HomeMy WebLinkAboutSW24001095 and R240010962018 WSEC TABLE 406.2MEDIUM
DWELLING
UNIT
: 6.0 CRED
ITS
REQU
IREDHEAT PUMP
HEATING
OPT
ION
1.0 CREDITS1.3 - VERTICAL FENESTRAT
ION
U
= 0
.28
; FLOOR R
-38;0.5 CREDITS
SLAB ON GRADE R-10 PERMETER3.5 - AIR
-SOURCED,
CENTRALLY
DUCTED HEAT
PUMP1.5 CREDITSWITH M
IN
IMUM HSPF OF 11
.0
.4.2 - H
IGH
EFFICIENCY HVAC
D
ISTR
IBUTION SYSTEM:1.0 CREDITSDUCTING
& HVAC
EQUIP
.
IN COND
IT
IONED
SPACE5.5 - ELECTRIC HEAT
PUMP
WATER HEATER
MEET
ING
2.0 CREDITSSTANDARDS FOR T
IER
I
II
NEEA'S
ADVANCEDWATER HEAT
ING
SPEC
IF
ICAT
ION
.TOTAL6.0 CREDITSOWNER:ARCHITECT:PROJECT DIRECTORYSYMBOL LEGENDSTRUCTURAL:PROJECT INFORMATIONPROJECT ADDRESSJURISDICTIONPARCEL NUMBERSITE AREAZONINGLEGAL DESCRIPTIONVICINITY MAPSPROJECT DESCRIPTIONBUILDING CODE INFOCODE EDITION:2018 IRC, 2018 WSEC RESIDENTIALCONSTRUCTION TYPE:VB NON-RATEDOCCUPANCY GROUP:R-3 (HOUSE & ADU) / U (GARAGE)TRADES UNDER SEPARATE PERMIT:-PLUMBING-MECHANICAL-ELECTRICALGENERALCONTRACTOR:L4 RENTON LLCDEVELOPMENT511 MORRIS AVE SRENTON, WA 98057L4 RENTON LLCP 425.495.3188RENTONSITE784130-0361R-14CONSTRUCT A NEW 3038 SF TWO-STORY SINGLE-FAMILY RESIDENCEWITH AN ATTACHED 576 SF TWO-CAR GARAGE ON A VACANT LOT.4,800 SFTREE NOTE(3) TREE CREDITS ARE REQUIRED RMC 4-4-130. PROVIDE (12)SMALL TREES TO BE USED A SCREEN TO THE SOUTH NEIGHBOR(VINE MAPLE, ACER CIRCINATUM OR SIMILAR NATIVE SPECIES)SCALE: 1" = 10'-0"S I T E P L A NNBUILDING COVERAGEIMPERVIOUS SURFACESITE PLAN LEGENDHECKMAN ARCHITECTS501 ROY ST, SUITE 232CSEATTLE, WA 98109P 206.478.6850CONTACT: AARON HECKMANBUILDING AREA0 SF0 SF0 SF0 SF0 SFTOTALS :NEW S.F. :EXIST. S.F. :BLDG. S.F.:+ 1210 SF+ 1252 SF+ 576 SF+ 3038 SF+ 3614 SF1786 SF1252 SF576 SF3038 SF3614 SFMAINUPPERGARAGETOTALSUBTOTALHEATEDUNHEATEDDETAIL BUGELEVATIONWALLSECTIONDATUMDETAIL NUMBERSHEET NUMBERSHEET NUMBERSHEET NUMBERRefRefRef11REVISION NUMBERPROJECT NORTHTRUE NORTH41A3.01A4.0N104A1A3.0SEE TITLE BLOCKFOR REVISION. MOSTRECENT REVISIONSSHOWN CLOUDED.SECTIONDESIGNATIONSECTIONDESIGNATIONREVISIONCLOUDCOLUMN GRIDLINENORTHARROWWINDOWNUMBERDOORNUMBERPARTITION /WALL TYPEBUILDING COVERAGENET LOT SIZE= 4800 SFBUILDING COVERAGE ALLOWED = 4800 x 0.65= 3120 SFEXISTING BUILDING COVERAGE= 0 SFNEW BUILDING COVERAGE (INCL. ADU)= 1916 SFPROPOSED BUILDING COVERAGE IS 1916 SF OR 39.9%IMPERVIOUS SURFACENET LOT SIZE= 4800 SFIMPERVIOUS SURFACE ALLOWED = 4800 x 0.80= 3840 SFEXISTING IMPERVIOUS SURFACE= 0 SFNEW IMPERVIOUS SURFACE= 2943 SFPROPOSED IMPERVIOUS SURFACE IS 2943 SF OR 61.3%BUILDING HEIGHTTHE MAXIMUM PROPOSED WALL PLATE HEIGHT IS 20.25 FT.(EL. = 49.25) PER A3.0 (24 FT. ALLOWED).SMITHERS 5TH ADD TO RENTONPLAT BLOCK: 4; PLAT LOT: 22511 MORRIS AVE SRENTON, WA 98057WHOLE HOUSE VENTILATION:IMC TABLE 403.4.2 REQUIREMENTS: FOR FLOOR AREAS 3001-3500 SF AND 5BEDROOM, 80 CFM. PROVIDE INTERMITTENT OPERATION PER IMC TABLE 403.4.6.5AND OPERATE AT LEAST ONE HOUR OUT OF EVERY FOUR WITH A MINIMUM OFSIX CYCLES PER DAY. 50% RUNTIME PERCENTAGE FACTOR = 2. 80 x 2 = 160 CFMREQUIRED TO RUN 12 HOURS PER DAY MINIMUM.OUTDOOR AIR INTAKE TO BE MECHANICAL AIR INTAKES AND BE NOT LESS THAN 3FEET BELOW CONTAMINANT SOURSES WHERE SUCH SOURCES ARE LOCATEDWITHIN 10 FEET OF THE OPENING. INTAKE OPENINGS SHALL NOT BE LOCATED INA CRAWL SPACE.4 FT. SIDE YARD SETBACK10 FT. PRIMARY REAR YARD SETBACK
5 FT. ADU REAR YARD SETBACK
10 FT. FRONT YARD SETBACK
ALLEY
MORRIS AVE S MAX. DWELLING UNITS: 1 DWELLING UNIT PLUS 1 ADUMIN. LOT SIZE: 3,000 SFYARDS: FRONT - 10 FT. WITH VEHICLE ACCESSOFF ALLEY REAR - 10 FT. SIDE - 4 FT.MAX. BUILDING COVERAGE (INCL. ADU):65% LOT AREA = 3,120 SFMAX. IMPERVIOUS SURFACE: 80% LOTAREA = 3,840 SFMAX. NUMBER OF STORIES: 3MAX. WALL PLATE HEIGHT: 24 FT. W/ 32FT. POSSIBLE SUBJECT TOCONDITIONSPRIMARY UNITDEVELOPMENT STANDARDS (R-14)INDEX OF DRAWINGSCOVER SHEET, SITE PLAN, PROJECT INFORMATIONGENERAL NOTES, ABBREVIATIONS, SYMBOLSTOPOGRAPHIC SURVEYSITE PLANUTILITY, GRADING AND DRAINAGE PLANTESC PLANMAIN FLOOR PLANUPPER FLOOR PLANROOF PLAN AND SCHEDULESEXTERIOR ELEVATIONSEXTERIOR ELEVATIONSBUILDING SECTIONSBUILDING SECTIONSWALL SECTIONSARCHITECTURAL DETAILSGROUND FLOOR FRAMING AND FOUNDATION PLANUPPER FLOOR FRAMING AND GROUND FLOOR WALL PLANROOF FRAMING AND UPPER FLOOR WALL PLANSTRUCTURAL DETAILSSTRUCTURAL DETAILSSTRUCTURAL NOTEST1.0T1.1 - - -C1C2C3A2.0A2.1A2.2A3.0A3.1A4.0A4.1A5.0A6.0S - 1S - 2S - 3S - 4S - 5S - 60 SFADU0 SF0 SFCONTACT: DMITRY LEBEDCONSULTING STRUCTURAL6311 17TH AVE NESEATTLE, WA 98115 P 206.527.1288CONTACT: EVAN APOLISEMERALD CITY CONSTRUCTION 2571 152ND AVE NEREDMOND, WA 98052 P 425.495.3188CONTACT: DMITRY LEBED ENGINEERING SERVICES 16'-0"81'-0"23'-0"4'-6"31'-0"4'-6"16'-0"86'-0"18'-0"8'-0"24'-0"8'-0"TRASH/RECYCLPROVIDE SCREENEDTRASH ENCLOSUREPER RMC 4-2-115E332'-0"16'-0"BACK EDGE OF ALLEY TO GARAGE18'-0"PROVIDE (12) TREESSPACED EQUALLY PERTREE NOTE BELOW28.5' ++ 28.4'29.4' +29.5' +PLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
4
5
6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o mHEC.MANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTT1.0SITE PLAN
PROJECT INFORMATION
GENERAL NOTESFINISH NOTESELECTRICAL NOTESREFLECTED CEILING NOTES:DEMOLITION NOTESABBREVIATIONSSUBMITTAL NOTESDIMENSION NOTES@ATCENTERLINEPROPERTY LINEDPENNYPERPENDICULAR#POUND OR NUMBERØDIAMETERSQUARE FEETA.B.ANCHOR BOLTA/CAIR CONDITIONINGACC.ACCESSIBLEACOUS.ACOUSTICALACTACOUSTIC TILEA.D.REA DRAINADD.ADDENDUMADJADJACENTADJUSADJUSTABLEAFFABOVE FINISH FLOORAGGR.AGGREGATEALTALTERNATEAL., ALUMALUMINUMANODANODIZEDAPPROX.APPROXIMATEARCHARCHITECTARCH'LARCHITECTURALASPHASPHALTA/VAUDIO/VISUALBRD, BDBOARDBTWNBETWEENBLDGBUILDINGBLK.BLOCKBLKGBLOCKINGBMBEAMB.M.BENCH MARKBOTBOTTOMBRGBEARINGBRZBRONZEBSMTBASEMENTB.U.R.BUILT UP ROOFCAB.CABINETC.B.CATCH BASINCMNTCEMENTCER.CERAMICC.G.CORNER GUARDCHAMF.CHAMFERC.I.CAST IRONC.I.P.CAST-IN-PLACE(CONCRETE)CIRC.CIRCLEC.JT.CONTROL JOINTCLG, CLNGCEILINGCLRCLEAR(ANCE)CMUCONCRETE MASONRY UNITCNTRCOUNTERC.O.CLEAN OUTCOLCOLUMNCONCCONCRETECONN.CONNECTIONCONST.CONSTRUCTIONCONTCONTINUOUSCONTR.CONTRACTORCORR.CORRIDORCPTCARPETCRS.COURSINGCSMTCASEMENTC.T.CERAMIC TILECTR.CENTERCSK.COUNTER SINKCU FTCUBIC FOOTCU YDCUBIC YARDD/BDESIGN BUILDDEMODEMOLITIONDBLDOUBLED.L.DEAD LOADDETLDETAILD.F.DRINKING FOUNTAIND.H.DOUBLE HUNGDIAGDIAGONALDIAM.DIAMETERDIMDIMENSIONDIV.DIVISIONDNDOWNDP.DAMPPROOFINGDPR.DISPENSERDRDOORDSDOWNSPOUTD.T.DRAIN TILEDWGDRAWINGDWR.DRAWER(E)EXISTINGE.EASTEAEACHE.I.F.S.EXTERIOR INSULATEDFINISH SYSTEME.JT.EXPANSION JOINTELEVELEVATIONELEC('L)ELECTRIC(AL)ELEV.ELEVATORENCL.ENCLOSE(URE)ENGENGINEEREQEQUALEQUIPEQUIPMENTESC.ESCALATOREST.ESTIMATEEXCAV.EXCAVATEEXH.EXHAUSTEXISTEXISTINGEXP.EXPANSIONEXTEXTERIORFBOICFURNISHED BY OWNERINSTALLED BY CONTRACTORFBOIOFURNISHED BY OWNERINSTALLED BY OWNERFCBFIBER CEMENT BOARDF.D.FLOOR DRAINFDNFOUNDATIONF.E.FIRE EXTINGUISHERF.E.C.FIRE EXTINGUISHER CABINETF.F.FACTORY FINISHFINFINISH(ED)FLR('G)FLOOR(ING)FLSH'GFLASHINGFLUOR.FLUORESCENTF.O.S.FACE OF STUDSF.O.C.FACE OF CONCRETEF.O.F.FACE OF FINISHF.O.B.FACE OF BRICKF.O.M.FACE OF MASONRYFP.FIREPROOFFTFOOT, FEETFTGFOOTINGF.T.V.FIXED SECURITY TELEVISIONFURRFURRED, FURRINGFUT.FUTUREF.R.G.FIBERGLASS REINF. GYPSUMFVFIELD VERIFYF.W.C.FABRIC WALLCOVERINGCLPLGA.GAGEGALV.GALVANIZEDG.B.GRAB BARGEN.GENERALGL.GLASS, GLAZINGGND.GROUNDGR.GRADE, GRADINGGWBGYPSUM WALL BOARDGYP.GYPSUMGFRC.GLASS FIBER REINF. CONC.H.B.HOSE BIBBH.C.HOLLOW COREHD.HEADHDBD.HARDBOARDHDRHEADERHDWDHARDWOODHDWRHARDWAREHMHOLLOW METALHORIZHORIZONTALHRHOURHTHEIGHTHTGHEATINGHVACHEATING/VENTILATING/AIR CONDITIONINGHWHOT WATER HEATERI.D.INSIDE DIAMETERINCL.INCLUDINGINSULINSULATIONINTINTERIORINV.INVERTJAN.JANITORJSTJOISTJTJOINTKIT.KITCHENKO.KNOCKOUTKPL.KICKPLATELAM.LAMINATE(D)LAV.LAVATORYL.H.LEFT HANDL.LENGTH, LONGL.L.LIVE LOADLT.LIGHTLTL.LINTELLVR.LOUVERMARB.MARBLEMAS.MASONRYMAXMAXIMUMM.C.MEDICINE CABINETMECH('L)MECHANIC(AL)MED.MEDIUMMEMB.MEMBRANEMEZZ.MEZZANINEMFR.MANUFACTURE(R)M.F.B.MINERAL FIBER BD.MH.MANHOLEMINMINIMUMMISCMISCELLANEOUSMTDMOUNTEDMTLMETALMULLMULLIONN.NORTHN.I.C.NOT IN CONTRACTNO.NUMBERNOM.NOMINALN.T.S.NOT TO SCALEO.A.OVERALLOCON CENTERO.D.OUTSIDE DIAMETERO.F.R.D.OVERFLOW ROOF DRAINOH.OVERHEADOPNGOPENINGOPPOPPOSITEO.T.S.OPEN TO STRUCTUREPASS.PASSENGERP.B.PANIC BARP.BD.PARTICLE BOARDP.C.PRECAST CONCRETEPERF.PERFORATE(D)PERI.PERIMETERPLPLATEP.L.PROPERTY LINEP.LAMPLASTIC LAMINATEPLAS.PLASTERPLYWDPLYWOODPNLPANELP.O.PURCHASE ORDERPR.PAIRP.S.F.POUNDS PER SQ. FOOTP.S.I.POUNDS PER SQ. INCHPTPOINTP.T.PRESSURE TREATEDPD.PLANTER DRAINPTN.PARTITIONPVMTPAVEMENTP.T.D.PAPER TOWEL DISPENSERQ.T.QUARRY TILER.RISERR.A.RETURN AIRRAD.RADIUSR.T.RESILIENT TILER.D.ROOF DRAINREF.REFERENCEREFL.REFLECTEDREFR.REFRIGERATORREG.REGISTERREINF.REINFORCINGREQ'D.REQUIREDREVREVISIONR.H.RIGHT HANDRMROOMROROUGH OPENINGR.O.W.RIGHT OF WAYRCPREFLECTED CLNG PLANSAMSELF ADHERED MEMBRANES.SOUTHS.C.SOLID CORES.C.DSEE CIVIL DRAWINGSSCHD'LSCHEDULES.D.STORM DRAINSLNTSEALANTSECT.SECTIONSFSQUARE FEETSH.SHELFSHT.SHEETSHTGSHEATHINGSIMSIMILARSL.SLOPES.L.DSEE LANDSCAPE DRAWINGSSPSTAND PIPESPECSPECIFICATIONSQSQUARES.S.SERVICE SINKS.S.DSEE STRUCTURAL DRAWINGSS.STLSTAINLESS STEELSTD.STANDARDSTLSTEELSTOR.STORAGESTRUCT'LSTRUCTURALSUSP.SUSPENDEDT.TREADT.B.TOWEL BARTEL.TELEPHONETEMPTEMPEREDTERR.TERRAZZOTEX.TEXTURE(D)T>ONGUE AND GROOVETHKTHICK(NESS)THRESH.THRESHOLDT.JT.TOOLED JOINTTKBD.TACKBOARDT.O.B.TOP OF BRICKTVTELEVISIONTYPTYPICALT.O.C.TOP OF CONCRETET.O.S.TOP OF STL.UNFIN.UNFINISHEDUONUNLESS OTHERWISE NOTEDVAR.VARNISHVCTVINYL COMPOSITION TILEVIFVERIFY IN FIELDVNR.VENEERVRFYVERIFYVERT.VERTICALVEST.VESTIBULEV.G.VISION GRILLEV.W.C.VINYL WALL COVERINGW.WEST , WIDEw/WITHWABWATER/AIR BARRIERW.C.WATER CLOSETWDWOODW.H.WATER HEATERw/OWITHOUTWP('G)WATERPROOF(ING)WRBWATER RESISTANT BARRIERWSCT.WAINSCOTWT.WEIGHTW.W.F.WELDED WIRE FABRIC1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.37.38.39.DO NOT SCALE DRAWINGS.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY WITH THE WASHINGTON STATE BUILDING CODE, THE WASHINGTON STATE ENERGY CODE, AND OTHER APPLICABLE CODES, RULES AND REGULATIONS OF JURISDICTIONSHAVING AUTHORITY.PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED INFORMATION, SITECONDITIONS, MANUFACTURER RECOMMENDATIONS, CODE REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY.PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS, OWNER- PROVIDED INFORMATION AND SITE CONDITIONS, INCLUDING TAKING FIELD MEASUREMENTS ASNECESSARY.THE CONTRACTOR SHALL PAY FOR AND SECURE ALL GOVERNMENTAL PERMITS, FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, WITH THE EXCEPTION OF THE GENERAL BUILDING PERMITAND SPECIAL INSPECTIONS REQUIRING A PROFESSIONAL INSPECTION AND TESTING SERVICE.DESIGN-BUILD SERVICES SUCH AS ELECTRICAL, PLUMBING AND MECHANICAL SHALL BE CONDUCTED UNDER SEPARATE PERMITS, FILED AND SECURED BY THE GENERAL CONTRACTOR OR DESIGN-BUILD SUB-CONTRACTOR.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.THE CONTRACTOR SHALL ASSUME THAT THE SAME FINISH MATERIAL SHALL BE USED FOR ALL SURROUNDING, ABUTTING, AND ADJOINING SURFACES FOR AREAS AND ITEMS NOTED ON THE DRAWINGS, UNLESS OTHERWISE NOTED. AT NO TIMESHALL THE CONTRACTOR CONSIDER, BID, OR INSTALL A DIFFERENT MATERIAL OR MATERIAL OF LESSER QUALITY OR TYPE THAN THAT WHICH IS INDICATED ON THE DRAWINGS OR SPECIFICATIONS. QUESTIONS RELATING TO THE SPECIFICMATERIALS TO BE USED SHALL BE DIRECTED TO THE ARCHITECT PRIOR TO THE BIDDING AND/OR CONSTRUCTION OF WORK IN QUESTION.SITE DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS, AND ORDINANCES. ALL ROOF DRAINS, FOUNDATIONS DRAINS, AND SITE DRAINAGE SYSTEM SHALL BE TIGHT-LINED UNDERGROUND TO THE PUBLIC STORM WATER SYSTEM, ANAPPROVED STORM WATER RETENTION SYSTEM, OR TO OTHER LOCATION(S) AS MAY BE INDICATED ON THE DRAWINGS. DO NOT CONNECT THE ROOF DRAINS AND SITE DRAINAGE SYSTEM TO THE FOUNDATION WALL OR RETAINING WALL PERIMETERFOOTING DRAINS. ALL SITE HARDSCAPE SURFACES SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT TO DRAINAGE SYSTEMS, UNLESS OTHERWISE NOTED ON THE PLANS.PROVIDE A MIN. 4" DIA ROUND RIGID PERFORATED PERIMETER FOOTING DRAIN IN GRAVEL FILL WITH UNWOVEN FILTER FABRIC WRAP AT THE EXTERIOR FACE OF ALL FOUNDATION WALL FOOTINGS PER IRC SECTION R405.1. LOCATE THE BOTTOM OFTHE DRAIN PIPE AT THE LOWEST POINT OF THE WALL FOOTING. TIGHT LINE ALL OF THE PERIMETER DRAINS TO AN APPROVED DISCHARGE, WHEN STORM SEWERS ARE NOT AVAILABLE. DO NOT CONNECT THE ROOF DRAINS AND SITE DRAINAGESYSTEM TO THE FOUNDATION WALL OR RETAINING WALL PERIMETER FOOTING DRAINS.PROVIDE A 6" LAYER OF PEA GRAVEL UNDER ALL INTERIOR CONCRETE SLAB-ON-GRADE FLOORS. PROVIDE A MIN. 6 MIL VAPOR BARRIER ON TOP OF THE PEA GRAVEL FILL. PROVIDE A 2" THICK MOISTENED SAND FILL BED OVER THE VAPOR BARRIERAND UNDER THE CONCRETE SLAB. PROVIDE A 6" LAYER OF PEA GRAVEL OR COMPACTED GRAVEL FILL UNDER ALL EXTERIOR CONCRETE SLABS.APPROVED GRAVEL FILL CONSISTS OF WASHED, CLEAN, FREE-DRAINING GRAVEL RANGING FROM 1/4" TO 3/4" IN SIZE.PER IRC SECTION R602.8, PROVIDE FIRE BLOCKING AT ALL PLUMBING PENETRATIONS AND AT 10'-0" OC INTERVALS (HORIZONTALLY AND VERTICALLY) IN ALL WALLS. PROVIDE FIRE STOPS BETWEEN ALL INTERCONNECTIONS OF CONCEALEDHORIZONTAL AND VERTICAL SPACES. PROVIDE FIRE STOPS IN ALL OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS WITH NON-COMBUSTIBLE MATERIALS. FIRE BLOCK CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF A RUN, AND BETWEEN STUDS ALONG, AND IN LINE WITH, THE RUN OF STAIRS (IF THE WALLS UNDER THE STAIRS AREUNFINISHED). FIRE BLOCK AT ALL OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES, FOR FACTORY-BUILT CHIMNEYS. WHERE WOOD SLEEPERS ARE USED FOR LAYING WOOD FLOORING ON FIRE-RESISTIVE FLOORS, THE SPACE BETWEENTHE FLOOR SLAB AND THE UNDERSIDE OF THE WOOD FLOORING SHALL BE FILLED WITH NON COMBUSTIBLE MATERIAL AND FIRE-BLOCKED SO THAT THERE WILL BE NO SPACES GREATER THAN 100 SQUARE FEET. SUCH SPACES SHALL BE FILLEDSOLIDLY UNDER ALL PERMANENT PARTITIONS SO THAT THERE WILL BE COMMUNICATION UNDER THE FLOOR BETWEEN ADJOINING ROOMS.PROVIDE A FIRE SEPARATION BETWEEN THE HABITABLE SPACES OF THE HOUSE AND THE GARAGE. SUCH SEPARATION AT WALLS SHALL CONSIST OF ONE LAYER OF 5/8" THICK TYPE 'X' GWB, TAPED AND FINISHED, ON THE GARAGE SIDE OF THECOMMON WALL, AND SHALL EXTEND FROM THE TOP OF THE GARAGE CONCRETE SLAB OR FOUNDATION WALL TO THE BOTTOM OF THE PROTECTED CEILING ASSEMBLY, OR TO THE BOTTOM OF ROOF SHEATHING, UNLESS OTHERWISE NOTED ON THEDRAWINGS. NAIL GWB TO THE STUDS (SPACED AT 16" OC), WITH 6d COATED NAILS, 1 7/8" LONG, .0195" SHANK, 1/4" HEADS, SPACED AT 7" O.C.. STAGGER PANEL JOINTS. ASSEMBLY SHALL MEET GYPSUM ASSOCIATION REQUIREMENT #WP 3605.PROTECTED CEILING ASSEMBLY SHALL CONSIST OF (2) LAYERS OF 1/2" THICK TYPE X GWB APPLIED PERPENDICULAR TO THE FLOOR JOISTS ABOVE WITH ALL JOINTS BETWEEN LAYERS OFFSET 2'-0". ATTACH BASE LAYER WITH 1 1/4" TYPE "S"DRYWALL SCREWS AT 2'-0" O.C., AND FACE LAYER WITH 1 7/8" TYPE "S" DRYWALL SCREWS AT 1'-0" O.C.. IN ADDITION, 1 1/2" TYPE "G" DRYWALL SCREWS SPACED AT 1'-0" O.C. SHALL BE PLACED 3" BACK FROM EACH SIDE OF FACE LAYER END JOINT.TRUSS FRAMING SHALL HAVE A MINIMUM OF 20 GA CONNECTOR PLATES WITH A SAFETY FACTOR OF 4. ASSEMBLY SHALL MEET ALL GYPSUM ASSOCIATION REQ'S.ALL UNDER-FLOOR AREAS WITHIN THE FOUNDATION PERIMETER SHALL BE ACCESSIBLE BY AN UNOBSTRUCTED MINIMUM CLEAR OPENING OF 18" x 24", PER IRC SECTION R408.3.UNCONDITIONED UNDER-FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS, OR BY OPENINGS IN THE EXTERIOR FOUNDATION WALLS. SUCH OPENINGS SHALL HAVE A NET UNIT AREA OF NOT LESS THAN 1 SQUARE FOOTFOR EACH 150 SQUARE FEET OF UNDER-FLOOR AREA. OPENINGS SHALL HAVE AN APPROVED INSECT SCREEN, AND SHALL BE LOCATED AS CLOSE TO CORNERS AS IS PRACTICAL, AND SHALL PROVIDE CROSS-VENTILATION OF THE SPACE. THEREQUIRED AREA OF SUCH OPENINGS SHALL BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES PER IRC SECTION R408.2.PROVIDE A MINIMUM 22"x30" UNOBSTRUCTED ACCESS PANEL TO ALL ROOF ATTIC AREAS WITH A NET CLEAR HEIGHT OF 30" OR GREATER FROM THE TOP OF THE CEILING JOISTS TO THE BOTTOM OF THE RAFTERS PER IRC SECTION R807.1.\PROVIDE ATTIC VENTILATION OF 1/150 OF ATTIC AREA IF ALL VENTILATION IS LOCATED IN THE SOFFIT, OR 1/300 IF HALF OF THE REQUIRED VENTILATION IS LOCATED AT THE SOFFIT AND HALF IS LOCATED A MINIMUM OF 3'-0" ABOVE THE SOFFITVENTILATION, OR WHERE THERE IS A CONTINUOUS PVA OR POLY FILM VAPOR BARRIER AT THE CEILING, PER IRC SECTION 806.2. SEE PLANS FOR ACTUAL CALCULATIONS AND REQUIREMENTS.APPLICATION AND INSTALLATION OF ALL INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH ALL STATE OF WASHINGTON THERMAL INSULATION STANDARDS.WHEN HVAC OR WATER HEATERS ARE PLACED IN AN AREA SUSCEPTIBLE TO MOISTURE, INCLUDING BUT NOT LIMITED TO A GARAGE, ALL PILOT LIGHTS, BURNERS, SWITCHES, OR HEATING ELEMENTS SHALL BE LOCATED A MINIMUM OF 18" ABOVE THEFLOOR OR SLAB. PROVIDE SEISMIC ANCHOR STRAPS TO THE WALL FOR ALL WATER HEATERS.GUARDRAILS SHALL BE PLACED AT ALL UNENCLOSED FLOOR AREAS AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, LANDINGS, RAMPS, BALCONIES, DECKS OR PORCHES WHICH ARE MORE THAN 30" ABOVE GRADE OR FLOORBELOW. THE TOP OF GUARDRAILS SHALL NOT BE LESS THAN 36" IN HEIGHT ABOVE THE FINISHED WALKING SURFACE. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SPACED SUCH THAT A 4" DIAMETER SPHERECAN NOT PASS THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE STAIR RISER/TREAD AND THE BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF THE STAIR MAY BE OF A SIZE SUCH THAT A 6" DIAMETER SPHERE CAN NOT PASSTHROUGH, PER IRC SECTION 312.2. CONTRACTOR SHALL DEMONSTRATE TO BUILDING INSPECTOR THAT RAIL IS CAPABLE OF WITHSTANDING 200LB FORCE IN ANY DIRECTION AT THE TOP RAIL.PER IRC SECTION R311.5.6, ONE HANDRAIL SHALL BE PROVIDED AT EVERY STAIRWAY HAVING FOUR OR MORE RISERS. PROVIDE TWO HANDRAILS WHERE INDICATED ON THE PLANS. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THESTAIRS. TOP HANDRAILS SHALL BE PLACED AT 36" ABOVE THE NOSING OF THE TREADS, BUT NOT LESS THEN 34" OR MORE THAN 38". HAND GRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 1/4" NOR MORE THAN 2" IN CROSS SECTIONDIMENSION, SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS, AND SHALL TERMINATE INTO WALLS OR NEWEL POSTS. HANDRAILS ADJACENT TO WALLS SHALL HAVE A MINIMUM CLEARANCE OF 1 1/2" BETWEEN THE HANDRAIL AND WALLSURFACE.THE ROOFING INSTALLER MUST BE APPROVED BY THE ROOFING PRODUCT MANUFACTURER AND THE ARCHITECT. INSTALL ROOFING ONLY WHEN SATISFACTORY CONDITIONS PREVAIL. APPLY NO ROOFING WHEN MOISTURE IN ANY FORM ISPRESENT. INSTALL ALL ROOFING STRICTLY PER MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS, AND SPECIFICATIONS. FLASH AND COUNTER-FLASH ALL ROOF PENETRATIONS. ROOFING SHALL CONFORM TO IRC SECTION R905.PROVIDE A MINIMUM 26 GA GALVANIZED STEEL FLASHING AND COUNTER-FLASHING AT ALL ROOF PENETRATIONS AND INTERSECTIONS OF ROOF PLANES TO VERTICAL SURFACES AND AT PARAPET CAPS, UNLESS OTHERWISE NOTED ON PLANS ANDSPECIFICATIONS. PROVIDE SHEET METAL DRIP CAPS AND FLASHING AT ALL HORIZONTAL INTERRUPTIONS OF SIDING, CHANGES FROM ONE SIDING MATERIAL TO ANOTHER, AND OVER ALL DOOR AND WINDOW HEADS NOT PROTECTED BY ANOVERHANG WITHIN 6" OF THE HEAD, UNLESS OTHERWISE NOTED ON PLANS AND SPECIFICATIONS.PER IRC SECTION R310, EGRESS SHALL BE PROVIDED FROM EACH SLEEPING ROOM. EGRESS WINDOWS SHALL BE PROVIDED WHERE DOORS WHICH EXIT DIRECTLY TO THE EXTERIOR FROM THE SLEEPING ROOM ARE NOT PROVIDED. EGRESSWINDOW UNITS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", AND THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". THE FINISHED SILL HEIGHTSHALL BE NO MORE THAN 44" ABOVE THE FLOOR.VENT ALL CLOTHES DRYERS, EXHAUST FANS, AND COOKTOP/RANGE HOODS TO THE EXTERIOR OF THE BUILDING PER IRC SECTION M1501 - M1506. EXHAUST TERMINATIONS SHALL EXIT THE STRUCTURE WITH CLEARANCES MEETING SRC M1506.3:NOT LESS THAN 3 FEET FROM PROPERTY LINES, 3 FEET FROM OPERABLE OPENINGS INTO THE BUILDINGS AND 10 FEET FROM MECHANICAL INTAKES.TILE OR OTHER NON-ABSORBENT SURFACE MATERIAL FOR SHOWERS SHALL EXTEND A MINIMUM OF 72" ABOVE THE DRAIN INLET AND HAVE A WATER-RESISTANT BACKING PER IRC SECTION R307.2.ALL HINGED SHOWER DOORS SHALL OPEN OUTWARD.ALL NEW GLAZING SHALL BE IN COMPLIANCE WITH IRC SECTION R308 AND WASHINGTON STATE SAFETY GLASS LAW.PER IRC R308.4, GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SHALL BE FULLY TEMPERED GLASS, LAMINATED SAFETY GLASS, OR SHATTER-RESISTANT PLASTIC. THE FOLLOWING AREAS SHALL BE CONSIDERED SPECIFIC HAZARD AREAS:GLAZING IN SWINGING DOORS EXCEPT JALOUSIES; GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD DOOR ASSEMBLIES; GLAZING IN STORM DOORS; GLAZING IN ALL UNFRAMED SWINGINGDOORS; GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS - OR ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OFTHE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE; GLAZING WHERE THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR AND THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9SQUARE FEET AND THE EXPOSED TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR AND THERE IS ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING; GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHTABOVE A WALKING SURFACE; GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS, WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE AND ISWITHIN 60" HORIZONTALLY OF THE WATER'S EDGE; GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36" HORIZONTALLY OF THE WALKING SURFACE; GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOMTREAD.PER IRC SECTION R308.6.2, GLAZING IN ALL FACTORY-BUILT SKYLIGHTS SHALL BE EITHER LAMINATED GLASS WITH A .015" POLYVINYL BUTYRAL INTERLAYER, (FOR GLASS PANELS 16 SQ FT OR LESS IN AREA LOCATED SUCH THAT THE HIGHEST POINTOF THE GLASS IS NOT MORE THAN 12" ABOVE THE WALKING SURFACE), TEMPERED GLASS, HEAT-STRENGTHENED GLASS, WIRED GLASS, OR APPROVED PLASTIC. LOCATIONS IN EXCESS OF 12' FROM WALKING SURFACE THE LAMINATED GLASSINTERLAYER SHALL BE 0.030 INCHES THICK.ALL NEW EXTERIOR WALL GLAZING SHALL BE DOUBLE-PANED, AND SHALL COMPLY WITH THE 2018 WASHINGTON STATE ENERGY CODE.INSTALL ALL FACTORY-BUILT FIREPLACES, STOVES, AND RELATED ASSEMBLIES PER IRC SECTION R1004. DO NOT ALTER STRUCTURAL FRAMING TO ACCOMMODATE THESE INSTALLATIONS WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECTAND THE STRUCTURAL ENGINEER OF RECORD. PROVIDE MANUFACTURER-RECOMMENDED CLEARANCES FROM THE FIREPLACE TO ALL COMBUSTIBLES. ANCHOR ALL METAL CHIMNEYS AT EACH FLOOR AND ROOF WITH (2) 1 1/2" x 1/8" METAL STRAPSLOOPED AROUND THE OUTSIDE OF THE CHIMNEY INSTALLATION AND NAILED WITH NOT LESS THAN (6) 8d NAILS PER STRAP AT EACH JOIST. PROVIDE A NON-COMBUSTIBLE HEARTH AND FIREPLACE SURROUND FOR ALL FACTORY-BUILT FIREPLACESPER THESE DRAWINGS AND SPECIFICATIONS. AT NO TIME SHALL THE HEARTH OR SURROUND BE LESS THAN THAT WHICH IS REQUIRED BY THE MANUFACTURER OR CODE.PROVIDE A MECHANICAL VENTILATION SYSTEM CAPABLE OF TWO AIR CHANGES PER HOUR, WITH A MINIMUM OF 15 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT, AT EACH HABITABLE ROOM NOT PROVIDED WITH AN OPERABLE EXTERIOROPENING EQUAL TO BUT NOT LESS THAN 1/20TH OF THE FLOOR AREA OF THAT ROOM. BATHROOMS, WATER CLOSETS, AND LAUNDRY ROOMS SHALL BE PROVIDED WITH A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING FIVE AIRCHANGES PER HOUR. SUCH SYSTEM SHALL BE VENTED DIRECTLY TO THE EXTERIOR OF THE BUILDING. DISCHARGE OF THIS SYSTEM SHALL BE AT LEAST THREE FEET FROM ANY OPENING THAT ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THEBUILDING.EXTERIOR WOOD-FRAMED TRELLISES AND OTHER WOOD-FRAMED STRUCTURES EXPOSED TO WEATHER SHALL BE CONSTRUCTED OF CEDAR, REDWOOD, OR PRESSURE-TREATED (P.T.) LUMBER. P.T. LUMBER SHALL CONFORM TO CURRENTAMERICAN WOOD PRESERVERS INSTITUTE STANDARDS. THIS INCLUDES ALL PLYWOOD, TRUSSES, SAWN MEMBERS, GLUE-LAMINATED MEMBERS, ETC., UNLESS OTHERWISE NOTED. ALL NAILS AND CONNECTORS SHALL BE GALVANIZED METAL,EXCEPT WHERE NOTED OTHERWISE ON THE DRAWINGS. CUT ENDS OF P.T. MEMBERS SHALL BE PAINTED WITH APPROPRIATE PRESERVATIVE.WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED, (P.T.), INCLUDING ALL SILL PLATES, POSTS ON FOOTINGS, ETC. PAINT CUT ENDS OF P.T. MEMBERS WITH APPROPRIATE PRESERVATIVE.ALL DOORS SHALL CONFORM TO THE MOST CURRENT EDITION OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) QUALITY STANDARDS. DOOR HARDWARE SHALL CONFORM TO THE DOOR AND HARDWARE INSTITUTE (DHI) STANDARDS, UNLESSOTHERWISE NOTED.ALL FLASHING AND SHEET METAL WORK SHALL CONFORM WITH THE MOST CURRENT EDITION OF THE SHEET METAL AND AIR CONDITIONING NATIONAL ASSOCIATION (SMACNA) ARCHITECTURAL SHEET METAL MANUAL, UNLESS OTHERWISE NOTED.PLUMBING RISERS AND VENTS ARE NOT SHOWN ON THESE DRAWINGS. COORDINATE LOCATION OF ALL SUCH ITEMS EXPOSED TO VIEW, (E.G. PLUMBING VENTS THROUGH ROOF), WITH ARCHITECT.1.2.3.4.5.6.7.8.DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS GOVERN. ALL PARTITIONLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICTNOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCEOVER ALL OTHER PLANS.ALL DIMENSIONS ARE TO FACE OF FRAMING FOR NEW CONSTRUCTION ANDFINISHED FACE OF EXISTING CONSTRUCTION, UNLESS OTHERWISE NOTED.CONTACT ARCHITECT FOR CLARIFICATIONS IF REQUIRED.DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED,AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTIONFROM ARCHITECT.DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLERTHAN 2 INCHES FROM INDICATED DIMENSION, UON.NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS INTHE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OFPARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TOBE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION.REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS ANDPLENUM BARRIER LOCATIONS.DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, UON."ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAMEPLANE.1.2.3.4.5.PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICHIT IS TO BE APPLIED.ALL EXPOSED GWB SURFACES ARE TO RECEIVE NEW PAINT FINISH U.O.N.PREP ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONEPRIME COAT PLUS TWO FINISH COATSCHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGSSHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION.CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUGINSTITUTE-CRI CARPET INSTALLATION STANDARD-CURRENT EDITION.PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TOCREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS,CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. ALL EXPOSEDREVEAL SURFACES AND EDGES TO HAVE SAME FINISH AS THE CASEWORKITEM THEY "ABUT".1.2.3.4.5.6.7.8.COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TOENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSIONSYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTSINDICATED ON ARCHITECT'S DRAWINGS.FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING ASREQUIRED.PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEMMAINTENANCE, AND MATCH ADJACENT CEILING FINISH UON.ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OFFINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILEAND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILINGHEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS.ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUSABOVE-CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BYOTHERS - PERMITTED SEPARATELY.NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITHDUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FORLIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S LOCATION & ACTUALFIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TOFRAMING.SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTSTO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION.9.SEE CEILING NOTES ON PLANS FOR ADDITIONAL PROJECT-SPECIFICINFORMATION.1.FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURELAMPS AS REQUIRED.2.ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECTTO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVERALL OTHERS, UON. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERNTHE WIRING LAYOUT, PANEL LOCATIONS, AND INSTALLATION IN COMPLIANCEWITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES.3.OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET1'-0" MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED.4.FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT,UON.5.COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'SRECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS.6.ALL FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALLBE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLEBUILDING AND FIRE CODES.7.UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT.ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TOCOMMENCEMENT OF CORING OR OUTLET INSTALLATION.8.FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL)LABELED DEVICES THROUGHOUT.9.INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.O.N.HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THECENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLEAT BOTTOM, UON.10.MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROMEDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OFMONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL,COLUMN, OR SIMILAR ELEMENTS, UON.11.INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE ORMONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OFTHE CLUSTER, UON.; GANG COVERPLATES SHALL BE ONE-PIECE TYPE,UON.12.ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE,ETC. SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OFWALLCOVERINGS & CARPET SPECIFIED.13."H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY.14.ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHEDFLOOR TO CENTER OF SWITCH UON. MULTIPLE SWITCHES AT ONELOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVERPLATE UON.15.RECEPTACLE SPACING SHALL BE A MAXIMUM OF 12'-0"1.2.3.4.5.6.SUBMIT DOCUMENTS ELECTRONICALLY IN PDF FORMAT WHEN POSSIBLE.SUBMIT NO FEWER THAN TWO EACH OF PRODUCT SAMPLES, ONE OF WHICHWILL BE RETAINED BY ARCHITECT.FOR EACH SUBMITTAL REVIEW, ALLOW 10 DAYS FOR EACH OFFICE WHOMUST REVIEW THE SUBMITTAL. NOTE VARIATIONS FROM CONSTRUCTIONDOCUMENTS OR PRODUCTS SCHEDULED.GC TO PROVIDE FULL COORDINATED SHOP DRAWINGS FOR REVIEW &APPROVAL PRIOR TO BEGINNING FABRICATION FOR THE FOLLOWING ITEMS:STRUCTURAL & ARCHITECTURAL METAL FABRICATIONS, CASEWORK,SPRINKLER LAYOUT, DOORS, GLAZING (WHITEBOARDS, PANELS, ETC),RELIGHTS & FRAMES. PROVIDE LAYOUT/ SEAMING DIAGRAMS FOR TILE,CARPET, UPHOLSTERY, SPECIALTY WALL PANEL (FABRIC WRAPPED PANELS,TACKBOARD, ETC)GC TO PROVIDE CUT SHEET/ PRODUCT DATA SUBMITTALS FOR REVIEW &APPROVAL PRIOR TO ORDERING FOR THE FOLLOWING ITEMS: DOOR &CASEWORK HARDWARE, LIGHT FIXTURES, PLUMBING FIXTURES,APPLIANCES, TOILET ACCESSORIES, MECHANICAL (GRILLES, ETC) & FIREALARM. PROVIDE CASEWORK PANEL MOCKUPS (12" SQ. MIN.) ILLUSTRATINGSUBSTRATE, FINISH & EDGEBAND.GC TO PROVIDE SELECTION AND/OR VERIFICATION SAMPLES FOR ALLMATERIALS IN THE FINISH SCHEDULE FOR REVIEW & APPROVAL PRIOR TOORDER. PROVIDE GLASS SAMPLES WHERE NOT IDENTIFIED IN FINISHSCHEDULE.1.2.3.4.5.6.7.8.9.10.11.12.UON, ALL EXTERIOR WINDOWS AND SKYLIGHTS TO BE REPLACED PERGLAZING SCHEDULE.ALL REMOVED EXTERIOR STONE TO BE SALVAGED FOR POSSIBLE REUSE.ASBESTOS & HAZARDOUS MATERIALS: FEDERAL, STATE & LOCALREGULATIONS REQUIRE THAT ALL ASBESTOS & OTHER HAZARDOUSMATERIALS IN A BUILDING BE REMOVED PRIOR TO STARTING THE DEMOLITIONWORK. CONTRACTOR TO OBTAIN REQUIRED CERTIFICATION THAT THERE ARENO HAZARDOUS MATERIALS PRESENT IN THE STRUCTURE.UON, ALL DEBRIS RESULTING FROM DEMOLITION WORK SHALL BECOME THEPROPERTY OF THE CONTRACTOR & SHALL BE REMOVED & DISPOSED OF IN ALEGAL MANNER OFF OF THE PROJECT PROPERTY.SEE MEP (UNDER SEPARATE PERMIT), FIRE PROTECTION (UNDER SEPARATEPERMIT), ELECTRICAL (UNDER SEPARATE PERMIT) & COMMUNICATION (UNDERSEPARATE PERMIT) DOCUMENTS FOR DEMOLITION RELATED TO THOSETRADES.THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING &IMPROVEMENTS WITHIN THE AREAS OF OPERATION & TAKE CARE TOPROTECT THE NEIGHBORING SPACES WHERE EXISTS. THE CONTRACTORSHALL ASSUME ALL FINANCIAL RESPONSIBILITY FOR THE IMMEDIATERESTORATION, REPAIR, OR REPLACEMENT OF DAMAGED ITEMS OR AREAS TORESTORE THEM TO MATCH EXISTING CONDITIONS .THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ADEQUATELY SECURE THEPREMISES AND/OR STORED MATERIALS FROM TRESPASSING, THEFT &VANDALISM.DEMO ALL FLOORING FINISHES IN AREAS OF WORK UON; PATCH & PREPAREEXISTING FLOORS IN AREAS TO RECEIVE NEW FLOORING TO PROVIDE FORCONTINUOUS "LEVEL" SURFACE FOR NEW FLOORING.DO NOT REMOVE ANY BEARING WALLS, COLUMNS OR OTHER STRUCTURALMEMBERS NOT DESIGNATED IN STRUCTURAL DOCUMENTS. NOTIFYARCHITECT IMMEDIATELY IF AREAS OF DEMO UNCOVER ANY EXISTINGSTRUCTURAL COMPONENTS NOT PREVIOUSLY IDENTIFIED.REMOVE ALL WALLCOVERING INCLUDING GWB ON WALLS TO REMAIN.PRIOR TO REMOVAL OF ANY STRUCTURAL COMPONENTS, THE CONTRACTORSHALL PROVIDE SHORING AS REQUIRED TO TEMPORARILY SUPPORT ALLLOADS UNTIL NEW FRAMING IS INSTALLED AS DOCUMENTED AND SPECIFIED.IF THE CONTRACTOR FINDS THE EXISTING CONDITIONS TO BE OTHER THANDOCUMENTED OR IN CONFLICT WITH THE DRAWINGS, NOTIFY THE ARCHITECTIMMEDIATELY FOR RESOLUTION. PROCEEDING WITHOUT NOTIFICATIONINDICATES FULL ACCEPTANCE OF CONDITIONS AND RESPONSIBILITY IF WORKIS NOT IN CONFORMANCE WITH CONTRACT DOCUMENTS.ALL EXISTING ELECTRICAL OUTLETS, SWITCHES AND FACE PLATES TO BEREPLACED PER SEPARATE PERMIT.ENERGY CODE NOTES:1.2.3.4.5.ALL NEW CONSTRUCTION TO COMPLY WITH ALTERATION REQUIREMENTS INWSEC 2018 RESIDENTIAL SECTIONS.SEE FLOOR PLAN NOTES FOR MINIMUM R-VALUES AND MAXIMUM U-FACTORS.SEE DOOR AND WINDOW SCHEDULES FOR GLAZING SPECS.SEE T1.0 FOR WHOLE HOUSE VENTILATION REQUIREMENTSWINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIRINFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT, ANDSWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT, PER 2018 WSECSECTION R402.4.340.THE CONTRACTOR IS TO PROVIDE A WHOLE HOUSE VENTILATION FAN (PANASONIC WHISPER COMFORT FV-04VE1 OR EQUAL). THE SYSTEM IS TO COMPLY WITH 2018 IRC SECTION M1507, MECHANICAL VENTILATION, WITH MIN. 30 CFM TIMED TO RUN PERTABLE M1507.3.3(2) OF THE 2018 IRC. SEE BUILDING CODE INFO ON SHEET T1.0 FOR MORE INFO.FIRE PROTECTION NOTES1.A HEAT DETECTOR OR ALARM RATED FOR AMBIENT OUTDOOR TEMPERATURESAND HUMIDITY SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TOOR LOCATED UNDER NEW AND EXISTING DWELLINGS. HEAT DETECTORS ANDHEAT ALARMS SHALL BE INSTALLED IN A CENTRAL LOCATION AND INACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. HEAT DETECTORSSHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM WITHIN THEDWELLING.PLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
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6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o mHEC.MANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTT1.1GENERAL NOTES
ABBREVIATIONS
SYMBOLS
MORRIS AVE S16'ALLEY30'ROWMORRIS AVE S
WHITWORTH AVE S
S SIXTH STS FIFTH ST30'ROW30'ROW30'ROW
30'ROW
16'ALLEYSMITHERS AVE S S FOURTH STTOPOGRAPHIC & BOUNDARY SURVEYDATE:DRAFTED BY:CHECKED BY:SCALE:REVISION HISTORYSHEET NUMBEROFTOPOGRAPHIC & BOUNDARY SURVEYBASIS OF BEARINGSLEGAL DESCRIPTIONVERTICAL DATUMSURVEYOR'S NOTESLEGENDVICINITY MAPN.T.S.JOB NUMBER:REFERENCESPARCEL NO. 7841300360
L4 RENTON LLC
515 MORRIS AVE S
RENTON, WA 9805703/16/2022JAKJPS1" = 10'11220206SITEN.T.S.CONTROL MAPSTEEP SLOPE/BUFFER DISCLAIMER:NW4SW4SE4NE4INDEXING INFORMATION1/41/4SECTION:TOWNSHIP:RANGE:COUNTY:SESE1823N05E, W.M.KING
NSCALE: 1/4" = 1'-0"MAIN FLOOR PLAN2" AIRSPACE, 2x4 P.T. WOOD STUDS @16" O.C. w/ 1/2" GYPSUM WALLBOARD ATINTERIOR. PROVIDE R-21 BATTINSULATION.TYPICAL FURRED WALL11HR. FIRE RATED WALLTYPICAL INTERIOR PARTITIONU.N.O. ALL INTERIOR WALL SHALL BE 2x4WOOD STUDS @ 16" O.C. w/ 1/2" GYPSUMWALLBOARD EACH SIDE.TYPICAL EXTERIOR WALLFLOOR PLAN NOTES:1. NEW PARITITION CONSTRUCTION SHOWN POCHED.2.ALL DIMENSIONS TO F.O. FRAMING UON.3.'FIN' INDICATES DIMENSION TO FINISH.4.REFER TO SHEETS T1.0 & T1.1 FOR ADDITIONAL NOTES, LEGENDS,SYMBOLS, ABBREVIATIONS, & SCHEDULES.5.PATCH/REPAIR, PRIME & PAINT ALL EXISTING GWB WALLS TO REMAIN.6.PARTITIONS THAT ARE NOT DIMENSIONED ARE TO BE LOCATEDFLUSH & SQUARE WITH THE EXISTING PARTITION.7.WALLS THAT APPEAR TO ALIGN DO ALIGN. WALLS THAT APPEARCENTERED ON COLUMNS ARE CENTERED ON COLUMNS.8."ALIGN" MEANS TO ACCURATELY LOCATE THE FINISHED FACES IN THESAME PLANE.9.NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES ORCONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPONCOMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. ALLOWTIME IN THE SCHEDULE FOR VERIFICATION OF THE LAYOUT BY THEARCHITECT PRIOR TO PARTITION INSTALLATION.10.ALL DOORS TO BE 4" FROM ADJACENT WALL TO INT. F.O. FINISHEDJAMB, UON. DIMENSIONS LOCATING DOORS ARE TO FINISHEDOPENING, UON.WALL PARTITION TYPESFLOOR PLAN LEGENDEXISTING WALLSNEW WALLS1/2" THK GWB o/ 2x6 WD STUDS @ 16"O.C. PANELS NAILED 7" O.C.-1 7/8" CEMCTD NAILS- JOINTS EXP OR FIN - PERIMCAULKED- UL DES U305 & U314- JOINTSFINEXTERIOR WALL FINISH o/ (2) LAYERS60# BLDG. PAPER o/ 1/2" CDX PLYWOODo/ 2x6 WOOD STUDS AT 16" O.C. w/ 1/2"GWB AT INTERIOR. PROVIDE R-21 PLUSR-4 CI BATT INSUL.TEFSDCOEXHAUST FAN; 50 CFM MIN. FOR BATHROOMAND LAUNDRY, 100 CFM MIN. FOR KITCHEN;COORDINATE SPECS W/ WHOLE HOUSEVENTILATION REQUIREMENTS (SEE G0.00);MIN. AIR INTAKE OPENINGS = 4 IN² PER ROOMHARDWIRED SMOKE DETECTOR W/BATTERY BACKUPHARDWIRED CARBONMONOXIDE DETECTOR W/BATTERY BACKUPTEMPERED GLAZINGEGRESS WINDOWHDHEAT DETECTOR21/2" GYPSUM WALLBOARD EACH SIDE ON2x4 STUDS @ 16"OC WTH ROCKWOOLFIRE AND SOUND INSULATION.SOUND PROOF 2x4 STUD WALL32x6 SILL & TOP PLATES AND STAGGERED2x4 VERTICAL STUDS @ 8"oc w/ INTER-WOVEN SOUNDS BATTS w/ GYPSUMWALLBOARD EACH SIDE.SOUND PROOF 2x6 STUD WALLCEILING NOTES:1.ALL GWB SOFFITS AND CEILINGS TO BE PAINTED WHITE,FLAT FINISH, UON2.ALL EXISTING CEILINGS TO REMAIN, UON; PATCH ANDREPAIR AS NEEDED WHERE DEMO WORK HAS OCCURED.3.ALL CEILING HEIGHTS TO BE 6'-4" AFF, MIN., UON.HEADROOM AT STAIR TO BE 6'-8", MIN.4.HEIGHTS NOTED ARE ABOVE FINISHED FLOOR, UON5.REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTOF WALL SCONCES.6.GWB SOFFIT HEIGHTS TO BE REVIEWED WITH FINALMECHANICAL LAYOUTS PRIOR TO INSTALLATION. NOTIFYARCHITECT IMMEDIATELY OF ANY CONFLICTS.7.VERIFY LOCATIONS OF ACCESS PANELS WITH ABOVECEILING DEVICES & CONTROLS - PAINT TO MATCHADJACENT SURFACE.8.ALL LIGHT FIXTURES TO BE 2700K, U.O.N9.ALL NEW LIGHT FIXTURES TO HAVE HIGH-EFFICACY LAMPS.10.ALL ROOMS TO HAVE PERMANENTLY INSTALLED ELECTRICLIGHTING OR A MIN. GLAZED EXTERIOR OPENING AREA =8% OF FLOOR AREA.11.ALL WORK SHALL BE ERECTED & INSTALLED PLUMB, LEVEL, SQUARE& TRUE.12.ALL INTERIOR WALLS NOT LABELED WITH WALL TAG ARE INFILLWALLS TO MATCH EXISTING PARTITION.13.ALL HANDRAILS TO BE 1 1/4" -2" DIA., LOCATED 1 1/2" MIN. FROMADJACENT WALL ON AT LEAST ONE SIDE OF STAIRS AND SHALLRETURN TO WALL AT ENDS.14.ALL HANDRAILS TO BE 34 - 38" HIGH ABV. STAIR NOSE.15.ALL GUARDRAILS TO BE 36" HIGH WITH CABLE RAILS INSTALLED ANDTENSIONED TO ALLOW A 4" MAX. CLEAR SPACE BETWEEN RAILS.16.ALL TREADS TO HAVE 1" NOSING.17.WHERE EXISTING FRAMING REMAINS AND THE FRAMING CAVITY ISEXPOSED DURING CONSTRUCTION, THE CAVITY MUST BE FILLEDWITH INSULATION: MIN R-15 FOR 2x4 FRAMED WALLS, MIN R-21 FOR2x6 FRAMED WALLS.18.FOR NEW FRAMED ABOVE-GRADE WALLS, INSTALL MIN. INSULATIONOF R-21 STUD CAVITY INSULATION + R-10 AT HEADERS.19.FOR NEW BELOW-GRADE WALLS, INSTALL MIN. INSULATION OF R-10CONTINUOUS ON OUTSIDE OF WALL OR R-15 CONTINOUS ON INSIDEOF WALL OR R-21 STUD CAVITY INSULATION + R-10 AT HEADERS +THERMAL BREAK BETWEEN SLAB AND BELOW-GRADE WALL OR R-13STUD CAVITY INSULATION + R-5 CONTINUOUS INSULATION ON INSIDEOR OUTSIDE OF WALL.20.FOR NEW WINDOWS AND GLAZED DOORS, PROVIDE MAX. U-FACTORINDICATED ON SCHEDULES.21.ALL REQUIRED SMOKE ALARMS IN THE ADU AND IN PRIMARYRESIDENCE ARE INTERCONNECTED IN SUCH A MANNER THAT THEACTUATION OF ANY ONE ALARM WILL ACTIVATE ALL OTHER ALARMSIN THE STRUCTURE.23.R303.1, EXCEPTION: 1 MECHANICAL HEATING SYSTEM WILL BEINSTALLED WITH INTEGRATED FORCED AIR WHOLE HOUSEVENTILATION SYSTEM, 15 CU. FT. CFM PER OCCUPANT.24.R303.1 EXCEPTION 2 GLAZED AREA NOT REQUIRED DUE TOARTIFICIAL LIGHTING 6 FOOTCANDLES AVE. AT 30" AFF.25.EA MINIMUM OF 75 PERCENT OF PERMANTLY INSTALLED LIGHTINGMUST BE HIGH-EFFICIENCY LAMPS PER WA ENERGY CODE R404.1.GARPWDRARCADELAWNCO9 PATIO.ITPNTRYLI9DINM8D LNDRYOFFICEA1234678BCDEF1234ABCDEF24'-0"18'-0"4'-0"23'-0"4'-0"5'-0"3'-6"9'-0"6'-0"9'-0"3'-6"4A3.1BA4.01A3.0BA4.0AA4.0DA4.1DA4.1CA4.1CA4.1EA4.16A3.13A3.03'-6"9'-0"6'-0"9'-0"3'-6"24'-0"18'-0"4'-0"4'-0"5'-0"AA4.03'-0"18'-0"3'-0"24'-0"2'-6"6'-0"15'-6"58'-0"67823'-0"58'-0"1'-412"4'-0"6"6'-812"6"4'-0"6'-212"8'-0"812"17'-612"6'-512"2'-6"5'-0"2'-6"3'-212"5'-0"2'-1"2'-212"3'-0"7"4'-1"4'-4"2'-9"4'-0"2'-9"4'-0"9'-0"4'-0"10'-0"57'-0"10'-312"5'-912"17'-10"3'-6"512"3'-6"512"5'-012"4'-7"3'-6"512"3'-0"3'-0"5'-6"1'-6"5'-6"
12'-6"6'-0"12'-6"
31'-0"86'-0"32'-0"3"5'-6"6"5'-6"6"5'-6"6"5'-6"6"5'-6"3"30'-0"1'-6"3'-0"3'-9"8'-0"2'-3"
5'-712"12'-1012"
18'-6"
4'-5"8'-1"
5'-9"2'-0"FFFHDPROVIDE A HEATDETECTOR PER FIREPROTECTION NOTE#1 ON SHEET T1.1.1 HR. FIRE RATED CEILINGPROVIDE 5/8" TYPE 'X'GWB, FIRE TAPED, ONENTIRE GARAGE CEILING.(UNHEATED)SEALED CONC.SLOPE SLAB1/8" PERFT. MIN.1WD120 MIN. DR.W/ SPRINGHINGESTTTTTCOSDELECTRICFIREPLACEW/ TV ABOVEHANDRAIL,2'-10" ABOVENOSING, TYP.101102103105106107108109110104TRASH / RECYCLE16 R @ 7.5"
= 10'-0"
T = 10.5" W/
1" NOSINGUP
HIGH WINDOWUP24" DEEP CABINETS BELOWHIGH WINDOWHIGH WINDOWCOATS17 R @ ±7.5"= ±10'-7 1/2"T = 11" W/1" NOSINGT2A3.05A3.1PLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
4
5
6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o m+EC.MANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTA2.0MAIN FLOOR PLAN
NSCALE: 1/4" = 1'-0"UPPER FLOOR PLAN2" AIRSPACE, 2x4 P.T. WOOD STUDS @16" O.C. w/ 1/2" GYPSUM WALLBOARD ATINTERIOR. PROVIDE R-21 BATTINSULATION.TYPICAL FURRED WALL11HR. FIRE RATED WALLTYPICAL INTERIOR PARTITIONU.N.O. ALL INTERIOR WALL SHALL BE 2x4WOOD STUDS @ 16" O.C. w/ 1/2" GYPSUMWALLBOARD EACH SIDE.TYPICAL EXTERIOR WALLFLOOR PLAN NOTES:1. NEW PARITITION CONSTRUCTION SHOWN POCHED.2.ALL DIMENSIONS TO F.O. FRAMING UON.3.'FIN' INDICATES DIMENSION TO FINISH.4.REFER TO SHEETS T1.0 & T1.1 FOR ADDITIONAL NOTES, LEGENDS,SYMBOLS, ABBREVIATIONS, & SCHEDULES.5.PATCH/REPAIR, PRIME & PAINT ALL EXISTING GWB WALLS TO REMAIN.6.PARTITIONS THAT ARE NOT DIMENSIONED ARE TO BE LOCATEDFLUSH & SQUARE WITH THE EXISTING PARTITION.7.WALLS THAT APPEAR TO ALIGN DO ALIGN. WALLS THAT APPEARCENTERED ON COLUMNS ARE CENTERED ON COLUMNS.8."ALIGN" MEANS TO ACCURATELY LOCATE THE FINISHED FACES IN THESAME PLANE.9.NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES ORCONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPONCOMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. ALLOWTIME IN THE SCHEDULE FOR VERIFICATION OF THE LAYOUT BY THEARCHITECT PRIOR TO PARTITION INSTALLATION.10.ALL DOORS TO BE 4" FROM ADJACENT WALL TO INT. F.O. FINISHEDJAMB, UON. DIMENSIONS LOCATING DOORS ARE TO FINISHEDOPENING, UON.WALL PARTITION TYPESFLOOR PLAN LEGENDEXISTING WALLSNEW WALLS1/2" THK GWB o/ 2x6 WD STUDS @ 16"O.C. PANELS NAILED 7" O.C.-1 7/8" CEMCTD NAILS- JOINTS EXP OR FIN - PERIMCAULKED- UL DES U305 & U314- JOINTSFINEXTERIOR WALL FINISH o/ (2) LAYERS60# BLDG. PAPER o/ 1/2" CDX PLYWOODo/ 2x6 WOOD STUDS AT 16" O.C. w/ 1/2"GWB AT INTERIOR. PROVIDE R-21 PLUSR-4 CI BATT INSUL.TEFSDCOEXHAUST FAN; 50 CFM MIN. FOR BATHROOMAND LAUNDRY, 100 CFM MIN. FOR KITCHEN;COORDINATE SPECS W/ WHOLE HOUSEVENTILATION REQUIREMENTS (SEE G0.00);MIN. AIR INTAKE OPENINGS = 4 IN² PER ROOMHARDWIRED SMOKE DETECTOR W/BATTERY BACKUPHARDWIRED CARBONMONOXIDE DETECTOR W/BATTERY BACKUPTEMPERED GLAZINGEGRESS WINDOWHDHEAT DETECTOR21/2" GYPSUM WALLBOARD EACH SIDE ON2x4 STUDS @ 16"OC WTH ROCKWOOLFIRE AND SOUND INSULATION.SOUND PROOF 2x4 STUD WALL32x6 SILL & TOP PLATES AND STAGGERED2x4 VERTICAL STUDS @ 8"oc w/ INTER-WOVEN SOUNDS BATTS w/ GYPSUMWALLBOARD EACH SIDE.SOUND PROOF 2x6 STUD WALLCEILING NOTES:1.ALL GWB SOFFITS AND CEILINGS TO BE PAINTED WHITE,FLAT FINISH, UON2.ALL EXISTING CEILINGS TO REMAIN, UON; PATCH ANDREPAIR AS NEEDED WHERE DEMO WORK HAS OCCURED.3.ALL CEILING HEIGHTS TO BE 6'-4" AFF, MIN., UON.HEADROOM AT STAIR TO BE 6'-8", MIN.4.HEIGHTS NOTED ARE ABOVE FINISHED FLOOR, UON5.REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTOF WALL SCONCES.6.GWB SOFFIT HEIGHTS TO BE REVIEWED WITH FINALMECHANICAL LAYOUTS PRIOR TO INSTALLATION. NOTIFYARCHITECT IMMEDIATELY OF ANY CONFLICTS.7.VERIFY LOCATIONS OF ACCESS PANELS WITH ABOVECEILING DEVICES & CONTROLS - PAINT TO MATCHADJACENT SURFACE.8.ALL LIGHT FIXTURES TO BE 2700K, U.O.N9.ALL NEW LIGHT FIXTURES TO HAVE HIGH-EFFICACY LAMPS.10.ALL ROOMS TO HAVE PERMANENTLY INSTALLED ELECTRICLIGHTING OR A MIN. GLAZED EXTERIOR OPENING AREA =8% OF FLOOR AREA.11.ALL WORK SHALL BE ERECTED & INSTALLED PLUMB, LEVEL, SQUARE& TRUE.12.ALL INTERIOR WALLS NOT LABELED WITH WALL TAG ARE INFILLWALLS TO MATCH EXISTING PARTITION.13.ALL HANDRAILS TO BE 1 1/4" -2" DIA., LOCATED 1 1/2" MIN. FROMADJACENT WALL ON AT LEAST ONE SIDE OF STAIRS AND SHALLRETURN TO WALL AT ENDS.14.ALL HANDRAILS TO BE 34 - 38" HIGH ABV. STAIR NOSE.15.ALL GUARDRAILS TO BE 36" HIGH WITH CABLE RAILS INSTALLED ANDTENSIONED TO ALLOW A 4" MAX. CLEAR SPACE BETWEEN RAILS.16.ALL TREADS TO HAVE 1" NOSING.17.WHERE EXISTING FRAMING REMAINS AND THE FRAMING CAVITY ISEXPOSED DURING CONSTRUCTION, THE CAVITY MUST BE FILLEDWITH INSULATION: MIN R-15 FOR 2x4 FRAMED WALLS, MIN R-21 FOR2x6 FRAMED WALLS.18.FOR NEW FRAMED ABOVE-GRADE WALLS, INSTALL MIN. INSULATIONOF R-21 STUD CAVITY INSULATION + R-10 AT HEADERS.19.FOR NEW BELOW-GRADE WALLS, INSTALL MIN. INSULATION OF R-10CONTINUOUS ON OUTSIDE OF WALL OR R-15 CONTINOUS ON INSIDEOF WALL OR R-21 STUD CAVITY INSULATION + R-10 AT HEADERS +THERMAL BREAK BETWEEN SLAB AND BELOW-GRADE WALL OR R-13STUD CAVITY INSULATION + R-5 CONTINUOUS INSULATION ON INSIDEOR OUTSIDE OF WALL.20.FOR NEW WINDOWS AND GLAZED DOORS, PROVIDE MAX. U-FACTORINDICATED ON SCHEDULES.21.ALL REQUIRED SMOKE ALARMS IN THE ADU AND IN PRIMARYRESIDENCE ARE INTERCONNECTED IN SUCH A MANNER THAT THEACTUATION OF ANY ONE ALARM WILL ACTIVATE ALL OTHER ALARMSIN THE STRUCTURE.23.R303.1, EXCEPTION: 1 MECHANICAL HEATING SYSTEM WILL BEINSTALLED WITH INTEGRATED FORCED AIR WHOLE HOUSEVENTILATION SYSTEM, 15 CU. FT. CFM PER OCCUPANT.24.R303.1 EXCEPTION 2 GLAZED AREA NOT REQUIRED DUE TOARTIFICIAL LIGHTING 6 FOOTCANDLES AVE. AT 30" AFF.25.EA MINIMUM OF 75 PERCENT OF PERMANTLY INSTALLED LIGHTINGMUST BE HIGH-EFFICIENCY LAMPS PER WA ENERGY CODE R404.1.BED 3BED 2RECROO0BARGUESTGUESTBT+0 BED0 CLO0 BT+BED 1ABCDEFABCDEF3'-6"9'-0"6'-0"9'-0"3'-6"4A3.1BA4.01A3.0BA4.0AA4.03'-6"9'-0"6'-0"9'-0"3'-6"AA4.01234678123424'-0"18'-0"4'-0"23'-0"4'-0"5'-0"DA4.1DA4.1CA4.1CA4.1EA4.16A3.13A3.024'-0"18'-0"4'-0"4'-0"5'-0"58'-0"67823'-0"58'-0"2'-6"6'-0"11'-012"4'-512"2'-6"5'-0"4'-0"2'-6"3'-0"5'-0"6"3'-0"2'-8"9"6'-0"5'-7"5'-212"3'-6"512"512"3'-6"4'-7"3'-6"512"1'-3"3'-6"5"
13'-4"5'-2"12'-6"9'-2"12'-4"7'-4"6'-2"10'-6"11'-6"57'-0"31'-0"86'-0"1'-0"3'-0"9'-4"2'-0"2'-4"9'-4"3'-0"1'-0"3'-3"6'-0"3'-712"1012"3'-6"1'-3"
5'-712"12'-1012"3"5'-512"612"5'-6"6"5'-6"3"13'-4"13'-4"2'-6"6'-0"4'-6"2'-0"3'-11"5'-1"13'-0"11'-9"
3'-0"6'-0"2'-9"3'-3"6'-0"3'-0"12'-3"11'-9"4'-3"24'-0"FFFFEEEEETTTTTSDCO3SDCOSDSDSDSDSDHANDRAIL,2'-10" ABOVENOSING, TYP.202201204203205206207208211212213216214215210209DNW/DLIN16 R @ 7.5"
= 10'-0"
T = 10.5" W/
1" NOSINGDN 17 R @ ±7.5"= ±10'-7 1/2"T = 11" W/1" NOSING+ALLPTBT+ 1TEMP. GLASSW/ OBSCUREGLAZING, TYP.TEMP.GLASS3'-6"1'-0"3'-11"1'-0"2'-0"10'-012"9'-612"
4'-4"4'-3"4'-7"11'-11"5'-9"2'-0"4'-9"
7'-6"
4'-1"7'-8"5A3.1PLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
4
5
6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o m+EC.0ANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTA2.1UPPER FLOOR PLAN
ALUMMCPRE-FINPNTSCWWD1.CONTRACTOR TO VERIFY ALL GLAZINGSIZING, AND DOOR DIMENSIONS INFIELD PRIOR TO ROUGH FRAMING &ORDERING OF GLAZING/WINDOW/DOORMATERIALS. REVIEW SIZES AND ANYDISCREPANCIES W/ ARCHITECT.2.ALL GLAZING TO BE "LOW E",INSULATED GLASS UNLESS NOTEDOTHERWISE.3.ALL OPERABLE WINDOWS TO HAVESCREENS.4.GLAZING INDOORS AND/OR WITHIN 24"OF A DOOR TO BE TEMPERED. SEEEXTERIOR ELEVATION FOR TEMP.GLASS LOCATION & EGRESS WINDOWS.5.ALL NEW FENESTRATION ARE TO BENFRC CERTIFIED.6.ALL WINDOW AND DOOR HEADERS ARETO BE INSULATED WITH A MINIMUM OFR-10 INSULATION.7.ALL WINDOWS ARE TO BE CASCADEWINPRO.ALUMINUMMETAL CLADPRE-FINISHEDPAINTEDSOLID CORE WOODWOODDOOR SCHEDULESIZEWIDTHLOCATIONDOORNO.DOORU-VAL.HDWR.THK.(MIN.)REMARKSDOORDOORFIN.DOORTYPEHEIGHTSIZE201202206207204203205MAIN FLOOREFDDESCRIPTIONWINDOW SCHEDULEMARKBWINDOWCGLAZINGAREA (SF)TOTALQTY.(MIN.)U-VALUEREMARKS & NOTESTEMP.WIDTHHEIGHTR.O. SIZEA101102103UPPER FLOORGARAGEGARAGEARCADED--20 MIN. DR. W/ SPRING HINGES H-...ADU W/D CLOSETBEDROOM 1 CLOSETADU BATH-1-3/4"PNT.---.-1-3/4"PNT.-.ADU BEDROOMADU BED CLOSETA--1-3/4"PNT.--1-3/4"PNT.---.-YPROVIDE HORIZ. TRANSOM PER ELEV.3LOW E/ CLEARFIXED-YPROVIDE HORIZ. TRANSOMS PER ELEV.1LOW E/ CLEAR-Y2LOW E/ CLEARPROVIDE HORIZ. TRANSOM PER ELEV.-Y1LOW E/ CLEAR.3'-0"PNT.-Y2LOW E/ CLEAR.PROVIDE OPENER.DOOR TYPESSCHEDULE NOTESABBREVIATIONS.1-3/4"PNT.2'-8"GH--PROVIDE HORIZ. TRANSOM PER ELEV.4LOW E/ CLEAR-Y3LOW E/ CLEARPROVIDE HORIZ. TRANSOM PER ELEV.8'-0"5'-0"2'-8"5'-0"104105106MUD / LAUNDRYOFFICEPOWDER--1-3/4"PNT.-.-..1-3/4"PNT.-1-3/4"PNT.-107108109PANTRYCOAT CLOSETENTRY--PROVIDE FIBERGLASS ENTRY DOOR-..2'-6"1-3/4"PNT.--3'-0"110LIVING-.210211208209.--.-1-3/4"PNT.-.M BEDROOM-1-3/4"PNT.---.2'-6"3'-0"PNT.1-3/4"PNT.2'-8"2'-6"1-3/4"1-3/4"3'-0"2'-6"2'-8"ADU ENTRYBEDROOM 1BATH 1M BATHM BEDROOM CLOSETNOT USEDFIXEDFIXEDFIXED6'-6"9'-6"3'-4"SCALE: 1/8" = 1'-0"R O O F P L A NROOF PLAN NOTESN215213212214...LINENBEDROOM 3BEDROOM 3 CLOSET---.-1-3/4"PNT.-.-7'-6"PNT.2'-8"1-3/4"BEDROOM 2 CLOSETDOORWIDTHSWING DOORPOCKET DOORACDOUBLE SWINGDOORB6'-0"FDOOR HEIGHT
BI-PASS DOOROVERHEAD GARAGE DOORHSOLID COREENTRY DOORDFIN. FLR. LINESOLID CORE PANEL W/20 MIN. FIRE RATINGAND SPRING HINGESEGSWING GLASSDOORTEMPEREDGLASS, TYP.FIN. FLR. LINE6'-6"3'-4"3'-6"3'-4"J--1LOW E/ CLEARPROVIDE HORIZ. TRANSOM PER ELEV.6'-6"2'-0"FIXEDSLIDINGFIXEDFIXED7'-0"B7'-0"A7'-0"CACF7'-0"A7'-0"D7'-0"ADCA7'-0"A7'-0"C7'-0"GC7'-0"A7'-0"7'-0"A7'-0"F7'-0"7'-0"E8'-0"0.282'-8"B3'-6"7'-6"F1.ROOFING PER ELEVATIONS, TYP.2.TIGHTLINE ALL DOWNSPOUTS TO EXISTING STORMDRAINAGE SYSTEM, TYP.3.TO INSURE PROPER CROSS VENTILATION INOVER-FRAMED ROOF SPACE, DRILL (2) 1"Ø HOLESINTO PLYWOOD SHEATHING AT EACH ROOF RAFTERBAY AS REQUIRED TO PROVIDE CLEAR AIR PATHFROM SOFFIT VENTS TO RIDGE VENTS.---PNT.1-3/4"PNT.PNT.PNT.-PNT.1-3/4"PNT.-1-3/4"PNT.1-3/4"PNT.-ROOF PLAN LEGENDEXTENT OF EX. ROOFWALL LINE BELOWFIXED SKYLIGHTOPERABLE SKYLIGHTKL--3LOW E/ CLEAREGRESS-Y5LOW E/ CLEARPROVIDE HORIZ. TRANSOM PER ELEV.MN--.2LOW E/ CLEAR--2LOW E/ CLEAR.CASEMENT0.280.280.280.285'-6"2'-0"5'-6"FIXED8'-0"FIXEDSLIDING1'-6"6'-6"6'-0"6'-6"3'-0"5'-6"3'-0"P--2LOW E/ CLEAREGRESS0.28SLIDING4'-0"6'-0"3'-6"3'-6"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"3'-6"PR 3'-0"0.280.280.280.280.280.280.280.28Q--3LOW E/ CLEAR.0.282'-0"2'-0"AWNINGR--3LOW E/ CLEAREGRESS0.283'-6"3'-6"S--2LOW E/ CLEARVERIFY HEIGHT W/ CABINETRY0.28FIXED2'-9"± 1'-6"3'-6"5'-0"SLIDING18'-0"3'-0"3'-0"7'-0"1-3/4"--1-3/4"1-3/4"PNT.-216.-BEDROOM 27'-0"2'-8"A1-3/4"PNT.-6:12
6:12
6:12
6:12
6:12
6:12 6:12 6:127'-6"1'-6"1'-6"1'-6"ROOF O.H.,TYP. UON.EXTEND O.H.TO RIDGEEXTEND O.H.TO RIDGECONT. METALRIDGE VENT,TYP.METALGUTTER, TYP.METALGUTTER, TYP.CONT. METALRIDGE VENT,TYP.METALGUTTER, TYP.CONT. METALRIDGE VENT,TYP.METALGUTTER, TYP.PLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
4
5
6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o mHEC.MANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTA2.2ROOF PLAN
SCHEDULES
ELEVATION LEGENDTEMPERED GLAZINGEGRESS WINDOWTESCALE: 1/4" = 1'-0"EAST ELEVATIONSCALE: 1/4" = 1'-0"SOUTH ELEVATION1310'-0"8'-0"MAIN FLOORUPPER FLOORT.O. PLATE61210'-0"8'-0"1'-9"612612BBDEFCGALLLLLMMNKBKJHHHTTTTTTTEET3'-6"5'-6"3'-6"2'-0"5'-0"2'-0"7'-0"3'-0"3'-0"9'-6"3'-6"
3'-0"3'-6"3'-6"3'-0"3'-6"3'-6"MAIN FLOOR6"
1'-6"2'-0"3'-6"3'-6"MAIN FLOORUPPER FLOOR3'-6"3'-0"SCALE: 1/4" = 1'-0"S ELEV @ ENTRY2BTFT3'-0"3'-6"3'-6"3'-0"3'-6"3'-6"MAIN FLOORUPPER FLOOR61210'-0"8'-0"CONT. MTL.RIDGE VENTASPHALT SHINGLEROOFING, TYP.MTL. GUTTERS &DOWNSPOUTS,TYP.MTL. FLASHING W/DRIP AT UPPEREAVE, TYP.VERT. FIBERCEMENT SIDINGHORIZ. FIBERCEMENT SIDINGCONT. MTL.RIDGE VENTASPHALT SHINGLEROOFING, TYP.MTL. GUTTERS &DOWNSPOUTS,TYP.EXTERIOR SOFFIT,TYP. (HARDIE VENTPANELS OR SIM.)MTL. FLASHING W/DRIP AT UPPEREAVE, TYP.HORIZ. FIBERCEMENT SIDINGCONT. MTL.RIDGE VENTASPHALT SHINGLEROOFING, TYP.MTL. GUTTERS &DOWNSPOUTS,TYP.WOOD WRAPPEDCOLUMN, TYP.MTL. GUTTERS &DOWNSPOUTS,TYP.LINE OF VAULTEDCEILING BEYONDEXTEND ROOFO.H. AT STAIRSTO RIDGE, TYP.EXTERIOR SOFFIT,TYP.MTL. FLASHING W/DRIP AT UPPEREAVE, TYP.HORIZ. FIBERCEMENT SIDING20'-3"PROPOSED MAX. PLATE HEIGHT
(2) STEPS W/ 6"RISERS & 12"TREADS(2) STEPS W/ 6"RISERS & 12"TREADS7'-0"FRONT STOOPELEVATION NOTES1.PROVIDE 3.5" MIN. TRIM SURROUNDING ALLWINDOWS AND DOORS. DO NOT SCALE DRAWINGS.2.SIDING MATERIAL AND COLORS ARE TO BE A MIXOF GRAYS (SW7647-CRUSHED ICE,SW7674-PEPPERCORN, SW7669-SUMMIT GRAY, ORSIMILAR) AND COMPLY WITH REQUIREMENTSOUTLINED IN RMC 4-2-115 E.PROVIDE MIN. 2.5"CORNER BOARDSOR MTL. CLIPS PERRMC 4-2-115 E, TYP.EXTERIOR SOFFIT,TYP. (HARDIE VENTPANELS OR SIM.)EL. = 29.5'EL. = 39.5'EL. = 47.5'MAIN FLOORUPPER FLOORT.O. PLATEEL. = 29.5'EL. = 39.5'EL. = 47.5'T.O. PLATEEL. = 49.25'MAIN FLOORUPPER FLOORT.O. PLATEEL. = 29.5'EL. = 39.5'EL. = 47.5'PLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
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6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o mHE&.0ANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTA3.0EXTERIOR ELEVATIONS
ELEVATION LEGENDTEMPERED GLAZINGEGRESS WINDOWTESCALE: 1/4" = 1'-0"NORTH ELEVATION6SCALE: 1/4" = 1'-0"EAST ELEVATION410'-0"8'-0"1'-9"61210'-0"8'-0"612GGCNPQQRGRRQSSEEETMAIN FLOOR± 1'-6"± 3'-0"VERIFY LOCATION ANDSIZE OF WINDOW W/CABINETRY, TYP. OF 23'-6"2'-0"9'-0"3'-6"
5'-0"2'-0"
7'-0"MAIN FLOORUPPER FLOOR5'-0"2'-0"
7'-0"TSCALE: 1/4" = 1'-0"E ELEV @ COURTYARD510'-0"8'-0"KPB612612RAKE TRIM &FLASHING, TYP.HORIZ. FIBERCEMENT SIDINGVERT. FIBERCEMENT SIDINGLINE OF VAULTEDCEILING BEYONDEXTERIOR STAIRS TOADU ENTRY. PROVIDEPRE-FAB ALUM RAILINGSYSTEM 36" ABOVENOSING AND LANDING,TYP.EXTERIOR STAIRSTO ADU ENTRYPOST PERSTRUCT., TYP.PRE-FAB ALUM RAILINGSYSTEM 36" ABOVENOSING AND LANDING,TYP.HORIZ. FIBERCEMENT SIDINGCONT. MTL.RIDGE VENTASPHALT SHINGLEROOFING, TYP.MTL. GUTTERS &DOWNSPOUTS,TYP.BEAM PERSTRUCT., TYP.HORIZ. FIBERCEMENT SIDINGCONT. MTL.RIDGE VENTASPHALT SHINGLEROOFING, TYP.MTL. GUTTERS &DOWNSPOUTS,TYP.CONT. MTL.RIDGE VENTASPHALT SHINGLEROOFING, TYP.MTL. GUTTERS &DOWNSPOUTS,TYP.RAKE TRIM &FLASHING, TYP.HORIZ. FIBERCEMENT SIDINGWOOD WRAPPEDCOLUMN PERDETAILS 4, 8 & 12ON SHEET A6.0,TYP.SEE SECTION C/A4.1LINE OF VAULTEDCEILING BEYONDEXTERIOR SOFFIT,TYP.HORIZ. FIBERCEMENT SIDINGEXTEND ROOF O.H.TO RIDGE, TYP.ELEVATION NOTES1.PROVIDE 3.5" MIN. TRIM SURROUNDING ALLWINDOWS AND DOORS. DO NOT SCALE DRAWINGS.2.SIDING MATERIAL AND COLORS ARE TO BE A MIXOF GRAYS AND COMPLY WITH REQUIREMENTSOUTLINED IN RMC 4-2-115 E.PROVIDE MIN. 2.5"CORNER BOARDSOR MTL. CLIPS PERRMC 4-2-115 E, TYP.PROVIDE MIN. 2.5"CORNER BOARDSOR MTL. CLIPS PERRMC 4-2-115 E, TYP.MAIN FLOORUPPER FLOORT.O. PLATEEL. = 29.5'EL. = 39.5'EL. = 47.5'MAIN FLOORUPPER FLOORT.O. PLATEEL. = 29.5'EL. = 39.5'EL. = 47.5'T.O. PLATEEL. = 49.25'MAIN FLOORUPPER FLOORT.O. PLATEEL. = 29.5'EL. = 39.5'EL. = 47.5'PLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
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6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o mHEC.0ANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTA3.1EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0"BUILDING SECTIONASCALE: 1/4" = 1'-0"BUILDING SECTIONB10'-0"8'-0"MAIN FLOORUPPER FLOORT.O. PLATET.O. PLATE @ ADU1'-9"10'-0"8'-0"MAIN FLOORUPPER FLOORT.O. PLATEROOFING PER ELEVATIONS o/UNDERLAYMENT PER IRC R905.1.1 o/58" CDX PLYWOOD SHEATHING o/ROOF FRAMING PER STRUCTURAL o/12" PAINTED GWB CEILING w/R-38 CRAFT FACED BATT INSULATIONT<3. SLO3ED 5OO) CONST5.AT 9AULTED CEILINGT<3. GA5AGE )LOO5SLAB CONST5UCTION4" REINFORCED CONCRETE SLAB o/6 MIL. VAPOR BARRIER o/4" COMPACTED FILL o/EXISTING UNDISTURBED SOILWALL SIDING PER ELEVATIONS o/WATER-RESISTIVE BARRIER o/12" CDX PLYWOOD SHEATHING o/2x6 STUDS @ 16" O.C. o/12" PAINTED GWBT<3. GA5AGE :ALLCONST5UCTIONINTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL o/58" PAINTED TYPE 'X' GWB CEILING W/R-30 CRAFT FACED BATT INSULATION)LOO5 CONST5UCTIONABO9E GA5AGET<3. )LOO5 CONST5UCTIONINTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL o/12" PAINTED GWB CEILINGROOFING PER ELEVATIONS o/UNDERLAYMENT PER IRC R905.1.1 o/58" CDX PLYWOOD SHEATHING o/ROOF FRAMING PER STRUCTURAL o/12" PAINTED GWB CEILING w/R-49 CRAFT FACED BATT INSULATIONT<3. SLO3ED 5OO) CONST5.AT T5USSED 5OO)ROOFING PER ELEVATIONS o/UNDERLAYMENT PER IRC R905.1.1 o/58" CDX PLYWOOD SHEATHING o/ROOF FRAMING PER STRUCTURAL o/12" PAINTED GWB CEILING w/R-49 CRAFT FACED BATT INSULATIONT<3. SLO3ED 5OO) CONST5.AT T5USSED 5OO)INTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL w/R-38 CRAFT FACED BATT INSULATIONT<3. )LOO5 CONST5UCTIONO9E5 C5A:L S3ACE4"Ø PVC FOOTING DRAININ GRAVEL BED, WRAPDRAIN AND GRAVEL BEDIN FILTER FABRICFTG. PER STRUCT., TYP.4"Ø PVC FOOTING DRAININ GRAVEL BED, WRAPDRAIN AND GRAVEL BEDIN FILTER FABRICFTG. PER STRUCT., TYP.UNHEATEDCRAWL SPACESLOPE14" PER FT.1-HR FIRE-RATED WALL12" GWB, FIRETAPED, ONEX. STUDS w/ R-21 CRAFTFACE BATT INSULATIONAT INTERIOR GARAGEWALLS, TYP.10 MIL. VAPORBARRIER, TYP.INTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL o/EXTERIOR SOFFIT w/R-38 CRAFT FACED BATT INSULATIONT<3. )LOO5 CONST5UCTIONO9E5 E;TE5IO5 S3ACEWALL FINISH PER ELEVATIONS o/WATER-RESISTIVE BARRIER o/12" CDX PLYWOOD SHEATHING o/2x6 STUDS @ 16" O.C. o/12" PAINTED TYPE 'X' GWB w/R-21 CRAFT FACED BATT INSULATIONT<3. E;TE5IO5 :ALLCONST5UCTIONBELO: G5ADE :ALLCONST5UCTIONAPPROVED DRAINAGE FABRIC o/DAMPPROOFING MEMBRANE o/CONCRETE WALL PER STRUCTURALROOFING PER ELEVATIONS o/UNDERLAYMENT PER IRC R905.1.1 o/58" CDX PLYWOOD SHEATHING o/ROOF FRAMING PER STRUCTURAL o/12" PAINTED GWB CEILING w/R-49 CRAFT FACED BATT INSULATIONT<3. SLO3ED 5OO) CONST5.AT T5USSED 5OO)WALL FINISH PER ELEVATIONS o/WATER-RESISTIVE BARRIER o/12" CDX PLYWOOD SHEATHING o/2x6 STUDS @ 16" O.C. o/12" PAINTED TYPE 'X' GWB w/R-21 CRAFT FACED BATT INSULATIONT<3. E;TE5IO5 :ALLCONST5UCTION4"Ø PVC FOOTING DRAININ GRAVEL BED, WRAPDRAIN AND GRAVEL BEDIN FILTER FABRICFTG. PER STRUCT., TYP.WALL FINISH PER ELEVATIONS o/WATER-RESISTIVE BARRIER o/12" CDX PLYWOOD SHEATHING o/2x6 STUDS @ 16" O.C. o/12" PAINTED TYPE 'X' GWB w/R-21 CRAFT FACED BATT INSULATIONT<3. E;TE5IO5 :ALLCONST5UCTIONT<3. )LOO5 CONST5UCTIONINTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL o/12" PAINTED GWB CEILINGROOFING PER ELEVATIONS o/UNDERLAYMENT PER IRC R905.1.1 o/58" CDX PLYWOOD SHEATHING o/ROOF FRAMING PER STRUCTURAL o/12" PAINTED GWB CEILING w/R-49 CRAFT FACED BATT INSULATIONT<3. SLO3ED 5OO) CONST5.AT T5USSED 5OO)INTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL w/R-38 CRAFT FACED BATT INSULATIONT<3. )LOO5 CONST5UCTIONO9E5 C5A:L S3ACEUNHEATEDCRAWL SPACEWALL FINISH PER ELEVATIONS o/WATER-RESISTIVE BARRIER o/12" CDX PLYWOOD SHEATHING o/2x6 STUDS @ 16" O.C. o/12" PAINTED TYPE 'X' GWB w/R-21 CRAFT FACED BATT INSULATIONT<3. E;TE5IO5 :ALLCONST5UCTIONBELO: G5ADE :ALLCONST5UCTIONAPPROVED DRAINAGE FABRIC o/DAMPPROOFING MEMBRANE o/CONCRETE WALL PER STRUCTURALUNHEATEDCRAWL SPACE10 MIL. VAPORBARRIER, TYP.10 MIL. VAPORBARRIER, TYP.MAIN FLOORFRAMING PERSTRUCT., TYP.5EC5OO0STAI5S0 BT+BED +ALLGA5A5CADE.ITBA50 BEDBED BED CO9 3ATIOLI9DIN4"Ø PVC FOOTING DRAININ GRAVEL BED, WRAPDRAIN AND GRAVEL BEDIN FILTER FABRICFTG. PER STRUCT., TYP.MTL. WALLFLASHINGSLOPE14" PER FT.UNHEATEDATTIC SPACEUNHEATEDATTIC SPACE1A5.02A5.0PLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
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6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o m+EC.0ANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTA4.0BUILDING SECTIONS
SCALE: 1/4" = 1'-0"BUILDING SECTIONESCALE: 1/4" = 1'-0"BUILDING SECTIONDSCALE: 1/4" = 1'-0"BUILDING SECTIONC10'-0"8'-0"MAIN FLOORUPPER FLOORT.O. PLATE10'-0"8'-0"MAIN FLOORUPPER FLOORT.O. PLATE10'-0"MAIN FLOORUPPER FLOORBED 1A5CADE.ITLI9DINO))ICE+ALLBED 0 BED4"Ø PVC FOOTING DRAININ GRAVEL BED, WRAPDRAIN AND GRAVEL BEDIN FILTER FABRICFTG. PER STRUCT., TYP.4"Ø PVC FOOTING DRAININ GRAVEL BED, WRAPDRAIN AND GRAVEL BEDIN FILTER FABRICFTG. PER STRUCT., TYP.4"Ø PVC FOOTING DRAININ GRAVEL BED, WRAPDRAIN AND GRAVEL BEDIN FILTER FABRICFTG. PER STRUCT., TYP.UNHEATEDCRAWL SPACE10 MIL. VAPORBARRIER, TYP.UNHEATEDCRAWL SPACE10 MIL. VAPORBARRIER, TYP.UNHEATEDCRAWL SPACE10 MIL. VAPORBARRIER, TYP.SLOPE14" PER FT.T<3. )LOO5 CONST5UCTIONINTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL o/12" PAINTED GWB CEILINGROOFING PER ELEVATIONS o/UNDERLAYMENT PER IRC R905.1.1 o/58" CDX PLYWOOD SHEATHING o/ROOF FRAMING PER STRUCTURAL o/12" PAINTED GWB CEILING w/R-49 CRAFT FACED BATT INSULATIONT<3. SLO3ED 5OO) CONST5.AT T5USSED 5OO)INTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL w/R-38 CRAFT FACED BATT INSULATIONT<3. )LOO5 CONST5UCTIONO9E5 C5A:L S3ACEWALL FINISH PER ELEVATIONS o/WATER-RESISTIVE BARRIER o/12" CDX PLYWOOD SHEATHING o/2x6 STUDS @ 16" O.C. o/12" PAINTED TYPE 'X' GWB w/R-21 CRAFT FACED BATT INSULATIONT<3. E;TE5IO5 :ALLCONST5UCTIONBELO: G5ADE :ALLCONST5UCTIONAPPROVED DRAINAGE FABRIC o/DAMPPROOFING MEMBRANE o/CONCRETE WALL PER STRUCTURALT<3. )LOO5 CONST5UCTIONINTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL o/12" PAINTED GWB CEILINGROOFING PER ELEVATIONS o/UNDERLAYMENT PER IRC R905.1.1 o/58" CDX PLYWOOD SHEATHING o/ROOF FRAMING PER STRUCTURAL o/12" PAINTED GWB CEILING w/R-49 CRAFT FACED BATT INSULATIONT<3. SLO3ED 5OO) CONST5.AT T5USSED 5OO)INTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL w/R-38 CRAFT FACED BATT INSULATIONT<3. )LOO5 CONST5UCTIONO9E5 C5A:L S3ACEWALL FINISH PER ELEVATIONS o/WATER-RESISTIVE BARRIER o/12" CDX PLYWOOD SHEATHING o/2x6 STUDS @ 16" O.C. o/12" PAINTED TYPE 'X' GWB w/R-21 CRAFT FACED BATT INSULATIONT<3. E;TE5IO5 :ALLCONST5UCTIONBELO: G5ADE :ALLCONST5UCTIONAPPROVED DRAINAGE FABRIC o/DAMPPROOFING MEMBRANE o/CONCRETE WALL PER STRUCTURALBELO: G5ADE :ALLCONST5UCTIONAPPROVED DRAINAGE FABRIC o/DAMPPROOFING MEMBRANE o/CONCRETE WALL PER STRUCTURALWALL FINISH PER ELEVATIONS o/WATER-RESISTIVE BARRIER o/12" CDX PLYWOOD SHEATHING o/2x6 STUDS @ 16" O.C. o/12" PAINTED TYPE 'X' GWB w/R-21 CRAFT FACED BATT INSULATIONT<3. E;TE5IO5 :ALLCONST5UCTIONINTERIOR FINISH FLOOR MATERIAL o/34" CDX PLYWOOD SHEATHING o/FLOOR JOIST PER STRUCTURAL w/R-38 CRAFT FACED BATT INSULATIONT<3. )LOO5 CONST5UCTIONO9E5 C5A:L S3ACEROOFING PER ELEVATIONS o/UNDERLAYMENT PER IRC R905.1.1 o/58" CDX PLYWOOD SHEATHING o/ROOF FRAMING PER STRUCTURAL o/12" PAINTED GWB CEILING w/R-38 CRAFT FACED BATT INSULATIONT<3. SLO3ED 5OO) CONST5.AT 9AULTED CEILING3A6.03A6.0UNHEATEDATTIC SPACEUNHEATEDATTIC SPACESIM1A6.01A6.0SIMPLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
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6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o m+EC.0ANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTA4.1BUILDING SECTIONS
SCALE: 3/4" = 1'-0"WALL SECTION 28'-0"1'-9"UPPER FLOORMAIN FLOOR10'-0"T.O. PLATE @ ADUT.O. PLATE8'-0"UPPER FLOORMAIN FLOOR10'-0"T.O. PLATE%E' 2CO9 3ATIO5EC 5OO0*A5LI91-HR FIRE-RATED CEILING58" TYPE 'X' GWB CEILING,FIRETAPED, AT FLOORSOVER GARAGE, TYP.FOUNDATION PERSTRUCTURAL4"Ø PVC FOOTING DRAININ GRAVEL BED, WRAPDRAIN AND GRAVEL BEDIN FILTER FABRICDRAINAGE FABRIC ONWATERPROOF MEMBRANEOVER CONCRETE WALLPER STRUCTUALMIN. SLOPE14" PER FT.SLOPE FINISHGRADE AWAY FROMBUILDING, TYP.MIN. SLOPE14" PER FT.UNHEATEDCRAWL SPACE10 MIL. VAPORBARRIER, TYP.FLOOR FINISH ON34" CDX PLYWOODSUBFLOOR58" PLYWOOD SHEATHING ONROOF FRAMING PER STRUCT.ROOFING PER ELEVATIONS ONAPPROVED UNDERLAYMENTPER IRC R905.1.1R-49 CRAFT-FACEDBATT INSULATION12" GWB CEILINGR-49 CRAFT-FACEDBATT INSULATION12" GWB CEILING12" GWB ON FLOORJOISTS PER STRUCT.FLOOR FINISH ON34" CDX PLYWOODSUBFLOOR58" PLYWOOD SHEATHING ONROOF FRAMING PER STRUCT.1 1/2" WIDE VENTW/ 18" WIRE MESHUNHEATEDATTIC SPACEEXTERIOR SOFFITUNHEATEDATTIC SPACEREINF. CONC. SLAB PERSTRUCTURAL10 MIL. VAPOR BARRIER ON6" PEA GRAVEL OR DRAINROCK OVER EXISTINGUNDISTURBED SOILFLOOR FINISH ON34" CDX PLYWOODSUBFLOORR-38 BATTINSULATION2A6.07A6.011A6.07A6.011A6.0R-21 CRAFTFACED BATTINSULATION12" GWB12" CDX PLYWOODSHEATHINGWALL FINISH PERELEVATIONS ON (2)LAYERS 60 MIN.BLDG. PAPERR-21 CRAFTFACED BATTINSULATION12" GWB12" CDX PLYWOODSHEATHINGWALL FINISH PERELEVATIONS ON (2)LAYERS 60 MIN.BLDG. PAPERGARAGE DOOR PERSCHEDULESLOPE FINISHGRADE AWAY FROMBUILDING, TYP.SCALE: 3/4" = 1'-0"WALL SECTION 1PLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
4
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6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o m+EC.0ANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTA5.0WALL SECTIONS
SCALE: 1 1/2" = 1'-0"DECK DETAIL AT GUARDRAIL10SCALE: 1 1/2" = 1'-0"DECK DETAIL AT DOOR SILL9SCALE: 1 1/2" = 1'-0"TYPICAL DETAIL AT ROOF RAKE2SCALE: 1 1/2" = 1'-0"TYPICAL DETAIL AT ROOF RIDGE VENT3CONT. METAL ROOFING CAPDRILL 2" DIA. HOLESAT 6" O.C. FORVENTILATION12PER ELEV.30# FELT OR OTHER REQ. UNDERLAYMENTROOFING PER ELEVATIONSROOF FRAMING PER STRUCTURAL5/8" CDX PLYWOOD SHEATHINGRIDGE VENT MATTSCALE: 1 1/2" = 1'-0"TYPICAL DETAIL AT ROOF EAVE1UNHEATEDATTIC SPACEWALL FINISH PERELEVATIONS ON WATER-RESISTIVE BARRIER5/8" CDX PLYWOODSHEATHINGAPPROVED UNDERLAYMENTPER IRC R905.1.1ROOFING PERELEVATIONS, TYP.12" CDX SHEATHINGMETAL RAKE FLASHINGW/ DRIPRAKE TRIM TOMATCH EX., TYP.UNHEATEDATTIC SPACE5/8" CDX PLYWOODSHEATHINGAPPROVEDUNDERLAYMENT PERIRC R905.1.1ROOFING PERELEVATIONS, TYP.EAVE FASCIA TRIMTO MATCH EX., TYP.MTL. FLASHINGW/ DRIPMETAL GUTTER &DOWNSPOUTS, TYP.MAINTAIN 1" MIN. CLR.AIR SPACE12PERELEV.R-49 BATTINSULATIONR-21 BATTINSULATION12" GWB CEILING12" GWBVENTED BLK'G W/ 18"WIRE MESH. PAINTEXPOSED FRAMINGBLACK, TYP.WALL FINISH PERELEVATIONS ON WATER-RESISTIVE BARRIER12" CDX SHEATHING1"DECKING ON 2x P.T.SLEEPERS @16"ocWATERPROOF MEMBRANE,SLOPE TO INTERNAL DRAIN,± 14" PER FOOTMETAL COPING ON ICE &WATER SHEILD FLASHINGSIDING PERELEVATIONSPT ROOF CANT2x6 TRIM2x PT CURB4"DECK GUARDRAILSUPPORT ATTACHEDTO WOOD FRAMINGMAX.1/2" CDXSHEATHINGMETAL WALLFLASHINGDOOR PERSCHEDULEWATERPROOF MEMBRANE,SLOPE TO INTERNAL DRAIN,14" PER FOOT, MIN.DECKING ON 2x P.T.SLEEPERS AT 16" O.C.12" GWB CEILING ONFRAMING PER STRUCT.,TYP. PROVIDE 1-HOURRATING PER PLANS12" GWB CEILING ONFRAMING PER STRUCT.,TYP. PROVIDE 1-HOURRATING PER PLANSBEAM PERSTRUCT., TYP.FROM 1x8SLOPED SILL TRIMW/ DRIPSIDING PERELEVATIONSWINDOW FRAMEAPRON TBD.12" GWB11SCALE: 3" = 1'-0"TYPICAL WINDOW SILL DETAIL7SCALE: 3" = 1'-0"TYPICAL WINDOW HEAD DETAILSIM. AT JAMBSHEET METAL FLASHINGWINDOW FRAMETRIM TBD.SIDING PERELEVATIONSM1 CAULKCASING TBD.12" GWBR-10 RIGID INSULATION26262626WINDOW HEADER PERSTRUCTURALSCALE: 3" = 1'-0"TYP. COLUMN PLAN DETAIL84SCALE: 3" = 1'-0"TYP. COLUMN CAP SECTION DETAIL10"POST PERSTRUCTURALNOTCH EDGES OFTRIM FOR REVEAL,TYP.812"12" MDOFROM 2x10 TRIM34"34"10"
812"3 4"3 4"FROM 2x10 TRIMPOST PERSTRUCTURALSLOPED MTL.FLASHING W/ DRIPBEAM PERSTRUCTURALPAVERS1" SAND BED4" LAYER OFCRUSHED ROCK2"
MIN.SHIM12" MDOFROM 2x10 TRIMPOST PERSTRUCTURAL12" MDOSCALE: 3" = 1'-0"TYP. COLUMN PLAN DETAIL125SCALE: 3" = 1'-0"ROOF PARAPET DETAILSLOPE2424MTL. WALLFLASHINGLAP WALL BARRIEROVER FLASHINGWALL SIDING PERELEVATIONSWRAP FLEXIBLEFLASHING ONWATER- RESISTIVEBARRIER. WRAPBOTH OVER PARPETHEAVY GAUGE MTL.CAP FLASHING W/DRIPWATER- RESISTIVEBARRIER ONEXTERIOR PLYWOODSHEATHINGROOFING PERELEVATIONS ONAPPROVEDUNDERLAYMENTPER IRC R905.1.1FACE OF GWB WALLUNDERSIDE OF RAILCAPTAP SCREWS FROM FACE OF GWB WALLTYPICAL WALL MOUNTEDBRACKETCONNECTION PLATEOTHER STANDARD 112"3/16" FLAT BAR OR1 1/2" DIA. WOODRAILINGSECTIONSCALE: 6" = 1'-0"HANDRAIL DETAIL6112"PLAN VIEWRETURN HANDRAILENDS TO WALL (TYP.)PLOT DATE:PERMIT SUBMISSION:SHEET NUMBER:REVISIONS:All Rights ReservedC 20231 10/26/23 PERMIT RESPONSE
2 01/12/24 PERMIT RESPONSE
3 02/08/24 PERMIT RESPONSE
4
5
6 STATE OF WASHINGTONAARON N. HECKMANARCHITECTREGISTERED8451( 2 0 6 ) 4 7 8 - 6 8 5 0A n h e c k m a n @ g m a i l . c o mHECKMANarchitectswww . HECKMANarchitects . com09/19/20232/8/2024H E C K M A N a r c h i t e c t s . c o m501 ROY ST, STE C232SEATTLE, WA 98109L4 RENTON LLC
511 MORRIS AVE S - RENTON, WA 98057
DEVELOPMENTA6.0ARCHITECTURAL DETAILS
Revisions:
Date:
Sheet:Consulting Structural Engineering Services6311 17th Ave NE, Seattle, WA 98115Phone: 206-527-1288Email: john@cses-engineering.comS-1
6-29-23515 Morris Ave SRenton, WA 98057ECC DevelopmentNOTES:
DS (##')Denotes a horizontal Simpson CMSTC16 drag strut of length (##')
installed per detail DS/S-7 and Note "DS" in the Structural Notes.
Denotes a (2) stud post unless noted otherwise.
Denotes a Simpson HDU hold down. Specific hardware as noted.
Denotes a Simpson strap hold down. Specific hardware as noted.
Denotes a post located above a beam. See plan for post information.
Denotes a Simpson hanger. Specific hardware as noted.
Scale: 1/4" = 1'-0"
Ground Floor Framing and Foundation Plan1
4" Slab
on grade
4" Slab
on grade
24x24x8" footing w/
(3) #4 bars each way8" footing w/ #4 bars
@ 12" o.c. each way
F1
S-4
F1
S-4
F1
S-4
F1
S-4
F2
S-4
F2
S-4
F2
S-4
F3
S-4
4" Slab
on grade
2x10 HF#2 @ 16" o.c.,
typ. all floor joists
4x4 DF#2 post w/
ABU44Z post base w/
24x24x8" footing w/
(3) #4 bars each way
ABU66Z post base w/
30x30x12" footing w/
(3) #4 bars each way
ABU66Z post base w/
30x30x12" footing w/
(3) #4 bars each way
4x4 DF#2 post w/
ABU44Z post base w/
24x24x8" footing w/
(3) #4 bars each way
4x4 DF#2 post w/ ABU44Z post
base w/ 30x30x12" footing w/
(3) #4 bars each way. Align w/
post above.
4x8 DF#2 drop
beam G1, typ. in
crawl space. 6'
max span
UP
UP
N
2'
512"x13.5" GLB
flush beam U13
Revisions:
Date:
Sheet:Consulting Structural Engineering Services6311 17th Ave NE, Seattle, WA 98115Phone: 206-527-1288Email: john@cses-engineering.comS-2
6-29-23515 Morris Ave SRenton, WA 98057ECC Development7"x18"
PSL drop
beam U2
514"x1178" PSL garage
door header U3
2x10 HF#2 @ 16" o.c.
U1, typ. @ ADU
NOTES:
DS (##')Denotes a horizontal Simpson CMSTC16 drag strut of length (##')
installed per detail DS/S-7 and Note "DS" in the Structural Notes.
Denotes a (2) stud post unless noted otherwise.
Denotes a Simpson HDU hold down. Specific hardware as noted.
Denotes a Simpson strap hold down. Specific hardware as noted.
Denotes a post located above a beam. See plan for post information.
Denotes a Simpson hanger. Specific hardware as noted.
Scale: 1/4" = 1'-0"
Upper Floor Framing and Ground Floor Wall Plan1
SW3 (9')4x6 DF post
w/ HDU8
(2) DF studs w/
HDU5
HDU5 HDU5SW2 (17'-6"),
Perforated: Sheath
above and below
window opening
Manufactured roof
trusses @ 24" o.c.T2
S-4
DS (31')
Sheath diaphragm @
hatched area per SW1
SW1 (18')
4x6 DF#2 post w/ HDU11
4x6 DF#2 post
w/ HDU5
HDU2, align
w/ post above
SW1 (15'-6")
HDU8
HDU5
SW3 (3')
4x6 DF#2 post w/ HDU11
SW3 (3')
2x10 HF#2 @ 16" o.c.
U4, typ. all floor joists
HDU8
SW3 (8')
HDU8
HDU2
HDU2
SW1 (12'-6"), Perforated:
Sheath above opening
DS (14')
Provide continuous
top plate from north
diaphragm top plate
above shear wall
HDU8
SW3 (15')
DTT2Z pair from rim to parallel
joist in adjacent diaphragm
P.T. 4x12 DF#2 stringer
(no notching)
6x6 DF#2
post
6x6 DF#2
post
P.T. 4x8 DF#2 drop beam
w/ HUCQ48 to post in wall
P.T. 2x8 HF#2
@ 16" o.c.
P.T. 2x8 DF ledger w/ (2) 14"x312"
SDS screws @ 16" o.c.
P.T. 4x4 DF#2 post
w/ EPC4 post cap
(2) 2x8 HF#2 window header,
typ. unless noted otherwise
(2) 2x10 HF#2
window header U11
(2) 2x8 HF#2 header
w/ HUC28-2 each end
2x6 HF#2 framing @ 24" o.c.
4x6 DF#2 drop beam w/ HUC46
to post in wall each end
P.T. 2x8 DF ledger w/ (2) 14"x312"
SDS screws to blocking in wall
Architectural
beams as
desired
4x4 DF#2
post U14
4x4 DF#2 post w/
CCQ64 post cap
512"x13.5" GLB
flush beam U13
Min. (2) 2x10
HF#2 flush beam
Min. (2) 2x10 HF#2
flush beam
(2) 2x10 HF#2 window
header U15
(2) 2x10 HF#2 window
header U16
312"x914"
PSL flush
beam U17
312"x914" PSL flush
beam U17
HUS410
4x6 DF#2 post w/
ECCLLQ464SDS
post cap
312"x914" PSL flush
beam U18
514"x914" PSL flush
beam U20
6x6 DF#2 post w/
ECCLLQ664SDS
post cap
312"x914" PSL flush beam
(2) 2x10 HF#2
door header U21
DN
N
2'
Revisions:
Date:
Sheet:Consulting Structural Engineering Services6311 17th Ave NE, Seattle, WA 98115Phone: 206-527-1288Email: john@cses-engineering.comS-3
6-29-23515 Morris Ave SRenton, WA 98057ECC Development514"x1178" PSL garage
door header U3
2x10 HF#2 @ 16" o.c.
U1, typ. @ ADU
NOTES:
DS (##')Denotes a horizontal Simpson CMSTC16 drag strut of length (##')
installed per detail DS/S-7 and Note "DS" in the Structural Notes.
Denotes a (2) stud post unless noted otherwise.
Denotes a Simpson HDU hold down. Specific hardware as noted.
Denotes a Simpson strap hold down. Specific hardware as noted.
Denotes a post located above a beam. See plan for post information.
Denotes a Simpson hanger. Specific hardware as noted.
Scale: 1/4" = 1'-0"
Roof Framing and Upper Floor Wall Plan1
Manufactured trusses
@ 24" o.c., typ.
Manufactured trusses
@ 24" o.c., typ.
512"x1012" GLB drop beam R1,
cantilever ~5'-6", backspan ~9'-6"
(2) 2x10 HF#2 header R2, to
bear fully on (2) studs each end
(2) 2x8 HF#2 header R3,
typ. unless noted otherwise
(2) 2x8 HF#2 header w/
HUC28-2 each end
(2) 2x10 HF#2 header R6
(2) 2x10 HF#2 header R6
(2) 2x6 Stud post, typ.
unless noted otherwise
SW2 (5'-6")(2) CS16 (2) CS16
(2) CS16,
align w/
post below
SW2 (9')(2) CS16
DTT2Z pair from
post to post below
SW1 (9'-6")
SW2 (3')
(2) CS16
SW2 (3')
(2) CS16
CS16
CMSTC16
SW1 (15')
CMSTC16
CS16 SW0 (15'-6")
DS (8')
CMSTC16
SW2 (13'-9") Perforated: Sheath
above and below opening
CMSTC16
Sheath truss per note "TSW"
in the Structural Notes and
Detail T1/S-4
2x10 HF#2 @ 24" o.c. R8
Sheath truss per
note "TSW" in the
Structural Notes
Sheath truss per
note "TSW" in the
Structural Notes
and Detail T1/S-4
Revisions:
Date:
Sheet:Consulting Structural Engineering Services6311 17th Ave NE, Seattle, WA 98115Phone: 206-527-1288Email: john@cses-engineering.comS-4
6-29-23515 Morris Ave SRenton, WA 98057ECC DevelopmentScale: 3/4" = 1'-0"
Discontinuous Shear Wall @ Truss DetailT2
Scale: 3/4" = 1'-0"
Parallel Truss Shear Wall DetailT1 Scale: 1/2" = 1'-0"
Exterior Footing with Crawl Space DetailF1
Scale: 1/2" = 1'-0"
Slab on Grade to Crawl Space Footing DetailF3
Scale: 1/2" = 1'-0"
Exterior Footing with Slab on Grade DetailF2
H1
H2
H3
Revisions:
Date:
Sheet:Consulting Structural Engineering Services6311 17th Ave NE, Seattle, WA 98115Phone: 206-527-1288Email: john@cses-engineering.comS-5
6-29-23515 Morris Ave SRenton, WA 98057ECC DevelopmentW1 W3
W2
Revisions:
Date:
Sheet:Consulting Structural Engineering Services6311 17th Ave NE, Seattle, WA 98115Phone: 206-527-1288Email: john@cses-engineering.comS-6
6-29-23515 Morris Ave SRenton, WA 98057ECC Development