPS: 4" INTEGRAL BACKSPLASH AND CASCADE EDGES. INSTALL SIDE SPLASHES IN ALL CORNER METAL ROOFING : INSTALL STANDING SEAM METAL ROOF PANELS, 16'' WIDE WITH 1" HIGH RIBS, DESIGNED TO BE ALL OPENINGS GREATER THAN 1/4 INCH. LOCATIONS, AS REQUIRED. 'WILSONART STANDARD LAMINATES, COLOR PER OWNER/ARCHITECT OR APPROVED INSTALLED BY LAPPING AND INTERCONNECTING RAISED SIDE EDGES OF ADJACENT PANELS WITH JOINT TYPE EQUAL. z INDICATED AND MECHANICALLY ATACHING PANELS TO SUPPORT USING BUILT-IN FLANGE/CLIPS. INCLUDE ALL 4. PROVIDE ADA FRONT APPROACH ASSESSABLE CABINET AT THE KITCHEN SINK AND BATHROOM VANITIES AT ADA ACCESSORIES REQUIRED FOR WEATHER TIGHT INSTALLATION. 26 GUAGE THICKNESS. COLOR: AS SELECTED BY DIVISION 8A. DOORS & DOOR HARDWARE - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS UNTIS. OWNER/ARCHITECTFROM MANUFACTURERS FULL RANGE. COLOR: SLATE GREY. SECTION a. UNDERLAYMENT - AS REQUIRED BY MANUFACTURER NOTE: ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE BLOCKED UP TO STANDARD HEIGHT FOR b. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO INSTALL ROOFING SYSTEM 1 . SEE A404 DOOR SCHEDULE NOTES FOR ADDITIONAL DOOR SPECIFICATIONS COUNTER TOP INSTALL. (THIS WILL ALLOW FOR EASIER CONVERSION TO FULL ADA UNITS IN THE FUTURE) N AS DETAILED/SPECIFIED. 2. EXTERIOR DOORS- INSTALL NEW PRE-HUNG DOOR, STEEL 6 PANEL, WOOD GRAIN TEXTURED 1 3/41' SOLID CORE O N c. ROOFER SHALL SUPPLY AND INSTALL ALL REQUIRED FLASHING, METAL EDGING, ROOF JACKS, ROOF ENTRY DOORS, CASINGS, TRIM, HARDWARE AND ADA THRESHOLD AS NECESSARY FOR COMPLETE, FINISHED U J M VENTS, ETC. (IF INDICATED) TO PROVIDE A COMPLETE JOB. INSTALLATION. INSTALL 2" COMMERCIAL SADDLE THRESHOLD WITH BEVELED EDGES. SHALL BE ADA = --� w d. INSTALL ALL ROOFING SYSTEMS IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS COMPLIANT. DIVISION 11 B. APPLIANCES - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION AND SPECIFICATIONS AS WELL AS PER LOCAL BUILDING CODES AND INDUSTRY STANDARDS; PROVIDE WRITTEN A. DOORS TO RECEIVE PASSAGE LATCH, SCHLAGE 7" SERIES LEVER TYPE (ELAN), SINGEL CYLINDER WITH Q WARRANTIES. KEY FUNCTION ON THE EXTERIOR SIDE DEADBOLT (13360N), AND ROSE AND TURN (B-360) THUMB 1. ALL APPLIANCES SHALL BE ENERGY STAR RATED AND ADA COMPLIANT e. MIN. ENERGY EFFICIENCY STANDARDS: SOLAR REFLECTANCE VALUE .20, THERMAL EMITTANCE .75 OPERATION ON THE INTERIOR SIDE. 2. REFRIGERATOR: GENERAL ELECTRIC GIEl8ETHWW 18.2 CU. FT. ENERGY STAR RATED WITH ICE-MAKER. HINGE B. ALL EXTERIOR DOORS TO BE KEYED ALIKE SIDE FOR PROPER ACCESS FROM KITCHEN, WHITE. _ ^ DIVISION 7B. SIDING - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION C. PROVIDE MINIMUM (2) KEYS FOR EACH LOCK PER HOUSE 2. ELECTRIC RANGE: GENERAL ELECTRIC JB460DMWW, SELF-CLEANING, WHITE 4-1 R:l_ LLJ 3. INTERIOR DOORS- NEW PRE-HUNG DOOR, 6 PANEL, TEXTURED, PRIMED HARDBOARD DOOR WITH WOOD STYLES 3. RANGE HOOD: GENERAL ELECTRIC JV338HWW, 30" WIDE, WHITE, VENTED THROUGH ROOF. M 1 . EXTERIOR SIDING & TRIM SYSTEM - JAMES HARDIE, HARDIEPLANK, 8'' LAP SIDING, AND HARDIESHINGLE & RAILS. MANUFACTURE: JELDWEN OR EQUAL. ALL HARDWARE TO BE LEVER TYPE. INSTALL PRIVACY LOCKS ON 4. WASHER: GENERAL ELECTRIC GFW430SSMWW, FRONT LOAD, 4.4 CU. FT. ENERGY STAR, WHITE. � ` . DOORS. INSTALL KEYED LOCK ON WATER HEATER CLOSETS D AND NETWORK CLOSET AT SHINGLE SIDING PER ELEVATIONS AND ARCHITECTURAL DRAWINGS. INSTALL PER ALL MANUFACTURER'S COMMUN BATHROOM BUILDING. ALL OTHER DOORS TO RECEIVE PASSAGE LATCHES. 5. DRYER: GENERAL ELECTRIC GFD43ESSMWW, FRONT LOAD, 7.5 CU. FT. ENERGY STAR, WHITE. cn O WRITTEN INSTRUCTIONS/ RECOMMENDATIONS. SIDING TO BE FACTORY FINISHED. COLOR PER PAINT DIAGRAM C)DETAIL 7/A402. 4. ATTIC ACCESS DOOR- CONSTRUCT AN ATTIC DAM AROUND ATTIC ACCESS FRAMING AND INSTALL GASKET 6. DISHWASHER: GENERAL ELECTRIC GDF640HSMSS, 24 WIDE, ENERGY STAR RATED, WHITE. U 2. SOFFIT, FASCIA, & TRIM- JAMES HARDIE SOFFIT FASCIA AND TRIM PRODUCTS. FACTORY FINISHED COLOR PAINT (WEATHER STRIPPING) FOR TIGHT SEAL- INSULATE ATTIC SIDE OF ACCESS PANEL WITH RIGID = N Q DIAGRAM DETAIL 7/A402. INSULATION (XPS) TO Z 3. GUTTERS & DOWNSPOUTS: RAIN GUTTERS TO BE 5 IN. SEAMLESS (CONTINUOUS), .027 ALUMINUM (EQUAL TO 5. DOOR STOPS- PROVIDE WALL MOUNTED DOOR BUMPERS AT ALL DOORS. FINISH TO MATCH THE DOOR DIVISION 11 C. BATH ACCESSORIES (EACH TOILET ROOM) - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL Q 24 GAUGE GALVANIZED METAL). INSTALL GUTTERS UNDER DRIP EDGE WITH HIDDEN HANGERS. DOWNSPOUTS HARDWARE. PROVIDE SOLID BLOCKING IN WALLS TO SECURE BUMPERS. PROVIDE HINGE STOP WHERE WALL ITEMS THIS SECTION TO BE 3 IN. X 4 IN., .019 ALUMINUM (EQUAL TO 26 GAUGE GALVANIZED METAL). INSTALL DOWNSPOUTS WITH BUMPER IMPRACTICAL. 1. MIRRORS- (1) EACH PER BATHROOM, CENTERED ABOVE LAVATORY WIDTH OF VANITY BELOW. ALL ADA UNITS: THREE (3) ALUMINUM ANCHORS EACH MINIMUM. SEAL ALL CORNERS, END CAPS AND JOINTS WITH HIGH ONE (1) EACH, ADA COMPLIANT, AS REQUIRED FOR ACCESSIBILITY. GRADE SEALANT. PRE-FINISHED COLOR SELECTION BY OWNER/ARCHITECT FROM MANUFACTURER'S FULL 2. TOWEL BAR- ONE (1) EACH TOILET ROOM - 24" SURFACE MOUNTED, FINISH: SATIN NICKEL. 'STONE HARBOR' RANGE. PROVIDE 24 IN. X 12 IN. PRE-CAST CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT. LOCATION OF DIVISION 8B. EXTERIOR WINDOWS - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION TOWEL BAR #MP24240 OR EQUAL. GUTTERS AND DOWNSPOUTS PER PLANS. MUST TERMINATE A MIN. OF 5'-0" FROM THE FOUNDATION WALL AND/OR TIE INTO STORM DRAIN SYSTEM. 2. SEE A404 WINDOW SCHEDULE FOR ALL WINDOW SPECIFICATIONS. 3. TOILET PAPER HOLDER- ONE (1) EACH, CONCEALED SURFACE MOUNTED, FINISH: SATIN NICKEL. 'STONE HARBOR' #MP42060, OR EQUAL. 4. STONE VENEER SYSTEM- MANUFACTURER: CORONADO STONE PRODUCTS. PRODUCT: 'HONEY LEDGE'. COLOR: GREY QUARTZITE. INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS/RECOMMENDATIONS. 4. ROBE HOOK - ONE (1) EACH TOILET ROOM, CONCEALED SURFACE MOUNTED, FINISH: SATIN NICKEL. 'STONE DIVISION 9A. GYPSUM WALL BOARD - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION HARBOR' #MP4202, OR EQUAL DIVISION 7C. SEALANTS - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 5. SHOWER CURTAIN ROD- ONE (1) AT EACH SHOWER OR TUB ENCLOSURE, COLOR: SILVER/NICKEL. FASTEN TO 1 . GYPSUM BOARD: APPLY 5/8'' GYPSUM BOARD TO ALL INTERIOR CEILING SURFACES, 1/2'' TO ALL WALL WALL. TRAVOIS DESIGN SURFACES. APPLY NON-SAG TYPE AT INTERIOR CEILINGS, MOISTURE RESISTANT (MR) PURPLE BOARD IN ALL 6. GRAB BARS AT ADA WATER CLOSETS - 1 1/2'' DIAMETER, CONCEALED MOUNT, TYPE 304, 18 GAUGE STAINLESS 310 W. 19TH TERRACE 1 . ALL EXT. CAULKING AT SIDING/TRIM TO BE TIGHTBOND - WEATHERMASTER SEALANT, SINGLE-COMPONENT, BATH ROOMS, LAUNDRY AREAS/ROOMS, AND BEHIND ALL KITCHEN SINKS & DISHWASHERS. USE TYPE X STEEL, ADA APPROVED 'FRANKLIN BRASS' CENTURIAN # 5642PSBS (42"), #5636PSBS (36") & #5618PSBS KANSAS CITY, MO 64108 COLOR: MATCH ADJACENT SURFACES. GYPSUM BOARD FOR ALL FIRE RATED WALL CONSTRUCTION. (18") OR EQUIVALENT. INSTALL PER MANUFACTURERS SPECIFICATIONS AND INSTALL WALL BLOCKING AS P 816.994.8970 2. PROVIDE CAULKING AT FOLLOWING LOCATIONS: (NOTE - THIS SCHEDULE IS NOT COMPLETE) 2. THE INSTALLATION OF VAPOR BARRIER DIRECTLY BEHIND MOISTURE RESISTANT GYPSUM BOARD IS PROHIBITED REQ'D PER UNIVERSAL DESIGN CHECKLIST AND ADA ACCESSIBILITY GUIDELINES. F 816.994.8974 CONTROL JOINTS IN ANY MASONRY & CONCRETE SURFACES, BOTH INT. & EXT. BY CODE, 2012 IBC. 7. INSTALL WOOD BLOCKING FOR INSTALLAION OF ALL TOWEL BARS, TOILET PAPER HOLDERS, & ROBE HOOKS. PERIMETER OF DOOR AND WINDOW FRAMES, INT. & EXT. PERIMETER OF LOUVERS & GRILLES, INT. & EXT. DIVISION 9B. PAINT - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION. SEE A405 DIVISION 12. FURNISHINGS - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION JOINTS IN EXTERIOR SIDING AND TRIM SCHEDULE FOR ALL LOCATIONS PENETRATIONS OF EXTERIOR WALLS 1. WINDOW TREATMENTS: INSTALL ONE VINYL MINI BLIND AT EACH EXTERIOR WINDOW - MANUFACTURER/COLOR 1 . ALL INTERIOR DRYWALL SURFACES TO BE PAINTED AND DOORS/TRIM WITH MATERIALS AS MANUFACTURED BY OR APPROVED EQUAL PER OWNER/ARCHITECT. SHERWIN WILLIAMS "INTERIOR ACRYLIC LATEX LOW LUSTRE D17-150 SERIES'', OR APPROVED EQUAL. EXTERIOR 2. PARK BENCH: TREX OUTDOOR FIVE FOOT BENCH. ''YACHT CLUB" MODEL #TXB60 DIVISION 7D. INSULATION - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION PAINT TO BE SHERWIN WILLIAMS "A-100 EXTERIOR LATEX''. ALL PAINTING TO INCLUDE ALL MATERIALS AND LABOR NECESSARY TO ENSURE PROPER APPLICATION, INCLUDING: PREPARATION, MASKING, AND CLEAN UP. 3. PARK TRASH CAN: OUTDOOR PERFORATED METAL TRASH RECEPTACLE (32 GALLON) WITH RAIN BONNET LID. ALL SURFACES AT BATHROOMS, KITCHENS & LAUNDRY ROOMS SHALL CREATE DURABLE, CLEANABLE ''ULTRA PLAY'', MODEL #43060. 1 . INSTALL INSULATION TO PROVIDE COMPLETE ENCLOSURE OF ALL CONDITIONED SPACES, INCLUDING ALL SHIM SPACES AT DOORS AND WINDOWS IN EXTERIOR WALLS. SURFACES - COORDINATE WITH PAINT MANUFACTURER FOR RECOMMENDATION. ROOF/ATTIC ASSEMBLY : R-49 BLOWN CELLULOSE OR BATT INSULATION. 2. EXTERIOR SIDING & TRIM: FACTORY FINISHED BY MANUFACTURER, COLOR SELECTED BY OWNER/ARCHITECT. DIVISION 22. PLUMBING - REFER TO MECHANICAL DRAWINGS EXT. CAVITY WALLS : R-21 BATT INSULATION 3. EXTERIOR DOORS, WOOD TRIM AND PANELING- PREP, CAULK AND PRIMER ALL SURFACES (WHICH ARE NOT \-✓- AlPRE-PRIMED) AND APPLY TWO (2) COATS SEMI-GLOSS, ACRYLIC PAINT, COLOR BY OWNER/ARCHITECT DIVISION 23. MECHANICAL - REFER TO MECHANICAL DRAWINGS REVISION DATE SLAB : R-10 EXTRUDED POLYSTYRENE (UNDER ENTIRE SLAB) SELECTION. 4. INTERIOR WALLS AND CEILINGS- APPLY CEILING AND WALL TEXTURE TO BE LIGHT ORANGE PEEL THROUGHOUT 25%SET 6/19/2020 SET 8/14/2020 SEAL ALL CRACKS, GAPS, JOINTS, ELECTRICAL BOXES AND ANY OTHER PLACES THAT ALLOW TYPICAL. PREP AND APPLY TWO (2) COATS EGG SHELL, COLOR: PER OWNER/ARCHITECT. DIVISION 26. ELECTRICAL - REFER TO ELECTRICAL DRAWINGS 75%SET 9/10/2020 POTENTIAL AIR LEAKAGE PRIOR TO INSTALLATION OF GYPSUM BOARD AND OTHER FINISHES AS SHELVES & TRIM- PREP, CAULK, PRIMER AND APPLY TWO 2 COATS SEMI-GLOSS, COLOR: 100% PERMIT SET 12/15/2020 5. INTERIOR DOORS, ( ) PERMIT SET-ADDENDUMD 5/21/2021 RECOMMENDED BY INSULATION MANUFACTURER'S WRITTEN RECOMMENDATIONS. PER OWNER/ARCHITECT. DIVISION 32. TURF & GRASSES - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION - 0 EXTERIOR FOUNDATION INSULATION SHALL HAVE A RIGID, OPAQUE AND WEATHER RESISTANT DIVISION 9C. FLOORING - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION. SEE FINISH 1. PROPERLY GRADE ALL DISTURBED AREAS OF CONSTRUCTION SITE AND NO LESS THAN 25' AROUND PERIMETER PROTECTIVE COVERING. SCHEDULE FOR ADDITIONAL INFORMATION OF UNIT. PREPARE BY GRADING TOP SOIL TO A DEPTH OF 4 INCHES, FREE OF 1 INCH AND LARGER STONES. -- MAINTAIN LAWN UNTIL ESTABLISHED, BUT FOR NOT LESS THAN 30 DAYS. INSTALL WEATHERSTRIP & INSULATION AT ALL CRAWL SPACE AND ATTIC HATCHES PER 2012 IECC. 1 . FLOORING - PROVIDE & INSTALL LAMINATE PLANK FLOORING - MANUFACTURER ''SHAW, VALORE PLANK.'' 2. (IF OWNER SELECTS) EVENLY DISTRIBUTE SEED AT ALL DISTURBED SOIL. COVER WELL WITH AN EVENLY COLOR PER OWNER/ARCHITECT OR APPROVED EQUAL TYPICAL THROUGHOUT. FULLY PREP AND INSTALL PER DISTRIBUTED LAYER OF STRAW. SATURATE SEED WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING. SHEET MANUFACTURERS WRITTEN INSTRUCTIONS/RECOMMENDATIONS, TYPICAL. DURING FIRST WEEK, WATER DAILY. NOTE: THE ATTIC MUST BE VENTED IN ACCORDANCE WITH IRC 806.1. 3. 2. FLOORING - PROVIDE & INSTALL RESILIENT SHEET FLOORING - MANUFACTURER "SHAW, GENESIS." COLOR PER (IF OWNER SELECTS) SEEDING: SEED TO BE OF NATIVE SPECIES AND REQUIRE LOW WATER/MAINTENANCE. ALLSEED SHALL BE A NATIVE OR ADAPTIVE SPECIES TO THE REGION. HARVEST, DELIVER, STORE, AND PLANT SEED 2. INSTALL SOUND ATTENUATION INSULATION IN ALL INTERIOR WALLS AROUND BATHROMS OWNER/ARCHITECT OR APPROVED EQUAL TYPICAL THROUGHOUT. FULLY PREP AND INSTALL PER PER MANUFACTURERS/SPECIES REQUIREMENTS. MANUFACTURERS WRITTEN INSTRUCTIONS/RECOMMENDATIONS, TYPICAL. A002 3. STAIR FLOORING - PROVIDE & INSTALL LAMINATE PLANK FLOORING TREADS - MANUFACTURER ''SHAW, VALORE DIVISION 7E. WATERPROOFING - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION PLANK TREADZ SYSTEM''. COLOR PER ARCHITECT/OWNER OR APPROVED EQUAL. PREP AND INSTALL PER 1 . PROVIDE AND INSTALL W.R. MEADOWS "MEL-ROL'' WATERPROOFING MEMBRANE OR APPROVED EQUAL TO MANUFACTURERS WRITTEN INSTRUCTIONS/RECOMMENDATIONS, TYPICAL. EXTERIOR SIDE OF ALL FOUNDATION WALLS FROM BOTTOM OF FOOTING TO FINISH GRADE, TYPICAL. PROVIDE 3. SHOWER TILE - SHOWERS: RECESS CONCRETE SHOWER FLOOR 3.5'' COMPACT SHOWER FLOOR SUBSURFACE SPECIFICATIONS AND INSTALL ALL PRIMERS AND OTHER PRODUCTS AS REQUIRED. INSTALL PER ALL MANUFACTURER'S WRITTEN FOR A 2% GRADE FOR PROPER DRAINAGE. TILE FOR SHOWER FLOOR AND WALLS SHALL BE STATFORD 2'' X 2" RFCDMMFNDATIONS RI FNIn N4ngQ1r qw; npnI IT Tn RF r..I ICTnNI RI III nIN(; PRnn1 Ir..TC 4199 1 INIFNI RESIDENTIAL 2010 ADA STANDARDS FOR DESIGN - SUMMARY FOR FULL DESCRIPTIONS AND ADDITIONAL INFORMATION, REFERENCE 9/15/2010 ADA STANDARDS FOR DESIGN FOR LOCATIONS OF ADA UNITS, SEE SITE PLAN 04OR CODt CO If zwo >SIBLE ROUTES 404.2.7 DOOR AND GATE HARDWARE. HANDLES PULLS LATCHES LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 309.4. OPERABLE G - w 1 206. .�. _EAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES PUBLIC STREETS 308.2.2 OBSTRUCTED HIGH REACH.WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT PART F H HARDWARE HALL BE 34" MIN AND 4 " MAX ABOVE THE FINISH FLOOR R GROUND.WHERE SLIDING DOORS ARE IN THE FULLY PEN POSITION,N OPERATING� � S O SUCH S 8 0 S 00 O G OU S G 00 S U 0 OS 0 , 0 G <S, PUBLIC TRANSPORTATION STOPS, ACCESSIBLE BUILDINGS AND FACILITIES AND SPACES TO THE ACCESSIBLE BUILDING OR ENTRANCE THEY SERVE. ONE ACCESSIBLE ROUTE LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION.THE HIGH FORWARD REACH SHALL BE 48" MAX WHERE THE REACH DEPTH IS 20" MAX. WHERE THE REACH DEPTH HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. T THE ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING. EXCEEDS 20"THE HIGH FORWARD REACH SHALL BE 44" MAX AND THE REACH DEPTH SHALL BE 25" MAX. EXCEPTIONS: 1. EXISTING LOCKS SHALL BE PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS WITHOUT STILES, EXISTING OVERHEAD ROLLING DOORS OR GRILLES, STING S OR LLES THAT ARE DESIGNED WITH LOCKS THAT ARE IVATED LY AT TOP OR BOTTOM L. �C 3ED ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO THE RESIDENTIAL DWELLING UNIT ENTRANCE THEY SERVE. 308.3 SIDE REACH AND SIMILAR2. ACCESIS GATES IN BARRIER ARRIER(WALLS AND FENCES PROTECTING POOLS SPAS AND THOT TUBS NSHALL T EEP PERMITTED TO HAVE OPERABLEPARTS OF THE RELEASE OF TRAVOIS M �rOFIELT) '- 308.3.1 UNOBSTRUCTED.WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN LATCH ON SELF-LATCHING DEVICES AT 54" MAX ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING 228.2 WHERE MAIL BOXES ARE PROVIDED FOR EACH RESIDENTIAL DWELLING UNIT, MAIL BOXES COMPLYING WITH 309 SHALL BE PROVIDED FOR EACH ACCESSIBLE DWELLING UNIT. ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHALL BE 48" DEVICES AND OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR INTEGRAL COMBINATION LOCK. ARCHITECTURE, PC MAX AND THE LOW SIDE REACH SHALL BE 15" MIN ABOVE THE FINISH FLOOR OR GROUND. 302 FLOOR OR GROUND SURFACES 404.2.8 CLOSING SPEED. 302.1 GENERAL. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT AND SHALL COMPLY WITH EXCEPTIONS: 1.AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE 302. AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION IS 10 " (255 MM) MAX. 404.2.8.1 DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MIN. 302.2 CARPET. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE 308.3.2 OBSTRUCTED HIGH REACH.WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, A LEVEL LOOP,TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE " MAX. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 " MAX AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24" MAX.THE HIGH SIDE REACH SHALL BE 48" MAX FOR A REACH DEPTH OF 10" 404.2.8.2 SPRING HINGES. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES,THE DOOR OR GATE SHALL MOVE TO SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303. MAX. WHERE THE REACH DEPTH EXCEEDS 10"THE HIGH SIDE REACH SHALL BE THE CLOSED POSITION IN 1.5 SECONDS MIN 46" MAX FOR A REACH DEPTH OF 24" MAX. 302.3 OPENINGS. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN DIAMETER EXCEPT AS ALLOWED IN 407.4.3, 409.4.3, 410.4, 810.5.3 404.2.9 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MIN OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.THE FORCE FOR AND 810.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 309 OPERABLE PARTS PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: Cj 309.2 CLEAR FLOOR SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE PROVIDED. 1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAX. 303 CHANGES IN LEVEL 2. SLIDING OR FOLDING DOORS: 5 POUNDS MAX. 303.2 VERTICAL. CHANGES IN LEVEL OF HIGH MAX SHALL BE PERMITTED TO BE VERTICAL. 309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN 308. 404.2.10 DOOR AND GATE SURFACES. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH 303.3 BEVELED. CHANGES IN LEVEL BETWEEN '/4" HIGH MIN AND HIGH MAX SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. 1/16 "OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. 303.4 RAMPS. CHANGES IN LEVEL GREATER THAN " HIGH SHALL BE RAMPED, AND SHALL COMPLY WITH 405 OR 406. EXCEPTIONS: 400 ACCESSIBLE ROUTES 1. SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.10. 304 TURNING SPACE 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60 DEGREES MIN FROM THE N 304.3.1 CIRCULAR SPACE.THE TURNING SPACE SHALL BE A SPACE OF 60" DIAMETER MIN THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306. 403 WALKING SURFACES HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10" BOTTOM SMOOTH SURFACE HEIGHT REQUIREMENT. O A , 403.3 SLOPE.THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20.THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. 3. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10" OF THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.10. w `V 304.3.2 T-SHAPED SPACE.THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60" SQUARE MIN WITH ARMS AND BASE 36" WIDE MIN EACH ARM OF THE T SHALL BE CLEAR OF 4. EXISTING DOORS AND GATES WITHOUT SMOOTH SURFACES WITHIN 10" OF THE FINISH FLOOR OBSTRUCTIONS 12" MIN IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MIN.THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE 403.5.1 CLEAR WIDTH. EXCEPT AS PROVIDED IN 403.5.2 AND 403.5.3,THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36" MIN OR GROUND SHALL NOT BE REQUIRED TO PROVIDE SMOOTH SURFACES COMPLYING WITH 404.2.10 PROVIDED THAT IF ADDED KICK PLATES ARE INSTALLED, W COMPLYING WITH 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. EXCEPTION:THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32"MIN FOR A LENGTH OF 24" MAX PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS CAVITIES CREATED BY SUCH KICK PLATES ARE CAPPED. THAT ARE 48" LONG MIN AND 36" WIDE MIN 304.4 DOOR SWING. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. 404.2.11 VISION LIGHTS. DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS OR GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH Q 403.5.2 CLEAR WIDTH AT TURN. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48" WIDE, CLEAR WIDTH SHALL BE 42" MIN THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43" MAX ABOVE THE FINISH FLOOR. ^ APPROACHING THE TURN, 48" MIN AT THE TURN AND 42 " MIN LEAVING THE TURN. V) EXCEPTION:WHERE THE CLEAR WIDTH AT THE TURN IS 60" MIN COMPLIANCE WITH 403.5.2 SHALL NOT BE REQUIRED. 405 RAMPS 0 403.5.3 PASSING SPACES. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200' MAXIMUM. PASSING SPACES SHALL BE 405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. U) EITHER:A SPACE 60"X 60" MINIMUM; OR,AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH 304.3.2 WHERE THE BASE AND ARMS OF THE EXCEPTION: IN EXISTING SITES, BUILDINGS, AND FACILITIES, RAMPS SHALL BE PERMITTED TO HAVE RUNNING SLOPES STEEPER THAN 1:12 COMPLYING WITH TABLE 405.2 W T-SHAPED SPACE EXTEND 48 INCHES (1220 MM) MINIMUM BEYOND THE INTERSECTION. WHERE SUCH SLOPES ARE NECESSARY DUE TO SPACE LIMITATIONS. �, FIGURE 305.5 CLEAR FLOOR SPACE 404 DOORS, DOORWAYS, AND GATES TABLE 405.2 MAX RAMP SLOPE AND RISE FOR EXISTING SITES, BUILDINGS, AND FACILITIES qzl- 305 CLEAR FLOOR OR GROUND SPACE 404.2.2 DOUBLE-LEAF DOORS AND GATES.AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH 404.2.3 AND 404.2.4. 305.5 POSITION. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR cn GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR 404.2.3 CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32" MIN CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE O r PARALLEL APPROACH TO AN ELEMENT. OF THE DOOR AND THE STOP,WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24" DEEP SHALL PROVIDE A CLEAR OPENING OF 36" MIN THERE SHALL BE NO PROJECTIONS INTO SLOPE MAX RISE U _ 'E THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34"ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34"AND 80" ABOVE THE FINISH # 305.6 APPROACH. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SHALL NOT EXCEED 4". STEEPER THAN 1:10, BUT LESS THAN 1:8 3 €0 FLOOR OR GROUND SPACE SHALL ADJOIN AN ` V z 11 ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND 404.2.4 MANEUVERING CLEARANCES. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. STEEPER THAN 1:12, BUT LESS THAN 1:10 6" (� SPACE. k I TABLE 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES r 45 min I 305.7 MANEUVERING CLEARANCE. 405.3 CROSS SLOPE. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. 1 305.7.1 FORWARD APPROACH.ALCOVES SHALL BE 36"WIDE MIN WHERE THE DEPTH EXCEEDS 24". TYPE OF USE MIN.MANEUVERING CLEARANCE 405.4 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY WITH 302. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. 30 min305.7.2 PARALLEL APPROACH.ALCOVES SHALL BE 60" WIDE MIN SO WHERE THE DEPTH EXCEEDS 15". APPROACH DOOR OR PERPENDICULAR TO PARALLEL TO DOORWAY DIRECTION GATE SIDE DOORWAY 405.5 CLEAR WIDTH.THE CLEAR WIDTH OF A RAMP RUN AND,WHERE HANDRAILS ARE PROVIDED,THE CLEAR WIDTH BETWEEN HANDRAILS SHALL BE 36" MIN a) (BEYOND LATCH SIDE,U.N.O.) 405.E RISE.THE RISE FOR ANY RAMP RUN SHALL BE 30" MAX. � a� patall$C FROM FRONT PULL 60" 18" FROM FRONT PUSH 48" Oil ' 405.7 LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. 306 KNEE AND TOE CLEARANCE FROM HINGE SIDE PULL 60" 36" 405.7.1 SLOPE. LANDINGS SHALL COMPLY WITH 302. CHANGES IN LEVEL ARE NOT PERMITTED. 306.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE,THE SPACE SHALL COMPLY WITH 306. ADDITIONAL EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE. FROM HINGE SIDE PULL 54" 42" 405.7.2 WIDTH.THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. TRAVOIS DESIGN 306.2 TOE CLEARANCE. FROM HINGE SIDE PUSH 42" 2 22" s 310 W. 19TH TERRACE FROM LATCH SIDE PULL 48 306.2.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9" „ 24 4 405.7.3 LENGTH.THE LANDING CLEAR LENGTH SHALL BE 60" LONG MIN KANSAS CITY, MO 64108 ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH 306.2. FROM LATCH SIDE PUSH 42" 4 24" 405.7.4 CHANGE IN DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60"X60" MIN P 816.994.8970 306.2.2 MAX DEPTH.TOE CLEARANCE SHALL EXTEND 25" MAX UNDER AN 405.8 HANDRAILS. RAMP RUNS WITH A RISE GREATER THAN 6" SHALL HAVE HANDRAILS COMPLYING WITH 505. IF 816.994.8974 ELEMENT. 1. ADD 12"IF CLOSER AND LATCH ARE PROVIDED. 2. ADD 6"IF CLOSER AND LATCH ARE ROVIDED. 405.9 EDGE PROTECTION. EDGE PROTECTION COMPLYING WITH 405.9.1 OR 405.9.2 SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP 306.2.3 MIN REQUIRED DEPTH. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE,THE TOE CLEARANCE SHALL EXTEND 17" MIN UNDER THE ELEMENT. 3. BEYOND HINGE SIDE. 4. ADD 6"IF CLOSER IS PROVIDED. LANDINGS. 306.2.4 ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6" BEYOND THE AVAILABLE KNEE CLEARANCE AT 9" ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED EXCEPTIONS: TOE CLEARANCE. 404.2.4.2 DOORWAYS WITHOUT DOORS OR GATES, SLIDING DOORS,AND FOLDING DOORS. DOORWAYS LESS THAN 36"WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING 1. EDGE PROTECTION SHALL NOT BE REQUIRED ON RAMPS THAT ARE NOT REQUIRED TO HAVE HANDRAILS AND HAVE SIDES COMPLYING WITH 406.3. DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.4.2. 2. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS SERVING AN ADJOINING RAMP RUN OR STAIRWAY 306.2.5 WIDTH.TOE CLEARANCE SHALL BE 30"WIDE MIN 306.3 KNEE CLEARANCE. TABLE 404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS AND MANUAL /2 3. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS HAVING A VERTICAL DROP-OFF OF' " MAX WITHIN 10" HORIZONTALLY OF THE MIN 306.3.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN 9"AND 27" ABOVE FOLDING DOORS LANDING AREA SPECIFIED IN 405.7. THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE 405.9.1 EXTENDED FLOOR OR GROUND SURFACE.THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12" MIN BEYOND THE INSIDE FACE OF A FIGURE 306.3 KNEE CLEARANCE AND SHALL COMPLY WITH 306.3. TYPE OF USE MIN.MANEUVERING CLEARANCE HANDRAIL COMPLYING WITH 505. 306.3.2 MAX DEPTH. KNEE CLEARANCE SHALL EXTEND 25" MAX UNDER AN APPROACH PERPENDICULAR TO PARALLEL TO 405.9.2 CURB OR BARRIER. A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4" DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS 8 min ELEMENT AT 9" ABOVE THE FINISH FLOOR OR GROUND. DOORWAY 2,.9 ti DIRECTION DOORWAY (BEYOND LATCH SIDE,U.N.O.> WITHIN 4" OF THE FINISH FLOOR OR GROUND SURFACE. 306.3.3 MIN REQUIRED DEPTH.WHERE KNEE CLEARANCE IS REQUIRED FROM FRONT 48" Oil 405.10 WET CONDITIONS. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE,THE KNEE I CLEARANCE SHALL BE 11 DEEP MIN AT 9 ABOVE THE FINISH FLOOR OR FROM SIDE 42 0 " " 504 STAIRWAYS GROUND,AND 8" DEEP MIN AT 27" ABOVE THE FINISH FLOOR OR GROUND. REVISION DATE 306.3.4 CLEARANCE REDUCTION. BETWEEN 9" AND 27"ABOVE THE FINISH FROM POCKET/HINGE 42" 22" 2 504.2 TREADS AND RISERS.ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS. RISERS SHALL BE 4" HIGH MIN AND 7" FLOOR OR GROUND,THE KNEE CLEARANCE SHALL BE PERMITTED TO HIGH MAX.TREADS SHALL BE 11" DEEP MIN REDUCE AT A RATE OF 1" IN DEPTH FOR EACH 6" IN HEIGHT. FROM STOP/LATCH SIDE 42 24 25/o SET 6/19/2020 50%SET 8/14/2020 1. DOORWAY WITH NO DOOR ONLY. 504.3 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED. 75%SET 9/10/2020 25 max 306.3.5 WIDTH. KNEE CLEARANCE SHALL BE 30"WIDE MIN 2. BEYOND POCKET/HINGE SIDE 100% PERMIT SET 12/15/2020 �. 504.4 TREAD SURFACE. STAIR TREADS SHALL COMPLY WITH 302. CHANGES IN LEVEL ARE NOT PERMITTED. TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER PERMIT SET-ADDENDUM 5/21/2021 THAN 1:48. 404.2.4.3 RECESSED DOORS AND GATES. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 " (455 MM) OF THE LATCH SIDE devii Dn plou OF A DOORWAY PROJECTS MORE THAN 8 " (205 MM) BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. 504.5 NOSINGS.THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE MAX. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX FROM VERTICAL.THE PERMITTED ADVISORY 404.2.4.3 RECESSED DOORS AND GATES.A DOOR CAN BE RECESSED DUE TO WALL THICKNESS OR BECAUSE OF THE PLACEMENT OF CASEWORK AND OTHER FIXED ELEMENTS PROJECTION OF THE NOSING SHALL EXTEND 1'/2" MAX OVER THE TREAD BELOW. 307 PROTRUDING OBJECTS ADJACENT TO THE DOORWAY.THIS PROVISION MUST BE APPLIED WHEREVER DOORS ARE RECESSED. 504.6 HANDRAILS. STAIRS SHALL HAVE HANDRAILS COMPLYING WITH 505. 307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27"AND NOT MORE THAN 404.2.4.4 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH 302. CHANGES IN LEVEL ARE NOT PERMITTED. 80"ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 " MAX HORIZONTALLY INTO THE CIRCULATION PATH. EXCEPTIONS: 1. SLOPES NOT STEEPER THAN 1.48 SHALL BE PERMITTED. 504.7 WET CONDITIONS. STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. SHEET + 307.3 POST-MOUNTED OBJECTS. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION PATHS 12" MAX WHEN LOCATED 27" MIN AND 80" MAX ABOVE 2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 404.2.5 SHALL BE PERMITTED. L`H E ET THE FINISH FLOOR OR GROUND.WHERE A SIGN OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER 404.2.5 THRESHOLDS.THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE " HIGH MAX. THAN 12"THE LOWEST EDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 27" MAX OR EXCEPTION: EXISTING OR ALTERED THRESHOLDS 3/4" HIGH MAX THAT HAVE A BEVELED 80" MIN ABOVE THE FINISH FLOOR OR GROUND. EDGE ON EACH SIDE WITH A SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.5. 307.4 VERTICAL CLEARANCE.VERTICAL CLEARANCE SHALL BE 80" HIGH MIN. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80" 404.2.6 DOORS IN SERIES AND GATES IN SERIES.THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48" MIN PLUS THE WIDTH OF DOORS AN1 HIGH.THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE LOCATED 27" MAX ABOVE THE FINISH FLOOR OR GROUND. OR GATES SWINGING INTO THE SPACE. 307.5 REQUIRED CLEAR WIDTH. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. 308 REACH RANGES 308.2 FORWARD REACH. 308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH IS UNOBSTRUCTED,THE HIGH FORWARD REACH SHALL BE 48 "MAX AND THE LOW FORWARD REACH SHALL BE 15" MIN ABOVE THE ADA NOTES FINISH FLOOR OR GROUND. RESIDENTIAL 2010 ADA STANDARDS FOR DESIGN - CONT. FOR FULL DESCRIPTIONS AND ADDITIONAL INFORMATION, REFERENCE 9/15/2010 ADA STANDARDS FOR DESIGN. FOR LOCATIONS OF ADA UNITS, SEE SITE PLAN 040F,CODE Co g5VH ILS 606 LAVATORIES AND SINKS 608.3.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.WHERE A SEAT IS PROVIDED IN STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, GRAB BARS SHALL BE - �' PROVIDED ON THE BACK WALL AND THE SIDE WALL OPPOSITE THE SEAT. GRAB BARS SHALL NOT BE PROVIDED ABOVE THE SEAT. WHERE A SEAT IS NOT PROVIDED IN E 7' UIRED. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS WITH A RISE GREATER THAN 6". 606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ON THREE WALLS. GRAB BARS SHALL BE INSTALLED 6" MAX FROM ADJACENT WALLS. SHALL BE PROVIDED. A 'S SHALL HANDRAILS CONTINUOUSOBETWEOUS EN FLIGHTS OR RUNS.ITHIN THE FULL EXCEPTIONS: OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG 608.3.3 EXCEPTIONS: AND THE SIDE WAELRFOARTHESTF FROM THE COMPARE SHOWER TMENTTS. INENTR ALTERNATE BARS SHALL NOT BE PROVIDETYPE SHOWER D ABOVE THE SEATAG AB BARS SHALLB BARS SHALL BE PB PROVIDED ON 6'E FROM BACK WALL � � A �T O T �rM �poFIELDS`" 1.A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED TO A KITCHEN SINK IN A ADJACENT WALLS. 1� V 1 ►J 505.4 HEIGHT.TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34" MIN AND 38" MAX VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED AND TO WET BARS. ARCHITECTURE, PC HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS,AND RAMP SURFACES. 3.IN RESIDENTIAL DWELLING UNITS, CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND KITCHEN SINK PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS 608.4 SEATS. IN RESIDENTIAL DWELLING UNITS, SEATS SHALL NOT BE REQUIRED IN TRANSFER TYPE SHOWER COMPARTMENTS PROVIDED THAT REINFORCEMENT HAS BEEN ARE MET: INSTALLED IN WALLS SO AS TO PERMIT THE INSTALLATION OF SEATS. 505.5 CLEARANCE. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1'/2" MIN (a) THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE; (b) THE FINISH FLOOR EXTENDS UNDER THE CABINETRY;AND 608.5 CONTROLS. CONTROLS, FAUCETS,AND SHOWER SPRAY UNITS SHALL COMPLY WITH 309.4. 505.6 GRIPPING SURFACE. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. (c) THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHERE PROVIDED, HORIZONTAL 6.THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES. 608.5.1 TRANSFER TYPE SHOWER COMPARTMENTS. IN TRANSFER TYPE SHOWER COMPARTMENTS,THE CONTROLS, FAUCETS,AND SHOWER SPRAY UNIT SHALL BE PROJECTIONS SHALL OCCUR 7.NO MORE THAN ONE BOWL OF A MULTI-BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH 306. INSTALLED ON THE SIDE WALL OPPOSITE THE SEAT 38" MIN AND 48" MAX ABOVE THE SHOWER FLOOR AND SHALL BE LOCATED ON THE CONTROL WALL 15" MAX FROM THE 1'/2" MIN BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. CENTERLINE OF THE SEAT TOWARD THE SHOWER OPENING. 606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34" MAX ABOVE THE FINISH FLOOR OR EXCEPTIONS: GROUND. 608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS. IN STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS,THE CONTROLS, FAUCETS,AND SHOWER SPRAY UNIT 1.WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH SLOPES NOT STEEPER THAN 1:20,THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL BE EXCEPTIONS: SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48"ABOVE THE SHOWER FLOOR. WHERE A SEAT IS PROVIDED,THE CONTROLS, FAUCETS, AND SHOWER PERMITTED TO BE OBSTRUCTED ALONG THEIR ENTIRE LENGTH WHERE THEY ARE INTEGRAL TO CRASH RAILS OR BUMPER GUARDS. 2.IN RESIDENTIAL DWELLING UNIT KITCHENS, SINKS THAT ARE ADJUSTABLE TO VARIABLE HEIGHTS, 29" MIN AND 36" MAX, SHALL BE PERMITTED WHERE ROUGH-IN SPRAY UNIT SHALL BE INSTALLED ON THE BACK WALL ADJACENT TO THE SEAT WALL AND SHALL BE LOCATED 27" MAX FROM THE SEAT WALL. 2.THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8" FOR EACH '12" OF PLUMBING PERMITS CONNECTIONS OF SUPPLY AND DRAIN PIPES FOR SINKS MOUNTED AT THE HEIGHT OF 29". z ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4". 608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS. IN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS,THE CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT 606.4 FAUCETS. CONTROLS FOR FAUCETS SHALL COMPLY WITH 309. HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48"ABOVE THE SHOWER FLOOR. WHERE A SEAT IS PROVIDED,THE CONTROLS, FAUCETS, AND SHOWER 505.7.1 CIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1'/4" MIN AND 2" MAX. SPRAY UNIT SHALL BE LOCATED ON THE SIDE WALL ADJACENT TO THE SEAT 27" MAX FROM THE SIDE WALL BEHIND THE SEAT OR SHALL BE LOCATED ON THE BACK WALL 606.5 EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT OPPOSITE THE SEAT 15" MAX, LEFT OR RIGHT, OF THE CENTERLINE OF THE SEAT.WHERE A SEAT IS NOT PROVIDED,THE CONTROLS, FAUCETS,AND SHOWER SPRAY UNIT 505.7.2 NON-CIRCULAR CROSS SECTIONS. HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4" MIN AND AGAINST CONTACT.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. SHALL BE INSTALLED ON THE SIDE WALL FARTHEST FROM THE COMPARTMENT ENTRY. 6'/4 ° MAX, AND A CROSS-SECTION DIMENSION OF 2'/4" MAX. 607 BATHTUBS 608.6 SHOWER SPRAY UNIT AND WATER.A SHOWER SPRAY UNIT WITH A HOSE 59" LONG MIN THAT CAN BE USED BOTH AS A FIXED-POSITION SHOWER HEAD AND AS A N 505.8 SURFACES. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED HAND-HELD SHOWER SHALL BE PROVIDED.THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSITIVE SHUT-OFF. IF AN ADJUSTABLE-HEIGHT O w . EDGES. 607.2 CLEARANCE. CLEARANCE IN FRONT OF BATHTUBS SHALL EXTEND THE LENGTH OF THE BATHTUB AND SHALL BE 30"WIDE MIN.A LAVATORY COMPLYING WITH 606 SHOWER HEAD ON A VERTICAL BAR IS USED,THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS. SHOWER SPRAY UNITS SHALL DELIVER WATER SHALL BE PERMITTED AT THE CONTROL END OF THE CLEARANCE. WHERE A PERMANENT SEAT IS PROVIDED AT THE HEAD END OF THE BATHTUB,THE CLEARANCE SHALL THAT IS 120°F MAX. 505.9 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. EXTEND 12" MIN BEYOND THE WALL AT THE HEAD END OF THE BATHTUB. = w (� 608.7 THRESHOLDS.THRESHOLDS IN ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE'h" HIGH MAX IN ACCORDANCE WITH 303. IN TRANSFER TYPE SHOWER 505.10 HANDRAIL EXTENSIONS. HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN ACCORDANCE 607.3 SEAT.A PERMANENT SEAT AT THE HEAD END OF THE BATHTUB OR A REMOVABLE IN-TUB SEAT SHALL BE PROVIDED. SEATS SHALL COMPLY WITH 610. COMPARTMENTS,THRESHOLDS'/2" HIGH MAX SHALL BE BEVELED, ROUNDED, OR VERTICAL. WITH 505.10. EXCEPTION:A THRESHOLD 2" HIGH MAX SHALL BE PERMITTED IN TRANSFER TYPE SHOWER COMPARTMENTS IN EXISTING FACILITIES WHERE PROVISION OF A'/2" HIGH Q 1.EXTENSIONS SHALL NOT BE REQUIRED FOR CONTINUOUS HANDRAILS AT THE INSIDE TURN OF 607.4 GRAB BARS. GRAB BARS FOR BATHTUBS SHALL COMPLY WITH 609 AND SHALL BE PROVIDED IN ACCORDANCE WITH 607.4.1 OR 607.4.2. THRESHOLD WOULD DISTURB THE STRUCTURAL REINFORCEMENT OF THE FLOOR SLAB. ^ SWITCHBACK OR DOGLEG STAIRS AND RAMPS. EXCEPTIONS: V) 3.IN ALTERATIONS, FULL EXTENSIONS OF HANDRAILS SHALL NOT BE REQUIRED WHERE SUCH EXTENSIONS WOULD BE HAZARDOUS DUE TO PLAN CONFIGURATION. 2.IN RESIDENTIAL DWELLING UNITS, GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN BATHTUBS LOCATED IN BATHING FACILITIES PROVIDED THAT 608.8 SHOWER ENCLOSURES. ENCLOSURES FOR SHOWER COMPARTMENTS SHALL NOT OBSTRUCT CONTROLS, FAUCETS,AND SHOWER SPRAY UNITS OR OBSTRUCT REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH 607.4. TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. 505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS. RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12" MIN BEYOND THE TOP AND BOTTOM OF r ) RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. 607.4.1 BATHTUBS WITH PERMANENT SEATS. FOR BATHTUBS WITH PERMANENT SEATS, GRAB BARS SHALL BE PROVIDED IN ACCORDANCE WITH 607.4.1. 609 GRAB BARS W 505.10.2 TOP EXTENSION AT STAIRS.AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12" MIN BEGINNING DIRECTLY 607.4.1.1 BACK WALL.TWO GRAB BARS SHALL BE INSTALLED ON THE BACK WALL, ONE LOCATED IN ACCORDANCE WITH 609.4 AND THE OTHER LOCATED 8" MIN AND 10" 609.2 CROSS SECTION. GRAB BARS SHALL HAVE A CROSS SECTION COMPLYING WITH 609.2.1 OR 609.2.2. ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN MAX ABOVE THE RIM OF THE BATHTUB. EACH GRAB BAR SHALL BE INSTALLED 15" MAX FROM THE HEAD END WALL AND 12" MAX FROM THE CONTROL END WALL. ADJACENT STAIR FLIGHT. 609.2.1 CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1'/4" MIN AND 2" MAX. 607.4.1.2 CONTROL END WALL.A GRAB BAR 24" LONG MIN SHALL BE INSTALLED ON THE CONTROL END WALL AT THE FRONT EDGE OF THE BATHTUB. � O 505.10.3 BOTTOM EXTENSION AT STAIRS.AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE 609.2.2 NON-CIRCULAR CROSS SECTION. GRAB BARS WITH NON-CIRCULAR CROSS SECTIONS SHALL HAVE A AT LEAST EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE 607.4.2 BATHTUBS WITHOUT PERMANENT SEATS. FOR BATHTUBS WITHOUT PERMANENT SEATS, GRAB BARS SHALL COMPLY WITH 607.4.2. CROSS-SECTION DIMENSION OF 2" MAX AND A PERIMETER DIMENSION OF 4" MIN AND 4.81' MAX. O U CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 607.4.2.1 BACK WALL.TWO GRAB BARS SHALL BE INSTALLED ON THE BACK WALL, ONE LOCATED IN ACCORDANCE WITH 609.4 AND OTHER LOCATED 8" MIN AND 10" MAX 609.3 SPACING.THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1'/2". THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ^ ' 603 TOILET AND BATHING ROOMS ABOVE THE RIM OF THE BATHTUB. EACH GRAB BAR SHALL BE 24" LONG MIN AND SHALL BE INSTALLED 24" MAX FROM THE HEAD END WALL AND 12" MAX FROM THE ENDS SHALL BE 1'/2" MIN.THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12" MIN. ` V z CONTROL END WALL. EXCEPTION:THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE 1'/2" MIN. (� 603.2 CLEARANCES. 607.4.2.2 CONTROL END WALL.A GRAB BAR 24" LONG MIN SHALL BE INSTALLED ON THE CONTROL END WALL AT THE FRONT EDGE OF THE BATHTUB. 609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MIN AND 36" MAX ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF 603.2.1 TURNING SPACE.TURNING SPACE COMPLYING WITH 304 SHALL BE PROVIDED WITHIN THE ROOM. THE GRIPPING SURFACE.THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH 607.4.1.1 OR 607.4.2.1. 607.4.2.3 HEAD END WALL.A GRAB BAR 12" LONG MIN SHALL BE INSTALLED ON THE HEAD END WALL AT THE FRONT EDGE OF THE BATHTUB. 603.2.2 OVERLAP. REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES,AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. 609.5 SURFACE HAZARDS. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE 607.5 CONTROLS. CONTROLS, OTHER THAN DRAIN STOPPERS, SHALL BE LOCATED ON AN END WALL. CONTROLS SHALL BE BETWEEN THE BATHTUB RIM AND GRAB BAR, AND ROUNDED EDGES. 603.2.3 DOOR SWING. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS SHALL BE PERMITTED TO SWING INTO BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE CENTERLINE OF THE WIDTH OF THE BATHTUB. CONTROLS SHALL COMPLY WITH 309.4. THE REQUIRED TURNING SPACE. 609.6 FITTINGS. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. EXCEPTIONS: 607.6 SHOWER SPRAY UNIT AND WATER. A SHOWER SPRAY UNIT WITH A HOSE 59" LONG MIN THAT CAN BE USED BOTH AS A FIXED-POSITION SHOWER HEAD AND AS A 2.WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND HAND-HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSITIVE SHUT-OFF. IF AN ADJUSTABLE-HEIGHT 609.7 INSTALLATION. GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. SHOWER HEAD ON A VERTICAL BAR IS USED,THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS. BATHTUB SHOWER SPRAY UNITS SHALL THE REQUIRED CLEAR FLOOR SPACE. DELIVER WATER THAT IS 120°F MAX. 603.3 MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" MAX ABOVE THE 609.8 STRUCTURAL STRENGTH.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 607.7 BATHTUB ENCLOSURES. ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS, FAUCETS, SHOWER AND SPRAY UNITS OR OBSTRUCT TRANSFER FROM APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. 35" MAX ABOVE THE FINISH FLOOR OR GROUND. WHEELCHAIRS ONTO BATHTUB SEATS OR INTO BATHTUBS. ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF THE OPEN FACE OF THE BATHTUB. 610 SEATS 603.4 COAT HOOKS AND SHELVES. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN 308. SHELVES SHALL BE LOCATED 40" MIN AND 48" TRAVOIS DESIGN MAX ABOVE THE FINISH FLOOR. 608 SHOWER COMPARTMENTS 610.2 BATHTUB SEATS.THE TOP OF BATHTUB SEATS SHALL BE 17" MIN AND 19" MAX ABOVE THE BATHROOM FINISH FLOOR.THE DEPTH OF A REMOVABLE IN-TUB SEAT 310 W. 19TH TERRACE SHALL BE 15" MIN AND 16" MAX.THE SEAT SHALL BE CAPABLE OF SECURE PLACEMENT. PERMANENT SEATS AT THE HEAD END OF THE BATHTUB SHALL BE 15" DEEP MIN 604 WATER CLOSETS AND TOILET COMPARTMENTS 608.2 SIZE AND CLEARANCES FOR SHOWER COMPARTMENTS. SHOWER COMPARTMENTS SHALL HAVE SIZES AND CLEARANCES COMPLYING WITH 608.2. AND SHALL EXTEND FROM THE BACK WALL TO OR BEYOND THE OUTER EDGE OF THE BATHTUB. KANSAS CITY, MO 64108 P 816.994.8970 604.2 LOCATION.THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE.THE CENTERLINE OF THE WATER CLOSET SHALL BE 608.2.1 TRANSFER TYPE SHOWER COMPARTMENTS.TRANSFER TYPE SHOWER COMPARTMENTS SHALL BE 36"X 36" CLEAR INSIDE DIMENSIONS MEASURED AT THE CENTER 610.3 SHOWER COMPARTMENT SEATS.WHERE A SEAT IS PROVIDED IN A STANDARD ROLL-IN SHOWER COMPARTMENT, IT SHALL BE A FOLDING TYPE, SHALL BE INSTALLED 16" MIN TO 18" MAX FROM THE SIDEWALL OR PARTITION. POINTS OF OPPOSING SIDES AND SHALL HAVE A 36" WIDE MIN ENTRY ON THE FACE OF THE SHOWER ON THE SIDE WALL ADJACENT TO THE CONTROLS, AND SHALL EXTEND FROM THE BACK WALL TO A POINT WITHIN 3 " (75 MM) OF THE COMPARTMENT ENTRY. WHERE A SEAT F 816.994.8974 IS PROVIDED IN AN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT, IT SHALL BE A FOLDING TYPE, SHALL BE INSTALLED ON THE FRONT WALL OPPOSITE THE BACK WALL, 604.3 CLEARANCE. CLEARANCES AROUND WATER CLOSETS AND IN TOILET COMPARTMENTS SHALL COMPLY WITH 604.3. COMPARTMENT. CLEARANCE OF 36"WIDE MIN X 48" LONG MIN MEASURED FROM THE CONTROL WALL SHALL BE PROVIDED. AND SHALL EXTEND FROM THE ADJACENT SIDE WALL TO A POINT WITHIN 3 " (75 MM) OF THE COMPARTMENT ENTRY. IN TRANSFER-TYPE SHOWERS,THE SEAT SHALL EXTEND FROM THE BACK WALL TO A POINT WITHIN 3 " (75 MM) OF THE COMPARTMENT ENTRY.THE TOP OF THE SEAT SHALL BE 604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE 60" MIN MEASURED PERPENDICULAR FROM THE SIDEWALL AND 56" MIN MEASURED PERPENDICULAR FROM 608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS. STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 30" WIDE MIN X 60" DEEP MIN CLEAR INSIDE 17 " MIN AND 19 " MAX ABOVE THE BATHROOM FINISH FLOOR. SEATS SHALL COMPLY WITH 610.3.1 OR 610.3.2. THE REAR WALL. DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES AND SHALL HAVE A 60"WIDE MIN ENTRY ON THE FACE OF THE SHOWER COMPARTMENT. 610.3.1 RECTANGULAR SEATS.THE REAR EDGE OF A RECTANGULAR SEAT SHALL BE 2'/2" MAX AND THE FRONT EDGE 15" MIN AND 16" MAX FROM THE SEAT WALL.THE SIDE 604.3.2 OVERLAP.THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET,ASSOCIATED GRAB BARS, DISPENSERS, 608.2.2.1 CLEARANCE.A 30" WIDE MIN X 60" LONG MIN CLEARANCE SHALL BE PROVIDED ADJACENT TO THE OPEN FACE OF THE SHOWER COMPARTMENT. EDGE OF THE SEAT SHALL BE 1'/2 " MAX FROM THE ADJACENT WALL. SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES,ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. EXCEPTION: A LAVATORY COMPLYING WITH 606 SHALL BE PERMITTED ON ONE 30"WIDE MIN SIDE OF THE CLEARANCE PROVIDED THAT IT IS NOT ON THE SIDE OF THE 610.3.2 L-SHAPED SEATS.THE REAR EDGE OF AN L-SHAPED SEAT SHALL BE 2'/2" MAX AND THE FRONT EDGE 15" MIN AND 16" MAX FROM THE SEAT WALL.THE REAR EDGE CLEARANCE ADJACENT TO THE CONTROLS OR,WHERE PROVIDED, NOT ON THE SIDE OF THE CLEARANCE ADJACENT TO THE SHOWER SEAT. OF THE 1" PORTION OF THE SEAT SHALL BE 1'/2" MAX FROM THE WALL AND THE FRONT EDGE SHALL BE 14" MIN AND 15" MAX FROM THE WALL.THE END OF THE 1" SHALL EXCEPTION: IN RESIDENTIAL DWELLING UNITS,A LAVATORY COMPLYING WITH 606 SHALL BE PERMITTED ON THE REAR WALL 18" MIN FROM THE WATER CLOSET CENTERLINE BE 22" MIN AND 23" MAX FROM THE MAIN SEAT WALL. WHERE THE CLEARANCE AT THE WATER CLOSET IS 66" MIN MEASURED PERPENDICULAR FROM THE REAR WALL. 608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS. ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 36"WIDE AND 60" DEEP MIN CLEAR INSIDE DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES.A 36"WIDE MIN ENTRY SHALL BE PROVIDED AT ONE END OF THE LONG SIDE OF THE COMPARTMENT. 610.4 STRUCTURAL STRENGTH.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS 604.4 SEATS.THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 15" MIN AND 19" MAX MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. SPRUNG TO RETURN TO A LIFTED POSITION. 608.3 GRAB BARS. GRAB BARS SHALL COMPLY WITH 609 AND SHALL BE PROVIDED IN ACCORDANCE WITH 608.3.WHERE MULTIPLE GRAB BARS ARE USED, REQUIRED HORIZONTAL GRAB BARS SHALL BE INSTALLED AT THE SAME HEIGHT ABOVE THE FINISH FLOOR. 611 WASHING MACHINES AND CLOTHES DRYERS 604.5 GRAB BARS. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 609. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND EXCEPTIONS: ON THE REAR WALL. 2.IN RESIDENTIAL DWELLING UNITS, GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN SHOWERS LOCATED IN BATHING FACILITIES PROVIDED THAT 611.2 CLEAR FLOOR SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 POSITIONED FOR PARALLEL APPROACH SHALL BE PROVIDED.THE CLEAR FLOOR OR REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH 608.3. GROUND SPACE SHALL BE CENTERED ON THE APPLIANCE. 2.IN RESIDENTIAL DWELLING UNITS, GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN TOILET OR BATHROOMS PROVIDED THAT REINFORCEMENT HAS BEEN REVISION DATE INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH 604.5. 608.3.1 TRANSFER TYPE SHOWER COMPARTMENTS. IN TRANSFER TYPE COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ACROSS THE CONTROL WALL AND BACK WALL TO 611.3 OPERABLE PARTS. OPERABLE PARTS, INCLUDING DOORS, LINT SCREENS, AND DETERGENT AND BLEACH COMPARTMENTS SHALL COMPLY WITH 309. A POINT 18" FROM THE CONTROL WALL. 604.5.1 SIDE WALL.THE SIDE WALL GRAB BAR SHALL BE 42" LONG MIN, LOCATED 12" MAX FROM THE REAR WALL AND EXTENDING 54" MIN FROM THE REAR WALL. 611.4 HEIGHT.TOP LOADING MACHINES SHALL HAVE THE DOOR TO THE LAUNDRY COMPARTMENT LOCATED 36" MAX ABOVE THE FINISH FLOOR. FRONT LOADING MACHINES 25%SET 6/19/2020 608.3.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS. WHERE A SEAT IS PROVIDED IN STANDARD ROLL- IN TYPE SHOWER COMPARTMENTS, GRAB BARS SHALL BE SHALL HAVE THE BOTTOM OF THE OPENING TO THE LAUNDRY COMPARTMENT LOCATED 15" MIN AND 36" MAX ABOVE THE FINISH FLOOR. 50%SET 8/14/2020 604.5.2 REAR WALL.THE REAR WALL GRAB BAR SHALL BE 36" LONG MIN AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12" MIN ON ONE SIDE AND 24" MIN ON PROVIDED ON THE BACK WALL AND THE SIDE WALL OPPOSITE THE SEAT. GRAB BARS SHALL NOT BE PROVIDED ABOVE THE SEAT. WHERE A SEAT IS NOT PROVIDED IN 75%SET 9/10/2020 THE OTHER SIDE. STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ON THREE WALLS. GRAB BARS SHALL BE INSTALLED 6" MAX FROM ADJACENT WALLS. 100% PERMIT SET 12/15/2020 PERMITSET-ADDENDUM 5/21/2021 EXCEPTIONS: 1.THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24" LONG MIN, CENTERED ON THE WATER CLOSET,WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36" MIN DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET. 604.6 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. SHEET AN2 ADA NOTES RESIDENTIAL 2010 ADA STANDARDS FOR DESIGN - CONT. UNIVERSAL DESIGN RECOMMENDATIONS (SEE STEPLESS ENTRANCES FOR VISITABLE FOR CODE Co 'T Y8 :HENS AND KITCHENETTES STEPLESS ENTRANCES G1 AT LEAST ONE STEPLESS ENTRANCE IS ESSENTIAL C F"RANCE. WHERE A PASS THROUGH KITCHEN IS PROVIDED, CLEARANCES SHALL COMPLY WITH 804.2.1. WHERE A U-SHAPED KITCHEN IS PROVIDED, CLEARANCES • MORE THAN ONE ST ENTRANCE IS PREFERRED. • IF ONLY ONE,NOT THRR OUG OUG H A GARAGE OR FROM A PATIO OR RAISED DECK. C IPLY WITH 804.2.2. • LEVEL BRIDGES TO UPHILL POINT. CA! V o • DRIVEWAY AND GARAGE ELEVATED TO FLOOR LEVEL SO VEHICLES DO THE CLIMBING. M CO C SPACES THAT DO NOT PROVIDE A COOKTOP OR CONVENTIONAL RANGE SHALL NOT BE REQUIRED TO EARTH BERM AND BRIDGE WITH SLOPING WALK. TRAVOIS rOFIEL PLY TH 804.2. SITE GRADING AND EARTH WORK(WITH FOUNDATION WATERPROOFING)AND SLOPING WALKS AT 1:20 MAXIMUM SLOPE. ARCHITECTURE, PC 804.2.1 PASS THROUGH KITCHEN. IN PASS THROUGH KITCHENS WHERE COUNTERS,APPLIANCES OR CABINETS ARE ON TWO OPPOSING SIDES, OR WHERE COUNTERS, ENTRANCE FEATURES APPLIANCES OR CABINETS ARE OPPOSITE A PARALLEL WALL, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN • ONE-HALF INCH MAXIMUM RISE AT ENTRANCE THRESHOLDS. • MINIMUM 5'X 5'LEVEL CLEAR SPACE INSIDE AND OUTSIDE ENTRY DOOR.(CAN BE SMALLER IF AUTOMATIC POWER DOOR PROVIDED.) KITCHEN WORK AREAS SHALL BE 40" MIN PASS THROUGH KITCHENS SHALL HAVE TWO ENTRIES. 0 POWER DOOR OPERATORS WHENEVER POSSIBLE. • WEATHER PROTECTION SUCH AS A PORCH,STOOP WITH ROOF,AWNING,LONG ROOF OVERHANG,AND/OR CARPORT. 804.2.2 U-SHAPED. IN U-SHAPED KITCHENS ENCLOSED ON THREE CONTIGUOUS SIDES, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, BUILT-IN SHELF, BENCH OR TABLE WITH KNEE SPACE BELOW LOCATED OUTSIDE THE DOOR. OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 60" MIN. • FULL LENGTH SIDELIGHTS,WINDOWS IN DOORS,AND/OR WINDOWS NEARBY. 804.3 KITCHEN WORK SURFACE. IN RESIDENTIAL DWELLING UNITS REQUIRED TO COMPLY WITH 809,AT LEAST ONE 30"WIDE MIN SECTION OF COUNTER SHALL PROVIDE A WIDE-ANGLE VIEWERS AND TV MONITORS. KITCHEN WORK SURFACE THAT COMPLIES WITH 804.3. LIGHTED DOORBELL AT A REACHABLE HEIGHT,INTERCOM WITH PORTABLE TELEPHONE LINK,AND/OR HARDWIRED INTERCOM. • LIGHT OUTSIDE ENTRY DOOR AND MOTION DETECTOR CONTROLLED LIGHTS. • HOUSE NUMBER SHOULD BE LARGE,HIGH CONTRAST, LOCATED IN A PROMINENT PLACE. 804.3.1 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED.THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE KITCHEN WORK SURFACE AND SHALL PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH 306. INTERIOR CIRCULATION Cj • AN OPEN PLAN DESIGN. EXCEPTION: CABINETRY SHALL BE PERMITTED UNDER THE KITCHEN WORK SURFACE PROVIDED THAT ALL OF • AT LEAST ONE BEDROOM AND ACCESSIBLE BATHROOM SHOULD BE LOCATED ON AN ACCESSIBLE GROUND FLOOR ENTRY LEVEL(SAME LEVEL AS KITCHEN,LIVING ROOM, ETC.). • CLEAR DOOR OPENING WIDTH(32"MINIMUM,34"-36"WIDE DOORS), FOR ALL DOORWAYS. THE FOLLOWING CONDITIONS ARE MET: FLUSH THRESHOLDS AT ALL DOORWAYS. (a)THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE KITCHEN WORK SURFACE; CLEAR FLOOR SPACE(18"MINIMUM) BESIDE DOOR ON PULL SIDE AT LATCH JAMB. (b)THE FINISH FLOOR EXTENDS UNDER THE CABINETRY;AND • CIRCULATION ROUTE 42"MINIMUM WIDTH. (c)THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. • TURNING SPACE IN ALL ROOMS(5'DIAMETER). cn 804.3.2 HEIGHT.THE KITCHEN WORK SURFACE SHALL BE 34" MAX ABOVE THE FINISH FLOOR OR GROUND. VERTICAL CIRCULATION • ALL STAIRS SHOULD BE APPROPRIATE WIDTH AND HAVE SPACE AT THE BOTTOM FOR LATER INSTALLATION OF A PLATFORM LIFT, IF NEEDED. ^ ' EXCEPTION: A COUNTER THAT IS ADJUSTABLE TO PROVIDE A KITCHEN WORK SURFACE AT VARIABLE HEIGHTS, • IF A TWO-STORY DWELLING:AT LEAST ONE SET OF STACKED CLOSETS,PANTRIES,OR STORAGE SPACES WITH KNOCKOUT FLOOR OR A RESIDENTIAL ELEVATOR WITH MINIMUM 3'X 4'CLEAR FLOOR AREA INSTALLED AT o ` V THE TIME OF INITIAL CONSTRUCTION. ^' 29" MIN AND 36" MAX, SHALL BE PERMITTED. • STAIR HANDRAILS TO EXTEND HORIZONTALLY BEYOND TOP AND BOTTOM RISERS. ` V • STEADY USERS AT TOP AND BOTTOM OF STAIRS W 804.3.3 EXPOSED SURFACES.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE WORK SURFACE COUNTERS. BATHROOMS (� 804.5 STORAGE. AT LEAST 50 PERCENT OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH 811. • WHEN MORE THAN ONE BATHROOM IS PROVIDED,ALL SHOULD MEET THE FOLLOWING CRITERIA,INC.BATHROOMS ON THE SECOND FLOOR. • AT LEAST ONE BATHROOM MUST HAVE ONE OF THE FOLLOWING ACCESSIBLE BATHING FIXTURES:MINIMUM 5'X 3' (4'PREFERRED),CURBLESS SHOWER OR TUB WITH INTEGRAL SEAT,WATERPROOF FLOOR,AND A 804.6 APPLIANCES.WHERE PROVIDED, KITCHEN APPLIANCES SHALL COMPLY WITH 804.6. FLOOR DRAIN. • OTHER BATHROOMS IN THE SAME HOUSE MAY HAVE A TUB WITH AN INTEGRAL SEAT OR A 3'X 3'TRANSFER SHOWER WITH"L"SHAPED FOLDING SEAT AND 1/2"MAXIMUM LIP(CURB)IN LIEU OF FIXTURES DESCRIBED r n ABOVE.WHEN POSSIBLE,ARRANGE AT LEAST ONE SHOWER CONTROL FOR RIGHT-HAND USE AND ONE FOR LEFT-HAND USE. �+ 804.6.1 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE PROVIDED AT EACH KITCHEN APPLIANCE. CLEAR FLOOR OR ADEQUATE MANEUVERING SPACE:60"0 TURNING SPACE IN THE ROOM AND 30"X 48"CLEAR FLOOR SPACES AT EACH FIXTURE.SPACES MAY OVERLAP. GROUND SPACES SHALL BE PERMITTED TO OVERLAP. • CLEAR SPACE(T)IN FRONT OF AND TO ONE SIDE OF TOILET. • TOILET CENTERED 18"FROM ANY SIDE WALL,CABINET,OR TUB. ' )^ 804.6.2 OPERABLE PARTS.ALL APPLIANCE CONTROLS SHALL COMPLY WITH 309. BROAD BLOCKING IN WALLS AROUND TOILET,TUB,AND SHOWER FOR FUTURE PLACEMENT AND RELOCATION OF GRAB BARS. v • GRAB BARS SHOULD NOT BE STAINLESS STEEL OR CHROME.USE COLORS TO MATCH DECOR. EXCEPTIONS: . LAVATORY COUNTER HEIGHT 32"MINIMUM. uj 1. APPLIANCE DOORS AND DOOR LATCHING DEVICES SHALL NOT BE REQUIRED TO COMPLY WITH 309.4. • KNEE SPACE UNDER LAVATORY(29"HIGH).MAY BE OPEN KNEE SPACE OR ACHIEVED BY MEANS OF REMOVABLE VANITY OR FOLDBACK OR SELF-STORING DOORS.PIPE PROTECTION PANELS MUST BE PROVIDED TO M 2. BOTTOM-HINGED APPLIANCE DOORS,WHEN IN THE OPEN POSITION, SHALL NOT BE REQUIRED TO COMPLY WITH 309.3. PREVENT CONTACT WITH HOT OR SHARP SURFACES. • COUNTERTOP LAVATORIES PREFERRED WITH BOWL MOUNTED AS CLOSE TO FRONT EDGE AS POSSIBLE. 804.6.3 DISHWASHER. CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED ADJACENT TO THE DISHWASHER DOOR.THE DISHWASHER DOOR, IN THE OPEN POSITION, WALL HUNG LAVATORIES ACCEPTABLE WITH APPROPRIATE PIPE PROTECTION. O SHALL NOT OBSTRUCT THE CLEAR FLOOR OR GROUND SPACE FOR THE DISHWASHER OR THE SINK. PEDESTAL LAVATORIES ARE NOT ACCEPTABLE. O • LONG MIRRORS SHOULD BE PLACED WITH BOTTOM NO MORE THAN 36"ABOVE FINISHED FLOOR AND TOP AT LEAST 72"HIGH. 804.6.4 RANGE OR COOKTOP.WHERE A FORWARD APPROACH IS PROVIDED,THE CLEAR FLOOR OR GROUND SPACE SHALL PROVIDE KNEE AND TOE CLEARANCE COMPLYING FIXTURE CONTROLS Q WITH 306.WHERE KNEE AND TOE SPACE IS PROVIDED,THE UNDERSIDE OF THE RANGE OR COOKTOP SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PREVENT BURNS, • OFFSET CONTROLS IN TUB/SHOWER WITH ADJACENT CLEAR FLOOR SPACE. ^ ' ABRASIONS, OR ELECTRICAL SHOCK.THE LOCATION OF CONTROLS SHALL NOT REQUIRE REACHING ACROSS BURNERS. • SINGLE-LEVER WATER CONTROLS AT ALL PLUMBING FIXTURES AND FAUCETS. ` V • PRESSURE BALANCED ANTI-SCALD VALVES AT TUBS AND SHOWERS. 804.6.5 OVENS • ADJUSTABLE HEIGHT,MOVABLE HAND-HELD SHOWER HEAD OR 60"-72" FLEXIBLE HOSE ALLOWS EASY USE BY PEOPLE OF ALL HEIGHTS. • HAND-HELD SHOWER HEADS IN ALL TUBS AND SHOWERS, IN ADDITION TO FIXED HEADS,IF PROVIDED.SINGLE-LEVER DIVERTER VALVES IF NEEDED. •804.6.5.1 SIDE-HINGED DOOR OVENS. SIDE-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE REQUIRED BY 804.3 POSITIONED ADJACENT TO THE LATCH SIDE OF THE MIXER VALVE WITH PRESSURE BALANCING AND HOT WATER LIMITER. OVEN DOOR. KITCHENS • SPACE BETWEEN FACE OF CABINETS AND CABINETS AND WALLS SHOULD BE 48" MINIMUM. 804.6.5.2 BOTTOM-HINGED DOOR OVENS. BOTTOM-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE REQUIRED BY 804.3 POSITIONED ADJACENT TO ONE SIDE OF THE • CLEAR KNEE SPACE(MINIMUM 29"HIGH)UNDER SINK(MUST HAVE PIPE PROTECTION),COUNTERS,AND COOK TOPS.MAY BE OPEN KNEE SPACE OR ACHIEVED BY MEANS OF REMOVABLE BASE CABINETS OR DOOR. FOLD-BACK OR SELF-STORING DOORS. • VARIABLE HEIGHT(28"-42")WORK SURFACES SUCH AS COUNTERTOPS,SINKS,AND OR COOKTOPS. MAY BE MECHANICALLY ADJUSTABLE IN 2"INCREMENTS OR BE ELECTRICALLY POWERED,THROUGH A CONTINUOUS RANGE. 804.6.5.3 CONTROLS. OVENS SHALL HAVE CONTROLS ON FRONT PANELS. CONTRASTING COLOR BORDER TREATMENT ON COUNTERTOPS. • MAKES IT EASIER TO REPAIR DAMAGED EDGES WITHOUT MATCHING ENTIRE COUNTERTOP. 804.6.6 REFRIGERATOR/FREEZER. COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE 54" MAX ABOVE THE FINISH STRETCHES OF CONTINUOUS COUNTERTOPS PARTICULARLY BETWEEN REFRIGERATOR,SINK,AND STOVE TOP. FLOOR OR GROUND.THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH TO THE SPACE DEDICATED TO A REFRIGERATOR/FREEZER • ADJUSTABLE HEIGHT SHELVES IN WALL CABINETS. WITH THE CENTERLINE OF THE CLEAR FLOOR OR GROUND SPACE OFFSET 24" MAX FROM THE CENTERLINE OF THE DEDICATED SPACE. • FULL-EXTENSION, PULL-OUT DRAWERS,SHELVES AND RACKS IN BASE CABINETS. • FULL HEIGHT PANTRY STORAGE WITH EASY ACCESS PULL-OUT AND/OR ADJUSTABLE HEIGHT SHELVES. 809 MISC. - RESIDENTIAL DWELLING UNITS • FRONT-MOUNTED CONTROLS ON ALL APPLIANCES. • COOKTOP OR RANGE WITH STAGGERED BURNERS AND FRONT OR SIDE-MOUNTED CONTROLS. • GLARE-FREE TASK LIGHTING TO ILLUMINATE WORK AREAS WITHOUT TOO MUCH REFLECTIVITY. 809.2 ACCESSIBLE ROUTES.ACCESSIBLE ROUTES COMPLYING WITH CHAPTER 4 SHALL BE PROVIDED WITHIN • SIDE-BY-SIDE REF.WITH PULL OUT SHELVING OR UNDER COUNTER OR DRAWER TYPE REF. INSTALLED ON RAISED PLATFORMS. TRAVOIS DESIGN RESIDENTIAL DWELLING UNITS IN ACCORDANCE WITH 809.2. BUILT-IN OVEN WITH KNEE SPACE BESIDE,SET FOR ONE PULL-OUT OVEN RACK AT THE SAME HEIGHT AS ADJACENT COUNTERTOP. 310 W. 19TH TERRACE • DROP-IN RANGE WITH KNEE SPACE BESIDE,TOP SET AT 34"ABOVE FINISHED FLOOR. EXCEPTION: ACCESSIBLE ROUTES SHALL NOT BE REQUIRED TO OR WITHIN UNFINISHED ATTICS OR UNFINISHED BASEMENTS. DISHWASHER RAISED ON A PLATFORM OR DRAWER UNIT,SO TOP RACK IS LEVEL WITH ADJACENT COUNTERTOP. KANSAS CITY, MO 64108 • SINGLE-LEVER WATER CONTROLS AT ALL PLUMBING FIXTURES AND FAUCETS. P 816.994.8970 809.2.1 LOCATION. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES AND ELEMENTS WHICH ARE A PART OF THE RESIDENTIAL DWELLING UNIT. WHERE ONLY LAUNDRY AREAS F 816.994.8974 ONE ACCESSIBLE ROUTE IS PROVIDED, IT SHALL NOT PASS THROUGH BATHROOMS, CLOSETS, OR SIMILAR SPACES. • FRONT-LOADING WASHERS AND DRYERS,WITH FRONT CONTROLS,RAISED ON PLATFORMS. • LAUNDRY SINK AND COUNTERTOP SURFACE NO MORE THAN 34"ABOVE FINISHED FLOOR WITH KNEE SPACE BELOW. 809.2.2 TURNING SPACE.ALL ROOMS SERVED BY AN ACCESSIBLE ROUTE SHALL PROVIDE A TURNING SPACE CLEAR FLOOR SPACE 36"WIDE ACROSS FULL WIDTH IN FRONT OF WASHER AND DRYER AND EXTENDING AT LEAST 18" BEYOND RIGHT AND LEFT SIDES.(EXTENDED SPACE CAN BE PART OF KNEE SPACE UNDER COMPLYING WITH 304. COUNTER TOPS,SINK,ETC.) EXCEPTION:TURNING SPACE SHALL NOT BE REQUIRED IN EXTERIOR SPACES 30" MAX IN DEPTH OR WIDTH. STORAGE • 50%OF ALL STORAGE SHOULD BE LESS THAN 54" HIGH. • ADJUSTABLE HEIGHT CLOSET RODS AND SHELVES. 809.4 TOILET FACILITIES AND BATHING FACILITIES.AT LEAST ONE BATHROOM SHALL COMPLY WITH 603. NO FEWER THAN ONE OF EACH TYPE OF FIXTURE PROVIDED SHALL • POWER OPERATED CLOTHING CAROUSELS. COMPLY WITH APPLICABLE REQUIREMENTS OF 603 THROUGH 610.TOILET AND BATHING FIXTURES REQUIRED TO COMPLY WITH 603 THROUGH 610 SHALL BE LOCATED IN THE • MOTORIZED CABINETS THAT RAISE AND LOWER. SAME TOILET AND BATHING AREA, SUCH THAT TRAVEL BETWEEN FIXTURES DOES NOT REQUIRE TRAVEL BETWEEN OTHER PARTS OF THE RESIDENTIAL DWELLING UNIT. GARAGES AND CARPORTS 811 STORAGE • POWER OPERATED OVERHEAD DOORS. • 8' MINIMUM DOOR HEIGHT OR ALTERNATE ON-SITE PARKING FOR TALL VEHICLES. • EXTRA LENGTH AND WIDTH AROUND CARS. 811.1 GENERAL. STORAGE SHALL COMPLY WITH 811. • SLOPED GARAGE FLOOR(W/THRU-WALL VENTS AT BOTTOM OF SLOPE TO RELEASE FUMES)IN LIEU OF STEPPED ENTRANCE W/RAMP. • AVOID RAMPS IN GARAGES. 811.2 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE PROVIDED. DECKS 811.3 HEIGHT. STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED IN 308. BUILD DECK AT SAME LEVEL AS HOUSE FLOOR. • KEEP DECK CLEAR OF THE HOUSE AND USE SLATTED DECKING FOR POSITIVE DRAINAGE. 811.4 OPERABLE PARTS. OPERABLE PARTS SHALL COMPLY WITH 309. HARDWARE • LEVER DOOR HANDLES REVISION DATE CHAPTER 9: BUILT-IN ELEMENTS • PUSH PLATES • LOOP HANDLE PULLS ON DRAWERS AND CABINET DOORS-NO KNOBS TOUCH LATCHES 25%SET 6/19/2020 902 DINING SURFACES AND WORK SURFACES • MAGNETIC LATCHES IN LIEU OF MECHANICAL LOCKS 50%SET 8/14/2020 75%SET 9/10/2020 HOME AUTOMATION 100% PERMIT SET 12/15/2020 902.2 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE • MOTION DETECTOR LIGHT SWITCHES IN GARAGES,UTILITY SPACES,ENTRANCES,AND BASEMENTS. PERMIT SET-ADDENDUM 5/21/2021 CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED. REMOTE CONTROLS FOR SELECTED LIGHTS. • REMOTE CONTROLS FOR HEATING AND COOLING. 902.3 HEIGHT.THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28" MIN AND • DOORBELL INTERCOMS THAT CONNECT TO PORTABLE TELEPHONES. 34" MAX ABOVE THE FINISH FLOOR OR GROUND. AUDIBLE AND VISUAL ALARMS FOR DOORBELL,BABY MONITOR,SMOKE DETECTORS, ETC. LIGHT AND COLOR • COLOR CONTRAST BETWEEN FLOOR SURFACES AND TRIM.AVOID GLOSSY SURFACES. • COLOR CONTRAST DIFFERENCE BETWEEN STAIR TREADS AND RISERS. • EMPHASIZE LIGHTING AT STAIRS,ENTRANCES AND TASK LIGHTING. • AMBIENT,FOCUSED,AND VARIABLE LIGHTING. • CONTRAST BETWEEN COUNTERTOPS AND FRONT EDGES OR CABINET FACES. SWITCHES AND CONTROLS SHEET • LIGHT SWITCHES 44"-48"HIGH,AND THERMOSTATS 48"MAXIMUM HEIGHT. • EASY-TOUCH ROCKER OR HANDS FREE SWITCHES. (SEE HOME AUTOMATION.) • ELEC.OUTLETS AT BEDS&DESKS, FOUR-PLEX BOXES EACH SIDE FOR COMPUTER&ELECTRONIC EQUIP. AS WELL AS PERSONAL USE EQUIP. • ELECTRICAL OUTLETS, 18" MINIMUM HEIGHT. • ELECTRICAL PANEL WITH TOP NO MORE THAN 54"ABOVE FLOOR LOCATED WITH A MINIMUM 30"X 48"CLEAR FLOOR SPACE IN FRONT. AN3 WINDOWS • WINDOWS FOR VIEWING,36"MAXIMUM SILL HEIGHT. • LONGER LENGTH WINDOWS ADD MORE NATURAL LIGHT AND ELEGANCE TO ROOMS. • USE CASEMENT,AWNING, HOPPER,OR JALOUSIE STYLE WINDOWS. • USE CRANK OPERATED STYLE AND POWER OPERATORS WHENEVER POSSIBLE. ADA, SENSORY & SLIDING DOORS UNIVERSAL DESIGN • EXT.SLIDING DOORS: DROP FRAME AND THRESHOLD INTO SUBFLOOR TO REDUCE HEIGHT OF TRACK,OR RAMP THE FINISHED FLOOR TO TOP OF TRACK. • INT. POCKET DOORS:WHEN FULLY OPEN DOOR SHOULD EXTEND 2" MIN.OUTSIDE DOOR JAMB&BE EQUIPPED W/OPEN-LOOP HANDLES FOR EASY GRIPPING. NOTES 0 BY PASSING CLOSET DOORS:EACH PANEL SHOULD CREATE AN OPENING AT LEAST 32"CLEAR. aFOR cony Co wow 1TY Off{ GENERAL NOTES N�✓��� Og�w�oz 1. SEE CIVIL DRAWINGS AND ARCHITECTURAL FLOORPLANS FOR ADDITIONAL �roFELn1r�54 INFORMATION NOT SHOWN. T R A V O I Sm S88e39 37 E(C) 334.19'(R) 334.18'(C) 2. ADA HOMES AS NOTED ON SITE PLAN. ALL HOME PLANS ARE DESIGNED TO ARCHITECTURE, PC BE ADAPTABLE TO MEET 2010 ADA STANDARDS FOR DESIGN. - - - - 3. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS. NEo n�4 4. CONTRACT MUST BE PROVIDED FOR ON GOING MONITORING SERVICES BY N ° SOILS ENGINEER DURING CONSTRUCTION AND REPORTS PROVIDED ° ° 1 2 INDICATING SOIL CONDITIONS ARE BEING MAINTAINED PER GEOTECH 4 �`S REPORT AND AS REQUIRED BY STRUCTURAL ENGINEER FOR FOUNDATION DESIGN. Noy 5. INSTALL CLEARLY MARKED ADDRESS LABELS AT THE FRONT OF EACH HOME (SEE PROJECT MANUAL) RAIN RAIN 6. CONCRETE DRIVEWAYS AND SIDEWALKS PER CIVIL NE i al Ir � � GARDEN O®� a ° Q° d GARDEN ° l B ®� "�," ®� ° 4 ° d 7. CONCRETE C.I.P. CARPORT PARKING AREA PER STRUCTURAL ° ° ° ° N d 4 I °I° $ 4 ° ° 4 8. SLOPE FINAL GRADE AWAY FROM HOME PER CIVIL ~ N El a 6 5 ° w 4 4 9. SEE CIVIL SHEET FOR ALL GRADING AND BUILDING LOCATION w INFORMATION. 4 14 10. PROVIDE CONSTRUCTION IDENTIFICATION SIGN PER SPECIFICATIONS. 11. SEE LANDSCAPING DRAWINGS FOR LANDSCAPE AND PLAYGROUND DESIGN 12. 2% MAX SLOPE AT ADA PARKING RE: CIVIL 4-j uj =4 °7,4 ' ° 4 ° ° . ° ° ° ° ° ❑ O � /i 4 d 00 r ° s n T: - ---- - - - - - - 9:1 10 SNEp a ° CC _ ° m rn � Q 4 ° R PSG ° °4 4 O®O 0®O ° �o 4 d u �vSE N RAIN ° ARDE ° d fl PLAYGROUND ° 4 ° d I ° d 14 13 TRAVOIS DESIGN RPG� I I 310 W. 19TH TERRACE (;P KANSAS CITY, MO 64108 L - I P 816.994.8970 F 816.994.8974 N88e26'05"W(C) 334.48'(R) n UNIT LIST LOT # BUILDING TYPE UNIT TYPE BATHS TOTAL SF SHEET # NOTES 1 SF 2 BEDROOM 1 .5 985 A200 - 2 SF 2 BEDROOM 1 .5 985 A200 ADA 3 SF 2 BEDROOM 1 .5 985 A200 - 4 SF 2 BEDROOM 1 .5 985 A200 - REVISION DATE 5 SF 2 BEDROOM 1 .5 985 A200 SENSORY 25%SET 6/19/2020 6 SF 75 9 2 BEDROOM 1 .5 985 A200 - %SET /10/2020 %SET /10/2020 7 SF 2 BEDROOM 1 .5 985 A200 - PERM PERMIT SET 122152202E PERMIT SET-ADDENDUMQ 5/21/2021 8 SF 2 BEDROOM 1 .5 985 A200 - 9 SF 2 BEDROOM 1 .5 985 A200 - 10 SF 2 BEDROOM 1 .5 985 A200 - 11 SF 2 BEDROOM 1 .5 985 A200 - 12 SF 2 BEDROOM 1 .5 985 A200 ADA 13 SF 2 BEDROOM 1 .5 985 A200 - SHEET 14 SF 2 BEDROOM 1 .5 985 A200 ADA CC 1 ,868 A300 & A301 Al 00 SITE PLAN SITE PLAN Scale: NTS oR cony 2_p 1' 6" 2'-6" 1'-6" 3'-0" FP GENERAL NOTES �QF Q1,ole sw� G1T Y {�2 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION N �" 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES T �•, 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN tw oz 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS 00 0 � TRAVOIS ✓�� see `" rrra.f 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS ARCHITECTURE, PC 8 LEGEND FOR CLARIFICATIONS 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. LOW RANGEHooD8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. SWITCH, REACHAX . 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR DEPTH SIDE REACH 01 .N10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 3 1/2" FROM NEAREST STUD WALL, U.N.O. Iti 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 2" WATER RESISTANT GYP. A B 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED T0: CABINETS, SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS, PROVIDE BLOCKING IN ALL BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO PAINTING. N 14,SE A402 0 YP:WA L Y_PES / \ 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: N 2 ROOF/ATTIC ASSEMBLY- R-49 / A203 1 2 EXTERIOR CAVITY WALLS- R-21 ^ ' SLAB- R-10 (UNDER ENTIRE SLAB) V co c / Y214 A2041 A RADON SYSTEM PER �P ETS & DETAIL 3/A402FIXED,ADA 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS COMPLIANT APRON \ w 9'— 0" 11'-1" 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40, 5�CH REMOVABLE CABINET o BASE W/CONTINUOUS \ "' 5'-62, 4'-11" A CF_M/s •F �� FLOOR UNDER 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 Q 2'-0" 3'-0" 1'_3�' 21_611 21_611 -5—62 C D I El L41 KEYNOTES = C 0 6 ❑ ❑ BATHROOM\ o [ FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) ~ v J 8'-9"x10'-4" �I 2❑ REFRIGERATOR (RE: SPECIFICATIONS) 4-1 w KITCHEN I [ KITCHEN SINK (PER PLUMBING SHEETS) \M/ 4 201 a ° ' 201 C TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) Scale: 1/4 = 1 -0 BEDROOM 1 BEDROOM �, 5❑ BATHROOM VANITY SEE INTERIOR ELEVATIONS AND SINK PER PLUMBING SHEETS). ADA 10'-8"x12'-0" \ _ _ 10'-11"x11'- T ( ) ( ) JE VANITY AT ADA UNITS. C� O N 202 1 6 BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER O B ❑ CURTAIN ROD, MIRROR ONE BEHIND ALL SINKS), MEDICINE CABINET FULL BATHS ONLY), AND WH ® K GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION C) //� /�\ SHEETS). zoo 204 1 71 PROVIDE (4) TIERS OF 16 DEEP SHELVING INSTALLED AT 20 , 30 , 52 AND 68 AFF. (� Q O ® /=W ® CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) zl 296 9 WASHER AND DRYER RE: SPECIFICATIONS N ❑ ( ) � 203 � �— � W I ❑o _ ��+�-► ►— — — — ❑5 1 BATH [±1 I _ ` till 10 PRE FINISHED 5" GUTTER AND 2"X3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT 6 N II \�1= �_ 6 2 3 JI �� �� _ N TERMINATES 5'-O" FROM FOUNDATION. 11 KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE 0 7 BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR E L 201 EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH _ - z 203 B 4 REMOVABLE BASE AT SINK LOCATION. 5 N E 0 4 00 a 100 A203 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER N 3 7 1 BASE AND FLOOR. SLOPE CONCRETE 2% TO DRAIN. SEE A002 FOR TILE SPECS. A203 _ 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS I I 13 i' LIVING/DINING 1 AND CARPORTS. 200 '-3"X14'-8" N 14 ATTIC ACCESS HATCH PER SPECIFICATION TRAVOIS DESIGN 3 05 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 310 W. 19TH TERRACE I A204 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. KANSAS CITY, MO 64108 � � � I CARPORT 1 /2 BATH N O 1 KITCHEN ID 3'-0"x20'- " SHELF ABOVE WASHER/DRYER P 816.994.8970 1 1�$ SOFFIT PANEL PER SPECIFICATION. F 816.994.8974 Oi O 1 0-8 X14-8 i 19 LAP SIDING PER SPECIFICATION. Scale: 1/4'' = 1 '-0" 15 11 0 I LEGEND IETI I I DW 1 METAL ROOF FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. 100 1 D B 10 103 LAP SIDING, 5'-3" O 21'-1" 0 5'-2, O COLORS TBD FLAT CEILING, HEIGHT AFF j I '1 11 � STORAGE A BY OWNER. AS NOTED, FIN. PER SCHED. GRAB BARS TO BE El COVERED 12-6 X3-0 VERTICAL SIDING, LP SMARTSIDE SOFFIT INSTALLED AT ALL T� ADA UNITS `� COLORS TBD BOARD VENTED WHERE ADJ. PORCH U 0 I I I � �� � �� I I I 1 I BY OWNER. TO ATTIC AT OUTRIGGERS 11-6 X 7-0 F6 GRAB BAR BLOCKING TO BE INSTALLED AT Q ALL UNITS O � � FIXED,ADA nz^ m . � Q 8„ 9,-4„ 9,-4„ COMPLIANTL J REVISION DATE APRON 31'-6" 6'-7" 6'-11' REMOVABLE BASE M E BINET W/CONTINUOUSH,H, 45 25%SET 6/19/2020 FLOOR UNDER 3-6" 6' 50%SET 8/14/2020 7 5%SET 9/10/2020 1 A B o PERMIT SET A203 PERMIT SE-ADD MD ENDU 5/21/20210 FLOOR PLAN ° Scale: 1/4'' = V-0" SHEET A200 TWO BEDROOM FLOOR PLAN & BATHROOM INTERIOR ELEVATIONS Scale: 1/4'' = 1 '-0" oRCon � GENERAL NOTES �QF O� 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES N y ���•, z 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN RCoR 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS T R A v O I SM �'OFIELn�� 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS ARCHITECTURE, PC LEGEND FOR CLARIFICATIONS 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. 8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR 10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 31/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 1" WATER RESISTANT GYP. 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED T0: CABINETS, SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS. PROVIDE BLOCKING IN ALL BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO 2 PAINTING. 0 A2o3 1 2 14.S�F A4Q,2 FQR-TYP-WAgTYYPE A204 A204 '15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ATTIC ASSEMBLY- R-49 3 EXTERIOR CAVITY WALLS- R-21 ^ T- o" 11'-1" SLAB- R-10 (UNDER ENTIRE SLAB)„ ` V 5'-62" 4' 1 1�, 16. OVIDE AS VE RADON SYSTEM PER -PML SHEETS & DETAIL 3/A402 N 5'-62° 0 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS w 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 5 ACH 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1 A AND 3D OF TABLE R406.2 Q BATHROOM KEYNOTES 8'-91'x10'-4" LC 1❑FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) v J BEDRO B OM 2 0 2❑ REFRIGERATOR (RE: SPECIFICATIONS) 4—j W 1Q��1 +8'-6" �! "x�1'-0" 3❑ KITCHEN SINK (PER PLUMBING SHEETS) N +81_611 +s�-6�� ®TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) DC 5❑ BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. C� O O © BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER U CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND ^ ' Q GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION ` V 1 z 14 BATH 7❑ PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. (� Q 2 JLL N N N N N N, ® CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) N +s'-s" 9❑WASHER AND DRYER (RE: SPECIFICATIONS) 10 PRE FINISHED 5" GUTTER AND 2"X3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT TERMINATES 5'-0" FROM FOUNDATION. z 4 11 KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE Q A4 BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR 3 EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH A203 REMOVABLE BASE AT SINK LOCATION. LIVING/DINING 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER 20'-TX14'-8" BASE AND FLOOR. SLOPE CONCRETE 2% TO DRAIN. SEE A002 FOR TILE SPECS. +s 3 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS 1-[ 5 v A204� AND CARPORTS.] Aw N 14 ATTIC ACCESS HATCH PER SPECIFICATION TRAVOIS DESIGN KITCHEN 05 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 310 W. 19TH TERRACE 10'-8"x14'-8" 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. KANSAS CITY, MO 64108 +s-s° 17 SHELF ABOVE WASHER/DRYER P 816.994.8970 ® SOFFIT PANEL PER SPECIFICATION. F 816.994.8974 19 LAP SIDING PER SPECIFICATION. -.4 1 "--4 1"--4 0 1 6�4 I 6�4 I 6�4 11 - - - - - - - LEGEND 11 141 5'-2" METAL ROOF FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. PTS PTS LAP SIDING, COLORS TBD FLAT CEILING, HEIGHT AFF BY OWNER. AS NOTED, FIN. PER SCHED. VERTICAL SIDING, LP SMARTSIDE SOFFIT COLORS TBD BOARD VENTED WHERE ADJ. 9' 4° 9' 4° BY OWNER. TO ATTIC AT OUTRIGGERS 8° 31'-6" 6'-7" 6'-11" 45' REVISION DATE 1 A203 25%SET 6/19/2020 50%SET 8/14/2020 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUMD 5/21/2021 SHEET REFLECTED CEILING PLAN_ Scale: 1/4" = 1 '-0" TWO BEDROOM RCP oRCon � GENERAL NOTES �QF % 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS TRAVOIS F1 LID)� 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS ARCHITECTURE, PC LEGEND FOR CLARIFICATIONS 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. 8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR 10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 31/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 2" WATER RESISTANT GYP. 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED TO: CABINETS, SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS. PROVIDE BLOCKING IN ALL BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO PAINTING. 0 F PS 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: 2 A203 1 2 ROOF/ATTIC ASSEMBLY- R-49 A204 A204 EXTERIOR CAVITY WALLS- R-21 N SLAB- R-10 (UNDER ENTIRE SLA ) O N 1 ID P SIVE R 0 SY E ER EP HEETS & DETAIL 3/A402 w 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS w 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 5 ACH /sc Fr�� 10C 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 Q — — — — — — — — — — — — — — — — — — 0 KEYNOTES U) 10 1❑FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) v J 2❑ REFRIGERATOR (RE: SPECIFICATIONS) w L1 0 3 KITCHEN SINK (PER PLUMBING SHEETS) ®TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 112 4.4125❑ BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. C� O O © BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER U CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND N Q GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION SHEETS). Q I 7❑ PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. ®CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) I 9❑WASHER AND DRYER (RE: SPECIFICATIONS) 10 PRE FINISHED 5" GUTTER AND 2"X3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT TERMINATES 5'4' FROM FOUNDATION. 11 KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE000 Q BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR N EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH 0000l 6 4 REMOVABLE BASE AT SINK LOCATION. 3 A203 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER A203 BASE AND FLOOR. SLOPE CONCRETE 2% TO DRAIN. SEE A002 FOR TILE SPECS. 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS AND CARPORTS. 14 ATTIC ACCESS HATCH PER SPECIFICATION TRAVOIS DESIGN �5 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 310 W. 19TH TERRACE C"i 3 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. KANSAS CITY, MO 64108 SHELF ABOVE WASHER/DRYER oo A204 © P 816.994.8970 ® SOFFIT PANEL PER SPECIFICATION. F 816.994.8974 19 LAP SIDING PER SPECIFICATION. LEGEND I I METAL ROOF FLAT CEILING, HEIGHT AFF /—-- — — — — — — — — — — - — — — — — — — L-- LIZ AS NOTED, FIN. PER SCHED. LAP SIDING, FLAT CEILING, HEIGHT AFF 7:12COLORS TBD AS NOTED, FIN. PER HED. BY OWNER. VERTICAL SIDING, LP SMARTSIDE SOFFIT — — — — — — — — — — — — — — COLORS TBD BOARD VENTED WHERE ADJ. BY OWNER. TO ATTIC AT OUTRIGGERS REVISION DATE 25%SET 6/19/2020 50%SET 8/14/2020 1 75%SET 9/10/2020 A203 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUMQ 5/21/2021 SHEET ROOF PLAN_ Scale: 1/4" = 1 '-0" TWO BEDROOM ROOF PLAN oRCon � GENERAL NOTES �QF O� 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES T.O. ROOF I _ _ 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN 16 81/2 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS T R A V O I SM FIELD��54� — 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS ARCHITECTURE, PC T.O. ROOF_ _ _ LEGEND FOR CLARIFICATIONS 16'-3" 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. 8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. t 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR goo 10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 31/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO Oro RECEIVE 2" WATER RESISTANT GYP. LJ%T.O. PLATE 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED TO- CABINETS, 8'-611 SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS. PROVIDE BLOCKING IN ALL BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. \ 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO i \ \ PAINTING. � \ 4 0 LIIPESLL \� �� o \ � 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: A ROOF/ATTIC ASSEMBLY- R-49Li .F. L / EXTERIOR CAVITY WALLS- R-21 N 0,-8„ — ❑ ❑ SLAB- R-10 (UNDER ENTIRE SLAB O � ^ ' 1 O D A IV R O R P EETS & DETAIL 3/A402 w 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS w T.O.G. 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 5 ACH PER CIVIL m/S - • 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 ��^ Q v J i>> KEYNOTES FRONT ELEVATION 1 FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR REFERENCE SPEC. SHEETS v J ❑ ( ) Scale: 1/4" — 1 '-0' 2❑ REFRIGERATOR (RE: SPECIFICATIONS) i w 3❑ KITCHEN SINK (PER PLUMBING SHEETS) ®TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) n 5❑ BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS.jk C� O O T.O. ROOF _ _ © BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER U 16'-8 1/2" �� CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND ^ ' Q GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION ` V SHEETS). Q T.O. PLATE 7❑ PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 14'-11 1/4" ®CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPEC IACATIONS) 9❑WASHER AND DRYER (RE: SPECIFICATIONS) 10 PRE FINISHED 5" GUTTER AND 21IX3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT T.O. ROOF TERMINATES 5'-0" FROM FOUNDATION. 10'-2 3/4" 11 KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE Q — — — — — — — — — — — — — BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH TIO. PLATE 101REMOVABLE BASE AT SINK LOCATION. 8-6 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER BASE AND FLOOR. SLOPE CONCRETE 2% TO DRAIN. SEE A002 FOR TILE SPECS. \ / \ 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS AND CARPORTS. 14 ATTIC ACCESS HATCH PER SPECIFICATION TRAVOIS DESIGN 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 310 W. 19TH TERRACE \\ �� \\ �� 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. KANSAS CITY, MO 64108 F.F. 10� 1A © SHELF ABOVE WASHER/DRYER P 816.994.8970 0'-0" SOFFIT PANEL PER SPECIFICATION. F 816.994.8974 19 LAP SIDING PER SPECIFICATION. T.O.G. � LEGEND PER CIVIL METAL ROOF FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. LAP SIDING, FLAT CEILING, HEIGHT AFF COLORS TBD AS NOTED, FIN. PER SCHED. REAR ELEVATION BY OWNER. VERTICAL SIDING, LP SMARTSIDE SOFFIT Scale: 1/4" = 1 '-01I COLORS TBD BOARD VENTED WHERE ADJ. BY OWNER. TO ATTIC AT OUTRIGGERS T.O. ROOF T.O. ROOF 16'-81/2" 16-81/2" — — — — — — — — — — — T.O. ROOF T.O. REVISION DATE PLATE 16'-3" 14'-11 1/4 11 � - - 25%SET 6/19/2020 T.O. ROOF / 50%SET 8/14/2020 w - - 75%SET 9/10/2020 13'-11 3/4" kk100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUMQ 5/21/2021 T.O. PLATE T.O. PLATE 8'-6" 8'-61I SHEET LIJ F.F. F.F. \ 0 m Id N H H 9 $ No T.O.G.T.O.G. _ � PER CIVIL PER CIVIL TWO BEDROOM ELEVATIONS SIDE ELEVATION SIDE ELEVATION_ Scale: 1/4'' = 1 '-0" Scale: 1/4" = 1'-0" oRCon � GENERAL NOTES roe o 3 G1T Y {�2 3 A204 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION T.O. ROOF A400 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES 16'-8 1/2" I I 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS TRAVOIS F1 LID)� I I 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS ARCHITECTURE, PC I !- - - - - - - - - - - - - �� LEGEND FOR CLARIFICATIONS 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. T.O. ROOF_ _ _ 8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. 10'-101/4" — I I I I 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR 10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 31/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO T.O. PLATE I 1 I RECEIVE 2" WATER RESISTANT GYP. 8 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED TO: CABINETS, '-6" SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS. PROVIDE BLOCKING IN ALL BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. ❑o i 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO PAINTING. BATHROOM LIVING I I 4 F TY . L PES 2 BATHRO 1 uOM I I 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ATTIC ASSEMBLY- R-49 F.F. _ _ _ _ _ I I I I EXTERIOR CAVITY WALLS- R-21 N 0'-0" SLAB- R-10 (UNDER ENTIRE SLAB - - I 1 ID A IVE R 0 Y ER P EETS & DETAIL 3/A402 w N 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS T T.O.G. I I I I 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN ORE UAL Tt-R 49- air chan per hour+ w Q g PER CIVIL � � �- - - - - - - - - - - - - � =ISDESIGN�O 1A40119. EACH DWCOMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 KEYNOTES U) TRANSVERSE SECTION 1❑FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) v J Scale: 1/4" = 1 '-O' 2❑ REFRIGERATOR (RE: SPECIFICATIONS) lzt w 3 3❑ KITCHEN SINK (PER PLUMBING SHEETS) 3 ®TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) ,A204 5❑ BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA T.0. ROOF —�— — �� — — � VANITY AT ADA UNITS. O O 16-81/2 © BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER C U — — — — — — — — — — — — — — — — — — — — — — — — CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND Q �/— GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION N T.O. ROOF_ - - - Z 16'--3" SHEETS). Q 7 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 00 ®CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPEC IACATIONS) 9❑WASHER AND DRYER (RE: SPECIFICATIONS) — 10 PRE FINISHED 5" GUTTER AND 2"X3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT TERMINATES 5'-0" FROM FOUNDATION. 11 KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE Q rjhT.O. PLATE BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR 8'-6" — — — I I EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH REMOVABLE BASE AT SINK LOCATION. 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER ❑o BASE AND FLOOR. SLOPE CONCRETE 2% TO DRAIN. SEE A002 FOR TILE SPECS. 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS I LIVING BE 2 AND CARPORTS. 14 ATTIC ACCESS HATCH PER SPECIFICATION TRAVOIS DESIGN �5 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 310 W. 19TH TERRACE F. — — — — I I 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. KANSAS CITY, MO 64108 © SHELF ABOVE WASHER/DRYER P 816.994.8970 ® SOFFIT PANEL PER SPECIFICATION. F 816.994.8974 T.O.G. _ _ _ _ �� I 19 LAP SIDING PER SPECIFICATION. PER CIVIL LEGEND 2 TRANSVERSE SECTION A400 METAL ROOF FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. Scale: 1/4" = 1 '-0" LAP SIDING, FLAT CEILING, HEIGHT AFF BY OWNERR.. 1 2 COLORS AS NOTED, FIN. PER SCHED. 1 VERTICAL SIDING, A400 A204 A204 LP SMARTSDE SOFFIT �— — — — COLORS TBD BOARD VENTED WHERE ADJ. T.O. ROOF I I BY OWNER. TO ATTIC AT OUTRIGGERS 16'-81/2" I I I REVISION DATE I I 25%SET 6/19/2020 50%SET 8/14/2020 75%SET 9/10/2020 T.O. PLATE I 100% PERMIT SET 12/15/2020 - - - - - - - - PERMIT SET ADDENDUMQ 5/21/2021 8_6 I - I I I I I ❑o ❑o ❑o ❑o ❑0 0 I I I I F.F. I I SHEET 0_01 T.O.G. PER CIVIL LONGITUDINAL SECTION_ Scale: 1/4" = 1'-0" 3 TWO BEDROOM SECTIONS 3'-0" 3'-O" Lo' 21_611 L. 2'-6" 21_611 ol GENERAL NOTES �QFogCon �Q 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES M 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS N�✓�'t'gcOgS�' oz \ 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS TRAVOIS ��s4� 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS �roFiELn LEGEND FOR CLARIFICATIONS ARCHITECTURE, PC LOW RANGE HOOD ®® � 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. SWITCH,MAX24" 8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. DEPTH SIDE REACH. 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR 21-0" 31-011 3-0" �1'4' 1'-6" 2'-611 2'-611 10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 3112" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 2" WATER RESISTANT GYP. A B 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED TO: CABINETS, SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS. PROVIDE BLOCKING IN ALL BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO PAINTING. Al N. � A402 FOR TY.P.--WALL TYPES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: 7 of L] ROOF/ATTIC ASSEMBLY- R-49 1 2 EXTERIOR CAVITY WALLS- R-21 �, o A303 A305 SLAB- R-10 (UNDER ENTIRE SLAB ^� 1 0 DD f'AS-SIVE RADON SYSTEM EP R�IV�EP SHEETS & DETAIL 3/A402 '� V 2960 ' O V 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS w 0 0 24'-6" 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 T T o T N M/SQ.FT: , _- N L 3'-0" 3'-0" 3'-4" 8" 1 V-8" 9, 10" 8" 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 3'-1011 KEYNOTES C1) C (DD ■ ■ 7'-10" 6'-4" 14'-10" COVERED 1❑FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) 3'-0" 3-0° 60 5'-6" 2'-4" PORCH 2❑ REFRIGERATOR (RE: SPECIFICATIONS) v J A 13 24'-6" X 6'-011 3❑ KITCHEN SINK (PER PLUMBING SHEETS) �, uj O 6'-6" 8'-4" ®TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) ` ' J 102 G 5❑ BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. ^ -�, � BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER �1 1 u CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND O /BATHR00 1 I GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION Q I Ln 6-11"XT- " I A SHEETS). C V Co [3] A 15 11 0 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 5 B B 3 ° � 010 T CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) Q ° 3 ° zoo 1 I m 0 WASHER AND DRYER (RE: SPECIFICATIONS) 3'-0" 3'-0" 1'-3" ® 66] ^'0° HALL ❑ 00 I 10 PRE FINISHED 5" GUTTER AND 2"X3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT TERMINATES 5'-0" FROM FOUNDATION. E �_ w'. KITCHEN I 1 11 KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE 14'-5"X12'-0" I A305 BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR � g 20o EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH O Cl�`� F I BATHROOM 2 � �, REMOVABLE BASE AT SINK LOCATION. KITCHEN 1 6-11"XT4' cm3 WH 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER 8" 3'-4" \ A300 BASE AND FLOOR. SLOPE CONCRETE 2% TO DRAIN. SEE A002 FOR TILE SPECS. Scale: 1/4'' = 1 '-0" —F _ L B 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS III AND CARPORTS. -cfl r 4� 14 ATTIC ACCESS HATCH PER SPECIFICATION Ln 4'-3" 3'-7" �5 15" DEEP SOFFITS ABOVE KITCHEN CABINETS TRAVOIS DESIGN NETWORK (A) 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 310 W. 19TH TERRACE 07 SHELF ABOVE WASHER/DRYER KANSAS CITY, MO 64108 3 0 ENTRY CLOSET 202 4 ® SOFFIT PANEL PER SPECIFICATION. °0C9 <2:*1 19 LAP SIDING PER SPECIFICATION. P 816.994.8970 F 816.994.8974 LEGEND 6 \ _ p METAL ROOF FLAT CEILING, HEIGHT AFF ^T 4'-6" JANITORIAL COMMUNITY ROOM AS NOTED, FIN. PER SCHED. 1 1.max 42"min 20'—O"X 10'-1n ] CLOSET 202 LAP SIDING, FLAT CEILING, HEIGHT AFF 4 0 o COLORS TBD 93,4" E 5 E N BY OWNER. AS NOTED, FIN. PER SCHED. 14 (AVERTICAL SIDING, LP SMARTSIDE SOFFIT 2'-6" BY OWNER. TO ATTIC AT OUTRIGGERS D COLORS TB BOARD VENTED WHERE ADJ. _r_ J 101 101 BATHROOM 1 Scale: 1/4'' = 1 '-0" A REVISION DATE 60 COVERED 25%SET 6/19/2020 PORCH 7'-10" 21'-2" 50%SET 8/14/2020 26'-011 X 6'-01' 100% PERMIT SET 12/115/220220 PERMIT SET-ADDENDUMO 5/21/2021 8' 2 6' 29' 6 A303 .Q 42"min Al SHEET o ° 4 CV = � 5 _ 0/41" - - E - 2. '—UC n A300 COMMUNITY BUILDING BATHROOM 2 FIRST FLOOR PLAN FIRST FLOOR PLAN & INTERIOR ELEVATIONS - Scale: 1/4" = 1 '-0" 4 Scale: 1/4" = 1 '-0" oRCon � GENERAL NOTES �QF % 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN N�,�RCpgS� °z 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS TRAVOIS FIELD 54v 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS ARCHITECTURE, PC LEGEND FOR CLARIFICATIONS 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. 8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR 10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 3 1/21' FROM NEAREST STUD WALL, U.N.U. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 2" WATER RESISTANT GYP. 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED TO: CABINETS, SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS. PROVIDE BLOCKING IN ALL BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO PAINTING. 0 4. SEE A4(12_�R TYP:WALL T PES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ATTIC ASSEMBLY- R-49 �--I 1 2 EXTERIOR CAVITY WALLS- R-21 ^ ' A3o3 A315 SLAB- R-10 (UNDER ENTIRE SLAB) 1PASSIVE RZO' Y�TEM-PER EP EETS & DETAIL 3/A402 14'-2" 5'-8° 9'-2° 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS w 7'-1" 7'-1" 3'-8" 5'-6" 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 �EAII DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 Q vJ KEYNOTES = i-LLILLL iLULLLI 3'-0" 2'-6" 2'-0" 1'-9" 3'-0" � � ^ ] FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) �J J 2❑ REFRIGERATOR (RE: SPECIFICATIONS) �, w `� 3❑ KITCHEN SINK (PER PLUMBING SHEETS) F u ®TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) N O _ 5❑ BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. C� O LINEN 4 M � BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER 0 0 A 0 W D CURTAIN ROD, MIRROR ONE BEHIND ALL SINKS), MEDICINE CABINET FULL BATHS ONLY), AND LOW RANGE HOOD r N Qo c ;r, GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION V SWITCH,MAX24" o L? o n SHEETS). DEPTH SIDE REACH. N m N M 2os BEDROOM BATH ® 7❑ PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. (� Q O O 13 2 x10 0 _C1111 8-8 x8-4 ® CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(PE-SPECIFICATIONS) 2_6 �1-3 3-0 2-0 � 2-s 2-s 2 1 201 B B 3 ° 9❑WASHER AND DRYER (RE: SPECIFICATIONS) l g O AC, 7'-10" 5'-10" 6'-4" 9' S 10 PRE FINISHED 5" GUTTER AND 2"X3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT B� C 66 1 TERMINATES 5'-0" FROM FOUNDATION. A3o5 11 KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE 20o 00 BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR 1= a O O EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH KITCHEN - _ I REMOVABLE BASE AT SINK LOCATION. 2 �� I 8 02 � ' 0 15 L �' 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER Scale: 1/4'' — 1 ' 0'' _ _ _ _ BASE AND FLOOR. SLOPE CONCRETE 2/o TO DRAIN. SEE A002 FOR TILE SPECS. KITCHEN/DINING A 3� 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS 20'-8"X21'-7" I ° Ali ° AND CARPORTS. 0 —14O 14 ATTIC ACCESS HATCH PER SPECIFICATION TRAVOIS DESIGN DW F 15 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 310 W. 19TH TERRACE 3 III I a 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. KANSAS CITY, MO 64108 GRAB BARS TO BE GRAB BARS TO BE 200 INSTALLED AT ALL INSTALLED AT ALL A303 _#_ _ I A3o3 07 SHELF ABOVE WASHER/DRYER P 816.994.8970 ADA UNITS / ADA UNITS _ _ _ _ _ _ _ L ® SOFFIT PANEL PER SPECIFICATION. F 816.994.8974 60 GRAB BAR BLOCKING / 6 GRAB BAR BLOCKING 181 1 19 LAP SIDING PER SPECIFICATION. TO BE INSTALLED AT TO BE INSTALLED AT N LEGEND ALL UNITS 0 O ALL UNITS ' ma" IXED,ADA OMPLIANT 4 METAL ROOF FLAT CEILING, HEIGHT AFF E APRON o AS NOTED, FIN. PER SCHED. REMOVABLE BASE - C CABINET W/ 4 LAP SIDING, CONTINUOUS FLOOR 6 f COLORS TBD FLAT CEILING, HEIGHT AFF 3'-1 1/2" UNDER BY OWNER. AS NOTED, FIN. PER SCHED. o �O Oo0 OHO Ono A VERTICAL SIDING, LP SMARTSIDE SOFFIT 00 00 00 00 COLORS TBD BOARD VENTED WHERE ADJ. BY OWNER. N17 N17 N17TO ATTIC AT OUTRIGGERS BATHROOM 1 I A REVISION DATE Scale: 1/4'' = 1 '-0" 25%SET 6/19/2020 LuLt 50%SET 8/14/2020 7 5%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUMO 5/21/2021 3'-11" 3'-11" 6'-8" 10'-7" 3'-11" 7'-10" 21'-2" 29' 2 A303 SHEET A301 COMMUNITY BUILDING SECOND FLOOR PLAN - OPTION A PECOND FLOOR PLAN & INTERIOR ELEVATIONS Scale: 1/4" = 1 '-0" GENERAL NOTES �QFogconCQ 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES `- 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS OR�� oz 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS TRAVOIS FIELD��s4� 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS LEGEND FOR CLARIFICATIONS ARCHITECTURE, PC 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. 8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR 10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 31/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 2" WATER RESISTANT GYP. 1 2 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED TO: CABINETS, A303 A305 SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS. PROVIDE BLOCKING IN ALL 1 2 BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. A303 A305 29' 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO 14'-2" 5'-8" 9'-2° 24'-6" PAINTING. 4 FO TY . L PES 7'-1" 7'-1° 3'-8" 5'-6° 8" 11'-8" 9' 10" 8" Al 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 - - m SLAB- R-10 (UNDER ENTIRE SLAB N 1 . D I R O R P EETS & DETAIL 3/A402 o 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS w N 5' — 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 U w 4 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1 A AND 3D OF TABLE R406.2 Q KEYNOTES U) 0LINEN 15 = BATHROOM 1 1❑FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS)Ln 6'-11"X7'-2" 2❑ REFRIGERATOR (RE: SPECIFICATIONS) v J +a'-o" 3❑ KITCHEN SINK (PER PLUMBING SHEETS) 4-1 � W DROOM BATH M ®TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 13- x10'-0" 8'-8"x8'-4" 0 5❑ BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA O o +8'-0 HALL VANITY AT ADA UNITS. � 7'-10" 5'-10" T © BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER O Ln 1 KITCHEN 1 CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND O U A305 14-5 X12-0 15 A305 GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION Q SHEETS). N 7 15 Q0 BATHROOM 2 7❑ PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20" 30" 52" AND 68" AFF. Z 6'-11"X7'-2" � ®CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPEC IFICATIONS) CJ� Q 8" 3'-4„ +a'-o" 9❑WASHER AND DRYER (RE: SPECIFICATIONS) 10 PRE FINISHED 5" GUTTER AND 2"X3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT KITCHEN/DINING TERMINATES 5'-0" FROM FOUNDATION. 20'-8"X21'-7" In 11 KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE 3'-7" Qo BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR Q 4'-1" 3'-9" EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH 3 +8 p„ a 3 E0 NETWO K a REMOVABLE BASE AT SINK LOCATION. ENTRY CLOSE 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER A303 Q0 A303 A303 � A303 0 BASE AND FLOOR. SLOPE CONCRETE 2/o TO DRAIN. SEE A002 FOR TILE SPECS. 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS N AND CARPORTS. N 14 ATTIC ACCESS HATCH PER SPECIFICATION COMMUNITY ROOM �5 15" DEEP SOFFITS ABOVE KITCHEN CABINETS TRAVOIS DESIGN 4'-6" JANITORI 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 310 W. 19TH TERRACE CLOSET- 20-8 X18-1 ❑ SHELF ABOVE WASHER/DRYER KANSAS CITY, MO 64108 ® SOFFIT PANEL PER SPECIFICATION. P 816.994.8970 19 LAP SIDING PER SPECIFICATION. F 816.994.8974 LEGEND N METAL ROOF FLAT CEILING, HEIGHT AFF OPEN ABOVE AS NOTED, FIN. PER SCHED. LAP SIDING, FLAT CEILING, HEIGHT AFF COLORS TBD AS NOTED, FIN. PER SCHED. BY OWNER. 0 VERTICAL SIDING, LP SMARTSIDE SOFFIT COLORS TBD BOARD VENTED WHERE ADJ. BY OWNER. TO ATTIC AT OUTRIGGERS 26'-0" X 6'-0" 3'-11" 3'-11" 6'-8" 10'-7" 3'-11" 8' 23'-8" 8' 7'-10" 21'-2" 26 REVISION DATE 29' 29' 25%SET 6/19/2020 2 50%SET 8/14/2020 2 A303 75%SET 9/10/2020 A303 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUMQ 5/21/2021 SHEET A302 COMMUNITY BUILDING SECOND FLOOR RCP FIRST FLOOR RCP RCP c Scale: 1/4" = 1 '-0" Scale: 1/4" = 1 '-0" oRCon � GENERAL NOTES �QF % 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES N y ���•, z 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN �� RCOR 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS TRAVOIS FIELD��54� 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS ARCHITECTURE, PC LEGEND FOR CLARIFICATIONS 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. 8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR 10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 31/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 2" WATER RESISTANT GYP. 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED TO- CABINETS, SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS. PROVIDE BLOCKING IN ALL BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO PAINTING. 14.SEE A,4O2 FOR TYP. WALL-TY�PFS� 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 ^ SLAB- R-10 (UNDER ENTIRE SLAB 0 ` V A303 A305 1 OVIDE PASSIVE RADON SYSTEM PER EP HEETS & DETAIL 3/A402 ~ N 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS w 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 w G� Q. 0 0C Q9. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1 A AND 3D OF TABLE R406.2 Q KEYNOTES _LLL ----L 6:12 1❑FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) v J 2❑ REFRIGERATOR (RE: SPECIFICATIONS) 4—j R:1- w 3❑ KITCHEN SINK (PER PLUMBING SHEETS) 0' J — — — — — — — — — — ®TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 'zzt 5❑ BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA 10 VANITY AT ADA UNITS. C� O O © BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER U CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND ^ ' Q GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION ` V SHEETS). Q 7❑ PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. ® CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPEC IACATIONS) 1 9❑WASHER AND DRYER (RE: SPECIFICATIONS) A305 10 PRE FINISHED 5" GUTTER AND 2"X3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT TERMINATES 5'-0" FROM FOUNDATION. 11 KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE Q BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH REMOVABLE BASE AT SINK LOCATION. 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER Fff BASE AND FLOOR. SLOPE CONCRETE 2% TO DRAIN. SEE A002 FOR TILE SPECS. 6:12 6.12 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS AND CARPORTS. 14 ATTIC ACCESS HATCH PER SPECIFICATION TRAVOIS DESIGN 3 4 05 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 310 W. 19TH TERRACE A303 A303 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. KANSAS CITY, MO 64108 17 SHELF ABOVE WASHER/DRYER P 816.994.8970 ® SOFFIT PANEL PER SPECIFICATION. F 816.994.8974 19 LAP SIDING PER SPECIFICATION. LEGEND METAL ROOF FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. LAP SIDING, FLAT CEILING, HEIGHT AFF COLORS TBD AS NOTED, FIN. PER SCHED. BY OWNER. VERTICAL SIDING, N LP SMARTSIDE SOFFIT COLORS TBD BOARD VENTED WHERE ADJ. Fff BY OWNER. TO ATTIC AT OUTRIGGERS i CIA REVISION DATE 25%SET 6/19/2020 IF Uilikkii 11 H 11 11 ['11M , i H 1 11 hih 50%SET 8/14/2020 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUMD 5/21/2021 1 A303 SHEET A303 COMMUNITY BUILDING ROOF PLAN ROOF PLAN_ Scale: 1/4" = 1 '-0" GENERAL NOTES T.O. ROOF— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION OR cony +/- 25'- 0" 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES F cQ 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS ��✓��cOg w 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS T R A I `t� ° LEGEND FOR CLARIFICATIONS v O "" FIELD 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. ARCHITECTURE, PC 8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. T.O. WALL 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR 10 10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 31/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO / v RECEIVE 2" WATER RESISTANT GYP. / \ 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED TO: CABINETS, SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS. PROVIDE BLOCKING IN ALL / BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. T.O. ROOF 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO PAINTING. . E 40 0 YP. L PES T.O. WALL 10 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: - - - - - - - - - - - - - - ROOF/ATTIC ASSEMBLY- R-49 +/- 8- 0 EXTERIOR CAVITY WALLS- R-21 SLAB- R-10 (UNDER ENTIRE SLAB) 1 0 A S R ETS & DETAIL 3/A402 \ i 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS N EXIS IN_ RA E o 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 \ O N 01-611UJ F.F. \ 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1 A AND 3D OF TABLE R406.2 � /w/ O1_OII \ KEYNOTES 1❑FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) v J FRONT ELEVATION EREFRIGERATOR RE: SPECIFICATIONS T.O. ROOF 3❑ KITCHEN SINK (PER PLUMBING SHEETS) /1 +/- 25'- 0" Scale: 1/4'' = 1 '-0'' ®TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) ~ v J 5❑ w BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. © BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND M o) O GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION ♦ - O SHEETS). T..j U 7❑ PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 3011, 52" AND 68" AFF. ^ ' Q ®CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) T.O. WALL— — _ 9❑WASHER AND DRYER (RE: SPECIFICATIONS) Z +/- 17'- O" 10 10 PRE FINISHED 5" GUTTER AND 21IX3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT (� Q TERMINATES 5'-0" FROM FOUNDATION. KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH T.O. ROOF \ / \ / \ / REMOVABLE BASE AT SINK LOCATION. +/- 101 - 1" �\ 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER BASE AND FLOOR. SLOPE CONCRETE 2% TO DRAIN. SEE A002 FOR TILE SPECS. 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS T.O. WALL AND CARPORTS. +/- 81- 011 — — — 14 ATTIC ACCESS HATCH PER SPECIFICATION 05 15" DEEP SOFFITS ABOVE KITCHEN CABINETS © PRE-FAB WOOD TRUSS. ENERGY HEEL. © SHELF ABOVE WASHER/DRYER TRAVOIS DESIGN ® SOFFIT PANEL PER SPECIFICATION. 310 W. 19TH TERRACE E> IS ING RA E 19 LAP SIDING PER SPECIFICATION. KANSAS CITY, MO 64108 F.F. \\ F 816.994.8974 LEGEND P 816.994.8970 O-O �\ \� — — — — — _ — — — — _ METAL ROOF FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. LAP SIDING, FLAT CEILING, HEIGHT AFF REAR ELEVATION COLORS TBD AS NOTED, FIN PER SCHED. BY OWNER. VERTICAL SIDING, LP SMARTSIDE SOFFIT Scale: 1/4" = 1 '-0" COLORS TBD BOARD VENTED WHERE ADJ. T.O. ROOF BY OWNER. TO ATTIC AT OUTRIGGERS T.O. ROOF +/- 25'- 0" — — — +/- 25- 011 T.O. ROOF +/- 25'- 0" REVISION DATE T.O. WALL T.O. _WALL 25%SET 6/19/2020 +/_ 17'- 0" 50%SET 8/14/2020 +/- 171- 0" 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 / \ PERMIT SET-ADDENDUMQ 5/21/2021 Lik T.O. ROOF T.O. ROOF 10- 8 +/- 10'- 8" +/- T.O. WALL 10 + - T.O. WALL - - - - - 10 +/- 81_ o11 / 8 o SHEET Al i \ i \ 0 EXIS IN BADE i \ i _ I _ R_ _ o A304 OI_ \ OI_6II \ F.F. \ o�F. _ IL o'-o" �\ \ _ _ _ _ _ _ _ _ COMMUNITY - - - - - - - - — - - - BUILDING SIDE ELEVATION SIDE ELEVATION ELEVATIONS Scale: 1/4'' = 1 '-0" Scale: 1/4'' = 1 '-0" oRCODEC 2 GENERAL NOTES w�ati°F1� y O 40� A305 1. REFER TO CIVIL SHEETS FOR BUILDING LOCATIONS, SITE GRADING AND ADDITIONAL INFORMATION T.O. ROOF— — — — — — — — — — — — — _ _ _ _ _ _ _ _ — — — — — — +/- 25'- 0" — 2. SEE MEP DRAWINGS FOR FIXTURES TYPES AND SCHEDULES 3. SEE ATS FOR LEGEND AND MATERIALS NOT SHOWN OR 4. SEE A001 & A002 FOR ADDITIONAL SPECIFICATIONS T R A V O I SM 5. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS 6. ALL WALL DIMENSIONS TO EDGE OF FRAMING OR CENTER OF ROUGH OPENING, U.N.O. SEE ATS ARCHITECTURE, PC LEGEND FOR CLARIFICATIONS 3 7. SEE STRUCTURAL SHEETS FOR WALL FRAMING AND TYPES NOT SPECIFICALLY REFERENCED. A401 8. FOUNDATIONS TO BE C.I.P. . SEE S SHEETS FOR ADDITIONAL INFORMATION. � - - - 1 9. SEE A404 FOR WINDOW AND DOOR SCHEDULES. FINAL R.O. PER DOOR/WDW MFR T.O. WALL 10. ALL INTERIOR DOORS NOT DIMENSIONED SHALL BE 3 1/21' FROM NEAREST STUD WALL, U.N.O. +/- 17'- OilI 1 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 2" WATER RESISTANT GYP. ❑o ❑0 12. PROVIDE BLOCKING FOR ALL WALL MOUNTED DEVICES: SUCH AS, BUT NOT LIMITED TO: CABINETS, SHELVES, HARDWARE, TOILET ACCESSORIES AND ALL GRAB BARS. PROVIDE BLOCKING IN ALL ' I BATHROOM BEDROOM BATHROOMS FOR FUTURE GRAB BAR INSTALLATION. 13. TEXTURE ALL DRYWALL TO BE ORANGE PEEL APPLIED PER SPECS. FINISH THROUGHOUT PRIOR TO PAINTING. T.O. FLOOR i I 1�. 4 FO TY . L PIES+/ 9 0 I 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: T.O. WALL I I ROOF/ATTIC ASSEMBLY- R-49 �--I - - - - - - - - - - - - fi - - EXTERIOR CAVITY WALLS- R-21 +/- 8'- 0" 1 I SLAB- R-10 (UNDER ENTIRE SLAB N I I N 1 D A IV R O Y R P EETS & DETAIL 3/A402 O w 1 I 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS KITCHEN 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 1 1 BATHROOM 1 F . 1 , 197. ACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1 A AND 3D OF TABLE R406.2 F.F. V J 0'-o" ' ' KEYNOTES 1 I 1❑FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) v J 1 1 2❑ REFRIGERATOR (RE: SPECIFICATIONS) V--� 3❑ KITCHEN SINK (PER PLUMBING SHEETS) TRANSVERSE SECTION ®TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 6:1 BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA Scale: 1 4 = 1 -0 VANITY AT ADA UNITS. O / © BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER U CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND ^ ' Q GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION ` V 1 SHEETS). A305 7❑ PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 2 ®CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPEC IFICATIONS) A401 9❑WASHER AND DRYER (RE: SPECIFICATIONS) 10 PRE FINISHED 5" GUTTER AND 2"X3" DOWNSPOUT AND SCUPPER. RUN TO SPLASHBLOCK THAT TERMINATES 5'-0" FROM FOUNDATION. 11 KITCHEN CABINETS PER SPEC. ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE Q BLOCKED UP TO STANDARD HEIGHT FOR COUNTERTOP INSTALL (THIS WILL ALLOW FOR EASIER CONVERSION TO ADA UNITS IN THE FUTURE). ADA COMPLIANT CABINETS WITH T.O. WALL REMOVABLE BASE AT SINK LOCATION. L — — — — — — — — — — — — — — — — — — — — — — I 12 BATH/SHOWER ENCLOSURE PER MEP SPEC. ALL ADA UNIT SHOWERS TO HAVE TILED SHOWER +/- 171- O" 1 I BASE AND FLOOR. SLOPE CONCRETE 2% TO DRAIN. SEE A002 FOR TILE SPECS. I I 13 PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR DOORS AT ALL EXTERIOR PATIOS AND CARPORTS. 1 14 ATTIC ACCESS HATCH PER SPECIFICATION TRAVOIS DESIGN BATHROOM LIVING/DINING 1 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 310 W. 19TH TERRACE 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. KANSAS CITY, MO 64108 T.O. FLOOR I I 07 SHELF ABOVE WASHER/DRYER P 816.994.8970 +/-91-oll— � i I SOFFIT PANEL PER SPECIFICATION. F 816.994.8974 19 LAP SIDING PER SPECIFICATION. T.O. WALL 1 8'_ I LEGEND I METAL ROOF FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. KITCHEN COMMUNITY ' 1 LAP SIDING, ROOM I I COLORS TBD FLAT CEILING, HEIGHT AFF 1 I BY OWNER. .F. 11 Ll AS NOTED, FIN. PER SCHED. _ VERTICAL SIDING, LP SMARTSIDE SOFFIT F - - - - - 0'-O" �� COLORS TBD BOARD VENTED WHERE ADJ. BY OWNER. TO ATTIC AT OUTRIGGERS I 1 I I - - - - - - - - - - - -* Lm REVISION DATE LONGITUDINAL SECTION 25%SET 6/19/2020 50%SET 8/14/2020 Scale: 1/4'' = 1 '-01' 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM& 5/21/2021 SHEET 305 COMMUNITY BUILDING SECTIONS QFogconE Co METAL ROOF PER SPECS - ti Y � {� Ry �' PLYWOOD SHEATHING PER STRUC 7 FASCIA BOARD TRAVOIS"" N�✓ �C ORS °z fro FIELD e ARCHITECTURE, PC SOFFIT PANEL. 6"TRIM PER SPECIFICATIONS 1 17 WALL SHEATHING PER STRUCTURAL 71 HOUSEWRAP OVER EXTERIOR SHEATHING ROOF TRUSSES PER 6"LAP SIDING PER SPECIFICATIONS STRUCTURAL BEAM PER STRUCTURAL SMARTSIDE SOFFIT BOARD. HARDIE TRIM WRAPPED ON ALL SIDES OF EXPOSED BEAM O N BEAM BEYOND w T_8" = w � COLUMN PER STRUCTURAL ROOF RIDGE VENT SEE STRUCTURAL SHEETS FOR BASE CONNECTION CONCRETE FOUNDATION METAL ROOF PER SPECS PER STRUCTURAL W a a PLYWOOD SHEATHING PER STRUC �� PLYWOOD SHEATHING PER STRUC FASCIA BOARD FASCIA BOARD � O O CARPORT DETAIL SOFFIT PANEL. U = N Q SOFFIT PANEL. Scale: 3/4'' = 1 '-0" z 6"TRIM PER SPECS Q 6"TRIM PER SPECS ROOF TRUSS ROOF TRUSS INSULATION BAFFLE INSULATION BAFFLE METAL ROOF PER SPEC METAL ROOF PER SPEC ROOF SHEATHING PER STRUC ROOF SHEATHING PER STRUC TRAVOIS DESIGN DRIP EDGE DRIP EDGE 71 310 W. 19TH TERRACE KANSAS CITY, MO 64108 GUTTER GUTTER P 816.994.8970 FASCIA BOARD FASCIA BOARD F 816.994.8974 SOFFIT PANEL. BLOWN IN FIBERGLASS INSULATION SOFFIT PANEL. BLOWN IN FIBERGLASS INSULATION BLOWN IN FIBERGLASS INSULATION 5/8"GYP.BD. 5/8"GYP. BD. 6"TRIM PER SPECS 5/8"GYP.BD. 1/A403 HEADER PER STRUCTURAL 1/A403 HEADER PER STRUCTURAL 1/A403 6"LAP SIDING PER SPECIFICATIONS ................... 10 SLOPED TOP FURRING STRIP VERTICAL SIDING PER SPECIFICATIONS HOUSEWRAP OVER EXTERIOR SHEATHING WINDOW PER SCHEDULE - TRIM REVISION DATE HOUSEWRAP OVER EXTERIOR SHEATHING WALL SHEATHING PER STRUCTURAL 25%SET 6/19/2020 WALL SHEATHING PER STRUCTURAL 50%SET 8/14/2020 75%SET 9/10/2020 1/A403 TRIM LEDGE STONE PER SPECS.AND ELEV. 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUMQ 5/21/2021 1/2"GYP.BD. 2X6 FRAMING(WALL TYPE PER PLAN) 1/2"GYP.BD. HOUSEWRAP OVER EXTERIOR SHEATHING 1/2"GYP.BD. 2X6 FRAMING(WALL TYPE PER PLAN) INSULATION R-21 (PER SPEC) STONE VENEER PER SPECS AND ELEV. BASE TRIM PER SCHEDULE BASE TRIM PER SCHEDULE WALL SHEATHING PER STRUCTURAL BASE TRIM PER SCHEDULE INSULATION R-21 (PER SPEC) 2X6 FRAMING(WALL TYPE PER PLAN) FLOORING PER SCHEDULE FLOORING PER SCHEDULE FLOORING PER SCHEDULE 1 10 VAP A I ANCHOR BOLT PER STRUCTURAL 0 VAP ARRIO INSULATION R-21 (PER SPEC) 0 AP I SIM RIGID INSULATION MINIMUM OF R-10, RIGID INSULATION MINI UM OF R-10, ANCHOR BOLT PER STRUCTURAL RIGID INSULATION MINIMUM OF R-10, A402 ANCHOR BOLT PER STRUCTURAL UNDER ENTIRE SLAB UNDER ENTIRE SLAB UNDER ENTIRE SLAB B BASE B S METAL FLASHING @ STONE SUB BASE METAL FLASHING @ STONE a CONCRETE FOUNDATION AND FOOTING a ° ° CONCRETE FOUNDATION AND FOOTING ° zj� PER STRUCTURAL PER STRUCTURAL z SHEET A400 >/ / //v/rv//�//vv//vv//vv//vv/wv/wv/wv r v�/ / vvvvvvvvvvvvvv yvv � / /vvvv vvv ir\i/\r\ \ri\\/i\\ \���\��\��\\��\\��\j\\ �\j/i�/i\//%\/%\�/%/�\\/\\\/\�.\\,\ram\ram\��\,� .. i\/i,.//��///✓/.�/.� �/ ���\�\\ice\\ice\\��\,� .. i\/i,.//��/ice//,� .� � ���\/\/\ TY P. WA L L SECTIONS, ENLARGED TYP . WALL SECTION. TYP. WALL SECTION TYP. WALL SECTION PLANS Scale: 3/4'' = 1 '-0'' Scale: 3/4'' = 1 '-0" Scale: 3/4'' = V-0" aFOR CODE cQ y wow 1T � �°c � M TRAVOIS"" N�✓���,C ORS�°z fro FiELn yse ARCHITECTURE, PC PLYWOOD SHEATHING PER STRUC FASCIA BOARD SOFFIT PANEL. 6"TRIM PER SPECIFICATIONS 6"LAP SIDING PER SPECIFICATIONS HOUSEWRAP OVER EXTERIOR SHEATHING ROOF TRUSS WALL SHEATHING PER STRUCTURAL ROOF TRUSS INSULATION BAFFLE ROOF TRUSS PER STRUCTURAL METAL ROOF PER SPEC N ROOF SHEATHING PER STRUC O Lu L N DRIP EDGE W BLOWN IN FIBERGLASS INSULATION GUTTER 5/8"GYP.BD. r n SOFFIT PANEL. BLOWN CELLULOSE ATTIC INSULATION R-49 v J 6"TRIM PER SPECIFICATIONS 5/8"GYP.BD. r n� W V' O 6"TRIM PER SPECIFICATIONS O PLYWOOD SHEATHING PER STRUC r , FASCIA BOARD = N Q z � Q 2X6 FRAMING(WALL TYPE PER PLAN) 2X6 FRAMING(WALL TYPE PER PLAN) SOFFIT PANEL. 1/2"GYP.BD. 1/2"GYP.BD. BASE TRIM PER SCHEDULE BASE TRIM PER SCHEDULE METAL ROOF PER SPECS ROOF TRUSS TRUSS PER STRUCTURAL FLOOR PER SCHEDULE FLOOR PER SCHEDULE ROOF UNDERLAYMENT ROOF SHEATHING PER STRUCTURAL SOFFIT PANEL X GUTTER TRAVOIS DESIGN BEAM PER STRUCTURAL BEAM PER STRUCTURAL 310 W. 19TH TERRACE KANSAS CITY, MO 64108 HARDIE TRIM WRAPPED ON BLOWN CELLULOSE ATTIC P 816.994.8970 TJI JOISTS PER STRUCT. =� INSULATION R-49 HARDIE TRIM WRAPPED ON TJI JOISTS PER STRUCT. ALL SIDES OF EXPOSED BEAM ALL SIDES OF EXPOSED BEAM F 816.994.8974 5/8"GYP.BD. 5/8"GYP.BD. RIM JOISTS PER STRUCT. RIM JOISTS PER STRUCT. COLUMN PER STRUCTURAL HEADER PER STRUCTURAL HEADER PER STRUCTURAL COLUMN PER STRUCTURAL 6"LAP SIDING PER SPECIFICATIONS - SMARTSIDE TRIM SMARTSIDE TRIM HOUSEWRAP OVER EXTERIOR SHEATHING -- INSULATION R-21 (PER SPEC) TRIM CAPSTONE LEDGE STONE PER SPECS.AND ELEV. WALL SHEATHING PER STRUCTURAL DOOR PER SCHEDULE DOOR PER SCHEDULE Provide thermal REVISION DATE STONE VENEER break at exterior 1/2"GYP.BD. POSITIVE DRAINAGE SLOPED AWAY to conditioned 25%SET 6/19/2020 2X6 FRAMING(WALL TYPE PER PLAN) FROM DOOR slabs. Typical. 50%SET 8/14/2020 BASE TRIM PER SCHEDULE 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 FLOORING PER SCHEDULE FLOORING PER SCHEDULE FLOORING PER SCHEDULE PERMIT SET-ADDENDUM& 5/21/2021 0 VA P I Al ANCHOR BOLT PER STRUCTURAL 0 RIGID INSULATION MINIMUM OF R-10 RIGID INSULATION MINIMUM OF R-10, RIGID INSULATION MINIMUM OF R-10 — POSITIVE DRAINAGE SLOPED AWAY RIGID INSULATION MINIMUM OF R-10 UNDER ENTIRE SLAB FROM DOOR — SUB BASE METAL FLASHING @STONE r RIGID INSULATION MINIMUM OF R-10 A d d ° ° Q ° d d d d 4 4 a° CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL d SHEET \, /V/V�V/V/V/V/VA�VA/VA/VAA/VAA/VAA/ \/A/A// ✓\//A//A// /////////V//�A//VA//V/VA/VA/VA�AA�AA�AA VA/AA\/ � V/V/V/VA/VA VA VAVAAVAAVA VA VA VA VA VA\ V A \ / / /A/Ai ///V�//V�//VA//VA//VA//VA\ �\�VA/A A401 TYP. WALL SECTIONS, ENLARGED TYP . WALL SECTION. TYP . WALL SECTION. TYP . WALL SECTION PLANS Scale: 3/4" = V-0" Scale: 3/4" = 1 '-0" Scale: 3/4" = V-0" i, 1"T&G WOOD ` SUBFLOOR FINISH FLOOR FINISH STAIR TREAD PER OVER 1/4" MDF GA FILE NO. RC 2601 GA FILE NO. RC 2601 PAINTING KEY ; PAINT GENERIC GENERIC x u. STA �. ,D 1 HOUR FIRE 1 HOUR FIRE U.N. STC SOUND U.N. STC SOUND jj COLOR #1- BASE COLOR- TBD w0 z GYPSUM WALLBOARD, 2❑ COLOR #2- ACCENT COLOR-TBD M STIR I WOOD STRINGER, WOOD JOISTS 3❑. COLOR #3- DOOR COLOR-TBD TRAVOIS PER 3B FiELn�se� GYPSUM WALLBOARD BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD 1/2"TOUGHROCK FIREGUARD C OR 1/2" DENSARMOR ® COLOR #4- GABLE COLOR-TBD ARCHITECTURE, PC 1/2" PLYWOOD RISER C APPLIED AT RIGHT ANGLES TO 2X10 WOOD STUDS 24" PLUS FIREGUARD C GYPSUM PANELS APPLIED PER STRUCT. \ O.C. WITH 1-1/4"TYPE W OR S DRYWALL SCREWS 24" PERPENDICULAR TO TJ1210 WOOD JOISTS 16" OC O.C. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD 1/2"TYPE C 11 7/8"TJ1210 WITH 5D NAILS 1-5/8" LONG, 0.099" SHANK, 1/4" HEADS, OR GYPSUM VENEER BASE APPLIED AT RIGHT GYP. BOARD AT 16" OC 6" OC WOOD JOISTS SUPPORTING 1" NOMINAL T&G ANGLES TO EACH SIDE WITH 1-7/8"TYPE W OR S WOOD SUB AND 1" NOMINAL FINISH FLOOR, OR 19/32" PAINTING NOTES DRYWALL SCREWS AT 12" O.C. AT JOISTS AND PLYWOOD FINISHED FLOOR WITH LONG EDGES T&g Ik INTERMEDIATE JOISTS. JOINTS OFFSET 24" FROM AND 15/32" INTERIOR PLYWOOD WITH EXTERIOR BASE LAYER JOINTS. WOOD JOISTS SUPPORTING 1/2" GLUE SUBFLOOR PERPENDICULAR TO JOISTS WITH PLYWOOD WITH EXTERIOR GLUE AT RIGHT ANGLES JOINTS STAGGERED. NAILS PLACED 3/4" FROM 1. FOUR COLOR SCHEMES TO BE SELECTED FOR ENTIRE TO JOISTS WITH 8D NAILS. APPROPRIATE ROOF BOARD END JOINTS AND 1/2" FROM BOARD EDGE PROJECT COVERING. JOINTS. 2 - 2. SEE A002 FOR SPECIFICATIONS 3-1/2" APPROX. WEIGHT: 5 PSF APPROX. WEIGHT: 5 PSF / \ FILL111 1 ACOUSTIC FIRE TEST: FM FC 172, 2-25-72- ITS, 8-6-98 FIRE TEST: UL L503, ULC M502, cUL L503, GA, FC 5410 / \ BATTS \ / o \ / ----------- (2) LAYER 5/8"TYPE X GYP. BOARD n IT 17��, - , - , . . . . . \� (f) O N 1 HR FLOORCEILING1 HR FLOOR / w00 PAINTING DIAGRAM = w Scale: 1 112'' — 1 -0 Scale: 1 112'' — 1 -0 Scale: 3/16" = 11-0° 8oc 1AV 1/2 GYP. BD., 112" GYP. BD., 112" GYP. BD., 2X 5/81' TYPE X GYP. BD. v J TRIM �M w EXHAUST 10 FROM OPENINGS AND 12 ABOVE ROOF 2X6 FRAMING PER PLAN CAP PIPE AND SEAL UNTIL NEEDED INSULATION PER PLAN 2x6 FRAMING PER PLAN 2x4 FRAMING PER PLAN 2x6 FRAMING PER PLAN 2x6 FRAMING PER PLAN FLASHING PER ROOF MANUFACTURER INSULATION PER SPEC = N z SIDING PER SPEC 7 WALL SHEATHING PER STRUC INSULATION PER PLAN Q ROOF MEMBRANE PER SPEC BUILDING WRAP ROOF SHEATHING HOUSE WRAP LAP SIDING PER SPECS MIN. STC RATING OF 50 WALL TYPE A WALL TYPE B WALL TYPE C WALL TYPE D - 2HR TYP . CORNER RATED FIRE WALL INSULATION Scale: 1 1/2'' - 1 '-0'' WALL TYPES Scale: 1 1/2" = 1 '-0` TRAVOIS DESIGN INSULATION PER SPEC 310 W. 19TH TERRACE KANSAS CITY, MO 64108 BUILDING WRAP P 816.994.8970 LAP SIDING IF816.994.8974 SUPPORT STRAPPING AS NEEDED SMARTSIDE TRIM D DOOR PER SCHEDULE 2X6 FRAMING PER PLAN 2X6 FRAMING PER PLAN DRYWALL CEILING SEAL GAP INSULATION PER PLAN WALL SHEATHING PER BASE TRIM PER SCHEDULE INSULATION PER PLAN INSTALL ELECTRICAL OUTLET FOR FUTURE INSTALL OF BASE TRIM PER SCHEDULE HOUSE WRAP INTERIOR EXTERIOR STRUCTURAL SIDING PER PLAN VENT FAN IF NEEDED (MIN 15 AMP CIRCUIT). FLOORING PER SCHEDULE LAP SIDING FLOORING PER SCHEDULE BUILDING WRAP BASE TRIM PER SCHEDULE 3" DIA. PVC VENT PIPE INSTALL EXPOSED IN METAL FLASHING ADHERED VAPOR BARRIER \ TO CONCRETE VAPOR BARRIER METAL FLASHING MECHANICAL CLOSETS. a EXTERIOR DOOR INTERIOR WALL ° a INSULATION GAURD REVISION DATE T BASE TRIM PER SCHEDULE WALL BEYOND ° azi R-10 RIGID INSULATION SEAL GAP WITH ELASTOMETIC JOINT SEALANT AT Da Da Da ADA METAL THRESHOLD GRADE PER CIVIL 25%SET 6/19/2020 a 50%SET 8/14/2020 SLAB PENATRATION TO PROVIDE AIR TIGHT SEAL. o 0 0 0 0 0 0 ° FLOORING PER SCHEDULE \ \\ o 0 0 • • \\\\ \ 75%SET 9/10/2020 zi� X \D//\\/\\D PEERoMIT SET­ITSET ADDENDUM& 5/21/20210 CONCRETE SLAB ° \ \ RIGID INSULATION MINIMUM _ RIGID INSULATION MINIMUM OF ° OF R-10 UNDER ENTIRE SLAB ° VAPOR BARRIER `�' R-10, UNDER ENTIRE SLAB a VAPOR BARRIER, TAPE AROUND PIPE a a a ° ° a ° PVC T-FITTING a a LZ 7777 SUBBASE SUB BASE a a \\�\\ ° FOUNDATION PER STRUCTURAL D ° SUB BASE FOUNDATION PER STRUCTURAL \�J a D D o o a o0000o a \ D D WATERPROOFING: RUN UNDER SHEET \\\\\\\\\\\\\\\\\\\\\\\ IM THRESHOLD VA\VA\VA\VA\\\\\\\yA\\\ RIGID INSULATION MINIMUM \\ OF R-10, UNDER ENTIRE SLAB FOUNDATION PER STRUCTURAL SUBBASE RADON DETAIL TERMINATION AT PORCH- TYP . ENTRY TERMINATION AT FOUNDATION. Scale: 1 112'' = 1 '-0` Scale: 1 112'' = 1 '-0'' Scale: 1 112'' = 1 '-0'' Scale: 1 112" = 1 '-0` DETAILS 61 UNE UULUMN UAF' ABOVE 1/2"GYP. BD. STONE VENEER �aFoy'coD'e c�,2j� T Y WOOD HEADER,RE: 8 �c MORTAR SCRATCH COAT - G1 O t;very� LATH� 4�-L STRUCTURAL 6"x6" COLUMN 1"x2" FURRING 2 LAYERS OF WRB DETAIL A COS ` HARDIE TRIM AROUND f T R A V O I SM EXTERIOR SHEATHING �rOFIEL HARDWOOD DOOR CASING 6" HIGH LETTERING t PER PROJECT SPECS 2" X 4" FURRING COLUMN EXTERIOR SHEATHING ARCHITECTURE, PC PREHUNG WOOD DOOR, RE: I �� �� SCHEDULE 8" X 8" COLUMN I 2 X 4 FURRING J --- - - / N_ r PLAN DETAIL A - HEAD DETAIL 17021 Q PLAN Co 1/2"GYP.BD. w 1 -4"0 STUD WALL PER PLAN TOP C10 TOP o z r - PREHUNG WOOD DOOR, RE: SCHEDULE HARDIE TRIM WRAP HARDIE TRIM WRAP HARDWOOD DOOR CASING 811 AROUND BEAM AROUND BEAM N AT JAMBS,TYP. O W N DETAIL B — JAMB DETAIL UNIT ADDRESS DETAIL = W 00 Scale: 1 " = 1 '-0" INTERIOR DOOR HEAD & JAMB DETAILS 40e 811 PAINT COLUMN PAINT COLUMN Scale: 1 1/2'' = 1 '-0" 8 V- " W MINIMUM R-11 INSULATION ABOVE O DUCT 000 15" SOFFIT ABOVE ALL WATT CABINETS U � Q N INSULATION R-49 1 -2 z o Q KITCHEN UPPER CABINET - M HVAC DUCT WITH INSULATION WRAP Al NOTES: ROOF TRUSS BASE BASE 1 ) PROVIDE BLOCKING IN WALES AS DRYWALL CEILING w REQUIRED FOR INSTALLATION. 2) COUNTERTOPS TO BE 2' 10" FROM F.F. AT ALL ADA UNITS DUCT INSULATION DETAIL COLUMN DETAIL COLUMN DETAIL TRAVOIS 310W. 19THTN 310 W. 19TH TERRACE KITCHEN UPPER CABINET Scale: 1 " = 1 '-0" 6 Scale: 1 1/2'' = 1 '-0" Scale: 1 1/2" = V-0" KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 GYP. BOARD NOTES: WALE PER PLAN 2 -6 1 ) PROVIDE BLOCKING IN WALLS AS 1 0 REQUIRED FOR INSTALLATION. BULLNOSE DRYWALL 6" LAP SIDING PER SPECIFICATIONS `0 CORNER FLASHING W r 2'-0 " SMARTSIDE TRIM WALL PER PLAN ti FLASHING COUNTERTOP PER SPEC COUNTERTOP PER SPEC WINDOW PER SCHEDULE _ _ _ _ _ _ _ _ _ _ INTERIOR EXTERIOR WOOD BLOCKING HEAD DETAIL N - - - - - - - - - - - - - T N REVISION DATE r r FALSE DRAWER PORTION 25%SET 6/19/2020 WOOD BLOCKING INTERIOR EXTERIOR 50%SET 8/14/2020 NON REMOVABLE 75/°SET 9 10 2020 100% PERMIT SET 12/15/2020 KITCHEN CABINET BASE KITCHEN SINK BASE CABINET PERMITSET-ADDENDUM& 5/21/2021 TO BE REMOVABLE, TYPICAL WINDOW FRAME o _ FINISH INSIDE ADJACENT AND WINDOW PER SCHEDULE N BACK WALLS WITH HARDWOOD co VENEER AS TO BE EXPOSED o N FLASHING M 1XTRIM SMARTSIDE TRIM WOOD BLOCKING - WOOD BLOCKING 6" LAP SIDING PER SPECIFICATIONS - HOUSEWRAP OVER SHEET j7 NISDWOOD BASE TRIM GYP. BOARD HAR EXTERIOR SHEATHING CLOSED CELL POLY SPRAY FOAM �� SILL DETAIL INSULATION R-21 A403 3„ 3 WALL SHEATHING PER STRUCTURAL Typical Kitchen Cabinet Detail Typical Kitchen Sink Cabinet DetailWINDOW HEAD & JAMB DETAIL DETAILS 1 112, = 1 '-0" 1 1/2" = 1 '-0, Sacle: 11/2" = 1'-0" finish schedule finish legend waF°gC M FLOOR BASE CEILING WALLS NOTES ABBREVIATION ITEM NAME MFR. NAME/COLOR NOTES _ _ _ _ LVP-1 TYPICAL FLOORING - PER A002 INI G LVP-1 B-1 P-1 B-1 BASE - PER A002 P-1 CEILING PAINT SHERWIN WILLIAMS EGG SHELL, COLOR TBD LATEX, 1 COAT PRIMER, 1 FIN. COAT `�c�✓�'4C' g•�4i' LVP-1 B-1 P-2 P-4 - T R A V O I S"" Ab R iY LVP-1 B-1 P-1 P-3 - P-2 CEILING PAINT SHERWIN WILLIAMS EGG SHELL, COLOR TBD LATEX, 1 COAT PRIMER, 1 FIN. COAT MUD/UTILITY LVP-1 B-1 P-2 P-4 - P-3 WALL PAINT SHERWIN WILLIAMS EGG SHELL, COLOR TBD LATEX, 1 COAT PRIMER, 1 FIN. COAT ARCHITECTURE, PC LINEN LVP-1 B-1 P-1 P-3 - P-4 WALL PAINT SHERWIN WILLIAMS TBD BY OWNER LATEX, 1 COAT PRIMER, 1 FIN. COAT BATH LVP-1 B-1 P-2 P-4 - PL-1 COUNTERTOP WILSONART PER ELEVATIONS,VENTED SOFFIT WHERE REQUIRED CLOSET LVP-1 B-1 P-1 P-3 - LP-1 SIDING/SOFFIT BOARD JAMES HARDIE MASTER BEDROOM LVP-1 B-1 P-1 P-3 - C-1 C.I.P. CONCRETE BROOM FINISH LIVING LVP-1 B-1 P-1 P-3 - HALL LVP-1 B-1 P-1 P-3 - BEDROOM LVP-1 B-1 P-1 P-3 - POWDER LVP-1 B-1 P-2 P-4 - PORCH C-1 N/A LP-1 LP-1 - z window schedule U) WDW TYPE SIZE (w x h) MFR. SERIES GLAZ. FRAME NOTES SILL HEIGHT A A 6'-8"x 5'-4" TBD SEE PROJECT MANUAL, ENERGY STAR DOUBLE VINYL CASEMENT 1'-10" ^ ' B B 6'-8"x 5'-4" TBD SEE PROJECT MANUAL, ENERGY STAR DOUBLE VINYL CASEMENT 1'-10" O `^ 'V C C 3'-4"x 5'-4" TBD SEE PROJECT MANUAL, ENERGY STAR DOUBLE VINYL CASEMENT 1'-10" w `MV D D 6'-8"x 3'-8" TBD SEE PROJECT MANUAL, ENERGY STAR DOUBLE VINYL CASEMENT 3'-6" W �J E E 6'-8"x 24" TBD SEE PROJECT MANUAL, ENERGY STAR DOUBLE VINYL FIXED 5'-2" F F 314"x 2'-10" TBD SEE PROJECT MANUAL, ENERGY STAR DOUBLE VINYL CASEMENT 3'-11" Q G G 6'-8"x 2'-10" TBD SEE PROJECT MANUAL, ENERGY STAR DOUBLE VINYL FIXED 3'-11" H H 6'-8"x 4'-2" TBD SEE PROJECT MANUAL, ENERGY STAR DOUBLE VINYL FIXED 2'-7" I 1 2'-6"x 6'-10" TBD SEE PROJECT MANUAL, ENERGY STAR DOUBLE VINYL CASEMENT - NOTES: �M W 1. ALL WINDOW DIMENSIONS GIVEN ARE GENERAL AND CONTRACTOR SHALL VERIFY ALL WINDOW OPENING DIMENSIONS. COORDINATE. 2. REFERENCE BUILDING ELEVATIONS, FOR LOCATION AND DIRECTION OF OPERABLE UNITS. (ALL OPERABLE WINDOWS TO HAVE SCREENS TO MATCH FRAME)door schedule O 3. DIMENSIONS GIVEN ARE TO INTERIOR OF ROUGH OPENING. MANUFACTURER TO PROVIDE WINDOW UNITS TO FIT SUCH OPENINGS, O 4. REFERENCING WINDOW DETAILS AND PROVIDING FOR SHIM SPACE AS REQUIRED. CONTRACTOR TO COORDINATE FIELD DIMENSIONS WITH WINDOW MANUFACTURER. 5. ALL GLAZING TO BE INSTALLED WITH A CERTIFYING LABEL ATTACHED. U DOOR SIZE (w x h) MFR. CORE MAT'L FRAME HDWR. GROUP NOTES 4. ALL GLAZING SHALL BE ENERGY SAVER. N Q 5. WINDOWS WITHIN BEDROOMS SHALL MEET EMERGENCY ESCAPE AND RESCUE REQUIREMENTS PER IBC AND IRC. 100 3-0"x 64" SEE SPECIFICATIONS SC FIBERGLASS WOOD DBL. BORED KEY LOCK EXTERIOR DOOR, ENERGY STAR RATED 6. VENTILATION SHALL COMPLY WITH IBC AND IRC AS REQUIRED.. z 7. SAFETY GLAZING SHALL BE REQUIRED IN THE FOLLOWING LOCATIONS: 101 6'-0"x 6'-8" SEE SPECIFICATIONS SC FIBERGLASS WOOD DBL. BORED TRIPE DEADBOLT EXTERIOR DBL DOOR, ENERGY STAR RATED • ALL GLAZING WHOSE EXPOSED EDGE IS LESS THAN 60"ABOVE THE WALKING SURFACE IN A BATHTUB OR SHOWER SHALL BE TEMPERED PER IBC SECTION 2406.3.5. 102 3'-0"x 6'-8" SEE SPECIFICATIONS SC FIBERGLASS WOOD DBL. BORED KEY LOCK EXTERIOR DOOR, ENERGY STAR RATED • ALL GLAZING WITHIN A 24"ARC OF EITHER VERTICAL EDGE OF A DOOR SHALL BE TEMPERED PER IBC SECTION 2406.3.6. • ALL GLAZING ADJACENT TO STAIRWAYS, LANDINGS,AND RAMPS WITHIN 36"HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60"ABOVE THE PLANE OF 103 34"x 6'-8" SEE SPECIFICATIONS HC WOOD WOOD - EXTERIOR DOOR, ENERGY STAR RATED THE ADJACENT WALKING SURFACE PER IBC SECTION 2406.3.10. • ALL GLAZING ADJACENT TO STAIRWAYS WITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60"ABOVE THE 200 3-10"x 6'-8" SEE SPECIFICATIONS HC WOOD WOOD - TYP. INTERIOR DOOR NOSE OF THE TREAD PER IBC SECTION 2406.3.11. 201 3-0"x 6'-8" SEE SPECIFICATIONS HC WOOD WOOD - TYP. BATHROOM POCKET DOOR 10, WINDOWS SHALL MEET THE MINIMUM U VALUE < OR EQUAL TO .28 11, WINDOW ASSEMBLIES SHALL MEET THE MINIMUM SHGC RATING < OR EQUAL TO.27 FOR ALL CASEMENT WINDOWS,AND SHGC RATING < OR EQUAL TO .27 .37 FOR ALL FIXED WINDOWS. 202 2'-8"x 6'-8" SEE SPECIFICATIONS HC WOOD WOOD - INTERIOR CLOSET DOOR 12, PROVIDE SCREENS FOR ALL OPERABLE WINDOWS 203 5'-0"x 6'-8" SEE SPECIFICATIONS HC WOOD WOOD - TYP. INTERIOR STORAGE DOOR 13. PROVIDE ALUMINUM MINI BLINDS FOR ALL WINDOWS (PER PROJECT MANUAL)14. ALL WINDOW FRAMES TO BE BLACK OR GREY. 204 64"x 6'-8" SEE SPECIFICATIONS HC WOOD WOOD - TYP. INTERIOR CLOSET DOOR 205 44"x 6'-8" SEE SPECIFICATIONS HC WOOD WOOD - TYP. INTERIOR CLOSET DOOR window flashing detail 206 44"x 6'-8" SEE SPECIFICATIONS HC WOOD WOOD - TYP. INTERIOR CLOSET DOOR TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 FOLD HEAD - INTERIOR OF P 816.994.8970 _ _r FLAP UP - - INSTALL ONE HEAD HOS EWRAP TAPE MITER EXTERIOR WALL I TEMPORARILY (60Tn51DE5) F 816.994.8974 HOUSEWRAP SECURE IN PIECE SILL FLASHING HEAD FLAP 1. ALL DOOR AND R.O. DIMENSIONS TO BE VERIFIED IN FIELD AND PER DOOR MFR. WALL W/ FOLDED THING INSTALL INSTALL �AMe OVER DOWN NO PROVIDE MINIMAL WINDOW I POSITION SUCH AS EXPANDING FOAM AT 2. REFERENCE FLOOR PLANS FOR DOOR OPERATION OPENING CUT LINE 'IYUEKOOFS PROVIDE WINDOW JAMB FLASHING PERIMETER OF I FOLD JAMB FLEXWRAP" CONTINUOUS B -ENSURE FLASHING WINDOW(4 SIDES) ROUGH FLAPS IN- INSTALL SILL -TURN UP EALANT A PLUMB, (BOTH3. ALL GLAZING SHALL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED SHOWING THE U LABEL Ft , OPENING TRIM As DAM JAMB MIN.6" JAMBS AND H LEVEL ANDSIDES) BEYOND REQUIRED (TYPICALLY -PROVIDEOF WINPOW SQUARE 4. ALL GLAZING SHALL BE SPECTRALLY SELECTIVE LOW-E COATED. (DASHED LINE z xl/z"-FULL CONTINUITY -DO NOT AP Y -SHIM AS FOLD SILL WIDTH) OVER SILL DAM SFAIANT AT SILL REQ'D 10. ALL GLAZING SHALL MEET THE MINIMUM U VALUE < OR EQUAL TO .55 FLAP IN-TRIM AS REQUIRED REVERSE VIEW) 11. VENTILATION AND EGRESS OPENINGS SHALL MEET MINIMUM REQUIREMENTS AS STATED IN REFERENCED BUILDING CODES. STEP I STEP Y 2Ef 3 OP—4 STEPS �,6 T� TS FP a TS FP a STEP Io s�P�a STEP 1 12. ALL EXTERIOR DOORS TO BE ENERGY STAR RATED 13. ALL INTERIOR DOORS TO USE LEVER STYLE HARDWARE,TYP. 14. ALL INTERIOR DOORS TO BE 6 PANELED 15. ALL DOORS TO HAVE STOOPS PER SPECIFICATIONS window types door types 6'-8" 6'-8" 3'-4" 6'-8" 6'-8" 3'-4" REVISION DATE 3 6'-0" 3 3 3 3 21-811 1 21 C? / \ Eli1E1111 171 Ll 0 CD 25%SET 6/19/2020 50%SET 8/14/2020 \ 0 0 0 0 ❑E ❑� L0 LO L0 \ 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 LA co o ao eo • ao \ oo 00 0 _ _ _ �, PERMIT SET-ADDENDUMD 5/21/2021 CD CD CD co co co cD cD - - 100 101 102 103 200 201 202 203 4'-0" 4'-8" 5'-0" SHEET 0 0 �■ ❑� 0404 N CV -1 O 0? co co -1 -1 CD CO co \ / 140 %% Moil 11 ~ ~ O N N zoa 205 2os © OO OO SCHEDULES FOR CODE C .?`NOT `,9� PREFAB WOOD TRUSSES NOTES - SHALLOW FOUNDATIONS NOTES - GENERAL MATERIAL SPECIFICATIONS SYMBOLS / ABBREVIATIONS DESIGN INFORMATION 1. TRUSSES TO'M-DESIGNED AND ERECTED IN CONFORMANCE WITH 1. CONTRACTOR SHALL BE FULLY FAMILIAR WITH ALL ASPECTS OF THE 1. THESE DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL STEEL MATERIAL SPECIFICATIONS SYMBOL/TAG DESCRIPTION APPLIES TO BUILDING CODE: TRUSS PLATE INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS AND IN SOILS REPORT BEFORE BEGINNING CONSTRUCTION. AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR STEEL MEMBERS MATERIAL 2015 INTERNATIONAL BUILDING CODE AS ADOPTED AND/OR AMENDED ACCPRDANCE WITH LOCAL BUILDING CODES. 2. CONTRACTOR SHALL USE THE SOILS REPORT FOR SPECIFICATIONS AND COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WIDE FLANGE SHAPES (W) ASTM A992 X DETAIL ON SHEET DETAILS, SECTIONS, BY LOCAL BUILDING CODES 2.TRUSSES TO BE BRACED PER MANUFACTURER'S RECOMMENDATIONS DETAILS FOR PLACEMENT OF PERIMETER DRAINS, UNDER-SLAB DRAINS, WORK. SX.X & ELEVATIONS T R A V 0 I ((�� 1JM DURING ERECT!•"-` AND ANY OTHER SOILS RELATED ITEMS. 2. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT CHANNELS C , ANGLES L ASTM A36 SHEET NUMBER SOILS INFORMATION: PLATES ASTM A36 SOILS ENGINEER GEOTEST 3.TRUSSES SHALL BE LATERALLY SUPPORTED AT ALL PANEL POINTS. 3. CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR ALL SOIL THE WRITTEN APPROVAL OF THE ENGINEER. T=XXX'-XX" ELEVATION (TOP) FOOTINGS AND ARCHITECTURE,PC 4. TRUSS MANUFACTURER IS TO SUBMIT LAYOUT PLANS AND CONDITIONING REQUIREMENTS PRIOR TO PLACING BUILDING 3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE HOLLOW STRUCTURAL SHAPES (HSS) ASTM A500, GRADE C B = XXX' -XX" ELEVATION (BOTTOM) FOUNDATION WALLS REPORT NO. 18-0392 REPORT DATE June 13, 2018 CALCULATIONS FOR ALL TRUSSES. THE CALCULATIONS ARE TO BEAR A FOUNDATIONS. MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. HIGH STRENGTH BOLTS ASTM F3125, GRADE A325 LEVELS, SPOT FROST DEPTH 18" LICENSED PROFESSIONAL ENGINEER'S SEAL IN THE STATE OF WHICH THE 4. ALL FOOTING EXCAVATIONS TO BE APPROVED BY GEOTECHNICAL 4. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF ANCHOR BOLTS (HEX-HEAD UNO) ASTM F1554 (55 ksi) "Sl OIL T.O.X. ELEVATION MARK ELEVATIONS, & PLAN BEARING PRESSURE. 3000 psf PROJECT IS LOCATED. CALCULATIONS ARE TO SHOW LOADINGS, SPACING, ENGINEER PRIOR TO PLACING CONCRETE. CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. EPDXY ANCHOR RODS ASTM A36 XXX'-XX" ELEVATIONS WIND DESIGN SITE SPECIFIC INFORMATION: STRESSES, CONFIGURATION, CONNECTIONS, GRADE OF MATERIAL, 5. ALL FOOTINGS SHALL EXTEND BELOW FROST DEPTH, REFER TO DESIGN CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE STEEL DECK, PLAIN STEEL ASTM Al008, (33 ksi) TOP OF STEEL ULTIMATE WIND SPEED (3 SECOND GUST),V 115 mph STEEL DECK, GALVANIZED ASTM A653, (33 ksi) CAMBER, AND DEFLECTIONS. INFORMATION FRAMING AT THE TIME THE LOADS ARE IMPOSED. T.O.S. = XXX -XX ELEVATION PLAN VIEW NOTATIONS WIND EXPOSURE CATEGORY C 5. FLOOR AND ROOF TRUSSES NOTED AS A DRAG TRUSS SHALL BE 5. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON JOIST BEARING TOPOGRAPHICAL FACTOR, Kt 1.00 DESIGNED TO TRANSFER OR CARRY AXIAL LOAD NOTED ON FRAMING COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL NON-SHRINK GROUT, COL. BASES 5000 psi 28 DAY STRENGTH JST ERG = XXX' -XX" ELEVATION PLAN VIEW NOTATIONS PLANS ACTING ALONG TRUSS TOP CHORD AND SHALL BE RESISTED ALONG NOTES - CONCRETE TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE CONCRETE REINFORCING STEEL SPECIFICATIONS WIND DESIGN BUILDING INFORMATION: BOTTOM CHORD OVER LENGTH NOT GREATER THAN LENGTH OF SHEAR RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR MATERIAL SPECIFICATION REVISION MARK SHEET REVISIONS OCCUPANCY CATEGORY II WALL NOTED ON PLANS (IF APPLICABLE). 1. ALL CONCRETE CONSTRUCTION TO CONFORM TO ACI "BUILDING CODE SEQUENCES. REINFORCING BARS ASTM A615, GRADE 60 ABV DEFINITION ABV DEFINITION DIRECTIONALITY FACTOR, Ka 0.85 6. TRUSSES SHALL NOT BE NOTCHED, DRILLED, CUT, OR ALTERED WITHOUT REQUIREMENTS FOR REINFORCED CONCRETE", THE GOVERNING EDITION 6. UNLESS OTHERWISE NOTED, FIREPROOFING METHODS AND MATERIALS WELDED WIRE FABRIC ASTM Al064 AB ANCHOR BOLT SIM SIMILAR CONDITION VELOCITY PRESSURE COEFFICIENT, Kn 0.90 WRITTEN APPROVAL OF THE TRUSS MANUFACTURER'S ENGINEER. OF THE ACI 318, AND ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR STRUCTURAL MEMBERS ARE NOT SHOWN ON STRUCTURAL PORTLAND CEMENT ASTM C 150 VELOCITY PRESSURE, qZ 18.5 psf PROPOSED MODIFICATIONS SHALL BE REVIEWED BY THE STRUCTURAL FOR BUILDINGS"ACI 301, UNLESS NOTED OTHERWISE. DRAWINGS. REFERENCE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS o CJ CONTRACTION JOINT STD STANDARD INTERNAL PRESSURE COEFFICIENT, GC +/-0.18 ENGINEER OF RECORD PRIOR TO MODIFICATION. FOR FIRE RATING REQUIREMENTS, FIRE PROOFING METHODS AND FLY ASH ASTM C 618, 15/o MAX pi 2. WATER REDUCING ADD MIXTURES ARE ALLOWED IN CONCRETE MIX CL CENTERLINE T.O.C. TOP OF CONCRETE CONCRETE AGGREGATES ASTM C 33, 3/4" MAX AGG. SIZE. EDGE REGION, a 3'- 0" O 7. THE WOOD TRUSS MANUFACTURER SHALL BE REGISTERED AND DESIGNS. MATERIALS. DIA DIAMETER T.O.D. TOP OF DECK APPROVED PER IBC SECTION 1704.5.2 FOR FABRICATION WITHOUT SPECIAL 3. SYNTHETIC MICRO-FIBERS ARE NOT ALLOWED UNLESS SPECIFICALLY 7. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ON PLANS. EPDXY-THREADED ROD ANCHORS HILTI HIT-HY 200 A OR SIMPSON SET XP COMPONENTS AND CLADDING LOADS POSITIVE PRESSURES NEGATIVE PRESSURES E.O.D. EDGE OF DECK ANGLE T.O.L. TOP OF LEDGE INSPECTION. NOTED IN THESE DRAWINGS. 8. THE CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER OF ANY EPDXY- REINFORCING BARS HILTI HIT-HY 200 R OR SIMPSON SET XP E.O.S. EDGE OF SLAB T.O.M. TOP OF MASONRY ROOF ZONE 1 (AREA=50 SF) 20.8 psf -33.3 psf ■ 8. FLAT ROOF TRUSSES SHALL BE DESIGNED FOR AN ADDITIONAL LOAD OF 4. UNLESS OTHERWISE SHOWN IN THE ARCHITECTURAL DRAWINGS, DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REBAR CONDITION MINIMUM CONCRETE COVER EXT EXTERIOR T.O.S. TOP OF STEEL ROOF ZONE 2 (AREA=50 SF) 20.8 psf -33.3 psf MIN (2)200 LB POINT LOADS SPACED AT 6-0"APART ANYWHERE ALONG THE PROVIDE 3/4"CHAMFERS AT THE EDGES THAT ARE EXPOSED TO VIEW IN NOT BE RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATION BY THE FORMED SURFACES EXPOSED TO 2" GA GAUGE T.O.W. TOP OF WALL ROOF ZONE 3 (AREA=50 SF) 20.8 psf -51.2 psf TOP CHORD FOR MECH CONDENSORS. MECH CONDENSORS SHALL BE THE FINISHED STRUCTURE. ARCHITECT/ENGINEER'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, GROUND OR WEATHER HAS HEADED ANCHOR STUDS TYP TYPICAL CONDITION OVERHANGS ROOF ZONE 2 (AREA=50 SF) -68.3 psf N PLACED SUCH THAT THEY ARE SUPPORTED BY AT LEAST(2) ROOF 5. REFERENCE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW ETC., UNLESS HE HAS SPECIFICALLY INFORMED THE ARCHITECT/ENGINEER UNFORMED SURFACE IN CONTACT OC ON CENTER UNO UNLESS NOTED OTHERWISE OVERHANGS ROOF ZONE 3 (AREA=50 SF) -76.6 psf ^ TRUSSES. OPENINGS, DRIP SLOTS, REGLETS, MASONRY,ANCHORS, BRICK LEDGE OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE ARCHITECT/ WITH THE GROUND 3" PAF POWDER ACTUATED FASTNR WP WORK POINT WALL ZONE 4 (AREA=50 SF) 10.0 psf 0.0 psf w ` v ELEVATIONS AND FOR MISCELLANEOUS EMBEDDED PLATES, BOLTS, ENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. WALLS AND SLABS NOT EXPOSED BASE PLATE TAG WALL ZONE 5 (AREA=50 SF) 10.0 psf 0.0 psf � w ANCHORS,ANGLES, ETC. 9. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO 1 N 50 SF) LOAD CASE A LOAD CASE B PARAPETS (AREA= BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS, BE BROUGHT TO THE TO GROUND OR WEATHER 6. REFERENCE ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES. INTERIOR BEAMS AND COLUMNS WALL ZONE 4& ROOF ZONE 2 0.0 psf 0.0 psf WHERE FINISH IS NOT SPECIFIED, CONFORM TO REQUIREMENTS OF ACI ATTENTION OF THE ARCHITECT/ENGINEER. PLANS AND/OR 1 1/2" P \`1 p 301. SPECIFICATIONS WILL BE CORRECTED, OR WRITTEN INTERPRETATION OF (TO TIES OF STIRRUPS) BASE PLATE CALLOUT�Q� ,�`� WALL ZONE 5& ROOF ZONE 3 0.0 psf 0.0 psf THE ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL CONCRETE MIX DESIGN REQUIREMENTS 5 00 SEISMIC DESIGN SITE SPECIFIC INFORMATION: 7. REFERENCE MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FOR P '� ~BOTTOM OF BASE PLATE BE MADE BY THE ARCHITECT/ENGINEER BEFORE THE AFFECTED WORK PLAN COLUMN Q' ELEVATION SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE r n DRAINS, SLEEVES, OUTLET BOXES, CONDUIT,ANCHORS, ETC. PROCEEDS. MAX 8. CONTACT APEX ENGINEERS, INC. IF HOUSE KEEPING PADS OR INERTIA 28 DAY CEMENT W/C SLUMP 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERRORS OF SPECTRAL RESPONSE COEFFICIENTS Ss= 1.103 BASES ARE REQUIRED BEYOND WHAT IS SHOWN IN THE STRUCTURAL CONCRETE USE WEIGHT f'c TYPE RATIO (+/-1") %AIR CENTERLINES OF COLUMN St = 0.437 ■ CONTRACT DOCUMENTS. DETAILING, FABRICATION AND INSTALLATION. THE CONTRACTOR SHALL PLATE SHOWN FOR MAKE ALL MEASUREMENTS IN THE FIELD NECESSARY TO VERIFY OR FOOTINGS/PIERS NW 3500 psi 1/11 0.55 5" 6% MAX GRID/DIMENSION LINES SEISMIC RISK CATEGORY II 9. ALL REINFORCING STEEL TO BE DETAILED IN ACCORDANCE WITH ACI SUPPLEMENT DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS AND HE FOUNDATION WALLS NW 3500 psi I/II 0.50 4" 6% +/- 1% ORIENTATION SITE CLASS (PER SOILS REPORT) D 70 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED SHALL VERIFY THAT ALL DIMENSIONS SHOWN ON THE SHOP DRAWINGS o COLUMN TAG DESIGN SPECTRAL RESPONSE Fa= 1.06 Sys= 0.778 INT.SLAB-ON-GRADE NW 4000 psi I/II 0.45 5" 3/o MAX CONCRETE STRUCTURES." ARE COORDINATED WITH THE DIMENSIONS AND REQUIREMENTS OF THE P CAP PLATE CALLOUT ACCELERATIONS ELEVATED SLABS NW 5000 psi 1/II 0.45 5" 1.5% +/- O\`b F = 1.56 So, = 0.455 10. REINFORCING SHALL BE CONTINUOUS WHEREVER POSSIBLE. SPLICES CONTRACT DRAWINGS. REVIEW OF THE SHOP DRAWINGS DOES NOT SEISMIC DESIGN BUILDING INFORMATION: AND LAPS TO CONFORM TO ACI 318. REFER TO CONCRETE REBAR RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR COMPLETING THE EXTERIOR SLAB NW 4000 psi I/II 0.45 4" 6% +/- 1% COLUMN SIZE _��G�+ M SCHEDULE. WORK SUCCESSFULLY IN ACCORDANCE WITH THE CONTRACT DRAWINGS CONCRETE SLAB SPECIFICATIONS 0� �' LIGHT FRAMED WALLS SHEATHED WITH WOOD I AND SPECIFICATIONS. I 5 CONNECTION DETAIL SEISMIC RESISTING SYSTEM STRUCTURAL PANELS RATED FOR SHEAR 11. DOWELS IN FOOTING, WALLS, AND DRILLED PIERS MUST BE IN POSITION FLOOR FLATNESS, FF SOV: 35 MLV: 25 PLAN COLUMN NORTH/SOUTH DIRECTION RESISTANCE V' BEFORE PLACING CONCRETE WHENEVER POSSIBLE. 11. SUBMIT PRINTS OR ELECTRONIC COPIES OF EACH SHOP DRAWINGS. FLOOR LEVELNESS, FL SOV: 24 MLV: 17 0) O 12. REFERENCE TYPICAL FOUNDATION DETAILS FOR INFORMATION ON REPRODUCIBLE COPIES OF CONTRACT DOCUMENTS SHALL NOT BE USED WOOD MATERIAL SPECIFICATIONS CENTERLINES OF COLUMN SEISMIC RESISTING SYSTEM LIGHT FRAMED WALLS SHEATHED WITH WOOD O REINFORCING REQUIREMENTS AT WALL AND SLAB OPENINGS. AS SHOP DRAWINGS. SHOP DRAWINGS SHALL BE REVIEWED BY MEMBERS MATERIAL SPECIFICATION STRUCTURAL PANELS RATED FOR SHEAR 1 13. REFERENCE TYPICAL FOUNDATION DETAILS FOR INFORMATION ON CONTRACTOR PRIOR TO SUBMISSION. CONTRACTOR STAMP SHOP GRID/DIMENSION LINES EAST/WEST DIRECTION RESISTANCE v DRAWINGS ACCEPTING RESPONSIBILITY FOR COORDINATION OF JOIST, RAFTERS, HEADERS, BEAMS No. 2 DF/L REINFORCING REQUIREMENTS AT CORNER AND TEE INTERSECTIONS. FRAMING SYSTEM TAG DIMENSIONS SHOWN IN THE CONTRACT DOCUMENTS, QUANTITIES AND TREATED LUMBER No. 2 So. Pine EAST/WEST NORTH/SOUTH 14. PROVIDE VERTICAL CONTROL JOINTS ON ALL POURED CONCRETE COORDINATION WITH OTHER TRADES. DRAWINGS NOT BEARING STUDS, BEARING WALL No. 2 SPF DIRECTION OF RESPONSE MODIFICATION, R 6.50 6.50 ■ WALLS AND BASEMENT WALLS. SPACE JOINTS T 3 X WALL HEIGHT FOR z WALLS LESS THAN 10 FT AND WALL HEIGHT FORR CONTRACTOR'S STAMP MAY BE REJECTED AT THE DISCRETION OF THE TALLER WALLS. PROVIDE SILL AND TOP PLATES No. 2 SPF FRAMING MEMBER DEF. AMPLIFICATION FACTOR, Ca 4.00 4.00 ADDITIONAL JOINT WITHIN 10 FT OF CORNERS. ARCHITECT OR STRUCTURAL ENGINEER. GLULAM BEAMS DF/DF OVERSTRENGTH FACTOR, 0 3.00 3.00 15. OPENINGS IN SLAB OF 1'-4"AND LESS ON A SIDE ARE GENERALLY NOT 12. REVIEW AND RETURN OF SHOP DRAWINGS SHALL BE BASED ON A SINGLE SPAN 24F-V4 EXPANSE OF FRAMING SEISMIC RESPONSE COEF., Cs 0.118 0.118 E < MINIMUM OF TEN (10)WORKING DAYS IN THE STRUCTURAL ENGINEER'S SHOWN ON THE STRUCTURAL DRAWINGS. REFERENCE ARCHITECTURAL MULTI SPAN 24F-V8 SEISMIC BASE SHEAR, V 0.0 kip 0.0 kip AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. OFFICE FROM RECEIPT OF SUBMISSION TO RETURN TO THE NEXT PARTY SYSTEM MARK FOR THEIR ACTION. SHOP DRAWINGS SHOULD BE SUBMITTED LAMINATED VENEER LUMBER, LVL Fb =2600 psi, E= 1.9 x 1OE6 psi j SEISMIC DESIGN CATEGORY D Cz INCREMENTALLY AS APPROPRIATE PACKAGES ARE PREPARED TO LAMINATED STRAND LUMBER, LSL Fb= 1700 psi, E = 1.3 x 10E6 psi FRAMING LEGEND: SNOW LOAD INFORMATION: EQUALIZE THE WORKLOAD FOR REVIEW OF THE DRAWINGS. SUBMISSION PARALLEL STRAND LUMBER, PSL Fb = 1700 psi, E = 1.3 x 10E6 psi - BEARING GROUND SNOW LOAD, P9 20 psf NOTES - ROUGH CARPENTRY OF A LARGE VOLUME OF SHOP DRAWINGS AT ONE TIME MAY RESULT IN WALL ABOVE BOLTS AND THREADED RODS ASTM A307 (MIN.) - - - ROOF SNOW LOAD, Pr 20 psf REVIEW TIMES WHICH WILL EXCEED THOSE NOTED ABOVE. DEFINITION OF GRAVITY LOAD INFORMATION: 1. CONTRACTOR IS RESPONSIBLE TO ADEQUATELY SHORE AND BRACE ALL A"LARGE VOLUME" OF SHOP DRAWINGS IS SUBJECT TO INTERPRETATION. FLOOR SYSTEM, FLOOR AND ROOF FRAMING AND WALLS DURING CONSTRUCTION. LREF PLAN ROOF DEAD LOAD 25 psf 2. NAILING: SHALL BE PER FASTENING SCHEDULE OF THE INTERNATIONAL o z ROOF LIVE LOAD 20 psf BUILDING CODE. FOR PREFABRICATED CONNECTORS USE ALL FASTENERS NOTES - DEFERRED SUBMITTALS U Q FLOOR DEAD LOAD 25 psf AS PRESCRIBED BY THE MANUFACTURER. BEAM, w RESIDENTIAL LIVE LOADS(ONE&TWO FAMILY DWELINGS) UNIFORM/CONC. 3. ALL POST AND JAMBS ARE TO BE BLOCKED SOLID WITH THE SAME 1. THE ARCHITECT OR ENGINEER OF RECORD SHALL LIST THE DEFERRED REF PLAN BEARING WALL, Lu = UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf NUMBER OF PIECES AS THE POST OR JAMB WITHIN THE FLOOR SPACE AND SUBMITTALS ON THE PLANS FOR REVIEW BY THE BUILDING OFFICIAL. REF PLAN u_ CONTINUOUS TO THE FOUNDATION LEVEL. BLOCKING IS TO ALIGN WITH w z UNINHABITABLE ATTICS WITH STORAGE 20 psf 2. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO ui O HABITABLE ATTICS AND SLEEPING AREAS 30 psf POST OR JAMBS. THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND ARCH WALLS, HEADER, TRAVOIS DESIGN & 4. SPECIES AND GRADES SHOWN IN SCHEDULE ARE THE MINIMUM FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING HALF-TONED FOR REF PLAN STAIRS AND EXIT WAYS 40 psf/300 Ibs ACCEPTABLE. BETTER GRADES MAY BE SUBSTITUTED. THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND CLARITY ALL OTHER AREAS 40 psf CONSTRUCTION SERVICES, LLC 5. PRESSURE TREATED WOOD TO BE USED WHEN EXPOSED TO WEATHER FOUND TO BE IN THE GENERAL CONFORMANCE TO THE DESIGN OF THE BALCONIES AND DECKS 60 psf 310 W. 19TH TERRACE OR IN CONTACT WITH CONCRETE OR MASONRY. BUILDING. GARAGES 40 psf/3000 Ibs 6. WOOD STRUCTURAL PANELS TO BE A.P.A. RATED AND EXPOSURE 1. 3. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE NOTE: THE FRAMING IN THIS EXAMPLE IS FOR REFERENCE ONLY, ROOF TRUSS DESIGN REQUIREMENTS KANSAS CITY, MO 64108 PANELS TO BE MANUFACTURED PER U.S. DEP. OF COMMERCE PRODUCT DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE ACTUAL FRAMING SITUATION AND CONSTRUCTION TYPE MAY VARY MINIMUM DEFLECTION CRITERIA, UNO P 816.994.8970 STANDARDS PS1 OR PS2. BUILDING OFFICIAL. SHEAR WALL LEGEND: TOTAL LOAD L/240 7. ANY FASTENERS OR CONNECTORS TO AND THROUGH TREATED WOOD 4. DEFERRED SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE TRANSIENT LOAD L/360 F 816.994.8974 SHALL BE FASTENED WITH ASTM Al53 CLASS D HOT DIP GALVANIZED OR DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION AND WALL, SHEAR WALL END TOP CHORD LOADS STAINLESS STEEL FASTENERS. THAT PERIOD.E TO BE SUBMITTED TO THE BUILDING OFFICIAL WITH A SPECIFIED REF PLAN STUDS, REF PLAN LIVE LOAD/SNOW LOAD 20 psf 8. WOOD FRAMING WILL HAVE SHRINKAGE. THE CONTRACTOR SHALLDEAD LOAD 15 psf COORDINATE REQUIREMENTS TO ACCOMMODATE SHRINKAGE WITH OTHER 5. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL TRADES. OF THE BUILDING OFFICIAL. BOTTOM CHORD LOADS CONTINUE STUD SHEAR WALL, REF DEAD LOAD 10 psf 9. BORED HOLES FOR HORIZONTAL PLUMBING PIPING SHALL BE PROVIDED 6. SUBMITTALS SHALL INCLUDE DETAILED DRAWINGS OF EACH MEMBER p PACK FROM SHEAR PLAN, HATCH GE D.C y WITH FLEXIBLE JOINTS TO PERMIT MOVEMENT. AND ITS CONNECTIONS ALONG WITH SUPPORTING CALCULATIONS WALL ABOVE DENOTES SHEATHING OF wAsy/ O� 10. RIGID ELECTRICAL CONDUIT INSTALLED VERTICALLY SHALL BE PREPARED UNDER THE SUPERVISION, BEARING THE SEAL AND SIGNATURE, OF A LICENSED PROFESSIONAL ENGINEER IN THE PROJECT JURISDICTION. SHEAR WALL PLAN APPLIED THIS FACE �Q PROVIDED WITH FLEXIBLE JOINTS TO PERMIT MOVEMENT. � a 11.ALL DIMENSIONAL LUMBER SHALL BE GRADE STAMPED WITH MOISTURE 7. DEFERRED SUBMITTAL ITEMS: CONTENT NOT TO EXCEED 19%. • PREFABRICATED WOOD TRUSSES FOUNDATION, o HOEDOWN ANCHOR 51347 12. INCISED STRUCTURAL LUMBER NOT PERMITTED WITHOUT THE PRIOR • PRE-ENGINEERED I-JOISTS REF PLAN LOCATION, REF PLAN Pcc RFG/STER�O WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. • PRE-MANUFACTURED CANOPIES AND AWNINGS SS/ONAL 13. DIMENSIONAL LUMBER SIZES SHOWN ON PLANS ARE NOMINAL DIMENSIONS. DRESSED SIZES PUBLISHED IN THE LATEST EDITION OF AMERICAN SOFTWOOD LUMBER PS20 SHALL BE ACCEPTED AS MINIMUM FOUNDATION PLAN NET SIZES CONFORMING TO SUCH NOMINAL SIZES. NOTES - SHOP DRAWING SUBMITTALS 14. WOOD HEADERS SHALL HAVE A FULL 3" LENGTH OF BEARING AT EACH END UNO. 1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN SHEET LIST - STRUCTURAL 15.ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS. REVISION DATE SHALL BE FRAMED WITH PREFABRICATED METAL JOIST HANGERS FOR SHOP DRAWING REVIEW IS INTENDED FOR VERIFICATION OF DESIGN SHEET NUMBER SHEET NAME REQUIRED CAPACITY.ALL PREFABRICATED METAL HARDWARE IS BY CONCEPT CONVEYANCE AND GENERAL CONFORMANCE TO CONTRACT S100 GENERAL NOTES AND SPECIFICATIONS SIMPSON STRONG-TIE COMPANY OR APPROVED EQUIVALENT. DOCUMENTS ONLY. 50%SET 8/14/2020 CONNECTIONS IN CONTACT WITH PRESSURE TREATED WOOD SHALL HAVE 2. CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT S110 SPECIAL INSPECTIONS G185 GALVANIZED COATING PER ASTM A653 AND HOT DIPPED GALVANIZED DOCUMENTS SHALL BE CLOUDED BY MANUFACTURE/FABRICATOR. ANY S120 SCHEDULES 25%SET 6/19/2020 FASTENERS PER ASTM A153. ALTERNATE CORROSION RESISTANT OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY S200-A SINGLE FAMILY- FOUNDATION PLAN -A 75%SET 9/10/2020 CONNECTIONS IN ACCORDANCE WITH IBC WILL BE CONSIDERED. PRIOR SUBMITTING PARTIES SHALL NOT BE CONSIDERED APPROVED AFTER S200-B SINGLE FAMILY-FOUNDATION PLAN -B 100%PERMIT SET 12/15/2020 WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD IS ENGINEER'S REVIEW, UNO. S201 SINGLE FAMILY-ROOF FRAMING PLAN REQUIRED. PERMITSET-ADDENDUM 5/21/2021 3. SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. S210 COMMUNITY BUILDING- FOUNDATION PLAN PERMITSEf-ADDENDUM1 /2 /2021 16. WALL, FLOOR, AND ROOF SHEATHING NAILS SHALL HAVE FULL HEADS. ITEMS SHOWN INCORRECTLY OR OMITTED AND NOT FLAGGED BY THE S211 COMMUNITY BUILDING- FLOOR FRAMING PLAN CLIPPED NAILS ARE NOT ALLOWED IN THESE APPLICATIONS. ENGINEER DURING REVIEW ARE NOT TO BE CONSIDERED CHANGES TO 17. NAIL TYPE USED IN WALL, FLOOR, AND ROOF WSP SHEATHING SHALL BE THE CONTRACT DOCUMENTS. S212 COMMUNITY BUILDING- ROOF FRAMING PLAN COMMON OR GALVANIZED BOX NAILS. SINKER NAILS, COOLER NAILS, ETC 4. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED S300 SHEAR WALL ELEVATIONS ARE NOT PERMITTED IN THESE APPLICATIONS. BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. S301 CS-PF BRACED WALL 18.ALL SIDE LOADED LVL BEAMS TO BE FASTENED TOGETHER PER DESIGNED SHOP DRAWINGS SHALL BE PREPARED UNDER THE S500 TYPICAL CONCRETE DETAILS MANUFACTURER REQUIREMENTS. SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. S501 TYPICAL FOUNDATION DETAILS 19.ALL MULTI-PLY BEAMS TO BE SUPPORTED BY STUD PACK WITH ONE 5. SHOP DRAWINGS MUST BE ORIGINAL DOCUMENTS. REPRODUCTION OF S502 TYPICAL FOUNDATION DETAILS ADDITIONAL STUD THAN BEAM PLY'S. ANY PORTION OF THE CONTRACT DOCUMENTS FOR USE IN SUBMITTALS IS S503 FOUNDATION DETAILS NOT PERMITTED AND MAY RESULT IN REJECTION. S520 TYPICAL WOOD DETAILS 6. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY S521 TYPICAL WOOD DETAILS CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. S522 WOOD FRAMING DETAILS 7. CONTRACTOR SHALL SUBMIT STRUCTURAL SHOP DRAWINGS FOR THE S523 IWOOD FRAMING DETAILS A\ SHEET FOLLOWING: S524 TYP BRACED WALL DETAILS • CONCRETE MIX DESIGN, MATERIALS,AND TEST REPORTS EX CONCRETE REINFORCING STEEL, HARDWARE,AND FASTENERS , • MASONRY MATERIALS, GROUT MIX DESIGN, REINFORCING, STATEMENT OF ENGINEERS,INC, COMPRESSIVE STRENGTH S100 • ROUGH CARPENTRY HARDWARE,AND FASTENERS 1625 Locust St • ENGINEERED WOOD FRAMING Kansas City, MO 64108 816.421.3222 GENERAL NOTES AND www.apex-engineers.com SPECIFICATIONS �QFOR CODS c,%o G1IV Y STATEMENT OF SPECIAL INSPECTION CODE FREQUENCY CONSTRUCTION TYPE REFERENCE CONT. PER. ` TOT T T A 9M �rroFl�Ln��ySe� 1705.3 REINFORCED CONCRETE 1 �( v 1 1. INSPECTION OF REINFORCING STEEL, INCLUDING X ARCHITECTURE,PC PRESTRESSING TENDONS,AND PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING: A. VERIFICATION OF WELDABILITY OF REINFORCING X STEEL OTHER THAN ASTM A 706. B. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES X AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. C. SHEAR REINFORCING. X D. OTHER REINFORCING STEEL. X 3. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE X ALLOWABLE LOADS HAVE BEEN INCREASED OR SD IS USED. 4. INSPECTION OF ANCHOR INSTALLED IN HARDENED X CONCRETE. O 5.VERIFYING USE OF REQUIRED MIX DESIGN X 6.AT THE TIME FRESH CONCRETE IS SAMPLED, PERFORM ■ SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE X TEMPORATURE OF THE CONCRETE. 7. INSPECTION OF CONCRETE AND SHOTCRETE X ^ ' PLACEMENT FOR PROPER APPLICATION TECHNIQUES. ` v 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING X ♦ ^ TEMPERATURE AND TECHNIQUES. Uj ` V 9. INSPECTION OF PRESTRESSED CONCRETE: W A. APPLICATION OF PRESTRESSING FORCES. X Uj B. GROUTING OF BONDED PRESTRESSING TENDONS IN X 0) THE SEISMIC-FORCE-RESISTING SYSTEM. 10. ERECTION OF PRECAST CONCRETE MEMBERS. X 11.VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED X v J CONCRETE AND PRIOR TO REMOVAL OF SHORING. 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND ■ X DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. 1705.5 1 WOOD CONSTRUCTION 70 r^ 1. HIGH-LOAD DIAPHRAGMS: - W A. THE WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS OF THE GRADE AND X A^ THICKNESS SHOWN ON THE APPROVED BUILDING PLANS. `1 J B. NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING X PANEL EDGES. C. NAIL OR STAPLE DIAMETER AND LENGTH, THE NUMBER O OF FASTENER LINES AND THAT THE SPACING BETWEEN X O FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. 2. SHEAR WALLS AND BEARING WALLS A. GRADE AND THICKNESS OF WOOD STRUCTURAL X N PANELS. 7— B. NOMINAL SIZE OF FRAMIGN MEMBERS AT ADJOINING X PANEL EDGES. E < C. NAIL OR STAPLE DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN X FASTENERS IN EACH LINE AND AT EDGE CONDITIONS. D. VERIFY THE TYPE, CONNECTION,AND ANCHORAGE OF X HOLDDOWNS. E. PROPRIETARY COMPONENTS INSTALLED PER X MANUFACTURER SPECIFICATIONS. F.VERIFY BLOCKING INSTALLATION AT PANEL EDGES. X G. GRADE AND NOMINAL SIZE OF CHORD STUDS. X 3. DIAPHRAGMS AND FLOOR FRAMING A. VERIFY THE SIZE AND SPACING BETWEEN BOLTS, LAG X SCREWS, AND FRAMING ANCHORS. B. VERIFY CONNECTION OF DIAPHRAGMS TO SHEAR X WALLS. C. DIAPHRAGM BLOCKING PLACEMENT AND X TRAVOIS DESIGN & INSTALLATION. D. DRAG TRUSS AND DRAG STRUT PLACEMENT AND X CONSTRUCTION SERVICES, LLC CONNECTIONS. 310 W. 19TH TERRACE E. SPLICE CONNECTIONS, SHEAR TRANSFER CLIPS, AND X TRANSITION CONNECTIONS BETWEEN FLOOR. KANSAS CITY, MO 64108 F. PROPRIETRY COMPONENTS INSTALLED PER X P 816.994.8970 MANUFACTURER SPECIFICATIONS. 4. GENERAL WOOD FRAMING F 816.994.8974 A. VERIFY THE SIZE AND SPACING BETWEEN BOLTS, LAG X SCREWS, AND FRAMING ANCHORS. B. NAIL OR SCREW DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES AND SPACING FOR BUILT UP WOOD X MEMBERS. C. JAMB AND SILL FRAMING. X D.C,p� D.ATTACHMENT AT BEAM BEARING LOCATIONS. X �Qy OF WAS&, E. PROPRIETARY COMPONENTS INSTALLED PER X MANUFACTURER SPECIFICATIONS. y F. CUTTING, NOTCHING, AND HOLES COMPLY WITH PLAN SPECIFICATIONS. VERIFY SIZE, LOCATION, AND SHAPE DO 7 NOT EXCEED LIMITS IN FRAMING DETAILS AND WOOD X ��' 51347 SHRINKAGE DIAGRAM RECOMMENDATIONS. o��SS�O/STE G\�� 1705.E SOILS 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE X ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER X DEPTH AND HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF X COMPACTED FILL MATERIALS. REVISION DATE 4.VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION X OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE 50%SET 8/14/2020 SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED X 25%SET 6/19/2020 PROPERLY. 75%SET 9/10/2020 100%PERMIT SET 12/15/2020 PERMIT SEf-ADDENDUM1 5/21/2021 PERMIT SET-ADDENDUM 6/24/2021 A\ SHEET AP=E=X= ENGINEERS,INC. silo 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com SPECIAL INSPECTIONS �QFOR CODS c,%o G1'T Y M SCHEDULE - WOOD FASTENING SCHEDULE - WOOD FASTENING SCHEDULE - CONCRETE REBAR IBC TABLE 2304.10.1 IBC TABLE 2304.10.1 DEVELOPMENT LENGTHS -La DESCRIPTION SPACING AND DESCRIPTION OF NUMBER AND TYPE OF SPACING AND fc= 3000 PSI f'c=4000 PSI T M �roFIELI) T«y5e� OF BUILDING LOCATION BUILDING ELEMENTS FASTENER LOCATION BAR STD. La CLASS B BAR STD. La CLASS B 1 R A V`, O 1 9 ELEMENTS NUMBER AND TYPE OF FASTENER EDGE I FIELD ROOF SIZE TYP. TOP TYP. TOP SIZE TYP. TOP TYP. TOP ARCHITECTURE,PC 1.BLOCKING BETWEEN (3)8d COMMON (2-1/2"x0.131");OR EA END, #4 22" 29" 29" 38" #4 19" 25" 25" 33" WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL CEILING JOISTS, RAFTERS (3)10d BOX(3"x0.128") TOENAIL #5 28 36 37 47 #5 24 31 32 41 ' SHEATHING TO FRAMING OR TRUSSES TO TOP PLATE #6 33" 43" 43" 56" #6 29" 37" 38" 49" OR OTHER FRAMING BELOW. 30. 3/8" 1/2" 6d COMMON OR DEFORMED(2'W.113") 6" 12" BLOCKING BETWEEN (2)8d COMMON (2-1/2"x0.131") EA END, #7 48" 63" 63" 82" #7 42" 62" 55" 81" (SUBFLOOR AND WALL) RAFTERS OR TRUSS NOT TOENAIL #8 55" 72" 72" 94" #8 48" 62" 63" 1" 8d COMMON OR DEFORMED(2-1/2"x0.113") 6" 12" AT THE WALL TOP PLATE, (2)16d COMMON(3-1/2"x0.162") END NAIL #9 62" 81" 81" 106" #9 54" 70" 71" 91" (ROOF)OR RSRS-01 (2-3/8"x0.113")NAIL(ROOF) TO RAFTER OR TRUSS. STANDARD HOOKS& BAR BENDS 2-3/8"x0.113"NAIL(SUBFLOOR AND WALL) 6" 12" FLAT BLOCKING TO 16d COMMON (3-1/2"0.162") FACE NAIL fc= 3000 PSI fc=4000 PSI 1-3/4"16 GAGE STAPLE,7/16"CROWN 6" 12" TRUSS AND WEB FILLER AT 6"OC BAR „ „ Lext BAR „ Lext (SUBFLOOR AND WALL) 2.CEILING JOIST TO TOP (3)8d COMMON (2-1/2"x0.131");OR EA END, SIZE Lan 180 90 SIZE Lan 180 90 2-3/8"x0.113"NAIL(ROOF) 4" 8" PLATE (3)10d BOX(Y4.128") TOENAIL #4 6" 3" 2 1/2" 6" #4 6" 3" 2 1/2" 6" 1-3/4"16 GAGE STAPLE,7/16"CROWN (ROOF) 3" 6" 3.CEILING JOIST NOT (3)16d COMMON(3-1/2"x0.162");OR FACE NAIL #5 10" 3 3/4" 2 1/2" 7 1/2" #5 9" 3 3/4" 2 1/2" 7 1/2" 31. 19/32"-3/4" 8d COMMON(2-1/2"x0.131");OR 6d DEFORMED 6" 12" ATTACHED TO PARALLEL (4)10d BOX(Y4.128") #6 12" 4 1/2" 3" 9" #6 10" 4 1/2" 3" 9" (2"x0.113")(SUBFLOOR AND WALL) RAFTER,LAPS OVER #7 14" 5 1/4" 3 1/2" 10 1/2" #7 12" 5 1/4" 3 1/2" 10 1/2" O 8d COMMON OR DEFORMED(2-1/2"0.131") 6" 12" PARTITIONS(NO THRUST) #8 16" 6" 4" 12" #8 14" 6" 4" 12" (ROOF)OR RSRS-01 (2-3/8"x0.113")NAIL(ROOF) 4.CEILING JOIST ATTACHED PER IBC TABLE 2308.7.3.1 FACE NAIL 2-3/8"x0.113"NAIL;OR 4" 8" TO PARALLEL RAFTER #9 18" 9" 4 1/2" 13 1/2" #9 15" 9" 4 1/2" 13 1/2" ■ 2" 16 GAGE STAPLE,7/16"CROWN (HEEL JOINT) BAR BENDS 180 DEGREE HOOK 90 DEGREE HOOK 32.7/8"-1-1/4" 10d COMMON(Y 0.148");OR 6" 12" 5.COLLAR TIE TO RAFTER (3)10d COMMON(3"x0.148");OR FACE NAIL Nb O O Let ^I 8d DEFORMED(2-1/2"x0.131") (4)10d BOX(Y 0.128") ` V OTHER EXTERIOR WALL SHEATHING 6. RAFTER OR ROOF TRUSS (3)10d COMMON(3"x0.148");OR TOENAIL Q O Db Q I O Db TO TOP PLATE (3)16d BOX(3-1/2"x0.135");ORN 33. 1/2" 1 1/2"GALVANIZED ROOFING NAIL 3" 6" D1 _ U U X w FIBERBOARD (7/16"HEAD DIAMETER) (4)10d BOX(3"x0.128") E w �Leni Lu Z I ' I SHEATHING 7. ROOF RAFTERS TO RIDGE (2)16d COMMON(3-1/2"x0.162");OR END NAIL U to U U W 00 34.25/32" 1-3/4"GALVANIZED ROOFING NAIL 3" 6" VALLEY OR HIP RAFTERS; (3)10d BOX(3"x0.128") �Ldn �__Ldn rn FIBERBOARD 7/16"HEAD DIAMETER OR ROOF RAFTER TO 2' (3)10d COMMON(3"x0.148");OR TOENAIL �/ ( ) STIRRUPS,TIES, & HOOPS RIDGE BEAM SHEATHING (4)16d COMMON(3-1/2"x0.135");OR BAR Lext BAR Lext WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR (4)10d BOX(3"x0.128") 0 0 UNDERLAYMENT TO FRAMING WALL SIZE 90 135 180 SIZE 90 135 180 8.STUD TO STUD(NOT AT 16d COMMON(3-1/2"x0.162");OR 24" OC, FACE NAIL #3 1 1/2" 3" 3" 2 1/2" #6 4 1/2" 9" 4 1/2" 3" 35.3/4"AND 8d COMMON(2-1/2"x0.131");OR 6" 12" BRACED WALL PANELS) IL #4 2" 3" 3" 2 1/2" #7 5 1/4" 10 1/2" 5 1/4" 3 1/2" 10d BOX(3"x0.128") 16" OC, FACE NA ■ LESS 6d DEFORMED(2"x0.113") #5 2 1/2" 3 3/4" 3 3/4" 2 1/2" #8 6" 12" 6" 4" � .. 36.7/8"-1" 8d COMMON(2-1/2"x0.131");OR 6" 12" 9.STUD TO STUD AND 16d COMMON(3-1/2"x0.162") 16" OC, FACE NAIL70 6d DEFORMED(2"x0.113") ABUTTING STUDS AT 90 DEGREE HOOK 135 DEGREE HOOK 180 DEGREE HOOK r n 37. 1-1/8"-1-1/4" 10d COMMON(Y 0.148");OR 6" 12" INTERSECTION WALL 16d BOX(3-1/2"0.135");OR 12" OC, FACE NAIL O O O W 8d DEFORMED(2-1/2"x0.131") CORNERS(AT BRACED WALL PANELS) Yx0.131"NAILS 12" OC, FACE NAIL J PANEL SIDING TO FRAMING Db Db Db 38. 1/2"OR LESS 6d CORROSION-RESISTANT SIDING 6" 12" 10.2""HEADER) FACE NAIL <BUILT-UP HEADER(2"TO 16d COMMON(3 1/2"x0.162");OR 16"OC EA EDGE, Lext �Lell (1-7/8"x0.106");OR 6d CORROSION P+r RESISTANT CASING(2"0.099") 16d BOX(3-1/2"x0.135") 12"OC EA EDGE, 39.5/8" 8d CORROSION-RESISTANT SIDING 6" 12" FACE NAIL RECTANGULAR CIRCULAR BAR BAR O O (2-3/8"x0.128"');OR 8d CORROSION- 11.CONTINUOUS HEADER (4)8d COMMON (2-1/2"x0.131");OR TOENAIL BEAM/COLUMN TIE COLUMN/PIER TIE CLEARANCE SPLICE RESISTANT CASING(2-1/2"x0.113") TO STUD (4)10d BOX(3"x0.128") Lo T� INTERIOR PANELING 12.TOP PLATE TO TOP 16d COMMON 3-1/2"x0.128" ;OR 16"OC FACE NAIL O STD. La 40. 1/4" 4d CASING(1-1/2"x0.080");OR 6" 12" PLATE 10d BOX(3NO.128" 12" OC FACE NAIL ■ N 4d FINISH (1-1/2"x0.072") 13.TOP PLATE TO TOP (8)16d COMMON(3-1/2"x0.162");OR EA SIDE OF END z (3) (4) 41. 3/8" 6d CASING(2'W.099");OR 6" 12" PLATE,AT EA ENDS (12)10d BOX(3"x0.128") JOINT, FACE NAIL Db 6d FINISH (PANEL SUPPORTS AT 24 INCHES) (MIN 24"LAP SPLICE NOTES: LENGTH EA JOINT) A. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 14.BOTTOM PLATE TO 16d COMMON 3-1/2"x0.135" ;OR 16"OC FACE NAIL P_ Db INCHES OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND JOIST, RIM JOIST, BAND 16d BOX(3-1/2"x0.135") 12" OC FACE NAIL PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS,REFER TO SECTION 2305. JOIST OR BLOCKING(NOT NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON,BOX OR CASING. AT BRACED WALL PANELS) NOTES: B. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON 15.BOTTOM PLATE TO (2)16d COMMON(3-1/2"x0.162");OR 16" OC FACE 1. USE THE ABOVE TABLE UNLESS NOTED OTHERSIZE ON PLAN OR IN CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. JOIST, RIM JOIST,BAND (3)16d BOX(3-1/2"x0.135") NAIL DETAILS. PANEL SUPPORTS AT 16 INCHES(20 INCHES IF STRENGTH AXIS IN THE LONG JOIST OR BLOCKING AT 2. PROVIDE 6" LAP AT ALL WELDED WIRE FABRIC JOINTS. DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). BRACED WALL PANELS 3. PROVIDE 1 Db(1" MINIMUM) CLEARANCE BETWEEN ADJACENT BARS. C. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN 16.STUD TO TOP OR BOTTOM (4)8d COMMON (2-1/2"0.131");OR TOENAIL 14. PROVIDE WIRE TIES AT EACH END OF BAR SPLICE. ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO PLATE (4)10d BOX(3"x0.128");OR THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE,THE NUMBER OF (2)16d COMMON(3-1/2"x0.162");OR END NAIL TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. (3)10d BOX(Y4.128") SCHEDULE - WOOD 17.TOP PLATE,LAPS AT (2)16d COMMON(3-1/2"x0.162");OR FACE NAIL CORNERS AND (3)10d BOX(3"x0.128") NAIL SIZE REFERENCE INTERSECTIONS COMMON NAIL BOX NAIL TRAVOIS DESIGN & 18. 1"BRACE TO EA STUD (2)8d COMMON (2-1/2"x0.131");OR FACE NAIL SIZE DIAMETER LENGTH SIZE DIAMETER LENGTH CONSTRUCTION SERVICES, LLC AND PLATE (2)10d BOX(3"X0.128") 8d 0.131" 2 1/2" 8d 0.113" 2 1/2" 19. 1"x6"SHEATHING TO EA (2)8d COMMON (2-1/2"x0.131");OR FACE NAIL 10d 0.148" 3" 10d 0.128" 3" 310 W. 19TH TERRACE BEARING (2)10d BOX(3"X0.128") 16d 0.162" 3 1/2" 16d 0.135" 3 1/2" KANSAS CITY, MO 64108 20. 1"x8"AND WIDER (3)8d COMMON (2-1/2"x0.131");OR FACE NAIL SHEATHING REQUIREMENTS (UNO) P 816.994.8970 SHEATHING TO EA BEARING (3)10d BOX(3"X0.128") APPLICATION SHEATHING TYPE EDGE NAIL/FIELD NAIL FLOOR 3/4" (NOMINAL)T&G 10d 6"OC/ 12"OC F 816.994.8974 21.JOIST TO SILL,TOP (3)8d COMMON (2-1/2"x0.131");OR TOENAIL FLOOR EXP. 1 STUD-I-FLOOR 24 oc & CONST. ADHESIVE PLATE,OR GIRDER (3)10d BOX(3"X0.128") 5/8" (NOMINAL)APA RATED 22.RIM JOIST,BAND JOIST, (3)8d COMMON (2-1/2'W.131");OR 6"OC, TOENAIL ROOF 10d 6"OC/ 12"OC SHEATHING, EXP. 1, ID No.40/20 OR BLOCKING TO TOP (3)10d BOX(3"X0.128") PLATE,SILL OR OTHER WALL' 15/32"APA RATED SHEATHING, 10d 6"OC/ 12"OC TYP.' FRAMING BELOW EXP. 1, ID No.32/16 D. 23. Vx6"SUBFLOOR OR (2)8d COMMON (2-1/2"x0.131");OR FACE NAIL NOTES:RE ER TO SHEAR WALL SCHEDULE FOR ADDITIONAL NAILING ��yGoF WAs/Y,, LESS TO EA JOIST (2)10d BOX(Y4.128") REQUIREMENTS. THESE VALUES APPLY TO TYPICAL WALLS ONLY. 24.2"SUBFLOOR TO JOIST FACE NAIL co OR GIRDER (2)16d COMMON(3 1/2"x0.162") 25.2"PLANKS(PLANK& (2)16d COMMON(3-1/2"x0.162") EA BEARING, a 7 BEAM-FLOOR&ROOF) FACE NAIL �FG 51347 5STER� 26.BUILT-UP GIRDERS AND 20d COMMON(4'W.192") 36"OC,FACE NAIL AT �sS�ONAL E BEAM,2"LUMBER LAYERS TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES 10d BOX(3"x0.128") 24"OC FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES REVISION DATE AND: ENDS AND (2)20d COMMON(4"x0.192");OR AT SPLICE, (3)10d BOX(3"x0.128") FACE NAIL 50%SET 8/14/2020 27.LEDGER STRIP (3)16d COMMON(3-1/2"x0.162");OR EA JOIST OR 25%SET 6/19/2020 SUPPORTING JOISTS OR (4)10d BOX(3"x0.128") RAFTER,FACE NAIL RAFTERS 75%SET 9/10/2020 28.JOIST TO BAND JOIST OR (3)16d COMMON(3-1/2"x0.162");OR END NAIL 100%PERMIT SET 12/15/2020 RIM JOIST (4)10d BOX(Y4.128") I PERMIT SET-ADDENDUM 5/21/2021 29.BRIDGING OR BLOCKING (2)8d COMMON (2-1/2"0.131");OR EA END, TO JOIST,RAFTER,OR TRUSS (2)10d BOX(Y4.128") TOENAIL PERMIT SET-ADDENDUM 6/24/2021 SHEET ENGINEERS,INC. S120 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com SCHEDULES �QFOR CODS cDSo Y11'-1" 9'-10" 11'-1" 13'-0" M 2 Y S200- 'gCOR 4 RA �roFrELn��5e� S503 - - - - - - _ - - - - - - - - OPTION T ' V O IS`M CF1 T.O.F.=98'-6" ARCHITECTURE,PC B.O.F.=97'-10" F W 1 ------- --- --- -� - - - - - - - - - - - - L- ----- --------- - ----- LL -L - FOUNDATION NOTES T.O.W. 99 2 I I 1. CONTROL JOINTS (1/4 SLAB DEPTH)AT 10'-0" MAX, BOTH WAYS (NOT SHOWN FOR CLARITY, REFERENCE TYPICAL DETAILS) CFl TOF=98'-6" 2. CONTRACTOR TO FIELD VERIFY ALL FOUNDATION ELEVATIONS AND STEP B.0.F=9T-10" LOCATIONS PER SITE CONDITIONS. 3.ALL DIMENSIONS SHOWN ARE TAKEN FROM EDGE OF SLAB. o I I o 4. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FW1 I EXTERIOR FINISHES,AND ADDITIONAL NOTES. Q2 I 5. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. I "6.WALL SOLE PLATE ATTACHMENT: 1/2 DIA CAST-IN-PLACE ANCHORS WITH II II I O 7" EMBED AT 32"OC, UNO T.O.W.=99'-2° GHDU2 HDU2 I I z ------- - - -- --- ---------- --- -- -- ----------- L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCHEDULE - FOUNDATION WALLr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------- �,- MARK WIDTH VERT. BARS HORIZ. BARS- - - - - - - lp - - - - - - — — — —— — — — --- - -----� I FW1 8" #4AT18" OC #4AT18" OC l I W N T.O.F.=98' 6" CF1 T.O.F.=98'-6" I M l CF1 B.0.F=9T-10'. B.O.F.-9T-10" I - W CF1 B0F_98,_;0„ , , SCHEDULE CONTINUOUS FOOTING rn I MARK WIDTH DEPTH LONG BARS TRANS BARS V SG4 I l CF1 1' 4" 8" (2)#4 CONT' 0 BF w I CF2 1'-4" 18" (6)#6 CONT[(3)AT #3 TIES AT 24"OC r n Q a I 4 T&B] T.O. SLAB o I I li I S503 100'-0" 1 l I ■ SCHEDULE - SLAB ON GRADE o I SG4 l I ADDITIONAL 70 N I l I MARK SLAB PROPERTIES SLAB REINFORCING REQUIREMENTS CR T.O.F.=98'-6" SG4 4"(TOTAL DEPTH) #4 AT 18"OC EA WAY OR 10 MIL.VAPOR BARRIER I B.O.F.=97'-10° NW CONCRETE 6X6 W2.1XW2.1 WWF ON 6"OF 3/4"CLEAN, T.O. SLAB o GRADED ROCK. FW1 100'-0" I N I 0) SCHEDULE - PIER SCHEDULE Q 4 I 11 I O S503 I , I MARK DIAMETER DEPTH REINFORCING U S503 I S II CF1 T.O.F.=9'-6" IM I P1 1'-6" I 1 1 B.O.F=9'-10" I I I I I I I II I1 I II I ■ N z _ 4 2 - - - - — _ IlII Ii�I I HD U5 — — ——— — — — ———— — — — — -- ------- TO.F 74 B.OF.=99T'-61"0" 5 L__ _CO _ ____ _ _____ I Q0 Q0 Q0 ——————————————————— --- co N i Pl T.O.F.=99'-0" P� T.O.F.=99'-0" T.O.F.=99'-0" B.O.F.-9T-6" B.O.F.-9T-6" B.O.F.-9T-6" TRAVOIS DESIGN & CONSTRUCTION SERVICES, LLC 20'-9" 10'-7" 13'-6" 310 W. 19TH TERRACE 2„ KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 ------------------ - - - - - - - - - - - - L- F- � i JJ T.O.W.=99,-2„ LL �QyG0 D S G y 7 51347 RECESS SLAB AT GFss ISTER �F SHOWER, REF ARCH /ONAL E REVISION DATE - - - - -- - - - --------------- - - - - - - _ 50%SET 8/14/2020 SINGLE FAMILY - FOUNDATION PLAN - A 25%SET 6/19/2020 2 - ADA UNIT 75%SET 9/10/2020 100%PERMIT SET 1-2/15/2020 S200-A 1/4" = 1'-0" PERMIT SET-ADDENDUM 5/21/2021 PERMIT SET-ADDENDUM 6/24/2021 SHEET SINGLE FAMILY - FOUNDATION PLAN - A ENGINEERS,INC. S200-A 1/4" = 1'-0" 1625 Locust St Kansas City, MO 64108 816.421.3222 SINGLE FAMILY - www.apex-eng ineers.com FOUNDATION PLAN - A �QFOR CODS c,%o 1'T Y O {� 9'-10" 13'-0" 2 OR °� s2oo-B T R A V O I SrM fro FIELn OPTION 1 S503 ARCHITECTURE,PC 0 0 FOUNDATION NOTES 1. CONTROL JOINTS (1/4 SLAB DEPTH)AT 10'-0" MAX, BOTH WAYS (NOT SHOWN FOR CLARITY, REFERENCE TYPICAL DETAILS) TOF-99'-2" CF2 B.O.F.=97'-8" 2. CONTRACTOR TO FIELD VERIFY ALL FOUNDATION ELEVATIONS AND STEP LOCATIONS PER SITE CONDITIONS. iv 3.ALL DIMENSIONS SHOWN ARE TAKEN FROM EDGE OF SLAB. o 7 4. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, 1 1 EXTERIOR FINISHES,AND ADDITIONAL NOTES. S503 S503 5. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. Q 6.WALL SOLE PLATE ATTACHMENT: 1/2" DIA CAST-IN-PLACE ANCHORS WITH O 7" EMBED AT 32"OC, UNO HD 2 HDU2 � -------- ---- J.- �I SCHEDULE - FOUNDATION WALL 4--j rl MARK WIDTH VERT. BARS HORIZ. BARS FW 1 8" #4 AT 18" OC #4 AT 18" OC 2 — — — — — — — ———— — —- - - - - --- � N S503 T.O.F.=19' 2" ` V CF1 BO.F.=98'-6" CF2 B.0F°99'=$„ SCHEDULE - CONTINUOUS FOOTING W 00 � MARK WIDTH DEPTH LONG BARS TRANS BARS V' CF2 T.O.F.=99'-2°/� CF1 1'-4" 8" (2)#4 CONT B.O.F.-9T-a° CF2 1'-4" 18" (6)#6 CONT[(3)AT #3 TIES AT 24"OC T.O.F.=99'-2" T&B] CF2 B.O.F.=9T-8" v ' I I w I 1 SG4 I � S503 I SCHEDULE - SLAB ON GRADE Ln T.O. SLAB � r^ OIL ADDITIONAL v J NN 100'-01, MARK SLAB PROPERTIES SLAB REINFORCING REQUIREMENTS CF2 T.O.F.=99'-2" SG4 4"(TOTAL DEPTH) #4 AT 18"OC EA WAY OR 10 MIL.VAPOR BARRIER Uj B.O.F.s7'-a°' NW CONCRETE 6X6 W2.1XW2.1 WWF ON 6"OF 3/4"CLEAN, q GRADED ROCK. ` , J I I SG4 i N I I V' SCHEDULE - PIER SCHEDULE rn O Q T.O. SLAB MARK DIAMETER DEPTH REINFORCING U CF2 T.O.F.=99'-2" P1 1'-6" B.O.F.=9T.8" 100'-01, I L-------------------- ------/- ---- - - -- --- ------ I z 2 = S51 03 I . I - HDU5 O.F92" OF.=9T 8" CL a0 w ------ --U) w P1 T.O.F.99-�- P1 T.O.F.99-Q P1 T.O.F.=99'-0" B.O.F.=97'-6" B.0 .F.=97'-6" B.0.F.=97'-6" TRAVOIS DESIGN & 2" 20'-9" 10'-7" 6" 13'-0" CONSTRUCTION SERVICES, LLC 01 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 J E D. F wgsyiyGo cQ� G CF2 T.O.F.=99'-2" Z B.O.F.=97'.8" 7 51 347� ST RECESS SLAB AT �sS�ONAL Ems\ SHOWER, REF ARCH REVISION DATE - I - 50%SET 8 14 2020 / / 25%SET 6/19/2020 2 Single Family75%SET 9/10/2020- Foundation Plan-B - ADA 100%PERMIT SET 12/15/2020 S200-B 1/4" = 1'-0" PERMIT SET-ADDENDUM 5/21/2021 PERMIT SET-ADDENDUM 6/24/2021 SHEET ENGINEERS,INC. S200- B SINGLE FAMILY - FOUNDATION PLAN - B 1625 Locust St Kansas City, MO 64108 1/4" = 1'-0" 816.421.3222 SINGLE FAMILY - www.apex-eng ineers.com FOUNDATION PLAN - B �QFOR CODS c,%o 1IV Y O { 3 S523 2 ,��'�o� S523 M `gCOR �` MIN 27" PANEL �roFrn��5e� E.C. #1 MIN 27" PANEL TRAVOIS �� ARCHITECTURE,PC XXX)OOOOCX 1 XXX)OOOOCX XXXXX H1 H1 XXXXX;7c BWL-D E.C. #1 CS-WSP X WOOD ROOF NOTES X 1. ROOF SHEATHING: 5/8" NOMINAL APA RATED WSP, 40/20 SPAN RATING. X X PANEL FASTENED WITH 10d NAILS AT 6"OC EDGE AND 12" OC FIELD. xX X 2. ROOF CONSTRUCTION: REFERENCE ARCHITECTURAL DRAWINGS FOR X X ROOF MATERIAL, WATERPROOFING MEMBRANE, AND INSULATION. 3. WALL CONSTRUCTION: STUD GRADE 2x6 SPF STUDS AT 16 OC MAX, UNO. 1 1 4.WALL SHEATHING: 15/32"APA RATED WSP, 24/16 SPAN RATING. PANEL EDGES FASTENED WITH 8d NAILS AT 6"OC EDGE AND 12" OC FIELD. S523 G2-B S523 4 5.ALL UNMARKED HEADERS SHALL BE MIN (2)2x10, UNO. STUDS y 6. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. O MIN. L=9'- 1 " 7. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, G.T. {DRAG TRUSS} H1 H1 9 — — +� � FINISHES, AND ADDITIONAL NOTES. BWL-C S523 50 ENGINEERED B2 {170 LB FT} 5��e SCHEDULE - HEADERS N MARK HEADER SIZE COMMENTS ^I X 2x BLOCKING AT TOP�/ \+6' H1 (2)2x8 OC G O AND BOTTOM CHORD H2 (2)2x10 X /! H3 (3)2x10 X � � X �, 5 SCHEDULE - BEAMS S523 MARK BEAM SIZE COMMENTS = B1 (2)2x10 1 B2 (2) 1 3/4"x11 7/8" LVL . T X m B3 (3) 1 3/4"x14" LVL + .� x J B4 6X10 CEDAR 70 r n v , — — — — — — — — — — — — — — — — X— — — — — — — — — — N I I I — — — — — — — — — — — — — — — — — — — W 2 X m SCHEDULE - ROOF TRUSSES X (Y� X Sri OVERLAY TRUSSES x MARK TRUSSES COMMENTS R1 ROOF TRUSSES AT 24"OC (BY V' OTHERS) O OVERLAY TRUSSES R2 2x6 AT 16"OC 0 X U N Q z H2 H1 H2 Q BWL-B X .41 4'1H1 H1 / XXXXXXXXXXXX XXXXXXXXXXXX X SOLID BLOCK TO w I_X FOUNDATION o —— — — — — — X I S1-B X (2) END STUDS m U m X MIN. L = 4'- 9" BWL-A 1 X S523 X XXXXXXXXXXXX XXXXXXXXXXXX co B4 m tB4 �G �G �G 2 — — — — — — — - ——— — — 5��e '+0 S523 TRAVOIS DESIGN & CONSTRUCTION SERVICES, LLC 6x6 KING POST 310 W. 19TH TERRACE ui KANSAS CITY, MO 64108 w P 816.994.8970 N M Z z F 816.994.8974 m m m w yGE D.C� WASH/�c�� co y 7 51347 o��SS�O/S L REVISION DATE 50%SET 8/14/2020 25%SET 6/19/2020 75%SET 9/10/2020 100%PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 5/21/2021 PERMIT SET-ADDENDUM 6/24/2021 2 SHEET SINGLE FAMILY - ROOF FRAMING PLAN ENGINEERS,INC. S201 1/4" = 1'-01, 1625 Locust St Kansas City, MO 64108 816.421.3222 -engin www.apex-engineers.com SINGLE FAMILY - ROOF FRAMING PLAN �QFOR CODS c,%o 1IV Y O { � M crro Frn��5e� TRAVOIS EL ` ARCHITECTURE,PC 4'-6" 1'-6" 5'-9" 6'-11" 11'-10" 3'-0" P1T.O.F.=99'-0" P� T.O.F.=99'-0" T.O.F.=99'-0" B.0.F. 997'-6" B.O.F.=97'-6" B.0.F.=97'-6" bb w O 0 bb 0 ZD 0J P�J P�J FOUNDATION NOTES 5 CF1 T.O.F.=sa'-6" 1. CONTROL JOINTS (1/4 SLAB DEPTH)AT 10'-0" MAX, BOTH WAYS (NOT S503 B.O.F.-9T-�o" SHOWN FOR CLARITY, REFERENCE TYPICAL DETAILS) 2. CONTRACTOR TO FIELD VERIFY ALL FOUNDATION ELEVATIONS AND STEP N —————————-1 r------ 7 1 ---- LOCATIONS PER SITE CONDITIONS. ^ ' I I 3.ALL DIMENSIONS SHOWN ARE TAKEN FROM EDGE OF SLAB. w ` v �L - - - - - - - - - - - - - - - - - - - - - - - - I 4. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, z M EXTERIOR FINISHES,AND ADDITIONAL NOTES. W FW1 I 5. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. TOW=s9'-2° I 6.WALL SOLE PLATE ATTACHMENT: 1/2" DIA CAST-IN-PLACE ANCHORS WITH T.O.W.=99'-2" I 7" EMBED AT 32"OC, LINO I I II I I I II II II II I °' I II 6 II II II S503 FW1 ■ II II II II FW1 I i SCHEDULE - FOUNDATION WALL 70 ~ I I I I I I I I I MARK WIDTH VERT. BARS HORIZ. BARS W II II II II I FW1 8" #4 AT 18" OC #4 AT 18"OC I II II II II I � II I � � I III I P1 B.O.F.=9T=6 ' s�4 SCHEDULE - CONTINUOUS FOOTING 0 MARK WIDTH DEPTH LONG BARS TRANS BARS O CF1 1'-4" 8" (2)#4 CONT �--� I III O . T.O. SLAB AB I i " CF2 1'-4" 18" (6)#6 C&B][(3)AT #3 TIES AT 24"OC 6" i i i I TO.F.=98' � CF1 O 10" 100'-0" BF=97'- MTO.F.=98'.6" 0FT6- �B.O.F.=97'- T.O1o° 9a SCHEDULE - SLAB ON GRADE ■ �` �1I QQ I I I ADDITIONAL I I I I I I I I I I MARK SLAB PROPERTIES SLAB REINFORCING REQUIREMENTS SG4 4"(TOTAL DEPTH) #4 AT 18"OC EA WAY OR 10 MIL.VAPOR BARRIER NW CONCRETE 6X6 W2.1XW2.1 WWF ON 6"OF 3/4"CLEAN, GRADED ROCK. li it II II I 4 P1 T.O.F.=9T-6" B.0 I S503 SCHEDULE - PIER SCHEDULE MARK DIAMETER DEPTH REINFORCING P1 1'-6" II II 11 II I III II 11 II I I I I 4 II 1 a' S503 I I TRAVOIS DESIGN & I I I 1 1 TOF-98' 6" I I I CONSTRUCTION SERVICES, LLC CF1 B.O.F.=9T-10" T 310 W. 19TH TERRACE J --------- I KANSAS CITY, MO 6 108 P 816.994.8970 -- --------- -- -------------------------------- — F 816.994.8974 W o_ 0 5 � o zo S503 `� zo O. =9 -0 . F.=99'-0' D O WA•S�&'.�.=9T-6" 0F=T-6" � G y 00 00 7.. J' 7 �F�1347� ISTER 4'-6" 1'-6" 5'-9" 20'-3" 1'-6" sS/ONAL E REVISION DATE 50%SET 8/14/2020 25%SET 6/19/2020 75%SET 9/10/2020 100%PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 5/21/2021 PERMIT SET-ADDENDUM 6/24/2021 SHEET COMMUNITY BUILDING - FOUNDATION ENGINEERS,INC. S210 PLAN 1625 Locust St Kansas City, MO 64108 1/4" = 1'-0" 816.421.3222 0 M M U N I TY BUILDING - www.apex-eng ineers.com FOUNDATION PLAN �QFOR CODS c,%o 1IV Y O { � M crro Frn��5e� TRAVOIS EL ` ARCHITECTURE,PC �iOPQ- ��PQ- 4 /q5i- BlCO Co B1 0 5 1 PLAN NOTES - WOOD FLOOR NOTES S523 0° 1. FLOOR SHEATHING: 3/4"APA RATED T&G WSP, 48/24 SPAN RATING. PANEL XXXXXXXXXXX H1 H1 2 FASTENED WITH 10d NAILS AT 6"OC EDGE AND 12" OC FIELD. w ' X S522 2. WALL CONSTRUCTION: STUD GRADE 2x6 SPF STUDS AT 16"OC MAX, UNO. `V BWL B x XXXXXXXXX H2 XXXXXXXXXXX E.C. #1 3.WALL SHEATHING: 15/32"APA RATED WSP, 24/16 SPAN RATING. PANEL ^I x x EDGES FASTENED WITH 8d NAILS AT 6"OC EDGE AND 12" OC FIELD. W ` V X x 4. ALL UNMARKED HEADERS SHALL BE MIN (2)2x10, UNO. W x W X X 5. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. X x 6. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, X X FINISHES, AND ADDITIONAL NOTES. x Q 1 S522 SCHEDULE - HEADERS w x X MARK HEADER SIZE COMMENTS x 422 H1 (2)2x8 .� x S5 H2 (2)2x10 70 r^ x H3 (3)2x10 W x = X SCHEDULE - ROOF TRUSSES 6' S523 x MARK TRUSSES COMMENTS X R1 ROOF TRUSSES AT 24"OC(BY 0 cFp 3 X OTHERS) O B1 5522 X R2 2x6 AT 16"OC r , (n T v N SCHEDULE - BEAMS ' - N Q 4 Z S523 _ _ MARK BEAM SIZE COMMENTS = B1 (2)2x10 B2 (2) 1 3/4"x11 7/8" LVL 6' B3 (3) 1 3/4"x14" LVL +6C� B4 6X10 CEDAR � B1 _ _132 - - 62 SCHEDULE - JOISTS MARK JOISTS COMMENTS J 1 11 7/8"TJ 1210 AT 16"OC MIN 27" PANEL J2 11 7/8"TJ121OAT 16"OC DOUBLED M X = TRAVOIS DESIGN & x X CONSTRUCTION SERVICES, LLC X 310 W. 19TH TERRACE x B1 KANSAS CITY, MO 64108 BWL-A x P 816.994.8970 XXXXXXXXXXXX XXXXXXXXXXXX i XXXXXXXXXXXX E.C. #1 F 816.994.8974 2 m S522 m 1 5 S523 B3 yGE D.C/�'9 1,66+7 6 �OFwASylO Co a S523 p9.A 7 51347 o��SS/ONA L 0_ N C/)> >J >J m m U REVISION DATE 50%SET 8/14/2020 25%SET 6/19/2020 75%SET 9/10/2020 100%PERMIT SET 12/15/2020 PERMIT SEf-ADDENDUMl 5/21/2021 PERMIT SET-ADDENDUM 6/24/2021 SHEET 211 COMMUNITY BUILDING - FLOOR ENGINEERS,INC. FRAMING PLAN 1625 Locust St Kansas City, MO 64108 114" = 1'-0" 816.421.3222 O M M U N I TY BUILDING www.apex-engineers.com FLOOR FRAMING PLAN �QFOR CODS c,%o 1IV Y O { � M crro Frn��5e� T R A V O I EL ARCHITECTURE,PC 2 �S523,r 0 2 WOOD ROOF NOTES S523 1. ROOF SHEATHING: 5/8" NOMINAL APA RATED WSP, 40/20 SPAN RATING. XXXXXXXXXXX H1 PANEL FASTENED WITH 10d NAILS AT 6"OC EDGE AND 12" OC FIELD. w ' X 2. ROOF CONSTRUCTION: REFERENCE ARCHITECTURAL DRAWINGS FOR `V BWL B x XXXXXXXXXXXX H1 XXXXXXXXXXX ROOF MATERIAL, WATERPROOFING MEMBRANE, AND INSULATION. ^ ' x x 3. WALL CONSTRUCTION: STUD GRADE 2x6 SPF STUDS AT 16 OC MAX, UNO. W ` v X x 4. WALL SHEATHING: 15/32"APA RATED WSP, 24/16 SPAN RATING. PANEL W x W W X X EDGES FASTENED WITH 8d NAILS AT 6"OC EDGE AND 12" OC FIELD. X x 5.ALL UNMARKED HEADERS SHALL BE MIN (2)2x10, UNO. X x 6. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. X7. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, < FINISHES, AND ADDITIONAL NOTES. ^ v J SCHEDULE - HEADERS ■ - _ = MARK HEADER SIZE COMMENTS 70 ^ H1 W H2 (2)2)2x1x10 XH3 (3)2x10 M x x x SCHEDULE - ROOF TRUSSES XMARK TRUSSES COMMENTS O O R1 ROOF TRUSSES AT 24"OC (BY r , = OTHERS) v R2 2x6 AT 16"OC C ' Q X z x X 1 x 1 S523 -- X S523 x X X x TRAVOIS DESIGN & X X CONSTRUCTION SERVICES, LLC X X 310 W. 19TH TERRACE x H1 H1 H1 x KANSAS CITY, MO 64108 BWL-A x x P 816.994.8970 xxxxxxxxxxxx xxxxxxxxxxxx F 816.994.8974 2 S523 yGE D.CR9 OF WASH/�c�� C y 7 51347 / /ST I STER�� ONA L REVISION DATE 50%SET 8/14/2020 25%SET 6/19/2020 75%SET 9/10/2020 100%PERMIT SET 12/15/2020 PERMIT SEf-ADDENDUMl 5/21/2021 PERMIT SET-ADDENDUM 6/24/2021 2 SHEET _AP=E=X= COMMUNITY BUILDING - ROOF FRAMING ENGINEERS,INC. S212 PLAN 1625 Locust St 114" - 1'-0" Kansas City, MO 64108 816.421.3222 OMMUNI- Y BUILDING - www.apex-engineers.com ROOF FRAMING PLAN �QFOR CODS c,%o 1IV Y O { � M crro Fn��5e� TRAVOIS au ` ARCHITECTURE,PC SHEAR PANEL WIDTH VARIES, REF PLAN CONT DBL 2x TOP SHEAR PANEL ROOF FRAMING PLATE EDGE NAILING, T.O. DBL PLATE - - - - - REF SCHEDULE REF ARCH TI IT. 7IT 7 I.I I.I I'I I EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) S520 I I I I I•I I•I I'I I'I I.I'I.I EXTENT OF HEADER 2x STUD VERTICAL CHORD I'I I I'I I SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) (TYP BOTH ENDS OF SHEAR WALLS), REF SCHEDULE LI LI �X�i O 2x WOOD STUDS ILI J REF PLAN 'I I _ } (D z w o • FASTEN KING STUD I I I N TO HEADER WITH (8) W 1 16d SINKER NAILS zLLJ 00 S521 • • 3"x11 1/4" NET HEADER V' U) FASTEN TOP PLATE TO 1 T.O. FLR FRAMING .. z w HEADER WITH TWO FASTEN TOP PLATE TO HEADER rn O EXTEND STEEL ROWS OF 16d SINKER v REF ARCH FLOOR BLOCKING/ E O WITH TWO ROWS OF 16D SINKER U � STRAP ABOVE NAILS AT 3" OC TYP OgL RIM JOIST NAILS AT 3" OC TYP U) T.O. DBL PLATE � _ _ _ _ � � HEADER MIN ■ � T REF ARCH Q DISTANCE PER + .� z MANUFACTURER70 TYPICAL PORTAL TENSION STRAP OPPOSITE SHEATHING 7 PER TABLE R602.10.6.4 (THIS SHEET) �520 S w O FRAME CONSTRUCTION W z m LATERAL TIE CLIPS AT 0 2'-0"TO 18'-0" I '00, PANEL SPLICES AND EACH Q z FLOOR, REF SCHEDULE = z FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3" O 2x WOOD BLOCKING GRID PATTERN AS SHOWN & 3" OC IN ALL = O BETWEEN STUDS ACROSS I I FRAMING (STUDS, BLOCKING, AND SILLS)TYP w MIN 7/16" U OD ENTIRE SHEAR PANEL AT I'I STRUCTURAL PANEL ALL PANEL EDGES AS I. Q SHEATHING N REQUIRED PER SCHEDULE g 2x STUD VERTICAL CHORD LENGTH PER TABLE o (TYP BOTH ENDS OF SHEAR .I II II R602.10.5 (THIS SHEET) Q T=� WALLS), REF SCHEDULE I'I I'I I'I FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, (2) 2x4 AND OCCUR WITHIN 24" OF MID- STUDS MIN MIN 2x4 FRAMING INTERMEDIATE NAILING I I I I 2x WOOD STUDS HEIGHT. ONE ROW OF TYPICAL Cz TO FRAMING MEMBERS, SHEATHING-TO-FRAMING NAILING REF SCHEDULE I'I IS REQUIRED. IF 2x4 BLOCKING IS 3/8" MIN THICKNESS WOOD REF PLAN STRUCTURAL PANEL SHEATHING USED, THE 2x4's MUST BE NAILED TOGETHER WITH (3) 16D SINKERS 7 6 MIN (2) 3500 LB TIE-DOWN DEVICE S524 S524 (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) MIN. 1000#CAPACITY MIN (1)5/8" DIA ANCHOR T.O. SLAB BOLT INSTALLED PER TIE DOWN DEVICE R403.1.6 WITH 2"x2"x3/16" REF ARCH PLATE WASHER TRAVOIS DESIGN & 7-7-, 2x CONSTRUCTION SERVICES, LLC CONCRETE FOUNDATION WITH MIN (1) 310 W. 19TH TERRACE ATE, NAIL SHEATHING TO PLATE, REF #4 BAR AT TOP AND BOTTOM OF KANSAS CITY, MO 64108 SCHEDULE FOR ANCHOR INFORMATION FOOTING. LAP BARS MIN 15" HOLDDOWN ANCHOR AND BRACKET, REF SCHEDULE > TT P 816.994.8970 [WO::- THIS DETAIL APPLIES TO WOOD CONSTRUCTION OF TWO STORIES OR MORE. F 816.994.8974 SECTION CONCRETE WALL CONCRETE WALL PER PLAN ����o WA D./y/ TYPICAL MULTI STORY BRACED WOOD PER PLAN SIMPSON HDU5 HOLD coP a 2 1 WALL WALL HELD DOWN DOWN WITH 5/8" DIA WALL HELD DOWN S300 THIS DETAIL IS TYPICAL TO THE PROJECTAND THREADED ROD WITH 7 NO SCALE FOR SLAB FOR SLAB MAY NOT BE CUT OR CALLED OUT ON PLANS MIN 6" EMBEDMENT51347 DRILL AND EPDXY ���o RFG/STER�� 2 WITH HILTI HIT-HY 200 �SSIONAL (OR EQUIVALENT) SCHEDULE - SHEAR WALLS 10 z Jp NOTES: 2". 2". 4 5/16". 4 5/16". 1.WSP=WOOD STRUCTURAL PANEL PLYWOOD OR OSB. 4 1/4". REVISION DATE 2. NAIL SIZES GIVEN ARE FOR COMMON NAILS OR GALVANIZED (HOT-DIPPED OR TUMBLED) BOX NAILS. SINKER NAILS, COOLER NAILS, ETC.SHALL NOT BE USED FOR SIMPSON WSP SHEAR WALLS. STHD14 PANEL WIDTH PANEL WIDTH 3.SHEAR WALL NAILS SHALL HAVE FULL HEADS, CLIPPED NAILS ARE NOT ALLOWED. HOLD DOWN PER PLAN 4.ALL NAILS SHALL BE DRIVEN SUCH THAT THE HEAD IS FLUSH WITH FACE OF SHEATHING. DO NO OVERDRIVE NAILS. PER PLAN 50%SET 8/14/2020 5.SOLEPLATE NAILS SHALL BE INSTALLED SUCH THAT THE NAILS FULLY ENGAGE THE RIM BOARD BELOW(IF APPLICABLE). REF TYPICAL DETAILS. PLAN VIEW-ALTERNATE BRACED WALL PANEL PLAN VIEW-ALTERNATE BRACED WALL 25%SET 6/19/2020 6. PROVIDE INTERMEDIATE NAILING(FIELD)AT 12"OC,TYP. PANEL DRILL AND EPDXY OPTION 75%SET 9/10/2020 7. PROVIDE (2)TOTAL RIMBOARDS OR A LAYER OF BLOCKING IN ADDITION TO THE RIMBOARD WHERE SOLE PLATE NAILING REQUIRES 2 ROWS OF FASTENERS PER SCHEDULE. 100%PERMIT SET 12/15/2020 8.SILL ANCHORS MAY BE CAST-IN-PLACE J-BOLTS WITH 8" EMBED OR SIMPSON TITEN HD SCREW ANCHORS WITH 6" EMBED. REF SCHEDULE FOR BOLT DIAMETER. PORTAL FRAME WITH HOLD DOWNS PERMIT SET-ADDENDUMl 5/21/2021 BOTH BOLT TYPES REQUIRE 0.229"x3"x3" PLATE WASHER WITH EDGE OF PLATE LOCATED WITHIN %" OF SHEAR WALL SHEATHING. METHOD PFH PERMIT SET-ADDENDUM 6/24/2021 9.AT WALLS DESIGNATED AS FORCE TRANSFER SHEAR WALLS, PROVIDE SIMPSON STRAP ABOVE AND BELOW ALL OPENINGS PER SHEAR WALL DETAIL. 10. END STUDS MUST CONTINUE DOWN TO FOUNDATION WALL UNLESS INTERRUPTED BY TRANSFER BEAM. S300 NO SCALE THIS DETAIL TYPICAL THE PROJECT AND C 11.JACK STUDS FOR OPENINGS DO NOT COUNT TOWARDS THE REQUIRED NUMBER OF END STUDS IN A SHEAR WALL. MAY NOT BE Cur OR CALLL ED Our ON PLANS 12. PROVIDE DOUBLE STUDS AND BLOCKING NAILED TOGETHER WITH (2) 16d NAILS AT 6"OC OR 3" NOMINAL STUDS AND BLOCKING AT THE FOLLOWING CONDITIONS: i.2"OC EDGE NAIL SPACING ii. 10d NAILS AT 3"OC OR SMALLER EDGE NAIL SPACING iii. DOUBLE SIDED SHEAR WALL WHERE PANEL JOINTS ALIGN TO THE SAME STUD. 13. HOLDOWNS AND STRAPS OCCUR AT THE BOTTOM OF WALLS. HOLDOWNS AND STRAPS BETWEEN FLOORS ARE CONTROLED BY THE WALL ABOVE. 14. HOLDOWN DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 15. REFERENCE SHEAR WALL DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS SHEATHING EDGE NAILS SILL PLATE ATTACHMENT THICKNES LTP4/A35 1/2"DIA.A.B. MARK BLOCKED TYPE S PLACEMENT SIZE SPACING SPACING NAILING SPACING A\ SHEET G2-B Yes GYPSUM 1/2" ONE-SIDE 6d COOLER 4" 32" 16d AT 12" OC 48" S1-B Yes WSP-SHEATHING 7/16" ONE-SIDE 8d 6" 16" 1 16d AT 6" OC 32" _Ex ENGINEERS,INC. S300 1625 Locust St Kansas City, MO 64108 816.421.3222 SHEAR WALL www.apex-engineers.com ELEVATIONS �QFOR CODS c,%o 1IV Y O { � M w � og �° T R A V O IM O FIELi) � ARCHITECTURE,PC EXTENT OF HEADER WITH DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2'-18' FINISHED WIDTH OF OPENING — — — FOR SINGLE OR DOUBLE PORTAL • — — O J - - - - - - ■ J � •I I z =Lu '1 1' FASTEN O KING STUD TO N 0- :L — — — — —J. HEADER WITH (6) 16d SINKER . . NAILS I I N MIN 3"x11 1/4" NET HEADER LLJ STEEL HEADER PROHIBITED _J. w rn � EXTEND STEEL STRAP ABOVE TENSION STRAPS PER TABLE v' :1•i i HEADER MIN DISTANCE PER 602.10.6.4 (ON OPPOSITE SIDE 1 1.1' FASTEN TOP PLATE TO I' MANUFACTURER OF SHEATHING) 1 11: HEADER WITH TWO ROWS OF 16d SINKER NAILS AT 3" OC, FASTEN SHEATHING TO HEADER WITH BRACED WALL LINE TYP 1 1 I 1 8d COMMON OR GALVANIZED BOX CONTINUOUSLY SHEATHED 1.1 11. NAILS IN 3 GRID PATTERN AS SHOWN WITH WOOD STRUCTURAL ,1.1 1:1 ■ w :I1 1:I• PANELS I:1 11: 70 .� _ I.1 1'I. HEADER TO JACK-STUD STRAP PER IF NEEDED PANEL SPLICE I'1 1.1' 0 :I 1 I:I TABLE R602.10.6.4 ON BOTH SIDES OF EDGE SHALL OCCUR AND BE o Lu 1,1 11: OPENING OPPOSITE SIDE OF ATTACHED TO COMMON SHEATHING BLOCKING WITH 24" OF WALL M Q — — MID-HEIGHT. ONE ROW OF 3" +tf— — MIN 7/16"WOOD STRUCTURAL ` ' J .1.1 IT OC NAILING IS REQUIRED IN TI 1.1' PANEL SHEATHING .I'1 I.I' EACH PANEL EDGE. V' MIN DOUBLE 2x4 FRAMING COVERED WITH 0) O 1.1 1'1. 1'1 1.1' O 1 MIN 7/16"THICK WOOD STRUCTURAL PANEL MIN DOUBLE 2x4 POST (KING 1• SHEATHING WITH 8d COMMON OR AND JACK STUD). NUMBER OF 1'1 V . GALVANIZED BOX NAILS AT 3" OC IN ALL JACK STUDS PER TABLES FRAMING (STUDS, BLOCKING, AND SILLS), TYP R502.5 (1)& (2). MIN (2) 1/2" DIAMETER ANCHOR BOLTS TYPICAL PORTAL FRAME INSTALLED PER R403.1.6 WITH 2"x2"x3/16" PLATE WASHER CONSTRUCTION I.I E1'1. ANCHOR BOLTS PER 1 I CONCRETE FOUNDATION WITH MIN SECTION R403.1.6 (1)#4 BAR AT TOP AND BOTTOM OF jJ FOOTING. LAP BARS MIN 15" OVER CONCRETE OR MASONRY BLOCK FOUNDATION II II 11 II WOOD STRUCTURAL NAIL SOLE PLATE TO 11 I I (2) FRAMING ANCHORS PANEL SHEATHING TO JOIST PER TABLE 11 I I APPLIED ACROSS SHEATHING TRAVOIS DESIGN & I'1 TOP OF BAND OR RIM R602.3(1) I I JOINT WITH A CAPACITY OF 1'1. I.1 JOIST 11 11 670 LBS IN THE HORIZONTAL CONSTRUCTION SERVICES, LLC 11 I AND VERTICAL DIRECTIONS NAIL SOLE PLATE TO 310 W. 19TH TERRACE :I ITi I'I. JOIST 6 2 3(PER TABLE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 WOOD STRUCTURAL PANEL SHEATHING APPROVED BAND OR RIM OVER APPROVED BAND OR RIM JOIST JOIST OVER RAISE WOOD FLOOR - FRAMING ANCHOR OPTION (WHEN PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) D. Q- OF WA Q� WOOD STRUCTURAL NAIL SOLE PLATE TO 11 I I ATTACH SHEATHING TO co a PANEL SHEATHING TO JOIST PER TABLE 11 I I BAND OR RIM JOIST WITH 6, I'1 TOP OF BAND OR RIM R602.3(1) I 1 8d COMMON NAILS AT 3" 1:1: f �� 7 51347 Q .1.1 JOIST i i 1 i OC TOP AND BOTTOM I:IST �PFSRFOI1347 oe NAIL SOLE PLATE TO S/ONAL w 11 —1. I— — — —i 1. JOIST PER TABLE 0 �— R602.3(1) z ——— — WOOD STRUCTURAL PANEL SHEATHING APPROVED BAND OR RIM REVISION DATE OVER APPROVED BAND OR RIM JOIST JOIST OVER RAISE WOOD FLOOR - OVERLAP OPTION 50%SET /2020 25%SET (WHEN PORTAL SHEATHING LAPS OVER BAND OR RIMBOARD) /1 6/19/2020 (PER IRC R602.10.6.4) 75%SET 9/10/2020 100%PERMIT SET 12/15/2020 PERMIT SEf-ADDENDUM1 5/21/2021 BRACED WALL PANEL-IRC METHOD PERMIT SEf-ADDENDUMA 6/24/2021 CS-PF CONTINUOUSLY SHEATHED 1 PORTAL FRAME PANEL CONSTRUCTION S301 1/2" = 1'-01, A\ SHEET AP=E=X= ENGINEERS,INC. S301 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com CS-P F BRACED WALL Ld �QFp4t CODS co 1'v Y O { CORNER BENT BAR, MATCH (1)ADDITIONAL VERT BAR AS M I HORIZONTAL REINFORCING SIZE AND SPACING _0 SHOWN, SIZE TO MATCH WALL I (1)ADDITIONAL VERT BAR AS I VERT REINFORCING o� HOOK BAR, MATCH T T T M COR �` SHOWN, SIZE MATCH WALL 9 VERT REINFORCING HORIZONTAL REINFORCING 1 V O 1 t( `, rOFIELn� WALL VERT& HORIZ it SIZE AND SPACING ARCHITECTURE,PC REINFORCING, REF PLAN CONCRETE WALL WITH SINGLE MAT REINFORCING WALL VERT& HORIZ Ld REINFORCING, REF PLAN HOOK BAR, MATCH (2)ADDITIONAL VERT BARS AS O HORIZONTAL REINFORCING I SHOWN, SIZE TO MATCH WALL J SIZE AND SPACING I VERT REINFORCING (4)ADDITIONAL VERT BARS AS ■ SHOWN, SIZE TO MATCH WALL HOOK BAR, MATCH VERT REINFORCING HORIZONTAL REINFORCING CORNER BENT BAR, MATCH I SIZE AND SPACING ^I HORIZONTAL REINFORCING ` V SIZE AND SPACING z W INCONCRETE WALL WITH DOUBLE MAT REINFORCING W 00 nro TYP CONCRETE WALL CORNER 4 REINFORCING Q SSOO NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND MAY NOT BE CUT OR CALLED OUT ON PLANS ■ _ 7 WHERE 2'-0" CAN'T BE W ACHIEVED HOOK BAR, REF HOOK DETAIL FOR MORE INFORMATION }� 0 0 o N U (2)#4x4'-O"AT MID- HEIGHT OF SLAB, TYP N Q 1 1/2 (1)#4 AT MID-HEIGHT OF SLAB, TYP SLAB EDGE TRAVOIS DESIGN & 3 TYP OPENING IN CONCRETE SLAB CONSTRUCTION SERVICES, LLC THIS DETAIL IS TYPICAL TO THE PROJECTAND 310 W. 19TH TERRACE SSOO NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 WATER STOP AND BITUTHENE STRIP AT JOINT STOP EVERY OTHER (2)#4x4'-O"AT MID- FORMED KEY WAY HORIZONTAL BAR AT HEIGHT OF SLAB JOINT SOIL SIDE RE-ENTRANT SLAB CORNER yGE D C� �F WA SN��O� �� SLAB EDGE OR co cy CONSTRUCTION JOINT �_�D18 D/8 7 CONSTRUCTION CONTROL JOINT o� 51347 JOINT 45' oc�sS�ONAL- TYPICAL VERTICAL WALL CONTROL 6 JOINT S5OO NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANS REVISION DATE (2)#5x4'-O" CORNER TYP RE-ENTRANT CORNER IN 50%SET 8/14/2020 DIAGONAL BARS 25%SET 6/19/2020 2 CONCRETE SLAB(2)#5 BARS FOR OPENINGS S500 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND 75�roSET 9/10/2020 100%PERMIT SET 12/ 5/2020 1 2'-0" O 4'-0"WIDE OR LESS, (2)#6 MAY NOT BE CUT OR CALLED OUT ON PLANS TYP BARS FOR OPENINGS UP TO PERMIT SET-ADDENDUM 5/21/2021 6'-0"WIDE, UNO ON PLANS PERMIT SET-ADDENDUM 6/24/2021 CONCRETE WALL, 1 1/2" REF PLAN TYP CLR CONCRETE WHERE 2'-0" CAN'T BE ACHIEVED HOOK BAR, REF HOOK DETAIL FOR ± 1/2" MORE INFORMATION (2)#6 VERT FULL HEIGHT JAMB BARS, UNO ON 2-1/2" 3-1/2"+PLANS 1/2" + 1/2" (2)#5 SILL BARS, UNO A\ ON PLANS KEYED JOINT SHEET D BARS, UNO OWELS TO MATCH JAMB EX FOUNDATION, REF PLAN ENGINEERS,INC. S500 1625 Locust St Kansas City, MO 64108 816.421.3222 TYPICAL CONCRETE www.apex-engineers.com 5 TYP OPENING IN CONCRETE WALL TYP KEY IN CONCRETE DETAILS S500 NO SCALE THIS MAY NOT BEL IS E CUT OR CALLED TOTHE OUT PROJECT PLANS S500 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND MAY NOT BE CUT OR CALLED OUT ON PLANS �QFpg CODE C% Z NOTES: W� 1'T Y � �C♦ Q (4)ADDITIONAL STIRRUPS, REF 1. CONTRACTOR TO COORDINATE LOCATION,SIZE AND ELEVATION AND INCLUDE IN HIS CONTRACT PRICE ALL REQUIRED HORIZONTAL y PENETRATIONS THROUGH CONCRETE BEAMS WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT. UFOOTING SCHEDULE FOR SIZE 2. WHERE BEAM PENETRATIONS ARE REQUIRED BUT ARE NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS,SUBMIT a: M LLI 6" 6" 6" 6" DRAWINGS,SHOWING DIMENSIONS AND LOCATIONS OF ALL REQUIRED PENETRATIONS,FOR REVIEW AND APPROVAL. Lp 3. "D"DENOTES THE DEPTH OF BEAM. 0 4. CLEAR SPACING BETWEEN PENETRATIONS SHALL BE 24"MINIMUM UNLESS DESIGNED OTHERWISE BY THE ENGINEER. aOLT.O. GRADE BEAM 5. PENETRATIONS SHALL BE LOCATED ACCORDING TO THE FOLLOWING CRITERIA: y1 A. FOR BEAMS NOT SUPPORTING INTERSECTING BEAMS:LOCATE PENETRATIONS WITHIN TWO FEET EITHER SIDE OF BEAM MIDSPAN. TA V` ' [�(M N��✓� �C Q� ��O REF PLAN ^ ^ ^ ^ B. FOR BEAMS SUPPORTING INTERSECTING BEAMS:CHECK WITH STRUCTURAL ENGINEER . T K O 1 �r0 FIELi)1 Z C.,) 6. AT EACH SLEEVE,UNLESS REQUIRED OTHERWISE BY NOTE#7 BELOW,PROVIDE THE FOLLOWING: 1� 1' (J TOP OF CONCRETE 0 0 (1)#5 TOP AND BOTTOM AT BEAMS WITH WIDTHS LESS THAN 9". �7� (2)#5 TOP AND BOTTOM AT BEAMS WITH(2)LEG STIRRUPS. ARMTECT V i\L',PC Ur- (4)#5 TOP AND BOTTOM AT BEAMS WITH(4)LEG STIRRUPS. Z (N)#5 TOP AND BOTTOM AT BEAMS WITH(N)LEG STIRRUPS. CONTRACTOR 7. PENETRATION WIDTH<=PENETRATION DEPTH(UNLESS SHOWN OTHERWISE ON THE STRUCTURAL DRAWINGS). OPTION IF REQUIRED F_ 8. FOR LOCATIONS AND/OR SIZES OF PENETRATIONS NOT CONFORMING TO THE ABOVE CRITERIA AND NOT OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS,CONTRACTOR SHALL COORDINATE REQUIRED ADDITIONAL REINFORCEMENT WITH THE ENGINEER ON THE REF ARCH (1)#4xCONT EACH SIDE OF TRENCH MILL SHOP DRAWINGS. J W ILL 9. PROVIDE ADDITIONAL STIRRUPS AT SPACING NOT TO EXCEED ONE HALF OF THE SCHEDULED STIRRUP SPACING(UNLESS DETAILED 0 OTHERWISE ON THE STRUCTURAL DRAWINGS). DIAMETER SLAB, REF PLAN FOR = 10. SEPARATE THE UTILITIES PASSING THRU SLEEVES/PENETRATIONS TO ADEQUATELY ACCOMMODATE ANY POTENTIAL SWELL FROM THE U = REFERENCE BASE PLATE REF ARCH THICKNESS AND REINFORCING LzIJ C) z SCHEDULE ON-SITE SOILS. W w �`' ADDITIONAL REINFORCEMENT AT W J Iwi Q TACK HEAD EACH PENETRATION = a LLI _3 0 OR =11 • z uj 3/16 DAMAGE 1 L ir, g 11= Q THREADS 1 Jp 0° 4" HORIZONTAL REINF CONTINUOUS 3 1/2" LONG SHEAR KEY #5"Z" BARS AT 18" OC (2)#4xCONT BOT. BARS THROUGH CONSTRUCTION JOINT WIDTH OF KEY SHALL BE MIN O FOOTING WIDTH MINUS 6" I i I I i I 10 TYP SLAB AT TRENCH 14 TYP ANCHOR BOLT TYP GRADE BEAM CONSTRUCTION S501 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND S501 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND MAY NOT BE CUT OR CALLED OUT ON PLANS MAY NOT BE CUT OR CALLED OUT ON PLANS 6 JOINT ^ ' THIS DETAIL IS TYPICAL TO THE PROJECTAND PLAN ` v S501 NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS PROVIDE(2)ADDITIONAL STIRRUPS EACH SIDE OF EACH PENETRATION. (STIRRUP TYPE AND w N BEAM TOP AND BOTTOM REINFORCING SIZE TO BE SAME AS THOSE IN BEAM). M SEE NOTE 9 SEE NOTE 9 W w #4 BARS AT 18" OC ROUND PENETRATION SQUARE OR RECTANGULAR PENETRATION ADD (2)#4 BARS MIN CENTERED CONTINUOUS KEY AT ON COLUMN CORNERS CONTRACTORS OPTION ? M Q SLAB ON GRADE, REF PLAN FOR M g THICKNESS AND REINFORCING SLOPE o z Z T.O. SLAB REF ARCH g Z N O ■ � REF PLAN _ - Ld Ld Ld Z = `" Q I__I III 1 w O � (D � v / 2"MIN 2" MINI a w Z w �+ NUj NON-SHRINK GROUT AROUND � 1'-0 01� 6" � 6" 01� 1'-0 01� 2 a. " " � ,O P+ COLUMN #4 BARS AT 18" OC M � � M ISOLATION JOINT `1' p� CONTINUOUS KEY AT Z � z_ CONTRACTORS OPTION 2 SLAB ON GRADE, REF PLAN FOR V'�2" " CONTRACTION JOINT 1 1/2" 1 1/2 O O THICKNESS AND REINFORCING 2"SLOPE CORNER BARS AS SHOWN, � U gk T.O. SLAB REFARCH TYP TYP TYP TYP SIZE TO MATCH TOP AND Lo �— — 2'-0" PEN 2'-0" 2'-0" PEN 2'-0" REF PLAN BOTTOM BARS, REF PLAN /r - -LilI • CONT. TOP AND BOTTOM MIN WIDTH MIN MIN WIDTH MIN ■ N \� ' MIN 2" MIN BARS. ♦ V 6" 6" 1'-0" Ld = CLASS B TENSION SPLICE SEE NOTE 7 ELEVATION SEE NOTE 7 9 SLAB ON GRADE AT RAMP 5 TYP FOUNDATION CORNER DETAIL 3 GRADE BEAM PIPE SLEEVE THIS DETAIL IS TYPICAL TO THE PROJECTAND THIS DETAIL IS TYPICAL TO THE PROJECTAND THIS DETAIL IS TYPICAL TO THE PROJECTAND BASEPLATE PER PLAN COLUMN AND S501 NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS S501 NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS S501 NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS ALIGN CORNERS OF ISOLATION JOINT WITH CONTRACTION JOINT CL CL SAW-CUT MIN 1/4 x SLAB THICKNESS CONCRETE SLAB, REF PLAN FINISH GRADE, 13 TYP COLUMN ISOLATION JOINT REF ARCH/CIVIL THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANS TRAVOIS DESIGN S501 NO SCALE GRADE BEAM 7= 7= CONSTRUCTION SERVICES, LLC 1i1=1i1=1 1 1 1-11 SUBBASE, REF PLAN ADDITIONAL PENETRATION 1111 1111 11111 11 1 M-1h 310 W. 19TH TERRACE REINFORCING, REF TYP DETAILS =1 I =1 =_III=1 =1I =I I I-I I 1=111= SLEEVE PIPE THROUGH FOOTING; 11-11 III-11I-1 -1 -1_1 I-1 -1 -1 KANSAS CITY, MO 64108 #5"Z" BARS AT 18" OC CONTRACTION JOINT DETAIL REF MEP FOR PIPE SIZE AND =111II II II II II II II II II II II 111 -1 P 816.994.8970 CONTINUOUS KEY AT CASE 3: PIPE LOCATION OgL B.0.F =1 =1 =1 =1 =_I I =_I I I-I I 1-:::Ill- PENETRATION II-III-III-11I-11I-11I-11 -1 F 816.994.8974 CONTRACTORS OPTION PROVIDE COMPRESSIBLE, REF PLAN =III=III=III=III=III=11 I I 1 I =1 I =I I =111=III 1=111- MIN 2x4 KEY IN THICKENED 1/2" DIA x 1'-4"SMOOTH INTERFERES WITH WATERPROOF, RODENT-PROOF -11I-11I-11I-I11-111-111- 11-1 I I-111-1 -1 -1 -1 #4 BARS AT 18"OC SLAB AT JOINT DOWELS AT 24" OC GRADE BEAM MATERIAL AROUND SLEEVE -_�I I-1 11-_I 11=_I I1=_III 1-1I1= T.O. SLAB (2)#4xCONT BARS REINFORCING l I I I I11I11I =1 =1 =1 =1 BOND BREAKER (ONE SIDE) CONCRETE SLAB, REF PLAN BOTTOM LAYER OF GRADE BEAM SLAB, REF PLAN FOR REF MEP =III=_I=III=1 ICI=III=1I =_III =11I: RE: PLAN REINFORCEMENT. BREAK -III= I-I1 F::::l 1 L �1=III=1 I =1 I =I THICKNESS AND REINFORCING REINFORCEMENT AT PENETRATION - 11-1 -1 -1 -11I-11I -11I 1= DO NOT EXCAVATE A TRENCH 1 _ � T.O. SLAB 3�� =111=III=i =1 1= =1 =1 - GE D.C,49 CLOSER THAN A 45 DEGREE \ y B.O. GRADE BM E- MIN ACI LAP SPLICE LENGTH -1 RE: PLAN -11I-11I -III -11I WA Sy O 1 L REF PLAN - BETWEEN BOTTOM REINFORCING ANGLE BELOW BOTTOM OF �ti FOOTING OR FOUNDATION 1 -1 I -1 I1 I0 I-1 I I 1 -11 -III ' III-III AND DEPRESSION REINFORCING B.O. -111=III=111:\u 0 = c z I I SUBBASE, REF PLAN - L L L 1_ 1IIII III III I 6" 6" I I_1 1 JAI- III-1 I I REINFORCE DEPRESSION WITH TRENCH 11I II I II I1=_ _ _-_- �+ „ „ SADDLE BARS MATCHING GRADE - -III- °� 51347 CONSTRUCTION JOINT DETAIL III 116' MIN TYP BEAM BOTTOM REINFORCING SIZE �°F�F61STER� TYP AND SPACING FORM GRADEsS�ONAL BEAM DEPRESSION MAXIMUM SLOPE BETWEEN E 12 TYP CONCRETE SLAB ON GRADE STEP 8 SLAB ON GRADE CONTROL JOINT AT PIPE PENETRATION LOCATION 2 FOUNDATION AND TRENCH THIS S501 NO SCALE MAY NOT BIL IS TYPICAL E CUT OR CALLO THE PROJECT ED OUT ON PLANSD THIS S501 NO SCALE MAY NOT BIL IS TYPICAL E CUT OR CALLO THE PROJECT ED OU ON PLANSD GRADE BEAM S501 NO SCALE THIS DETAIL MAY NOT BEC TYPICAL UT OR CALLED THE PROJECT AND CED OUT ON PLANS CASE 2: PIPE PIPE DOES NOT REVISION DATE PENETRATION PENETRATE GRADE BEAM BELOW GRADE BEAM SLEEVE PIPE THROUGH 50%SET 8/14/2020 FOOTING; REF MEP FOR PIPE SIZE AND LOCATION 25%SET 6/19/2020 PROVIDE COMPRESSIBLE, 75%SET 9/10/2020 B.O. GRADE BM WATERPROOF, RODENT-PROOF 100%PERMIT SET 12/15/2020 MATERIAL AROUND SLEEVE REF PLAN -1 -1 -'-3" 11=111- 1:::::: =1 I I=1 I I=1 I MAXIMUM 45 DEGREE SLOPE PERMIT SET-ADDENDUM 5/21/2021 11I-11I-11I-1 - I IIIIIII-1 I- BETWEEN ADJACENT FOOTINGS PERMIT SET-ADDENDUM 6/24/2021 =1 1= I I REF MEP-1I I=1I I OR FOUNDATION, STEP STD 90' HOOK 111 II II II -„I -III-III-III-1 I- CONTRACTOR III=1 I I=1 I I=1 I�=1 I11=III=III=III=11I FOUNDATION AS REQUIRED REF SPLICE I i I I i I-I i I=i I I=i I I=i-i=i-i=i-i=i 11_1 I I- OPTION IF REQUIRED 2"CLR LENGTH TABLE T.O.F. 2"CLR GRADE BEAM L2x2x3/16 x CONT(HDG)ANGLE ADDITIONAL PENETRATION B.O.F. GRATING BY OTHERS. SUPPLIER TO REF ARCH WITH 3/8"x4" HAS (HDG)AT 24" OC REF PLAN REINFORCING, REF TYP DETAILS REF PLAN DESIGN GRATING TO SUPPORT 2 KIP (1)#4xCONT EA. SIDE OF TRENCH CASE 1: PIPE PENETRATION DOES SLEEVE PIPE THROUGH LIVE LOAD OVER 4 POINT LOADS SLAB, REF PLAN FOR NOT INTERFERE WITH FOOTING; REF MEP FOR PIPE ` THICKNESS AND REINFORCING T.O.F. GRADE BEAM 1.. ` REF MEP SIZE AND LOCATION \ • • REF PLAN 3" CLR REINFORCEMENT 1 L \\ J 1 ? 3" PROVIDE COMPRESSIBLE, SHEET\ 1 L � "' � 1 B.O. GRADE BM WATERPROOF, RODENT-PROOF � __�p+ EX NO TE: BOTTOM OF MATERIAL AROUND SLEEVEOgL B.O.F. /"V_'3" CLR FOOTING SHALL BEAR A REF PLAN _ _ _ _ _ _ _ _ _ _ _ REF ARCH 4" #5"Z" BARS AT 18" OC 11=III=III=III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 1I- REF SPLICE MINIMUM OF FROST DEPTH -11I-11I-11I-11I-11I-11I-11I-11I-11I-11I-11I BOTTOM LAYER OF GRADE BEAM REF PLAN =III=111=111=111 ENGINEERS,INC. MIN (2)#4xCONT BOT. BARS LENGTH TABLE 11=111=III=111=1 =1 =1 =1 =1 =1 =1 =_ REINFORCEMENT. IF BOTTOM OF PIPE -III=1 =11(- S501 FROM GRADE ELEVATION _ _ _ 1625 Locust St AS NOTED IN GENERAL IIIIII11I1I II II II II II PENETRATION IS NOT AT LEAST 3"ABOVE Kansas City, MO 64108 NOTES. BOTTOM REINFORCEMENT, USE CASE 3 816.421.3222 MAXIMUM SLOPE BETWEEN ADJACENT www.apex-engineers.com neers.com TYPICAL FOUNDATION 11 TYP SLAB AT TRENCH TAWITH IcGRATING cTAND 7 TYP FOOTING STEP DETAIL IS TYPICAL TO THE PROJECT AND 4 GRADE BEAM AT PIPE TPENETRATION ECTAND 1 FOUNDATIONS THIS DETAIL IS TYPICAL TO THE PROJECT AND DETAILS THIS THIS S501 NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS S501 NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS S501 NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS 501 NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS �QFOR CODS c,%o 1IV Y O { � M w � og �° T R A V O IM O FIELi) � ARCHITECTURE,PC r 0 - C6 � N zW w N 00 nro � c� Q � - _ 7 � 'zl- w _ (y) � 0) ry � 00 U z Q C6 TRAVOIS DESIGN & CONSTRUCTION SERVICES, LLC 310 W. 19TH TERRACE REF SCHEDULE KANSAS CITY, MO 64108 P 816.994.8970 —1— 4- -4 —1— 4- -4 —1— 4 SPREAD FOOTING, F 816.994.8974 REF PLAN T —F 1 1 _� � TOP & BOT. rt I fi rt I fi rt _ REINFORCING, REF PLAN 4 -1- 4 -1- -1- w J _I_ 1 I I I I I y�E D. &,, o I I I I I I 1 VERT BARS AT 18" OC �Q'�pF WASy��O� w t I t I t t MAX AROUND coP Z 4 -1- 4 -1- 4 PERIMETER, REF 1 1 1 1 1 1 SCHEDULE FOR SIZE 7 —F T (1)VERT BAR EACH 0 �F 51347� —I— —I� —I— CORNER, REF SCHEDULE FSS� IST FOR SIZE ONAL PLAN VIEW TYP DEEP SPREAD FOOTING VERTICAL 161 REINFORCING REVISION DATE S502 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANS 50%SET 8/14/2020 25%SET 6/19/2020 75%SET 9/10/2020 GRID 100%PERMIT SET 12/15/2020 FILL BLOCKOUT WITH PERMIT SET-ADDENDUM 5/21/2021 NON-SHRINK GROUT STEEL COLUMN, REF PLAN PERMIT SET-ADDENDUM 6/24/2021 THICKENED SLAB EDGE BASE PLATE, REF SCHEDULE SLAB, REF PLAN I I 1-1/2" SHIM AND GROUT I I OIL T.O. SLAB I I REF PLAN 1 T.O.F. REF PLAN Kw J SUBBASE, REF PLAN w o FOOTING, REF SCHEDULE FOR , 1 . . cn U A\ SIZE AND REINFORCEMENT U) SHEET EMBEDMENT DEPTH REF PLAN REF SCHEDULE EX 15 TYP INTERIOR SPREAD FOOTING ENGINEERS,INC. S502 S502 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND 1625 Locust St MAY NOT BE CUT OR CALLED OUT ON PLANS Kansas City, MO 64108 816.421.3222 TYPICAL FOUNDATION www.apex-engineers.com DETAILS �QFOR CODS c,%o 1IV Y O { � M w � og �° T R A V O IM O FIELi) � ARCHITECTURE,PC STUD WALL, REF PLAN EXTERIOR SHEATHING, REF PLAN 2x TRTD SILL PLATE, REF PLAN FOR ANCHORAGE #4 DOWELS, DRILL AND EPDXY INTERIOR FINISH, REF ARCH MIN 5" INTO FDTN WITH HILTI HIT- O HY 200 AT 24" OC STUD WALL, REF PLAN = — (1)#4 BAR CONTINUOUS CONC SLAB, REF PLAN SLOPE EXTERIOR SLAB, U- 2x TRTD SILL PLATE, REF PLAN REF ARCH REF PLAN w CONCRETE SLAB, REF PLAN ^ ' T.O.SLAB � T.O.SLAB � FOR ANCHORAGE REF PLAN REF PLAN 1 ^I OgL T.O.SLAB W ` V REF PLAN i T.O.F. = T.O. FOOTING z W REF PLAN _� REF PLAN W `rn�+ T.O.WALL �a ob ob V' REF PLAN SUB BASE, w iv U SUB BASE, REF PLAN SUBBASE, REF PLAN REF PLAN (1)#4 BAR CONT AT w #4 x 4'-0" HOOK BARS AT 18" OC T.O.F. THICKENED SLAB EDGE THICKENED SLAB OgL uj REF PLAN #4x4'-0" HOOK BARS EDGE WITH (2)#4 BARS S J- BARS CONT •_ AT 18" OC • • CONCRETE FOOTING, REF PLAN — 3" CLR FOUNDATION WALL, REF PLAN 70 rVn, CONTINUOUS FOOTING, MiL REF PLAN. CENTERED �7,—T' W ON FOUNDATION WALL REF CLR SCHEDULE TYPICAL INTERIOR FOUNDATION AT 0 6 STEM WALL 3 TYPICAL FOUNDATION STOOP O 0 S503 3/4 = 1 -0 S503 3/4 = 1 -0 U z Q INTERIOR FINISH, REF ARCH STUD WALL, REF PLAN GLAZING, REF ARCH EXPANSION MATERIAL, REF ARCH CONC SLAB, REF PLAN 2x TRTD SILL PLATE, REF PLAN #4 SMOOTH DOWELS AT 18" OC FOR ANCHORAGE SLAB, REF PLAN T.O.SLAB T.O. SLAB REF PLAN REF PLANOL • rl-ITHICKENED T.O. WALL REOFPLAN SUB BASE, REF PLAN TRAVOIS DESIGN & REF PLAN SUBBASE, REF PLAN - CONSTRUCTION SERVICES, LLC 1)#4 BAR CONT AT ? N U (2)#4 BAR CONTINUOUS310 W. 19TH TERRACE T.O.F. SLAB EDGE U- o #4 x 4'-0" HOOK BARS AT 18" OC, w w ALTERNATE DIRECTIONS KANSAS CITY, MO 64108 REF PLAN 0HOOK BARS AT 18 O - P 816.994.8970 3"CLR FOUNDATION WALL, < U CONTINUOUS FOOTING, REF PLAN • REF PLAN F 816.994.8974 CONTINUOUS FOOTING, REF PLAN. CENTERED ON FOUNDATION WALL REF 3" SCHEDULEJ. CLR THRESHOLD ON STEM WALL y�E D• 51 FOUNDATION 2 TYPICAL INTERIOR FOUNDATION of WA Sy/,yc�� S503 3/4" = 1'-0" S503 3/4" = 1'-0" c Z 7 ���� 51 347� �sS�ONAL Ems\ STUD WALL, REF PLAN EXTERIOR SHEATHING, REF PLAN REVISION DATE WALL FRAMING, REF PLAN EXTERIOR GRADE, REF CIVIL SHEATHING, REF PLAN 2x SOLE PLATE, REF 2x TRTD SILL PLATE, REF PLAN 50%SET 8/14/2020 ATTACH WALL SHEATHING PER EDGE PLAN FOR ANCHORAGE FOR ANCHORAGE 25%SET 6/19/2020 NAILING REQUIREMENTS, REF PLAN EXPANSION MATERIAL, (1)#4 BAR CONTINUOUS 75%SET 9/10/2020 REF ARCH 100%PERMIT SET 1-2/15/2020 GRADE, REF ARCH/CIVIL SLAB, REF PLAN CONCRETE SLAB, REF PLAN PERMIT SET-ADDENDUM 5/21/2021 T.O. SLAB OL T.O.SLAB PERMIT SET-ADDENDUM 6/24/2021 REF PLAN REF PLAN L @r T.O. WALL T.O.F. REF PLAN REF PLAN -III III I I II II SUBBASE, REF PLAN =1 - - -_ -_ z (1)#4 BAR CONT AT J N U:I SUB BASE, REF PLAN T.O.F. -I 11= THICKENED SLAB EDGE 00 #4x4-0 HOOK BARS' " w REF PLAN #4 x 4'-0" HOOK BARS AT 18" OC L _ AT 18" OC = 3"CL41, R FOUNDATION WALL, � REF PLAN U CONCRETE FOOTING, REF PLAN CONTINUOUS FOOTING, REF PLAN. CENTERED A\ ON FOUNDATION WALL CLR SHEET + REF EX SCHEDULE ENGINEERS,INC. S503 WOOD FRAMING ON STEM WALL 1625 Locust St TYPICAL FOUNDATION AT EXTERIOR Kansas 4 FOUNDATION as City, MO 64108816.421.3222 S503 3/4" = 1'-0" S503 3/4" = 1'-0" www.apex-engineers.com FOUNDATION DETAILS �QFOR CODS c,%o .w� 1'T Y � c� ` G M COMMON NAILS EACH SIDE DENOTES NAIL FASTENED 01 y c� 4'-0" MIN OF SPLICE, UNO 1 1/2" 1 1/2" FROM FACE SHOWN TOP PLATE SPLICE BETWEEN SPLICES TOP PLATE SPLICE r■� O 1TM ✓� r CORSe�� CONNECTION, EA. 2"TYP CONNECTION, EA. DENOTES NAIL FASTENED 1 SIDE OF SPLICE, TYP SIDE OF SPLICE, TYP 0 FROM OPPOSITE FACE ARCHITECTURE,PC co m x x 0 2-PLY 3-PLY 4-PLY(5-PLY SIM) co (2)2x4/2x6 2x STUD a = 6" SPLICE AT TOP 2x SPLICE AT BOTTOM 2x b =2-1/2" GAP REQUIRED ABOVE AND OPENING IN WOOD STUD, WALL STUDS, REF PLAN o 0 x NAILS: 10d COMMON BELOW FOR DIFFERENTIAL MAKE TOP AND BOTTOM FOR SIZE AND SPACING (3)2x4/2x6 MOVEMENT, REFERENCE WOOD OPENING ROUNDED a = 8" SHRINKAGE DIAGRAM FOR TOP CHORD APPLIES AT ALL LOAD BEARING AND SHEAR WALLS IX b = 3-1/2" ANTICIPATED SHRINKAGE OF 2x4 NAILING 2x6 NAILS: 30d COMMON NAILS/FASTEN MASTER TRUSSLOK WOOD STRUCTURE. CONSULT NAILING (4+)2x4/2x6 WITH MEP ENGINEER FOR a = 8" ANTICIPATED MOVEMENT OF O NAILS: FASTENMASTER TRUSSLOK OR LOGHOG 8 TYPICAL PLATE SPLICE b = 3-1/2 CONDUIT OR PIPE I- ��` ■ � S520 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND NOTES: CONDUIT OR HORIZONTAL MAY NOT BE CUT OR CALLED OUT ON PLANS 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF COLUMN. PLUMBING RUN 2. ALL NAILS/SCREWS SHALL PENETRATE ALL LAMINATIONS AND AT LEAST ^ ' 75% OF THE OUTERMOST LAMINATION MAX OPENING IN BEARING ` v 3. REFERENCE MINIMUM FASTENER LENGTH OR EXTERIOR STUD: (2)2x-2 5/8" (2) 1 3/4"-3 1/16" 1-1/2" FOR 2x4 STUD I I I N OPENING OR GLAZING, (3)2x-4 1/8" (3) 1 3/4"-4 13/16" L.LI REF ARCH 4 2x-5 5/8" 2-1/4" FOR 2x6 STUD A^ JAMB, REF TYP JAMB DETAIL ( ) (4) 1 3/4"-6 9/16" w W CONNECTION, REF SCHEDULE (5)2x-7 1/8" (5) 1 3/4"-8 5/16" SILL PLATE, WOOD STUD PENETRATION FOR T.O. SILL PER SCHEDULE 4 TYPICAL BUILT-UP STUD COLUMN 1 SHRINKAGE REF ARCH S52O NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND S520 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND MAY NOT BE CUT OR CALLED OUT ON PLANS MAY NOT BE CUT OR CALLED OUT ON PLANS CRIPPLE STUD TO BE NAILED AT TOP. NUMBER OF NAILS TO MATCH SILL NAILS PENETRATIONS THRU STUDS ■ — _ MATCH NUMBER OF NAILS SPECIFIED TO TOP OF CRIPPLE STUD STUDS NON LOAD NON-LOAD STUD FACE STUD FACE 70 rVn, LOAD BEARING OR LOAD BEARING BEARING BEARING 5/8" MIN 5/8" MAX WALL STUDS PER PLAN EXTERIOR WALL WALL WALL WALL C: 'zl- I ' I WALL BORED HOLE SIZE BORED HOLE SIZE NOTCH NOTCH = BORED HOLES DIA = BORED HOLES DIA SIZE 40% 60% 60% 25% 40% 40% OF STUD 60% OF STUD WIDTH SCHEDULE - WOOD SILL 2 x 4 13/8" - 21/8" 7/8" 13/8" WIDTH, 60% OF MAX (2)2 x 4 - 2 1/8" 2 1/8" 7/8" 1 3/8" STUD WIDTH IF OPENING WIDTH SILL REQUIRED CONNECTION 2 x 6 2 1/4" - 3 15/16" 1 3/8" 2 1/4" DOUBLE STUD O UP TO 3'-4" (1) CONTINUOUS 2x6 (4) 16d NAILS (2)2 x 6 - 3 5/16" 3 15/16" 1 3/8" 2 1/4" NOTCH 25% OF STUD NOTCH 40%OF STUD O 3'-5"TO 6'-0" (2) CONTINUOUS 2x6 SIMPSON A35 2 x 8 2 7/8" 1 - 4 3/8" 1 1 13/16" 1 2 7/8" WIDTH MAX WIDTH MAX 6'-1"TO 10'-0" 2 CONT. 1 3/4"x5 1/2" LVL 2)SIMPSON A35 [ 1 T&B] (2)2 x 8 - 1 4 3/8" 1 4 3/8" 1 1 13/16" 2 7/8" 1�1 (n T� NOTE: ■ � N Q SEE SECTION 2308.9.10, 2308.9.11 AND EXTERIOR OR NON-BEARING 7 FIGURE 2308.9.10 IBC. BEARING WALL PARTITION L TRUSS/JOISTS PLATES: � / REF PLAN 7 TYPICAL SILL DETAIL NOTCH AND BOTTOM SO M PLA MHOLE, CUT OR WALL OF WIDTH SIZE OLE VERTIZE IC �H)OLE ALTERNATE FOR OBLONG BORED HOLES NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND MUST BE REPAIRED USING 16 GA(MIN) METAL „ + 01\ STUD FACE 2x4 LAID FLAT U S B, S52o MAY NOT BE CUT OR CALLED OUT ON PLANS TIE THAT IS AT LEAST 1-1/2"WIDE(SECTION 2 x 4 1 3/4 D 1/2 AT LVL S 1&2 STUD FACE 5/8" MAX SIMPSON S D T AI EQUAL, TOENAIL TO TRUSSES 5/8" MIN INSTALL SLOT NAIL AT THE 71/2" MAX 2308.9.8 IBC) IF WALL IS A SHEAR WALL IT 2 x 6 2 3/4" D + 1"AT LVL 3 TOP OF SLOT. NAIL SHOULD MUST BE REPAIRED USING HARDY FRAME 2 x 8 3 5/8" D + 1-1/4"AT LVL 4 BORED HOLES DIA BORED HOLES DIA D + 1-1/2"AT LVL 5 NOT BE DRIVEN NON STRUCTURAL SADDLE (HFS). 40% OF STUD WIDTH, 60% OF STUD WIDTH COMPLETELY FLUSH PARALLEL TO WALL, REF ARCH 60% OF STUD WIDTH MAX AGAINST CONNECTOR IF DOUBLE STUD TRUSS/JOISTS �d1LJACK STUDS ABOVE HEADER d w NOTCH 25% OF STUD NOTCH 40%OF STUD Q WALL STUD WIDTH MAX WIDTH MAX = PER PLAN o O O a�° 2x TOP PLATE CUTTING, NOTCHING, AND BORED TRAVOIS DESIGN & 3 HOLES IN STUDS AND PLATES CONSTRUCTION SERVICES, LLC SIMPSON DTC OR EQUAL, TRUSS/JOISTS, U U I EXTERIOR OR NON-BEARING 1/2" MAX NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND BEARING WALL PARTITION INSTALL SLOT NAIL AT THE REF PLAN WOOD HEADER S52o MAY NOT BE CUT OR CALLED OUT ON PLANS 310 W. 19TH TERRACE TOP OF SLOT. NAIL SHOULD PER PLAN NOT BE DRIVEN COMPLETELY NON STRUCTURAL KANSAS CITY, MO 64108 FLUSH AGAINST CONNECTOR WALL, REF ARCH OL B.O. HEADER PERPENDICULAR •I 8 P 816.994.8970 TO TRUSS/JOISTS REF ARCH S520 SIMPSON STRAP BOTH SIDES I° 2x BOTTOM PLATE F 816.994.8974 NOTES: OF HEADER CENTERED ON 1. FOR CLARITY, TRUSSES ARE SHOWN IN THIS DETAIL. HOWEVER, DETAIL APPLIES JACK STUDS AND CENTERED TO ALL FLOOR/ROOF FRAMING TYPES. ON HEADER 2. CEILING FINISH SHALL NOT BE ATTACHED TO ROOF TRUSS WITHIN 12" OF WALL. KING d2 d1 JACK STUDS STUDS BELOW HEADER _J 9 11 ARCHITECTURAL WALL CONNECTION s52o GE C 10 �Q-�°F waSti�o� s520 3/4" = 1'-O" SCHEDULE - WOOD JAMB s�° Go cy #OF STUDS 7 FASTEN BEAM TO TOP PLATE OPENING WIDTH d1 d2 STRAP TYPE °� 51347 O'° �FGER� WITH SIMPSON H2.5, LINO UP TO 3'-4" 2 2 SIMPSON CS18 WITH 10d NAILS IST DBL 2x TOP PLATE 3'-5"TO 6'-0" 2 2 SIMPSON CS14 WITH 1od NAILS I �sS�ONAL E WOOD BEAM, REF PLAN 6'-1"TO 10'-0" 2 3 SIMPSON CMSTC16 WITH 16d NAILS &520 5 6 5 WALL STUDS, REF PLAN S520 S520 S520 RUN STUD ALONG END OF BEAM 6 TYPICAL JAMB DETAIL REVISION DATE FASTEN BEAM TO WOOD TO TOP PLATE, FASTEN TO BEAM S520 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND COLUMN WITH SIMPSON WITH (8) 10d NAILS EACH SIDE OF MAY NOT BE CUT OR CALLED OUT ON PLANS H2.5 EACH SIDE, UNO HEADER, UNO !4 50%SET 8/14/2020 REF BUILT-UP STUD IN WALL BUILT-UP COLUMN 25%SET 6/19/2020 COLUMN DETAIL FOR OR POST BENEATH BEAM, 4 75%SET 9/10/2020 LAMINATION INFORMATION REF PLAN S520 _ _ _ _ _ _ _ _ _ - - - _ _ _ _ 100%PERMIT SET 1-2/15/2020 FLUSH WOOD BEAM AT WOOD STUD 7 PERMIT SET-ADDENDUM 5/21/2021 WAL L Y 4 S520 PERMIT SET-ADDENDUM 6/24/2021 S52o NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND S520 MAY NOT BE CUT OR CALLED OUT ON PLANS BLOCKING AS -v WOOD BEAM OR REQUIRED, REF PLAN TRUSS, REF PLAN JAV WOOD BEAM OR 2x PLATE TOP& BOT UNO 2x PLATE TOP &BOT UNO TRUSS, REF PLAN FASTEN PLATE TO EACH FASTEN PLATE TO EACH = RUN STUD ALONG SIDE OF BEAM VERT MEMBER WITH 10d VERT MEMBER WITH 1Od = AND NAIL WITH MIN (4) 16d NAILS NAILS AT 16" OC UNO NAILS AT 16"OC LINO TO WOOD BEAM, REF TRUSS HEADER VERT HEADER VERT MEMBERS, _ MANUFACTURER FOR 1101zMEMBERS, REF PLAN REF PLAN FASTENING OF WOOD TRUSS SHEET � 2x PACKOUT AT EACH END PLYWOOD PACKOUT A\ t t I RUN STUD ALONG SIDE OF BEAM IN WALL BUILT-UP COLUMN In AND 4'-0"OC MAX BETWEEN VERT MEMBERS AND NAIL WITH MIN (4) 16d NAILS OR POST BENEATH BEAM THROUGHOUT HEADER SPAN REF MULTIPLE PLY BEAM TO WOOD BEAM, REF TRUSSOR TRUSS, REF PLAN NAILING SCHEDULE MANUFACTURER FOR FASTENING REF BUILT-UP STUD COLUMN FASTEN VERT MEMBERS IL • • ' • OF WOOD TRUSS DETAIL FOR LAMINATION PACKOUT WITH (3) 10d NAILS ENGINEERS,INC. SIDE VIEW INFORMATION HEADERS WITH GREATER THAN 1" HEADERS WITH 1"AND LESS GAP Hill 11111 1625 Locust St S520 TYPICAL BEAM OR TRUSS AT STUD GAP BETWEEN VERT MEMBERS BETWEEN VERT MEMBERS Kansas City, MO 64108 816.421.3222 9 WALL 5 TYPICAL WOOD HEADER DETAIL 2 TYPICAL WOOD FRAMED WALL www.apex-engineers.com YPICAL WOOD DETAILS S52O NO SCALE DETAILTHIS TYPICAL THE PROJECTAND S520 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND MAY NOT BE CUT OR C OUT ON PLANS MAY NOT BE CUT OR CALLED OUT ON PLANS S 520 MAY NOT BE CUT OR CALLED OUT ON PLANS �QFDR CODS c,%o 1IV Y O { � M OR,� `o� PANEL FIELD EDGE FASTENING, REF PLAN SCHEDULE - TYPICAL BUILT-UP WOOD BEAM M TRAVOIS �roFrEun��5e� SHEATHING, REF PLAN PLYS TOP LOADING SIDE LOADING ARROW INDICATES PANEL LOAD ARCHITECTURE,PC DIRECTION/ORIENTATION PANEL EDGE FASTENING, REF PLAN N N 2-PLY i (3) ROWS OF 16d x 3" ADDITIONAL LOAD IF LOAD LOAD i NAILS AT 6" OC (ALT APPLICABLE SIDES) ADDITIONAL(3) ROWS OF (3) ROWS OF 16d x 3" N 16d x 3" NAILS AT 6" OC IF N NAILS AT 6" OC ON i LOADED ON BOTH FACES LOADED FACE LOAD (4) ROWS OF 16d x 3" NAILS AT 6" OC ON LOADED FACE N iv OUTSIDE PLY \�G 3-PLY LOAD LOAD O 3 ROWS OF 16d x 3 1/2" ADDITIONAL LOAD IF NAILS AT 6" OC (EA SIDES) APPLICABLE �I (4) ROWS OF 16d x 3" ADDITIONAL (4) ROWS OF • c� 16d NAILS AT 6" OC IF iv NAILS AT 9" OC ON LOADED ON BOTH FACES MIDDLE PLY PREMANUFACTURED TRUSS BY LOAD OTHERS, REF PLAN W N BLOCKING AS REQUIRED REF PLAN; N W HIGHLIGHTED GRAY FOR CLARITY 4-PLY LOAD LOAD (2) ROWS OF 1/2" DIAA307 ADDITIONAL LOAD IF �l 1 THRU BOLTS AT 12" OC APPLICABLE STAGGERED (3) 1/2" DIA A307 THRU Q NOTES: J ffl BOLTS AT 9" OC. ALL r n 1. NAILS TO BE COMMON NAILS OR GALVANIZED (HOT-DIPPED OR TUMBLED) BOX NAILS. SINKER NAILS, COOLER NAILS, ETC N N ROWS STAGGERED \! / SHALL NOT BE USED. NOTES: 2. NAILS SHALL HAVE FULL HEADS, CLIPPED NAILS ARE NOT ALLOWED. 1. NAILING SHOWN APPLIES UNLESS SPECIFICALLY NOTED IN DETAILS. 3. PANELS SHALL NOT BE LESS THAN 4'-0"x8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING, WHERE MINIMUM PANEL 2. SPACE NAILS EVENLY THROUGHOUT DEPTH OF BEAM. ^ DIMENSIONS SHALL BE 24" UNLESS SUPPORTED BY AND FASTENED TO FRAMING MEMBERS. v J 70 4. ALL NAILS SHALL BE DRIVEN SUCH THAT THE HEAD IS FLUSH WITH FACE OF SHEATHING. DO NOT OVERDRIVE NAILS. 5. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM EDGE OF PANELS. 6. THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS AND BLOCKING SHALL BE 2" NOMINAL OR GREATER AT ADJOINING 3 TYPICAL BUILT UP WOOD BEAM PANEL EDGES EXCEPT THAT A 3" NOMINAL OR GREATER WIDTH AT ADJOINING PANEL EDGES AND STAGGERED NAILING AT co ALL PANEL EDGES WHERE EDGE NAIL SPACING OF 2-1/2" OC OR LESS IS SPECIFIED, OR 10d COMMON NAILS HAVING S521 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND PENETRATION INTO FRAMING MEMBERS AND BLOCKING OF MORE THAN 1-1/2" IS SPECIFIED AT 3" OC OR LESS EDGE NAILING. MAYNOTBE CUTOR CALLED OUTONPLANS V' 00 TYPICAL WOOD TRUSS WOOD 0 � - N 6 DIAPHRAGM Qz S521 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND MAY NOT BE CUT OR CALLED OUT ON PLANS E < PANEL FIELD EDGE FASTENING, REF PLAN SHEATHING, REF PLAN WALL FRAMING, REF PLAN ARROW INDICATES PANEL HOLD DOWN POST, DIRECTION/ORIENTATION REF SCHEDULE HOLD DOWN BRACKET PANEL EDGE FASTENING, REF PLAN [T&B]AND ANCHOR ROD, REF SCHEDULE 2x SOLE PLATE, REF i SCHEDULE FOR CONNECTION TO FLOOR BLOCKING /RIM JOIST SOLID 2x BLOCKING AT TRAVOIS DESIGN & HOLD-DOWN POST, TYP FLOOR BLOCKING/ RIM CONSTRUCTION SERVICES, LLC JOIST, FLOOR JOISTS NOT 310 W. 19TH TERRACE LPG\�G, SHOWN FOR CLARITY KANSAS CITY, MO 64108 SQ DBL 2x TOP PLATE P 816.994.8970 REF MANUFACTURER'S SPEC FOR HOLD DOWN F 816.994.8974 BRACKET CONNECTION TO HOLD DOWN POST JOIST OR RAFTER FRAMING, REF PLAN SOLID BLOCKING AS REQUIRED, REF D.C,p� PLAN; HIGHLIGHTED GRAY FOR CLARITY �Q-�G F-WASH/ O� TYPICAL WOOD FRAMING FLOOR TO P Z NOTES: 2 FLOOR TIE 1. NAILS TO BE COMMON NAILS OR GALVANIZED (HOT-DIPPED OR TUMBLED) BOX NAILS. SINKER NAILS, COOLER NAILS, ETC .0 7 � SHALL NOT BE USED. THIS DETAIL IS TYPICAL TO THE PROJECTAND 51347�� 2. NAILS SHALL HAVE FULL HEADS, CLIPPED NAILS ARE NOT ALLOWED. S521 NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS �S FGI 3. PANELS SHALL NOT BE LESS THAN 4'-0"x8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING, WHERE MINIMUM PANEL ONAL DIMENSIONS SHALL BE 24" UNLESS SUPPORTED BY AND FASTENED TO FRAMING MEMBERS. 4. ALL NAILS SHALL BE DRIVEN SUCH THAT THE HEAD IS FLUSH WITH FACE OF SHEATHING. DO NOT OVERDRIVE NAILS. 5. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM EDGE OF PANELS. 6. THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS AND BLOCKING SHALL BE 2" NOMINAL OR GREATER AT ADJOINING PANEL EDGES EXCEPT THAT A 3" NOMINAL OR GREATER WIDTH AT ADJOINING PANEL EDGES AND STAGGERED NAILING AT ALL PANEL EDGES WHERE EDGE NAIL SPACING OF 2-1/2" OC OR LESS IS SPECIFIED, OR 10d COMMON NAILS HAVING PENETRATION INTO FRAMING MEMBERS AND BLOCKING OF MORE THAN 1-1/2" IS SPECIFIED AT 3" OC OR LESS EDGE NAILING. FASTEN SHEATHING TO ROOF OR FLOOR SHEATHING, REF PLAN REVISION DATE BLOCKING PER EDGE NAILING REQUIREMENTS, REF PLAN PREMANUFACTURED WOOD TRUSS BY BLOCKING SHEAR PANEL OTHERS, REF PLAN. TRUSS MANUFACTURER 50%SET 8/14/2020 PENETRATIONS, REF ARCH SHALL PROVIDE VERTICAL WEB TO MATCH ° TYPICAL WOOD FRAMING WOOD LOCATION OF SHEAR PANEL, TYP 25/oSET 6/19/2020 75%SET 9/10/2020 5 DIAPHRAGM FASTEN BLOCKING SHEAR Z x PANEL PER EDGE NAILING 100%PERMITSET 12/15/2020 S521 NO SCALE THIS DETAIL IS TYPICAL THE PROJECTAND " " PERMIT SET-ADDENDUM 5/21/2021 " MAY NOT BE CUT OR CALLED OUT ON PLANS I I D I I REQUIREMENTS, REF " PLAN PERMIT SET-ADDENDUM 6/24/2021 " I 0 " I I BLOCKING SHEAR PANEL A.MIN I " I " SHEATHING SHALL MATCH ■ 1.5xD IN " I I SHEAR WALL BELOW, LINO ON "I 2xD I " I " PLAN FASTEN TRUSS BLOCKING " " I VERTICAL MEMBERS TO TRUSS INSIDE CORNER " I " WITH 16d NAILS MATCHING WALL SHEATHING, REF PLAN " SHEAR PANEL EDGE NAILING " — R — " REQUIREMENTS ATTACH WALL SHEATHING PER EDGE WOOD WALL TOP PLATE OR NAILING REQUIREMENTS, REF PLAN BEAM AS OCCURS, REF PLAN FASTEN TRUSS BLOCKING BOTTOM SHEET MEMBER TO TOP OF WOOD WALL TOP WALL FRAMING, REF PLAN PLATE OR BEAM WITH 16d NAILS EX MATCHING EDGE NAILING REQUIREMENTS, REF PLAN ENGINEERS,INC. S521 1 TRUSS BLOCKING SHEAR PANEL TYPICAL THREE STUD CORNER 1625 Locust StKansas City, M064108 S521 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND as City, MO 6 MAY NOT BE CUT OR CALLED OUT ON PLANS S521 MAY NOT BE CUT OR CALLED OUT ON PLANS Y P I CA L WOOD DETAILS www.apex-engineers.com �QFOR CODS c,%o 1IV Y O { � M `gCOR WALL FRAMING, REF PLAN `°� TRAVOI �M �roFrEun� WALL SHEATHING, REF PLAN ARCHITECTURE,PC 2x SOLE PLATE, REF PLAN FLOOR SHEATHING, REF PLAN 77 OIL JOIST BRG WOOD JOIST, REF PLAN REF ARCH SIMPSON LUS210 HANGER AT O EACH JOIST - 4 WOOD JOIST BEARING AT BEAM N S522 3/4" = 1'-0" LIJ N WALL FRAMING, REF PLAN, TYP z W W DIAPHRAGM EDGE NAILING, REF v ' PLAN FLOOR SHEATHING, REF PLAN JOISTS, REF PLAN177-�j 70 • v / V' 0 O CONTINUOUS DOUBLE TOP PLATE, TYP U WALL FRAMING, REF PLAN, TYP 7 3 IJOIST MID BEARING S522 3/4" = 1'-0" WALL FRAMING, REF PLAN WALL SHEATHING, REF PLAN FLOOR SHEATHING, REF PLAN TRAVOIS DESIGN & 2x SOLE PL ATTACHED WITH I-JOISTS, REF PLAN CONSTRUCTION SERVICES, LLC 16d NAILS AT 16" OC, uNO 310 W. 19TH TERRACE CONTINUOUS LSL RIM KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 OL TRUSS BRG REF ARCH SIMPSON CLIP, REF SHEAR BLOCKING AT FIRST (3) WALL DETAILS BAYS AT 4'-0" OC 2x CONT DBL TOP PL, REF SHEAR yGE D C� WALL DETAILS FOR ADDITIONAL INFO WAS&/ O� PROVIDE SOLID 2x WIDE BLOCKING AT EACH WALL STUD co a 7 WOOD TRUSSES PARALLEL TO ' o�p��SSF 51347��G���� LISTER � � 2 EXTERIOR WALL TONAL S522 1 3/4" = 1'-0" REVISION DATE WALL FRAMING, REF PLAN 50%SET 8/14/2020 WALL SHEATHING, REF PLAN FLOOR SHEATHING, 25%SET 6/19/2020 REF PLAN 75%SET 9/10/2020 2x SOLE PL ATTACHED WITH I-JOISTS, REF PLAN 100%PERMIT SET 12/15/2020 16d NAILS AT 16" OC, LINO PERMIT SET-ADDENDUMl 5/21/2021 CONTINUOUS LSL RIM PERMIT SET-ADDENDUM 6/24/2021 OIL TRUSS BRG REF ARCH SIMPSON CLIP, REF SHEAR WALL DETAILS PROVIDE SOLID 2x SQUASH BLOCKING AT EACH 2x CONT DBL TOP PL, REF SHEAR UNSUPPORTED WALL STUD WALL DETAILS FOR ADDITIONAL INFO TRUSS ATTACHMENT AT EACH TRUSS BEARING (COORDINATE SHEET WITH TRUSS MANU) WOOD TRUSS BEARING AT EXTERIOR 1 WALL ENGINEERS,INC. S522 S522 3/4" = 1'-0" 1625 Locust St Kansas City, MO 64108 816.421.3222 WOOD FRAMING www.apex-engineers.com DETAILS �QFOR CODS c,%o 1IV Y O { � M WOOD TRUSSES, REF PLAN w � T R A V O I �M �roFr�un��se� WOOD TRUSSES, REF PLAN 2x6 BLOCKING BETWEEN VERTICAL WEBS ARCHITECTURE,PC 2x8 LEDGER ATTACHED ROOF SHEATHING, REF PLAN TO GABLE TRUSS AT EACH VERTICAL WEB WITH (3) 16d NAILS ROOF SHEATHING, REF PLAN 2x6 AT 16" OC 2x BLOCKING (4) 16d NAILS, TYP 2x6 CONTINUOUS RIM O OIL TRUSS BRG H � ° TRUSS BRG REF ARCH ° ■ REF ARCH SIMPSON LS30 AT EACH SIDE OF BLOCKING� C6 N WOOD TRUSSES, REF PLAN SIMPSON LUS26 AT EACH JOIST SIMPSON H2.5A EACH JOIST I ' I ^ ' WOOD BEAM, REF PLAN BEAM, REF PLAN W ` v TRUSS CLIP (COORDINATE WITH CONT 2x DBL TOP PLATE 2x CONTINUOUS DBL TOP PLATE WALL CONSTRUCTION, REF PLAN W TRUSS MANU)AT EACH TRUSS W W BEARING - MIN SIMPSON H2.5A SIMPSON HUCQ412-SDS WOOD HEADER, REF PLAN � V' (UNO BY TRUSS SUPPLIER) CONCELED FLANGE HANGER STUD PACK, REF PLAN v' OPENING, REF ARCH EXTERIOR SHEATHING, REF PLAN N\7/\V/ \V/\V/ ■ Ll r 8 INTERIOR TRUSS BRG AT BEAM 9 EXTERIOR BEARING BEAM AT WALL 3 ROOF FRAMING AT BUMPOUT rn'� S523 3/4" = 1'-0" 2 S523 3/4" = 1'-0" S523 3/4" 1'-0" � v '= C: q:l- w (1) SIMPSON LS30 co ry (1) SIMPSON H2.5A HOLD-DOWN (m ROOF SHEATHING, REF PLAN O 0 (1) SIMPSON LS30 CONT 2x BAND, REF ARCH U 1 SIMPSON H2.5A HOLD-DOWN ■ ROOF SHEATHING, REF PLAN 7— ROOF SHEATHING, REF PLAN CONT 2x BAND, REF ARCH REF ARCH E < 2x4 LOOKOUT AT 24" OC, ATTACH ° 7 TO TRUSS WITH SIMPSON LS30 GABLE END TRUSS REF ARCH WOOD TRUSSES, REF PLAN 2x4 LOOKOUT AT 24" OC, ATTACH TO TRUSS WITH SIMPSON LS30 DBL 2x4 KICKER AT 4'-0" OC MAX, ATTACH TO BLOCKING WITH MIN GABLE END TRUSS o ° (4) 16d FACE NAILS AT EACH END OgL ROOF BRG ° WOOD TRUSSES, REF PLAN SIMPSON LTP4 CLIP AT DBL 2x4 KICKER AT 4'-0" OC MAX, REF ARCH PANEL SPLICE 48" OC TYP ATTACH TO BLOCKING WITH MIN 2x CONTINUOUS DBL TOP PLATE, OgL TRUSS BRG TRUSS BRG �° °° ° (4) 16d FACE NAILS AT EACH END REF S600 FOR CONNECTION OIL REF ARCH REF ARCH FIRSTx 2x O(2) BAYS [T&B] OC MAX GIRDER TRUSS, REF PLAN TRAVOIS DESIGN & TRUSS HANGER, PER TRUSS WOOD BEAM, REF PLAN EXTERIOR SHEATHING, REF PLAN CONSTRUCTION SERVICES, LLC MANUFACTURER 310 W. 19TH TERRACE WOOD TRUSSES, REF PLAN 2x BLOCKING AT 4'-0" OC MAX STUD WALL, REF PLAN KANSAS CITY, MO 64108 FIRST (2) BAYS [T&B] P 816.994.8970 F 816.994.8974 7 TRUSS BRG AT GIRDER TRUSS 5 ROOF TRUSS PARALLEL AT BEAM 2 SLOPED ROOF TRUSS PARALLEL S523 3/4" = 1'-0" S523 3/4" = 1'-0" S523 3/4" = 1'-0" yGE D.C� OF WASH/�c�� co y 7 CONT 2x BAND, REF ARCH �� 51347 R SOLID BLOCKING BETWEEN o��SS/ONA L EACH TRUSS CONT 2x BAND, REF ARCH ROOF SHEATHING, REF PLAN ROOF SHEATHING, REF PLAN SOLID BLOCKING BETWEEN EACH TRUSS WOOD TRUS ES, REF PLAN ROOF SHEATHING, REF PLAN REVISION DATE WOOD TRUSSES, REF PLAN 50%SEf 8/14/2020 25%SET 6/19/2020 75%SET 9/10/2020 100%PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 5/21/2021 OIL ROOF BRG PERMIT SET-ADDENDUM 6/24/2021 REF ARCH OL TRUSS BRG I MIN (1) SIMPSON H2.5A HOLD-DOWN REF ARCH REF ARCH ANCHOR AT EACH TRUSS, COORDINATE ROOF BRG WITH TRUSS MANUFACTURER WOOD TRUSSES, REF PLAN REF ARCH 2x CONTINUOUS DBL TOP PLATE, RE (2) 2x6 CONT TOP PLATE REF MIN (1) SIMPSON H2.5A HOLD-DOWN SHEAR WALL DETAILS FOR CONNEC TRUSS CLIP WITH COORDINATE SHEAR WALL SCHEDULE ( ANCHOR AT EACH TRUSS, COORDINATE ATTIC VENTILATION INFO, REF ARCH TRUSS MANU)AT EACH TRUSS WITH TRUSS MANUFACTURER BEARING - MIN SIMPSON H2.5A WALL SHEATHING, REF PLAN EXTERIOR SHEATHING, REF PLAN (UNO BY TRUSS SUPPLIER) ATTIC VENTILATION INFO, REF ARCH WOOD BEAM, REF PLAN WALL FRAMING, REF PLAN SHEET 6 INTERIOR TRUSS BRG 4 SLOPED ROOF TRUSS AT BEAM SLOPED ROOF TRUSS BEARING ENGINEERS,INC. S523 S523 3/4" = 1'-0" S523 3/4" = 1'-0" 1625 Locust St S523 3/4" = 1'-0" Kansas City, MO 64108 816.421.3222 WOOD FRAMING www.apex-engineers.com DETAILS FOR CODS Co Y O c BRACED WALL PANEL INFO: RACKET, ALTERNATE INSTALLATION LOCATION XXXXX WSP: WOOD STRUCTURAL PANEL. PANEL THICKNESS AND CHEDULE ROTATED 90 DEGREES ON SIDEWALL NAILING REQUIREMENTS IN GENERAL NOTES MEET BRACED IN LIEU OF BACK WALL (NOTE: OPTION WALL REQUIREMENTS. AT CORNER LOCATIONS ONLY) �i` A O T (�M O R � 1 ti 1 1J �roFr��n� - WOOD SCREWS INTO 2x VERTICAL XXXXX CS-WSP: CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL CHORD, REF MANU SPECS FOR GB: GYP BOARD. 1/2" GYP BOARD EACH SIDE OF WALL. NAILS OR ARCHITECTURE,PC SIZE AND#OF FASTENERS SCREWS PER GENERAL NOTES MAY BE USED. MAX FASTENER X SPACING = 7" FOR BOTH EDGE AND FIELD FASTENERS. ANCHOR ROD, SX.X PFH, PFG, OR CS-PF, REF PLAN REF SCHEDULE E.C.#: END CONDITION FOR CONTINUOUSLY SHEATH WALL 7 TYPICAL HOLDDOWN ANCHOR PLAN CONT. SHEATHED BRACED WALL END CONDITIONS PANEL S524 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANS END CONDITION 1 END CONDITION 2 2 HATCHING DESIGNATED O EXTENTS OF BRACED � 00 MAX 10'-0" CONT. SHEATHED CONT. SHEATHED WALL PANEL o p TO LAST SILL PLATE BRACED WALL LINE BRACED WALL LINE _ HOLDDOWN BRACKET, START OF Q < PANEL O REF SCHEDULE BRACED WALL E.C. # g BRACED WALL END OF BRACED WOOD SCREWS INTO 2x LINE-LABEL BWL X LINE WALL LINE VERTICAL CHORD, REF J�CONT _ 3 MANU SPECS FOR SIZE AND / // 0 NUMBER OF FASTENERS AS REQUIRED, BRACED WALL PATH OF BRACED ^I T.O. SLAB LINE MAY BE LABELED AS WALL LINE (MAY m S524 ` v CONTINUOUSLY SHEATHED NOT BE SHOWN ON MAX 10'-0" !� w MAX 20 0 ^ ' ANCHOR ROD, REF REF PLAN ` v SCHEDULE (CONT)OR AS AN PLAN FOR CLARITY) TO FIRST O BETWEEN CONDITION, LABELED T.O.F. ENGINEERED WALL LINE PANEL Q Q PANELS AS REQUIRED FOR z EMBEDMENT DEPTH HOLD- (ENG) < a CONTINUOUSLY REF PLAN RETURN REF FOR INTERIOR V' PER SCHEUULE BRACED WALL PANEL AT DOWN BRACED WALL PANEL AT 1 SHEATHED BRACED V' PANEL END OF BRACED WALL LINE DEVICE END OF BRACED WALL LINE S524 BRACED WALL DETAIL WALL LINES OPTIONS END CONDITION 3 END CONDITION 4 6 TYPICAL WOOD HOLDDOWN ANCHOR S524 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND CONT. SHEATHED CONT. SHEATHED 2 BRACED WALL LINE TAG MAY NOT BE CUT OR CALLED OUT ON PLANS BRACED WALL LINE BRACED WALL LINE THIS DETAIL IS TYPICAL TO THE PROJECT AND CONTINUOUS RIM S524 NO SCALE .. OR END JOIST FULL HEIGHT BLOCKING MAY NOT BE CUT OR CALLED OUT ON PLANS70 CONTINUOUS ALONG PERPENDICULAR LENGTH OF BRACED WALL X(SEE CHART) -adX(DBL VALUE FROM CHART) w FRAMING PANEL D* 0 O RETURN (2)8d NAILS AT (2) 8d NAILS AT EACH V 8d AT 6" OC ALONG 48" MINIMUM BRACED WALL PANEL FIRST EACH INTERMEDIATE STUD 10'-0" MAX. Q 8d AT 6" OC ALONG BRACED WALL PANEL AT END OF BRACED WALL BRACED INTERMEDIATE BRACED WALL PANEL PANEL LINE WALL PANEL STUDS \S \V/ END CONDITION 5 REQUIREMENTS BRACED WALL PANEL SCHEDULE z BRACED WALL PANEL BRACED WALL PANEL CONT. SHEATHED RETURN PANEL: U) cn cn CO _0L_ 24" FOR BRACED WALL LINE SHEATHED WITH w ❑ w ❑ ❑ ❑ WALL HEIGHT MIN WALL LENGTH MAX WALL LENGTH BRACED WALL LINE z ❑ w z z z WOOD STRUCTURAL PANELS. � w ❑ OPTION � w w w 8'-0" 4C ��" AV— 10'-0" MAX 32" FOR BRACED WALL LINES SHEATHED WITH > w U > w w w (3) 16d AT 16" OC ALONG (3) 16d AT 16" OC ALONG > _ > I I J 9'-0" 5'-2" 9'-0" BRACED WALL PANEL BRACED WALL PANEL STRUCTURAL FIBERBOARD m ❑ m m m 10'-01, 5'-7" 10'- 16 0" DISTANCE D: GA STL O w O O O 11'-0" NP 24" FOR BRACED WALL LINES SHEATHED WITH STRAP ❑ w ❑ ❑ ❑ _ PERPENDICULAR FRAMING WOOD STRUCTURAL PANELS. m 12'-0" NP 32" FOR BRACED WALL LINES SHEATHED WITH SIMPSON/USP NOTE: BRACED WALL PANEL LENGTHS BASED ON WALL HEIGHT STRUCTURAL FIBERBOARD. TYPE WB (OR o HOLD-DOWN DEVICE: EQUAL) 800 LBS CAPACITY FASTENED TO THE EDGE OF THE BRACED WALL PANEL CLOSEST TO THE CORNER AND TO THE FOUNDATION OR FLOOR CONTINUOUS RIM FULL HEIGHT BLOCKING FRAMING BELOW OR END JOIST CONTINUOUS ALONG HOLD-DOWN FIRST BRACED LENGTH OF BRACED WALL DEVICE - WALL PANEL (2) 16d NAILS AT EACH (2) 16d NAILS AT EACH PANEL PLATE FACE NAILED LIB PLATE FACE NAILED TRAVOIS DESIGN & BRACED WALL PANEL CONNECTION (COMPLIANCE WITH IRC R602.10.7) CONSTRUCTION L WHEN PERPENDICULAR TO CONTINUOUS SHEATHED BRACED WALL 310 W. 19TH TERRACE 51 FLOOR/CEILING FRAMING 31 END CONDITIONS TABLE R602.10.5 PARTIAL KANSAS CITY, MO 64108 S524 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND THIS DETAIL IS TYPICAL TO THE PROJECT AND P 816.994.8970 MAY NOT BE CUT OR CALLED OUT ON PLANS S524 NO SCALE MAY NOT BE CUT OR CALLED OUT ON PLANS MINIMUM LENGTH OF BRACED WALL PANELS F 816.994.8974 MIN LENGTH INCHES METHOD WALL HEIGHT MIN. 4'-0"-GYP BOARD BOTH SIDES 8 FEET 9 FEET 10 FEET 11 FEET 12 FEET = SUPPORTING ROOF ONLY 16 16 16 18 20 AV ADDITIONAL FRAMING FULL HEIGHT BLOCKING -��_� 0-1 ONE STORYAND ROOF 1 24 24 24 27 29 _____ CONTINUOUS RIM MEMBER DIRECTLY ABOVE AT 16" OC ALONG TI----- ----� PFG 24 27 30 33 36 GE D. OR END JOIST BRACED WALL PANEL BRACED WALL PANEL ��y pF WA Sy/ O� TABLE R602.10.6.4 P� I II Go Z TENSION CAPACITY STRAP TABLE MIN WALL MAX PONY MAX TENSION STRAP 7 1/2" GYPSUM MAX TOTAL o I I I I I BOARD WITH STUD FRAMING WALL WALL HEIGHT OPENING CAPCITY REQ �0 � 51347 #6- 1 D 1 TYPE NOMINAL SIZE HEIGHT (FEET) WIDTH LBS FGISTER # 1 'IS" AND GRADE FEET FEET 90 MPH, EXP B TONAL E 8d AT 6' OC ALONG 8d AT 6" OC ALONG 0 10 18 1,000 8d AT 6" OC ALONG BRACED WALL PANEL BRACED WALL PANEL SCREWS AT 7" BRACED WALL II II II OC cn ,PANEL w 1 10 16 1,000 BRACED WALL PANEL BRACED WALL PANEL BRACED WALL 0-1 1,200 PANEL > 9; II ; II li i 9 1,000 2x4#2 2 10 16 2,025 BRACED WALL METHODOLOGY REVISION DATE II i II II i GRADE 18 2,400 CONTINUOUS EXTERIOR SHEATHING (CS-WSP) PER WSP METHOD (BELOW) (3) 16d AT 16"OC ALONG (3) 16d AT 16" OC (3) 16d AT EACH UNLESS OTHERWISE NOTED ON THE PLAN 9 1,200 � II � II I i 2 12 16 3,200 50%SET 8/14/2020 BRACED WALL PANEL ALONG BLOCKING MEMBER XXXX EXTERIOR BRACED WALLS: 18 3,850 ° BRACED WALL PANEL I I I I I I 25/o SET 6/19/2020 WSP METHOD: 9 2,350 0 WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8"WITH MINIMUM SPAN RATING OF 4 12 16 DR 75/o SET 9/10/2020 24/0 FOR 16" OC STUD SPACING WITH 6d COMMON NAILS AT 6" OC EDGES AND 12" OC FIELD OR SHEATHING 9 1,000 100%PERMIT SET 12/15/2020 (2) 16d NAILS THICKNESS NOT LESS THAN 7/16"WITH MINIMUM SPAN RATING OF 24/16 FOR 24" OC SPACING WITH 8d COMMON 2 12 16 2,025 PERMIT SET-ADDENDUM 5/21/2021 EACH SIDE NAILS AT 6" OC EDGES AND 12"OC IN FIELD. (NOTE: FRAMING MEMBERS 16" OC MAX,UNBLOCKED,AND WITH SHEATHING APPLIED DIRECTLY TO FRAMING -- 2x6 STUD 18 2,450 PERMIT SET-ADDENDUM L2 6/24/2021 MEMBERS) GRADE 9 1,500 CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT G'B 4 12 16 3,150 OR BAND JOIST MEMBER DIRECTLY BLOCKING AT 16" OC INTERIOR BRACED WALLS: 1 18 3,675 BELOW BRACED WALL ALONG BRACED WALL GB METHOD: PANEL PANEL 1/2" MIN GYPSUM BOARD OVER STUDS SPACED 24" MAX FASTENED WITH#6- 1 1/4"TYPE 'W' OR IS, DRYWALL SCREWS AT 7"OC EDGES AND FIELD ( MIN. 4'-0" SECTION FOR BOTH SIDES.) BRACED WALL PANEL-IRC METHODS LIB BRACED WALL PANEL CONNECTION OR 1 AND GB LIB METHOD: WHEN PARALLEL TO FLOOR/CEILING 1x4 WOOD FASTENED WITH (3)8d COMMON NAILS OR SIMPSON/USP 16 GA TYPE WB (OR EQUAL)STL X-BRACE(S) S524 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECTAND 4 FRAMING AT 45°TO 60°ANGLES, MAXIMUM 16" OC STUD FASTENED PER MANUFACTURER'S SPECIFICATIONS. MAY NOT BE CUT OR CALLED OUT ON PLANS S5241 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANS SHEET ENGINEERS,INC. S52 1625 Locust St Kansas City, MO 64108 816.421.3222 TYP BRACED WALL www.apex-engineers.com D ETAI LS �o4oR CODE C��A ELECTRICAL SYMBOL LEGEND Gl'v Y O� �9� SOME SYMBOLS AND ABBREVIATIONS ON THIS LEGEND MAY NOT BE USED `� re CIRCUITING POWER DEVICES System No. W-L-1 September 3, 2004 HOME RUN (2112 1112G UNO) ICE DUPLEX RECEPTACLE. F Ratings - 1 & 2 Hr (See Item 1 N��✓� 4C0g�w`�� INDICATES 2 PHASE, 1 N, & 1 GRD CONDUCTOR LINE THRU DEVICE INDICATES ABOVE COUNTER T Rating - 0 Hr M ro FELn�� HOME RUN: INDICATES SHARED CIRCUIT ICE TRAVOIS SPECIAL DUPLEX RECEPTACLE HOME RUN: INDICATES #10 CONDUCTORS ENTIRELY GFI (GFCI, ISOLATED GROUND, ETC.) ARCHITECTURE, PC QUADPLEX RECEPTACLE UTILITIES e5-50R SIMPLEX RECEPTACLE W/NEMA CONFIG AS NOTED A 1A ---- UGE --- UNDERGROUND ELECTRICAL 3& MULTI-POLE RECEPTACLE W/NEMA CONFIG AS NOTED OHE OVERHEAD ELECTRICAL 5-50R 3 TELE TELECOMMUNICATIONS CONDUIT �M CEILING MOUNTED RECEPTACLE ---- UGT --- UNDERGROUND TELECOMMUNICATIONS CONDUIT TELEPHONE/DATA LIGHTING Q TELEPHONE OUTLET (SINGLE-GANG BOX WITH (1) %1 0 FLUORESCENT LIGHT FIXTURE 3/4" CONDUIT TO ABOVE ACCESSIBLE CEILING) o FLUORESCENT STRIP FIXTURE LINE THRU DEVICE INDICATES ABOVE COUNTER O 0 SURFACE/RECESSED LIGHT FIXTURE 2 I ❑ Q WALL-MOUNTED LIGHT FIXTURE AUDIO/VISUAL ❑-❑ ❑-O POLE-MOUNTED LIGHT FIXTURE O TELEVISION OUTLET (SINGLE GANG BOX WITH (1) �O (9 EXIT LIGHT 3/4" CONDUIT TO ABOVE ACCESSIBLE CEILING) 4Ljll BATTERY-OPERATED EMERGENCY LIGHT (WALL MTD) FIRE ALARM N=111 BATTERY-OPERATED EMERGENCY LIGHT (CEILING MTD) O `& WALL-MOUNTED COMBINATION EXIT LIGHT/ O CEILING SMOKE DETECTOR 1 BATTERY-OPERATED EMERGENCY LIGHT OD 3 2 SINGLE / MULTI-STATION 120V SMOKE ALARM LIGHT SWITCH - SINGLE POLE 120V W (� A $3 LIGHT SWITCH - 3-WAY $4 LIGHT SWITCH - 4-WAY $K LIGHT SWITCH - KEY 1 B $D LIGHT SWITCH - DIMMER $PL LIGHT SWITCH - PILOT LIGHT $2P LIGHT SWITCH - 2 POLE $D LIGHT SWITCH - 3-WAY DIMMER w 3 $M WALL-MOUNTED MOTION SWITCH SECTION A-A 0 WALL-MOUNTED 3-WAY MOTION SWITCH 1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES `r ' O WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: O A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 IN. BY 4 IN. (51 MM BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL U EQUIPMENT STUDS TO BE MIN 3-112 IN. (89 MM) WIDE AND SPACED MAX 24 IN. (610 MM) OC. WHEN STEEL STUDS ARE USED AND THE DIAM OF OPENING EXCEEDS THE WIDTH OF STUD CAVITY, THE OPENING SHALL BE FRAMED ON ALL SIDES USING LENGTHS OF STEEL STUD INSTALLED BETWEEN THE VERTICAL STUDS AND SCREW-ATTACHED TO THE STEEL STUDS AT EACH END. THE FRAMED OPENING IN THE WALL SHALL BE 4 IN. A , ❑' DISCONNECT SWITCH. RE.• PLANS FOR INFORMATION. TO 6 IN. (102 TO 152 MM) WIDER AND 4 IN. TO 6 IN. (102 TO 152 MM) HIGHER THAN THE DIAM OF THE PENETRATING ITEM SUCH THAT, WHEN THE PENETRATING ITEM IS CENTERED IN THE OPENING, A 2 W. TO `V ® TOGGLE-TYPE DISCONNECT. FURNISH WITH THERMAL 3 IN. (51 MM TO 76 MM) CLEARANCE IS PRESENT BETWEEN THE PENETRATING ITEM AND THE FRAMING IN ALL FOUR SIDES. MOTOR PROTECTION WHERE SERVING FANS/PUMPS. B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM) FOR STEEL STUD WALLS. MAX DIAM OF OPENING IS 14-112 IN. (368 MM) FOR WOOD STUD WALLS. SURFACE PANELBOARD THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. RECESSED PANELBOARD 2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO MAX 2 IN. (0 MM TO 51 MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. MECHANICAL AND PLUMBING SYMBOL LEGEND B. IRON PIPE - NOM 24 W. (610 MM) DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN (305 MM) DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE SOME SYMBOLS AND ABBREVIATIONS ON THIS LEGEND MAY NOT BE USED PIPE. C. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING GENERAL PLUMBING PIPING PIPING SYMBOLS D. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING -6 THERMOSTAT DOMESTIC COLD WATER SHUTOFF VALVE E. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. DOMESTIC HOT WATER ��I SHUTOFF VALVE IN RISER -9 TEMPERATURE SENSOR RECIRCULATING DOMESTIC HOT WATER BALANCING VALVE 3. FILL, VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 518 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 112 IN. (13 MM) DIAM BEAD �Q HUMIDISTAT OF CAULK APPLIED TO THE PENETRANT/WALLBOARD INTERFACE AT THE POINT CONTACT LOCATION ON BOTH SIDES OF WALL. SAN WASTE ABOVE GRADE OR FLOOR PLUG VALVE 3M COMPANY - CP 25WB+ CAULK OR F9-3000 WT SEALANT. CONTROL WIRING -SAN - - WASTE BELOW GRADE OR FLOORS AUTO FLOW CONTROL VALVE GENERAL SYMBOLS *BEARING THE UL CLASSIFICATION MARK V PLUMBING VENT �O PIPING ELBOW UP Q TRAVOIS DESIGN INDICATES CONNECT TO EXISTING W WATER SERVICE ID PIPING ELBOW DOWN INDICATES ELEVATION G GAS (NATURAL) V PIPING TEE 310 W. 19TH TERRACE PD FROM SUMP PUMP DISCHARGE __l_+ PIPING ELBOW KANSAS CITY, MO 64108 PLUMBING FIXTURES/EQUIPMENT CA COMPRESSED AIR K>­ PIPING TEE UP T1 F PIPING TEE DOWN GEN. MECHANICAL NOTES COORDINATION NOTES GENERAL NOTES 816.994.897 ��HB HOSE BIBB LP PROPANE F 4 816.994.8974 E WH WALL HYDRANT SCW SOFT DOMESTIC COLD WATER INCREASER / REDUCER 1. COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 1. COORDINATE REQUIREMENTS FOR INSTALLATION OF SYSTEMS AND 1. SOME ROOM NAMES MAY NOT BE SHOWN FOR PURPOSE OF O CLEAN OUT SHW SOFT DOMESTIC HOT WATER �� UNION LATEST ADOPTED VERISION OF THE INTERNATIONAL MECHANICAL EQUIPMENT WITH ALL OTHER TRADES. CLARIFYING PLAN. REFER TO ARCHITECTURAL PLANS FOR 7 CAP CODE, LOCAL AND STATE CODES, AND REQUIREMENTS OF THE AHJ. 2. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF REFERENCE TO ROOM NAMES NOT SHOWN. ® REDUCED PRESSURE BACKFLOW PREVENTER SRW SOFT RECIRCULATING HOT WATER 2. ANY POWER FOR CONTROL SYSTEMS TO BE PROVIDED BY E/C IS ALL SYSTEMS, CONDUITS, PIPES, DUCTS, ETC WITH THE POSITION 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ® DOUBLE CHECK BACKFLOW PREVENTER INDICATED ON ELECTRICAL PLANS. ANY ADDITIONAL LINE VOLTAGE AND LAYOUT OF THE STRUCTURE. THE CONTRACTOR IS RESPONSIBLE AND KEEP AT THE JOB SITE, AN UP TO DATE SET OF "RECORD F FIRE PROTECTION PIPING OR LOW VOLTAGE POWER REQUIRED BY THE M/C OR FOR PROVIDING NECESSARY OFFSETS, TURNS, RISES AND DROPS DRAWINGS" SHOWING ALL CHANGES FROM THE ORIGINAL PLANS. PLUMBING FIXTURE AND CALLOUT SPRINKLER HEAD SUBCONTRACTORS TO HAVE A FULLY FUNCTIONING SYSTEM SHALL BE FOR SYSTEMS AND COMPONENTS AS NEEDED TO INSTALL THE MEP THE CONTRACTOR SHALL DELIVER THE 'RECORD DRAWINGS" TO WC-1 SS=1 PROVIDED BY THE M/C CONTRACTOR OR SUBS. SYSTEMS TO CLEAR STRUCTURE, CEILINGS, ETC AND OTHER SYSTEMS THE ENGINEER AT THE CONCLUSION OF THE PROJECT � SIDEWALL SPRINKLER HEAD FD: FLOOR DRAIN, AD: AREA DRAIN, IN POTENTIAL CONFLICT WITH ROUTING. ELECTRONICALLY. ® ® FD-1 FS: FLOOR SINK y FIRE PROTECTION SIAMESE CONNECTION 3. ALL EQUIPMENT SHALL BE ADEQUATELY AND PROPERLY SUPPORTED 1 P E. AND FASTENED FROM STRUCTURE. 3. COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS ABOVE 3. THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL �,�' of wAsgi --+0+-- POST INDICATOR VALVE 4. ALL EQUIPMENT AND ACCESSORIES INSTALLED IN CONCEALED SPACES CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS. VERIFY ALL CONDITIONS (NEW AND EXISTING), DIMENSIONS, AND REQUIRING ACCESS SHALL BE PROVIDED WITH ACCESS DOORS 4. CHECK SPACE REQUIREMENTS WITH OTHER TRADES AND CLEARANCES PRIOR TO THE COMMENCEMENT OF WORK AND CEILING THEY ARE STRUCTURE/CONSTRUCTION TO INSURE THAT ALL MATERIALS AND SHALL INCLUDE ALL COSTS, EQUIPMENT, MATERIAL, MEETING ANY FIRE REQUIREMENTS OF THE WALL/ EQUIPMENT CAN BE INSTALLED IN THE SPACE ALLOTTED INCLUDING ACCESSORIES, ETC. REQUIRED FOR A FULLY COMPLETE, ABBREVIATIONS FIRE SEALING NOTES INSTALLED. FINISHED SUSPENDED CEILINGS AND OTHER SPACES, CHASES, ETC FUNCTIONAL AND CODE COMPLIANT INSTALLATION. _ 5. EACH AIR HANDLING UNIT OVER 2000CFM SHALL BE PROVIDED WITH WITHIN THE BUILDING. MAKE MODIFICATIONS THERETO AS REQUIRED 4. FINAL LOCATIONS OF ALL DEVICES, LIGHT FIXTURES, EQUIPMENT 42722 A/E ARCHITECT / ENGINEER ELEV ELEVATION MLO MAIN LUGS ONLY 1. COORDINATE CONSTRUCTION OF OPENINGS AND PENETRATING ITEMS A SMOKE DETECTOR TO SHUT DOWN THE UNIT PER IMC 606 AS AND APPROVED. ETC SHALL BE INDICATED ON THE ARCHITECTURAL DRAWINGS. R�GISTIE C5� AFF ABOVE FINISHED FLOOR EM EMERGENCY FIXTURE DEVICE NFA NET FREE AREA TO ENSURE THAT THROUGH-PENETRATION FIRESTOP SYSTEMS ARE REQUIRED BY AHJ. COORDINATE WITH OTHER TRADES. �S l O / 5. TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK ALL DIMENSIONAL INFORMATION SHALL BE OBTAINED FROM NXt AFG ABOVE FINISHED GRADE EWT ENTERING WATER TEMPERATURE NL NIGHT LIGHT INSTALLED ACCORDING TO SPECIFIED AND APPLICABLE UL 6. START UP AND ADJUST ALL EQUIPMENT AND VERIFY ALL MECHANICAL TO BE PROVIDED UNDER THEIR RESPECTIVE SECTIONS IN AMPLE ARCHITECTURAL PLANS. NO DIMENSIONAL INFORMATION SHALL 15120 AG ABOVE GRADE EX EXISTING ITEM OA OUTSIDE AIR REQUIREMENTS. SYSTEMS IN OPERATE IN ACCORDANCE WITH THEIR INTENDED TIME FOR INSTALLATION. BE OBTAINED FROM MEP DRAWINGS. 12� AHJ AUTHORITY HAVING JURISDICTION FFA FROM FLOOR ABOVE ORD OVERFLOW ROOF DRAIN 2. COORDINATE SIZING OF SLEEVES, OPENINGS, CORE-DRILLED HOLES, PURPOSES. SUBMIT BALANCE AND START UP REPORTS TO THE A/E 6. WHEREVER WORK INTERCONNECTS WITH WORK OF OTHER TRADES, 5. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, AHU AIR HANDLING UNIT FFB FROM FLOOR BELOW P/C PLUMBING CONTRACTOR OR CUT OPENINGS TO ACCOMMODATE THROUGH-PENETRATION REFER TO SPECIFICATIONS FOR ANY ADDITIONAL REQUIREMENTS. COORDINATE WITH THOSE TRADES TO INSURE THAT ALL APPROVALS, LICENSES, ETC. AS NEEDED FOR THE COMPLETE ARCH ARCHITECT FFCO FINISHED FLOOR CLEAN OUT PSI POUNDS PER SQUARE INCH FIRESTOP SYSTEMS. SUBCONTRACTORS HAVE THE INFORMATION NECESSARY SO THAT INSTALLATION AND PROJECT. THE CONTRACTOR SHALL BFP BACKFLOW PREVENTER FGCO FLUSH GRADE CLEAN OUT PVC POLYVINYLCHLORIDE J. DO NOT COVER UP THROUGH-PENETRATION FIRESTOP SYSTEM THEY MAY GENERAL PLUMBING NOTES IDENTIFY AL EMS OF ACCESS PROPERLY INSTALL WORK THAT REQUIRE CONNECTIONS D 0 EQUIPMENT MENT NEEDED FOR THIS. THE OWNER FOR ALL FEES AND DATA REVISION DATE INSTALLATIONS UNTIL EXAMINED BY NSPECTOR, IF REQUIRED BY BG BELOW GRADE FL FLOW LINE RA RETURN AIR AUTHORITIES HAVING JURISDICTION. CEILING TRADE WILL KNOW WHERE TO INSTALL ACCESS DOORS AND BLDG BUILDING FLR FLOOR RE/REF REFER / REFERENCE 4. COMPATIBILITY: PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS 1. COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE PANELS. BMS BUILDING MANAGEMENT SYSTEM FP FIRE PROTECTION RF RELIEF FAN THAT ARE COMPATIBLE WITH ONE ANOTHER, WITH THE SUBSTRATES LATEST ADOPTED VERISION OF THE INTERNATIONAL PLUMBING CODE,LOCAL AND STATE CODES, AND REQUIREMENTS OF THE AHJ. 7. COORDINATE, PROJECT AND SCHEDULE WORK WITH OTHER TRADES IN 25%SET 6/19/2020 C CONDUIT FPM FEET PER MINUTE RL RELOCATED ITEM FORMING OPENINGS; AND WITH THE ITEMS, IF ANY, PENETRATING ACCORDANCE WITH THE CONSTRUCTION SEQUENCE. 50%SET 8/14/2020 CD CANDELA FWCO FLUSH WALL CLEAN OUT RPZ REDUCED PRESSURE ZONE THROUGH-PENETRATION FIRESTOP SYSTEMS, UNDER CONDITIONS OF 2. NO PIPING SHALL BE INSTALLED WHERE IT WILL SUBJECT TO 75%SET 9/10/2020 FREEZING TEMPERATURES. PIPING IN EXTERIOR WALLS SHALL BE 8. DRAWINGS SHOW THE GENERAL RUNS OF CONDUITS, PIPING AND CD COLD DECK G GROUND / GANG RR RESTROOM SERVICE AND APPLICATION, AS DEMONSTRATED BY DUCTWORK AND APPROXIMATE LOCATION OF OUTLETS. ANY 100% PERMIT SET 12/15/2020 THROUGH-PENETRATION FIRESTOP SYSTEM MANUFACTURER BASED ON INSTALLED ON THE WARM SIDE OF BUILDING INSULATION, INSULATED PERMIT SET-ADDENDU CLG COOLING G C GENERAL CONTRACTOR SA SUPPLY AIR SIGNIFICANT CHANGES IN LOCATION OF ITEMS NECESSARY IN ORDER 1 5/21/2021 / TESTING AND FIELD EXPERIENCE. AND THE CHASE SHALL BE VENTILATED WITH GRILLES ALLOWING TO MEET FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE CM COORDINATE MOUNTING HEIGHT GFCI GROUND FAULT CIRCUIT INTERUPTER SPD SURGE PROTECTIVE DEVICE INDOOR AMBIENT CONDITIONS TO CIRCULATE THROUGH THE CHASE. CO CLEAN OUT GPM GALLONS PER MINUTE ST SHUNT TRIP 5. PROVIDE COMPONENTS FOR EACH THROUGH-PENETRATION FIRESTOP ATTENTION OF THE ARCHITECT/ENGINEER AND RECEIVE HIS APPROVAL SYSTEM THAT ARE NEEDED TO INSTALL FILL MATERIALS. USE ONLY 3. PROVIDE CLEANOUTS IN THE FOLLOWING LOCATIONS: BEFORE SUCH ALTERATIONS ARE MADE. ALL SUCH MODIFICATIONS CTE CONNECT TO EXISTING HD HOT DECK TA TRANSFER AIR COMPONENTS SPECIFIED BY THROUGH-PENETRATION FIRESTOP 3.1. IN ALL HORIZONTAL DRAINS (WITHIN THE BUILDING) NOT MORE SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. DCVA DOUBLE CHECK VALVE ASSEMBLY HTG HEATING TFA TO FLOOR ABOVE SYSTEM MANUFACTURER AND APPROVED BY QUALIFIED TESTING AND THAN 100 FEET APART. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPAIR DCW DOMESTIC COLD WATER IG ISOLATED GROUND TFB TO FLOOR BELOW INSPECTING AGENCY FOR FIRESTOP SYSTEMS INDICATED. 3.2. IN BUILDING SEWERS LOCATED NO MORE THAN 100 FEET APART OF SURFACES, AREAS AND PROPERTY THAT MAY BE DAMAGED AS A DDC DIRECT DIGITAL CONTROLS JB JUNCTION BOX TP TAMPERPROOF 6. PROVIDE SLEEVES THROUGH ALL FIRE-RATED WALLS AND FILL VOIDS MEASURED FROM THE UPSTREAM ENTRANCE OF THE CLEANOUT. RESULT OF CONSTRUCTION ACTIVITIES. DF DRINKING FOUNTAIN LED LIGHT EMITTING DIODE TYP TYPICAL SURROUNDING SLEEVES AND INTERIOR TO SLEEVES AROUND PIPING 3.3. EACH CHANGE OF DIRECTION OF THE BUILDING DRAIN OR 10.ADJUST LOCATION OF PIPING, DUCTWORK, ETC. TO PREVENT DHW DOMESTIC HOT WATER LWT LEAVING WATER TEMPERATURE UNO UNLESS NOTED OTHERWISE WITH FIRE STOP PUTTY WITH U.L. LISTED 3 HOUR RATING INSTALLED HORIZONTAL WASTE OR SOIL LINES GREATER THAN 45 INTERFERENCES, BOTH ANTICIPATED AND ENCOUNTERED. DETERMINE DHWR DOMESTIC HOT WATER RETURN M/C MECHANICAL CONTRACTOR VRF VARIABLE REFRIGERANT FLOW AS PER MANUFACTURERS RECOMMENDATIONS. DEGREES.WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS THE EXACT ROUTE AND LOCATION OF EACH ITEM PRIOR TO DIA DIAMETER MA MIXED AIR VTR VENT THROUGH ROOF 7. FIRE SEAL ALL PIPING, CONDUIT, CABLE, ETC PENETRATIONS ROUTED IN A RUN OF PIPING, ONLY ONE CLEANOUT SHALL BE REQUIRED FABRICATION. MAKE OFFSETS, TRANSITIONS AND CHANGES IN DN DOWN MAU MAKE UP AIR UNIT WCO WALL CLEANOUT THROUGH FIRE RATED WALLS. FOR EACH 40 FEET OF DEVELOPED LENGTH OF THE DRAINAGE DIRECTION IN SYSTEMS AS REQUIRED TO MAINTAIN ADEQUATE SHEET E/C ELECTRICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER WG WIRE GUARD 8. PROVIDE FIRE RATED ENCLOSURES OR WRAPS ON LIGHT FIXTURES PIPING. CLEARANCES AND HEADROOM. EA EXHAUST AIR MECH MECHANICAL WP WEATHERPROOF AND OTHER ITEMS PENETRATING FIRE RATED CEILINGS, 3.4. AT THE BASE OF EACH WASTE OR SOIL STACK. 11.WHEREVER THE WORK IS OF SUFFICIENT COMPLEXITY, PREPARE EDF ELECTRIC DRINKING FOUNTAIN MH MANHOLE FLOOR/CEILING/ CEILING/ROOF ASSEMBLIES TO MAINTAIN UL LISTING 3.5. NEAR THE JUNCTION OF THE BUILDING DRAIN AND BUILDING ADDITIONAL COORDINATION DRAWINGS AND ORGANIZE ON-SITE FOR CONSTRUCTION. SEWER. MEETINGS WITH ALL RELATED SUBCONTRACOTRS TO COORDINATE THE WORK BETWEEN TRADES . DRAWINGS SHALL CLEARLY SHOW THE GENERAL ELECTRICAL NOTES WORK AND ITS RELATION TO THE WORK OF OTHER TRADES, AND BE SUBMITTED FOR REVIEW PRIOR TO COMMENCING SHOP FABRICATION ME- 101 1. COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE OR ERECTION IN THE FIELD. LATEST ADOPTED VERSION OF THE NATIONAL ELECTRICAL CODE, 12.COORDINATE WITH LOCAL UTILITY PROVIDERS FOR THEIR LOCAL AND2. COORDINATE SIATE LO LOCATIONS OF D RECEPTACLES,REQUIREMENTS OF THE SWITCHES,HJ.ETC. WITH NECESSARYS FOR PAYMENTS,ERVICE MATERIALS, CTIONS AND LABOR AND PEESTNNG TO ROVIDE ALL o COVER PAGE ARCHITECTURAL CASEWORK AND ELEVATIONS. ACCOMPLISH THE WORK. ' N 3. REFER TO MOUNTING HEIGHTS DETAIL FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 4. PROVIDE ALL EMPTY CONDUITS WITH PULL STRINGS AND BUSHED ENDS. PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 5. CONTRACTOR SHALL CONCEAL ALL CONDUIT, FITTINGS, AND DEVICES 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 FROM VIEW WHERE REASONABLY POSSIBLE. 785.273.2447 WWW.PKMRENG.COM QFOR COOS cQ wow 1TY � M TRAVOISM N ���✓ �,C ORS�°z fro FiELn yse ARCHITECTURE, PC FIRE SPRINKLER NOTES: 1. ENTIRE SPACE IS TO BE SPRINKLED. AN APPROVED FIRE SPRINKLER CONTRACTOR TO VERIFY EXACT SIZING, SPACING AND LAYOUT AS REQUIRED FOR COMPLETE COVERAGE. CONTRACTOR TO FIELD VERIFY EXACT REQUIREMENTS. 2. THE FIRE SPRINKLER SYSTEM MUST BE INSTALLED AND COMPLY WITH NFPA, LATEST EDITION, THE LIFE SAFETY CODE, AND THE INTERNATIONAL FIRE CODE. 3. SUBMIT PLANS AND SUBMITTALS TO THE FIRE MARSHAL. THE SYSTEM SHALL BE INSPECTED FOR COMPLIANCE BY THE FIRE INSPECTOR. � N O N w � = w _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ M r � � � Q L-1 WC-1cz I --A—Olt C TIATHROOM I �� LLI (�• NI BEDROOM 2 I BEDROOM 1 VTR (0) O It t I WH-1 FD I ❑ I BT-1 I = N r - - _ _ - - _ _ z L 34 91 6 4 A/4 Q cV z I � / IIII s a LLJ IIII \ � I i— B 1 - - - �1TT rT- I i 1/2- I Q I I i i I I I I LIVING/DINING TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 CARPORT I I I i i �� I P 816.994.8970 OI O KITCHEN I y F 816.994.8974 I 00 1/2" HOT WATER Ic� ROUGH—IN FOR I I S_1 DISHWASHER b yl - - - ILF 36 � '1 ROUTE VENTwAsg/ HORIZONTALLY, TO I I SINK, THROUGH I I _ - - STORAGE CABINETRY. EXTEND SINK VENT AND I I I _ I WASTE TO I 19V RED I I 42722 0 DISHWASHER I -)0 CH I I GISTER� FIRE SERVICE i, I I SS L 0 NA' PROVIDE 1" PVC I I L 12�15120 LLSLEEVE WHERE I - - — - - - - —PIPING IS WITHIN 10' OF SANITARY L - - - - - _ SEWER. _ _ J REVISION DATE COTTAGE FLOOR PLAN - PLUMBING 25%SET 6/19/2020 1/4"= 1'-0" 50%SET 8/14/2020 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 1& 5/21/2021 SHEET P_ 10 1 N COTTAGE PLUMBING N PLANS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM QFOR COOS cQ wow 1TY � M TRAVOIS N ���✓ �,C ORS z roFIELn FIRE SPRINKLER NOTES: ARCHITECTURE, PC 1. ENTIRE SPACE IS TO BE SPRINKLED. AN APPROVED FIRE SPRINKLER CONTRACTOR TO VERIFY EXACT SIZING, SPACING AND LAYOUT AS REQUIRED FOR COMPLETE COVERAGE. CONTRACTOR TO FIELD VERIFY EXACT REQUIREMENTS. 2. THE FIRE SPRINKLER SYSTEM MUST BE INSTALLED AND COMPLY WITH NFPA, LATEST EDITION, THE LIFE SAFETY CODE, AND THE INTERNATIONAL FIRE CODE. J. SUBMIT PLANS AND SUBMITTALS TO THE FIRE MARSHAL. THE SYSTEM SHALL BE INSPECTED FOR COMPLIANCE BY THE FIRE INSPECTOR. z F—I 3 VENT um I TRI RST FLOOR 3VTR 3" -2° NWC-1UJ BEDROOM s� BATH BT-1 UJ 3" SAN 2 L 1 11 9 ROUTE VENT O O _ HORIZONTALLY, TO I ' I O O fi SINK, THROUGH 4_, � - 3" SAN DOWN CABINETRY. EXTEND 00 TO FIRST FLOO SINK VENT AND WASTE TO DISHWASHER SANS —3 —2 —SANS KITCHEN/DINING s-1 — C:) O U DWF� = N Q —u—�— COVERED �— PORCH ROUTE 1/2" PEX DHW & DCW PIPING UNDER B TO SINK ROUTE 2" VENT PIPING HORIZONTALLY, TO SINK, THROUGH CABINETRY 1 DCW & DH DHW UP TO ° BA HROOM 1 SECOND FLOOR _- p Jew I2 _ $' N n 3" VENT UP • � i 010 HALL n TRAVOIS DESIGN 1/2° 310 W. 19TH TERRACE I KITCHN KANSAS CITY, MO 64108 I I P 816.994.8970 z °I F 816.994.8974 wH-1 1r Q N 1 d IL 3/4'�� 1" 1"LLL LJ IllIll11 ❑ W -1 1 2„ i FIRE SERVICE u / tiZ A M E. COMMUNITY CENTER SECOND FLOOR PLAN - PLUMBING 3" SECOND FLOOR �~ew°g WASH] I ti 1/4"= 1'-0° NETWORK ENTRY CLOSET '42722 L� GIS TER�� �yti } — i SSIOML I C •• I RIA Jw SET L COM UNITY ROOM _I REVISION DATE I 25%SET 6/19/2020 j 50%SET 8/14/2020 1 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 1& 5/21/2021 I I z I I I I I PROVIDE 1" PVC SLEEVE WHERE PIPING IS WITHIN 10' OF SANITARY COVERED SEWER. SHEET PORCH ❑ ❑ COMMUNITY CENTER FIRST FLOOR PLAN - PLUMBING . P- 102 1/4"= 1'-01, N COMMUNITY CENTER N PLUMBING PLANS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM PLUMBING FIXTURE SCHEDULE FITTINGS AND TRIM PLUMBING FIXTURE PIPE SIZES pRCQDEc MARK FIXTURE MODEL FIXTURE DESCRIPTION REMARKS F04 FITTINGS MODEL FITTINGS AND DESCRIPTION WASTE VENT DCW DHW Y O �9 WC-1 DELTA ADA-COMPLIANT WATER CLOSET.• WHITE VITREOUS CHINA, TWO PIECE, -- -- 3 4" 2" 112" -- `- 15 �' M C43913-WH 12" ROUGH-IN, ELONGATED BOWL, 16 1/2" HIGH, 1.28 GALLON PER FLUSH, FLUSH TANK TOILET. SLOW CLOSE SEAT INCLUDED. N � �w�°� TRAVOIS M �roF1 Ln��se� L-1 AMERICAN STANDARD ADA-COMPLIANT LAVATORY.• COUNTER-TOP MOUNTED, WHITE DELTA 4" CENTERSET FAUCET WITH METAL LEVER HANDLES, 1/2" 1,2,5 2" 2" 112" 1/2" 0491.019 VITREOUS CHINA, SELF-RIMMING BASIN WITH FAUCET HOLES ON 4" 2538 CONNECTIONS, AND POP UP DRAIN. MAX. 1.20 GALLON PER MINUTE ARCHITECTURE, PC CENTERS. SPRAY. BRUSHED NICKEL FINISH. z S-1 ELKAY DOUBLE COMPARTMENT SINK: SEAMLESS 118 GAUGE, TYPE 300 DELTA SINK FAUCET. 3 HOLE 8" ON CENTER. 1/2" CONNECTIONS. PROVIDE 2,3,4,6 2" 2" 112" 1/2" K23322 NICKEL BEARING STAINLESS STEEL. LK-6K-H SATIN FINISH, FULLY 210OLF BASKET STRAINER AND DRAIN. PROVIDE 2.0 GALLON PER MINUTE RISERS AND SYSTEM PIPING HYDRAULICALLY SIZED UNDERCOATED, HOLES AT 4" O.C. 6-112" BOWL DEPTH. 1-314" AERATOR. RADIUS COVED CORNERS. SELF RIMMING. NFPA-13 QUICK RESPONSE WET PIPE SYSTEM FOR LIVING AREAS AND INTERSTITIAL SPACES WHIRLPOOL GARBAGE DISPOSAL: STAINLESS STEEL SINK FLANGE, STOPPER GRIND GC-2000PE CHAMBER, TWO 360 DEG. SWIVEL IMPELLERS, AUTO REVERSING, O NFPA-13 QUICK RESPONSE WET PIPE SYSTEM FOR LIVING AREAS AND INTERSTITIAL SPACES PERMANENTLY LUBRICATED BEARINGS, CORROSION PROTECTION SHIELD. CN W � WATER FLOW SWITCH WITH DUAL CONTACTS, INCLUDING AND WIRED TO JS-1 FIAT MOP SINK. 24" X 24" MOP SERVICE BASIN, 10" DEEP, STEEL DRAIN DELTA WALLMOUNT SERVICE SINK FAUCET.• CAST BRASS WITH CHROME -- 3" 2" 1/2" ill = U J NEW LOCAL HORN-STROBE ON EXTERIOR, ALSO CONNECT ALL DEVICES MSB2424 DESIGNED TO CONNECT TO 3" DRAIN PIPE. WHITE FINISH 28T9 PLATED FINISH, VACUUM BREAKER, INTEGRAL STOPS, PAIL HOOK, 8" TO FIRE ALARM SYSTEM AND CONTROL CENTER. CENTERS, 314" HOSE THREAD SPOUT, WALL BRACE. BT-1 DELTA ACRYLIC BATHTUB. 60 X 30, 47 GALLON CAPACITY, TEXTURED DELTA METAL LEVER HANDLE, SHOWERHEAD, SHOWER ARM AND FLANGE, 2 2 1/2" 112" ALARM CHECK VALVE OR RISER CHECK VALVE B10513-6030L-WH BOTTOM, SOAKING DEPTH 12" TO OVERFLOW T13420 DIVERTER TUB SPOUT. PROVIDE 1.75 GALLON PER MINUTE AERATOR. - WITH ALL TRIM, INCLUDING 300# GAUGES BATH/SHOWER TRIM KIT ® ® MAIN DRAINS ARE TO BE RUN UP & OUTSIDE FOR FLOW TESTING DELTA PRESSURE BALANCE BATH/SHOWER FITTING VOLUME AND W R10000 TEMPERATURE CONTROL VALVE. 00 " AS WELL AS FULL SIZE AUXILIARY DRAINS RUN TO INTERIOR FLOOR DRAIN, MANDATORY. � SH-1 DELTA SHOWER BASE: 60" X 30" ACRYLIC, TEXTURED BOTTOM, WHITE DELTA ADA COMPLIANT HAND SHOWER: 24" SS BAR WITH ADA SLIDE, 1.5 -- 2" 2" 1/2" 1/2" B78615-6030-2H FINISH T13H GALLON PER MINUTE SHOWERHEAD, PRESSURE BALANCING CARTRIDGE O WITH CHECKS, POLISHED CHROME FINISH, ADA COMPLIANT HANDLE O CONTROL VALVES, WITH FIRE DEPT CONN, WITH CHECK & BALL DRIP r > DUAL TAMPER SWITCHES, �� WITH APPROVED PIPE & FITTINGS, v WIRED TO FIRE ALARM PANEL. DELTA PRESSURE BALANCE BATH/SHOWER FITTING VOLUME AND Q R10000 TEMPERATURE CONTROL VALVE COMPLETE DOUBLE CHECK BACKFLOW PREVENTER SH-1 -- TILED SHOWER BASE BY ARCH. PROVIDE WITH KOHLER K9135 FLOOR DELTA ADA COMPLIANT, METAL LEVER HANDLE, SHOWERHEAD, SHOWER ARM -- 2" 2" 1/2" 1/2" WITH TAMPER SWITCHES ON OS&Y VALVES, AND (ADA) DRAIN. T13220 AND FLANGE, PROVIDE 1.75 GALLON PER MINUTE AERATOR. 3001 GAUGES ON SYSTEM & CITY SIDES. SHOWER TRIM BACKFLOW PREVENTER MAY BE INSTALLED DELTA PRESSURE BALANCE SHOWER FITTING VOLUME AND TEMPERATURE HORIZONTALLY OR VERTICALLY IF APPROVED R10000 CONTROL VALVE. BY APPROVING AGENCIES IN THAT ORIENTATION, BB-1 GUY GREY WASHING MACHINE SUPPLY AND DRAIN BACK BOX: LEVER SHUT-OFF -- -- -- 2" 2" 112" 1/2" AS LONG AS INSTALLATION FITS IN SPACE PROVIDED W2700 VALVES. PROVIDE WITH VALVES AND DRAIN FITTINGS. NOTES: AND VALVES CAN BE SERVICED WHILE STANDING ON THE FLOOR. 1. ALL AREAS OF THE BUILDING ARE TO BE SPRINKLED, INCLUDING DAH-3 ELKAY ADA COMPLIANT ELECTRIC BI-LEVEL ELECTRIC WATER COOLER AND -- -- -- 2" 2" 1/2"ALL ATTIC AREAS AND INTERSTITIAL SPACES. THIS INCLUDES LZSTL8WSLK BOTTLE FILLING STATION. 8 GPH OF 50 DEGREE WATER WITH FRONT LIVING AREAS, WOOD TRUSS SPACES, ATTIC SPACES AND SIDE PUSHBARS, MOUNT WITH 27" OF KNEE CLEARANCE, MOUNT ON CONCEALED ARM CARRIER MECHANICAL CHASES, AND ALL OTHER AREAS REQUIRED TO BE PROTECTED UNDER THE SCOPE OF NFPA-13. REMARKS: 1. PROVIDE CHROME-PLATED BRASS TAILPIECE AND GRID DRAIN. TRAVOIS DESIGN FIRE SPRINKLER RISER DETAIL (COMMUNITY BUILDING) 2. PROVIDE PLASTIC P-TRAP. 310 W. 19TH TERRACE NO SCALE J. PROVIDE LOOSE KEY STOPS AND FLEXIBLE RISERS. KANSAS CITY, MO 64108 4. INSULATE EXPOSED TAILPIECE, P-TRAP, AND WATER RISERS. REFER TO SPECIFICATIONS FOR INSULATION METHODS. P 816.994.8970 5. PROVIDE HANDLE STOPS AND FLEXIBLE RISERS. 6. PROVIDE CHROME-PLATED BRASS TAILPIECE AND BASKET STRAINER. F 816.994.8974 WATER HEATER SCHEDULE - ELECTRIC PLAN MARK MANUFACTURER MODEL NUMBER GALLONS CAPACITY ELECTRICAL NOTES ti�1 Nm oe WA slql WH-1 A.O. SMITH PXHT-52 50.0 4.5 KW 240V, 1 PH, 30AMP 1 REMARKS. 1. ENERGY EFFIENCY GREATER THAN OR EQUAL TO 0.95 AUTOMATIC VACUUM RELIEF VALVE (WHEN REQUIRED) RAG aznz 2. LOW BOY WATER HEATER HOT WATER SUPPLY rsTER COLD WATER SUPPLY S L ONAt � UNION (TYP.) 12/15120 STOP VALVE (TYP.) � 1 j r, T&P RELIEF VALVE REVISION DATE PIPING MATERIAL SCHEDULE 25%SET 6/19/2020 PIPING FIELD TEST ALLOWABLE IN INSULATION 50%SET 8/14/2020 SYSTEM SIZE TYPE/SCHED MATERIAL ACCEPTABLE FITTINGS PRESSURE/TIME PLENUMS TYPE THICKNESS 75%SET 9/10/2020 DOMESTIC COLD WATER 1/2" - 1" PEX-o OR b PEX PRO-PRESS / COLD EXPANSION - BRASS OR POLY 130 PSI - 112HR YES --- --- 1000 PERMIT SET 12/15/2020 DOMESTIC COLD WATER 1-1/4" - 2" SDR-11 (CIS) CPVC SOLVENT JOINED 131 PSI - 112HR YES --- --- PERMIT SET-ADDENDUM 1& 5/21/2021 DOMESTIC HOT WATER & HW RETURN 112" - 1" PEX-o OR b PEX PRO-PRESS / COLD EXPANSION - BRASS OR POLY 130 PSI - 112HR YES ELASTOMERIC 1" DOMESTIC HOT WATER & HW RETURN 1-1/4" - 2" SDR-11 (CIS) CPVC SOLVENT JOINED 131 PSI - 112HR YES ELASTOMERIC ill c DOM. HOT & COLD BELOW GRADE 1/2"-2" PEX-o OR PEX-b PEX PRO-PRESS / COLD EXPANSION - BRASS OR POLY 130 PSI - 112HR YES ELASTOMERIC 3/4" (HOT ONLY) WATER HEATER NATURAL GAS - ABOVE GRADE 1/2"-2" SCH. 40 STEEL- SEAMLESS THREADED IRON 75 PSI - 1HR YES --- --- NATURAL GAS BELOW GRADE ALL SDR-I I POLYETHYLENE FUSION JOINTS 100 PSI - 1 HR NO --- --- FLOOR DRAIN SCHEDULE SOIL & WASTE ABOVE GRADE 2"-8" SCH. 40 PVC SOLVENT JOINED 10 FT - 112HR NO --- PLAN MODEL TOP/GRATE WASTE SOIL & WASTE BELOW GRADE 2"-8" SCH. 40 PVC SOLVENT JOINED 10 FT - 112HR NO I MARK MANUFACTURER NUMBER SERVICE SIZE SIZE REMARKS C D SHEET FD-1 WADE 1100 FLOOR DRAIN 2" 12 3 DOM. WATER SERVICE BELOW GRADE 1.-J. K COPPER CONTINUOUS TUBING, BRAZED 130 PSI - 112HR YES --- --- PROVIDE WITH TERMINATE OVER REMARKS: CONDENSATE DRAIN INTERIOR 3/4"-2" SCH. 40 PVC SOLVENT JOINED 10 FT - 112HR NO --- --- MOUNTING LEGS ��� FLOOR DRAIN 1. PROVIDE WITH NICKEL BRONZE TOP. NOTES 2. PROVIDE WITH 3/4" GRATE. 1. ALL INSULATION THICKNESSES SHALL MEET ASHRAE 90.1 - 2007 REQUIREMENTS AT A MINIMUM. P- 201 J. PROVIDE WITH SURESEAL TRAP. 2. REFER TO SPECIFICATIONS FOR MORE DETAILED INFORMATION. ELECTRIC WATER HEATER NOT TO SCALE N PLUMBING N SCHEDULES & DETAILS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM QFOR COOS cQ wow 1TY � M TRAVOISM N ���✓ �,C ORS�°z fro FiELn yse ARCHITECTURE, PC z � N O N w � = LU oc I I O 6"030-�D[ ❑BATH w EFc-2 Fc-2 BEDROOM 2 1 50 cfm vent fan ` . J required in laundry BEDROOM 1 1 closets, Typical O I 1 O 1 0 O 1 U OWH ® I + N L - - - - - - - - _ z 6 4 A 1D Q (D L 4 A a ELL w 9 4" I lal �—ram - - - 2 BATH -1 - - - \ III I I - - - +-V\" 1 I � 1 246 TRANSFER I } GRILLE ABOVE DOOR. 1 HART & COOLEY ZQ FC-2 RH45 OR EQUAL. Qj 1 a I I � 1 I I LIVING/DINING 1 I TRAVOIS DESIGN I 310 W. 19TH TERRACE KANSAS CITY, MO 64108 1 CARPORT P 816.994.8970 1 OIO KITCHEN 1 I I I F 816.994.8974 I Oj O I I 1 I DW I I � I I I I I I I 36 I wASH� 1 II II 1 I I I I 1 - STORAGE 1 `' I I I - � I COVERED I42722 PORCH I 1 � �crSTER�°��� 1 I I I I 1 I I S�oNa � I I 1 12/15120 I 1 L_ - I 1 L — J REVISION DATE COTTAGE FLOOR PLAN - HVAC 25%SET 6/19/2020 1/4"= V-0" 50%SET 8/14/2020 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 1& 5/21/2021 SHEET m - 10 1 N COTTAGE HVAC N PLANS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM QFOR COOS cQ wow 1TY � M TRAVOISM N ���✓ �,C ORS z fro FiELn yse ARCHITECTURE, PC 50 cfm vent fan required in laundry closets, Typical z LINEN N W O ~ N UIEF-1 w 6'0 TERMINATE WITH � (� BEDROOM BAT WALL CAP W F� - - F-1 4" DRYER FLUE. TERMINATE r n H WALL CAP v , FC-2 246 TRANSFER GRILLE ABOVE DOOR TT 0 HART & COOLEY RH45 OR EQUAL.IL 1 .. B ' 3/4" COND. DRAIN DN 00 1 00 L— — — — KITCHEN/DINING O � U III DW ❑ ❑ ❑ z III L -�-�- COVERED _ �- PORCH 3/4" COND. DRAIN DN "077 Q EF-1 EH-1 FC-2 oW TERMINATE WITH HROOM I I WALL CAP I 010 InnoHALL 0 10 • TRAVOIS DESIGN FC-1 1 310 W. 19TH TERRACE I I I I 3/4 KITCHEN I HP-2 KANSAS CITY, MO 64108 " COND. DRAIN UP I P 816.994.8970 O F 816.994.8974 " 3/4" s� (:�nWjH ROOM 2 • D HP-1 EH-1 I I � I I I I I I � ❑ 9 3/4" TERMINATE FLOOR DRAIN ti�A M E• COMMUNITY CENTER SECOND FLOOR PLAN - HVAC 3/4» �~e�OY WASgt ti 1/4"= 1'-0" NETWORK ENTRY CLOSET '42722 GISTER�� �sSIONAL 12�15�20 JANITORIA CLOSET COMMUNITY ROOM REVISION DATE 314" COND. DRAIN 4 P 25%SET 6/19/2020 50%SET 8/14/2020 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 1& 5/21/2021 COVERED SHEET PORCH ❑ ❑ COMMUNITY CENTER FIRST FLOOR PLAN - HVAC M - 102 1/4"= 1'-0" N COMMUNITY CENTER N HVAC PLANS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM �40F,CODE C Y HEAT PUMP UNIT SCHEDULE r PLAN MANUFACTURER MODEL COOLING HEATING MINIMUM AMBIENT ELECTRICAL REMARKS MARK NUMBER CAPACITY(MBH) CAPACITY(MBH) SEER TEMP. (°F) VOLTS/PH M.C.A. M.O.C.P. HP-1 MISTUBISHI MUS-D36NA 33.2 35.2 14.5 105' 240V / 1 PH 21.0 25 1,2 HP-2 MISTUBISHI MSZ-GA24NA 22.0 23.2 17.5 105' 240V / 1 PH 17.0 20 1,2 T r0 FIELD � STRUCTURAL MEMBER 1/4 x20 ALL-THREAD REMARKS: ARCHITECTURE, PC 1. HEAT PUMP SHALL OPERATE DOWN TO -13'F. SPEED CONTROLLER 2. PROVIDE WITH NEMA 3R DISCONNECT. FURNISH TO E/C FOR MOUNTING. MOUNTED AT FAN CEILING EXHAUST FAN EXHAUST DUCT PER PLANS SCREWS. NUMBER, SPACING, AND SIZE PER MANUFACTURER'S RECOMMENDATIONS HANGING VIBRATION ISOLATOR FAN COIL SCHEDULE TM ODEL NUMBER CFM E.S.P. (IN. TOTAL COOLING TOTAL HEATING ELECTRICAL PLAN FMANUFACTURERREMARKS MARK W.C.) CAPACITY(MBH) CAPACITY(MBH) VOLTAGE MCA MOCP FACTORY GRILLE FC-1 MITSUBISHI MSZ-GE18NA 600 0.5 17.2 21.6 240V/ 1 PH 1.0 15 1 FC-2 MITSUBISHI MSZ-GE09NA 300 0.5 9.0 10.9 240V/ 1 PH 1.0 15 1 � REMARKS: 1. CAPACITIES AND AIRFLOWS ARE MANUFACTURER'S VALUES AT RATED CONDITIONS NOT ACTUAL OPERATING CONDITIONS. CABINET EXHAUST FAN MOUNTING DETAIL Cn NOT TO SCALE EXHAUST FAN SCHEDULE PLAN MARK MANUFACTURER UMBER TYPE SERVICE FAN DATA ELECTRICAL CONTROL REMARKS N MODEL O CFM E.S.P. (IN) HP DRIVE SONES I � ^ ' MECHANICAL SPECIFICATIONS EF-1 BROAN X880 CEILING CABINET BATHROOM 80 0.250 12W DIRECT 0.3 120V/ 1 PH SWITCH 1,2 w W REMARKS. = U J SECTION 15000 - MECHANICAL REQUIREMENTS 1. UNIT SHALL BE PROVIDED WITH SOLID STATE SPEED CONTROL. 1. GENERAL REQUIREMENTS A. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF INTERNATIONAL 2. PROVIDE WITH HUMIDITY SENSOR FOR AUTOMATIC OPERATION. MECHANICAL CODE, INTERNATIONAL PLUMBING CODE AND ALL OTHER APPLICABLE CODES. ^ B. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR AND MATERIALS REQUIRED TO HAVE A COMPLETE, FUNCTIONING, HEATING, AIR CONDITIONING, VENTILATING AND PLUMBING SYSTEMS TOGETHER WITH ALL ASSOCIATED EQUIPMENT AND APPARATUS AS CEILING SHOWN ON THE PLANS. 'PROVIDE" MEANS FURNISH AND INSTALL. f DUCTWORK INSULATION SCHEDULE C. THE CONTRACTOR SHALL OBTAIN AND PAY FORR ALL PERMITS REQUIRED FOR THE EXECUTION OF THIS WORK AND SHALL MAKE ARRANGEMENTS FOR MODIFICATIONS TO PROVIDE PISTON TYPE CONDENSATE DUCT INSULATION �J J THE WATER, GAS AND SEWER CONNECTIONS TO THE BUILDING AS REQUIRED. 'REFRIGERANT PIPING UP PUMP LIKE SUNIT LOCATED TEDSIJ IN WITH D. ALL MATERIALS SHALL BE NEW AND SHALL BARE U.L. LABEL WHERE APPLICABLE. THRU WALL CAVITY. PURPOSE DUTY LOCATION STYLE MATERIAL APPLICATION THICKNESS NOTES E. THE MECHANICAL CONTRACTOR SHALL DO ALL EXCAVATING AND BACKFILLING DETECTION UNIT LOCATED IN UNIT NECESSARY TO COMPLETE WORK UNDER THIS SPECIFICATION, UNLESS INDICATED WALL-MOUNTED DRAIN PAN. SUPPLY CONCEALED RECTANGULAR FIBERGLASS LINED 1/2" --- TYPE UNIT ti REFRIGERANT PIPING UP CONCEALED ROUND MINERAL FIBER WRAPPED 1-1/2" OTHERWISE ON PLANS. THRU WALL CAVITY. WALL-MOUNTED WALL-MOUNTED LOW PRESSURE/VELOCITY F. THE CONTRACTOR SHALL VISIT THE SITE AND OBSERVE THE CONDITIONS UNDER TYPE UNIT TYPE UNIT EXPOSED RECTANGULAR FIBERGLASS LINED 112" --- O WHICH TO WORK WILL BE DONE. ANY DISCREPANCIES SHALL BE CALLED TO THE CONDENSATE DRAIN UP THRU WALL CAVITY. EXPOSED ROUND FIBERGLASS LINED 112'1-1/2" ARCHITECT'S ATTENTION. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS REFER TO 'P" SERIES DRAWINGS. O U CONTRACT FOR ANY ERROR OR NEGLIGENCE ON THE CONTRACTOR'S PART. PROVIDE INTEGRAL, DRAIN PAN MOUNTED, MOUNT UNIT HIGH MOUNT UNIT HIGH ALL UNCONDITIONED ATTICS ALL MINERAL FIBER WRAPPED 1 G. FINAL ACCEPTANCE OF WORK SHALL BE SUBJECT TO THE CONDITION THAT ALL MOUNT UNIT CONDESATE PUMP DETECTION UNIT. ON WALL. ON WALL. RETURN CONCEALED RECTANGULAR FIBERGLASS LINED 1/2" --- SYSTEMS, EQUIPMENT, APPARATUS AND APPLIANCES OPERATE SATISFACTORILY AS HIGH ON WALL. 1-1 2 Q DESIGNED AND INTENDED. WORK SHALL INCLUDE REQUIRED ADJUSTMENT OF CONDENSATE DRAIN DOWN CONCEALED ROUND MINERAL FIBER WRAPPED / --- A , SYSTEMS AND CONTROL EQUIPMENT INSTALLED UNDER THIS SPECIFICATION DIVISION. THRU WALL CAVITY. REFER TO CONDENSATE DRAIN DOWN LOW PRESSURE/VELOCITY EXPOSED RECTANGULAR FIBERGLASS LINED 1/2,' H. CONTRACTOR WARRANTS TO OWNER AND ARCHITECT THE QUALITY OF MATERIALS, THRU WALL CAVITY. REFER TO L EQUIPMENT, WORKMANSHIP AND OPERATION OF EQUIPMENT PROVIDED UNDER THIS P" SERIES DRAWINGS. EXPOSED ROUND FIBERGLASS LINED 1/2 _-- "P" SERIES DRAWINGS. REFRIGERANT PIPING SFER BOOTS TRA RN/ N SPECIFICATION DIVISION FOR A PERIOD OF ONE YEAR FROM AND AFTER COMPLETION DOWN THRU WALL RETU RECTANGULAR FIBERGLASS LINED 1/2 --- OF BUILDING AND ACCEPTANCE OF THE MECHANICAL SYSTEMS BY THE OWNER. CAVITY. ALL UNCONDITIONED ATTICS ALL MINERAL FIBER WRAPPED 1-112 1 I. ALL MATERIALS INSTALLED IN THE PLENUM SHALL BE NONCOMBUSTIBLE OR SHALL EXHAUST CONCEALED RECTANGULAR FIBERGLASS LINED 1/2 HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED --- INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. SECTION VIEW-OPTION A SECTION VIEW-OPTION B SECTION VIEW-OPTION C LOW PRESSURE/VELOCITY CONCEALED ROUND FIBERGLASS LINED 1/2" 2 SECTION 15100 - PLUMBING OUTSIDE AIR CONCEALED OR MECH. SPACE RECTANGULAR MINERAL FIBER WRAPPED 1-112" --- 1. PRODUCTS ALL CONCEALED OR MECH. SPACE ROUND MINERAL FIBER WRAPPED 1-112" --- A. WATER PIPES EXPOSED (NON MECH SPACE) RECTANGULAR RIGID FIBERGLASS BD. LINED 1/2» 3 1) ALL WATER PIPING SHALL BE 95-5 TIN-ANTIMONY JOINED TYPE L COPPER. EXPOSED NON MECH SPACE 1 2 B. PIPE INSULATION ( ) ROUND RIGID FIBERGLASS BD. LINED / ,' 3 1) HOT AND COLD WATER - 1/2" THICK FIBERGLASS WITH ASJ AND PVC COVERS. NOTES. C. WASTE AND VENT PIPING 1. INSTALL ALL COMPONENTS PER MANUFACTURER'S NOTES: 1) SHALL BE CAST IRON BELL AND SPIGOT OR HUBLESS CAST IRON WITH NEOPRENE INSTALLATION INSTRUCTIONS. 1. IN ADDITION TO OTHER SCHEDULED INSULATION. GASKET FITTINGS AND STAINLESS STEEL BANDS. 2. INDOOR UNITS SHALL HAVE AN OVERFLOW DRAIN PAN 2) SCHEDULE 40 PVC WITH SOLVENT WELDS MAY BE USED WHERE ALLOWED BY REFRIGERANT LINESET AND INTERLOCK SWITCH. 2. PROVIDE LINER ONLY WITHIN 10' OF FAN FOR ACCOUSTICS. LOCAL CODE CONDENSATE DRAIN IN WALL 3. REFRIGERANT LINES AND CONDENSATE DRAINS SHALL BE J. THICKNESS SHALL ENCAPSULATE DUCT CONSTRUCTION. D. FLOOR DRAINS INSULATED AS SCHEDULED. 1) FLOOR DRAIN TYPE 1: WADE #W-1100 FLOOR DRAIN, DURA-COATED CAST IRON CAVITY 4. INSTALL FROM UNIT DISCHARGE TO FIRST DUCT ELBOW, THEN 10' FURTHER. NOT REQUIRED INSIDE CHASES OR MECHANICAL ROOMS, BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND PLAN VIEW-OPTION A U BUT SHALL BE INSTALLED ON REMAINING DUCTWORK WHEN 10' DIMENSION FALLS OUTSIDE ROOM. ADJUSTABLE NICKEL BRONZE STRAINER. STRAINER SHALL HAVE A 6" ROUND OR SQUARE E. CLEANOUTS WALL-MOUNTED /��TOP AS SCHEDULED AND SHOWN ON PLANS. �/�/A L L-MOUNTED FAN COIL UNIT DETAILS GENERAL REMARKS (APPLICABLE TO ALL TYPES• TRAVOIS DESIGN 1) WALL: WADE #W-8450-C CLEANOUT WITH DURA-COATED CAST IRON FERRULE 1) ALL DUCTWORK, INSULATION AND MATERIALS IN PLENUMS MUST MEET ASTM E84 FLAME/SMOKE RATING OF 25150. 310 W. 19TH TERRACE AND CADMIUM PLATED CAST IRON COUNTER-SUNK PLUG COMPLETE WITH ROUND NOT TO SCALE 2) ALL INSULATION THICKNESSES SHALL MEET ASHRAE 90.1 - 2010 REQUIREMENTS AT A MINIMUM. KANSAS CITY, MO 64108 SMOOTH NICKEL BRONZE WALL ACCESS COVER AND FLUSH OVER-WALL FRAME. 3) REFER TO SPECIFICATIONS FOR MORE DETAILED INFORMATION FOR INSULATION PRODUCTS AND SYSTEMS. 2) FLOOR: WADE #W-6000-XS CAST IRON CLEANOUT WITH SQUARE, HEAVY DUTY, P 816.994.8970 SCORIATED NICKEL BRONZE TOP, ADJUSTABLE ABOVE TO FINISHED FLOOR. VERIFY F 816.994.8974 FLOOR MATERIALS USED FROM ARCHITECTURAL PLANS AND PROVIDE PROPER CLEANOUT TOPS, WHERE THEY OCCUR IN CARPET, QUARRY TILE, VINYL TILE OR CERAMIC TILE F. ESCUTCHEONS ELECTRIC HEATER SCHEDULE 1) PROVIDE NICKEL-BRASS OR CHROME PLATED ON ALL EXPOSED PIPES WHEN THEY N MODEL PASS THROUGH WALL OR CEILING OF FINISHED ROOMS. MARK MANUFACTURER UMBER TYPE CFM KW VOLTAGE REMARKS G. BALL VALVES PLA 1) PROVIDE BRONZE FULL PORT WITH TEFLON SEATS, BRONZE BALL AND INSULATED EH-1 QMARK QMKC25 BASEBOARD N/A 0.75 240V/ 1 PH 1,2 HANDLE FOR ALL DOMESTIC WATER SHUT-OFF VALVES. PROVIDE IRON BODY-BRASS PLUG GAS STOPS. REMARKS: I. ROOF PENETRATIONS 1. PROVIDE WITH INTEGRAL THERMOSTAT AND DISCONNECT. ��'� of WASgl 1) SHALL BE MADE AS SPECIFIED UNDER ARCHITECTURAL ROOFING DIVISION BY OWNERS AUTHORIZED ROOFING CONTRACTOR WHEN REQUIRED. NOTES: 2. WATTAGE BASED ON 250 WATTS PER FOOT. �Q 2. EXECUTION 1. CONDENSING UNIT MANUFACTURER TO SIZE ALL REFRIGERANT LINES A. PROVIDE UNIONS OR FLANGED JOINTS IN EACH PIPE LINE PRECEDING CONNECTIONS AND PROVIDE ALL ACCESSORIES FOR VERTICAL RUNS AS REQUIRED. TO EQUIPMENT TO ALLOW REMOVAL FOR REPAIR OR REPLACEMENT. PROVIDE ALL SCREWED AND CONTROL VALVES WITH UNIONS ADJACENT TO EACH PIPING 2. INSULATE REFRIGERANT SUCTION LINES - REFER TO SPECIFICATIONS. _a2722 CONNECTION. PROVIDE SCREWED END VALVES WITH UNION ADJACENT TO VALVE ISTER�� UNLESS VALVE CAN BE OTHERWISE EASILY REMOVED FROM LINE. TO EVAPORATOR ��'S T ONAL B. AFTER PIPING IS IN PLACE TEST THE LINES TO ENSURE NO LEAKS. COIL ON EQUIP. C. ALL PIPING SHALL BE SUPPORTED PROPERLY FROM STRUCTURE. PROVIDE SUPPORTS FOR AS REQUIRED BUILDING EXTERIOR 12�1 j120 SECTION 15200 - PLUMBING EQUIPMENT CONDENSING UNIT E HEAT PUMP ON GRADE 1. PRODUCTS A. PLUMBING FIXTURES (SEE SCHEDULE). 1) EQUIVALENT FIXTURES BY KOHLER, AMERICAN STANDARD, ELDER, CRANE, HALSEY CAULKING TAYLOR, OASIS, HAWS. EQUIVALENT TRIM BY MOEN, DELTA, ELJER, KOHLER, REVISION DATE AMERICAN STANDARD, CRANE, SLOAN. EQUIVALENT FLOOR DRAINS BY WADE, SOFFIT VENT ZURN, WOODFORD, SMITH, JOSAM. BACKDRAFT DAMPER 2) EQUIVALENT VALVES LISTED ON CURRENT COMPARISON CHARTS OF SPECIFIED 25%SET 6/19/2020 VALVE MANUFACTURERS BY MILWAUKEE, STOCKHAM, POWELL, RED-WHITE, CRANE, 50%SET 8 14 2020 APOLLO, MUELLER, MUESSCO, WATTS, HAYS, ROCKWELL-NORDSTROM. COIL HAIL GUARD o / / 75/o SET 9/10/2020 SECTION 15300 - HVAC 14 100% PERMIT SET 12/15/2020 1. GENERAL PERMIT SET-ADDENDUM 1& 5/21/2021 A. PROVIDE COMPLETE HVAC SYSTEM AS SHOWN ON DRAWINGS INCLUDING EQUIPMENT, DUCTWORK, DIFFUSERS, GRILLES, AND FILTERS. PROVIDE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL EQUIPMENT. B. ALL HVAC WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL REQUIREMENTS 36" MINIMUM AFG OF THE LOCAL BUILDING CODE, ASHRAE, NEC, NFPA AND ALL OTHER APPLICABLE CODES HAVING JURISDICTION. C. HVAC EQUIPMENT C REFER TO FLOORPLANS 1) PROVIDE EXHAUST FANS AS SCHEDULED. FOR MORE INFORMATION 2) ELECTRIC HEATERS AS SCHEDULED. RS 3) PROVIDE FAN COILS AND HEAT PUMPS AS SCHEDULED. RL 4) PROGRAMMABLE THERMOSTATS 3-1/2" FIBERGLASS FLOOR OR CONCRETE PAD L SLEEVE WALL GRADE SHEET AS NOTED ON PLANS AND CAULK REFRIGERANT LIQUID AND SUCTION PIPING EXHAUST/VENT CAP M - 201 CONDENSING UNIT DETAIL AT EXTERIOR WALL NOT TO SCALE NOT TO SCALE co MECHANICAL N SCHEDULES & DETAILS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM QFOR COOS cQ wow 1TY � M TRAVOISM N ���✓ �,C ORS�°z fro FiELn yse ARCHITECTURE, PC z � N O N HP-2 w M = w rnW LCA 6,g V I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .0 � � Q GFI I L ol BATHROOM I w JLCA LCA 5 WP/GFI I BEDROOM 2 LCA 00 � BEDROOM 1 Fc-2 I 1 LCA iA I O O 2'4 I V , 10�12 LL z I Cl� Q 6 4 A ® A = / I wl I 0 6 2 BATH - - - \ III I 2 I I I QEC-2 a L I I I I CA 13 LIVING/DINING I I TRAVOIS DESIGN 310 W. 19TH TERRACE Fi LCA KANSAS CITY, MO 64108 RAI LCA I CARPORT �1'4,16 � KITCHEN I P 816.994.8970 RANGE, 50A CA I © F 816.994.8974 WITH (3) �8 & � I (1) #10 (�. IN FI I 314" C. (TYP) LCA 21 LCAa3 LCA 1 LCA 3 WP/GFI LCA lir I I 1 I I FI GFII D G�1D JE-� I I 36 gp I I GARBAG DISHWASHER P/G� I PANEL EL ��ti oe wA sg� DISPOSAL I LCA 25 L DEDICATED RECEPTACLE ^WITI9(N 12" OF PANEL LCA 1 I I OR FIBEROPTIC SYSTEM I COVERED I I ELECTRIC METER —/0 GF GFI 42722 ����Gts I I PORCH I I I PHONE/CABLE PANEL ST ONA�TER�� I I I 0 - I I I I L - J REVISION DATE COTTAGE FLOOR PLAN - POWER 25%SET 6/19/2020 1/4"= V-0" 50%SET 8/14/2020 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 1& 5/21/2021 SHEET E- 101 N COTTAGE POWER N PLANS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM QFOR COOS cQ wow 1TY � M TRAVOIS N ���✓ �,C ORS z fro FiELn yse ARCHITECTURE, PC iLLLL L EN N Lc 0 5 w N LCB 22 LCB 18,20 � � ' I V`J BEDROOM BATH Why ® L.� RANGE, 50A LCB 2,4 WITH (3) 18 & FC-2 (1) #10 G. IN LCB 7 314" C. (TYP) r n 9 - - - Fl Oo —M G W �--� -�-� PANEL 00 II LCB LCB LCB 14,16 13 8 11 — L— — — — KITCHEN/DINING LCEla- O 17 GARBAGE II I 19B DISPOSAL N Q III 0 � ❑ ❑ ❑ z II I � DISHWASHER —u-�— LCB COVERED _ t5 G PORCH P1 25 J GARBAGE DISH DISPQSAL WASHER Uo 14,16 WP GFI P 1 FI Fl Fl 3 FC-2 EH-1 BATHROOM I � wP/GFI .jLLCB 2 4 GFI RANGE, 50A WITH (3) 18 & (1) 110 LCB 1 LCB 3 P1 11 1 o LCB P1 15 6.8 TRAVOIS DESIGN RANGE 310 W. 19TH TERRACE METER FC-1 KITCHEN HOOD CENTER p1 I HP-2 KANSAS CITY, MO 64108 I I I Mc-1 ® P1 23 GFI P 816.994.8970 P 1 s's P1 F 816.994.8974 2,4 BATHROOM 2 - Po,12 Pi LLEiLu 14,16 HP-1 LCB EH-1 P1 W ❑ 1 WP G I O 5 �I A M E, ti �F COMMUNITY CENTER SECOND FLOOR PLAN - POWER 2i WA ���ew 1/4"= 1'-0" N ET PHO CABLE PANEL ENTRY C SST 42 22 31 P-1 GISTER�� ti LCB �'S I%NAL O H- 1012P1 12�1512 ❑ 6,8 JAN RIA CLOSET -1 COMMUNITY ROOM REVISION DATE 25%SET 6/19/2020 50%SET 8/14/2020 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 1& 5/21/2021 P1 7 J J WP/GFl ;125 COVERED SHEET PORCH COMMUNITY CENTER FIRST FLOOR PLAN - POWER E- 102 1/4"= 1'-01, N COMMUNITY CENTER N POWER PLANS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM QFOR COOS cQ wow 1TY � M 4" N�✓��C OgSwoz FINISH CEILING CEILING-MOUNTED DETECTOR -15111d T R A V 01 SM fro FiELn`�yse REMOTE STROBES 0 ARCHITECTURE, PC 80" DO NOT PLACE DETECTOR IN THIS AREA WALL-MOUNTED OPERABLE DEVICES 48„ ABOVE COUNTER DEVICES. COORDINATE-WITH ARCH. ELEVATIONS AND CABINETRY 44" o SHOP-DRAWINGS.- o ' 40° ® o o ,8� 1400 � N POWER COMMUNICATIONS DEVICES AND CAN OUTLET DEVICES AND O N SYSTEMS FURNITURE OUTLETS MOUNTING BRACKETS W FINISH FLOOR GENERAL NOTES. POWER/COMMUNICATION DEVICES. 1. MOUNTING HEIGHTS SHOWN IN THIS DETAIL ARE TYPICAL OUTLETS SHALL BE LOCATED AT 18"A.F.F. TO THE BOTTOM �/ J UNLESS OTHERWISE NOTED ON THE PLANS. OF THE BOX. ABOVE COUNTER DEVICES SHALL BE 2. SEE ARCHITECTURAL ELEVATIONS FOR SPECIAL LOCATED AT 2"ABOVE THE BACKSPLASH OF THE COUNTER CONDITIONS. NOTIFY ARCHITECT IMMEDIATELY OF ANY TO THE BOTTOM OF THE DEVICES. VERIFY WITH CONFLICTS. ARCHITECTURAL DETAILS. ^ J. ALL INSTALLATIONS SHALL COMPLY WITH ADA. �J J WALL-MOUNTED OPERABLE DEVICES: OPERABLE DEVICES SHALL BE LOCATED AT 48"A.F.F. TO 4-1 THE TOP OF THE OPERABLE PORTION OF THE DEVICE. M WALL-MOUNTED OPERABLE DEVICES INCLUDE, BUT ARE NOT ` • J LIMITED TO THE FOLLOWING. LIGHT SWITCHES, DIMMERS, CONTROLS, ETC. O PUSH BUTTONS O U MOUNTING HEIGHTS FOR WALL-MOUNTED DEVICES Q NOT TO SCALE APARTMENT TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 COTTAGE P 816.994.8970 F 816.994.8974 UTILITY METER LCB 125A 1201240V 1PH/3W 0� wAsg/ NEW PAD-MOUNTED UTILITY ti COMPANY TRANSFORMER LCA O 125A 1201240V 1PH/3W (3) 11, 16 G, 1 1/2" C ADU COMMUNITY CENTER 42722 �'p'GISTER�� ONAt 12115120 2 SPACE METER CENTER WITH METER/BREAKER COMBINATIONS DO 0 REVISION DATE FOR (1) 125A METER NEW PAD-MOUNTED UTILITY AND (1) 200A METER BOND AHEAD OF COMPANY TRANSFORMER 25%SET 6/19/2020 WATER METER O 50%SET 8/14/2020 P1 75%SET 9/10/2020 WATER PIPE 0 200A 100% PERMIT SET 12/15/2020 1201240V PERMIT SET-ADDENDUM 1& 5/21/2021 1PH/3W STEEL IN FOOTING MAKE ELECTRICALLY CONTINUOUS 8'-0" LONG 518" COPPER 1 CLAD DRIVEN GROUND ROD BOND AHEAD OF SHEET WATER METER (3) 500 MCM, IN 3'C WATER PIPE STEEL IN FOOTING EE - 2 MAKE ELECTRICALLY CONTINUOUS M 8'-0" LONG 5/8" COPPER N POWER CLAD DRIVEN GROUND ROD SPECIFICATIONS & DETAILS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM QFOR COOS Co wow 1TY LOAD CENTER SCHEDULE LOAD CENTER SCHEDULE SINGLE-SECTION PANELBOARD SCHEDULE MAIN LUG AMPS: 125 MAIN LUG AMPS: 125 N Sw LOAD CENTER DESIGNATION: LCA LOAD CENTER DESIGNATION: LCB MAIN LUG AMPS: 225 RCS$ �o O MAIN BREAKER 125 O MAIN BREAKER 125 PANEL DESIGNATION: P1 M MAIN BREAKER: 200 TRAVOIS �r0FIELn��se� MOUNTING: RECESSED VOLTAGE: 2401120V MOUNTING: RECESSED VOLTAGE: 2401120V MOUNTING: RECESSED ~ VOLTAGE: 240/120 LOCATION: MASTER BEDROOM U PHASE/WIRE: 1PH13W LOCATION: CORRIDOR U PHASE/WIRE: 1PH13W 0 ARCHITECTURE, PC �_ LOCATION: COMMUNITY CENTER PHASE/WIRE: 10, 3W DESCRIPTION C/B U C/B DESCRIPTION DESCRIPTION C/B U C/B DESCRIPTION PHASE C/B v C PHASE TRIP POLE POLE TRIP TRIP POLE POLE TRIP DESCRIPTION A B TRIP POLE POLE /B TRIP A g DESCRIPTION REC: OUTDOOR 20 1 1 2 REC: LIVING 20 1 1 2 2 15 FAN COILS 2 15 FAN COILS REC: RESTROOM 1000 20 1 1 2 2 25 2250 WATER HEATER WH-1 REC: LIVING 20 1 3 4 REC: DINING 20 1 3 4 REC: BEDROOM 12 20 1 5 6 REC: BEDROOM 20 1 5 6 REC: HALL 900 20 1 3 4 2250 - REC: BATHROOM 20 1 7 6 2 20 HEAT PUMP HP-2 REC: BATHROOM 20 1 7 6 2 20 HEAT PUMP HP-2 REC: GATHERING 540 20 1 5 6 2 15 395 FAN COILS DOORS 1000 20 1 7 8 - - 395 - REC: HALLWAY BATHROOM 20 1 9 10 2 30 WATER HEATER WH-1 REC: REFRIGERATOR 20 1 9 10 2 30 WATER HEATER WH-1 REC: REFRIGERATOR 1800 20 1 9 10 2 25 2520 HEAT PUMP HP-1 REC: MASTER BEDROOM 20 1 11 12 REC: KITCHEN COUNTER 20 1 11 12 REC: RANGE 5000 20 2 11 12 - - 2520 - REC: REFRIGERATOR 20 1 13 14 REC: RANGE HOOD 20 1 13 14 2 40 RANGE 2 40 RANGE - 5000 - - 113114 1 1 20 - I SPARE REC: KITCHEN COUNTER 20 1 15 16 REC: KITCHEN COUNTER 20 1 15 16 1 REC: HOOD 250 20 1 15 16 1 20 - SPARE REC: RANGE HOOD 20 1 17 18 2 30 DRYER REC: DISPOSAL 20 1 17 18 2 30 DRYER REC: COUNTERTOP 360 20 1 17 18 1 20 - SPARE REC: KITCHEN COUNTER 20 1 19 20 REC: DISHWASHER 20 1 19 F24 REC: DISPOSAL 500 20 1 19 20 1 20 - SPARE z REC: DISPOSAL 20 1 21 22 1 20 WASHER SPARE 20 1 21 1 20 WASHER DISHWASHER 1000 20 1 21 22 1 20 - SPARE REC: DISHWASHER 20 1 23 24 1 20 LIGHTING SPARE 20 1 23 1 20 LIGHTING REC: STORAGE 20 1 25 26 1 - SPARE SPARE 20 1 25 1 - SPARE REC: COUNTERTOP 540 20 1 23 24 1 20 - SPARE FIBER OPTIC SYSTEM 20 1 27 28 1 - SPARE SPARE 20 1 27 28 1 - SPARE REC: EXTERIOR - 20 1 25 26 1 - - SPARE SPARE - 20 1 27 28 1 - SPACE SPARE - 1 291301 1 - SPARE SPARE 20 1 1291301 1 - SPARE REC: IT DEMARK 360 20 1 29 30 1 - - SPACE REMARKS. REMARKS. REC: IT DEMARK 360 20 1 31 32 1 - - SPACE 1. G = PROVIDE WITH GFCI BREAKER 1. G = PROVIDE WITH GFCI BREAKER LIGHTING 1000 20 1 33 34 1 - - SPACE O SPARE 20 1 .35.36. 1 - - SPACE W N SPARE - 20 1 37 38 1 - - SPACE ALL BREAKERS FOR CIRCUITS SERVING LIVING AREAS SHALL BE ARC-FAULT PROTECTED. ALL BREAKERS FOR CIRCUITS SERVING LIVING AREAS SHALL BE ARC-FAULT PROTECTED. SPARE - 20 1 39,401 1 - - SPACE w W SPARE - 20 1 411421 1 - - SPACE TOTALS 10428 9380 5165 5165 TOTALS PANELBOARD SIZING LOAD CONNECTED PHASE LOADS LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) PHASE VA AMPS LIGHTS 978 1.25 1,223 A 15,593 129.9 / RECEPTACLES 18,830 10cvA+50Z RM 14,415 B 14,545 121.2 MOTORS 0 1.25 X uu�+SUM 0 TOTALS 30,138 125.6 AIR CONDITIONING 5,830 1.00 5,830 SPACE HEATING 790 0.00 0 REMARKS. CONTINUOUS 4,500 1.25 5,625 1.G = PROVIDE GFCI BREAKER 00 NON-CONTINUOUS 0 1.00 0 Standard Method Load Calculation for One-Family Dwellings Standard Method Load Calculation for One-Family Dwellings MISC. LOADS 1 0 1.00 0 O UNIT DESIGNATION: LOAD CENTER DESIGNATION: VOLTAGE: 2401120V UNIT DESIGNATION: LOAD CENTER DESIGNATION: VOLTAGE: 2401120V MISC. LOADS 2 0 1.00 0 SIZING LOAD: 27,093 O r , (�a PHASE/WIRE: 1PH13W PHASE/WIRE: 1PH13W � `�/ UNIT A LCA TOTAL AREA: 965 UNIT B LC B TOTAL AREA: 2020 SIZING LOAD(AMPS): 113 1 General Lighting and Receptacle Loads 220.12 1 General Lighting and Receptacle Loads 220.12 N Do not include open porches, garages, and 965 1 Do not include open porches, garages, and Z020 1 unused or unfinished spaces not adaptable for 3 x = 2,895 unused or unfinished spaces not adaptable for 3 x = 6,060 future use. (sq ft using outside dimensions) future use. (sq ft using outside dimensions) 2 Small Appliance Branch-Circuits 220.52(A) 2 Small Appliance Branch-Circuits 220.52(A) At least two small appliance branch-circuits 2 2 At least two small appliance branch-circuits 2 2 must be included. 210.11(C)(1) 1,500 x =(minimum of two) (minimum of two)3,000 must be included. 210.11(C)(1) 1,500 X = 3,000 3 Laundry Branch Circuit 220.52(B) 3 Laundry Branch Circuit 220.52(B) At least one laundry branch-circuit must be 0 3 At least one laundry branch-circuit must be 0 3 included. 210.11(C)(2) 1,500 x = 0 included. 210.11(C)(2) 1,500 x = 0 (minimum of one) (minimum of one) 4 Add lines 1, 2, and 3 4 5,895 'nes 5 through 8 utilize the demand factors found in Table 220.42. 4 Add lines 1, 2, and 3 4 9,060 Lines 5 through 8 utilize the demand factors found in Table 220.42. 5 5,895 _ 3,000 = 5 2,895 6 - - 120,000 = 6 _ 5 9,060 6,060 _ 3,000 = 5 6 - - 20,000 = 6 - (line 4) 20,000 or less, skip to line 8) (line 5, if more than 120,000) (line 4) Ilf 120,000 or less, skip to line 8) (line 5, if more than 120,000) 7 - x 259' = 7 _ 8 2,895 X 35% = 8 1,011 7 x 25% = 7 _ 8 6,060 X 35% = 8 2,121 (line 6) (smaller of line 5 or 120,000) (line 6) (smaller of line 5 or 120,000) 9 - 1,013 9 - 2,121 Total General Lighting and Receptacle Load 3,000 + + = 9 4,013 Total General Lighting and Receptacle Load 3,000 + + = 9 5,121 (line 7) (line 8) (line 7) (line 8) 10 Fastned-In-Place Appliances 220.53 Microwave / 1,200 - / - Water Heater / 4,500 10 Fastned-In-Place Appliances 220.53 Microwave / 1,200 - / - Water Heater / 4,500 TRAVOIS DESIGN Use the name late rating. Do not include Dishwasher 1,000 Use the name late roting. Do not include Dishwasher 1,000 310 W. 19TH TERRACE electric ranges, clothes dryers, space-heating Disposal electric ranges, clothes dryers, space-heating Disosal equipment, or air-conditioning equipment. p / 800 - / - equipment, or air-conditioning equipment. p / 800 - / - KANSAS CITY, MO 64108 If fewer than four units, put total volt-amperes on line 10. - If fewer than four units, put total volt-amperes on line 10. - If four or more units, multiply total volt-amperes b 75q volt-om s of four or more X 1009 = 10 7,500 If four or more units, multiply total volt-amperes b 75q (volt-amps of four or more X 100� = 10 7,500 P 816.994.8970 PY P y ( P ) PY P y ( P ) 11 Clothes Dryers 220.54 11 Clothes Dryers 220.54 11 0 11 0 F 816.994.8974 (If present, otherwise skip to line 12.) Use 5,000 watts or the nameplate rating, whichever is larger. (If present, otherwise skip to line 12.) Use 5,000 watts or the nameplate rating, whichever is larger. 12 Ranges, Ovens, Cooktops, and Other Household Cooking Appliances Over 1750 Watts 220.55 12 Ranges, Ovens, Cooktops, and Other Household Cooking Appliances Over 1750 Watts 220.55 12 10,000 12 10,000 (If present, otherwise skip to line 13.) Use Table 220.55 and oil of the applicable notes. (If present, otherwise skip to line 13.) Use Table 220.55 and all of the applicable notes. 13 Heating or Air-Conditioning System (Compare the heat and A/C, and omit the smaller.) 220.60 13 Heating or Air-Conditioning System (Compare the heat and A/C, and omit the smaller.) 220.60 Include the air handler when using either one. For heat pumps, include the compressor and 13 Include the air handler when using either one. For heat pumps, include the compressor and 13 the maximum amount of electric heat that can be energized while the compressor is 3,168 the maximum amount of electric heat that con be energized while the compressor is 4,339 14 Largest Motor (one motor only) 220.50 and 430.24 864 14 Largest Motor (one motor only) 220.50 and 430.24 864 til PM 1 Multiply the volt-am eres of the largest motor b 25%. volt-am s of largest motor X 259 = 14 216 Multiply the volt-am eres of the largest motor b 25%. volt-am s of largest motor X 259 = 14 216 ��ti OF WASgI P1 P 9 Y ( p 9 ) PY P 9 Y ( p 9 J 15 Total Volt-Ampere Demand Load.Add lines 9 through 14 to find the minimum required volt-amperes. 15 24,897 15 Total Volt-Ampere Demand Load:Add lines 9 through 14 to find the minimum required volt-amperes. 15 27,176 16 Minimum Amperes Minimum Size 16 Minimum Amperes Minimum Size Divide the total volt- Divide the total volt- a2722 24,897 240 16 104rS, ervice and/or 17 125 27,176 240 16 113 17 service and/or 17 125 � R�GjsTEg�o amperes by the voltage (line ) / ( 9 ) _ ( p ( ( ) amperes by the voltage ( ) / ( 9 ) _ ( p ( ( ) 15 (voltage) (minimum am ereseder 240.E A ne 15 volta e minimum am eres) Feeder 240.E A �S10NAL 15/20 12/ REVISION DATE 25%SET 6/19/2020 50%SET 8/14/2020 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 1& 5/21/2021 SHEET E- 202 N POWER SCHEDULES N ME13 PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM QFOR COOS cQ wow 1TY � M TRAVOISM N ���✓ �,C ORS�°z fro FiELn yse ARCHITECTURE, PC LIGHTING PLAN KEYED NOTES ❑1 INSTALL FAN/LIGHT CONTROLLER ON WALL. CONNECT TO CEILING FAN PER E/M REQUIREMENTS z � N O N w � = w _ - - - _ - - _ _ _ M F-1 I I cn TH M I 4-j w 0 ROOM 2 BE 0 1 G B i M O - ! O r 1 I e 6 F-1 I `J I WH ® L - - - - - - - - - � I6 4 A 4 A a Lu I I4�-fIm- - - - 2 BA - - - \ III I I d b I I � I ZQ LCA 24 I a I I I I I G I LIVING/DININ C TRAVOIS DESIGN EXTERIOR LIGHTING 310 W. 19TH TERRACE FIXTURE W/ PHOTOCELL ONIOFF CONTROLLEA KANSAS CITY, MO 64108 OIO KITCHEN I e RPORT P 816.994.8970 I I I I F 816.994.8974 I OI I I I A I pW I I 36 I tit AM E I i II II I I I I I I - STO EXTERIOR LIGHTING F _ 4 FIXTURE W/ PHOTOCELL COVERED 2722I I �, �� R����� ON/OFF CONTROLLER PORCH tsTE s ISTE II II xt I I I L - - - - - - - - - - - - - - - - - - - - - - - 12�15120 I I I I L — J REVISION DATE COTTAGE FLOOR PLAN - LIGHTING 25%SET 6/19/2020 1/4"= V-0" 50%SET 8/14/2020 75%SET 9/10/2020 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 1& 5/21/2021 SHEET E-301 N COTTAGE LIGHTING N PLANS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM QFOR COOS cQ wow 1TY � M TRAVOIS N ���✓ �,C ORS z fro FiELn yse ARCHITECTURE, PC LIGHTING PLAN KEYED NOTES ❑1 INSTALL FAN/LIGHT CONTROLLER ON WALL. CONNECT TO CEILING FAN PER E/M REQUIREMENTS iLLLt F-1 LINEN N w D 0 ~ N W � BAT W ❑ Q Cl� J y � 9 - - - - - - _ � ❑ O ILL]I' A 0 III A � II L - - - -1/-0� — L— — — — # G KITCHEN/DINING O O III N Q III oWF o ❑ o z II I LCB 24 EXTERIOR LIGHTING — A A FIXTURE W/ PHOTOCELL COVERED _ ` 1 ON/OFF CONTROLLER PORCH 3 C 3 X FUl e BATHR OM A LA °W - - - � G A M � I TO O DOWNSTAIRS TRAVOIS DESIGN CIRCUIT � O 310 W. 19TH TERRACE KITCHEN KANSAS CITY, MO 64108 I I I A P 816.994.8970 F 816.994.8974 BATHR 2 M o WH A 3 E � u � u � uu u ❑ A ti A M E' COMMUNITY CENTER SECOND FLOOR PLAN - LIGHTING 0' WASXr tie 1/4"= 1'-0° NETWORK D CLOSET RY 42722 GISTO TER�� �sSIONAL � UP IRS 12�15�2� ❑ C WIT E JANITORIAL FIXTURE W/ PHOTOCELL CLOSET COMMU ROOM ON/OFF CONTROLLER REVISION DATE 25%SET 6/19/2020 50%SET 8/14/2020 P1 A 75%SET 9/10/2020 33 100% PERMIT SET 12/15/2020 PERMIT SET-ADDENDUM 1& 5/21/2021 M 4X C C EXTERIOR LIGHTING EXTERIOR LIGHTING FIXTURE W/ PHOTOCELL COVERED FIXTURE W/ PHOTOCELL SHEET ON/OFF CONTROLLER PORCH ON/OFF CONTROLLER El COMMUNITY CENTER FIRST FLOOR PLAN - LIGHTING E-302 1/4"= 1'-0" N COMMUNITY CENTER 0 N LIGHTING PLANS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM O4()R CODS C4 Y � {9 ION 16000 — ELECTRICAL RE UIREMENTS 1 GENERAL REQUIREMENTS THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR AND MATERIALS REQUIRED TO HAVE A COMPLETE FUNCTIONING ELECTRICAL LIGHTING AND 4" �WER SYSTEMS TOGETHER WITH ALL ASSOCIATED EQUIPMENT AND APPARATUS AS SHOWN ON THE PLANS. FINISH CEILING TRAVOIS CODES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, NFPA, CITY OF AND ALL OTHER ✓ APPLICABLE CODES. CEILING—MOUNTED DETECTOR -------- M d Ao pi LI) 5e C. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE U.L. LABEL WHERE APPLICABLE. PROVIDE WATERPROOF EQUIPMENT ENCLOSURES WHERE REQUIRED. REMOTE STROBES ARCHITECTURE, PC D. CONTRACTOR SHALL FURNISH AND INSTALL FOR WORK DESIGNATED AS HIS RESPONSIBILITY, ALL WIRE, WIREWAY, CONDUIT, CONNECTORS, OUTLETS, ETC., 80" DO NOT PLACE NECESSARY TO ACHIEVE A COMPLETE ELECTRICAL INSTALLATION. WHERE AN ELECTRICAL DEVICE IS REQUIRED BY CODE BUT NOT SHOWN, IT SHALL BE DETECTOR IN FURNISHED AND INSTALLED AS THOUGH FULLY SHOWN AND SPECIFIED. THIS AREA E. THE CONTRACTOR SHALL VISIT THE SITE AND OBSERVE THE CONDITIONS UNDER WHICH THE WORK WILL BE DONE. ANY DISCREPANCIES SHALL BE CALLED TO THE ARCHITECT'S ATTENTION. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION FOR ANY ERROR OR NEGLIGENCE ON THE CONTRACTOR'S PART. SECTION 16100 — CABLING. CONDUIT AND CONDUCTORS 1. PRODUCTS A. FOLLOW CIRCUITING SHOWN ON PLANS. USE NO CONDUCTORS SMALLER THAN 114 GA. UNLESS NOTED OTHERWISE. USE 114 GA. WIRE FOR ALL 15 AMP CIRCUITS AND 112 GA. FOR ALL 20 AMP CIRCUITS OR AS OTHERWISE NOTED ON THE PLANS. WALL—MOUNTED B. BRANCH CIRCUIT WIRING FOR INDIVIDUAL DWELLING UNITS SHALL BE TYPE NM CABLE. THWN COPPER CONDUCTOR. NM CABLE SHALL HAVE A GROUNDING OPERABLE DEVICES CONDUCTOR. C. SER CABLE MAY BE USED FOR FEEDERS TO INDIVIDUAL DWELLING UNITS FROM THE METER TO THE LOAD CENTER WHERE PERMITTED BY CODE. STYLE ABOVE COUNTER DEVICES. SER CABLE SHALL BE CONSTRUCTED OF SUNLIGHT RESISTANT TYPE XHHW-2 CONDUCTORS OR TYPE THHN/THWN CONDUCTORS. COPPER CONDUCTOR. 48" MORDINATE—WIT' ARCH CABLE ASSEMBLY PLUS REINFORCEMENT TAPE JACKETED WITH GRAY SUNLIGHT RESISTANT PVC. INSTALLATION SHALL MEET THE REQUIREMENTS OF THE NEC. ELEVATIONS AND CABINETRY WHERE OTHERWISE REQUIRED TO BE PROTECTED MC CABLE SHALL BE USED. D. WIRING INSTALLED BELOW GRADE SHALL BE INSTALLED IN SCHEDULE 80 PVC HEAVY WALL PLASTIC CONDUIT MEETING NEMA STANDARDS AND UL LISTED 44" o SHOP—DRAWINGS FOR UNDERGROUND AND EXPOSED USE. PROVIDE GALVANIZED RIGID STEEL (GRS) RADIUS BENDS AND RISERS AS CONDUITS RISE ABOVE GRADE OR ABOVE FLOOR SLAB. 40° A In E. LIGHTING AND RECEPTACLE CIRCUIT CONDUCTORS SHALL BE COPPER THERMOPLASTIC INSULATED TYPE THWN/THHN 600 VOLT, 75 DEGREES C, COLOR CODED AS DESCRIBED UNDER APPLICABLE CODES. LIGHTING FIXTURE WIRE INSULATION SHALL HAVE A TEMPERATURE RATING NOT LESS THAN THE INDIVIDUAL LIGHTING FIXTURE MANUFACTURER'S RECOMMENDED RATING. F. CIRCUITS WITH NO. 8 OR LARGER CONDUCTORS AND BUILDING SERVICE FEEDERS SHALL BE COPPER THERMOPLASTIC INSULATED TYPE THWN/THHN 600 142) o o VOLT, 75 DEGREES C. G. WHERE NM CABLE IS INSTALLED EXPOSED SAME SHALL BE INSTALLED IN CONDUIT. 18° 2. EXECUTION O A. ALL NEW CABLING SHALL BE INSTALLED CONCEALED IN WALLS OR CEILINGS. SECTION 16200 — GROUNDING POWER/COMMUNICATIONS DEVICES AND CAN OUTLET DEVICES AND N 1. GENERAL SYSTEMS FURNITURE OUTLETS MOUNTING BRACKETS M A. SUPPLEMENT GROUNDED NEUTRAL OF SECONDARY DISTRIBUTION SYSTEM WITH EQUIPMENT GROUNDING SYSTEM, INSTALLED SO THAT METALLIC STRUCTURES, w w ENCLOSURES, RACEWAYS, JUNCTION BOXES, OUTLET BOXES, CABINETS, MACHINE FRAMES, PORTABLE EQUIPMENT AND OTHER CONDUCTIVE ITEMS OPERATE FINISH FLOOR CONTINUOUSLY AT GROUND POTENTIAL AND PROVIDE LOW IMPEDANCE PATH FOR GROUND FAULT CURRENTS. B. SYSTEM SHALL COMPLY WITH NATIONAL ELECTRICAL CODE, THE DRAWINGS AND AS SPECIFIED. 2. PRODUCTS A. PROVIDE EQUIPMENT GROUND BUS IN LOAD CENTER CONNECTED BY AN APPROVED METHOD TO GROUND RODS. GENERAL NOTES. POWEVCOMMUNICATION DEVICES. B. PROVIDE IN CONDUIT A GREEN INSULATED COPPER GROUND CONDUCTOR TO MAIN METALLIC WATER SERVICE ENTRANCE AND CONNECT BY MEANS OF 1. MOUNTING HEIGHTS SHOWN IN THIS DETAIL ARE TYPICAL OUTLETS SHALL BE LOCATED AT 18"A.F.F. TO THE BOTTOM �J J ADEQUATE GROUND CLAMPS. UNLESS OTHERWISE NOTED ON THE PLANS. OF THE BOX. ABOVE COUNTER DEVICES SHALL BE J. EXECUTION 2. SEE ARCHITECTURAL ELEVATIONS FOR SPECIAL LOCATED AT 2"ABOVE THE BACKSPLASH OF THE COUNTER A. EQUIPMENT GROUNDING CONDUCTORS FOR BRANCH CIRCUIT HOME RUNS SHOWN ON THE DRAWINGS SHALL INDICATE AN INDIVIDUAL AND SEPARATE GROUND CONDITIONS. NOTIFY ARCHITECT IMMEDIATELY OF ANY TO THE BOTTOM OF THE DEVICES. VERIFY WITH CONDUCTOR FOR THAT BRANCH CIRCUIT WHICH SHALL BE TERMINATED AT THE BRANCH CIRCUIT PANELBOARD, SWITCHBOARD, OR OTHER DISTRIBUTION CONFLICTS. ARCHITECTURAL DETAILS. ^ EQUIPMENT. J. ALL INSTALLATIONS SHALL COMPLY WITH ADA. �J J B. PROVIDE LOW VOLTAGE DISTRIBUTION SYSTEM WITH A SEPARATE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR FOR EACH FEEDER. SINGLE PHASE WALL—MOUNTED OPERABLE DEVICES: 120 VOLT BRANCH CIRCUITS FOR LIGHTING AND POWER SHALL CONSIST OF PHASE AND NEUTRAL CONDUCTORS AND A GREEN GROUND CONDUCTOR INSTALLED OPERABLE DEVICES SHALL BE LOCATED AT 48"A.F.F. TO IN COMMON CABLE ASSEMBLY. THE TOP OF THE OPERABLE PORTION OF THE DEVICE. C. GROUNDING CONDUCTORS SHALL BE AS SHOWN ON PLANS OR IF NOT SPECIFICALLY SHOWN SHALL BE NO SMALLER THAN THAT REQUIRED BY THE NEC. 00 SECTION 16300 — ELECTRICAL EQUIPMENT WALL—MOUNTED OPERABLE DEVICES INCLUDE, BUT ARE NOT 1. PRODUCTS LIMITED TO THE FOLLOWING: A. ALL JUNCTION BOXES AND OUTLET BOXES FOR LIGHT FIXTURES, RECEPTACLES, AND WALL SWITCHES SHALL BE RACO OR CARLON NONMETALLIC OUTLET LIGHT SWITCHES, DIMMERS, CONTROLS, ETC. O BOXES PERMITTED FOR NM CABLE INSTALLATIONS AS ALLOWED BY CODE. LIGHTING FIXTURE OUTLET BOXES IN CEILINGS SHALL NOT BE LESS THAN 4" PUSH BUTTONS O OCTAGONAL. OUTLETS SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE DRAWINGS AND AS REQUIRED TO MEET THE NEC. OUTLET BOXES SHALL BE r 1 FLUSH MOUNTED ON ALL WALLS FOR CONCEALED WORK. GANGABLE TYPE BOXES SHALL BE USED IN ALL GYPBOARD SURFACES. PROVIDE CEILING FAN v RATED CEILING BOXES AT CEILING FAN LOCATIONS. B. COMBINATION METER CABINETS / LOAD CENTERS. MOUNTING HEIGHTS FOR WALL—MOUNTED DEVICES 1) EQUIPMENT SHALL BE CUTLER—HAMMER MBE 1201240 COMBINATION METER CABINET/LOAD CENTER OR EQUAL. 7 2) EQUIPMENT SHALL BE OF THE CAPACITY SHOWN ON THE DRAWINGS WITH COPPER BUSSING AND BRACED FOR A MINIMUM OF 22,000 AIC UNLESS NOT TO SCALE OTHERWISE NOTED ON PLANS. PROVIDE WITH MAIN DISCONNECT AS INDICATED ON THE PLANS. 3) PROVIDE WITH A SEPARATE EQUIPMENT GROUND BUS AND BONDABLE NEUTRAL. 4) COORDINATE METERING TYPE WITH THE UTILITY COMPANY. 5) PROVIDE WITH WEATHER—PROOF NEMA 3R ENCLOSURE FOR EXTERIOR INSTALLATION. 6) SERVICE ENTRANCE RATED. 7) PROVIDE WITH NUMBER AND SIZE OF BREAKERS AS INDICATED ON THE LOAD CENTER SCHEDULE ON THE DRAWINGS. 81 PROVIDE AFCI AND HACR CIRCUIT BREAKERS WHERE REQUIRED BY CODE. 9) PAD—LOCKABLE COVER. 10) EQUIVALENT BY SQUARE D, SIEMENS, CUTLER HAMMER, OR GE. C. DISCONNECT SWITCHES 1) PROVIDE NON—FUSIBLE SAFETY DISCONNECT SWITCHES OF SIZE AND TYPE INDICATED ON THE DRAWINGS. 2) EQUIVALENT BY SQUARE D, SIEMENS, CUTLER HAMMER, OR GE. SECTION 16400 — WIRING DEVICES 1. PRODUCTS A. EQUIVALENT DEVICES BY COOPER, LEVITON, PASS & SEYMOUR, AND HUBBELL. B. CONVENIENCE RECEPTACLES SHALL BE COOPER COMMERCIAL GRADE 15 AMP DUPLEX WITH GROUND AS SHOWN. OTHER OUTLETS SHALL BE VERIFIED WITH EQUIPMENT SUPPLIERS FOR PROPER NEMA CONFIGURATIONS. PROVIDE GFCI RATED DEVICES WHERE INDICATED. LIGH T FIXTURE SCHEDULE C. 15 AMP AND 20 AMP, 120 VOLT RECEPTACLES SHALL BE TAMPER—RESISTANT AS REQUIRED BY CODE. D. LIGHT SWITCHES SHALL BE COOPER COMMERCIAL GRADE 15 AMP ROCKER TYPE SWITCHES. FIXTURE CATALOG LAMP NUMBER/ E. WALL PLATES SHALL BE NYLON WITH BEVELED EDGES. TYPE MANUFACTURER NUMBER DESCRIPTION DESCRIPTION VOLTAGE REMARKS F. COLOR OF DEVICES AND WALL PLATES AS DIRECTED BY THE ARCHITECT. A LITHONIA VERSI LITE 7" ROUND SURFACE LED FLUSH MOUNT FIXTURE. ALUMINUM HOUSING WITH A MATTE WHITE ONE (1) 10.2 WATT 642 120 1 2. EXECUTION TRAVOIS DESIGN A. ALL OUTLETS, SHALL BE MOUNTED WITH BOTTOM AT 18"AFF AND SWITCHES WITH BOTTOM AT 44"ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE ON ACRYLIC DIFFUSER. TEXTURED WHITE FINISH. LUMENS. 3000K CCT. LED PLANS. MODULE 310 W. 19TH TERRACE SECTION 16500 — LUMINAIRES. LAMPS AND BALLASTS B MONNE CARLO DISCUSS CEILING FAN/LIGHT FIXTURE. 52" 5—BLADE CEILING FAN WITH THREE—SPEED MOTOR. INTEGRAL ONE (1) 20 WATT INTEGRATED 120 1 KANSAS CITY, MO 64108 1. PRODUCTS CLASSIC LED DOWNLIGHT WITH A MATTE OPAL GLASS SHADE. WHITE METAL FINISH WITH WHITE BLADES. LED ARRAY. 3000K P 816.994.8970 A. LUMINAIRES C KICHLER 11320BKTLED EXTERIOR WALL—MOUNTED LED FIXTURE. 13" TALL, 10" WIDE WITH POLYCARBONATE DIFFUSER. WET ONE (1) 16 WATT 875 120 1 1) PROVIDE LIGHTING FIXTURES COMPLETE WITH LAMPS AND ACCESSORIES REQUIRED FOR HANGING. COORDINATE MOUNTING OF CEILING MOUNTED LIGHTING LOCATION RATED. COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECT PRIOR TO WORK. LUMEN, 3000K INTEGRATED F 816.994.8974 FIXTURES WITH GENERAL CONTRACTOR. WHERE ADDITIONAL FIXTURE SUPPORTS ARE REQUIRED THEY SHALL BE PROVIDED BY E/C. LIGHTING FIXTURE LED ARRAY. SUPPORTS SHALL COMPLY WITH THE LATEST EDITION OF THE NEC SECTIONS 410-15 AND 410-16. PROVIDE LIGHTING FIXTURE SECURING CLIPS AS REQUIRED. CONSULT ARCHITECTURAL PLANS FOR CEILING TYPES AND PROVIDE SURFACE AND RECESSED LIGHTING FIXTURES WITH APPROPRIATE MOUNTING COMPONENTS AND ACCESSORIES. D WILLIAMS VOLTAIRE MINI EXTERIOR WALL—MOUNTED FIXTURE. DIE—CAST ALUMINUM HOUSING. SOLITE DIFFUSED TEXTURED ONE (1) LED ARRAY. 16 120 1 2) SEE LIGHTING FIXTURE SCHEDULE ON PLANS FOR FIXTURE TYPES. EQUIVALENT LUMINAIRES BY HUBBELL, INFINITY, LITHONIA, WILLIAMS, COLUMBIA, VWMH SERIES TEMPERED GLASS LENS. FORWARD THROW OPTICS. INTEGRAL LED DRIVER. POWDER COAT WATTS, 1700 LUMENS. 3000K EXITRONICS, LITEALARM, EXIDE FINISH BLACK — COORDINATE WITH ARCHITECT/BUILDING OWNER. UL LISTED WET LOCATION. CCT. B. LAMPS 1) FIXTURE LAMPS SHALL BE LAMP TYPE RECOMMENDED BY FIXTURE MANUFACTURER. LAMP NO FIXTURES ABOVE MANUFACTURERS RECOMMENDED MAXIMUM FURNISH WITH OPTIONAL PHOTOCELL FOR ON/OFF CONTROL OF LIGHT FIXTURE. WATTAGES. PROVIDE T-8 FLUORESCENT LAMPS AS 32 WATT WITH A COLOR RENDITION INDEX(CRI) OF NO LESS THAN 75 AND A COLOR TEMPERATURE OF E DUAL—LITE EV SERIES LOW—PROFILE EMERGENCY LIGHTING UNIT. FLAME—RATED, UV—STABLE THERMOPLASTIC HOUSING. TWO (2) 1.1 WATT LED HEADS. 120 1 4100 DEGREES K. , 2900 APPROXIMATE INITIAL LUMENS AND PROVIDE T-5 FLUORESCENT LAMPS AS 54 WATT HIGH OUTPUT, WITH A COLOR RENDITION 1 PM E INDEX(CRI) OF NO LESS THAN 85 AND A COLOR TEMPERATURE OF 5000 DEGREES K. , 5000 APPROXIMATE INITIAL LUMENS UNLESS OTHERWISE CALLED FOR TWO SEMI—RECESSED, ADJUSTABLE 'EYEBALL" HEADS WITH GLASS LENS. WHITE FINISH. ti� F WAS IN THE FIXTURE SCHEDULE. MAINTENANCE—FREE ANCE—FREE BATTERY FOR 90 MINUTE OPERATION OF LAMPS. INTEGRAL TEST SWITCH AND ti ti o Hi 2) EQUIVALENT LAMPS BY G.E., VENTURE, PHILLIPS OR SYLVANIA. AC—ON INDICATOR. �Q C. BALLASTS 1) FLUORESCENT ELECTRONIC BALLASTS SHALL BE THE ELECTRONIC TYPE HAVE A THD OF LESS THAN 207. BY ADVANCE, G.E., MOTOROLA, OR MAGNETEK. F WILLIAMS SERIES 75S 4'-0" LONG COMMERCIAL—GRADE STRIP FIXTURE WITH SQUARE LENS. SURFACE MOUNT. WHITE ONE (1) 44 WATT 5500 120 1 SECTION 16600 — SMOKE ALARMS FINISH. INTEGRAL LED DRIVER PRE—WIRED FOR NON—DIMMING APPLICATIONS. LUMEN, L50 LED MODULE. _42722 1. PRODUCTS 3500K CCT. PGISTER�� PHOTOELECTRIC,A.B. PROVIDE 120 120—VOLT, SINGLE AND MULTI—STATION CEILING—MOUNTED DETECTORS EGRAL 9 VOLT DC BATTERY FOR BACKUP. VOLT, MULTI STATION COMBI ATIONSMOKE/CARBONMONOXIDE DETECTORSWHERE INDICATEDT G TBD TBD 2'-0" DIAMETER x 7-11116" HIGH, ROUND ARCHITECTURAL SURFACE—MOUNTED FIXTURE. ONE (1) 45.7 WATT 4500 120 1 �SS1ONAt C. DETECTOR SHALL BE FURNISHED WITH SOUNDER BASE. MULTIPLE DETECTORS WITHIN THE SAME DWELLING UNIT SHALL BE WIRED TOGETHER SO THAT THE DIE—FORMED ALUMINUM HOUSING WITH 0.125" THICK FROSTED CONVEX ACRYLIC LENS. WHITE LUMEN, L45 LED MODULE. 15120 ACTIVATION OF ONE DEVICE WILL SIGNAL ALL DEVICES IN THE DWELLING UNIT TO ALARM. DETECTOR SHALL BE SUITABLE FOR WALL OR CEILING INSTALLATION. POWDER COAT FINISH. INTEGRAL LED DRIVER PRE—WIRED FOR 0-10V DIMMING APPLICATIONS. 3500K CCT. I2� D. HEARING IMPAIRED DWELLING UNITS SHALL HAVE A SINGLE STATION SMOKE DETECTOR THAT OPERATES FROM 120 VAC OR ITS 9 VDC BATTERY BACK UP. J RP LIGHTING 4908 WALL MOUNTED VANITY FIXTURE WITH 3 LIGHTS. DAMP LOCATION LISTED. OPAL GLASS SHADE WITH THREE (3) 9 WATT A19 LED 120 1 THE SMOKE DETECTOR SHALL HAVE A BUILT—IN 177—CANDELA STROBE THAT WILL ACTIVATE WITH THE AUDIBLE ALARM WHEN SMOKE IS DETECTED. HEAVY DUTY STAINLESS STEEL HOUSING. COORDINATE EXACT MOUNTING HEIGHT AND FINISH WITH LAMPS. 2. EXECUTION ARCHITECT PRIOR TO WORK. A. SYSTEM SHALL BE INSTALLED AND TESTED PER NFPA 72 AND APPLICABLE SECTIONS OF NFPA 70. FURNISH AND INSTALL A COMPLETE MULTI—STATION FIRE ALARM SYSTEM AS DESCRIBED HEREIN AND AS SHOWN ON THE PLANS, TO BE WIRED, CONNECTED, AND LEFT IN FIRST CLASS OPERATING CONDITION. X DUAL—LITE EVE SERIES COMPACT, LOW—PROFILE EXIT SIGN. UV STABLE THERMOPLASTIC HOUSING. WHITE FINISH WITH SIX (6) HIGH—OUTPUT LEDs — 120 1 REVISION DATE INCLUDE SUFFICIENT WIRING, TERMINATIONS, ELECTRICAL BOXES, AND ALL OTHER NECESSARY MATERIAL FOR A COMPLETE OPERATING SYSTEM. RED LETTERS. SIDE, TOP, OR WALL MOUNTED IN SINGLE/DOUBLE FACE CONFIGURATION WITH TOTAL POWER CONSUMPTION = B. EQUIPMENT SHALL BE UL LISTED. DIRECTIONAL ARROWS AS INDICATED ON PLANS. FURNISH WITH EMERGENCY OPTION FOR 2 WATTS. C. SYSTEM WIRING: WIRE AND CABLE SHALL BE A TYPE LISTED FOR ITS INTENDED USE BY AN APPROVAL AGENCY ACCEPTABLE TO THE AUTHORITY HAVING MAINTENANCE—FREE NICKEL—METAL—HYDRIDE BATTERY FOR 2 HOUR OPERATION WITH INTEGRAL o JURISDICTION (AHJ) AND SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES FROM THE CURRENT APPROVED EDITION OF THE NATIONAL 25/o SET 6/19/2020 ELECTRICAL CODE (NEC)(NFPA 70). TEST SWITCH AND AC—ON LIGHT. 50%SET 8/14/2020 SECTION 16700 — LOW VOLTAGE CABLING AND EQUIPMENT 75%SET 9/10/2020 1. PRODUCTS REMARKS: 100% PERMIT SET 12/15/2020 A. PROVIDE BROADBAND RG COAXIAL CABLE FOR CABLE TELEVISION OUTLETS. 1. FURNISH WITH AND INSTALL ALL NECESSARY HARDWARE AND MOUNTING BRACKETS. PERMIT SET-ADDENDUM 1& 5/21/2021 B. PROVIDE CAT 5e CABLING FOR PHONE. C. PROVIDE CAT 6 CABLING FOR DATA AND INTERNET SERVICES. D. PROVIDE CAT 5e RJ45 JACK FOR PHONE AND CAT 6 RJ45 JACK FOR DATA. GENERAL NOTES (APPLICABLE TO ALL FIXTURES) E. PROVIDE ALL NECESSARY CABLING, EQUIPMENT, BOXES, SPUTTERS, CONNECTORS, COVERS, ETC. FOR A COMPLETE AND OPERATIONAL SYSTEM. 1) REFER TO SPECIFICATIONS FOR APPROVED EQUAL FIXTURE MANUFACTURERS AND ADDITIONAL FIXTURE/DRIVER/BALLAST REQUIREMENTS. F. REFER TO LOW—VOLTAGE DIAGRAMS FOR MORE INFORMATION. 2. EXECUTION 2) ALL FIXTURES WITH PAINTED METAL PARTS SHALL BE PAINTED AFTER FABRICATION. A. CABLING SHALL BE INSTALLED CONCEALED IN CONSTRUCTION. 3) LUMENS LISTED FOR LED FIXTURES ARE GENERALLY DELIVERED LUMENS UNLESS NOTED OTHERWISE. B. MAKE ALL TERMINATIONS. 4) ALL EXTERIOR LED FIXTURES ARE FULL CUTOFF UNLESS NOTED OTHERWISE. C. CABLING SHALL BE UL LISTED FOR ITS INTENDED USE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES FROM THE CURRENT APPROVED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC)(NFPA 70). 5) ALL FIXTURES IN FOOD PREPARATION OR SERVING AREAS SHALL BE FURNISHED WITH SHATTER—RESISTANT LAMPS UNLESS LENSED. 6) ALL FIXTURES SHALL BE IC RATED OR PROVIDED WITH INSULATION SHIELDS WHEN INSTALLED IN INSULATED AREAS OF THE TRUSS SPACE. 7) FOR ALL FIXTURES INSTALLED IN RATED ASSEMBLIES, FURNISH AND INSTALL APPROVED FIRE BARRIER (EZ. BARRIER OR TENMAT FF109 SERIES) OVER FIXTURE TO MAINTAIN 1 HOUR CEILING ASSEMBLY RATING. SHEET E- 01 N LIGHTING SCHEDULES N & DETAILS PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR.,SUITE C TOPEKA,KS 66614 785.273.2447 WWW.PKMRENG.COM