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Home My WebLink AboutPermit File 2015 34th StreetI.D.INSIDE DIAMETER W.P.WORKING POINT WELDED WIRE FABRICMARKER BOARD LAVATORYLAV. JT. M.B. JOINT W/ W.W.F. X. WITH EXISTING CEILING TAG ELEVATION DATUM REVISION MARK & CLOUD ABBREVIATIONS & SYMBOLS UNDERWRITERS LABORATORIES UNLESS NOTED OTHERWISE ROUGH IN AND CONNECT BND.BEYOND N.T.S.NOT TO SCALE FIRE-RESISTIVE OR FIRE-RATED ACCESSIBLE FOR PERSONS WITH DISABILITIES FIN.FINISH HOLLOW METAL FIELD VERIFY GYPSUM BOARD FLOOR SINK GALVANIZED GROMMET FLUORESCENT FACE OF WALL (EXISTING) FOUNDATION GALV. GA. GR. ADA. HT. H.M. GYP. BD. HEIGHT GAUGE F.R. FLUOR. FNDN. F.O.W. F.S. F.V. FLR.FLOOR ELEVATION CENTER TO CENTER CONCRETE MASONRY UNIT DIMENSION DOWNSPOUT CONCRETE BOTTOM OF FLOOR DRAIN FIRE EXTINGUISHER CABINET EXISTING FIRE EXTINGUISHER ELEV. D.S. EXIST. F.E.C. EQ. F.D. F.E. EQUAL BD. DIM. CMU. CONC. C.C. B.O. BOARD SHT.SHEET TEMP. T.O. U.N.O. WC. WD. U.L. TYP. SPEC. SIM. TB. STL. SUSP. STRUCT. S.P. TEMPERED WATER CLOSET TOP OF TYPICAL WOOD SPECIFICATIONS TACK BOARD SUSPENDED STRUCTURAL STANDPIPE SIMILAR STEEL PT. REV. R.I. R.I.C. S.C. RD. Q.T. O.C. OFD. OPG. OPP. PLAS. LAM. PLYWD. O.D. REVERSE QUARRY TILE ROUGH IN SEALED CONCRETE ROOF DRAIN PAPER TOWEL ON CENTER PLYWOOD OPPOSITE PLASTIC LAMINATE OVERFLOW DRAIN OUTSIDE DIAMETER OPENING ALTERNATE BLOCKING ABOVE FINISH FLOOR ARCHITECTURAL CONCRETE BLKG. ALT. A.F.F. BM. A.C. BEAM MTD. MTL. N.I.C. MFGD. MFGR. MOUNTED NOT IN CONTRACT MANUFACTURER MANUFACTURED METAL ELEVATION MARK DOOR MARK WINDOW MARK DETAIL REFERENCE MARK PLAN REFERENCE MARK WALL SECTION/DETAIL MARK FLOOR FINISH CALL OUT RESILIENT TILE PORCELAIN TILE COPYRIGHT NOTICE: INFORMATION CONTAINED HEREIN IS PROPRIETARY IN NATURE AND MAY NOT BE REUSED OR COPIED WITHOUT EXPRESSED, WRITTEN CONSENT FROM TRAVOIS, INC. COPYRIGHT © 2020 TRAVOIS, INC. Samish 34th Street ARCHITECT: Travois Design & Construction Services 310 West 19th Terrace Kansas City, MO 64108 p: 816.994.8970 f: 816.994.8974 PROJECT TEAM: OWNER: Samish Indian Nation 2918 Commercial Ave Anacortes, WA 98221 STRUCTURAL ENGINEER: Apex Engineers, Inc. 1600 Baltimore, Suite 102 Kansas City, MO 64108 p: 913.432.3222 f: 913.432.4965 MECHANICAL, ELEC & PLUMBING ENGINEER: PKMR Engineers, Inc. 13300 West 98th Street Lenexa, KS 66215 p: 913.492.2400 f: 913.492.2437 ABBREVIATIONS DRAWING SYMBOLS + 8'-0" AFF APPLICABLE BUILDING CODES/REFERENCES Anacortes, Washington 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL RESIDENTIAL CODE 2015 UNIFORM PLUMBING CODE 2015 WASHINGTON STATE ENERGY CODE ANACORTES MUNICIPAL CODE A2.0 1 A2.0 1 H 100 A2.0 1 T.O. WALL 8'-0" A.F.F. 1 UNIT AREA SUMMARY (SQUARE FOOTAGE IS CALCUALATED AS BUILDABLE AREA AND INCLUDES ALL EXTERIOR WALLS.) 2 BEDROOM SINGLE FAMILY: CONDITIONED SPACE 985 14 13,790 CARPORT 302 4,228 COMMUNITY BUILDING: COMMUINITY SPACE 934 1 934 1 BEDROOM APARTMENT 934 1 934 TOTAL CONDITIONED SPACE 16 15,658 UNIT TYPE SF # of Units TOTAL SF CIVIL ENGINEER: Red Plains Professional, Inc. 2103 NE 129th Street Suite 201 Salmon Creek Vancouver, WA 98686 p: 360.448.7999 SHEET INDEX: ARCHITECTURAL Pg. 1 - ATSTITLE SHEET Pg. 2 - A001 SPECIFICATIONS Pg. 3 - A002 SPECIFICATIONS Pg. 4 - AN1 ADA NOTES Pg. 5 - AN2 ADA NOTES Pg. 6 - AN3 ADA, SENSORY & UNIVERSAL DESIGN NOTES Pg. 7 - A100 ARCHITECTURAL SITE PLAN Pg. 8 - A200 TWO BEDROOM FLOOR PLAN + INTERIOR ELEVATIONS Pg. 9 - A201 TWO BEDROOM REFLECTED CEILING PLAN Pg.10 - A202 TWO BEDROOM ROOF PLAN Pg.11 - A203 TWO BEDROOM ELEVATIONS Pg.12 - A204 TWO BEDROOM SECTIONS Pg.13 - A300 COMMUNITY BUILDING FLOOR PLANS + INTERIOR ELEVATIONS Pg.14 - A301 COMMUNITY BUILDING FLOOR PLANS + INTERIOR ELEVATIONS Pg.15 - A302 COMMUNITY BUILDING REFLECTED CEILING PLAN Pg.16 - A303 COMMUNITY BUILDING ROOF PLAN Pg.17 - A304 COMMUNITY BUILDING ELEVATIONS Pg.18 - A305 COMMUNITY BUILDING SECTIONS Pg.19 - A400 TYPICAL WALL SECTIONS & ENLARGED PLANS Pg.20 - A401 TYPICAL WALL SECTIONS & ENLARGED PLANS Pg.21 - A402 DETAILS Pg.22 - A403 DETAILS Pg.23 - A404 SCHEDULES DIMENSIONING FACE OF STUD CENTER LINE A C B EXT. 2X6 WALL SHEATHING PER STRUC., FIN. PER ELEVATIONS 1/2" GYP. INT. INT. 2X4 WALL 1/2" GYP. BOTH SIDES, EXCEPT AT SHAFT ALLS INT. 2X6 WALL 1/2"GYP. BOTH SIDES, EXCEPT AT SHAFT WALLS 2X6 FIREWALL STRUCTURAL Pg.24 - S100 GENERAL NOTES Pg.25 - S110 SPECIAL INSPECTIONS Pg.26 - S120 SCHEDULES Pg.27 - S200-A TWO BEDROOM FOUNDATION PLAN A Pg.28 - S200-B TWO BEDROOM FOUNDATION PLAN B Pg.29 - S201 TWO BEDROOM ROOF FRAMING PLAN Pg.30 - S210 COMMUNITY BUILDING FOUNDATION PLAN Pg.31 - S211 COMMUNITY BUILDING FLOOR FRAMING PLAN Pg.32 - S212 COMMUNITY BUILDING ROOF FRAMING PLAN Pg.33 - S300 SHEAR WALL ELEVATIONS Pg.34 - S301 CS-PF BRACED WALL Pg.35 - S500 CONCRETE DETAILS Pg.36 - S501 FOUNDATION DETAILS Pg.37 - S502 FOUNDATION DETAILS Pg.38 - S503 FOUNDATION DETAILS Pg.39 - S520 WOOD DETAILS Pg.40 - S521 WOOD DETAILS Pg.41 - S522 WOOD FRAMING DETAILS Pg.42 - S523 WOOD FRAMING DETAILS Pg.43 - S524 BRACED WALL DETAILS MECHANICAL, PLUMBING AND ELECTRICAL PLANS Pg.44 - ME-101 COVER SHEET Pg.45 - P101 PLUMBING TWO BEDROOM Pg.46 - P102 PLUMBING COMMUNITY BUILDING Pg.47 - P201 PLUMBING SCHEDULES & DETAILS Pg.48 - M101 MECHANICAL TWO BEDROOM Pg.49 - M102 MECHANICAL COMMUNITY BUILDING Pg.50 - M201 MECHANICAL SCHEDULES/DETAILS Pg.51 - E101 POWER TWO BEDROOM Pg.52 - E102 POWER COMMUNITY BUILDING Pg.53 - E201 POWER SCHEDULES/DETAIL Pg.54 - E202 POWER SCHEDULES Pg.55 - E301 LIGHTING TWO BEDROOM Pg.56 - E302 LIGHTING COMMUNITY BUILDING Pg.57 - E401 LIGHTING COMMUNITY BUILDING Pg.58 - E501 LIGHTING SCHEDULES & DETAILS PROJECT SUMMARY PROJECT AWARD FOR THE NEW CONSTRUCTION OF (14) SINGLE FAMILY HOMES WITH CARPORTS AND DRIVEWAYS, (1) COMMUNITY BUILDING, PLAYGROUND AND ASSOCIATED PARKING AREA IN ANACORTES, WASHINGTON. 1 A700 A B C DINTERIOR ELEVATIONS LOCATION MAP2 BEDROOM SINGLE FAMILY RENDERING D SPRINKLERED: YES FIRE ALARM SYSTEM: NO TYPE OF CONSTRUCTION: TYPE V-A OCCUPANCY: GROUP R-2 DEFERRED SUBMITTALS -FIRE SPRINKLERS (FIRE MARSHAL AND MEP TO REVIEW) -PREFABRICATED WOOD TRUSSES -ENGINEERED I-JOISTS TITLE SHEET ATS SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 All Addresses on 34th ST BLD-2021-0432 BLD-2021-0421 BLD-2021-0429 BLD-2021-0422 BLD-2021-0423 BLD-2021-0420 BLD-2021-0428 BLD-2021-0419 BLD-2021-0430 BLD-2021-0424 BLD-2021-0427 BLD-2021-0426 BLD-2021-0425 BLD-2021-0431 BLD-2021-0262 Sprinkler systems will require a separate submittal for Fire Marshal review. EFFICIENT BUILDING ENVELOPE 1a: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on equipment efficiency. 3db HIGH EFFICIENCY HVAC EQUIPMENT 3d: 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 being selected and shall specify the heating equipment type and the minimum equipment efficiency. 1.0 Table 406.2 Energy Credits (2015 Code) OPTION DESCRIPTION CREDIT(S) 1a Section R402.1.4: Reduce the Total UA by 5%. 0.5 DIVISION 1. GENERAL REQUIREMENTS 1. ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH APPLICABLE BUILDING CODES, LISTED ON COVER SHEET AND ALL FEDERAL, STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. 2. CONTRACTOR IS RESPONSIBLE FOR SECURING AND OBTAINING ALL NECESSARY PERMITS, APPROVALS, AND INSPECTIONS AND PAYING ALL APPLICABLE FEES FOR ALL TRADES. 3. CONTRACTORS MUST COMPLY WITH ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSURANCE IN ACCORDANCE WITH BUILDING REQUIREMENTS AND SHALL INCLUDE A HOLD HARMLESS CLAUSE FOR THE OWNER, BUILDING MANAGEMENT, AND ARCHITECT. 4. CONTRACTOR SHALL PROVIDE CONTROLLED INSPECTIONS AS REQUIRED FOR APPROVAL BY THE BUILDING DEPARTMENT WITH JURISDICTION. ALL CONTROLLED INSPECTIONS ARE TO BE PERFORMED BY LICENSED PROFESSIONALS AND THE COST OF THESE SERVICES IS TO BE PAID BY THE CONTRACTOR. THE OWNER WILL HAVE AUTHORITY TO SELECT THE THIRD PARTY INSPECTORS. 5. THE SUBMISSION OF A PROPOSAL BY THE CONTRACTOR WILL BE CONSTRUED AS EVIDENCE THAT A CAREFUL AND THOROUGH EXAMINATION OF THE PREMISES HAS BEEN MADE AND LATER CLAIMS FOR LABOR, MATERIALS OR EQUIPMENT REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. IT SHALL ALSO CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR HAS CHECKED AND VERIFIED ALL QUANTITIES, WORK AND MATERIALS INVOLVED AND THAT HE OR SHE SHALL TAKE RESPONSIBILITY OR ANY DEFICIENCIES THEREIN. 6. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, EACH TRADE SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR CORRECTNESS OF SAME. NO EXTRA CHARGE OR COMPENSATIONS WILL ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION AND CLARIFICATION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS. 7. ALL THE ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE COMPLIMENTARY AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL; ANY WORK SHOWN OR REFERRED TO ON ANY ONE DRAWING SHALL BE PROVIDED AS SHOWN ON ALL DRAWINGS. WHENEVER AN ITEMS SPECIFIED AND/OR SHOWN ON THE DRAWINGS BY DETAIL OR REFERENCE IT SHALL BE CONSIDERED TYPICAL FOR OTHER ITEMS WHICH ARE OBVIOUSLY INTENDED TO BE THE SAME, EVEN THOUGH NOT SO DESIGNATED OR SPECIFICALLY NAMED BUT DO SERVE THE SAME FUNCTION. 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 CARRIED OUT FULLY FOR OTHER PORTIONS SHALL APPLY THROUGHOUT TO ALL SIMILAR PORTIONS EXCEPT AS OTHERWISE SPECIFICALLY NOTED. IN EVERY CASE A MORE EXPENSIVE ITEM OR METHOD SHALL BE ASSUMED OVER A LESS EXPENSIVE ONE AND DIMENSIONS SHALL BE FIGURED RATHER THAN DETERMINED BY RULE OR SCALE. 9. THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE DRAWINGS. TO INTERPRET AND EXPLAIN THE DRAWINGS, OTHER INFORMATION DEEMED NECESSARY BY THE ARCHITECT WILL BE FURNISHED TO CONTRACTOR WHEN AND AS REQUIRED BY THE WORK. IT IS TO BE UNDERSTOOD THAT THE SAID ADDITIONAL DRAWINGS ARE TO BE OF EQUAL FORCE AS THE ORIGINAL DRAWINGS, AND SHALL BE CONSIDERED AS FORMING A PART OF THIS SET. 10. THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE TRUE INTENT AND MEANING OF THE DRAWINGS AND NOTES TAKEN AS A WHOLE AND SHALL NOT AVAIL HIMSELF OF ANY OBVIOUS ERRORS AND OMISSIONS, SHOULD ANY EXIST. SHOULD ANY ERROR OR DISCREPANCY APPEAR OR ANY DOUBT ARISE AS TO THE TRUE MEANING OF THE DRAWINGS OR NOTES THE CONTRACTOR SHALL BRING SUCH ITEMS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMISSION OF PROPOSAL FOR EXPLANATION OR CORRECTION OF SAME. AFTER SUBMISSION OF PROPOSAL, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL SUCH ITEMS. 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 DRAWINGS; AND INCLUDES PERFORMING ALL OPERATIONS NECESSARY TO CONSTRUCT AND INSTALL COMPLETE, IN SATISFACTORY CONDITION, THE VARIOUS MATERIALS AND EQUIPMENT AT THE LOCATIONS SHOWN. IT IS INTENDED THAT THE DRAWINGS INCLUDE EVERYTHING REQUISITE AND NECESSARY TO FINISH THE ENTIRE WORK PROPERLY, NOTWITHSTANDING THE FACT THAT EVERY ITEM NECESSARILY INVOLVED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. ANY ITEM WHICH MAY BE REASONABLY CONSTRUED AS INCIDENTAL TO THE PROPER AND SATISFACTORY COMPLETION OF THE WORK IN ACCORDANCE WITH THE INTENT OF THESE NOTES AND DRAWINGS IS HEREBY INCLUDED. 12. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT FOR ANY REASON COMPLY WITH ALL THE REQUIREMENTS OF THESE NOTES AND DRAWINGS. 13. THE CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE ARCHITECT FOR REVIEW AND APPROVAL. NO ADDITIONAL WORK IS TO PROCEED UNTIL A SIGNED AUTHORIZATION TO PROCEED IS RETURNED TO CONTRACTOR. 14. WORK AFFECTED BY CHANGES PROPOSED IN ANY REVISED DRAWINGS OR OTHER DOCUMENTS ISSUED TO THE CONTRACTOR SHALL NOT BE EXECUTED UNLESS CHANGES ARE ACCOMPANIED BY LETTER OF AUTHORIZATION TO PROCEED ACCORDINGLY. IN CASES WHERE INSTRUCTIONS ACCOMPANYING AN ISSUE OF REVISED DRAWINGS OR SPECIFICATIONS REQUEST ESTIMATES OF COST, SUCH ESTIMATES SHALL BE PREPARED AND SUBMITTED PROMPTLY IN ORDER NOT TO AFFECT THE PROGRESS OF THE WORK. 15. PAYMENT WILL NOT BE MADE TO GENERAL CONTRACTOR ON CHANGES OR EXTRAS UNLESS THEY ARE APPROVED IN WRITING BY OWNER OR OWNER'S REPRESENTATIVES. 16. THE PROJECT HAS BEEN DESIGNED AND DETAILED FOR THE SPECIFIC MATERIALS AND EQUIPMENT SPECIFIED. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. IF THE SPECIFIED MATERIAL IS NOT AVAILABLE, THE CONTRACTOR SHALL PROPOSE AN ALTERNATE MATERIAL AND SHALL PROVIDE DRAWINGS, SAMPLES, SPECIFICATIONS, MANUFACTURER'S LITERATURE, PERFORMANCE DATA, ETC., IN ORDER THAT THE ARCHITECT CAN EVALUATE THE PROPOSED SUBSTITUTION. IF THE SUBSTITUTION AFFECTS A CORRELATED FUNCTION, ADJACENT CONSTRUCTION, OR THE WORK OF ANY OTHER CONTRACTOR OR TRADE, THE NECESSARY CHANGES AND MODIFICATIONS TO THE AFFECTED WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. NO REQUESTS FOR SUBSTITUTES WILL BE ENTERTAINED BY THE ARCHITECT DUE TO CONTRACTOR'S FAILURE TO ORDER MATERIALS IN A TIMELY MANNER. 17. ALL MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS WORK SHALL BE NEW AND OF THE BEST QUALITY OF THE KINDS SPECIFIED. THE USE OF OLD OR SECOND-HAND MATERIALS IS STRICTLY FORBIDDEN. MATERIALS SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT ALL PRODUCT WARRANTIES. THE CONTRACTOR SHALL WARRANTY ALL WORK AS PER REGULATIONS. UPON REQUEST, THE MANUFACTURER'S REPRESENTATIVE SHALL GO TO THE SITE AND INSTRUCT THE MECHANICS IN THE USE OF THE MATERIALS OR SHALL SUPERVISE THEIR USE. 18. THE STANDARD SPECIFICATIONS OF THE MANUFACTURERS APPROVED FOR USE IN THE PROJECT ARE HERE MADE A PART OF THESE NOTES WITH THE SAME FORCE AND EFFECT AS THOUGH HEREIN WRITTEN OUT IN THAT WHEREVER THE DRAWINGS REQUIRE HEAVIER MEMBERS, BETTER QUALITY MATERIALS OR ARE STRINGENT, THOSE MORE STRINGENT REQUIREMENTS SHALL GOVERN. 19. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS, SAMPLES, AND FIXTURE CUT-SHEETS FOR THE ARCHITECT'S REVIEW AS REQUIRED OR INDICATED ON THE DRAWINGS. THE ARCHITECT'S APPROVAL SHALL NOT BE CONSTRUED AS AN INDICATION THAT THE SUBMITTAL IS CORRECT OR SUITABLE NOR THAT THE WORK REPRESENTED BY THE SUBMITTAL COMPLIES WITH THE DRAWINGS, EXCEPT AS TO MATTERS OF FINISH, COLOR, AND OTHER AESTHETIC MATTERS. ACTION NOTED ABOVE DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COORDINATE ALL TRADES AND TO CHECK QUANTITIES AND DIMENSIONS AGAINST CONDITIONS IN THE FIELD. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ALL ERRORS ON THEIR DRAWINGS. 20. THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS COMPLETE WITH MANUFACTURER'S EQUIPMENT CUT-SHEETS, FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 21. WHEN "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYING TERMS ARE USED IT SHALL BE BASED UPON THE REVIEW AND APPROVAL BY CLIENT OR HIS/HER REPRESENTATIVE. NO MATERIAL SUBSTITUTIONS SHALL BE 'MADE WITHOUT FIRST INFORMING CLIENT. SUBMIT SUBSTITUTE MATERIALS SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN WRITING PRIOR TO COMMENCEMENT OF WORK. 22. ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAWINGS AND SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED BY THE CONTRACTOR AT HIS OWN EXPENSE, AND THE SAME SHALL BE REPLACED WITH OTHER MATERIALS OR WORK SATISFACTORY TO THE ARCHITECT. THE CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING THE WORK WHICH MAY BE DISTURBED. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND ACCURATELY LAYING OUT THE WORK AND FOR THE LINES AND MEASUREMENTS HEREIN. THE CONTRACTOR SHALL ESTABLISH NECESSARY REFERENCE LINES AND PERMANENT BENCHMARKS FROM WHICH BUILDING LINES AND ELEVATIONS SHALL BE TAKEN. HEIGHTS OF ALL WORK ,CALLED FOR "A.F.F." INCLUDING BUT NOT LIMITED TO SOFFITS, CEILINGS, DOORS, AND HOLLOW METAL SHALL BE TRUE AND LEVEL WITHIN A TOLERANCE OF 1/8" OVERALL THROUGHOUT THE ENTIRE PROJECT. 24. ALL HVAC, PLUMBING, SPRINKLER AND ELECTRICAL LINES ARE TO BE COORDINATED SO THAT NO CONFLICTS OCCUR. ANY CONFLICTS WHICH RESULT IN A RELOCATION OF A FINISHED SURFACE MUST BE BROUGHT TO THE ATTENTION OF THE OWNER/ARCHITECT/ENGINEER PRIOR TO INSTALLATION. 25. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY COVERING ALL WORK PERFORMED AND EQUIPMENT INSTALLED, FROM THE TIME OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL PROVIDE WRITTEN WARRANTY AT PROJECT COMPLETION (SEE PROJECT MANUEL). 26. THE CONTRACTOR SHALL KEEP THE ARCHITECT INFORMED OF THE PROGRESS OF THE WORK. NO WORK SHALL BE CLOSED OR COVERED UNTIL IT HAS BEEN DULY INSPECTED AND APPROVED. SHOULD UN-INSPECTED WORK BE COVERED THE CONTRACTOR SHALL, AT THEIR OWN EXPENSE, UNCOVER ALL SUCH WORK SO THAT IT CAN BE PROPERLY INSPECTED AND AFTER SUCH INSPECTION, SHALL PROPERLY BE REPAIRED AND REPLACED ALL WORK INTERFERED WITH. 27. ALL WORK SHALL BE SUBJECT TO FINAL INSPECTION BY THE ARCHITECT AND ACCEPTANCE BY THE OWNER. 28. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF WORKERS, PUBLIC, AND PROPERTY. 29. A COPY OF THE LATEST SIGNED AND SEALED SET OF CONSTRUCTION DRAWINGS SHALL BE KEPT AT THE JOB SITE FOR REVIEW BY CLIENT, THEIR REPRESENTATIVES, THE ARCHITECT, OR INSPECTORS. 30. THE CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT ON THE PREMISES AT ALL TIMES WHEN THE WORK IS IN PROGRESS. 31. ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES IN THE STATE OF WASHINGTON. 32. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR OWN WORK WITH THE WORK OF ALL OTHER CONTRACTORS, WHETHER THEIR OWN OR THOSE ON SEPARATE CONTRACT. PRIOR TO COMMENCING WORK, THE GENERAL CONTRACTOR SHALL PROVIDE A WORK SCHEDULE TO SHOW ESTIMATED COMMENCEMENT AND COMPLETION DATES OF EACH TRADE IDENTIFYING ANY LONG LEAD TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING ALL TRADES SUCH INFORMATION, PLANS OR DETAILS AS MAY BE REQUIRED FOR THE PROPER INSTALLATION OF THEIR WORK. ALL MATERIALS SHALL BE ORDERED SUFFICIENTLY AHEAD OF TIME SO THAT WORK CAN PROCEED ON SCHEDULE. WHERE APPLICABLE, NO SUBSTITUTIONS WILL BE ACCEPTED BECAUSE OF FAILURE TO DO SO. 33. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY CONDITION AND KEPT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREAS AT THE END OF EACH WORKING DAY. NO MATERIAL OR DEBRIS STORAGE SHALL BE PERMITTED IN THE STREET OR ON SIDEWALKS AT ANY TIME. 34. ELECTRICAL CLOSETS, PIPE AND DUCT SHAFTS CHASES, FURRED SPACES, CRAWL SPACES, ATTICS, AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE FROM RUBBISH LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIALS, DIRT AND DUST. 35. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR THE EXISTING STRUCTURE, FACILITIES AND IMPROVEMENTS ADJOINING THE AREA UNDER THIS CONTRACT. ANY DISTURBANCE OR DAMAGE TO ADJOINING PROPERTY RESULTING DIRECTLY OR INDIRECTLY FROM THE CONTRACTOR'S OPERATIONS SHALL BE PROMPTLY RESTORED, REPAIRED OR REPLACED TO THE SATISFACTION OF THE CLIENT AT NO ADDITIONAL COST. 36. CLEAN UP IMMEDIATELY UPON COMPLETION OF EACH TRADE'S WORK. CLEANING INCLUDES THE REMOVAL OF TRASH AND RUBBISH FROM THESE AREAS, BROOM CLEANING OF FLOORS, THE REMOVAL OF ANY PLASTER, MORTAR, DUST AND OTHER EXTRANEOUS MATERIALS FROM FINISH SURFACES, INCLUDING BUT NOT LIMITED TO MISCELLANEOUS METAL, WOODWORK, PLASTER, GLASS, GYPSUM DRYWALL, MASONRY, CONCRETE, MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING DUCTWORK, CONDUIT, AND SURFACES VISIBLE AFTER PERMANENT FIXTURES,GRILLES, REGISTERS, AND OTHER SUCH FIXTURES OR DEVICES ARE IN PLACE. 37. CONTRACTOR SHALL PROVIDE ALL OTHER CLEANING AS REQUIRED TO TURN THE PREMISES OVER TO THE OWNER IN A SPOTLESS AND ORDERLY CONDITION. 38. EVERY EFFORT HAS BEEN MADE TO PROVIDE THE MOST ACCURATE AND DETAILED CONSTRUCTION DOCUMENTS AS POSSIBLE BASED ON BUILDING INDUSTRY STANDARDS. CHANGE ORDERS RESULTING ONLY FROM THE FOLLOWING CONDITIONS SHALL BE ALLOWED: A.ANY WRITTEN CHANGE ORDER REQUEST FROM OWNER/ARCHITECT. B.ANY WRITTEN CHANGE ORDER REQUEST FROM ADDITIONAL WORK REQUIRED DUE TO NON-VISIBLE, HIDDEN EXISTING CONDITIONS, WHICH COULD NOT BE ECONOMICALLY EXPOSED AND TAKEN INTO ACCOUNT PRIOR TO ACTUAL DEMOLITION AND/OR CONSTRUCTION. 39. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE BEFORE COMMENCING WORK AND SHALL RESOLVE ANY DISCREPANCIES WITH THE OWNER/ARCHITECT. DO NOT SCALE DRAWINGS; USE WRITTEN DIMENSIONS. 40. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE: THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, NOTES AND SPECIFICATIONS, THE GREATER, MORE STRINGENT REQUIREMENTS SHALL GOVERN. WHERE NO SPECIFIC DETAIL IS SHOWN, IT IS THE INTENTION THAT CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 41. THE SITE SHALL BE EXAMINED AND INSPECTED BY THE CONTRACTOR FOR EXISTING CONDITIONS THAT MAY HAVE A BEARING ON THE WORK. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ERRORS DUE TO FAILURE TO UNDERSTAND EXISTING CONDITIONS. 42. ALL TEMPORARY POWER AND WATER FOR CONSTRUCTION PURPOSES SHALL BE FURNISHED AND PAID FOR AND COORDINATED BY THE CONTRACTOR. 43. THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SAFETY PROCEDURES AND PRECAUTIONS FOR ALL WORKMEN IN COMPLIANCE WITH CURRENT ACCEPTED INDUSTRY AND GOVERNMENT STANDARDS 44. EACH HOUSING UNIT MUST BE RATED BY A QUALIFIED HOME ENERGY RATER, AND ACHIEVE A HERS RATING OF 65 OR BETTER. THE HOMES HAVE BEEN DESIGNED TO MEET OR EXCEED THIS NUMBER AND HAVE BEEN VERIFIED BY A PRELIMINARY ENERGY REPORT. THE THE OWNER WILL PAY FOR THE COST OF THE RATER. CONTRACTOR RESPONSIBLE FOR COORDINATING INSPECTIONS AND MEETING THE 65 RATING AFTER CONSTRUCTION. 45. REFERENCE PROJECT MANUAL FOR FURTHER INFORMATION. SAFETY OF PUBLIC AND PROPERTY 1. INSTITUTE AND MAINTAIN SAFETY MEASURES AND PROVIDE ALL EQUIPMENT OR TEMPORARY CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS AND PROPERTY AFFECTED. 2. STRUCTURES, DEVICES, OR CONSTRUCTION EQUIPMENT SHALL NOT BE LOADED IN EXCESS OF THEIR DESIGN CAPACITY. 3. BEFORE USING CONSTRUCTION EQUIPMENT OR DEVICES, SAME SHALL BE INSPECTED BY THE PERSON SUPERINTENDING THE WORK, AND DEFECTS OR UNSAFE CONDITIONS SHALL BE PROMPTLY CORRECTED BEFORE USE. 4. DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON OR ADJACENT TO SITE. NOTIFY ALL UTILITY COMPANIES AND BUILDING MANAGEMENT AS REQUIRED. 5. MAINTAIN FIRE PREVENTIVE, SANITARY AND SAFETY FACILITIES. 6. ALL MACHINES, TOOLS, SERVICE LINES AND CONDUITS SHALL BE SHIELDED OR BARRICADED TO PROVIDE SAFETY AND PREVENT CONTACT BY THE PUBLIC. 7. NO MATERIALS SHALL BE DROPPED OR THROWN OUTSIDE THE EXTERIOR WALLS OF THE BUILDING. 8. AREAS USED BY THE PUBLIC SHALL BE MAINTAINED FREE FROM DEBRIS, EQUIPMENT & MATERIALS 45.CONTRACTOR TO COORDINATE REQUIRED TESTING AND INSPECTIONS PER GEOTECHNICAL REPORT AND CIVIL DOCUMENTS. COST OF TESTING BY CONTRACTOR. REFERENCE PROJECT MANUEL FOR FURTHER INFORMATION ON GEOTECHNICAL TESTING. DIVISION 2A. SITE WORK - ALL WORK THIS SECTION TO BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.CONTRACTOR SHALL VERIFY LOCATION(S) OF BUILDING PROJECT, DRIVEWAY, VEGETATION AND ALL UTILITIES WITH OWNER AND ALL OTHER PROPER AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL NATURAL GROWTH SHALL REMAIN UNDISTURBED EXCEPT THAT WHICH IS IN THE BUILDING AREA AND NO GROWTH SHALL BE REMOVED WITHOUT PRIOR CONSENT. 3.ALL FINISH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. PROVIDE ADDITIONAL MATERIAL AS REQUIRED FOR PROPER DRAINAGE. 4.SITE EROSION CONTROL REQUIRED. DIVISION 3. CONCRETE - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.SEE STRUCTURAL SHEETS FOR SPECIFICATIONS DIVISION 5. STRUCTURAL STEEL 1.SEE STRUCTURAL SHEETS FOR SPECIFICATIONS DIVISION 6A. ROUGH CARPENTRY 1. SEE STRUCTURAL SHEETS FOR SPECIFICATIONS SPECIFICATIONS - SPECIFICATIONS A001 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 SPECIFICATIONS - DIVISION 6B. FINISH CARPENTRY - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.SHELVING: PROVIDE MEDIUM DENSITY FIBERBOARD SHELVING AT CLOSETS AND PANTRIES, PAINT TO MATCH WALLS. PROVIDE WITH CLOTHES ROD AT BEDROOM & COAT CLOSET LOCATIONS. 2.WALL BASE: 1 2" X 3 1 2" PRE PRIMED FINGERJOINT PINE FLOOR MOLDING. INSTALL WITH MATCHING SHOE BASE. 3.INTERIOR DOOR CASING: 1 2" X 3 1 2" PRE PRIMED FINGERJOINT PINE; COLOR PER OWNER/ARCHITECT. SEE A/403 DETAIL. DIVISION 7A. ROOFING - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION METAL ROOFING : INSTALL STANDING SEAM METAL ROOF PANELS, 16" WIDE WITH 1" HIGH RIBS, DESIGNED TO BE INSTALLED BY LAPPING AND INTERCONNECTING RAISED SIDE EDGES OF ADJACENT PANELS WITH JOINT TYPE INDICATED AND MECHANICALLY ATACHING PANELS TO SUPPORT USING BUILT-IN FLANGE/CLIPS. INCLUDE ALL ACCESSORIES REQUIRED FOR WEATHER TIGHT INSTALLATION. 26 GUAGE THICKNESS. COLOR: AS SELECTED BY OWNER/ARCHITECTFROM MANUFACTURERS FULL RANGE. COLOR: SLATE GREY. a. UNDERLAYMENT - AS REQUIRED BY MANUFACTURER b. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO INSTALL ROOFING SYSTEM AS DETAILED/SPECIFIED. c. ROOFER SHALL SUPPLY AND INSTALL ALL REQUIRED FLASHING, METAL EDGING, ROOF JACKS, ROOF VENTS, ETC. (IF INDICATED) TO PROVIDE A COMPLETE JOB. d. INSTALL ALL ROOFING SYSTEMS IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS AS WELL AS PER LOCAL BUILDING CODES AND INDUSTRY STANDARDS; PROVIDE WRITTEN WARRANTIES. e. MIN. ENERGY EFFICIENCY STANDARDS: SOLAR REFLECTANCE VALUE .20, THERMAL EMITTANCE .75 DIVISION 7B. SIDING - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1. EXTERIOR SIDING & TRIM SYSTEM - JAMES HARDIE, HARDIEPLANK, 8" LAP SIDING AND HARDIEPANEL WITH BATTS. SIDING PER ELEVATIONS AND ARCHITECTURAL DRAWINGS. INSTALL PER ALL MANUFACTURER'S WRITTEN INSTRUCTIONS/ RECOMMENDATIONS. SIDING TO BE FACTORY FINISHED OR FINISHED IN FIELD. USE PRMER ON ALL SURFACES AND APPLY TWO (2) PAINT COATS. COLOR PER PAINT DIAGRAM DETAIL 7/A402. 2. SOFFIT, FASCIA, & TRIM- JAMES HARDIE SOFFIT FASCIA AND TRIM PRODUCTS. FACTORY FINISHED COLOR PAINT DIAGRAM DETAIL 7/A402. 3. GUTTERS & DOWNSPOUTS: RAIN GUTTERS TO BE 5 IN. SEAMLESS (CONTINUOUS), .027 ALUMINUM (EQUAL TO 24 GAUGE GALVANIZED METAL). INSTALL GUTTERS UNDER DRIP EDGE WITH HIDDEN HANGERS. DOWNSPOUTS TO BE 3 IN. X 4 IN., .019 ALUMINUM (EQUAL TO 26 GAUGE GALVANIZED METAL). INSTALL DOWNSPOUTS WITH THREE (3) ALUMINUM ANCHORS EACH MINIMUM. SEAL ALL CORNERS, END CAPS AND JOINTS WITH HIGH GRADE SEALANT. PRE-FINISHED COLOR SELECTION BY OWNER/ARCHITECT FROM MANUFACTURER'S FULL RANGE. PROVIDE 24 IN. X 12 IN. PRE-CAST CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT. LOCATION OF GUTTERS AND DOWNSPOUTS PER PLANS. MUST TERMINATE A MIN. OF 5'-0" FROM THE FOUNDATION WALL AND/OR TIE INTO STORM DRAIN SYSTEM. 4.STONE VENEER SYSTEM- MANUFACTURER: CORONADO STONE PRODUCTS. PRODUCT: 'HONEY LEDGE'. COLOR: GREY QUARTZITE. INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS/RECOMMENDATIONS. DIVISION 7C. SEALANTS - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.ALL EXT. CAULKING AT SIDING/TRIM TO BE TIGHTBOND - WEATHERMASTER SEALANT, SINGLE-COMPONENT, COLOR: MATCH ADJACENT SURFACES. 2.PROVIDE CAULKING AT FOLLOWING LOCATIONS: (NOTE - THIS SCHEDULE IS NOT COMPLETE) CONTROL JOINTS IN ANY MASONRY & CONCRETE SURFACES, BOTH INT. & EXT. PERIMETER OF DOOR AND WINDOW FRAMES, INT. & EXT. PERIMETER OF LOUVERS & GRILLES, INT. & EXT. JOINTS IN EXTERIOR SIDING AND TRIM PENETRATIONS OF EXTERIOR WALLS DIVISION 7D. INSULATION - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.INSTALL INSULATION TO PROVIDE COMPLETE ENCLOSURE OF ALL CONDITIONED SPACES, INCLUDING ALL SHIM SPACES AT DOORS AND WINDOWS IN EXTERIOR WALLS. ROOF/ATTIC ASSEMBLY : R-49 BLOWN CELLULOSE OR BATT INSULATION. EXT. CAVITY WALLS : R-21 BATT INSULATION SLAB : R-10 EXTRUDED POLYSTYRENE (UNDER ENTIRE SLAB) SEAL ALL CRACKS, GAPS, JOINTS, ELECTRICAL BOXES AND ANY OTHER PLACES THAT ALLOW POTENTIAL AIR LEAKAGE PRIOR TO INSTALLATION OF GYPSUM BOARD AND OTHER FINISHES AS RECOMMENDED BY INSULATION MANUFACTURER'S WRITTEN RECOMMENDATIONS. EXTERIOR FOUNDATION INSULATION SHALL HAVE A RIGID, OPAQUE AND WEATHER RESISTANT PROTECTIVE COVERING. INSTALL WEATHERSTRIP & INSULATION AT ALL CRAWL SPACE AND ATTIC HATCHES PER 2012 IECC. NOTE: THE ATTIC MUST BE VENTED IN ACCORDANCE WITH IRC 806.1. 2.INSTALL SOUND ATTENUATION INSULATION IN ALL INTERIOR WALLS AROUND BATHROMS DIVISION 7E. WATERPROOFING - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.PROVIDE AND INSTALL W.R. MEADOWS "MEL-ROL" WATERPROOFING MEMBRANE OR APPROVED EQUAL TO EXTERIOR SIDE OF ALL FOUNDATION WALLS FROM BOTTOM OF FOOTING TO FINISH GRADE, TYPICAL. PROVIDE AND INSTALL ALL PRIMERS AND OTHER PRODUCTS AS REQUIRED. INSTALL PER ALL MANUFACTURER'S WRITTEN RECOMMENDATIONS. 2.REFER TO TYPICAL ARCHITECTURAL DETAILS AND STRUCTURAL DOCUMENTS. DIVISION 7F. HOUSE WRAP - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.PROVIDE AND INSTALL GUARDIAN GUARDWRAP HP OR EQUAL OVER EXTERIOR SHEATHING AS RECOMMENDED BY MANUFACTURER'S WRITTEN INSTRUCTIONS. TAPE ALL SEAMS, TYPICAL. 2.PROVIDE AND INSTALL WINDOW FLASHING SUCH AS TYVEK FLEX WRAP ON ALL SIDES OF ALL WINDOWS. SEE WINDOW FLASHING DETAIL. DIVISION 7G. PEST MANAGEMENT - 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 SEALING METHOD TO PREVENT PEST ENTRY. A RODENT AND CORROSIVE PROOF SCREEN SHALL BE USED FOR ALL OPENINGS GREATER THAN 1/4 INCH. DIVISION 8A. DOORS & DOOR HARDWARE - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.SEE A404 DOOR SCHEDULE NOTES FOR ADDITIONAL DOOR SPECIFICATIONS 2. EXTERIOR DOORS- INSTALL NEW PRE-HUNG DOOR, FIBERGLASS 6 PANEL, WOOD GRAIN TEXTURED 1 3/4" SOLID CORE ENTRY DOORS, CASINGS, TRIM, HARDWARE AND ADA THRESHOLD AS NECESSARY FOR COMPLETE, FINISHED INSTALLATION. INSTALL 1 2" COMMERCIAL SADDLE THRESHOLD WITH BEVELED EDGES. SHALL BE ADA COMPLIANT. A.DOORS TO RECEIVE PASSAGE LATCH, SCHLAGE “F” SERIES LEVER TYPE (ELAN), SINGEL CYLINDER WITH KEY FUNCTION ON THE EXTERIOR SIDE DEADBOLT (B360N), AND ROSE AND TURN (B-360) THUMB OPERATION ON THE INTERIOR SIDE. B.ALL EXTERIOR DOORS TO BE KEYED ALIKE C.PROVIDE MINIMUM (2) KEYS FOR EACH LOCK PER HOUSE 3. INTERIOR DOORS- NEW PRE-HUNG DOOR, 6 PANEL, TEXTURED, PRIMED HARDBOARD DOOR WITH WOOD STYLES & RAILS. MANUFACTURE: JELDWEN OR EQUAL. ALL HARDWARE TO BE LEVER TYPE. INSTALL PRIVACY LOCKS ON BATHROOM DOORS. INSTALL KEYED LOCK ON WATER HEATER CLOSETS, AND NETWORK CLOSET AT COMMUNUTY BUILDING. ALL OTHER DOORS TO RECEIVE PASSAGE LATCHES. 4. ATTIC ACCESS DOOR- CONSTRUCT AN ATTIC DAM AROUND ATTIC ACCESS FRAMING AND INSTALL GASKET (WEATHER STRIPPING) FOR TIGHT SEAL- INSULATE ATTIC SIDE OF ACCESS PANEL WITH RIGID INSULATION (XPS) TO 5. DOOR STOPS- PROVIDE WALL MOUNTED DOOR BUMPERS AT ALL DOORS. FINISH TO MATCH THE DOOR HARDWARE. PROVIDE SOLID BLOCKING IN WALLS TO SECURE BUMPERS. PROVIDE HINGE STOP WHERE WALL BUMPER IMPRACTICAL. DIVISION 8B. EXTERIOR WINDOWS - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 2.SEE A404 WINDOW SCHEDULE FOR ALL WINDOW SPECIFICATIONS. DIVISION 9A. GYPSUM WALL BOARD - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.GYPSUM BOARD: APPLY 5/8" GYPSUM BOARD TO ALL INTERIOR CEILING SURFACES, 1/2" TO ALL WALL SURFACES. APPLY NON-SAG TYPE AT INTERIOR CEILINGS, MOISTURE RESISTANT (MR) PURPLE BOARD IN ALL BATH ROOMS, LAUNDRY AREAS/ROOMS, AND BEHIND ALL KITCHEN SINKS & DISHWASHERS. USE TYPE X GYPSUM BOARD FOR ALL FIRE RATED WALL CONSTRUCTION. 2.THE INSTALLATION OF VAPOR BARRIER DIRECTLY BEHIND MOISTURE RESISTANT GYPSUM BOARD IS PROHIBITED BY CODE, 2012 IBC. DIVISION 9B. PAINT - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION. SEE A405 SCHEDULE FOR ALL LOCATIONS 1.ALL INTERIOR DRYWALL SURFACES TO BE PAINTED AND DOORS/TRIM WITH MATERIALS AS MANUFACTURED BY SHERWIN WILLIAMS "INTERIOR ACRYLIC LATEX LOW LUSTRE D17-150 SERIES", OR APPROVED EQUAL. EXTERIOR 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. ALL SURFACES AT BATHROOMS, KITCHENS & LAUNDRY ROOMS SHALL CREATE DURABLE, CLEANABLE SURFACES - COORDINATE WITH PAINT MANUFACTURER FOR RECOMMENDATION. 2.EXTERIOR SIDING & TRIM: FACTORY FINISHED BY MANUFACTURER, COLOR SELECTED BY OWNER/ARCHITECT. 3.EXTERIOR DOORS, WOOD TRIM AND PANELING- PREP, CAULK AND PRIMER ALL SURFACES (WHICH ARE NOT PRE-PRIMED) AND APPLY TWO (2) COATS SEMI-GLOSS, ACRYLIC PAINT, COLOR BY OWNER/ARCHITECT SELECTION. 4.INTERIOR WALLS AND CEILINGS- APPLY CEILING AND WALL TEXTURE, TO BE LIGHT ORANGE PEEL THROUGHOUT, TYPICAL. PREP AND APPLY TWO (2) COATS EGG SHELL, COLOR: PER OWNER/ARCHITECT. 5.INTERIOR DOORS, SHELVES & TRIM- PREP, CAULK, PRIMER AND APPLY TWO (2) COATS SEMI-GLOSS, COLOR: PER OWNER/ARCHITECT. DIVISION 9C. FLOORING - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION 1. FLOORING - PROVIDE & INSTALL LAMINATE PLANK FLOORING - MANUFACTURER "SHAW, VALORE PLANK." COLOR PER OWNER/ARCHITECT OR APPROVED EQUAL TYPICAL THROUGHOUT. FULLY PREP AND INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS/RECOMMENDATIONS, TYPICAL. 2. FLOORING - PROVIDE & INSTALL RESILIENT SHEET FLOORING - MANUFACTURER "SHAW, GENESIS." COLOR PER OWNER/ARCHITECT OR APPROVED EQUAL TYPICAL THROUGHOUT. FULLY PREP AND INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS/RECOMMENDATIONS, TYPICAL. 3. STAIR FLOORING - PROVIDE & INSTALL LAMINATE PLANK FLOORING TREADS - MANUFACTURER "SHAW, VALORE PLANK TREADZ SYSTEM". COLOR PER ARCHITECT/OWNER OR APPROVED EQUAL. PREP AND INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS/RECOMMENDATIONS, TYPICAL. 3. SHOWER TILE - SHOWERS: RECESS CONCRETE SHOWER FLOOR 3.5" COMPACT SHOWER FLOOR SUBSURFACE FOR A 2% GRADE FOR PROPER DRAINAGE. TILE FOR SHOWER FLOOR AND WALLS SHALL BE STATFORD 2" X 2" BLEND MOSAIC SD95. GROUT TO BE CUSTOM BUILDING PRODUCTS #122 LINEN. DIVISION 11A. CASEWORK - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.LAYOUT AS INDICATED IN DRAWINGS. CABINETS IN KITCHEN, BATHROOMS AND BUILT-IN LINEN TO BE HUD HEAVY- USE RATED - ALL PLYWOOD CONSTRUCTION- INCLUDING FACE FRAME AND TOE KICK, NO MDF OR PARTICLE BOARD WILL BE ACCEPTED. SOLID WOOD STAIN-GRADE SHAKER NATURAL MAPLE DOORS WITH RECESSED PANEL OVER PARTIAL OVERLAY DESIGN AND FULL EXTENSION DRAWERS W/ SOFT CLOSE DRAWER CLOSURES. DOOR HINGES TO BE CONCEALED AND SELF-CLOSING. ADJUSTABLE SHELVING TO BE PROVIDED WITH RAILS AND METAL PILASTER SHELF SUPPORTS. RECESSED PANEL STYLE AND WOOD STAIN FINISH, COLOR: DARK STAIN, TBD BY OWNER/ACHITECT, INCLUDE FINISH SAMPLES IN SUBMITTAL. PROVIDE SAMPLE AND SUBMITTAL OF COMPLIANT DRAWER PULL HANDLES. INSTALL PER MANUFACTURERS DIRECTIONS INCLUDING SOLID WOOD BLOCKING WHERE REQUIRED. CABINETS TO HAVE MINIMUM OF 7 YEARS FINISH AND MATERIAL WARRANTY AGAINST DEFECTS IN WORKMANSHIP. 2.PLANS VARY - ACTUAL DIMENSIONS AND LAYOUTS SHOULD BE FULLY REVIEWED AND FIELD VERIFIED PRIOR TO ORDERING/INSTALLATION. 3.COUNTERTOPS: 4” INTEGRAL BACKSPLASH AND CASCADE EDGES. INSTALL SIDE SPLASHES IN ALL CORNER LOCATIONS, AS REQUIRED. 'WILSONART' STANDARD LAMINATES, COLOR PER OWNER/ARCHITECT OR APPROVED EQUAL. 4.PROVIDE ADA FRONT APPROACH ASSESSABLE CABINET AT THE KITCHEN SINK AND BATHROOM VANITIES AT ADA UNTIS. NOTE: ALL KITCHEN CABINETS TO BE ADA HEIGHT CABINETS THAT ARE BLOCKED UP TO STANDARD HEIGHT FOR COUNTER TOP INSTALL. (THIS WILL ALLOW FOR EASIER CONVERSION TO FULL ADA UNITS IN THE FUTURE) DIVISION 11B. APPLIANCES - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.ALL APPLIANCES SHALL BE ENERGY STAR RATED AND ADA COMPLIANT 2.REFRIGERATOR: GENERAL ELECTRIC GIE18ETHWW 18.2 CU. FT. ENERGY STAR RATED WITH ICE-MAKER. HINGE SIDE FOR PROPER ACCESS FROM KITCHEN, WHITE. 2.ELECTRIC RANGE: GENERAL ELECTRIC JB460DMWW, SELF-CLEANING, WHITE 3.RANGE HOOD: GENERAL ELECTRIC JV338HWW, 30" WIDE, WHITE, VENTED THROUGH ROOF. 4.WASHER: GENERAL ELECTRIC GFW430SSMWW, FRONT LOAD, 4.4 CU. FT. ENERGY STAR, WHITE. 5.DRYER: GENERAL ELECTRIC GFD43ESSMWW, FRONT LOAD, 7.5 CU. FT. ENERGY STAR, WHITE. 6.DISHWASHER: GENERAL ELECTRIC GDF640HSMSS, 24" WIDE, ENERGY STAR RATED, WHITE. DIVISION 11C. BATH ACCESSORIES (EACH TOILET ROOM) - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.MIRRORS- (1) EACH PER BATHROOM, CENTERED ABOVE LAVATORY WIDTH OF VANITY BELOW. ALL ADA UNITS: ONE (1) EACH, ADA COMPLIANT, AS REQUIRED FOR ACCESSIBILITY. 2.TOWEL BAR- ONE (1) EACH TOILET ROOM - 24” SURFACE MOUNTED, FINISH: SATIN NICKEL. 'STONE HARBOR' TOWEL BAR #MP24240 OR EQUAL. 3.TOILET PAPER HOLDER- ONE (1) EACH, CONCEALED SURFACE MOUNTED, FINISH: SATIN NICKEL. 'STONE HARBOR' #MP42060, OR EQUAL. 4.ROBE HOOK - ONE (1) EACH TOILET ROOM, CONCEALED SURFACE MOUNTED, FINISH: SATIN NICKEL. 'STONE HARBOR' #MP4202, OR EQUAL 5.SHOWER CURTAIN ROD- ONE (1) AT EACH SHOWER OR TUB ENCLOSURE, COLOR: SILVER/NICKEL. FASTEN TO WALL. 6.GRAB BARS AT ADA WATER CLOSETS - 1 1/2" DIAMETER, CONCEALED MOUNT, TYPE 304, 18 GAUGE STAINLESS STEEL, ADA APPROVED 'FRANKLIN BRASS' CENTURIAN # 5642PSBS (42"), #5636PSBS (36") & #5618PSBS (18") OR EQUIVALENT. INSTALL PER MANUFACTURERS SPECIFICATIONS AND INSTALL WALL BLOCKING AS REQ'D PER UNIVERSAL DESIGN CHECKLIST AND ADA ACCESSIBILITY GUIDELINES. 7.INSTALL WOOD BLOCKING FOR INSTALLAION OF ALL TOWEL BARS, TOILET PAPER HOLDERS, & ROBE HOOKS. DIVISION 12. FURNISHINGS - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1.WINDOW TREATMENTS: INSTALL ONE VINYL MINI BLIND AT EACH EXTERIOR WINDOW - MANUFACTURER/COLOR OR APPROVED EQUAL PER OWNER/ARCHITECT. 2.PARK BENCH: TREX OUTDOOR FIVE FOOT BENCH. "YACHT CLUB" MODEL #TXB60 3.PARK TRASH CAN: OUTDOOR PERFORATED METAL TRASH RECEPTACLE (32 GALLON) WITH RAIN BONNET LID. "ULTRA PLAY", MODEL #43060. 4.CLUSTER MAIL DELIVERY BOX: PROVIDE AND INSTALL CLUSTER BOX UNITS AND CONCRETE PAD. "SALSBURY" MODEL #3316, TYPE III: 16 A-SIZE COMPARTMENTS, 1 OUTGOING MAIL RECEPTACLE, 2 PARCEL LOCKERS. CLUSTER BOX UNITS MUST BE AN OFFICIALLY LICENSED PRODUCT OF THE USPS. FINISH/COLOR TBD BY OWNER/ARCHITECT THROUGH SUBMITTAL. DIVISION 22. PLUMBING - REFER TO MECHANICAL DRAWINGS DIVISION 23. MECHANICAL - REFER TO MECHANICAL DRAWINGS DIVISION 26. ELECTRICAL - REFER TO ELECTRICAL DRAWINGS DIVISION 32. TURF & GRASSES - CONTRACTOR TO PROVIDE FULL SUBMITTALS FOR ALL ITEMS THIS SECTION 1. PROPERLY GRADE ALL DISTURBED AREAS OF CONSTRUCTION SITE AND NO LESS THAN 25' AROUND PERIMETER 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. 2. (IF OWNER SELECTS) EVENLY DISTRIBUTE SEED AT ALL DISTURBED SOIL. COVER WELL WITH AN EVENLY DISTRIBUTED LAYER OF STRAW. SATURATE SEED WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING. DURING FIRST WEEK, WATER DAILY. 3. (IF OWNER SELECTS) SEEDING: SEED TO BE OF NATIVE SPECIES AND REQUIRE LOW WATER/MAINTENANCE. ALL SEED SHALL BE A NATIVE OR ADAPTIVE SPECIES TO THE REGION. HARVEST, DELIVER, STORE, AND PLANT SEED PER MANUFACTURERS/SPECIES REQUIREMENTS. SPECIFICATIONS - SPECIFICATIONS A002 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 ADA NOTES AN1 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 RESIDENTIAL 2010 ADA STANDARDS FOR DESIGN - SUMMARY 206 ACCESSIBLE ROUTES 206.2.1-.4 AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS AND SIDEWALKS, PUBLIC TRANSPORTATION STOPS, ACCESSIBLE BUILDINGS AND FACILITIES AND SPACES TO THE ACCESSIBLE BUILDING OR ENTRANCE THEY SERVE. ONE ACCESSIBLE ROUTE SHALL CONNECT THE ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING. 208.3.2 REQUIRED ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO THE RESIDENTIAL DWELLING UNIT ENTRANCE THEY SERVE. 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. 302 FLOOR OR GROUND SURFACES 302.1 GENERAL. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT AND SHALL COMPLY WITH 302. 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 A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE ½ “ MAX. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303. 302.3 OPENINGS. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN ½” DIAMETER EXCEPT AS ALLOWED IN 407.4.3, 409.4.3, 410.4, 810.5.3 AND 810.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 303 CHANGES IN LEVEL 303.2 VERTICAL. CHANGES IN LEVEL OF ¼” HIGH MAX SHALL BE PERMITTED TO BE VERTICAL. 303.3 BEVELED. CHANGES IN LEVEL BETWEEN ¼” HIGH MIN AND ½” HIGH MAX SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 303.4 RAMPS. CHANGES IN LEVEL GREATER THAN ½ “ HIGH SHALL BE RAMPED, AND SHALL COMPLY WITH 405 OR 406. 304 TURNING SPACE 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. 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 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 COMPLYING WITH 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. 304.4 DOOR SWING. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. FOR FULL DESCRIPTIONS AND ADDITIONAL INFORMATION, REFERENCE 9/15/2010 ADA STANDARDS FOR DESIGN FOR LOCATIONS OF ADA UNITS, SEE SITE PLAN 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 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 EXCEEDS 20” THE HIGH FORWARD REACH SHALL BE 44” MAX AND THE REACH DEPTH SHALL BE 25” MAX. 308.3 SIDE REACH 308.3.1 UNOBSTRUCTED. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48” MAX AND THE LOW SIDE REACH SHALL BE 15” MIN ABOVE THE FINISH FLOOR OR GROUND. EXCEPTIONS: 1. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION IS 10 “ (255 MM) MAX. 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, 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” MAX. WHERE THE REACH DEPTH EXCEEDS 10” THE HIGH SIDE REACH SHALL BE 46” MAX FOR A REACH DEPTH OF 24” MAX. 309 OPERABLE PARTS 309.2 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE PROVIDED. 309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN 308. 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 ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. 400 ACCESSIBLE ROUTES 403 WALKING SURFACES 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. 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 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 THAT ARE 48” LONG MIN AND 36” WIDE MIN 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 APPROACHING THE TURN, 48” MIN AT THE TURN AND 42 “ MIN LEAVING THE TURN. EXCEPTION: WHERE THE CLEAR WIDTH AT THE TURN IS 60” MIN COMPLIANCE WITH 403.5.2 SHALL NOT BE REQUIRED. 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 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 T-SHAPED SPACE EXTEND 48 INCHES (1220 MM) MINIMUM BEYOND THE INTERSECTION. 404 DOORS, DOORWAYS, AND GATES 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. 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 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 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 FLOOR OR GROUND SHALL NOT EXCEED 4”. 404.2.4 MANEUVERING CLEARANCES. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. TABLE 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES 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 PARTS OF SUCH HARDWARE SHALL BE 34” MIN AND 48” MAX ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. EXCEPTIONS: 1. EXISTING LOCKS SHALL BE PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS WITHOUT STILES, EXISTING OVERHEAD ROLLING DOORS OR GRILLES, AND SIMILAR EXISTING DOORS OR GRILLES THAT ARE DESIGNED WITH LOCKS THAT ARE ACTIVATED ONLY AT THE TOP OR BOTTOM RAIL. 2.ACCESS GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS, AND HOT TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON SELF-LATCHING DEVICES AT 54” MAX ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES AND OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR INTEGRAL COMBINATION LOCK. 404.2.8 CLOSING SPEED. 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. 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 THE CLOSED POSITION IN 1.5 SECONDS MIN 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 PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1.INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAX. 2.SLIDING OR FOLDING DOORS: 5 POUNDS MAX. 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 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 1/16 “OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS: 1. SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.10. 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 HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10” BOTTOM SMOOTH SURFACE HEIGHT REQUIREMENT. 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. 4.EXISTING DOORS AND GATES WITHOUT SMOOTH SURFACES WITHIN 10” OF THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO PROVIDE SMOOTH SURFACES COMPLYING WITH 404.2.10 PROVIDED THAT IF ADDED KICK PLATES ARE INSTALLED, CAVITIES CREATED BY SUCH KICK PLATES ARE CAPPED. 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 THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43” MAX ABOVE THE FINISH FLOOR. 405 RAMPS 405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. EXCEPTION: IN EXISTING SITES, BUILDINGS, AND FACILITIES, RAMPS SHALL BE PERMITTED TO HAVE RUNNING SLOPES STEEPER THAN 1:12 COMPLYING WITH TABLE 405.2 WHERE SUCH SLOPES ARE NECESSARY DUE TO SPACE LIMITATIONS. TABLE 405.2 MAX RAMP SLOPE AND RISE FOR EXISTING SITES, BUILDINGS, AND FACILITIES TYPE OF USE MIN.MANEUVERING CLEARANCE APPROACH DIRECTION DOOR OR GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (BEYOND LATCH SIDE, U.N.O.) FROM FRONT FROM FRONT FROM HINGE SIDE FROM HINGE SIDE FROM HINGE SIDE FROM LATCH SIDE FROM LATCH SIDE PULL PUSH PULL PULL PUSH PULL PUSH 60" 48" 60" 54" 42" 48" 42" 18" 0" 36" 42" 22" 24" 24" 2 4 4 1 3 1.ADD 12" IF CLOSER AND LATCH ARE PROVIDED. 2.ADD 6" IF CLOSER AND LATCH ARE ROVIDED. 3.BEYOND HINGE SIDE. 4.ADD 6" IF CLOSER IS PROVIDED. 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 DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.4.2. TABLE 404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS AND MANUAL FOLDING DOORS TYPE OF USE MIN.MANEUVERING CLEARANCE APPROACH DIRECTION PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (BEYOND LATCH SIDE, U.N.O.) FROM FRONT FROM SIDE FROM POCKET/HINGE FROM STOP/LATCH SIDE 48" 42" 42" 42" 0" 0" 22" 24" 1 2 1.DOORWAY WITH NO DOOR ONLY. 2.BEYOND POCKET/HINGE SIDE 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 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. 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 ADJACENT TO THE DOORWAY. THIS PROVISION MUST BE APPLIED WHEREVER DOORS ARE RECESSED. 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. EXCEPTIONS: 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 2.CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 404.2.5 SHALL BE PERMITTED. 404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE ½ “ HIGH MAX. EXCEPTION: EXISTING OR ALTERED THRESHOLDS ¾” HIGH MAX THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.5. 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 OR GATES SWINGING INTO THE SPACE. 405.3 CROSS SLOPE. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. 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. 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 405.6 RISE. THE RISE FOR ANY RAMP RUN SHALL BE 30” MAX. 405.7 LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. 405.7.1 SLOPE. LANDINGS SHALL COMPLY WITH 302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 405.7.2 WIDTH. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. 405.7.3 LENGTH. THE LANDING CLEAR LENGTH SHALL BE 60” LONG MIN 405.7.4 CHANGE IN DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60”X60” MIN 405.8 HANDRAILS. RAMP RUNS WITH A RISE GREATER THAN 6” SHALL HAVE HANDRAILS COMPLYING WITH 505. 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 LANDINGS. EXCEPTIONS: 1.EDGE PROTECTION SHALL NOT BE REQUIRED ON RAMPS THAT ARE NOT REQUIRED TO HAVE HANDRAILS AND HAVE SIDES COMPLYING WITH 406.3. 2.EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS SERVING AN ADJOINING RAMP RUN OR STAIRWAY 3.EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS HAVING A VERTICAL DROP-OFF OF ½“ MAX WITHIN 10” HORIZONTALLY OF THE MIN LANDING AREA SPECIFIED IN 405.7. 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 HANDRAIL COMPLYING WITH 505. 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 WITHIN 4” OF THE FINISH FLOOR OR GROUND SURFACE. 405.10 WET CONDITIONS. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 504 STAIRWAYS 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” HIGH MAX. TREADS SHALL BE 11” DEEP MIN 504.3 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED. 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 THAN 1:48. 504.5 NOSINGS. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE ½” 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 PROJECTION OF THE NOSING SHALL EXTEND 1½” MAX OVER THE TREAD BELOW. 504.6 HANDRAILS. STAIRS SHALL HAVE HANDRAILS COMPLYING WITH 505. 504.7 WET CONDITIONS. STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. SLOPE MAX RISE STEEPER THAN 1:10, BUT LESS THAN 1:8 STEEPER THAN 1:12, BUT LESS THAN 1:10 3" 6" 307 PROTRUDING OBJECTS 307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27” AND NOT MORE THAN 80”ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 “ MAX HORIZONTALLY INTO THE CIRCULATION PATH. 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 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 THAN 12” THE LOWEST EDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 27” MAX OR 80” MIN ABOVE THE FINISH FLOOR OR GROUND. 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” HIGH. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE LOCATED 27” MAX ABOVE THE FINISH FLOOR OR GROUND. 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 FINISH FLOOR OR GROUND. 306 KNEE AND TOE CLEARANCE 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 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. 306.2 TOE CLEARANCE. 306.2.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9” ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH 306.2. 306.2.2 MAX DEPTH. TOE CLEARANCE SHALL EXTEND 25” MAX UNDER AN ELEMENT. 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. 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 TOE CLEARANCE. 306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30” WIDE MIN FIGURE 305.5 CLEAR FLOOR SPACE FIGURE 306.3 KNEE CLEARANCE 305 CLEAR FLOOR OR GROUND SPACE 305.5 POSITION. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. 305.6 APPROACH. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. 305.7 MANEUVERING CLEARANCE. 305.7.1 FORWARD APPROACH. ALCOVES SHALL BE 36” WIDE MIN WHERE THE DEPTH EXCEEDS 24”. 305.7.2 PARALLEL APPROACH. ALCOVES SHALL BE 60” WIDE MIN WHERE THE DEPTH EXCEEDS 15”. 306.3 KNEE CLEARANCE. 306.3.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN 9” AND 27” ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH 306.3. 306.3.2 MAX DEPTH. KNEE CLEARANCE SHALL EXTEND 25” MAX UNDER AN ELEMENT AT 9” ABOVE THE FINISH FLOOR OR GROUND. 306.3.3 MIN REQUIRED DEPTH. WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11” DEEP MIN AT 9” ABOVE THE FINISH FLOOR OR GROUND, AND 8” DEEP MIN AT 27” ABOVE THE FINISH FLOOR OR GROUND. 306.3.4 CLEARANCE REDUCTION. BETWEEN 9” AND 27” ABOVE THE FINISH FLOOR OR GROUND, THE KNEE CLEARANCE SHALL BE PERMITTED TO REDUCE AT A RATE OF 1” IN DEPTH FOR EACH 6” IN HEIGHT. 306.3.5 WIDTH. KNEE CLEARANCE SHALL BE 30” WIDE MIN ADA NOTES AN2 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 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 505 HANDRAILS 505.2 WHERE REQUIRED. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS WITH A RISE GREATER THAN 6”. 505.3 CONTINUITY. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. 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. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. 505.5 CLEARANCE. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1½” MIN 505.6 GRIPPING SURFACE. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1½” MIN BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. EXCEPTIONS: 1. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH SLOPES NOT STEEPER THAN 1:20, THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL BE PERMITTED TO BE OBSTRUCTED ALONG THEIR ENTIRE LENGTH WHERE THEY ARE INTEGRAL TO CRASH RAILS OR BUMPER GUARDS. 2.THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8” FOR EACH ½” OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4”. 505.7.1 CIRCULAR CROSS SECTION. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1¼ “ MIN AND 2” MAX. 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 6¼ “ MAX, AND A CROSS-SECTION DIMENSION OF 2¼” MAX. 505.8 SURFACES. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. 505.9 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 505.10 HANDRAIL EXTENSIONS. HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN ACCORDANCE WITH 505.10. 1.EXTENSIONS SHALL NOT BE REQUIRED FOR CONTINUOUS HANDRAILS AT THE INSIDE TURN OF SWITCHBACK OR DOGLEG STAIRS AND RAMPS. 3.IN ALTERATIONS, FULL EXTENSIONS OF HANDRAILS SHALL NOT BE REQUIRED WHERE SUCH EXTENSIONS WOULD BE HAZARDOUS DUE TO PLAN CONFIGURATION. 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 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. 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 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 ADJACENT STAIR FLIGHT. 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 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 CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 603 TOILET AND BATHING ROOMS 603.2 CLEARANCES. 603.2.1 TURNING SPACE. TURNING SPACE COMPLYING WITH 304 SHALL BE PROVIDED WITHIN THE ROOM. 603.2.2 OVERLAP. REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. 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 THE REQUIRED TURNING SPACE. EXCEPTIONS: 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 THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. 603.3 MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40” MAX ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35” MAX ABOVE THE FINISH FLOOR OR GROUND. 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” MAX ABOVE THE FINISH FLOOR. 604 WATER CLOSETS AND TOILET COMPARTMENTS 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 16” MIN TO 18” MAX FROM THE SIDEWALL OR PARTITION. 604.3 CLEARANCE. CLEARANCES AROUND WATER CLOSETS AND IN TOILET COMPARTMENTS SHALL COMPLY WITH 604.3. 604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE 60” MIN MEASURED PERPENDICULAR FROM THE SIDEWALL AND 56” MIN MEASURED PERPENDICULAR FROM THE REAR WALL. 604.3.2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, 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: IN RESIDENTIAL DWELLING UNITS, A LAVATORY COMPLYING WITH 606 SHALL BE PERMITTED ON THE REAR WALL 18” MIN FROM THE WATER CLOSET CENTERLINE WHERE THE CLEARANCE AT THE WATER CLOSET IS 66” MIN MEASURED PERPENDICULAR FROM THE REAR WALL. 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 SPRUNG TO RETURN TO A LIFTED POSITION. 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 ON THE REAR WALL. 2.IN RESIDENTIAL DWELLING UNITS, GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN TOILET OR BATHROOMS PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH 604.5. 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. 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 THE OTHER SIDE. 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. 606 LAVATORIES AND SINKS 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 SHALL BE PROVIDED. EXCEPTIONS: 1.A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED AND TO WET BARS. 3.IN RESIDENTIAL DWELLING UNITS, CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND KITCHEN SINK PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET: (a)THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE; (b)THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND (c)THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. 6.THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES. 7.NO MORE THAN ONE BOWL OF A MULTI-BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH 306. 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 GROUND. EXCEPTIONS: 2.IN RESIDENTIAL DWELLING UNIT KITCHENS, SINKS THAT ARE ADJUSTABLE TO VARIABLE HEIGHTS, 29” MIN AND 36” MAX, SHALL BE PERMITTED WHERE ROUGH-IN PLUMBING PERMITS CONNECTIONS OF SUPPLY AND DRAIN PIPES FOR SINKS MOUNTED AT THE HEIGHT OF 29”. 606.4 FAUCETS. CONTROLS FOR FAUCETS SHALL COMPLY WITH 309. HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN 606.5 EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 607 BATHTUBS 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 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 EXTEND 12” MIN BEYOND THE WALL AT THE HEAD END OF THE BATHTUB. 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. 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. EXCEPTIONS: 2.IN RESIDENTIAL DWELLING UNITS, GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN BATHTUBS LOCATED IN BATHING FACILITIES PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH 607.4. 607.4.1 BATHTUBS WITH PERMANENT SEATS. FOR BATHTUBS WITH PERMANENT SEATS, GRAB BARS SHALL BE PROVIDED IN ACCORDANCE WITH 607.4.1. 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” 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. 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. 607.4.2 BATHTUBS WITHOUT PERMANENT SEATS. FOR BATHTUBS WITHOUT PERMANENT SEATS, GRAB BARS SHALL COMPLY WITH 607.4.2. 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 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 CONTROL END WALL. 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. 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. 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 BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE CENTERLINE OF THE WIDTH OF THE BATHTUB. CONTROLS SHALL COMPLY WITH 309.4. 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 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 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 DELIVER WATER THAT IS 120°F MAX. 607.7 BATHTUB ENCLOSURES. ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS, FAUCETS, SHOWER AND SPRAY UNITS OR OBSTRUCT TRANSFER FROM 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. 608 SHOWER COMPARTMENTS 608.2 SIZE AND CLEARANCES FOR SHOWER COMPARTMENTS. SHOWER COMPARTMENTS SHALL HAVE SIZES AND CLEARANCES COMPLYING WITH 608.2. 608.2.1 TRANSFER TYPE SHOWER COMPARTMENTS. TRANSFER TYPE SHOWER COMPARTMENTS SHALL BE 36” X 36” CLEAR INSIDE DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES AND SHALL HAVE A 36” WIDE MIN ENTRY ON THE FACE OF THE SHOWER COMPARTMENT. CLEARANCE OF 36” WIDE MIN X 48” LONG MIN MEASURED FROM THE CONTROL WALL SHALL BE PROVIDED. 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 DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES AND SHALL HAVE A 60“ WIDE MIN ENTRY ON THE FACE OF THE SHOWER COMPARTMENT. 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. 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 CLEARANCE ADJACENT TO THE CONTROLS OR, WHERE PROVIDED, NOT ON THE SIDE OF THE CLEARANCE ADJACENT TO THE SHOWER SEAT. 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. 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. EXCEPTIONS: 2.IN RESIDENTIAL DWELLING UNITS, GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN SHOWERS LOCATED IN BATHING FACILITIES PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH 608.3. 608.3.1 TRANSFER TYPE SHOWER COMPARTMENTS. IN TRANSFER TYPE COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ACROSS THE CONTROL WALL AND BACK WALL TO A POINT 18” FROM THE CONTROL WALL. 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 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ON THREE WALLS. GRAB BARS SHALL BE INSTALLED 6” MAX FROM ADJACENT WALLS. 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 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ON THREE WALLS. GRAB BARS SHALL BE INSTALLED 6” MAX FROM ADJACENT WALLS. 608.3.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS. IN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ON THE BACK WALL AND THE SIDE WALL FARTHEST FROM THE COMPARTMENT ENTRY. GRAB BARS SHALL NOT BE PROVIDED ABOVE THE SEAT. GRAB BARS SHALL BE INSTALLED 6” FROM ADJACENT WALLS. 608.4 SEATS. IN RESIDENTIAL DWELLING UNITS, SEATS SHALL NOT BE REQUIRED IN TRANSFER TYPE SHOWER COMPARTMENTS PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS SO AS TO PERMIT THE INSTALLATION OF SEATS. 608.5 CONTROLS. CONTROLS, FAUCETS, AND SHOWER SPRAY UNITS SHALL COMPLY WITH 309.4. 608.5.1 TRANSFER TYPE SHOWER COMPARTMENTS. IN TRANSFER TYPE SHOWER COMPARTMENTS, THE CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE 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 CENTERLINE OF THE SEAT TOWARD THE SHOWER OPENING. 608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS. IN STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, THE CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT 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 SPRAY UNIT SHALL BE INSTALLED ON THE BACK WALL ADJACENT TO THE SEAT WALL AND SHALL BE LOCATED 27” MAX FROM THE SEAT WALL. 608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS. IN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS, THE CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT 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 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 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 SHALL BE INSTALLED ON THE SIDE WALL FARTHEST FROM THE COMPARTMENT ENTRY. 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 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 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 THAT IS 120°F MAX. 608.7 THRESHOLDS. THRESHOLDS IN ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE ½” HIGH MAX IN ACCORDANCE WITH 303. IN TRANSFER TYPE SHOWER COMPARTMENTS, THRESHOLDS ½” HIGH MAX SHALL BE BEVELED, ROUNDED, OR VERTICAL. EXCEPTION: A THRESHOLD 2” HIGH MAX SHALL BE PERMITTED IN TRANSFER TYPE SHOWER COMPARTMENTS IN EXISTING FACILITIES WHERE PROVISION OF A ½” HIGH THRESHOLD WOULD DISTURB THE STRUCTURAL REINFORCEMENT OF THE FLOOR SLAB. 608.8 SHOWER ENCLOSURES. ENCLOSURES FOR SHOWER COMPARTMENTS SHALL NOT OBSTRUCT CONTROLS, FAUCETS, AND SHOWER SPRAY UNITS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. 609 GRAB BARS 609.2 CROSS SECTION. GRAB BARS SHALL HAVE A CROSS SECTION COMPLYING WITH 609.2.1 OR 609.2.2. 609.2.1 CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1¼” MIN AND 2” MAX. 609.2.2 NON-CIRCULAR CROSS SECTION. GRAB BARS WITH NON-CIRCULAR CROSS SECTIONS SHALL HAVE A CROSS-SECTION DIMENSION OF 2” MAX AND A PERIMETER DIMENSION OF 4” MIN AND 4.8” MAX. 609.3 SPACING. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1½”. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1½” MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12” MIN. EXCEPTION: THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE 1½” MIN. 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 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. 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 ROUNDED EDGES. 609.6 FITTINGS. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 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 REQUIRED CLEAR FLOOR SPACE. 609.8 STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. 610 SEATS 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 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 AND SHALL EXTEND FROM THE BACK WALL TO OR BEYOND THE OUTER EDGE OF THE BATHTUB. 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 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 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, 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 17 “ MIN AND 19 “ MAX ABOVE THE BATHROOM FINISH FLOOR. SEATS SHALL COMPLY WITH 610.3.1 OR 610.3.2. 610.3.1 RECTANGULAR SEATS. THE REAR EDGE OF A RECTANGULAR SEAT SHALL BE 2½" MAX AND THE FRONT EDGE 15” MIN AND 16” MAX FROM THE SEAT WALL. THE SIDE EDGE OF THE SEAT SHALL BE 1½ “ MAX FROM THE ADJACENT WALL. 610.3.2 L-SHAPED SEATS. THE REAR EDGE OF AN L-SHAPED SEAT SHALL BE 2½” MAX AND THE FRONT EDGE 15” MIN AND 16” MAX FROM THE SEAT WALL. THE REAR EDGE OF THE “L” PORTION OF THE SEAT SHALL BE 1½” MAX FROM THE WALL AND THE FRONT EDGE SHALL BE 14” MIN AND 15” MAX FROM THE WALL. THE END OF THE “L” SHALL BE 22” MIN AND 23” MAX FROM THE MAIN SEAT WALL. 610.4 STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. 611 WASHING MACHINES AND CLOTHES DRYERS 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 GROUND SPACE SHALL BE CENTERED ON THE APPLIANCE. 611.3 OPERABLE PARTS. OPERABLE PARTS, INCLUDING DOORS, LINT SCREENS, AND DETERGENT AND BLEACH COMPARTMENTS SHALL COMPLY WITH 309. 611.4 HEIGHT. TOP LOADING MACHINES SHALL HAVE THE DOOR TO THE LAUNDRY COMPARTMENT LOCATED 36” MAX ABOVE THE FINISH FLOOR. FRONT LOADING MACHINES SHALL HAVE THE BOTTOM OF THE OPENING TO THE LAUNDRY COMPARTMENT LOCATED 15” MIN AND 36” MAX ABOVE THE FINISH FLOOR. ADA, SENSORY & UNIVERSAL DESIGN NOTES AN3 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 RESIDENTIAL 2010 ADA STANDARDS FOR DESIGN - CONT. 804 KITCHENS AND KITCHENETTES 804.2 CLEARANCE. WHERE A PASS THROUGH KITCHEN IS PROVIDED, CLEARANCES SHALL COMPLY WITH 804.2.1. WHERE A U-SHAPED KITCHEN IS PROVIDED, CLEARANCES SHALL COMPLY WITH 804.2.2. EXCEPTION: SPACES THAT DO NOT PROVIDE A COOKTOP OR CONVENTIONAL RANGE SHALL NOT BE REQUIRED TO COMPLY WITH 804.2. 804.2.1 PASS THROUGH KITCHEN. IN PASS THROUGH KITCHENS WHERE COUNTERS, APPLIANCES OR CABINETS ARE ON TWO OPPOSING SIDES, OR WHERE COUNTERS, APPLIANCES OR CABINETS ARE OPPOSITE A PARALLEL WALL, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40” MIN PASS THROUGH KITCHENS SHALL HAVE TWO ENTRIES. 804.2.2 U-SHAPED. IN U-SHAPED KITCHENS ENCLOSED ON THREE CONTIGUOUS SIDES, CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 60” MIN. 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 KITCHEN WORK SURFACE THAT COMPLIES WITH 804.3. 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. EXCEPTION: CABINETRY SHALL BE PERMITTED UNDER THE KITCHEN WORK SURFACE PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET: (a)THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE KITCHEN WORK SURFACE; (b)THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND (c)THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. 804.3.2 HEIGHT. THE KITCHEN WORK SURFACE SHALL BE 34” MAX ABOVE THE FINISH FLOOR OR GROUND. EXCEPTION: A COUNTER THAT IS ADJUSTABLE TO PROVIDE A KITCHEN WORK SURFACE AT VARIABLE HEIGHTS, 29” MIN AND 36” MAX, SHALL BE PERMITTED. 804.3.3 EXPOSED SURFACES. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE WORK SURFACE COUNTERS. 804.5 STORAGE. AT LEAST 50 PERCENT OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH 811. 804.6 APPLIANCES. WHERE PROVIDED, KITCHEN APPLIANCES SHALL COMPLY WITH 804.6. 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 GROUND SPACES SHALL BE PERMITTED TO OVERLAP. 804.6.2 OPERABLE PARTS. ALL APPLIANCE CONTROLS SHALL COMPLY WITH 309. EXCEPTIONS: 1. APPLIANCE DOORS AND DOOR LATCHING DEVICES SHALL NOT BE REQUIRED TO COMPLY WITH 309.4. 2.BOTTOM-HINGED APPLIANCE DOORS, WHEN IN THE OPEN POSITION, SHALL NOT BE REQUIRED TO COMPLY WITH 309.3. 804.6.3 DISHWASHER. CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED ADJACENT TO THE DISHWASHER DOOR. THE DISHWASHER DOOR, IN THE OPEN POSITION, SHALL NOT OBSTRUCT THE CLEAR FLOOR OR GROUND SPACE FOR THE DISHWASHER OR THE SINK. 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 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, ABRASIONS, OR ELECTRICAL SHOCK. THE LOCATION OF CONTROLS SHALL NOT REQUIRE REACHING ACROSS BURNERS. 804.6.5 OVENS 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 OVEN DOOR. 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 DOOR. 804.6.5.3 CONTROLS. OVENS SHALL HAVE CONTROLS ON FRONT PANELS. 804.6.6 REFRIGERATOR/FREEZER. COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE 54” MAX ABOVE THE FINISH FLOOR OR GROUND. THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH TO THE SPACE DEDICATED TO A REFRIGERATOR/ FREEZER WITH THE CENTERLINE OF THE CLEAR FLOOR OR GROUND SPACE OFFSET 24” MAX FROM THE CENTERLINE OF THE DEDICATED SPACE. 809 MISC. - RESIDENTIAL DWELLING UNITS 809.2 ACCESSIBLE ROUTES. ACCESSIBLE ROUTES COMPLYING WITH CHAPTER 4 SHALL BE PROVIDED WITHIN RESIDENTIAL DWELLING UNITS IN ACCORDANCE WITH 809.2. EXCEPTION: ACCESSIBLE ROUTES SHALL NOT BE REQUIRED TO OR WITHIN UNFINISHED ATTICS OR UNFINISHED BASEMENTS. 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 ONE ACCESSIBLE ROUTE IS PROVIDED, IT SHALL NOT PASS THROUGH BATHROOMS, CLOSETS, OR SIMILAR SPACES. 809.2.2 TURNING SPACE. ALL ROOMS SERVED BY AN ACCESSIBLE ROUTE SHALL PROVIDE A TURNING SPACE COMPLYING WITH 304. EXCEPTION: TURNING SPACE SHALL NOT BE REQUIRED IN EXTERIOR SPACES 30” MAX IN DEPTH OR WIDTH. 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 COMPLY WITH APPLICABLE REQUIREMENTS OF 603 THROUGH 610. TOILET AND BATHING FIXTURES REQUIRED TO COMPLY WITH 603 THROUGH 610 SHALL BE LOCATED IN THE SAME TOILET AND BATHING AREA, SUCH THAT TRAVEL BETWEEN FIXTURES DOES NOT REQUIRE TRAVEL BETWEEN OTHER PARTS OF THE RESIDENTIAL DWELLING UNIT. 811 STORAGE 811.1 GENERAL. STORAGE SHALL COMPLY WITH 811. 811.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE PROVIDED. 811.3 HEIGHT. STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED IN 308. 811.4 OPERABLE PARTS. OPERABLE PARTS SHALL COMPLY WITH 309. CHAPTER 9: BUILT-IN ELEMENTS 902 DINING SURFACES AND WORK SURFACES 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 CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED. 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28” MIN AND 34” MAX ABOVE THE FINISH FLOOR OR GROUND. STEPLESS ENTRANCES ·AT LEAST ONE STEPLESS ENTRANCE IS ESSENTIAL ·MORE THAN ONE STEPLESS ENTRANCE IS PREFERRED. ·IF ONLY ONE, NOT THROUGH A GARAGE OR FROM A PATIO OR RAISED DECK. ·LEVEL BRIDGES TO UPHILL POINT. ·DRIVEWAY AND GARAGE ELEVATED TO FLOOR LEVEL SO VEHICLES DO THE CLIMBING. ·EARTH BERM AND BRIDGE WITH SLOPING WALK. ·SITE GRADING AND EARTH WORK (WITH FOUNDATION WATERPROOFING) AND SLOPING WALKS AT 1:20 MAXIMUM SLOPE. ENTRANCE FEATURES ·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.) ·POWER DOOR OPERATORS WHENEVER POSSIBLE. ·WEATHER PROTECTION SUCH AS A PORCH, STOOP WITH ROOF, AWNING, LONG ROOF OVERHANG, AND/OR CARPORT. ·BUILT-IN SHELF, BENCH OR TABLE WITH KNEE SPACE BELOW LOCATED OUTSIDE THE DOOR. ·FULL LENGTH SIDELIGHTS, WINDOWS IN DOORS, AND/OR WINDOWS NEARBY. ·WIDE-ANGLE VIEWERS AND TV MONITORS. ·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. INTERIOR CIRCULATION ·AN OPEN PLAN DESIGN. ·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. ·FLUSH THRESHOLDS AT ALL DOORWAYS. ·CLEAR FLOOR SPACE (18” MINIMUM) BESIDE DOOR ON PULL SIDE AT LATCH JAMB. ·CIRCULATION ROUTE 42” MINIMUM WIDTH. ·TURNING SPACE IN ALL ROOMS (5’ DIAMETER). VERTICAL CIRCULATION ·ALL STAIRS SHOULD BE APPROPRIATE WIDTH AND HAVE SPACE AT THE BOTTOM FOR LATER INSTALLATION OF A PLATFORM LIFT, IF NEEDED. ·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 THE TIME OF INITIAL CONSTRUCTION. ·STAIR HANDRAILS TO EXTEND HORIZONTALLY BEYOND TOP AND BOTTOM RISERS. ·STEADY USERS AT TOP AND BOTTOM OF STAIRS BATHROOMS ·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 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 ABOVE. WHEN POSSIBLE, ARRANGE AT LEAST ONE SHOWER CONTROL FOR RIGHT-HAND USE AND ONE FOR LEFT-HAND USE. ·ADEQUATE MANEUVERING SPACE: 60” Ø TURNING SPACE IN THE ROOM AND 30” X 48” CLEAR FLOOR SPACES AT EACH FIXTURE. SPACES MAY OVERLAP. ·CLEAR SPACE (3’) IN FRONT OF AND TO ONE SIDE OF TOILET. ·TOILET CENTERED 18” FROM ANY SIDE WALL, CABINET, OR TUB. ·BROAD BLOCKING IN WALLS AROUND TOILET, TUB, AND SHOWER FOR FUTURE PLACEMENT AND RELOCATION OF GRAB BARS. ·GRAB BARS SHOULD NOT BE STAINLESS STEEL OR CHROME. USE COLORS TO MATCH DECOR. ·LAVATORY COUNTER HEIGHT 32” MINIMUM. ·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 PREVENT CONTACT WITH HOT OR SHARP SURFACES. ·COUNTERTOP LAVATORIES PREFERRED WITH BOWL MOUNTED AS CLOSE TO FRONT EDGE AS POSSIBLE. ·WALL HUNG LAVATORIES ACCEPTABLE WITH APPROPRIATE PIPE PROTECTION. ·PEDESTAL LAVATORIES ARE NOT ACCEPTABLE. ·LONG MIRRORS SHOULD BE PLACED WITH BOTTOM NO MORE THAN 36” ABOVE FINISHED FLOOR AND TOP AT LEAST 72” HIGH. FIXTURE CONTROLS ·OFFSET CONTROLS IN TUB/SHOWER WITH ADJACENT CLEAR FLOOR SPACE. ·SINGLE-LEVER WATER CONTROLS AT ALL PLUMBING FIXTURES AND FAUCETS. ·PRESSURE BALANCED ANTI-SCALD VALVES AT TUBS AND SHOWERS. ·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. ·MIXER VALVE WITH PRESSURE BALANCING AND HOT WATER LIMITER. KITCHENS ·SPACE BETWEEN FACE OF CABINETS AND CABINETS AND WALLS SHOULD BE 48” MINIMUM. ·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 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. ·CONTRASTING COLOR BORDER TREATMENT ON COUNTERTOPS. ·MAKES IT EASIER TO REPAIR DAMAGED EDGES WITHOUT MATCHING ENTIRE COUNTERTOP. ·STRETCHES OF CONTINUOUS COUNTERTOPS PARTICULARLY BETWEEN REFRIGERATOR, SINK, AND STOVE TOP. ·ADJUSTABLE HEIGHT SHELVES IN WALL CABINETS. ·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. ·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. ·SIDE-BY-SIDE REF. WITH PULL OUT SHELVING OR UNDER COUNTER OR DRAWER TYPE REF. INSTALLED ON RAISED PLATFORMS. ·BUILT-IN OVEN WITH KNEE SPACE BESIDE, SET FOR ONE PULL-OUT OVEN RACK AT THE SAME HEIGHT AS ADJACENT COUNTERTOP. ·DROP-IN RANGE WITH KNEE SPACE BESIDE, TOP SET AT 34” ABOVE FINISHED FLOOR. ·DISHWASHER RAISED ON A PLATFORM OR DRAWER UNIT, SO TOP RACK IS LEVEL WITH ADJACENT COUNTERTOP. ·SINGLE-LEVER WATER CONTROLS AT ALL PLUMBING FIXTURES AND FAUCETS. LAUNDRY AREAS ·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. ·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 COUNTER TOPS, SINK, ETC.) STORAGE ·50% OF ALL STORAGE SHOULD BE LESS THAN 54” HIGH. ·ADJUSTABLE HEIGHT CLOSET RODS AND SHELVES. ·POWER OPERATED CLOTHING CAROUSELS. ·MOTORIZED CABINETS THAT RAISE AND LOWER. GARAGES AND CARPORTS ·POWER OPERATED OVERHEAD DOORS. ·8’ MINIMUM DOOR HEIGHT OR ALTERNATE ON-SITE PARKING FOR TALL VEHICLES. ·EXTRA LENGTH AND WIDTH AROUND CARS. ·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. DECKS ·BUILD DECK AT SAME LEVEL AS HOUSE FLOOR. ·KEEP DECK CLEAR OF THE HOUSE AND USE SLATTED DECKING FOR POSITIVE DRAINAGE. HARDWARE ·LEVER DOOR HANDLES ·PUSH PLATES ·LOOP HANDLE PULLS ON DRAWERS AND CABINET DOORS—NO KNOBS ·TOUCH LATCHES ·MAGNETIC LATCHES IN LIEU OF MECHANICAL LOCKS HOME AUTOMATION ·MOTION DETECTOR LIGHT SWITCHES IN GARAGES, UTILITY SPACES, ENTRANCES, AND BASEMENTS. ·REMOTE CONTROLS FOR SELECTED LIGHTS. ·REMOTE CONTROLS FOR HEATING AND COOLING. ·DOORBELL INTERCOMS THAT CONNECT TO PORTABLE TELEPHONES. ·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 ·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. 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. SLIDING DOORS ·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. ·BY PASSING CLOSET DOORS: EACH PANEL SHOULD CREATE AN OPENING AT LEAST 32” CLEAR. UNIVERSAL DESIGN RECOMMENDATIONS (SEE STEPLESS ENTRANCES FOR VISITABLE REQUIREMENTS) 3 SITE PLAN A100 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 n 1. SEE CIVIL DRAWINGS AND ARCHITECTURAL FLOORPLANS FOR ADDITIONAL INFORMATION NOT SHOWN. 2. ADA HOMES AS NOTED ON SITE PLAN. ALL HOME PLANS ARE DESIGNED TO BE ADAPTABLE TO MEET 2010 ADA STANDARDS FOR DESIGN. 3. WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS. 4. CONTRACT MUST BE PROVIDED FOR ON GOING MONITORING SERVICES BY SOILS ENGINEER DURING CONSTRUCTION AND REPORTS PROVIDED INDICATING SOIL CONDITIONS ARE BEING MAINTAINED PER GEOTECH REPORT AND AS REQUIRED BY STRUCTURAL ENGINEER FOR FOUNDATION DESIGN. 5. INSTALL CLEARLY MARKED ADDRESS LABELS AT THE FRONT OF EACH HOME (SEE PROJECT MANUAL) 6. CONCRETE DRIVEWAYS AND SIDEWALKS PER CIVIL 7. CONCRETE C.I.P. CARPORT PARKING AREA PER STRUCTURAL 8. SLOPE FINAL GRADE AWAY FROM HOME PER CIVIL 9. SEE CIVIL SHEET FOR ALL GRADING AND BUILDING LOCATION INFORMATION. 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 GENERAL NOTES 1SITE PLAN Scale: NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 CC LOT #UNIT TYPE BATHS UNIT LIST TOTAL SF SHEET # - ADA - - SENSORY - - - - - - ADA - ADA - NOTES 2 BEDROOM 1.5 BUILDING TYPE 2 BEDROOM 2 BEDROOM 2 BEDROOM 1.5 1.5 1.5 2 BEDROOM 1.5 2 BEDROOM 1.5 2 BEDROOM 1.5 2 BEDROOM 9851.5 A200 SF A300 & A301 SF SF SF SF SF SF SF SF SF SF SF SF 2 BEDROOM 1.5 2 BEDROOM 1.5 2 BEDROOM 1.5 2 BEDROOM 1.5 2 BEDROOM 1.5 SF 2 BEDROOM 1.5 A200 A200 A200 A200 A200 A200 A200 A200 A200 A200 A200 A200 A200 1,868 985 985 985 985 985 985 985 985 985 985 985 985 985 1. CLUSTER MAIL DELIVERY BOX AT COMMUNITY BUILDING (RE SPECIFICATION) KEYNOTES BEDROOM 1 10'-8"x12'-0" KITCHEN 10'-8"X14'-8" BEDROOM 2 10'-11"x11'-0" LIVING/DINING 20'-3"X14'-8" 1 2 BATH LI N E N PA N T R Y COVERED PORCH 11'-6" X 7'-0" CARPORT 13'-0"X20'-0" STORAGE 12'-6"X3'-0" BATHROOM 8'-9"x10'-4" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" +8'-6" A203 1 A203 3 A203 2 A203 4 A204 1 A204 2 15 A204 3 14 PTS SLOPE PTS SLOPE 1REFLECTED CEILING PLAN Scale: 1/4" = 1'-0" TWO BEDROOM RCP A201 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 LP SMARTSIDE SOFFIT BOARD VENTED WHERE ADJ. TO ATTIC AT OUTRIGGERS LEGEND FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. GENERAL NOTES 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 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 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 1/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 1 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 A402 FOR TYP. WALL TYPES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 SLAB- R-10 (UNDER ENTIRE SLAB) 16. PROVIDE PASSIVE RADON SYSTEM PER MEP SHEETS & DETAIL 3/A402 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 CFM/SQ.FT. MAXIMUM 5 AIR CHANGES PER HOUR. A BLOWER DOOR TEST IS REQUIRED BY THE WASHINGTON STATE ENERGY CODE R402.4.1.2 TESTING FOR EACH HOUSING UNIT. TEST TO BE PAID FOR AND COORDINATED BY CONTRACTOR. 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 KEYNOTES 1 FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) 2 REFRIGERATOR (RE: SPECIFICATIONS) 3 KITCHEN SINK (PER PLUMBING SHEETS) 4 TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 5 BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. 6 BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION SHEETS). 7 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 8 CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) 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 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 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 15 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 17 SHELF ABOVE WASHER/DRYER 18 SOFFIT PANEL PER SPECIFICATION. 19 LAP SIDING PER SPECIFICATION. FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. METAL ROOF LAP SIDING, COLORS TBD BY OWNER. VERTICAL SIDING, COLORS TBD BY OWNER. A203 3 A203 2 A203 4 A203 1 A204 1 A204 3 A204 2 4:12 4:12 7:12 7:12 7:12 7:12 8: 1 2 8: 1 2 10 10 1ROOF PLAN Scale: 1/4" = 1'-0" TWO BEDROOM ROOF PLAN A202 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 LP SMARTSIDE SOFFIT BOARD VENTED WHERE ADJ. TO ATTIC AT OUTRIGGERS LEGEND FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. GENERAL NOTES 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 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 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 1/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 1 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 A402 FOR TYP. WALL TYPES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 SLAB- R-10 (UNDER ENTIRE SLAB) 16. PROVIDE PASSIVE RADON SYSTEM PER MEP SHEETS & DETAIL 3/A402 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 CFM/SQ.FT. MAXIMUM 5 AIR CHANGES PER HOUR. A BLOWER DOOR TEST IS REQUIRED BY THE WASHINGTON STATE ENERGY CODE R402.4.1.2 TESTING FOR EACH HOUSING UNIT. TEST TO BE PAID FOR AND COORDINATED BY CONTRACTOR. 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 KEYNOTES 1 FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) 2 REFRIGERATOR (RE: SPECIFICATIONS) 3 KITCHEN SINK (PER PLUMBING SHEETS) 4 TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 5 BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. 6 BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION SHEETS). 7 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 8 CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) 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 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 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 15 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 17 SHELF ABOVE WASHER/DRYER 18 SOFFIT PANEL PER SPECIFICATION. 19 LAP SIDING PER SPECIFICATION. FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. METAL ROOF LAP SIDING, COLORS TBD BY OWNER. VERTICAL SIDING, COLORS TBD BY OWNER. LP SMARTSIDE SOFFIT BOARD VENTED WHERE ADJ. TO ATTIC AT OUTRIGGERS LEGEND FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. GENERAL NOTES 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 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 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 1/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 1 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 A402 FOR TYP. WALL TYPES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 SLAB- R-10 (UNDER ENTIRE SLAB) 16. PROVIDE PASSIVE RADON SYSTEM PER MEP SHEETS & DETAIL 3/A402 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 CFM/SQ.FT. MAXIMUM 5 AIR CHANGES PER HOUR. A BLOWER DOOR TEST IS REQUIRED BY THE WASHINGTON STATE ENERGY CODE R402.4.1.2 TESTING FOR EACH HOUSING UNIT. TEST TO BE PAID FOR AND COORDINATED BY CONTRACTOR. 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 KEYNOTES 1 FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) 2 REFRIGERATOR (RE: SPECIFICATIONS) 3 KITCHEN SINK (PER PLUMBING SHEETS) 4 TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 5 BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. 6 BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION SHEETS). 7 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 8 CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) 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 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 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 15 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 17 SHELF ABOVE WASHER/DRYER 18 SOFFIT PANEL PER SPECIFICATION. 19 LAP SIDING PER SPECIFICATION. FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. METAL ROOF LAP SIDING, COLORS TBD BY OWNER. VERTICAL SIDING, COLORS TBD BY OWNER. 10 0'-0" F.F. PER CIVIL T.O.G. 8'-6" T.O. PLATE 16'-8 1/2" T.O. ROOF 16'-3" T.O. ROOF 105105 0'-0" F.F. PER CIVIL T.O.G. 8'-6" T.O. PLATE 14'-11 1/4" T.O. PLATE 10'-2 3/4" T.O. ROOF 16'-8 1/2" T.O. ROOF 10 0'-0" F.F. PER CIVIL T.O.G. 8'-6" T.O. PLATE 14'-11 1/4" T.O. PLATE 16'-8 1/2" T.O. ROOF 0'-0" F.F. PER CIVIL T.O.G. 8'-6" T.O. PLATE 16'-8 1/2" T.O. ROOF 16'-3" T.O. ROOF 13'-11 3/4" T.O. ROOF 1FRONT ELEVATION Scale: 1/4" = 1'-0" TWO BEDROOM ELEVATIONS A203 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 2REAR ELEVATION Scale: 1/4" = 1'-0" 3SIDE ELEVATION Scale: 1/4" = 1'-0"4SIDE ELEVATION Scale: 1/4" = 1'-0" LP SMARTSIDE SOFFIT BOARD VENTED WHERE ADJ. TO ATTIC AT OUTRIGGERS LEGEND FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. GENERAL NOTES 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 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 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 1/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 1 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 A402 FOR TYP. WALL TYPES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 SLAB- R-10 (UNDER ENTIRE SLAB) 16. PROVIDE PASSIVE RADON SYSTEM PER MEP SHEETS & DETAIL 3/A402 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 CFM/SQ.FT. MAXIMUM 5 AIR CHANGES PER HOUR. A BLOWER DOOR TEST IS REQUIRED BY THE WASHINGTON STATE ENERGY CODE R402.4.1.2 TESTING FOR EACH HOUSING UNIT. TEST TO BE PAID FOR AND COORDINATED BY CONTRACTOR. 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 KEYNOTES 1 FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) 2 REFRIGERATOR (RE: SPECIFICATIONS) 3 KITCHEN SINK (PER PLUMBING SHEETS) 4 TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 5 BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. 6 BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION SHEETS). 7 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 8 CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) 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 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 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 15 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 17 SHELF ABOVE WASHER/DRYER 18 SOFFIT PANEL PER SPECIFICATION. 19 LAP SIDING PER SPECIFICATION. FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. METAL ROOF LAP SIDING, COLORS TBD BY OWNER. VERTICAL SIDING, COLORS TBD BY OWNER. BATHROOM 1 2 BATHROOM LIVING 0'-0" F.F. PER CIVIL T.O.G. 8'-6" T.O. PLATE 10'-10 1/4" T.O. ROOF 16'-8 1/2" T.O. ROOF A204 3 A400 3 A401 1 0'-0" F.F. PER CIVIL T.O.G. 8'-6" T.O. PLATE 16'-8 1/2" T.O. ROOF A204 1 A204 2 A400 1 0'-0" F.F. PER CIVIL T.O.G. 8'-6" T.O. PLATE 16'-8 1/2" T.O. ROOF 16'-3" T.O. ROOF LIVING BEDROOM 2 A204 3 A400 2 1TRANSVERSE SECTION Scale: 1/4" = 1'-0" TWO BEDROOM SECTIONS A204 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 3LONGITUDINAL SECTION Scale: 1/4" = 1'-0" 2TRANSVERSE SECTION Scale: 1/4" = 1'-0" LP SMARTSIDE SOFFIT BOARD VENTED WHERE ADJ. TO ATTIC AT OUTRIGGERS LEGEND FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. GENERAL NOTES 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 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 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 1/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 1 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 A402 FOR TYP. WALL TYPES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 SLAB- R-10 (UNDER ENTIRE SLAB) 16. PROVIDE PASSIVE RADON SYSTEM PER MEP SHEETS & DETAIL 3/A402 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 CFM/SQ.FT. MAXIMUM 5 AIR CHANGES PER HOUR. A BLOWER DOOR TEST IS REQUIRED BY THE WASHINGTON STATE ENERGY CODE R402.4.1.2 TESTING FOR EACH HOUSING UNIT. TEST TO BE PAID FOR AND COORDINATED BY CONTRACTOR. 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 KEYNOTES 1 FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) 2 REFRIGERATOR (RE: SPECIFICATIONS) 3 KITCHEN SINK (PER PLUMBING SHEETS) 4 TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 5 BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. 6 BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION SHEETS). 7 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 8 CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) 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 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 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 15 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 17 SHELF ABOVE WASHER/DRYER 18 SOFFIT PANEL PER SPECIFICATION. 19 LAP SIDING PER SPECIFICATION. FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. METAL ROOF LAP SIDING, COLORS TBD BY OWNER. VERTICAL SIDING, COLORS TBD BY OWNER. HALL KITCHEN 14'-5"X12'-0" COMMUNITY ROOM 20'-8"X18'-1" ENTRY BATHROOM 2 6'-11"X7'-2" BATHROOM 1 6'-11"X7'-2" COVERED PORCH 26'-0" X 6'-0" COVERED PORCH 24'-6" X 6'-0" NETWORK CLOSET JANITORIAL CLOSET +8'-0" +8'-0" +8'-0" +8'-0" +8'-0" A303 1 A303 2 A303 3 A303 4 A305 1 A305 2 15 15 OPEN ABOVE BEDROOM 13'-2"x10'-0" BATH 8'-8"x8'-4" KITCHEN/DINING 20'-8"X21'-7" LINEN +8'-0" +8'-0" +8'-0"+8'-0" 14 A303 1 A303 2 A303 3 A303 4 A305 1 A305 2 15 1FIRST FLOOR RCP Scale: 1/4" = 1'-0" COMMUNITY BUILDING RCP A302 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 LP SMARTSIDE SOFFIT BOARD VENTED WHERE ADJ. TO ATTIC AT OUTRIGGERS LEGEND FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. GENERAL NOTES 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 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 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 1/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 1 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 A402 FOR TYP. WALL TYPES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 SLAB- R-10 (UNDER ENTIRE SLAB) 16. PROVIDE PASSIVE RADON SYSTEM PER MEP SHEETS & DETAIL 3/A402 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 CFM/SQ.FT. MAXIMUM 5 AIR CHANGES PER HOUR. A BLOWER DOOR TEST IS REQUIRED BY THE WASHINGTON STATE ENERGY CODE R402.4.1.2 TESTING FOR EACH HOUSING UNIT. TEST TO BE PAID FOR AND COORDINATED BY CONTRACTOR. 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 KEYNOTES 1 FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) 2 REFRIGERATOR (RE: SPECIFICATIONS) 3 KITCHEN SINK (PER PLUMBING SHEETS) 4 TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 5 BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. 6 BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION SHEETS). 7 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 8 CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) 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 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 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 15 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 17 SHELF ABOVE WASHER/DRYER 18 SOFFIT PANEL PER SPECIFICATION. 19 LAP SIDING PER SPECIFICATION. FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. METAL ROOF LAP SIDING, COLORS TBD BY OWNER. VERTICAL SIDING, COLORS TBD BY OWNER. 1SECOND FLOOR RCP Scale: 1/4" = 1'-0" A305 1 A305 2 A303 2 A303 1 A303 3 A303 4 10 6:12 6:12 6:12 4: 1 2 4: 1 2 4:12 1ROOF PLAN Scale: 1/4" = 1'-0" A303 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 COMMUNITY BUILDING ROOF PLAN LP SMARTSIDE SOFFIT BOARD VENTED WHERE ADJ. TO ATTIC AT OUTRIGGERS LEGEND FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. GENERAL NOTES 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 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 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 1/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 1 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 A402 FOR TYP. WALL TYPES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 SLAB- R-10 (UNDER ENTIRE SLAB) 16. PROVIDE PASSIVE RADON SYSTEM PER MEP SHEETS & DETAIL 3/A402 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 CFM/SQ.FT. MAXIMUM 5 AIR CHANGES PER HOUR. A BLOWER DOOR TEST IS REQUIRED BY THE WASHINGTON STATE ENERGY CODE R402.4.1.2 TESTING FOR EACH HOUSING UNIT. TEST TO BE PAID FOR AND COORDINATED BY CONTRACTOR. 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 KEYNOTES 1 FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) 2 REFRIGERATOR (RE: SPECIFICATIONS) 3 KITCHEN SINK (PER PLUMBING SHEETS) 4 TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 5 BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. 6 BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION SHEETS). 7 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 8 CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) 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 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 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 15 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 17 SHELF ABOVE WASHER/DRYER 18 SOFFIT PANEL PER SPECIFICATION. 19 LAP SIDING PER SPECIFICATION. FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. METAL ROOF LAP SIDING, COLORS TBD BY OWNER. VERTICAL SIDING, COLORS TBD BY OWNER. 0'-0" F.F. +/- 8'- 0" T.O. WALL +/- 17'- 0" T.O. WALL +/- 25'- 0" T.O. ROOF +/- 10'- 1" T.O. ROOF 10 0'-6" EXISTING GRADE 0'-0" F.F. +/- 8'- 0" T.O. WALL +/- 17'- 0" T.O. WALL +/- 25'- 0" T.O. ROOF +/- 11'- 4 1/2" T.O. ROOF 10 10 0'-6" EXISTING GRADE 0'-0" F.F. +/- 8'- 0" T.O. WALL +/- 17'- 0" T.O. WALL +/- 25'- 0" T.O. ROOF +/- 10'- 8" T.O. ROOF 10 0'-6" EXISTING GRADE 0'-0" F.F. +/- 8'- 0" T.O. WALL +/- 17'- 0" T.O. WALL +/- 25'- 0" T.O. ROOF +/- 10'- 8" T.O. ROOF +/- 25'- 0" T.O. ROOF 10 0'-6" EXISTING GRADE 1FRONT ELEVATION Scale: 1/4" = 1'-0" A304 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 2REAR ELEVATION Scale: 1/4" = 1'-0" 4SIDE ELEVATION Scale: 1/4" = 1'-0"3SIDE ELEVATION Scale: 1/4" = 1'-0" COMMUNITY BUILDING ELEVATIONS GENERAL NOTES 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 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 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 1/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 1 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 A402 FOR TYP. WALL TYPES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 SLAB- R-10 (UNDER ENTIRE SLAB) 16. PROVIDE PASSIVE RADON SYSTEM PER MEP SHEETS & DETAIL 3/A402 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 CFM/SQ.FT. MAXIMUM 5 AIR CHANGES PER HOUR. A BLOWER DOOR TEST IS REQUIRED BY THE WASHINGTON STATE ENERGY CODE R402.4.1.2 TESTING FOR EACH HOUSING UNIT. TEST TO BE PAID FOR AND COORDINATED BY CONTRACTOR. 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 KEYNOTES 1 FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) 2 REFRIGERATOR (RE: SPECIFICATIONS) 3 KITCHEN SINK (PER PLUMBING SHEETS) 4 TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 5 BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. 6 BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION SHEETS). 7 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 8 CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) 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 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 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 15 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 17 SHELF ABOVE WASHER/DRYER 18 SOFFIT PANEL PER SPECIFICATION. 19 LAP SIDING PER SPECIFICATION. LP SMARTSIDE SOFFIT BOARD VENTED WHERE ADJ. TO ATTIC AT OUTRIGGERS FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. METAL ROOF LAP SIDING, COLORS TBD BY OWNER. VERTICAL SIDING, COLORS TBD BY OWNER. 2' - 1 0 " 0'-0" F.F. +/- 8'- 0" T.O. WALL +/- 9'- 0" T.O. FLOOR +/- 17'- 0" T.O. WALL +/- 25'- 0" T.O. ROOF BATHROOM BEDROOM KITCHEN BATHROOM 1 A305 2 A401 3 0'-0" F.F. +/- 8'- 0" T.O. WALL +/- 9'- 0" T.O. FLOOR +/- 17'- 0" T.O. WALL A305 1 BATHROOM LIVING/DINING COMMUNITY ROOM KITCHEN A401 2 A305 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/20222LONGITUDINAL SECTION Scale: 1/4" = 1'-0" 1TRANSVERSE SECTION Scale: 1/4" = 1'-0" COMMUNITY BUILDING SECTIONS LP SMARTSIDE SOFFIT BOARD VENTED WHERE ADJ. TO ATTIC AT OUTRIGGERS LEGEND FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. GENERAL NOTES 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 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 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 1/2" FROM NEAREST STUD WALL, U.N.O. 11. ALL WALL SURFACES IN BATHROOMS, WET LOCATIONS, RANGE TOP AND HOT WATER HEATER TO RECEIVE 1 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 A402 FOR TYP. WALL TYPES 15. MIN. INSULATION REQUIREMENTS CLIMATE ZONE 4C: ROOF/ ATTIC ASSEMBLY- R-49 EXTERIOR CAVITY WALLS- R-21 SLAB- R-10 (UNDER ENTIRE SLAB) 16. PROVIDE PASSIVE RADON SYSTEM PER MEP SHEETS & DETAIL 3/A402 17. ALL INTERIOR PAINTS MUST COMPLY WITH GREEN SEAL STANDARDS FOR LOW VOC LIMITS 18. BUILDING ENVELOPE TO HAVE AND AIR LEAKAGE RATING OF LESS THAN OR EQUAL TO 0.40 CFM/SQ.FT. MAXIMUM 5 AIR CHANGES PER HOUR. A BLOWER DOOR TEST IS REQUIRED BY THE WASHINGTON STATE ENERGY CODE R402.4.1.2 TESTING FOR EACH HOUSING UNIT. TEST TO BE PAID FOR AND COORDINATED BY CONTRACTOR. 19. EACH DWELLING UNIT IS DESIGNED TO COMPLY WITH OPTIONS 1A AND 3D OF TABLE R406.2 KEYNOTES 1 FREE STANDING OVEN W/ HOOD VENTED TO EXTERIOR (REFERENCE SPEC. SHEETS) 2 REFRIGERATOR (RE: SPECIFICATIONS) 3 KITCHEN SINK (PER PLUMBING SHEETS) 4 TOILET (PER PLUMBING SHEETS, ADA AS REQUIRED) 5 BATHROOM VANITY (SEE INTERIOR ELEVATIONS) AND SINK (PER PLUMBING SHEETS). ADA VANITY AT ADA UNITS. 6 BATHROOM ACCESSORIES- TOILET PAPER HOLDER, TOWEL BAR, ROBE HOOK, SHOWER CURTAIN ROD, MIRROR (ONE BEHIND ALL SINKS), MEDICINE CABINET (FULL BATHS ONLY), AND GRAB BARS AS REQUIRED BY ADA AT TOILETS AT ADA UNITS (REFERENCE SPECIFICATION SHEETS). 7 PROVIDE (4) TIERS OF 16" DEEP SHELVING INSTALLED AT 20", 30", 52" AND 68" AFF. 8 CLOTHES ROD & SHELF AT ALL BEDROOM AND ENTRY CLOSETS.(RE:SPECIFICATIONS) 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 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 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 15 15" DEEP SOFFITS ABOVE KITCHEN CABINETS 16 PRE-FAB WOOD TRUSS. ENERGY HEEL. 17 SHELF ABOVE WASHER/DRYER 18 SOFFIT PANEL PER SPECIFICATION. 19 LAP SIDING PER SPECIFICATION. FLAT CEILING, HEIGHT AFF AS NOTED, FIN. PER SCHED. METAL ROOF LAP SIDING, COLORS TBD BY OWNER. VERTICAL SIDING, COLORS TBD BY OWNER. FASCIA BOARD GUTTER SOFFIT PANEL. FASCIA BOARD PLYWOOD SHEATHING PER STRUC SOFFIT PANEL. HEADER PER STRUCTURAL 5/8" GYP. BD. BLOWN IN FIBERGLASS INSULATION ANCHOR BOLT PER STRUCTURAL 2X6 FRAMING (WALL TYPE PER PLAN) WALL SHEATHING PER STRUCTURAL HOUSEWRAP OVER EXTERIOR SHEATHING VERTICAL SIDING PER SPECIFICATIONS CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL INSULATION R-21 (PER SPEC) FLOORING PER SCHEDULE BASE TRIM PER SCHEDULE 1/2" GYP. BD. RIGID INSULATION MINIMUM OF R-10, UNDER ENTIRE SLAB VAPOR BARRIOR SUB BASE 1/ A403 1/ A403 ANCHOR BOLT PER STRUCTURAL 2X6 FRAMING (WALL TYPE PER PLAN) WALL SHEATHING PER STRUCTURAL HOUSEWRAP OVER EXTERIOR SHEATHING 6" LAP SIDING PER SPECIFICATIONS INSULATION R-21 (PER SPEC) FLOORING PER SCHEDULE BASE TRIM PER SCHEDULE 1/2" GYP. BD. RIGID INSULATION MINIMUM OF R-10, UNDER ENTIRE SLAB VAPOR BARRIOR SUB BASE 5/8" GYP. BD. BLOWN IN FIBERGLASS INSULATION SOFFIT PANEL. FASCIA BOARD PLYWOOD SHEATHING PER STRUC ROOF TRUSS ROOF RIDGE VENT METAL ROOF PER SPECS FLOORING PER SCHEDULE BASE TRIM PER SCHEDULE 1/2" GYP. BD. RIGID INSULATION MINIMUM OF R-10, UNDER ENTIRE SLAB VAPOR BARRIOR SUB BASE 1/ A403 1/ A403 ANCHOR BOLT PER STRUCTURAL 2X6 FRAMING (WALL TYPE PER PLAN) WALL SHEATHING PER STRUCTURAL HOUSEWRAP OVER EXTERIOR SHEATHING INSULATION R-21 (PER SPEC) TRIM CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL FASCIA BOARD GUTTER SOFFIT PANEL. HEADER PER STRUCTURAL 5/8" GYP. BD. BLOWN IN FIBERGLASS INSULATION ROOF SHEATHING PER STRUC INSULATION BAFFLE METAL ROOF PER SPEC WINDOW PER SCHEDULE STONE VENEER PER SPECS AND ELEV. SHEET METAL INSULATION GUARD, EXTEND TOP LEG UP 4" MIN. AND EXTEND BOTTOM LEG BELOW GRADE TRIM LEDGE STONE PER SPECS. AND ELEV. ROOF TRUSS 1x3 SLOPED TOP FURRING STRIP INSULATION BAFFLE DRIP EDGE ROOF SHEATHING PER STRUC METAL ROOF PER SPEC DRIP EDGE 6" TRIM PER SPECS 6" TRIM PER SPECS 6" TRIM PER SPECS CONCRETE FOUNDATION PER STRUCTURAL SEE STRUCTURAL SHEETS FOR BASE CONNECTION COLUMN PER STRUCTURAL FASCIA BOARD PLYWOOD SHEATHING PER STRUC METAL ROOF PER SPECS SMARTSIDE SOFFIT BOARD. BEAM BEYOND ROOF TRUSSES PER STRUCTURAL 8" WALL SHEATHING PER STRUCTURAL HOUSEWRAP OVER EXTERIOR SHEATHING LAP SIDING PER SPECIFICATIONS 6" TRIM PER SPECIFICATIONS SOFFIT PANEL. BEAM PER STRUCTURAL HARDIE TRIM WRAPPED ON ALL SIDES OF EXPOSED BEAM RIGID INSULATION MINIMUM OF R-10RIGID INSULATION MINIMUM OF R-10 RIGID INSULATION MINIMUM OF R-10 SHEET METAL INSULATION GUARD, EXTEND TOP LEG UP 4" MIN. AND EXTEND BOTTOM LEG BELOW GRADE SHEET METAL INSULATION GUARD, EXTEND TOP LEG UP 4" MIN. AND EXTEND BOTTOM LEG BELOW GRADE RIGID INSULATION MINIMUM OF R-10, 24" DEEP, AROUND PERIMETER OF SLAB RIGID INSULATION MINIMUM OF R-10, 24" DEEP, AROUND PERIMETER OF SLAB RIGID INSULATION MINIMUM OF R-10, 24" DEEP, AROUND PERIMETER OF SLAB EXTERIOR BELOW GRADE WATERPROOFING EXTERIOR BELOW GRADE WATERPROOFING CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL EXTERIOR BELOW GRADE WATERPROOFING TYP.WALL SECTIONS, ENLARGED PLANS A400 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 Scale: 3/4" = 1'-0"Scale: 3/4" = 1'-0"Scale: 3/4" = 1'-0" 4CARPORT DETAIL Scale: 3/4" = 1'-0" FLOORING PER SCHEDULE BASE TRIM PER SCHEDULE 1/2" GYP. BD. RIGID INSULATION MINIMUM OF R-10, UNDER ENTIRE SLAB VAPOR BARRIOR SUB BASE ANCHOR BOLT PER STRUCTURAL 2X6 FRAMING (WALL TYPE PER PLAN) WALL SHEATHING PER STRUCTURAL HOUSEWRAP OVER EXTERIOR SHEATHING 6" LAP SIDING PER SPECIFICATIONS CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL INSULATION R-21 (PER SPEC) 5/8" GYP. BD. HEADER PER STRUCTURAL SMARTSIDE TRIM BLOWN CELLULOSE ATTIC INSULATION R-49 DOOR PER SCHEDULE POSITIVE DRAINAGE SLOPED AWAY FROM DOOR FLOORING PER SCHEDULE RIGID INSULATION MINIMUM OF R-10 GUTTER COLUMN PER STRUCTURAL ROOF UNDERLAYMENT ROOF SHEATHING PER STRUCTURAL BEAM PER STRUCTURAL SOFFIT PANEL FASCIA BOARD SOFFIT PANEL. PLYWOOD SHEATHING PER STRUC ROOF TRUSS PER STRUCTURAL BASE TRIM PER SCHEDULE 1/2" GYP. BD. 2X6 FRAMING (WALL TYPE PER PLAN) WALL SHEATHING PER STRUCTURAL HOUSEWRAP OVER EXTERIOR SHEATHING LAP SIDING PER SPECIFICATIONS FLOOR PER SCHEDULE BASE TRIM PER SCHEDULE 1/2" GYP. BD. 2X6 FRAMING (WALL TYPE PER PLAN) FLOOR PER SCHEDULE 5/8" GYP. BD. 5/8" GYP. BD. BLOWN IN FIBERGLASS INSULATION ROOF TRUSS TRIM TJI JOISTS PER STRUCT. TJI JOISTS PER STRUCT. LEDGE STONE PER SPECS. AND ELEV. RIM JOISTS PER STRUCT. RIM JOISTS PER STRUCT. FLOORING PER SCHEDULE RIGID INSULATION MINIMUM OF R-10, 24" DEEP, AROUND PERIMETER OF SLAB DOOR PER SCHEDULE HEADER PER STRUCTURAL SMARTSIDE TRIM 5/8" GYP. BD. BLOWN CELLULOSE ATTIC INSULATION R-49 POSITIVE DRAINAGE SLOPED AWAY FROM DOOR SOFFIT PANEL. FASCIA BOARD PLYWOOD SHEATHING PER STRUC TRUSS PER STRUCTURAL COLUMN PER STRUCTURAL 6" TRIM PER SPECIFICATIONS METAL ROOF PER SPECS CAPSTONE STONE VENEER GUTTER DRIP EDGE 6" TRIM PER SPECIFICATIONS SOFFIT PANEL. ROOF SHEATHING PER STRUC INSULATION BAFFLE METAL ROOF PER SPEC 6" TRIM PER SPECIFICATIONS ROOF TRUSS ROOF TRUSS HARDIE TRIM WRAPPED ON ALL SIDES OF EXPOSED BEAM BEAM PER STRUCTURAL HARDIE TRIM WRAPPED ON ALL SIDES OF EXPOSED BEAM RIGID INSULATION MINIMUM OF R-10, 24" DEEP, AROUND PERIMETER OF SLAB SHEET METAL INSULATION GUARD, EXTEND TOP LEG UP 4" MIN. AND EXTEND BOTTOM LEG BELOW GRADE EXTERIOR BELOW GRADE WATERPROOFING RIGID INSULATION MINIMUM OF R-10, 24" DEEP, AROUND PERIMETER OF SLAB TYP.WALL SECTIONS, ENLARGED PLANS A401 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 TYP. WALL SECTION Scale: 3/4" = 1'-0" TYP. WALL SECTION Scale: 3/4" = 1'-0" TYP. WALL SECTION Scale: 3/4" = 1'-0" Provide thermal break at exterior to conditioned slabs. Typical. 3" 2'-0" 3' - 0 " 2' - 6 1 / 2 " 1 1 / 2 " 4" 2Typical Kitchen Sink Cabinet Detail 1 1/2" = 1'-0" 4" 2'-0" 1 1 / 2 " 3" 1'-0" 7' - 6 " F I E L D V E R I F Y 3' - 0 " 1' - 6 " 3' - 0 " F I E L D V E R I F Y 3Typical Kitchen Cabinet Detail 1 1/2" = 1'-0"1WINDOW HEAD & JAMB DETAIL Sacle: 11/2" = 1'-0" 1/2" GYP. BD. WOOD HEADER, RE: STRUCTURAL HARDWOOD DOOR CASING PER PROJECT SPECS PREHUNG WOOD DOOR, RE: SCHEDULE 1/2" GYP. BD. STUD WALL PER PLAN PREHUNG WOOD DOOR, RE: SCHEDULE HARDWOOD DOOR CASING AT JAMBS, TYP. DETAIL B - JAMB DETAIL DE T A I L B DETAIL A - HEAD DETAIL DETAIL A INTERIOR DOOR HEAD & JAMB DETAILS Scale: 1 1/2" = 1'-0" 1'-3" COLUMN DETAIL Scale: 1 1/2" = 1'-0" EXTERIOR INTERIOR EXTERIOR SMARTSIDE TRIM FLASHING WINDOW PER SCHEDULE FLASHING LAP SIDING PER SPECIFICATIONS GYP. BOARD HOUSEWRAP OVER EXTERIOR SHEATHING SMARTSIDE TRIM FLASHING WINDOW PER SCHEDULE WALL SHEATHING PER STRUCTURAL LAP SIDING PER SPECIFICATIONS CLOSED CELL POLY SPRAY FOAM INSULATION R-21 1X TRIM GYP. BOARD HEAD DETAIL SILL DETAIL UNIT ADDRESS DETAIL Scale: 1" = 1'-0" 702 1'-4" 6" HIGH LETTERING 7 1 / 2 " 48 " M I N . A F F DRYWALL CEILING ROOF TRUSS HVAC DUCT WITH INSULATION WRAP INSULATION R-49 MINIMUM R-11 INSULATION ABOVE DUCT DUCT INSULATION DETAIL Scale: 1" = 1'-0" INTERIOR 1" TRIM WINDOW FRAME BULLNOSE DRYWALL CORNER PLAN 8" 1'-2" 3' - 0 " STONE COLUMN CAP ABOVE STONE VENEER MORTAR SCRATCH COAT 2" X 4" FURRING EXTERIOR SHEATHING LATH 2 LAYERS OF WRB 8" TOP 10 " HARDIE TRIM WRAP AROUND BEAM PAINT COLUMN BASE COLUMN DETAIL Scale: 1 1/2" = 1'-0" PLAN 8" 8" TOP BASE 9 3 / 4 " HARDIE TRIM WRAP AROUND BEAM PAINT COLUMN 2" X 4" FURRING HARDIE TRIM AROUND COLUMN COLUMN PER STRUCT. COLUMN PER STRUCT. 1"x2" FURRING HARDIE TRIM AROUND COLUMN DETAILS A403 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 100 103101 200 201 203 6'-0" 4'-8" 2'-6" 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " 3'-0" 6' - 8 " 204 202 6' - 8 " 5'-0" 3'-0"2'-8" 6' - 8 " 3'-0" 6' - 8 " 6' - 8 " 4'-0" 205 206 3'-0" 6' - 8 " 102 6' - 8 " 3'-0" A 6'-8" 5' - 0 " 1' - 1 0 " B 6'-8" 5' - 0 " 1' - 1 0 " 3'-4" 5' - 0 " 1' - 1 0 " C 6'-8" 3' - 8 " 3' - 2 " 6'-8" 2' - 0 " 4' - 1 0 " 3'-4" 2' - 1 0 " 4' - 0 " D E F 2' - 1 0 " 3' - 1 1 " 4' - 2 " 2' - 7 " 6'-8"6'-8" G H 5' - 0 " 6'-8" J 4' - 2 " 2' - 7 " 3'-4" I 1' - 1 0 " SCHEDULES A404 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET T R A V O I S ARCHITECTURE, PC TM 100% CONSTRUCTION SET 12/05/2022 NOTES: 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) 3. DIMENSIONS GIVEN ARE TO INTERIOR OF ROUGH OPENING. MANUFACTURER TO PROVIDE WINDOW UNITS TO FIT SUCH OPENINGS, 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. 4. ALL GLAZING SHALL BE ENERGY SAVER. 5. WINDOWS WITHIN BEDROOMS SHALL MEET EMERGENCY ESCAPE AND RESCUE REQUIREMENTS PER IBC AND IRC. 6. VENTILATION SHALL COMPLY WITH IBC AND IRC AS REQUIRED.. 7. SAFETY GLAZING SHALL BE REQUIRED IN THE FOLLOWING LOCATIONS: ·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. ·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 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 NOSE OF THE TREAD PER IBC SECTION 2406.3.11. 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. 12. PROVIDE SCREENS FOR ALL OPERABLE WINDOWS 13. PROVIDE VINYL MINI BLINDS FOR ALL WINDOWS (PER SPECS) 14. ALL WINDOW FRAMES TO BE BLACK OR GREY. door schedule DOOR CORE FRAME NOTES: 1. ALL DOOR AND R.O. DIMENSIONS TO BE VERIFIED IN FIELD AND PER DOOR MFR. 2. REFERENCE FLOOR PLANS FOR DOOR OPERATION 3. ALL GLAZING SHALL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED SHOWING THE U LABEL 4. ALL GLAZING SHALL BE SPECTRALLY SELECTIVE LOW-E COATED. 10. ALL GLAZING SHALL MEET THE MINIMUM U VALUE < OR EQUAL TO .55 11. VENTILATION AND EGRESS OPENINGS SHALL MEET MINIMUM REQUIREMENTS AS STATED IN REFERENCED BUILDING CODES. 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 MFR.SIZE (w x h)MAT'L HDWR. GROUP door types window types ENTRY DINING KITCHEN PANTRY MUD/UTILITY LINEN BATH CLOSET MASTER BEDROOM LIVING HALL BEDROOM POWDER PORCH ROOM FLOOR CEILING WALLS finish schedule BASE NOTES ITEM NAME finish legend ABBREVIATION MFR.NAME/COLOR NOTES NOTES LVP-1 B-1 P-1 P-2 P-3 P-4 PL-1 LP-1 C-1 TYPICAL FLOORING BASE CEILING PAINT CEILING PAINT WALL PAINT WALL PAINT COUNTERTOP SIDING/SOFFIT BOARD C.I.P. CONCRETE - - SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS WILSONART JAMES HARDIE PER A002 PER A002 EGG SHELL, COLOR TBD EGG SHELL, COLOR TBD EGG SHELL, COLOR TBD TBD BY OWNER PER ELEVATIONS, VENTED SOFFIT WHERE REQUIRED BROOM FINISH LATEX, 1 COAT PRIMER, 1 FIN. COAT LATEX, 1 COAT PRIMER, 1 FIN. COAT LATEX, 1 COAT PRIMER, 1 FIN. COAT LATEX, 1 COAT PRIMER, 1 FIN. COAT LVP-1 LVP-1 LVP-1 LVP-1 LVP-1 LVP-1 LVP-1 LVP-1 LVP-1 LVP-1 LVP-1 LVP-1 LVP-1 C-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 N/A P-1 P-1 P-2 P-1 P-2 P-1 P-2 P-1 P-1 P-1 P-1 P-1 P-2 LP-1 P-3 P-3 P-4 P-3 P-4 P-3 P-4 P-3 P-3 P-3 P-3 P-3 P-4 LP-1 - - - - - - - - - - - - - - 100 101 201 200 DBL. BORED KEY LOCK 102 3'-0" x 6'-8" 6'-0" x 6'-8" FIBERGLASS3'-0" x 6'-8"SEE SPECIFICATIONS 2'-8" x 6'-8" WOOD WOOD3'-0" x 6'-8" WOOD - 202 204 2'-6" x 6'-8"WOOD WOOD - 4'-8" x 6'-8"-TYP. INTERIOR CLOSET DOOR window schedule B C WDW GLAZ.FRAMEMFR.SERIES NOTESSIZE (w x h) B TYPE C D E D E SC SC VINYL VINYL VINYL VINYL SC HC HC F F VINYL FIXED TYP. INTERIOR DOOR DBL. BORED TRIPE DEADBOLT DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE window flashing detail TBD TBD TBD TBD TBD EXTERIOR DOOR, ENERGY STAR RATED EXTERIOR DBL DOOR, ENERGY STAR RATED INTERIOR CLOSET DOORWOODWOODHC- WOOD WOOD FIBERGLASS 203 4'-0" x 6'-8"WOOD WOOD -HC SEE PROJECT MANUAL, ENERGY STAR SEE PROJECT MANUAL, ENERGY STAR SEE PROJECT MANUAL, ENERGY STAR SEE PROJECT MANUAL, ENERGY STAR SEE PROJECT MANUAL, ENERGY STAR SILL HEIGHT 1'-10" 5'-2" A CASEMENT6'-8" x 5'-0"A VINYLDOUBLETBDSEE PROJECT MANUAL, ENERGY STAR 1'-10" 1'-10" 4'-0" 3'-2" 6'-8" x 5'-0" 3'-4" x 5'-0" 6'-8" x 3'-8" 6'-8" x 2'-0" 3'-4" x 2'-10" CASEMENT CASEMENT CASEMENT 205 5'-0" x 6'-8"-TYP. INTERIOR CLOSET DOOR EXTERIOR DOOR, ENERGY STAR RATED TYP. INTERIOR CLOSET DOOR TYP. INTERIOR STORAGE DOOR 206 G G VINYL FIXEDDOUBLETBDSEE PROJECT MANUAL, ENERGY STAR6'-8" x 2'-10" H H VINYL FIXEDDOUBLETBDSEE PROJECT MANUAL, ENERGY STAR 2'-7"6'-8" x 4'-2" 4'-0" I I VINYLDOUBLETBDSEE PROJECT MANUAL, ENERGY STAR -2'-6" x 6'-10" WOOD WOOD3'-0" x 6'-8"-HC TYP. INTERIOR POCKET DOOR WOOD WOODHC WOOD WOODHC SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS 103 3'-0" x 6'-8" DBL. BORED KEY LOCKFIBERGLASSSEE SPECIFICATIONS SC EXTERIOR DOOR, ENERGY STAR RATEDWOOD CASEMENT CASEMENT NOT USED NOT USED NOT USED NOT USED FIBERGLASS DBL. BORED KEY LOCK NOT USED T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S100 GENERAL NOTES AND SPECIFICATIONS NOTES - GENERAL 1. THESE DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. 2. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. 5. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. 6. UNLESS OTHERWISE NOTED, FIREPROOFING METHODS AND MATERIALS FOR STRUCTURAL MEMBERS ARE NOT SHOWN ON STRUCTURAL DRAWINGS. REFERENCE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FIRE RATING REQUIREMENTS, FIRE PROOFING METHODS AND MATERIALS. 7. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ON PLANS. 8. THE CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATION BY THE ARCHITECT/ENGINEER'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS HE HAS SPECIFICALLY INFORMED THE ARCHITECT/ENGINEER OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE ARCHITECT/ ENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. 9. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS, BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. PLANS AND/OR SPECIFICATIONS WILL BE CORRECTED, OR WRITTEN INTERPRETATION OF THE ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY THE ARCHITECT/ENGINEER BEFORE THE AFFECTED WORK PROCEEDS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERRORS OF DETAILING, FABRICATION AND INSTALLATION. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS IN THE FIELD NECESSARY TO VERIFY OR SUPPLEMENT DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS AND HE SHALL VERIFY THAT ALL DIMENSIONS SHOWN ON THE SHOP DRAWINGS ARE COORDINATED WITH THE DIMENSIONS AND REQUIREMENTS OF THE CONTRACT DRAWINGS. REVIEW OF THE SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR COMPLETING THE WORK SUCCESSFULLY IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. 11. SUBMIT PRINTS OR ELECTRONIC COPIES OF EACH SHOP DRAWINGS. REPRODUCIBLE COPIES OF CONTRACT DOCUMENTS SHALL NOT BE USED AS SHOP DRAWINGS. SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR PRIOR TO SUBMISSION. CONTRACTOR STAMP SHOP DRAWINGS ACCEPTING RESPONSIBILITY FOR COORDINATION OF DIMENSIONS SHOWN IN THE CONTRACT DOCUMENTS, QUANTITIES AND COORDINATION WITH OTHER TRADES. DRAWINGS NOT BEARING CONTRACTOR'S STAMP MAY BE REJECTED AT THE DISCRETION OF THE ARCHITECT OR STRUCTURAL ENGINEER. 12. REVIEW AND RETURN OF SHOP DRAWINGS SHALL BE BASED ON A MINIMUM OF TEN (10) WORKING DAYS IN THE STRUCTURAL ENGINEER'S OFFICE FROM RECEIPT OF SUBMISSION TO RETURN TO THE NEXT PARTY FOR THEIR ACTION. SHOP DRAWINGS SHOULD BE SUBMITTED INCREMENTALLY AS APPROPRIATE PACKAGES ARE PREPARED TO EQUALIZE THE WORKLOAD FOR REVIEW OF THE DRAWINGS. SUBMISSION OF A LARGE VOLUME OF SHOP DRAWINGS AT ONE TIME MAY RESULT IN REVIEW TIMES WHICH WILL EXCEED THOSE NOTED ABOVE. DEFINITION OF A "LARGE VOLUME" OF SHOP DRAWINGS IS SUBJECT TO INTERPRETATION. NOTES - SHALLOW FOUNDATIONS 1. CONTRACTOR SHALL BE FULLY FAMILIAR WITH ALL ASPECTS OF THE SOILS REPORT BEFORE BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL USE THE SOILS REPORT FOR SPECIFICATIONS AND DETAILS FOR PLACEMENT OF PERIMETER DRAINS, UNDER-SLAB DRAINS, AND ANY OTHER SOILS RELATED ITEMS. 3. CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR ALL SOIL CONDITIONING REQUIREMENTS PRIOR TO PLACING BUILDING FOUNDATIONS. 4. ALL FOOTING EXCAVATIONS TO BE APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. 5. ALL FOOTINGS SHALL EXTEND BELOW FROST DEPTH, REFER TO DESIGN INFORMATION NOTES - CONCRETE 1. ALL CONCRETE CONSTRUCTION TO CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", THE GOVERNING EDITION OF THE ACI 318, AND ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301, UNLESS NOTED OTHERWISE. 2. WATER REDUCING ADD MIXTURES ARE ALLOWED IN CONCRETE MIX DESIGNS. 3. SYNTHETIC MICRO-FIBERS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED IN THESE DRAWINGS. 4. UNLESS OTHERWISE SHOWN IN THE ARCHITECTURAL DRAWINGS, PROVIDE 3/4" CHAMFERS AT THE EDGES THAT ARE EXPOSED TO VIEW IN THE FINISHED STRUCTURE. 5. REFERENCE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS, DRIP SLOTS, REGLETS, MASONRY, ANCHORS, BRICK LEDGE ELEVATIONS AND FOR MISCELLANEOUS EMBEDDED PLATES, BOLTS, ANCHORS, ANGLES, ETC. 6. REFERENCE ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES. WHERE FINISH IS NOT SPECIFIED, CONFORM TO REQUIREMENTS OF ACI 301. 7. REFERENCE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR DRAINS, SLEEVES, OUTLET BOXES, CONDUIT, ANCHORS, ETC. 8. CONTACT APEX ENGINEERS, INC. IF HOUSE KEEPING PADS OR INERTIA BASES ARE REQUIRED BEYOND WHAT IS SHOWN IN THE STRUCTURAL CONTRACT DOCUMENTS. 9. ALL REINFORCING STEEL TO BE DETAILED IN ACCORDANCE WITH ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." 10. REINFORCING SHALL BE CONTINUOUS WHEREVER POSSIBLE. SPLICES AND LAPS TO CONFORM TO ACI 318. REFER TO CONCRETE REBAR SCHEDULE. 11. DOWELS IN FOOTING, WALLS, AND DRILLED PIERS MUST BE IN POSITION BEFORE PLACING CONCRETE WHENEVER POSSIBLE. 12. REFERENCE TYPICAL FOUNDATION DETAILS FOR INFORMATION ON REINFORCING REQUIREMENTS AT WALL AND SLAB OPENINGS. 13. REFERENCE TYPICAL FOUNDATION DETAILS FOR INFORMATION ON REINFORCING REQUIREMENTS AT CORNER AND TEE INTERSECTIONS. 14. PROVIDE VERTICAL CONTROL JOINTS ON ALL POURED CONCRETE WALLS AND BASEMENT WALLS. SPACE JOINTS AT 3 X WALL HEIGHT FOR WALLS LESS THAN 10 FT AND WALL HEIGHT FOR TALLER WALLS. PROVIDE ADDITIONAL JOINT WITHIN 10 FT OF CORNERS. 15. OPENINGS IN SLAB OF 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFERENCE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. NOTES - ROUGH CARPENTRY 1. CONTRACTOR IS RESPONSIBLE TO ADEQUATELY SHORE AND BRACE ALL FLOOR AND ROOF FRAMING AND WALLS DURING CONSTRUCTION. 2. NAILING: SHALL BE PER FASTENING SCHEDULE OF THE INTERNATIONAL BUILDING CODE. FOR PREFABRICATED CONNECTORS USE ALL FASTENERS AS PRESCRIBED BY THE MANUFACTURER. 3. ALL POST AND JAMBS ARE TO BE BLOCKED SOLID WITH THE SAME NUMBER OF PIECES AS THE POST OR JAMB WITHIN THE FLOOR SPACE AND CONTINUOUS TO THE FOUNDATION LEVEL. BLOCKING IS TO ALIGN WITH POST OR JAMBS. 4. SPECIES AND GRADES SHOWN IN SCHEDULE ARE THE MINIMUM ACCEPTABLE. BETTER GRADES MAY BE SUBSTITUTED. 5. PRESSURE TREATED WOOD TO BE USED WHEN EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY. 6. WOOD STRUCTURAL PANELS TO BE A.P.A. RATED AND EXPOSURE 1. PANELS TO BE MANUFACTURED PER U.S. DEP. OF COMMERCE PRODUCT STANDARDS PS1 OR PS2. 7. ANY FASTENERS OR CONNECTORS TO AND THROUGH TREATED WOOD SHALL BE FASTENED WITH ASTM A153 CLASS D HOT DIP GALVANIZED OR STAINLESS STEEL FASTENERS. 8. WOOD FRAMING WILL HAVE SHRINKAGE. THE CONTRACTOR SHALL COORDINATE REQUIREMENTS TO ACCOMMODATE SHRINKAGE WITH OTHER TRADES. 9. BORED HOLES FOR HORIZONTAL PLUMBING PIPING SHALL BE PROVIDED WITH FLEXIBLE JOINTS TO PERMIT MOVEMENT. 10. RIGID ELECTRICAL CONDUIT INSTALLED VERTICALLY SHALL BE PROVIDED WITH FLEXIBLE JOINTS TO PERMIT MOVEMENT. 11. ALL DIMENSIONAL LUMBER SHALL BE GRADE STAMPED WITH MOISTURE CONTENT NOT TO EXCEED 19%. 12. INCISED STRUCTURAL LUMBER NOT PERMITTED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 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 NET SIZES CONFORMING TO SUCH NOMINAL SIZES. 14. WOOD HEADERS SHALL HAVE A FULL 3" LENGTH OF BEARING AT EACH END UNO. 15. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH PREFABRICATED METAL JOIST HANGERS FOR REQUIRED CAPACITY. ALL PREFABRICATED METAL HARDWARE IS BY SIMPSON STRONG-TIE COMPANY OR APPROVED EQUIVALENT. CONNECTIONS IN CONTACT WITH PRESSURE TREATED WOOD SHALL HAVE G185 GALVANIZED COATING PER ASTM A653 AND HOT DIPPED GALVANIZED FASTENERS PER ASTM A153. ALTERNATE CORROSION RESISTANT CONNECTIONS IN ACCORDANCE WITH IBC WILL BE CONSIDERED. PRIOR WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD IS REQUIRED. 16. WALL, FLOOR, AND ROOF SHEATHING NAILS SHALL HAVE FULL HEADS. CLIPPED NAILS ARE NOT ALLOWED IN THESE APPLICATIONS. 17. NAIL TYPE USED IN WALL, FLOOR, AND ROOF WSP SHEATHING SHALL BE COMMON OR GALVANIZED BOX NAILS. SINKER NAILS, COOLER NAILS, ETC ARE NOT PERMITTED IN THESE APPLICATIONS. 18. ALL SIDE LOADED LVL BEAMS TO BE FASTENED TOGETHER PER MANUFACTURER REQUIREMENTS. 19. ALL MULTI-PLY BEAMS TO BE SUPPORTED BY STUD PACK WITH ONE ADDITIONAL STUD THAN BEAM PLY'S. NOTES - DEFERRED SUBMITTALS 1. THE ARCHITECT OR ENGINEER OF RECORD SHALL LIST THE DEFERRED SUBMITTALS ON THE PLANS FOR REVIEW BY THE BUILDING OFFICIAL. 2. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN THE GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. 3. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 4. DEFERRED SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITH A SPECIFIED PERIOD. 5. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. 6. SUBMITTALS SHALL INCLUDE DETAILED DRAWINGS OF EACH MEMBER AND ITS CONNECTIONS ALONG WITH SUPPORTING CALCULATIONS PREPARED UNDER THE SUPERVISION, BEARING THE SEAL AND SIGNATURE, OF A LICENSED PROFESSIONAL ENGINEER IN THE PROJECT JURISDICTION. 7. DEFERRED SUBMITTAL ITEMS: • PREFABRICATED WOOD TRUSSES • PRE-ENGINEERED I-JOISTS • PRE-MANUFACTURED CANOPIES AND AWNINGS NOTES - PREFAB WOOD TRUSSES 1. TRUSSES TO BE DESIGNED AND ERECTED IN CONFORMANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL BUILDING CODES. 2. TRUSSES TO BE BRACED PER MANUFACTURER'S RECOMMENDATIONS DURING ERECTION. 3. TRUSSES SHALL BE LATERALLY SUPPORTED AT ALL PANEL POINTS. 4. TRUSS MANUFACTURER IS TO SUBMIT LAYOUT PLANS AND CALCULATIONS FOR ALL TRUSSES. THE CALCULATIONS ARE TO BEAR A LICENSED PROFESSIONAL ENGINEER'S SEAL IN THE STATE OF WHICH THE PROJECT IS LOCATED. CALCULATIONS ARE TO SHOW LOADINGS, SPACING, STRESSES, CONFIGURATION, CONNECTIONS, GRADE OF MATERIAL, CAMBER, AND DEFLECTIONS. 5. FLOOR AND ROOF TRUSSES NOTED AS A DRAG TRUSS SHALL BE DESIGNED TO TRANSFER OR CARRY AXIAL LOAD NOTED ON FRAMING PLANS ACTING ALONG TRUSS TOP CHORD AND SHALL BE RESISTED ALONG BOTTOM CHORD OVER LENGTH NOT GREATER THAN LENGTH OF SHEAR WALL NOTED ON PLANS (IF APPLICABLE). 6. TRUSSES SHALL NOT BE NOTCHED, DRILLED, CUT, OR ALTERED WITHOUT WRITTEN APPROVAL OF THE TRUSS MANUFACTURER'S ENGINEER. PROPOSED MODIFICATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MODIFICATION. 7. THE WOOD TRUSS MANUFACTURER SHALL BE REGISTERED AND APPROVED PER IBC SECTION 1704.5.2 FOR FABRICATION WITHOUT SPECIAL INSPECTION. 8. FLAT ROOF TRUSSES SHALL BE DESIGNED FOR AN ADDITIONAL LOAD OF MIN (2) 200 LB POINT LOADS SPACED AT 6'-0" APART ANYWHERE ALONG THE TOP CHORD FOR MECH CONDENSORS. MECH CONDENSORS SHALL BE PLACED SUCH THAT THEY ARE SUPPORTED BY AT LEAST (2) ROOF TRUSSES. DESIGN INFORMATION BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE AS ADOPTED AND/OR AMENDED BY LOCAL BUILDING CODES SOILS ENGINEER REPORT NO.REPORT DATE SOILS INFORMATION: FROST DEPTH BEARING PRESSURE.3000 psf GEOTEST 18-0392 June 13, 2018 18" GROUND SNOW LOAD, Pg ROOF SNOW LOAD, Pf SNOW LOAD INFORMATION: 20 psf 20 psf RESIDENTIAL LIVE LOADS (ONE & TWO FAMILY DWELINGS) UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf UNINHABITABLE ATTICS WITH STORAGE 20 psf HABITABLE ATTICS AND SLEEPING AREAS 30 psf STAIRS AND EXIT WAYS 40 psf / 300 lbs ALL OTHER AREAS 40 psf GARAGES 40 psf / 3000 lbs BALCONIES AND DECKS 60 psf UNIFORM / CONC. ROOF TRUSS DESIGN REQUIREMENTS TOP CHORD LOADS LIVE LOAD / SNOW LOAD DEAD LOAD BOTTOM CHORD LOADS DEAD LOAD MINIMUM DEFLECTION CRITERIA, UNO TOTAL LOAD TRANSIENT LOAD 20 psf 15 psf 10 psf L/360 L/240 SYMBOLS / ABBREVIATIONS X SX.X DETAIL ON SHEET SHEET NUMBER DETAILS, SECTIONS, & ELEVATIONS T = XXX' - XX" B = XXX' - XX" ELEVATION (TOP) ELEVATION (BOTTOM) FOOTINGS AND FOUNDATION WALLS SYMBOL/TAG DESCRIPTION APPLIES TO T.O.X.ELEVATION MARK LEVELS, SPOT ELEVATIONS, & PLAN ELEVATIONS T.O.S. = XXX' - XX" TOP OF STEEL ELEVATION PLAN VIEW NOTATIONS X REVISION MARK SHEET REVISIONS ABV DEFINITION ABV DEFINITION AB ANCHOR BOLT CJ CONTRACTION JOINT CL DIA EXT GA T.O.M. T.O.C. T.O.S. T.O.W. HAS OC SIM STD TYP UNO CENTERLINE DIAMETER EXTERIOR GAUGE HEADED ANCHOR STUDS ON CENTER SIMILAR CONDITION STANDARD TYPICAL CONDITION UNLESS NOTED OTHERWISE JST BRG = XXX' - XX" JOIST BEARING ELEVATION PLAN VIEW NOTATIONS TOP OF CONCRETE TOP OF MASONRY TOP OF STEEL TOP OF WALL WP WORK POINT T.O.D. TOP OF DECK E.O.D. E.O.S. EDGE OF DECK ANGLE EDGE OF SLAB PAF POWDER ACTUATED FASTNR T.O.L. TOP OF LEDGE XXX' - XX" BASE PLATE TAGBASE PLATE: 1B/BP:100'-1 1/2"CENTERLINES OF COLUMN GRID/DIMENSION LINES BOTTOM OF BASE PLATE ELEVATION BASE PLATE CALLOUT PLAN COLUMN COLUMN TAGHSS5x5x3/85/S5.1ACENTERLINES OF COLUMN GRID/DIMENSION LINES CONNECTION DETAIL CAP PLATE CALLOUT COLUMN SIZE PLAN COLUMN PLATE SHOWN FOR ORIENTATION FRAMING SYSTEM TAG JX DIRECTION OF FRAMING MEMBER EXPANSE OF FRAMING SYSTEM MARK RE F E R E N C E D ON T H I S P L A N BEAM, REF PLAN BEARING WALL, REF PLAN HEADER, REF PLAN BEARING WALL ABOVE NOTE: THE FRAMING IN THIS EXAMPLE IS FOR REFERENCE ONLY, ACTUAL FRAMING SITUATION AND CONSTRUCTION TYPE MAY VARY FLOOR SYSTEM, REF PLAN WALL, REF PLAN SHEAR WALL PLAN FRAMING LEGEND: SHEAR WALL LEGEND: FOUNDATION PLAN SHEAR WALL END STUDS, REF PLAN HOLDOWN ANCHOR LOCATION, REF PLAN CONTINUE STUD PACK FROM SHEAR WALL ABOVE SHEAR WALL, REF PLAN, HATCH DENOTES SHEATHING APPLIED THIS FACE FOUNDATION, REF PLAN ARCH WALLS, HALF-TONED FOR CLARITY STEEL MEMBERS ASTM A992WIDE FLANGE SHAPES (W) CHANNELS (C), ANGLES (L) HOLLOW STRUCTURAL SHAPES (HSS) HIGH STRENGTH BOLTS EPOXY ANCHOR RODS ANCHOR BOLTS (HEX-HEAD UNO) ASTM A36 ASTM A500, GRADE C ASTM F3125, GRADE A325 ASTM A36 MATERIAL PLATES ASTM A36 STEEL MATERIAL SPECIFICATIONS STEEL DECK, PLAIN STEEL STEEL DECK, GALVANIZED ASTM A1008, (33 ksi) ASTM A653, (33 ksi) NON-SHRINK GROUT, COL. BASES 5000 psi (28 DAY STRENGTH) ASTM F1554 (55 ksi) "S1" JOIST, RAFTERS, HEADERS, BEAMS STUDS, BEARING WALL LAMINATED VENEER LUMBER, LVL LAMINATED STRAND LUMBER, LSL ASTM A307 (MIN.) WOOD MATERIAL SPECIFICATIONS MEMBERS MATERIAL SPECIFICATION SILL AND TOP PLATES BOLTS AND THREADED RODS TREATED LUMBER GLULAM BEAMS SINGLE SPAN MULTI SPAN PARALLEL STRAND LUMBER, PSL No. 2 DF/L No. 2 SPF No. 2 SPF Fb = 2600 psi, E= 1.9 x 10E6 psi Fb = 1700 psi, E = 1.3 x 10E6 psi No. 2 So. Pine DF/DF 24F-V4 24F-V8 Fb = 1700 psi, E = 1.3 x 10E6 psi MATERIAL SPECIFICATIONS CONCRETE USE 28 DAY f'c MAX W/C RATIO SLUMP (+/- 1")% AIR CEMENT TYPEWEIGHT 3500 psi 0.50I/II 3500 psi 0.55I/II FOUNDATION WALLS INT. SLAB-ON-GRADE ELEVATED SLABS 4"6% +/-1% 4000 psi 0.45 5"3% MAX 5000 psi 0.45 5"1.5% +/- I/II I/II FOOTINGS/PIERS 5"6% MAX EXTERIOR SLAB 4000 psi 0.45 4"6% +/-1%I/II NW NW NW NW NW SEISMIC DESIGN SITE SPECIFIC INFORMATION: SEISMIC RISK CATEGORY SPECTRAL RESPONSE COEFFICIENTS DESIGN SPECTRAL RESPONSE ACCELERATIONS SEISMIC ANALYSIS PROCEDURE SS = S1 = SDS = SD1 = Fa = Fv = DSITE CLASS (PER SOILS REPORT) EQUIVALENT LATERAL FORCE 0.437 1.103 II 0.455 0.778 1.56 1.06 SEISMIC DESIGN BUILDING INFORMATION: SEISMIC RESISTING SYSTEM RESPONSE MODIFICATION, R DEF. AMPLIFICATION FACTOR, Cd OVERSTRENGTH FACTOR, Ω SEISMIC RESPONSE COEF., Cs SEISMIC BASE SHEAR, V SEISMIC DESIGN CATEGORY NORTH/SOUTHEAST/WEST NORTH/SOUTH DIRECTION SEISMIC RESISTING SYSTEM EAST/WEST DIRECTION LIGHT FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE LIGHT FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE 6.50 4.00 3.00 0.118 D 0.0 kip 6.50 4.00 3.00 0.118 0.0 kip SHEET LIST - STRUCTURAL SHEET NUMBER SHEET NAME S100 GENERAL NOTES AND SPECIFICATIONS S110 SPECIAL INSPECTIONS S120 SCHEDULES S200-A SINGLE FAMILY - FOUNDATION PLAN - A S200-B SINGLE FAMILY - FOUNDATION PLAN - B S201 SINGLE FAMILY - ROOF FRAMING PLAN S210 COMMUNITY BUILDING - FOUNDATION PLAN S211 COMMUNITY BUILDING - FLOOR FRAMING PLAN S212 COMMUNITY BUILDING - ROOF FRAMING PLAN S300 SHEAR WALL ELEVATIONS S301 CS-PF BRACED WALL S500 TYPICAL CONCRETE DETAILS S501 TYPICAL FOUNDATION DETAILS S502 TYPICAL FOUNDATION DETAILS S503 FOUNDATION DETAILS S520 TYPICAL WOOD DETAILS S521 TYPICAL WOOD DETAILS S522 WOOD FRAMING DETAILS S523 WOOD FRAMING DETAILS S524 TYP BRACED WALL DETAILS WIND DESIGN SITE SPECIFIC INFORMATION: WIND EXPOSURE CATEGORY TOPOGRAPHICAL FACTOR, Kzt C ULTIMATE WIND SPEED (3 SECOND GUST), V 115 mph 1.00 WIND DESIGN BUILDING INFORMATION: OCCUPANCY CATEGORY VELOCITY PRESSURE, qz INTERNAL PRESSURE COEFFICIENT, GCpi DIRECTIONALITY FACTOR, Kd VELOCITY PRESSURE COEFFICIENT, Kh EDGE REGION, a +/-0.18 0.85 0.90 3' -0" 18.5 psf II COMPONENTS AND CLADDING LOADS POSITIVE PRESSURES NEGATIVE PRESSURES LOAD CASE A LOAD CASE B WALL ZONE 4 & ROOF ZONE 2 WALL ZONE 5 & ROOF ZONE 3 -33.3 psf -33.3 psf -51.2 psf 0.0 psf 0.0 psf 20.8 psf 20.8 psf 20.8 psf 10.0 psf 10.0 psf ROOF ZONE 1 (AREA =50 SF) ROOF ZONE 2 (AREA =50 SF) ROOF ZONE 3 (AREA =50 SF) WALL ZONE 4 (AREA =50 SF) WALL ZONE 5 (AREA =50 SF) OVERHANGS ROOF ZONE 2 (AREA =50 SF) OVERHANGS ROOF ZONE 3 (AREA =50 SF) -68.3 psf -76.6 psf PARAPETS (AREA =50 SF) 0.0 psf 0.0 psf 0.0 psf 0.0 psf CONCRETE SLAB SPECIFICATIONS FLOOR FLATNESS, FF FLOOR LEVELNESS, FL SOV: 35 | MLV: 25 SOV: 24 | MLV: 17 ASTM A1064 CONCRETE & REINFORCING STEEL SPECIFICATIONS MATERIAL REINFORCING BARS WELDED WIRE FABRIC SPECIFICATION ASTM A615, GRADE 60 CONCRETE AGGREGATES PORTLAND CEMENT ASTM C 150 FORMED SURFACES EXPOSED TO GROUND OR WEATHER 3" 1" 2" 1 1/2" REBAR CONDITION UNFORMED SURFACE IN CONTACT WITH THE GROUND WALLS AND SLABS NOT EXPOSED TO GROUND OR WEATHER INTERIOR BEAMS AND COLUMNS (TO TIES OF STIRRUPS) MINIMUM CONCRETE COVERREBAR CONDITION EPOXY - REINFORCING BARS EPOXY - THREADED ROD ANCHORS CONCRETE MIX DESIGN REQUIREMENTS FLY ASH ASTM C 618, 15% MAX ASTM C 33, 3/4" MAX AGG. SIZE. HILTI HIT-HY 200 A OR SIMPSON SET XP HILTI HIT-HY 200 R OR SIMPSON SET XP NOTES - SHOP DRAWING SUBMITTALS 1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS. SHOP DRAWING REVIEW IS INTENDED FOR VERIFICATION OF DESIGN CONCEPT CONVEYANCE AND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. 2. CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURE/FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNO. 3. SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS SHOWN INCORRECTLY OR OMITTED AND NOT FLAGGED BY THE ENGINEER DURING REVIEW ARE NOT TO BE CONSIDERED CHANGES TO THE CONTRACT DOCUMENTS. 4. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. DESIGNED SHOP DRAWINGS SHALL BE PREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. 5. SHOP DRAWINGS MUST BE ORIGINAL DOCUMENTS. REPRODUCTION OF ANY PORTION OF THE CONTRACT DOCUMENTS FOR USE IN SUBMITTALS IS NOT PERMITTED AND MAY RESULT IN REJECTION. 6. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. 7. CONTRACTOR SHALL SUBMIT STRUCTURAL SHOP DRAWINGS FOR THE FOLLOWING: • CONCRETE MIX DESIGN, MATERIALS, AND TEST REPORTS • CONCRETE REINFORCING STEEL, HARDWARE, AND FASTENERS • MASONRY MATERIALS, GROUT MIX DESIGN, REINFORCING, STATEMENT OF COMPRESSIVE STRENGTH • ROUGH CARPENTRY HARDWARE, AND FASTENERS • ENGINEERED WOOD FRAMING GRAVITY LOAD INFORMATION: ROOF DEAD LOAD ROOF LIVE LOAD 25 psf 20 psf FLOOR DEAD LOAD 25 psf 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S110 SPECIAL INSPECTIONS CONSTRUCTION TYPE FREQUENCYCODE REFERENCE CONT. PER. STATEMENT OF SPECIAL INSPECTION 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. SOILS 1. HIGH-LOAD DIAPHRAGMS: A. THE WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS OF THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS. B. NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES. C. NAIL OR STAPLE DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. WOOD CONSTRUCTION REINFORCED CONCRETE 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. A. APPLICATION OF PRESTRESSING FORCES. 2. INSPECTION OF REINFORCING STEEL WELDING: 3. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR SD IS USED. 4. INSPECTION OF ANCHOR INSTALLED IN HARDENED CONCRETE. 5. VERIFYING USE OF REQUIRED MIX DESIGN 6. AT THE TIME FRESH CONCRETE IS SAMPLED, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPORATURE OF THE CONCRETE. 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 9. INSPECTION OF PRESTRESSED CONCRETE: B. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC-FORCE-RESISTING SYSTEM. 10. ERECTION OF PRECAST CONCRETE MEMBERS. 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORING. 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. A. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706. B. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. C. SHEAR REINFORCING. D. OTHER REINFORCING STEEL. 2. SHEAR WALLS AND BEARING WALLS A. GRADE AND THICKNESS OF WOOD STRUCTURAL PANELS. B. NOMINAL SIZE OF FRAMIGN MEMBERS AT ADJOINING PANEL EDGES. C. NAIL OR STAPLE DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE CONDITIONS. D. VERIFY THE TYPE, CONNECTION, AND ANCHORAGE OF HOLDDOWNS. E. PROPRIETARY COMPONENTS INSTALLED PER MANUFACTURER SPECIFICATIONS. F. VERIFY BLOCKING INSTALLATION AT PANEL EDGES. G. GRADE AND NOMINAL SIZE OF CHORD STUDS. 3. DIAPHRAGMS AND FLOOR FRAMING A. VERIFY THE SIZE AND SPACING BETWEEN BOLTS, LAG SCREWS, AND FRAMING ANCHORS. B. VERIFY CONNECTION OF DIAPHRAGMS TO SHEAR WALLS. C. DIAPHRAGM BLOCKING PLACEMENT AND INSTALLATION. D. DRAG TRUSS AND DRAG STRUT PLACEMENT AND CONNECTIONS. E. SPLICE CONNECTIONS, SHEAR TRANSFER CLIPS, AND TRANSITION CONNECTIONS BETWEEN FLOOR. F. PROPRIETRY COMPONENTS INSTALLED PER MANUFACTURER SPECIFICATIONS. 4. GENERAL WOOD FRAMING A. VERIFY THE SIZE AND SPACING BETWEEN BOLTS, LAG SCREWS, AND FRAMING ANCHORS. B. NAIL OR SCREW DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES AND SPACING FOR BUILT UP WOOD MEMBERS. C. JAMB AND SILL FRAMING. D. ATTACHMENT AT BEAM BEARING LOCATIONS. E. PROPRIETARY COMPONENTS INSTALLED PER MANUFACTURER SPECIFICATIONS. F. CUTTING, NOTCHING, AND HOLES COMPLY WITH PLAN SPECIFICATIONS. VERIFY SIZE, LOCATION, AND SHAPE DO NOT EXCEED LIMITS IN FRAMING DETAILS AND WOOD SHRINKAGE DIAGRAM RECOMMENDATIONS. 1705.6 1705.5 1705.3 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S120 SCHEDULES 3/4" (NOMINAL) T&G EXP. 1 STUD-I-FLOOR 24 oc SHEATHING REQUIREMENTS (UNO) SHEATHING TYPEAPPLICATION FLOOR EDGE NAIL / FIELD NAIL 5/8" (NOMINAL) APA RATED SHEATHING, EXP. 1, ID No.40/20ROOF 10d 6"OC / 12"OC & CONST. ADHESIVE 10d 6"OC / 12"OC NAIL SIZE REFERENCE COMMON NAIL BOX NAIL SIZE LENGTHDIAMETER SIZE LENGTHDIAMETER 8d 10d 16d 8d 10d 16d 2 1/2" 3" 3 1/2" 2 1/2" 3" 3 1/2" 0.131" 0.148" 0.162" 0.113" 0.128" 0.135" 15/32" APA RATED SHEATHING, EXP. 1, ID No.32/16 10d 6"OC / 12"OC TYP.1WALL1 NOTES: 1. REFER TO SHEAR WALL SCHEDULE FOR ADDITIONAL NAILING REQUIREMENTS. THESE VALUES APPLY TO TYPICAL WALLS ONLY. SCHEDULE - WOOD ROOF 1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW. (3) 8d COMMON (2-1/2"x0.131"); OR (3) 10d BOX (3"x0.128") EA END, TOENAIL BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TOP PLATE, TO RAFTER OR TRUSS. (2) 8d COMMON (2-1/2"x0.131")EA END, TOENAIL (2) 16d COMMON (3-1/2"x0.162")END NAIL FLAT BLOCKING TO TRUSS AND WEB FILLER 16d COMMON (3-1/2"x0.162") AT 6" OC FACE NAIL 2. CEILING JOIST TO TOP PLATE (3) 8d COMMON (2-1/2"x0.131"); OR (3) 10d BOX (3"x0.128") EA END, TOENAIL (3) 16d COMMON (3-1/2"x0.162"); OR (4) 10d BOX (3"x0.128") FACE NAIL PER IBC TABLE 2308.7.3.1 FACE NAIL (3) 10d COMMON (3"x0.148"); OR (4) 10d BOX (3"x0.128") FACE NAIL (3) 10d COMMON (3"x0.148"); OR (3) 16d BOX (3-1/2"x0.135"); OR (4) 10d BOX (3"x0.128") TOENAIL (2) 16d COMMON (3-1/2"x0.162"); OR (3) 10d BOX (3"x0.128") END NAIL (3) 10d COMMON (3"x0.148"); OR (4) 16d COMMON (3-1/2"x0.135"); OR (4) 10d BOX (3"x0.128") TOENAIL 16d COMMON (3-1/2"x0.162"); OR 24" OC, FACE NAIL 10d BOX (3"x0.128")16" OC, FACE NAIL 16d COMMON (3-1/2"x0.162")16" OC, FACE NAIL 16d BOX (3-1/2"x0.135"); OR 12" OC, FACE NAIL 12" OC, FACE NAIL 16d COMMON (3-1/2"x0.162"); OR 16" OC EA EDGE, FACE NAIL 16d BOX (3-1/2"x0.135") 12" OC EA EDGE, FACE NAIL (4) 8d COMMON (2-1/2"x0.131"); OR (4) 10d BOX (3"x0.128") TOENAIL 16d COMMON (3-1/2"x0.128"); OR 16" OC FACE NAIL 10d BOX (3"x0.128")12" OC FACE NAIL (8) 16d COMMON (3-1/2"x0.162"); OR (12) 10d BOX (3"x0.128") EA SIDE OF END JOINT, FACE NAIL (MIN 24" LAP SPLICE LENGTH EA JOINT) 16d COMMON (3-1/2"x0.135"); OR 16" OC FACE NAIL 16d BOX (3-1/2"x0.135")12" OC FACE NAIL (2) 16d COMMON (3-1/2"x0.162"); OR (3) 16d BOX (3-1/2"x0.135") 16" OC FACE NAIL (4) 8d COMMON (2-1/2"x0.131"); OR (4) 10d BOX ( 3"x0.128"); OR TOENAIL (2) 16d COMMON (3-1/2"x0.162"); OR (3) 10d BOX (3"x0.128") END NAIL (2) 16d COMMON (3-1/2"x0.162"); OR (3) 10d BOX (3"x0.128") FACE NAIL (2) 8d COMMON (2-1/2"x0.131"); OR (2) 10d BOX (3"X0.128") FACE NAIL (2) 8d COMMON (2-1/2"x0.131"); OR (2) 10d BOX (3"X0.128") FACE NAIL (3) 8d COMMON (2-1/2"x0.131"); OR (3) 10d BOX (3"X0.128") FACE NAIL (3) 8d COMMON (2-1/2"x0.131"); OR (3) 10d BOX (3"X0.128") TOENAIL (3) 8d COMMON (2-1/2"x0.131"); OR (3) 10d BOX (3"X0.128") 6" OC, TOENAIL (2) 8d COMMON (2-1/2"x0.131"); OR (2) 10d BOX (3"x0.128") FACE NAIL (2) 16d COMMON (3-1/2"x0.162") FACE NAIL (2) 16d COMMON (3-1/2"x0.162")EA BEARING, FACE NAIL 20d COMMON (4"x0.192")36" OC, FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES 10d BOX (3"x0.128")24" OC FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES AND: (2) 20d COMMON (4"x0.192"); OR (3) 10d BOX (3"x0.128") ENDS AND AT SPLICE, FACE NAIL (3) 16d COMMON (3-1/2"x0.162"); OR (4) 10d BOX (3"x0.128") EA JOIST OR RAFTER, FACE NAIL (3) 16d COMMON (3-1/2"x0.162"); OR (4) 10d BOX (3"x0.128") END NAIL (2) 8d COMMON (2-1/2"x0.131"); OR (2) 10d BOX (3"x0.128") EA END, TOENAIL NUMBER AND TYPE OF FASTENER SCHEDULE - WOOD FASTENING IBC TABLE 2304.10.1 DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NO THRUST) 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) 5. COLLAR TIE TO RAFTER 6. RAFTER OR ROOF TRUSS TO TOP PLATE 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2" RIDGE BEAM 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTION WALL CORNERS (AT BRACED WALL PANELS) 10. BUILT-UP HEADER (2" TO 2" HEADER) 11. CONTINUOUS HEADER TO STUD 12. TOP PLATE TO TOP PLATE 13. TOP PLATE TO TOP PLATE, AT EA ENDS 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING AT BRACED WALL PANELS 16. STUD TO TOP OR BOTTOM PLATE 17. TOP PLATE, LAPS AT CORNERS AND INTERSECTIONS 18. 1" BRACE TO EA STUD AND PLATE 19. 1"x6" SHEATHING TO EA BEARING 20. 1"x8" AND WIDER SHEATHING TO EA BEARING FLOOR 21. JOIST TO SILL, TOP PLATE, OR GIRDER 22. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW 23. 1"x6" SUBFLOOR OR LESS TO EA JOIST 24. 2" SUBFLOOR TO JOIST OR GIRDER 25. 2" PLANKS (PLANK & BEAM - FLOOR & ROOF) 26. BUILT-UP GIRDERS AND BEAM, 2" LUMBER LAYERS 27. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 28. JOIST TO BAND JOIST OR RIM JOIST 29. BRIDGING OR BLOCKING TO JOIST, RAFTER, OR TRUSS WALL 3"x0.131" NAILS DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMINGA 6d COMMON OR DEFORMED (2"x0.113") (SUBFLOOR AND WALL) 30. 3/8" - 1/2" EDGE FIELD 6" 12" 8d COMMON OR DEFORMED (2-1/2"x0.113") (ROOF) OR RSRS-01 (2-3/8"x0.113") NAIL (ROOF) 6" 12" 2-3/8"x0.113" NAIL (SUBFLOOR AND WALL)6" 12" 1-3/4" 16 GAGE STAPLE, 7/16" CROWN (SUBFLOOR AND WALL) 6" 12" 2-3/8"x0.113" NAIL (ROOF)4" 8" 1-3/4" 16 GAGE STAPLE, 7/16" CROWN (ROOF)3" 6" 8d COMMON (2-1/2"x0.131"); OR 6d DEFORMED (2"x0.113") (SUBFLOOR AND WALL) 31. 19/32" - 3/4"6" 12" 8d COMMON OR DEFORMED (2-1/2"x0.131") (ROOF) OR RSRS-01 (2-3/8"x0.113") NAIL (ROOF) 6" 12" 2-3/8"x0.113" NAIL; OR 2" 16 GAGE STAPLE, 7/16" CROWN 4" 8" 10d COMMON (3"x0.148"); OR 8d DEFORMED (2-1/2"x0.131") 32. 7/8" - 1-1/4"6" 12" OTHER EXTERIOR WALL SHEATHING 1-1/2" GALVANIZED ROOFING NAIL (7/16" HEAD DIAMETER) 33. 1/2" FIBERBOARD SHEATHING 3" 6" 1-3/4" GALVANIZED ROOFING NAIL (7/16" HEAD DIAMETER) 34. 25/32" FIBERBOARD SHEATHING WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 8d COMMON (2-1/2"x0.131"); OR 6d DEFORMED (2"x0.113") 35. 3/4" AND LESS 6" 12" 8d COMMON (2-1/2"x0.131"); OR 6d DEFORMED (2"x0.113") 36. 7/8" - 1"6" 12" 10d COMMON (3"x0.148"); OR 8d DEFORMED (2-1/2"x0.131") 37. 1-1/8" - 1-1/4"6" 12" PANEL SIDING TO FRAMING 6d CORROSION-RESISTANT SIDING (1-7/8"x0.106"); OR 6d CORROSION- RESISTANT CASING (2"x0.099") 38. 1/2" OR LESS 8d CORROSION-RESISTANT SIDING (2-3/8"x0.128"'); OR 8d CORROSION- RESISTANT CASING (2-1/2"x0.113") 39. 5/8" INTERIOR PANELING 4d CASING (1-1/2"x0.080"); OR 4d FINISH (1-1/2"x0.072") 40. 1/4" 6d CASING (2"x0.099"); OR 6d FINISH (PANEL SUPPORTS AT 24 INCHES) 41. 3/8" NOTES: A. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. B. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). C. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. SCHEDULE - WOOD FASTENING 3" 6" 6" 12" 6" 12" 6" 12" 6" 12" IBC TABLE 2304.10.1 #6 #7 #8 #9 #6 #7 #8 #9 33" 48" 55" 62" 29" 42" 48" 54" 43" 63" 72" 81" 37" 54" 62" 70" 43" 63" 72" 81" 56" 82" 94" 106" 49" 71" 81" 91" 38" 55" 63" 71" STANDARD HOOKS & BAR BENDS f'c = 3000 PSI f'c = 4000 PSI #4 #5 #6 #7 #8 #9 #4 #5 #6 #7 #8 #9 BAR SIZE BAR SIZE 180 DEGREE HOOK 90 DEGREE HOOK Ldh Ldh Ldh Ldh 6" 9" 10" 12" 14" 15" 6" 10" 12" 14" 16" 18" CR I T I C A L SE C T I O N CR I T I C A L SE C T I O N 180 90 "Ø" 2 1/2" 2 1/2" 3" 3 1/2" 4" 4 1/2" 2 1/2" 2 1/2" 3" 3 1/2" 4" 4 1/2" 3" 3 3/4" 4 1/2" 5 1/4" 6" 9" 6" 7 1/2" 9" 10 1/2" 12" 13 1/2" 6" 7 1/2" 9" 10 1/2" 12" 13 1/2" NOTES: 1. USE THE ABOVE TABLE UNLESS NOTED OTHERSIZE ON PLAN OR IN DETAILS. 2. PROVIDE 6" LAP AT ALL WELDED WIRE FABRIC JOINTS. 3. PROVIDE 1 Db (1" MINIMUM) CLEARANCE BETWEEN ADJACENT BARS. 4. PROVIDE WIRE TIES AT EACH END OF BAR SPLICE. DbDbDb Φ BAR BENDS Ø Ø Ø 3" 3 3/4" 4 1/2" 5 1/4" 6" 9" STIRRUPS, TIES, & HOOPS #4 #5 #6#3 #7 #8 135 DEGREE HOOK 180 DEGREE HOOK90 DEGREE HOOK Lext Db Ø Db ØLextDb Ø BAR SIZE Ø ØBAR SIZE Lext 90 135 180 90 135 180 Lext 1 1/2" 2 1/2" 2" 4 1/2" 6" 5 1/4" 3" 3" 3 3/4" 3" 3" 3 3/4" 2 1/2" 2 1/2" 2 1/2" 9" 10 1/2" 12" 6" 4" 3 1/2" 3"4 1/2" 5 1/4" Lext 180 90 Lext Lext Lext "Ø"LextLextDb Ø RECTANGULAR BEAM/COLUMN TIE CIRCULAR COLUMN/PIER TIE STD. Ld Db BAR CLEARANCE BAR SPLICE (3)(4) SCHEDULE - CONCRETE REBAR DEVELOPMENT LENGTHS - Ld f'c = 3000 PSI f'c = 4000 PSI #4 #5 #4 #5 BAR SIZE STD. Ld CLASS B STD. Ld CLASS BBAR SIZETYP. TOP TYP. TOP TYP. TOP TYP. TOP 22" 28" 19" 24" 29" 36" 25" 31" 29" 37" 38" 47" 33" 41" 25" 32" 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 FW1 FW1 FW1 FW1 FW1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 T.O.F.=99' -0" B.O.F.=97' -6"P1 T.O.F.=99' -0" B.O.F.=97' -6"P1 T.O.F.=99' -0" B.O.F.=97' -6"P1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 T.O.W. = 99' - 2"ABU : 66ABU : 66ABU : 66SL O P E RE F A R C H T.O. SLAB 100'-0" SG4 T.O. SLAB 100'-0" SG4 4 S503 4 S503 4 S503 5 S503 4 S503ABU : 66SL O P E S200-A 2 T.O.F.=98' -6" B.O.F.=97' -10"CF1 OPTION 1' - 0 " 10 ' - 6 " 20 ' - 1 " 4' - 4 " 2' - 8 " 2" 20'-9"10'-7"13'-6" 24 ' - 0 " 5" 10 ' - 6 " 1' - 0 " 11'-1"9'-10"11'-1"13'-0" T.O.F.=98' -6" B.O.F.=97' -10"CF1 FW1 T.O.W. = 99' - 2" 5 S503 SIM HDU2 HDU2 HDU5 HDU5 T.O.W. = 99' - 2" RECESS SLAB AT SHOWER, REF ARCH T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S200-A SINGLE FAMILY - FOUNDATION PLAN - A 1/4" = 1'-0" SINGLE FAMILY - FOUNDATION PLAN - A FOUNDATION NOTES 1. CONTROL JOINTS (1/4 SLAB DEPTH) AT 10'-0" MAX, BOTH WAYS (NOT SHOWN FOR CLARITY, REFERENCE TYPICAL DETAILS) 2. CONTRACTOR TO FIELD VERIFY ALL FOUNDATION ELEVATIONS AND STEP LOCATIONS PER SITE CONDITIONS. 3. ALL DIMENSIONS SHOWN ARE TAKEN FROM EDGE OF SLAB. 4. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, EXTERIOR FINISHES, AND ADDITIONAL NOTES. 5. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. 6. WALL SOLE PLATE ATTACHMENT: 1/2" DIA CAST-IN-PLACE ANCHORS WITH 7" EMBED AT 32" OC, UNO SCHEDULE - FOUNDATION WALL MARK WIDTH VERT. BARS HORIZ. BARS FW1 8"#4 AT 18" OC #4 AT 18" OC SCHEDULE - CONTINUOUS FOOTING MARK WIDTH DEPTH LONG BARS TRANS BARS CF1 1' - 4" 8" (2) #4 CONT CF2 1' - 4" 18" (6) #6 CONT [(3) AT T&B] #3 TIES AT 24" OC SCHEDULE - SLAB ON GRADE MARK SLAB PROPERTIES SLAB REINFORCING ADDITIONAL REQUIREMENTS SG4 4" (TOTAL DEPTH) NW CONCRETE #4 AT 18"OC EA WAY OR 6X6 W2.1XW2.1 WWF 10 MIL. VAPOR BARRIER ON 6" OF 3/4" CLEAN, GRADED ROCK. SCHEDULE - PIER SCHEDULE MARK DIAMETER DEPTH REINFORCING P1 1' - 6" 1/4" = 1'-0"S200-A SINGLE FAMILY - FOUNDATION PLAN - A - ADA UNIT 2 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 T.O.F.=99' -0" B.O.F.=97' -6"P1 T.O.F.=99' -0" B.O.F.=97' -6"P1 T.O.F.=99' -0" B.O.F.=97' -6"P1 T.O.F.=99' -2" B.O.F.=98' -6"CF1 T.O.F.=99' -2" B.O.F.=97' -8"CF2 T.O.F.=99' -2" B.O.F.=97' -8"CF2 T.O.F.=99' -2" B.O.F.=97' -8"CF2 T.O.F.=99' -2" B.O.F.=97' -8"CF2 T.O.F.=99' -2" B.O.F.=97' -8"CF2 T.O.F.=99' -2" B.O.F.=97' -8"CF2 T.O.F.=99' -2" B.O.F.=97' -8"CF2 T.O. SLAB 100'-0" SG4 T.O. SLAB 100'-0" SG4ABU : 66ABU : 66ABU : 66SL O P E RE F A R C H 2 S503 1 S503 1 S503 1 S503 1 S503 1 S503 SL O P E S200-B 2 1' - 0 " 10 ' - 2 " 20 ' - 5 " 4' - 4 " 2' - 8 " 2"20'-9"10'-7"6"13'-0" 11'-1"9'-10"11'-1"13'-0" 1' - 0 " 10 ' - 1 1 " 24 ' - 0 " OPTION HDU2 HDU2 HDU5 HDU5ABU : 66T.O.F.=99' -2" B.O.F.=97' -8"CF2 RECESS SLAB AT SHOWER, REF ARCH T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S200-B SINGLE FAMILY - FOUNDATION PLAN - B 1/4" = 1'-0" SINGLE FAMILY - FOUNDATION PLAN - B FOUNDATION NOTES 1. CONTROL JOINTS (1/4 SLAB DEPTH) AT 10'-0" MAX, BOTH WAYS (NOT SHOWN FOR CLARITY, REFERENCE TYPICAL DETAILS) 2. CONTRACTOR TO FIELD VERIFY ALL FOUNDATION ELEVATIONS AND STEP LOCATIONS PER SITE CONDITIONS. 3. ALL DIMENSIONS SHOWN ARE TAKEN FROM EDGE OF SLAB. 4. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, EXTERIOR FINISHES, AND ADDITIONAL NOTES. 5. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. 6. WALL SOLE PLATE ATTACHMENT: 1/2" DIA CAST-IN-PLACE ANCHORS WITH 7" EMBED AT 32" OC, UNO SCHEDULE - FOUNDATION WALL MARK WIDTH VERT. BARS HORIZ. BARS FW1 8"#4 AT 18" OC #4 AT 18" OC SCHEDULE - CONTINUOUS FOOTING MARK WIDTH DEPTH LONG BARS TRANS BARS CF1 1' - 4" 8" (2) #4 CONT CF2 1' - 4" 18" (4)#4 CONT [(2) AT T&B] #3 TIES AT 24" OC SCHEDULE - SLAB ON GRADE MARK SLAB PROPERTIES SLAB REINFORCING ADDITIONAL REQUIREMENTS SG4 4" (TOTAL DEPTH) NW CONCRETE #4 AT 18"OC EA WAY OR 6X6 W2.1XW2.1 WWF 10 MIL. VAPOR BARRIER ON 6" OF 3/4" CLEAN, GRADED ROCK. SCHEDULE - PIER SCHEDULE MARK DIAMETER DEPTH REINFORCING P1 1' - 6" 1/4" = 1'-0"S200-B Single Family - Foundation Plan-B - ADA 2 100% Construction Set 12/05/2022 RFI #1 12/20/2022 2 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/20/22 R1 R1 R1 R1 R2R2 R1 R1 R1 R1 R2R2 G.T. {DRAG TRUSS} H1 H2H2 B4 B4 B4 B4 H1 H1 B2 {170 LB/FT} H1 H1 H1 H1 H1 H1 H1 B2 { 1 2 7 L B / F T } OVERLAY TRUSSES B4 { S T R U C T R I D G E }6x66x66x6SIMPSON ECCLLSIMPSON LCSIMPSON ECCLL6x6 KING POST OVERLAY TRUSSES 1 S523 1 S523 4 S523 5 S523 2 S523 2 S523 1 S523 2 S5236x6SIMPSON ECCLLSOLID BLOCK TO FOUNDATION 3 S523 BW L -1 BW L -2 XX X X X X X X X X X X XX X X X X X X X X X X BW L -3 XX X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXX BWL-A BWL-D CS-WSP XX X X X X X X X X X X XX X X X X X X X X X X XX X X X X X X X X X X BWL-B XXXXXXXXXXXX XXXXXX XXXXXXXXX XXXXXXXXX XXXXXX E.C. #1 MIN 27" PANEL E.C. #1 MIN 27" PANEL S1-B (2) END STUDS MIN. L = 4' - 9" G2-B (2) END STUDS MIN. L = 9' - 10" BWL-C 2x BLOCKING AT TOP AND BOTTOM CHORD ENGINEERED 9 S523 EN G I N E E R E D(2) 2x6T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S201 SINGLE FAMILY - ROOF FRAMING PLAN 1/4" = 1'-0" SINGLE FAMILY - ROOF FRAMING PLAN SCHEDULE - HEADERS MARK HEADER SIZE COMMENTS H1 (2) 2x8 H2 (2) 2x10 H3 (3) 2x10 SCHEDULE - ROOF TRUSSES MARK TRUSSES COMMENTS R1 ROOF TRUSSES AT 24" OC (BY OTHERS) R2 2x6 AT 16" OC SCHEDULE - BEAMS MARK BEAM SIZE COMMENTS B1 (2) 2x10 B2 (2) 1 3/4"x11 7/8" LVL B3 (3) 1 3/4"x14" LVL B4 6X10 CEDAR WOOD ROOF NOTES 1. ROOF SHEATHING: 5/8" NOMINAL APA RATED WSP, 40/20 SPAN RATING. PANEL FASTENED WITH 10d NAILS AT 6" OC EDGE AND 12" OC FIELD. 2. ROOF CONSTRUCTION: REFERENCE ARCHITECTURAL DRAWINGS FOR ROOF MATERIAL, WATERPROOFING MEMBRANE, AND INSULATION. 3. WALL CONSTRUCTION: STUD GRADE 2x6 SPF STUDS AT 16 OC MAX, UNO. 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. 5. ALL UNMARKED HEADERS SHALL BE MIN (2) 2x10, UNO. 6. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. 7. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FINISHES, AND ADDITIONAL NOTES. 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 P.T. FW1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 FW1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 FW1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 FW1 T.O.F.=98' -6" B.O.F.=97' -10"CF1 T.O.F.=99' -0" B.O.F.=97' -6"P1ABU : 66T.O.F.=99' -0" B.O.F.=97' -6"P1ABU : 66T.O.F.=99' -0" B.O.F.=97' -6"P1ABU : 66T.O.F.=99' -0" B.O.F.=97' -6"P1ABU : 66T.O.F.=99' -0" B.O.F.=97' -6"P1ABU : 66T.O.F.=99' -0" B.O.F.=97' -6"P1ABU : 66T.O.F.=99' -0" B.O.F.=97' -6"P1ABU : 66T.O.W. = 99' - 2" T.O. SLAB 100'-0" SG4 SL O P E SL O P E 4 S503 4 S503 5 S503 6 S503 T.O.W. = 99' - 2" T.O.F.=98' -6" B.O.F.=97' -10"CF1 5 S503 5 S503 4'-6"1'-6"5'-9"6'-11"11'-10"3'-0" 6' - 0 " 14 ' - 9 " 8' - 1 0 " 9' - 5 " 6' - 0 " 4'-6"1'-6"5'-9"20'-3"1'-6" 6' - 0 " 31 ' - 6 " 1' - 6 " 6' - 0 " T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S210 COMMUNITY BUILDING - FOUNDATION PLAN 1/4" = 1'-0" COMMUNITY BUILDING - FOUNDATION PLAN FOUNDATION NOTES 1. CONTROL JOINTS (1/4 SLAB DEPTH) AT 10'-0" MAX, BOTH WAYS (NOT SHOWN FOR CLARITY, REFERENCE TYPICAL DETAILS) 2. CONTRACTOR TO FIELD VERIFY ALL FOUNDATION ELEVATIONS AND STEP LOCATIONS PER SITE CONDITIONS. 3. ALL DIMENSIONS SHOWN ARE TAKEN FROM EDGE OF SLAB. 4. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, EXTERIOR FINISHES, AND ADDITIONAL NOTES. 5. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. 6. WALL SOLE PLATE ATTACHMENT: 1/2" DIA CAST-IN-PLACE ANCHORS WITH 7" EMBED AT 32" OC, UNO SCHEDULE - FOUNDATION WALL MARK WIDTH VERT. BARS HORIZ. BARS FW1 8"#4 AT 18" OC #4 AT 18" OC SCHEDULE - CONTINUOUS FOOTING MARK WIDTH DEPTH LONG BARS TRANS BARS CF1 1' - 4" 8" (2) #4 CONT CF2 1' - 4" 18" (6) #6 CONT [(3) AT T&B] #3 TIES AT 24" OC SCHEDULE - PIER SCHEDULE MARK DIAMETER DEPTH REINFORCING P1 1' - 6" SCHEDULE - SLAB ON GRADE MARK SLAB PROPERTIES SLAB REINFORCING ADDITIONAL REQUIREMENTS SG4 4" (TOTAL DEPTH) NW CONCRETE #4 AT 18"OC EA WAY OR 6X6 W2.1XW2.1 WWF 10 MIL. VAPOR BARRIER ON 6" OF 3/4" CLEAN, GRADED ROCK. 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 J2J1 R1 R1 R1 J2J1 R1 R1 R1 H1 H1 H3 H3 B1 B1 B3 B1 B1 B1 B1 H1 H1 B1 B1 B1 B1 H2 H1H1 B2 B26x6 CEDAR6x6 CEDAR6x6 CEDAR6x6 CEDAR6x6 CEDAR6x6 CEDAR6x6 CEDAR1 S522 1 S522 2 S522 2 S522 4 S523 4 S523 4 S523 3 S522 5 S523 5 S523 5 S523 BW L -1 XX X X X X X X X X X X BWL-A XX X X X X X X X X X X XXXXXXXXXXXX XXXXXXXXXXXX XX X X X X X X X X X X XX X X X X X X X X X X BW L -2 BWL-B XXXXXXXXXXX XXXXXXXXX XXXXXXXXXXX CS -WS P XXXXXXXXXXXX XX X X X X X X E.C. #1 MIN 27" PANEL E.C. #1 XX X X X X X X X X X X T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S211 COMMUNITY BUILDING - FLOOR FRAMING PLAN 1/4" = 1'-0" COMMUNITY BUILDING - FLOOR FRAMING PLAN PLAN NOTES - WOOD FLOOR NOTES 1. FLOOR SHEATHING: 3/4" APA RATED T&G WSP, 48/24 SPAN RATING. PANEL FASTENED WITH 10d NAILS AT 6" OC EDGE AND 12" OC FIELD. 2. WALL CONSTRUCTION: STUD GRADE 2x6 SPF STUDS AT 16" OC MAX, UNO. 3. 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. 4. ALL UNMARKED HEADERS SHALL BE MIN (2) 2x10, UNO. 5. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. 6. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FINISHES, AND ADDITIONAL NOTES. SCHEDULE - HEADERS MARK HEADER SIZE COMMENTS H1 (2) 2x8 H2 (2) 2x10 H3 (3) 2x10 SCHEDULE - ROOF TRUSSES MARK TRUSSES COMMENTS R1 ROOF TRUSSES AT 24" OC (BY OTHERS) R2 2x6 AT 16" OC SCHEDULE - BEAMS MARK BEAM SIZE COMMENTS B1 (2) 2x10 B2 (2) 1 3/4"x11 7/8" LVL B3 (3) 1 3/4"x14" LVL B4 6X10 CEDAR SCHEDULE - JOISTS MARK JOISTS COMMENTS J1 11 7/8" TJI210 AT 16" OC J2 11 7/8" TJI210 AT 16" OC DOUBLED 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 R1R1 H1 H1 H1 H1 H1 H1H1 1 S523 1 S523 2 S523 2 S523 2 S523 BW L -1 XX X X X X X X X X X X BWL-A XX X X X X X X X X X X XX X X X X X X X X X X XXXXXXXXXXXX XXXXXXXXXXXX XX X X X X X X X X X X XX X X X X X X X X X X XX X X X X X X X X X X BW L -2 BWL-B XXXXXXXXXXX XXXXXXXXXXXX XXXXXXXXXXX T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S212 COMMUNITY BUILDING - ROOF FRAMING PLAN 1/4" = 1'-0" COMMUNITY BUILDING - ROOF FRAMING PLAN WOOD ROOF NOTES 1. ROOF SHEATHING: 5/8" NOMINAL APA RATED WSP, 40/20 SPAN RATING. PANEL FASTENED WITH 10d NAILS AT 6" OC EDGE AND 12" OC FIELD. 2. ROOF CONSTRUCTION: REFERENCE ARCHITECTURAL DRAWINGS FOR ROOF MATERIAL, WATERPROOFING MEMBRANE, AND INSULATION. 3. WALL CONSTRUCTION: STUD GRADE 2x6 SPF STUDS AT 16 OC MAX, UNO. 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. 5. ALL UNMARKED HEADERS SHALL BE MIN (2) 2x10, UNO. 6. REFERENCE GENERAL NOTES FOR ADDITIONAL SPECIFICATIONS. 7. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FINISHES, AND ADDITIONAL NOTES. SCHEDULE - ROOF TRUSSES MARK TRUSSES COMMENTS R1 ROOF TRUSSES AT 24" OC (BY OTHERS) R2 2x6 AT 16" OC SCHEDULE - HEADERS MARK HEADER SIZE COMMENTS H1 (2) 2x8 H2 (2) 2x10 H3 (3) 2x10 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 WALL HELD DOWN FOR SLAB SIMPSON STHD14 HOLD DOWN CONCRETE WALL PER PLAN PLAN VIEW -ALTERNATE BRACED WALL PANEL 2".2". PER PLAN PANEL WIDTH SIMPSON HDU5 HOLD DOWN WITH 5/8" DIA THREADED ROD WITH MIN 6" EMBEDMENT DRILL AND EPOXY WITH HILTI HIT-HY 200 (OR EQUIVALENT) 4 5/16".4 5/16". PER PLAN PANEL WIDTH WALL HELD DOWN FOR SLAB CONCRETE WALL PER PLAN PLAN VIEW -ALTERNATE BRACED WALL PANEL DRILL AND EPOXY OPTION 6" M I N 4 1/4". TENSION STRAP OPPOSITE SHEATHING PER TABLE R602.10.6.4 (THIS SHEET) LENGTH PER TABLE R602.10.5 (THIS SHEET) CONCRETE FOUNDATION WITH MIN (1) #4 BAR AT TOP AND BOTTOM OF FOOTING. LAP BARS MIN 15" MIN 2x4 FRAMING FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN & 3" OC IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3" OC TYP 2'-0" TO 18'-0" . 3/8" MIN THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN (2) 3500 LB TIE-DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) MIN (1) 5/8" DIA ANCHOR BOLT INSTALLED PER R403.1.6 WITH 2"x2"x3/16" PLATE WASHER HE I G H T PO N Y W A L L EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) EXTENT OF HEADER 10 ' - 0 " M A X . H E I G H T 3"x11 1/4" NET HEADER FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID- HEIGHT. ONE ROW OF TYPICAL SHEATHING-TO-FRAMING NAILING IS REQUIRED. IF 2x4 BLOCKING IS USED, THE 2x4's MUST BE NAILED TOGETHER WITH (3) 16D SINKERS MIN. 1000# CAPACITY TIE DOWN DEVICE (2) 2x4 STUDS MIN EXTEND STEEL STRAP ABOVE HEADER MIN DISTANCE PER MANUFACTURER TYPICAL PORTAL FRAME CONSTRUCTION FASTEN KING STUD TO HEADER WITH (8) 16d SINKER NAILS FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16d SINKER NAILS AT 3" OC, TYP MIN 7/16" WOOD STRUCTURAL PANEL SHEATHING SECTION 7 S524 S524 6 REF PLAN 2x WOOD STUDS 2x PLATE, NAIL SHEATHING TO PLATE, REF SCHEDULE FOR ANCHOR INFORMATION T.O. DBL PLATE REF ARCH T.O. SLAB REF ARCH HOLDDOWN ANCHOR AND BRACKET, REF SCHEDULE S520 7 S520 7 T.O. FLR FRAMING REF ARCH FLOOR BLOCKING / RIM JOIST CO N T I N U O U S O V E R A L L S T O R I E S SH E A R P A N E L C O N S T R U C T I O N VARIES, REF PLAN SHEAR PANEL WIDTH CONT DBL 2x TOP PLATE SHEAR PANEL EDGE NAILING, REF SCHEDULE INTERMEDIATE NAILING TO FRAMING MEMBERS, REF SCHEDULE 2x STUD VERTICAL CHORD (TYP BOTH ENDS OF SHEAR WALLS), REF SCHEDULE 2x WOOD BLOCKING BETWEEN STUDS ACROSS ENTIRE SHEAR PANEL AT ALL PANEL EDGES AS REQUIRED PER SCHEDULE REF PLAN 2x WOOD STUDS T.O. DBL PLATE REF ARCH FOUNDATION ROOF FRAMING NOTE:THIS DETAIL APPLIES TO WOOD CONSTRUCTION OF TWO STORIES OR MORE. LATERAL TIE CLIPS AT PANEL SPLICES AND EACH FLOOR, REF SCHEDULE S521 1 2x STUD VERTICAL CHORD (TYP BOTH ENDS OF SHEAR WALLS), REF SCHEDULE T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S300 SHEAR WALL ELEVATIONS NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS300 PORTAL FRAME WITH HOLD DOWNS (METHOD PFH)1 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS300 TYPICAL MULTI STORY BRACED WOOD WALL2 SCHEDULE - SHEAR WALLS NOTES: 1. WSP = WOOD STRUCTURAL PANEL PLYWOOD OR OSB. 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 WSP SHEAR WALLS. 3. SHEAR WALL NAILS SHALL HAVE FULL HEADS, CLIPPED NAILS ARE NOT ALLOWED. 4. ALL NAILS SHALL BE DRIVEN SUCH THAT THE HEAD IS FLUSH WITH FACE OF SHEATHING. DO NO OVERDRIVE NAILS. 5. SOLEPLATE NAILS SHALL BE INSTALLED SUCH THAT THE NAILS FULLY ENGAGE THE RIM BOARD BELOW (IF APPLICABLE). REF TYPICAL DETAILS. 6. PROVIDE INTERMEDIATE NAILING (FIELD) AT 12" OC, TYP. 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. 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. BOTH BOLT TYPES REQUIRE 0.229”x3”x3” PLATE WASHER WITH EDGE OF PLATE LOCATED WITHIN ½” OF SHEAR WALL SHEATHING. 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. 11. JACK STUDS FOR OPENINGS DO NOT COUNT TOWARDS THE REQUIRED NUMBER OF END STUDS IN A SHEAR WALL. 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 MARK SHEATHING PLACEMENT EDGE NAILS LTP4 / A35 SPACING SILL PLATE ATTACHMENT BLOCKED TYPE THICKNES S SIZE SPACING NAILING 1/2" DIA. A.B. SPACING 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" 16d AT 6" OC 32" 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 CONCRETE FOUNDATION WITH MIN (1) #4 BAR AT TOP AND BOTTOM OF FOOTING. LAP BARS MIN 15" HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING MIN 3"x11 1/4" NET HEADER STEEL HEADER PROHIBITED EXTEND STEEL STRAP ABOVE HEADER MIN DISTANCE PER MANUFACTURER TYPICAL PORTAL FRAME CONSTRUCTION FASTEN SHEATHING TO HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN MIN DOUBLE 2x4 FRAMING COVERED WITH MIN 7/16" THICK WOOD STRUCTURAL PANEL SHEATHING WITH 8d COMMON OR GALVANIZED BOX NAILS AT 3" OC IN ALL FRAMING (STUDS, BLOCKING, AND SILLS), TYP MIN (2) 1/2" DIAMETER ANCHOR BOLTS INSTALLED PER R403.1.6 WITH 2"x2"x3/16" PLATE WASHER BRACED WALL LINE CONTINUOUSLY SHEATHED WITH WOOD STRUCTURAL PANELS TENSION STRAPS PER TABLE 602.10.6.4 (ON OPPOSITE SIDE OF SHEATHING) IF NEEDED PANEL SPLICE EDGE SHALL OCCUR AND BE ATTACHED TO COMMON BLOCKING WITH 24" OF WALL MID-HEIGHT. ONE ROW OF 3" OC NAILING IS REQUIRED IN EACH PANEL EDGE. MIN DOUBLE 2x4 POST (KING AND JACK STUD). NUMBER OF JACK STUDS PER TABLES R502.5 (1) & (2). ANCHOR BOLTS PER SECTION R403.1.6 MIN 7/16" WOOD STRUCTURAL PANEL SHEATHING FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16d SINKER NAILS AT 3" OC, TYP EXTENT OF HEADER WITH DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) (ONE BRACED WALL PANEL) EXTENT OF HEADER WITH SINGLE PORTAL FRAME FOR SINGLE OR DOUBLE PORTAL 2'-18' FINISHED WIDTH OF OPENING HE I G H T PO N Y W A L L 10 ' - 0 " M A X H E I G H T 12 ' - 0 " M A X H E I G H T OVER CONCRETE OR MASONRY BLOCK FOUNDATION WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) OVER RAISE WOOD FLOOR - FRAMING ANCHOR OPTION (WHEN PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) (2) FRAMING ANCHORS APPLIED ACROSS SHEATHING JOINT WITH A CAPACITY OF 670 LBS IN THE HORIZONTAL AND VERTICAL DIRECTIONS WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) OVER RAISE WOOD FLOOR - OVERLAP OPTION (WHEN PORTAL SHEATHING LAPS OVER BAND OR RIMBOARD) ATTACH SHEATHING TO BAND OR RIM JOIST WITH 8d COMMON NAILS AT 3" OC TOP AND BOTTOM WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST MI N O V E R L A P 9 1 / 4 " (PER IRC R602.10.6.4) FASTEN KING STUD TO HEADER WITH (6) 16d SINKER NAILS T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S301 CS-PF BRACED WALL 1/2" = 1'-0"S301 BRACED WALL PANEL-IRC METHOD CS-PF CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION1 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 Ld Ld Ld WALL VERT & HORIZ REINFORCING, REF PLAN (4) ADDITIONAL VERT BARS AS SHOWN, SIZE TO MATCH WALL VERT REINFORCING (2) ADDITIONAL VERT BARS AS SHOWN, SIZE TO MATCH WALL VERT REINFORCING HOOK BAR, MATCH HORIZONTAL REINFORCING SIZE AND SPACINGCORNER BENT BAR, MATCH HORIZONTAL REINFORCING SIZE AND SPACING HOOK BAR, MATCH HORIZONTAL REINFORCING SIZE AND SPACING CONCRETE WALL WITH DOUBLE MAT REINFORCING Ld Ld Ld WALL VERT & HORIZ REINFORCING, REF PLAN (1) ADDITIONAL VERT BAR AS SHOWN, SIZE TO MATCH WALL VERT REINFORCING (1) ADDITIONAL VERT BAR AS SHOWN, SIZE TO MATCH WALL VERT REINFORCING HOOK BAR, MATCH HORIZONTAL REINFORCING SIZE AND SPACING CORNER BENT BAR, MATCH HORIZONTAL REINFORCING SIZE AND SPACING CONCRETE WALL WITH SINGLE MAT REINFORCING 1-1/2" ± 1/2" 3-1/2" ± 1/2" 2-1/2" ± 1/2" CONCRETE KEYED JOINT 2" 1 1/2" 45° (2) #4x4'-0" AT MID- HEIGHT OF SLAB RE-ENTRANT SLAB CORNER SLAB EDGE OR CONSTRUCTION JOINT SLAB EDGE 2' - 0 " T Y P 1 1/2" 2" 1 1/2" (2) #4x4'-0" AT MID- HEIGHT OF SLAB, TYP (1) #4 AT MID-HEIGHT OF SLAB, TYP WHERE 2'-0" CAN'T BE ACHIEVED HOOK BAR, REF HOOK DETAIL FOR MORE INFORMATION TYP 2'-0"2'-0" 2'-0" FOUNDATION, REF PLAN CONCRETE WALL, REF PLAN (2) #6 VERT FULL HEIGHT JAMB BARS, UNO ON PLANS WHERE 2'-0" CAN'T BE ACHIEVED HOOK BAR, REF HOOK DETAIL FOR MORE INFORMATION DOWELS TO MATCH JAMB BARS, UNO (2) #5 SILL BARS, UNO ON PLANS (2) #5x4'-0" CORNER DIAGONAL BARS (2) #5 BARS FOR OPENINGS 4'-0" WIDE OR LESS, (2) #6 BARS FOR OPENINGS UP TO 6'-0" WIDE, UNO ON PLANS 1 1/2" TYP CLR STOP EVERY OTHER HORIZONTAL BAR AT JOINT WATER STOP AND BITUTHENE STRIP AT JOINT FORMED KEY WAY SOIL SIDE CONSTRUCTION JOINT CONTROL JOINT D D/8 D/8 T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S500 TYPICAL CONCRETE DETAILS NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS500 TYP CONCRETE WALL CORNER REINFORCING4 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS500 TYP KEY IN CONCRETE1 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS500 TYP RE-ENTRANT CORNER IN CONCRETE SLAB2 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS500 TYP OPENING IN CONCRETE SLAB3 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS500 TYP OPENING IN CONCRETE WALL5 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS500 TYPICAL VERTICAL WALL CONTROL JOINT6 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 T.O.F. REF PLAN T.O.F. REF PLAN 2" CLR 3" CLR 3" CLR REF SPLICE LENGTH TABLE 2" CLR REF SPLICE LENGTH TABLE 1 1 STD 90° HOOK CONTRACTOR OPTION IF REQUIRED NOTE:BOTTOM OF FOOTING SHALL BEAR A MINIMUM OF FROST DEPTH FROM GRADE ELEVATION AS NOTED IN GENERAL NOTES. 1'-0"6"6"1'-0" 2" MIN 1'-0"6"6"1'-0" 2" MIN 2" MIN SLAB ON GRADE, REF PLAN FOR THICKNESS AND REINFORCING CONTINUOUS KEY AT CONTRACTORS OPTION 2" MIN T.O. SLAB REF PLAN T.O. SLAB REF PLAN #4 BARS AT 18" OC SLAB ON GRADE, REF PLAN FOR THICKNESS AND REINFORCING CONTINUOUS KEY AT CONTRACTORS OPTION #4 BARS AT 18" OC S L O P E R E F A R C H SLOPE REF ARCH MIN 5" MIN 4" 1 1 SLAB, REF PLAN FOR THICKNESS AND REINFORCING (1) #4xCONT EACH SIDE OF TRENCH (2) #4xCONT BOT. BARS REF ARCH REF ARCH #5 "Z" BARS AT 18" OC CONCRETE SLAB, REF PLAN MIN 2x4 KEY IN THICKENED SLAB AT JOINT 1/2" DIA x 1'-4" SMOOTH DOWELS AT 24" OC CONSTRUCTION JOINT DETAIL CONTRACTION JOINT DETAIL CONCRETE SLAB, REF PLAN SAW-CUT MIN 1/4 x SLAB THICKNESS CL SUBBASE, REF PLAN SUBBASE, REF PLAN BOND BREAKER (ONE SIDE) Ld Ld Ld Ld Ld Ld = CLASS B TENSION SPLICE CONT. TOP AND BOTTOM BARS. CORNER BARS AS SHOWN, SIZE TO MATCH TOP AND BOTTOM BARS, REF PLAN PROVIDE (2) ADDITIONAL STIRRUPS EACH SIDE OF EACH PENETRATION. (STIRRUP TYPE AND SIZE TO BE SAME AS THOSE IN BEAM). SQUARE OR RECTANGULAR PENETRATION MINIMUM D/3 HEIGHT PENETRATION MINIMUM D/3 MIN 2'-0" WIDTH PEN MIN 2'-0" MIN 2'-0" WIDTH PEN MIN 2'-0" MINIMUM D/3 HEIGHT PEN MINIMUM D/3 ROUND PENETRATION BEAM TOP AND BOTTOM REINFORCING TYP 2" TYP 1 1/2" TYP 2" TYP 1 1/2" 2" 2" 2" 2" ADDITIONAL REINFORCEMENT AT EACH PENETRATION SEE NOTE 9 SEE NOTE 9 SEE NOTE 7SEE NOTE 7 ELEVATION PLAN NOTES: 1. CONTRACTOR TO COORDINATE LOCATION, SIZE AND ELEVATION AND INCLUDE IN HIS CONTRACT PRICE ALL REQUIRED HORIZONTAL PENETRATIONS THROUGH CONCRETE BEAMS WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT. 2. WHERE BEAM PENETRATIONS ARE REQUIRED BUT ARE NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS, SUBMIT DRAWINGS, SHOWING DIMENSIONS AND LOCATIONS OF ALL REQUIRED PENETRATIONS, FOR REVIEW AND APPROVAL. 3. "D" DENOTES THE DEPTH OF BEAM. 4. CLEAR SPACING BETWEEN PENETRATIONS SHALL BE 24" MINIMUM UNLESS DESIGNED OTHERWISE BY THE ENGINEER. 5. PENETRATIONS SHALL BE LOCATED ACCORDING TO THE FOLLOWING CRITERIA: A. FOR BEAMS NOT SUPPORTING INTERSECTING BEAMS: LOCATE PENETRATIONS WITHIN TWO FEET EITHER SIDE OF BEAM MIDSPAN. B. FOR BEAMS SUPPORTING INTERSECTING BEAMS: CHECK WITH STRUCTURAL ENGINEER . 6. AT EACH SLEEVE, UNLESS REQUIRED OTHERWISE BY NOTE #7 BELOW, PROVIDE THE FOLLOWING: • (1) #5 TOP AND BOTTOM AT BEAMS WITH WIDTHS LESS THAN 9". • (2) #5 TOP AND BOTTOM AT BEAMS WITH (2) LEG STIRRUPS. • (4) #5 TOP AND BOTTOM AT BEAMS WITH (4) LEG STIRRUPS. • (N) #5 TOP AND BOTTOM AT BEAMS WITH (N) LEG STIRRUPS. 7. PENETRATION WIDTH <= PENETRATION DEPTH (UNLESS SHOWN OTHERWISE ON THE STRUCTURAL DRAWINGS). 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 SHOP DRAWINGS. 9. PROVIDE ADDITIONAL STIRRUPS AT SPACING NOT TO EXCEED ONE HALF OF THE SCHEDULED STIRRUP SPACING (UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS). 10. SEPARATE THE UTILITIES PASSING THRU SLEEVES / PENETRATIONS TO ADEQUATELY ACCOMMODATE ANY POTENTIAL SWELL FROM THE ON-SITE SOILS. 3" 3" CL 1'-6 " NON-SHRINK GROUT AROUND COLUMN ISOLATION JOINT ADD (2) #4 BARS MIN CENTERED ON COLUMN CORNERS CONTRACTION JOINT ALIGN CORNERS OF ISOLATION JOINT WITH CONTRACTION JOINT COLUMN AND BASEPLATE PER PLAN 4'-0 " M A X 2'-0 " M I N 6"6"6"6" D/3 D/3 D/3 T.O. GRADE BEAM REF PLAN (4) ADDITIONAL STIRRUPS, REF FOOTING SCHEDULE FOR SIZE HORIZONTAL REINF CONTINUOUS THROUGH CONSTRUCTION JOINT FOOTING WIDTH MINUS 6" 3 1/2" LONG SHEAR KEY WIDTH OF KEY SHALL BE CONTRACTOR OPTION IF REQUIRED DEPTH OF FOOTING, D 1 1 B.O.F. REF PLAN B.O.F. REF PLAN MAXIMUM 45 DEGREE SLOPE BETWEEN ADJACENT FOOTINGS OR FOUNDATION, STEP FOUNDATION AS REQUIRED 1 1 B.O.F. REF PLAN B.O. TRENCH DO NOT EXCAVATE A TRENCH CLOSER THAN A 45 DEGREE ANGLE BELOW BOTTOM OF FOOTING OR FOUNDATION FINISH GRADE, REF ARCH/CIVIL FOR LENGTH REFERENCE BASEPLATE SCHEDULE MIN 4" PROJECTION SCHEDULE DIAMETER REFERENCE BASE PLATE TOP OF CONCRETE 3/16 TACK HEAD OR DAMAGE THREADS 1 1 REF ARCH #5 "Z" BARS AT 18" OC REF ARCH MIN 4" MIN 5" (2) #4xCONT BOT. BARS SLAB, REF PLAN FOR THICKNESS AND REINFORCING (1) #4xCONT EA. SIDE OF TRENCH GRATING BY OTHERS. SUPPLIER TO DESIGN GRATING TO SUPPORT 2 KIP LIVE LOAD OVER 4 POINT LOADS L2x2x3/16 x CONT (HDG) ANGLE WITH 3/8"x4" HAS (HDG) AT 24" OC 1 1 6"6" #5 "Z" BARS AT 18" OC CONTINUOUS KEY AT CONTRACTORS OPTION (2) #4xCONT BARS SLAB, REF PLAN FOR THICKNESS AND REINFORCING T.O. SLAB RE: PLAN T.O. SLAB RE: PLAN #4 BARS AT 18" OC CASE 1: PIPE PENETRATION DOES NOT INTERFERE WITH GRADE BEAM REINFORCEMENT SLEEVE PIPE THROUGH FOOTING; REF MEP FOR PIPE SIZE AND LOCATION PROVIDE COMPRESSIBLE, WATERPROOF, RODENT-PROOF MATERIAL AROUND SLEEVE BOTTOM LAYER OF GRADE BEAM REINFORCEMENT. IF BOTTOM OF PIPE PENETRATION IS NOT AT LEAST 3" ABOVE BOTTOM REINFORCEMENT, USE CASE 3 ADDITIONAL PENETRATION REINFORCING, REF TYP DETAILS ≥ 3" 1"REF MEP SLEEVE PIPE THROUGH FOOTING; REF MEP FOR PIPE SIZE AND LOCATION PROVIDE COMPRESSIBLE, WATERPROOF, RODENT-PROOF MATERIAL AROUND SLEEVE GRADE BEAM REF MEP 1" ≥ 3" B.O. GRADE BM REF PLAN B.O. GRADE BM REF PLAN GRADE BEAM PIPE DOES NOT PENETRATE GRADE BEAM REF MEP ≥ 3"B.O. GRADE BM REF PLAN SLEEVE PIPE THROUGH FOOTING; REF MEP FOR PIPE SIZE AND LOCATION PROVIDE COMPRESSIBLE, WATERPROOF, RODENT-PROOF MATERIAL AROUND SLEEVE BOTTOM LAYER OF GRADE BEAM REINFORCEMENT. BREAK REINFORCEMENT AT PENETRATION ADDITIONAL PENETRATION REINFORCING, REF TYP DETAILS GRADE BEAM FORM GRADE BEAM DEPRESSION AT PIPE PENETRATION LOCATION 1 1 REINFORCE DEPRESSION WITH SADDLE BARS MATCHING GRADE BEAM BOTTOM REINFORCING SIZE AND SPACING MIN ACI LAP SPLICE LENGTH BETWEEN BOTTOM REINFORCING AND DEPRESSION REINFORCING TYP 6" MIN ≥ 3" TYP CASE 2: PIPE PENETRATION BELOW GRADE BEAM CASE 3: PIPE PENETRATION INTERFERES WITH GRADE BEAM REINFORCING T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S501 TYPICAL FOUNDATION DETAILS NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 TYP FOOTING STEP7 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 SLAB ON GRADE AT RAMP9 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 TYP SLAB AT TRENCH10 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 SLAB ON GRADE CONTROL JOINT8 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 TYP FOUNDATION CORNER DETAIL5 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 GRADE BEAM PIPE SLEEVE3 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 TYP COLUMN ISOLATION JOINT13 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 TYP GRADE BEAM CONSTRUCTION JOINT6 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 MAXIMUM SLOPE BETWEEN ADJACENT FOUNDATIONS1 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 MAXIMUM SLOPE BETWEEN FOUNDATION AND TRENCH2 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 TYP ANCHOR BOLT14 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 TYP SLAB AT TRENCH WITH GRATING11 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 TYP CONCRETE SLAB ON GRADE STEP12 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS501 GRADE BEAM AT PIPE PENETRATION4 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 GRID REF SCHEDULE 3" CLR SCHEDULE REF EMBEDMENT DEPTH REF PLAN T.O. SLAB REF PLAN T.O.F. REF PLAN STEEL COLUMN, REF PLAN BASE PLATE, REF SCHEDULE 1-1/2" SHIM AND GROUT FILL BLOCKOUT WITH NON-SHRINK GROUT THICKENED SLAB EDGE SLAB, REF PLAN SUBBASE, REF PLAN FOOTING, REF SCHEDULE FOR SIZE AND REINFORCEMENT REF SCHEDULE REF SCHEDULE PLAN VIEW SPREAD FOOTING, REF PLAN TOP & BOT. REINFORCING, REF PLAN VERT BARS AT 18" OC MAX AROUND PERIMETER, REF SCHEDULE FOR SIZE (1) VERT BAR EACH CORNER, REF SCHEDULE FOR SIZE T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S502 TYPICAL FOUNDATION DETAILS NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS502 TYP INTERIOR SPREAD FOOTING15 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS502 TYP DEEP SPREAD FOOTING VERTICAL REINFORCING16 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 #3 x 4'-0" HOOK BARS AT 24" OC CONCRETE SLAB, REF PLAN EXTERIOR SHEATHING, REF PLAN STUD WALL, REF PLAN 2x TRTD SILL PLATE, REF PLAN FOR ANCHORAGE T.O. SLAB REF PLAN T.O.F. REF PLAN SUB BASE, REF PLANSUB BASE, REF PLAN EXTERIOR SLAB, REF PLAN CONCRETE FOOTING, REF PLAN THICKENED SLAB EDGE WITH (2) #4 BARS CONT SLOPE REF ARCH #4 DOWELS, DRILL AND EPOXY MIN 5" INTO FDTN WITH HILTI HIT- HY 200 AT 24" OC REF ARCH T.O. SLAB REF PLAN T.O. FOOTING REF PLAN 1'-0" 1'-0" 3" CLR SLAB, REF PLAN EXPANSION MATERIAL, REF ARCH T.O. SLAB REF PLAN WALL FRAMING, REF PLAN 2x SOLE PLATE, REF PLAN FOR ANCHORAGE T.O.F. REF PLAN SHEATHING, REF PLAN GRADE, REF ARCH/CIVIL FOUNDATION WALL, REF PLAN CONTINUOUS FOOTING, REF PLAN. CENTERED ON FOUNDATION WALL SUBBASE, REF PLAN ATTACH WALL SHEATHING PER EDGE NAILING REQUIREMENTS, REF PLAN 3" CLR (1) #4 BAR CONT AT THICKENED SLAB EDGE #4x4'-0" HOOK BARS AT 18" OC T.O. WALL REF PLAN 18" MIN SLAB, REF PLAN T.O. SLAB REF PLAN EXPANSION MATERIAL, REF ARCH GLAZING, REF ARCH T.O. WALL REF PLAN T.O.F. REF PLAN FOUNDATION WALL, REF PLAN CONTINUOUS FOOTING, REF PLAN. CENTERED ON FOUNDATION WALL SUBBASE, REF PLAN 3" CLR (1) #4 BAR CONT AT THICKENED SLAB EDGE #4x4'-0" HOOK BARS AT 18" OC #4 SMOOTH DOWELS AT 18" OC INTERIOR FINISH, REF ARCH CONC SLAB, REF PLAN STUD WALL, REF PLAN 2x TRTD SILL PLATE, REF PLAN FOR ANCHORAGE T.O. SLAB REF PLAN T.O.F. REF PLAN FOUNDATION WALL, REF PLAN CONTINUOUS FOOTING, REF PLAN. CENTERED ON FOUNDATION WALL SUBBASE, REF PLAN (1) #4 BAR CONT AT THICKENED SLAB EDGE #4x4'-0" HOOK BARS AT 18" OC T.O. WALL REF PLAN CLR3" #3 x 4'-0" HOOK BARS AT 24" OC CONCRETE SLAB, REF PLAN EXTERIOR SHEATHING, REF PLAN STUD WALL, REF PLAN 2x TRTD SILL PLATE, REF PLAN FOR ANCHORAGE SCHEDULE REF T.O. SLAB REF PLAN T.O.F. REF PLAN SUB BASE, REF PLAN CONCRETE FOOTING, REF PLAN EXTERIOR GRADE, REF CIVIL REF PLAN FROST DEPTH 3" CLR INTERIOR FINISH, REF ARCH CONC SLAB, REF PLAN STUD WALL, REF PLAN 2x TRTD SILL PLATE, REF PLAN FOR ANCHORAGE SUB BASE, REF PLAN T.O. SLAB REF PLAN SCHEDULE REF CONTINUOUS FOOTING, REF PLAN #3 x 4'-0" HOOK BARS AT 24" OC, ALTERNATE DIRECTIONS T.O.F. REF PLAN 3" CLR T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S503 FOUNDATION DETAILS 3/4" = 1'-0"S503 TYPICAL FOUNDATION STOOP3 3/4" = 1'-0"S503 WOOD FRAMING ON STEM WALL FOUNDATION4 3/4" = 1'-0"S503 THRESHOLD ON STEM WALL FOUNDATION5 3/4" = 1'-0"S503 TYPICAL INTERIOR FOUNDATION AT STEM WALL6 100% Construction Set 12/05/2022 RFI #1 12/20/2022 3/4" = 1'-0"S503 TYPICAL FOUNDATION AT EXTERIOR1 3/4" = 1'-0"S503 TYPICAL INTERIOR FOUNDATION2 2 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/20/22 BLOCKING AS REQUIRED, REF PLAN 4 S520 4 S520 S520 9 S520 8 S520 10 S520 6 S520 6 S520 7 5 S520 5 S520 STUD FACE 5/8" MIN BORED HOLES DIA 40% OF STUD WIDTH, 60% OF STUD WIDTH IF DOUBLE STUD WIDTH MAX NOTCH 25% OF STUD EXTERIOR OR BEARING WALL STUD FACE 5/8" MAX BORED HOLES DIA 60% OF STUD WIDTH MAX WIDTH MAX NOTCH 40% OF STUD NON-BEARING PARTITION BORED HOLES DIA 40% OF STUD WIDTH, 60% OF STUD WIDTH IF DOUBLE STUD WIDTH MAX NOTCH 25% OF STUD EXTERIOR OR BEARING WALL BORED HOLES DIA 60% OF STUD WIDTH MAX WIDTH MAX NOTCH 40% OF STUD NON-BEARING PARTITION ALTERNATE FOR OBLONG BORED HOLES STUD FACE 5/8" MIN STUD FACE 5/8" MAX HH PENETRATIONS THRU STUDS WALL SIZE STUDS LOAD BEARING OR EXTERIOR WALL BORED HOLE SIZE NON LOAD BEARING WALL BORED HOLE SIZE 2 x 4 (2) 2 x 4 2 x 6 (2) 2 x 6 2 x 8 (2) 2 x 8 1 3/8" - 2 1/4" - 2 7/8" - - - - 40%60% 2 1/8" 3 5/16" 4 3/8" 60% LOAD BEARING WALL NOTCH NON-LOAD BEARING WALL NOTCH 2 1/8" 2 1/8" 3 15/16" 4 3/8" 3 15/16" 4 3/8" 25% 40% 7/8" 7/8" 1 3/8" 1 3/8" 1 13/16" 1 13/16" 1 3/8" 1 3/8" 2 1/4" 2 1/4" 2 7/8" 2 7/8" PLATES: TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF WIDTH MUST BE REPAIRED USING 16 GA (MIN) METAL TIE THAT IS AT LEAST 1-1/2" WIDE (SECTION 2308.9.8 IBC) IF WALL IS A SHEAR WALL IT MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS). NOTE: SEE SECTION 2308.9.10, 2308.9.11 AND FIGURE 2308.9.10 IBC. WALL SIZE 2 x 4 2 x 6 2 x 8 HOLE SIZE 1 3/4" 2 3/4" 3 5/8" VERTICAL HOLE SIZE (H) D + 1/2" AT LVL'S 1&2 D + 1" AT LVL 3 D + 1-1/4" AT LVL 4 D + 1-1/2" AT LVL 5 a a b 1 1/2" 1 1/2" a a b 1 1/2" DENOTES NAIL FASTENED FROM FACE SHOWN DENOTES NAIL FASTENED FROM OPPOSITE FACE 2-PLY 3-PLY 4-PLY (5-PLY SIM) (2) 2x4 / 2x6 a = 6" b = 2-1/2" NAILS: 10d COMMON (3) 2x4 / 2x6 a = 8" b = 3-1/2" NAILS: 30d COMMON NAILS/FASTENMASTER TRUSSLOK (4+) 2x4 / 2x6 a = 8" b = 3-1/2" NAILS: FASTENMASTER TRUSSLOK OR LOGHOG 2x4 NAILING 2x6 NAILING NOTES: 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF COLUMN. 2. ALL NAILS/SCREWS SHALL PENETRATE ALL LAMINATIONS AND AT LEAST 75% OF THE OUTERMOST LAMINATION 3. REFERENCE MINIMUM FASTENER LENGTH (2) 2x - 2 5/8" (2) 1 3/4" - 3 1/16" (3) 2x - 4 1/8" (3) 1 3/4" - 4 13/16" (4) 2x - 5 5/8" (4) 1 3/4" - 6 9/16" (5) 2x - 7 1/8" (5) 1 3/4" - 8 5/16" SCHEDULE - WOOD JAMB OPENING WIDTH # OF STUDS d1 d2 STRAP TYPE UP TO 3'-4" 2 2 SIMPSON CS18 WITH 10d NAILS 3'-5" TO 6'-0" 2 2 SIMPSON CS14 WITH 10d NAILS 6'-1" TO 10'-0" 2 3 SIMPSON CMSTC16 WITH 16d NAILS B.O. HEADER REF ARCH WOOD HEADER PER PLAN WALL STUD PER PLAN 2x TOP PLATE 2x BOTTOM PLATE d1d2 JACK STUDS BELOW HEADER KING STUDS JACK STUDS ABOVE HEADER d1 CL O F S T R A P CL O F H E A D E R SIMPSON STRAP BOTH SIDES OF HEADER CENTERED ON JACK STUDS AND CENTERED ON HEADER SCHEDULE - WOOD SILL OPENING WIDTH SILL REQUIRED CONNECTION UP TO 3'-4" (1) CONTINUOUS 2x6 (4) 16d NAILS 3'-5" TO 6'-0" (2) CONTINUOUS 2x6 SIMPSON A35 6'-1" TO 10'-0"(2) CONT. 1 3/4"x5 1/2" LVL (2) SIMPSON A35 [(1) T&B] T.O. SILL REF ARCH OPENING OR GLAZING, REF ARCHJAMB, REF TYP JAMB DETAIL CONNECTION, REF SCHEDULE WALL STUDS PER PLAN SILL PLATE, PER SCHEDULE CRIPPLE STUD TO BE NAILED AT TOP. NUMBER OF NAILS TO MATCH SILL NAILS MATCH NUMBER OF NAILS SPECIFIED TO TOP OF CRIPPLE STUD BETWEEN SPLICES 4'-0" MIN 2" TYP SPLICE AT BOTTOM 2x WALL STUDS, REF PLAN FOR SIZE AND SPACING SPLICE AT TOP 2x TOP PLATE SPLICE CONNECTION, EA. SIDE OF SPLICE, TYP (26) 16d COMMON NAILS EACH SIDE OF SPLICE, UNO TOP PLATE SPLICE CONNECTION, EA. SIDE OF SPLICE, TYP TOP CHORD APPLIES AT ALL LOAD BEARING AND SHEAR WALLS WOOD BEAM OR TRUSS, REF PLAN IN WALL BUILT-UP COLUMN OR POST BENEATH BEAM OR TRUSS, REF PLAN RUN STUD ALONG SIDE OF BEAM AND NAIL WITH MIN (4) 16d NAILS TO WOOD BEAM, REF TRUSS MANUFACTURER FOR FASTENING OF WOOD TRUSS SIDE VIEW WOOD BEAM OR TRUSS, REF PLAN RUN STUD ALONG SIDE OF BEAM AND NAIL WITH MIN (4) 16d NAILS TO WOOD BEAM, REF TRUSS MANUFACTURER FOR FASTENING OF WOOD TRUSS REF BUILT-UP STUD COLUMN DETAIL FOR LAMINATION INFORMATION DBL 2x TOP PLATE WALL STUDS, REF PLAN IN WALL BUILT-UP COLUMN OR POST BENEATH BEAM, REF PLAN REF BUILT-UP STUD COLUMN DETAIL FOR LAMINATION INFORMATION FASTEN BEAM TO TOP PLATE WITH SIMPSON H2.5, UNO FASTEN BEAM TO WOOD COLUMN WITH SIMPSON H2.5 EACH SIDE, UNO RUN STUD ALONG END OF BEAM TO TOP PLATE, FASTEN TO BEAM WITH (8) 10d NAILS EACH SIDE OF HEADER, UNO WOOD BEAM, REF PLAN 2x PACKOUT AT EACH END AND 4'-0" OC MAX THROUGHOUT HEADER SPAN HEADERS WITH 1" AND LESS GAP BETWEEN VERT MEMBERS 2x PLATE TOP & BOT UNO HEADER VERT MEMBERS, REF PLAN REF MULTIPLE PLY BEAM NAILING SCHEDULE PLYWOOD PACKOUT BETWEEN VERT MEMBERS FASTEN PLATE TO EACH VERT MEMBER WITH 10d NAILS AT 16" OC UNO HEADERS WITH GREATER THAN 1" GAP BETWEEN VERT MEMBERS 2x PLATE TOP & BOT UNO HEADER VERT MEMBERS, REF PLAN FASTEN VERT MEMBERS TO PACKOUT WITH (3) 10d NAILS FASTEN PLATE TO EACH VERT MEMBER WITH 10d NAILS AT 16" OC UNO PERPENDICULAR TO TRUSS/JOISTS PARALLEL TO TRUSS/JOISTS TRUSS/JOISTS, REF PLAN NON STRUCTURAL WALL, REF ARCH 2x4 LAID FLAT AT 48" B, TOENAIL TO TRUSSES SIMPSON DTC OR EQUAL, INSTALL SLOT NAIL AT THE TOP OF SLOT. NAIL SHOULD NOT BE DRIVEN COMPLETELY FLUSH AGAINST CONNECTOR 1/2" MAX TRUSS/JOISTS , REF PLAN NON STRUCTURAL WALL, REF ARCH SIMPSON DTC OR EQUAL, INSTALL SLOT NAIL AT THE TOP OF SLOT. NAIL SHOULD NOT BE DRIVEN COMPLETELY FLUSH AGAINST CONNECTOR 1/2" MAX NOTES: 1.FOR CLARITY, TRUSSES ARE SHOWN IN THIS DETAIL. HOWEVER, DETAIL APPLIES TO ALL FLOOR/ROOF FRAMING TYPES. 2.CEILING FINISH SHALL NOT BE ATTACHED TO ROOF TRUSS WITHIN 12" OF WALL. 8" MAX . . 2x STUD OPENING IN WOOD STUD, MAKE TOP AND BOTTOM OPENING ROUNDED MAX OPENING IN BEARING OR EXTERIOR STUD: 1-1/2" FOR 2x4 STUD 2-1/4" FOR 2x6 STUD CONDUIT OR HORIZONTAL PLUMBING RUN GAP REQUIRED ABOVE AND BELOW FOR DIFFERENTIAL MOVEMENT, REFERENCE WOOD SHRINKAGE DIAGRAM FOR ANTICIPATED SHRINKAGE OF WOOD STRUCTURE. CONSULT WITH MEP ENGINEER FOR ANTICIPATED MOVEMENT OF CONDUIT OR PIPE T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S520 TYPICAL WOOD DETAILS NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS520 TYPICAL WOOD FRAMED WALL2 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS520 CUTTING, NOTCHING, AND BORED HOLES IN STUDS AND PLATES3 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS520 TYPICAL BUILT-UP STUD COLUMN4 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS520 TYPICAL JAMB DETAIL6 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS520 TYPICAL SILL DETAIL7 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS520 TYPICAL PLATE SPLICE8 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS520 TYPICAL BEAM OR TRUSS AT STUD WALL9 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS520 FLUSH WOOD BEAM AT WOOD STUD WALL10 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS520 TYPICAL WOOD HEADER DETAIL5 3/4" = 1'-0"S520 ARCHITECTURAL WALL CONNECTION11 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS520 WOOD STUD PENETRATION FOR SHRINKAGE1 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 DBL 2x TOP PLATE HOLD DOWN BRACKET [T&B] AND ANCHOR ROD, REF SCHEDULE 2x SOLE PLATE, REF SCHEDULE FOR CONNECTION TO FLOOR BLOCKING / RIM JOIST FLOOR BLOCKING / RIM JOIST, FLOOR JOISTS NOT SHOWN FOR CLARITY HOLD DOWN POST, REF SCHEDULE REF MANUFACTURER'S SPEC FOR HOLD DOWN BRACKET CONNECTION TO HOLD DOWN POST WALL FRAMING, REF PLAN SOLID 2x BLOCKING AT HOLD-DOWN POST, TYP PREMANUFACTURED WOOD TRUSS BY OTHERS, REF PLAN. TRUSS MANUFACTURER SHALL PROVIDE VERTICAL WEB TO MATCH LOCATION OF SHEAR PANEL, TYP ROOF OR FLOOR SHEATHING, REF PLANFASTEN SHEATHING TO BLOCKING PER EDGE NAILING REQUIREMENTS, REF PLAN BLOCKING SHEAR PANEL SHEATHING SHALL MATCH SHEAR WALL BELOW, UNO ON PLAN WOOD WALL TOP PLATE OR BEAM AS OCCURS, REF PLAN FASTEN TRUSS BLOCKING BOTTOM MEMBER TO TOP OF WOOD WALL TOP PLATE OR BEAM WITH 16d NAILS MATCHING EDGE NAILING REQUIREMENTS, REF PLAN FASTEN BLOCKING SHEAR PANEL PER EDGE NAILING REQUIREMENTS, REF PLAN FASTEN TRUSS BLOCKING VERTICAL MEMBERS TO TRUSS WITH 16d NAILS MATCHING SHEAR PANEL EDGE NAILING REQUIREMENTS D 1.5xD MIN 1.5xD MIN 2xD MIN BLOCKING SHEAR PANEL PENETRATIONS, REF ARCH WALL SHEATHING, REF PLANINSIDE CORNER WALL FRAMING, REF PLAN ATTACH WALL SHEATHING PER EDGE NAILING REQUIREMENTS, REF PLAN 2-PLY (3) ROWS OF 16d x 3" NAILS AT 6" OC (ALT SIDES) LOAD LOAD LOAD (3) ROWS OF 16d x 3 1/2" NAILS AT 6" OC (EA SIDES) (2) ROWS OF 1/2" DIA A307 THRU BOLTS AT 12" OC STAGGERED TOP LOADING SIDE LOADING LOADLOAD ADDITIONAL LOAD IF APPLICABLE (3) ROWS OF 16d x 3" NAILS AT 6" OC ON LOADED FACE ADDITIONAL (3) ROWS OF 16d x 3" NAILS AT 6" OC IF LOADED ON BOTH FACES LOADLOAD ADDITIONAL LOAD IF APPLICABLE ADDITIONAL (4) ROWS OF 16d NAILS AT 6" OC IF LOADED ON BOTH FACES (4) ROWS OF 16d x 3" NAILS AT 9" OC ON MIDDLE PLY (4) ROWS OF 16d x 3" NAILS AT 6" OC ON LOADED FACE OUTSIDE PLY (3) 1/2" DIA A307 THRU BOLTS AT 9" OC. ALL ROWS STAGGERED LOADLOAD ADDITIONAL LOAD IF APPLICABLE 2" 2" 2" 2" 2" 2" 2" 2"2" 2" 2" 2" NOTES: 1. NAILING SHOWN APPLIES UNLESS SPECIFICALLY NOTED IN DETAILS. 2. SPACE NAILS EVENLY THROUGHOUT DEPTH OF BEAM. PLYS 3-PLY 4-PLY SCHEDULE - TYPICAL BUILT-UP WOOD BEAM JOIST OR RAFTER FRAMING, REF PLAN SHEATHING, REF PLAN PANEL FIELD EDGE FASTENING, REF PLAN PANEL EDGE FASTENING, REF PLAN SOLID BLOCKING AS REQUIRED, REF PLAN; HIGHLIGHTED GRAY FOR CLARITY ARROW INDICATES PANEL DIRECTION/ORIENTATION NOTES: 1. NAILS TO BE COMMON NAILS OR GALVANIZED (HOT-DIPPED OR TUMBLED) BOX NAILS. SINKER NAILS, COOLER NAILS, ETC SHALL NOT BE USED. 2. NAILS SHALL HAVE FULL HEADS, CLIPPED NAILS ARE NOT ALLOWED. 3. PANELS SHALL NOT BE LESS THAN 4'-0"x8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING, WHERE MINIMUM PANEL 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. J O I S T /R A F T E R S P A C I N G , R E F P L A N SHEATHING, REF PLAN PANEL FIELD EDGE FASTENING, REF PLAN PANEL EDGE FASTENING, REF PLAN ARROW INDICATES PANEL DIRECTION/ORIENTATION PREMANUFACTURED TRUSS BY OTHERS, REF PLAN BLOCKING AS REQUIRED, REF PLAN; HIGHLIGHTED GRAY FOR CLARITY T R U S S S P A C I N G R E F P L A N NOTES: 1. NAILS TO BE COMMON NAILS OR GALVANIZED (HOT-DIPPED OR TUMBLED) BOX NAILS. SINKER NAILS, COOLER NAILS, ETC SHALL NOT BE USED. 2. NAILS SHALL HAVE FULL HEADS, CLIPPED NAILS ARE NOT ALLOWED. 3. PANELS SHALL NOT BE LESS THAN 4'-0"x8'-0" EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING, WHERE MINIMUM PANEL 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. T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S521 TYPICAL WOOD DETAILS NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS521 TYPICAL WOOD FRAMING FLOOR TO FLOOR TIE2 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS521 TRUSS BLOCKING SHEAR PANEL1 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS521 TYPICAL THREE STUD CORNER4 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS521 TYPICAL BUILT UP WOOD BEAM3 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS521 TYPICAL WOOD FRAMING WOOD DIAPHRAGM5 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS521 TYPICAL WOOD TRUSS WOOD DIAPHRAGM6 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 WALL FRAMING, REF PLAN FLOOR SHEATHING, REF PLAN WALL SHEATHING, REF PLAN 2x SOLE PL ATTACHED WITH 16d NAILS AT 16" OC, UNO SIMPSON CLIP, REF SHEAR WALL DETAILS CONTINUOUS LSL RIM I-JOISTS, REF PLAN PROVIDE SOLID 2x SQUASH BLOCKING AT EACH UNSUPPORTED WALL STUD TRUSS ATTACHMENT AT EACH TRUSS BEARING (COORDINATE WITH TRUSS MANU) 2x CONT DBL TOP PL, REF SHEAR WALL DETAILS FOR ADDITIONAL INFO TRUSS BRG REF ARCH WALL FRAMING, REF PLAN FLOOR SHEATHING, REF PLAN WALL SHEATHING, REF PLAN 2x SOLE PL ATTACHED WITH 16d NAILS AT 16" OC, UNO SIMPSON CLIP, REF SHEAR WALL DETAILS I-JOISTS, REF PLAN BLOCKING AT FIRST (3) BAYS AT 4'-0" OC 2x CONT DBL TOP PL, REF SHEAR WALL DETAILS FOR ADDITIONAL INFO TRUSS BRG REF ARCH PROVIDE SOLID 2x WIDE BLOCKING AT EACH WALL STUD CONTINUOUS LSL RIM WALL FRAMING, REF PLAN, TYP WALL FRAMING, REF PLAN, TYP JOISTS, REF PLAN DIAPHRAGM EDGE NAILING, REF PLAN FLOOR SHEATHING, REF PLAN CONTINUOUS DOUBLE TOP PLATE, TYP WALL FRAMING, REF PLAN FLOOR SHEATHING, REF PLAN WALL SHEATHING, REF PLAN 2x SOLE PLATE, REF PLAN WOOD JOIST, REF PLANJOIST BRG REF ARCH SIMPSON LUS210 HANGER AT EACH JOIST T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S522 WOOD FRAMING DETAILS 3/4" = 1'-0"S522 WOOD TRUSS BEARING AT EXTERIOR WALL1 3/4" = 1'-0"S522 WOOD TRUSSES PARALLEL TO EXTERIOR WALL2 3/4" = 1'-0"S522 IJOIST MID BEARING3 3/4" = 1'-0"S522 WOOD JOIST BEARING AT BEAM4 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 REF ARCH ROOF BRG REF ARCH WALL FRAMING, REF PLAN EXTERIOR SHEATHING, REF PLAN SOLID BLOCKING BETWEEN EACH TRUSS 2x CONTINUOUS DBL TOP PLATE, REF SHEAR WALL DETAILS FOR CONNECTION ROOF SHEATHING, REF PLAN CONT 2x BAND, REF ARCH MIN (1) SIMPSON H2.5A HOLD-DOWN ANCHOR AT EACH TRUSS, COORDINATE WITH TRUSS MANUFACTURER WOOD TRUSSES, REF PLAN ATTIC VENTILATION INFO, REF ARCH STUD WALL, REF PLAN EXTERIOR SHEATHING, REF PLAN 2x CONTINUOUS DBL TOP PLATE, REF S600 FOR CONNECTION GABLE END TRUSS WOOD TRUSSES, REF PLAN DBL 2x4 KICKER AT 4'-0" OC MAX, ATTACH TO BLOCKING WITH MIN (4) 16d FACE NAILS AT EACH END 2x4 LOOKOUT AT 24" OC, ATTACH TO TRUSS WITH SIMPSON LS30 ROOF SHEATHING, REF PLAN CONT 2x BAND, REF ARCH 2x BLOCKING AT 4'-0" OC MAX FIRST (2) BAYS [T&B] (1) SIMPSON H2.5A HOLD-DOWN SIMPSON LTP4 CLIP AT PANEL SPLICE 48" OC TYP (1) SIMPSON LS30 REF ARCH ROOF BRG REF ARCH TRUSS BRG REF ARCH (2) 2x6 CONT TOP PLATE REF SHEAR WALL SCHEDULE TRUSS CLIP (COORDINATE WITH TRUSS MANU) AT EACH TRUSS BEARING - MIN SIMPSON H2.5A (UNO BY TRUSS SUPPLIER) WOOD TRUSSES, REF PLAN ROOF SHEATHING, REF PLAN WALL SHEATHING, REF PLAN TRUSS BRG REF ARCH WOOD BEAM, REF PLAN TRUSS CLIP (COORDINATE WITH TRUSS MANU) AT EACH TRUSS BEARING - MIN SIMPSON H2.5A (UNO BY TRUSS SUPPLIER) WOOD TRUSSES, REF PLAN ROOF SHEATHING, REF PLAN TRUSS BRG REF ARCH GIRDER TRUSS, REF PLAN ROOF SHEATHING, REF PLAN WOOD TRUSSES, REF PLAN TRUSS HANGER, PER TRUSS MANUFACTURER ROOF BRG REF ARCH WOOD BEAM, REF PLAN SOLID BLOCKING BETWEEN EACH TRUSS ROOF SHEATHING, REF PLAN CONT 2x BAND, REF ARCH MIN (1) SIMPSON H2.5A HOLD-DOWN ANCHOR AT EACH TRUSS, COORDINATE WITH TRUSS MANUFACTURER WOOD TRUSSES, REF PLAN ATTIC VENTILATION INFO, REF ARCH WOOD BEAM, REF PLAN GABLE END TRUSS WOOD TRUSSES, REF PLAN DBL 2x4 KICKER AT 4'-0" OC MAX, ATTACH TO BLOCKING WITH MIN (4) 16d FACE NAILS AT EACH END 2x4 LOOKOUT AT 24" OC, ATTACH TO TRUSS WITH SIMPSON LS30 ROOF SHEATHING, REF PLAN CONT 2x BAND, REF ARCH 2x BLOCKING AT 4'-0" OC MAX FIRST (2) BAYS [T&B] (1) SIMPSON H2.5A HOLD-DOWN (1) SIMPSON LS30 REF ARCH TRUSS BRG REF ARCH 2x8 LEDGER ATTACHED TO GABLE TRUSS AT EACH VERTICAL WEB WITH (3) 16d NAILS SIMPSON H2.5A EACH JOISTSIMPSON LUS26 AT EACH JOIST 2x6 AT 16" OC ROOF SHEATHING, REF PLAN 2x6 CONTINUOUS RIM (4) 16d NAILS, TYP 2x6 BLOCKING BETWEEN VERTICAL WEBS WOOD HEADER, REF PLAN WALL CONSTRUCTION, REF PLAN EXTERIOR SHEATHING, REF PLANOPENING, REF ARCH 2x CONTINUOUS DBL TOP PLATE WOOD TRUSSES, REF PLAN STUD PACK, REF PLAN CONT 2x DBL TOP PLATE WOOD TRUSSES, REF PLAN BEAM, REF PLAN SIMPSON HUCQ412-SDS CONCELED FLANGE HANGER TRUSS BRG REF ARCH 2x BLOCKING SIMPSON LS30 AT EACH SIDE OF BLOCKING T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S523 WOOD FRAMING DETAILS 3/4" = 1'-0"S523 SLOPED ROOF TRUSS BEARING1 3/4" = 1'-0"S523 SLOPED ROOF TRUSS PARALLEL2 3/4" = 1'-0"S523 INTERIOR TRUSS BRG6 3/4" = 1'-0"S523 INTERIOR TRUSS BRG AT BEAM8 3/4" = 1'-0"S523 TRUSS BRG AT GIRDER TRUSS7 3/4" = 1'-0"S523 SLOPED ROOF TRUSS AT BEAM4 3/4" = 1'-0"S523 ROOF TRUSS PARALLEL AT BEAM5 3/4" = 1'-0"S523 ROOF FRAMING AT BUMPOUT3 3/4" = 1'-0"S523 EXTERIOR BEARING BEAM AT WALL9 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 RETURN PANEL BRACED WALL PANEL AT END OF BRACED WALL LINE BRACED WALL PANEL AT END OF BRACED WALL LINE 48" MINIMUM BRACED WALL PANEL AT END OF BRACED WALL LINE RETURN PANEL END CONDITION 1 RETURN PANEL: 24" FOR BRACED WALL LINE SHEATHED WITH WOOD STRUCTURAL PANELS. 32" FOR BRACED WALL LINES SHEATHED WITH STRUCTURAL FIBERBOARD DISTANCE D: 24" FOR BRACED WALL LINES SHEATHED WITH WOOD STRUCTURAL PANELS. 32" FOR BRACED WALL LINES SHEATHED WITH STRUCTURAL FIBERBOARD. HOLD-DOWN DEVICE: 800 LBS CAPACITY FASTENED TO THE EDGE OF THE BRACED WALL PANEL CLOSEST TO THE CORNER AND TO THE FOUNDATION OR FLOOR FRAMING BELOW END CONDITION 2 FIRST BRACED WALL PANEL FIRST BRACED WALL PANEL HOLD-DOWN DEVICE HOLD- DOWN DEVICE END CONDITION 3 END CONDITION 4 END CONDITION 5 REQUIREMENTS 10'-0" MAX BRACED WALL LINE CONT. SHEATHED BRACED WALL LINE CONT. SHEATHED 10'-0" MAX. D* BRACED WALL LINE CONT. SHEATHED BRACED WALL LINE CONT. SHEATHED BRACED WALL LINE CONT. SHEATHED CONT. SHEATHED BRACED WALL END CONDITIONS (COMPLIANCE WITH IRC R602.10.7) BRACED WALL PANEL INFO: WSP: WOOD STRUCTURAL PANEL. PANEL THICKNESS AND NAILING REQUIREMENTS IN GENERAL NOTES MEET BRACED WALL REQUIREMENTS. CS-WSP: CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL GB: GYP BOARD. 1/2" GYP BOARD EACH SIDE OF WALL. NAILS OR SCREWS PER GENERAL NOTES MAY BE USED. MAX FASTENER SPACING = 7" FOR BOTH EDGE AND FIELD FASTENERS. PFH, PFG, OR CS-PF, REF PLAN E.C. #: END CONDITION FOR CONTINUOUSLY SHEATH WALL PANEL XXXXX X SX.X BWL - X CONT XXXXXX E.C. #XXXXXX PANEL MAX 10'-0" TO FIRST E.C. #PATH OF BWL MAX 4'-0" FROM PANELS MAX 20'-0" BETWEEN PANEL MAX 10'-0" TO LAST PATH OF BWL MAX 4'-0" FROM END OF BRACED WALL LINE REF FOR END CONDITION, LABELED AS REQUIRED FOR CONTINUOUSLY SHEATHED BRACED WALL LINES START OF BRACED WALL LINE PATH OF BRACED WALL LINE (MAY NOT BE SHOWN ON PLAN FOR CLARITY) BRACED WALL LINE - LABEL AS REQUIRED, BRACED WALL LINE MAY BE LABELED AS CONTINUOUSLY SHEATHED (CONT) OR AS AN ENGINEERED WALL LINE (ENG) HATCHING DESIGNATED EXTENTS OF BRACED WALL PANEL XXXXX REF FOR INTERIOR BRACED WALL DETAIL OPTIONS S524 3 S524 1 (2) 16d NAILS AT EACH PLATE FACE NAILED (2) 16d NAILS AT EACH PLATE FACE NAILED GB DO U B L E E N D S T U D DO U B L E E N D S T U D DO U B L E E N D S T U D OPTION (2) 8d NAILS AT EACH INTERMEDIATE STUD LIB 1/2" GYPSUM BOARD WITH #6 - 1 1/2" TYPE "W" OR "S" SCREWS AT 7" OC MIN. 4'-0" - GYP BOARD BOTH SIDES X (DBL VALUE FROM CHART)X (SEE CHART) VARIES VARIES VARIES (2) 8d NAILS AT EACH INTERMEDIATE STUDS 16 GA STL STRAP SIMPSON/USP TYPE WB (OR EQUAL)DO U B L E E N D S T U D BRACED WALL PANEL SCHEDULE WALL HEIGHT 8'-0" NOTE: BRACED WALL PANEL LENGTHS BASED ON WALL HEIGHT FOR IRC, LIB MIN WALL LENGTH (X) MAX WALL LENGTH (X)4'-7"8'-0" 9'-0"5'-2"9'-0" 10'-0"5'-7"10'-0" 11'-0"NP - 12'-0"NP - TABLE R602.10.5 (PARTIAL) MINIMUM LENGTH OF BRACED WALL PANELS MIN LENGTH (INCHES) 12 FEET11 FEET10 FEET9 FEET8 FEET WALL HEIGHTMETHOD 2018161616 2927242424 3633302724 PF H SUPPORTING ROOF ONLY ONE STORY AND ROOF PFG TABLE R602.10.6.4 TENSION CAPACITY STRAP TABLE MIN WALL STUD FRAMING NOMINAL SIZE AND GRADE MAX PONY WALL HEIGHT (FEET) MAX TOTAL WALL HEIGHT (FEET) MAX OPENING WIDTH (FEET)90 MPH, EXP B TENSION STRAP CAPCITY REQ (LBS) 1,00018100 2x4 #2 GRADE 1,0009 1,00016101 1,20018 2,02516102 2,40018 3,20016122 3,85018 DR161242,3509 1,2009 1,0009 2,02516122 2,45018 3,15016124 3,67518 1,5009 1,0009 2x6 STUD GRADE DO U B L E E N D S T U D BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 8d AT 6" OC ALONG BRACED WALL PANEL 8d AT 6" OC ALONG BRACED WALL PANEL8d AT 6" OC ALONG BRACED WALL PANEL (3) 16d AT 16" OC ALONG BRACED WALL PANEL (3) 16d AT 16" OC ALONG BRACED WALL PANEL (3) 16d AT EACH BLOCKING MEMBER ADDITIONAL FRAMING MEMBER DIRECTLY ABOVE BRACED WALL PANEL FULL HEIGHT BLOCKING AT 16" OC ALONG BRACED WALL PANEL FULL HEIGHT BLOCKING AT 16" OC ALONG BRACED WALL PANEL ADDITIONAL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL CONTINUOUS RIM OR BAND JOIST CONTINUOUS RIM OR END JOIST (2) 16d NAILS EACH SIDE CONTINUOUS RIM OR END JOIST CONTINUOUS RIM OR END JOIST PERPENDICULAR FRAMING PERPENDICULAR FRAMING 8d AT 6" OC ALONG BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL (3) 16d AT 16" OC ALONG BRACED WALL PANEL 8d AT 6" OC ALONG BRACED WALL PANEL (3) 16d AT 16" OC ALONG BRACED WALL PANEL FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL WOOD SCREWS INTO 2x VERTICAL CHORD, REF MANU SPECS FOR SIZE AND NUMBER OF FASTENERS HOLDDOWN BRACKET, REF SCHEDULE ANCHOR ROD, REF SCHEDULE SILL PLATE EMBEDMENT DEPTH PER SCHEUDLE T.O. SLAB REF PLAN T.O.F. REF PLAN WOOD SCREWS INTO 2x VERTICAL CHORD, REF MANU SPECS FOR SIZE AND # OF FASTENERS ANCHOR ROD, REF SCHEDULE ALTERNATE INSTALLATION LOCATION ROTATED 90 DEGREES ON SIDEWALL IN LIEU OF BACK WALL (NOTE: OPTION AT CORNER LOCATIONS ONLY) HOLDDOWN BRACKET, REF SCHEDULE T R A V O I S ARCHITECTURE, PC TM 1625 Locust St Kansas City, MO 64108 816.421.3222 www.apex-engineers.com REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET SA M I S H 3 4 t h S T H O U S I N G 2 1 0 9 3 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 S524 TYP BRACED WALL DETAILS NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS524 CONTINUOUS SHEATHED BRACED WALL END CONDITIONS3 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS524 BRACED WALL LINE TAG2 BRACED WALL METHODOLOGY CONTINUOUS EXTERIOR SHEATHING (CS-WSP) PER WSP METHOD (BELOW) UNLESS OTHERWISE NOTED ON THE PLAN XXXX EXTERIOR BRACED WALLS: WSP METHOD: WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8" WITH MINIMUM SPAN RATING OF 24/0 FOR 16" OC STUD SPACING WITH 6d COMMON NAILS AT 6" OC EDGES AND 12" OC FIELD OR SHEATHING THICKNESS NOT LESS THAN 7/16" WITH MINIMUM SPAN RATING OF 24/16 FOR 24" OC SPACING WITH 8d COMMON NAILS AT 6" OC EDGES AND 12" OC IN FIELD. (NOTE: FRAMING MEMBERS 16" OC MAX,UNBLOCKED, AND WITH SHEATHING APPLIED DIRECTLY TO FRAMING MEMBERS) INTERIOR BRACED WALLS: GB METHOD: 1/2" MIN GYPSUM BOARD OVER STUDS SPACED 24" MAX FASTENED WITH #6 - 1 1/4" TYPE 'W' OR 'S' DRYWALL SCREWS AT 7" OC EDGES AND FIELD ( MIN. 4'-0" SECTION FOR BOTH SIDES.) OR LIB METHOD: 1x4 WOOD FASTENED WITH (3) 8d COMMON NAILS OR SIMPSON / USP 16 GA TYPE WB (OR EQUAL) STL X-BRACE(S) AT 45° TO 60° ANGLES, MAXIMUM 16" OC STUD FASTENED PER MANUFACTURER'S SPECIFICATIONS.NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS524 BRACED WALL PANEL-IRC METHODS LIB AND GB1 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS524 BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING4 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS524 BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING5 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS524 TYPICAL WOOD HOLDDOWN ANCHOR6 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND MAY NOT BE CUT OR CALLED OUT ON PLANSS524 TYPICAL HOLDDOWN ANCHOR PLAN7 100% Construction Set 12/05/2022 B R Y C E D .CRA D Y P R O F E SSIONA L E N G I N E ER REGIST E R E D STA T E O F WASHI N G T O N 51347 12/5/22 PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM COVER PAGE ME-101 EQUIPMENT FIRE ALARM ELECTRICAL SYMBOL LEGEND UTILITIES POWER DEVICES TELEPHONE/DATA LIGHTING CIRCUITING MECHANICAL AND PLUMBING SYMBOL LEGEND GENERAL PIPING SYMBOLSPLUMBING PIPING PLUMBING FIXTURES/EQUIPMENT GENERAL SYMBOLS AUDIO/VISUAL COORDINATION NOTES GENERAL NOTES “ ” “” ABBREVIATIONS FIRE SEALING NOTES GEN. MECHANICAL NOTES GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES System No. W-L-1146 September 3, 2004 F Ratings - 1 & 2 Hr (See Item 1) T Rating - 0 Hr SECTION A-A A A BEDROOM 1 KITCHEN BEDROOM 2 LIVING/DINING 1 2 BATH W D LI N E N PA N T R Y COVERED PORCH CARPORT STORAGE WH BATHROOM DW COTTAGE FLOOR PLAN - PLUMBING 1/4" = 1'-0" PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM COTTAGE PLUMBING PLANS P-101 FIRE SPRINKLER NOTES: HALL KITCHEN COMMUNITY ROOM ENTRY BATHROOM 2 BATHROOM 1 COVERED PORCH COVERED PORCH WH DW NETWORK CLOSET JANITORIAL CLOSET COMMUNITY CENTER FIRST FLOOR PLAN - PLUMBING 1/4" = 1'-0" W D BEDROOM BATH KITCHEN/DINING LINEN DW COMMUNITY CENTER SECOND FLOOR PLAN - PLUMBING 1/4" = 1'-0" PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM COMMUNITY CENTER PLUMBING PLANS P-102 FIRE SPRINKLER NOTES: PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM PLUMBING SCHEDULES & DETAILS P-201ELECTRIC WATER HEATER NOT TO SCALE FLOOR DRAIN SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER SERVICE TOP/GRATE SIZE WASTE SIZE REMARKS PIPING MATERIAL SCHEDULE PIPING ACCEPTABLE FITTINGS FIELD TEST PRESSURE/TIME ALLOWABLE IN PLENUMS INSULATION SYSTEM SIZE TYPE/SCHED MATERIAL TYPE THICKNESS ELECTRICALCAPACITYGALLONSMANUFACTURER MODEL NUMBER PLAN MARK NOTES WATER HEATER SCHEDULE - ELECTRIC PLUMBING FIXTURE SCHEDULE MARK FIXTURE MODEL FIXTURE DESCRIPTION FITTINGS AND TRIM REMARKS PLUMBING FIXTURE PIPE SIZES FITTINGS MODEL FITTINGS AND DESCRIPTION WASTE VENT DCW DHW NO SCALE NOTES: FIRE SPRINKLER RISER DETAIL (COMMUNITY BUILDING) BEDROOM 1 KITCHEN BEDROOM 2 LIVING/DINING 1 2 BATH W D LI N E N PA N T R Y COVERED PORCH CARPORT STORAGE WH BATHROOM DW COTTAGE FLOOR PLAN - HVAC 1/4" = 1'-0" PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM COTTAGE HVAC PLANS M-101 50 cfm vent fan required in laundry closets, Typical HALL KITCHEN COMMUNITY ROOM ENTRY BATHROOM 2 BATHROOM 1 COVERED PORCH COVERED PORCH WH DW NETWORK CLOSET JANITORIAL CLOSET COMMUNITY CENTER FIRST FLOOR PLAN - HVAC 1/4" = 1'-0" W D BEDROOM BATH KITCHEN/DINING LINEN DW COMMUNITY CENTER SECOND FLOOR PLAN - HVAC 1/4" = 1'-0" PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM COMMUNITY CENTER HVAC PLANS M-102 50 cfm vent fan required in laundry closets, Typical PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM MECHANICAL SCHEDULES & DETAILS M-201CONDENSING UNIT DETAIL NOT TO SCALE EXHAUST/VENT CAP AT EXTERIOR WALL NOT TO SCALE MECHANICAL SPECIFICATIONS DUCTWORK INSULATION SCHEDULE DUCT INSULATION NOTESPURPOSEDUTYLOCATIONSTYLEMATERIALAPPLICATIONTHICKNESS SECTION VIEW - OPTION A SECTION VIEW - OPTION B SECTION VIEW - OPTION C PLAN VIEW - OPTION A WALL-MOUNTED FAN COIL UNIT DETAILS NOT TO SCALE HEAT PUMP UNIT SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER COOLING CAPACITY (MBH) HEATING CAPACITY (MBH) MINIMUM SEER AMBIENT TEMP. (°F) ELECTRICAL REMARKS VOLTS / PH M.C.A. M.O.C.P. FAN COIL SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER CFM E.S.P. (IN. W.C.) TOTAL COOLING CAPACITY (MBH) TOTAL HEATING CAPACITY (MBH) ELECTRICAL REMARKS VOLTAGE MCA MOCP CABINET EXHAUST FAN MOUNTING DETAIL NOT TO SCALE EXHAUST FAN SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER TYPE SERVICE FAN DATA ELECTRICAL CONTROL REMARKS CFM E.S.P. (IN)HP DRIVE SONES ELECTRIC HEATER SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER TYPE CFM KW VOLTAGE REMARKS BEDROOM 1 KITCHEN BEDROOM 2 LIVING/DINING 1 2 BATH W D LI N E N PA N T R Y COVERED PORCH CARPORT STORAGE WH BATHROOM DW COTTAGE FLOOR PLAN - POWER 1/4" = 1'-0" PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM COTTAGE POWER PLANS E-101 HALL KITCHEN COMMUNITY ROOM ENTRY BATHROOM 2 BATHROOM 1 COVERED PORCH COVERED PORCH WH DW NETWORK CLOSET JANITORIAL CLOSET COMMUNITY CENTER FIRST FLOOR PLAN - POWER 1/4" = 1'-0" W D BEDROOM BATH KITCHEN/DINING LINEN DW COMMUNITY CENTER SECOND FLOOR PLAN - POWER 1/4" = 1'-0" PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM COMMUNITY CENTER POWER PLANS E-102 PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM POWER SPECIFICATIONS & DETAILS E-201 MOUNTING HEIGHTS FOR WALL-MOUNTED DEVICES NOT TO SCALE PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM POWER SCHEDULES E-202 LOAD CENTER SCHEDULE LOAD CENTER DESIGNATION:LCA CI R C U I T N O . MAIN LUG AMPS: MAIN BREAKER MOUNTING:VOLTAGE: LOCATION:PHASE/WIRE: DESCRIPTION C/B C/B DESCRIPTION TRIP POLE POLE TRIP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 LOAD CENTER SCHEDULE LOAD CENTER DESIGNATION:LCB CI R C U I T N O . MAIN LUG AMPS: MAIN BREAKER MOUNTING:VOLTAGE: LOCATION:PHASE/WIRE: DESCRIPTION C/B C/B DESCRIPTION TRIP POLE POLE TRIP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Standard Method Load Calculation for One-Family Dwellings UNIT DESIGNATION: LOAD CENTER DESIGNATION:VOLTAGE: UNIT A LCA PHASE/WIRE: TOTAL AREA: 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 Minimum Size 17240Service and/or Feeder (240.6(A) Standard Method Load Calculation for One-Family Dwellings UNIT DESIGNATION: LOAD CENTER DESIGNATION:VOLTAGE: UNIT B LCB PHASE/WIRE: TOTAL AREA: 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 Minimum Size 17240Service and/or Feeder (240.6(A) SINGLE-SECTION PANELBOARD SCHEDULE PANEL DESIGNATION:P1 CI R C U I T # MAIN LUG AMPS: MAIN BREAKER: MOUNTING:VOLTAGE: LOCATION:PHASE/WIRE: DESCRIPTION PHASE C/B C/B PHASE DESCRIPTION A B TRIP POLE POLE TRIP A B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTALS TOTALS PANELBOARD SIZING LOAD CONNECTED PHASE LOADS LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA)PHASE VA AMPS LIGHTS A RECEPTACLES B MOTORS TOTALS 31,016 129.1 AIR CONDITIONING SPACE HEATING CONTINUOUS NON-CONTINUOUS MISC. LOADS 1 MISC. LOADS 2 SIZING LOAD:27,093 SIZING LOAD (AMPS):113 BEDROOM 1 KITCHEN BEDROOM 2 LIVING/DINING 1 2 BATH W D LI N E N PA N T R Y COVERED PORCH CARPORT STORAGE WH BATHROOM DW COTTAGE FLOOR PLAN - LIGHTING 1/4" = 1'-0" LIGHTING PLAN KEYED NOTES PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM COTTAGE LIGHTING PLANS E-301 HALL KITCHEN COMMUNITY ROOM ENTRY BATHROOM 2 BATHROOM 1 COVERED PORCH COVERED PORCH WH DW NETWORK CLOSET JANITORIAL CLOSET COMMUNITY CENTER FIRST FLOOR PLAN - LIGHTING 1/4" = 1'-0" W D BEDROOM BATH KITCHEN/DINING LINEN DW COMMUNITY CENTER SECOND FLOOR PLAN - LIGHTING 1/4" = 1'-0" LIGHTING PLAN KEYED NOTES PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM COMMUNITY CENTER LIGHTING PLANS E-302 0.6 0.8 1.2 1.5 1.4 1.5 1.1 0.8 0.7 0.5 0.4 0.3 0.4 0.5 0.6 0.8 0.7 0.8 0.7 0.5 0.3 0.8 1.0 1.4 1.8 1.9 1.8 1.4 1.1 0.9 0.9 0.8 0.7 0.8 1.1 1.3 1.7 1.7 1.8 1.5 1.1 0.8 0.9 0.8 0.7 0.8 0.8 0.6 0.7 0.9 0.5 0.9 1.1 0.5 1.2 1.4 0.7 1.6 1.8 0.8 1.9 1.8 0.7 1.7 1.9 0.9 1.4 1.6 0.8 0.9 1.1 0.8 0.9 0.7 0.5 0.5 0.9 1.4 1.5 1.4 1.8 1.7 1.8 1.4 1.2 1.0 1.4 1.7 1.6 1.0 0.8 1.0 1.7 1.5 1.1 0.9 1.1 1.4 1.8 1.8 1.8 1.3 1.0 1.6 1.2 0.7 0.7 0.4 0.3 1.5 1.7 1.1 1.8 1.9 1.3 1.7 2.0 1.4 1.8 1.8 1.1 1.3 1.4 0.8 1.0 1.0 0.6 0.7 0.7 0.5 0.5 0.6 0.4 0.4 0.5 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.8 1.6 1.8 1.8 1.7 1.2 1.0 0.7 0.9 1.2 1.6 1.7 1.4 1.0 0.8 0.7 0.6 0.6 0.6 0.6 0.8 0.8 0.7 0.7 0.4 0.3 0.8 1.1 1.5 1.8 1.7 1.7 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.3 0.3 0.5 0.7 0.9 0.9 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.2 SITE PLAN - ELECTRICAL 1" = 20'-0" PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM SITE LIGHTING PLAN E-401LIGHT POLE BASE DETAIL NOT TO SCALE VERTICAL SECTION HORIZONTAL SECTION PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 2933 SW WOODSIDE DR., SUITE C TOPEKA, KS 66614 785.273.2447 WWW.PKMRENG.COM 20 . 2 0 3 P R O F E SSIONA L E N G I N EER REGIS T E R E D ST O F A T E WASHIN GT O N T N E K.EMAILLIW 42722 SA M I S H 3 4 t h S T H O U S I N G 21 0 9 3 4 T H S T R E E T AN A C O R T E S , W A 9 8 2 2 1 REVISION DATE TRAVOIS DESIGN 310 W. 19TH TERRACE KANSAS CITY, MO 64108 P 816.994.8970 F 816.994.8974 SHEET 100% CONSTRUCTION SET 12/5/2022 T R A V O I S ARCHITECTURE, PC TM LIGHTING SCHEDULES & DETAILS E-501 MOUNTING HEIGHTS FOR WALL-MOUNTED DEVICES NOT TO SCALE LIGHT FIXTURE SCHEDULE FIXTURE TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION LAMP NUMBER / DESCRIPTION VOLTAGE REMARKS