HomeMy WebLinkAboutEX01_P_HighbergPermitSet_v1PANTER LAKEADDRESS OF PROPERTY:10642 SE 200TH STREETKENT, WA. 98031ASSESSOR'S PARCEL NO.:0522059158LEGAL DESCRIPTION:SEE 1/A00OWNERS:ERIK HIGHBERG10642 SE 200TH STREETKENT, WA. 98031CELL NUMBER:E-MAIL:MAILING ADDRESS:ERIK HIGHBERG10642 SE 200TH STREETKENT, WA. 98031BUILDING NUMBER:1YEAR BUILT:1957STORIES:1LIVING UNITS:1GRADE:7 AVERAGECONDITION:GOODBASEMENT GRADE:1ST FLOOR:1,4001/2 FLOOR02ND FLOOR0UPPER FLOOR:0FINISHED BASEMENT:0TOTAL FINISHED AREA:1,400TOTAL BASEMENT:0BASEMENT GARAGE:0UNFINISHED 1/20UNFINISHED FULL0AGLA1,400ATTACHED GRAGE:0BEDROOMS:3FULL BATHS:13/4 BATHS:11/2 BATHS0HEAT SOURCE:ELECTRICITYHEAT SYSTEM:FORCED AIRDECK AREA 0OPEN PORCH:0ENCLOSED PORCH 0BRICK/STONE35FIREPLACE SINGLE STORY0FIREPLACE FREE STANDING1FIREPLACE ADDITIONAL0ADDITIONAL COST0OBSOLESCENCE0NET CONDITIONPERCENTAGE COMPLETEDAYLIGHT BASEMENTVIEW UTILIZATIONA.C.ACOUSACOUSTICALADJ.ADJUSTABLE, ADJACENTALUM.ALUMINUMANOD.ANODIZEDAPPROX.APPROXIMATEASR.BD.BOARDBLDG.BUILDINGBLK.BLOCKBLK'G.BLOCKINGBM.BEAMBOT.BOTTOMBTW.BETWEENC.B.CATCH BASINC.I.CAST IRONC.I.P.CAST IN PLACEC.L.CENTER LINECLG.CEILINGC.M.U.CONCRETE MASONRY UNITCOL.COLUMNCONC.CONCRETECONT.CONTINUOUSCONSTR.CONSTRUCTIONCONTR.CONTRACTORC.T.CERAMIC TILEDBL.DOUBLEDTL.DETAILD.F.DRINKING FOUNTAIND.S.DOWNSPOUTDRWG.DRAWINGEA.EACHE.F.S.EXTERIOR FINISH SYSTEME.I.F.S.EXTERIOR INSULATION &FINISH SYSTEMELEV.ELEVATION, ELEVATORELEC.ELECTRICALENCL.ENCLOSUREEXH.EXHAUSTEXIST.EXISTINGEXP.EXPANSIONEXT.EXTERIORF.D.FLOOR DRAINFDN.FOUNDATIONF.F.FACTORY FINISHF.H.S.FLAT HEAD SCREWFL.FLOORF.I.O.FURNISHED & INSTALLEDBY OWNERF.R.P.FIBER REINFORCED PLASTIC PANEL(S)FTG.FOOTINGGA.GAUGEGALV.GALVANIZEDG.I.GALVANIZED IRONG.L.P.GYPSUM LATH & PLASTERG.W.B.GYPSUM WALL BOARDH.B.HOSE BIBH.C.HANDICAPPEDH.M.HOLLOW METALHORIZ.HORIZONTALHT. HEIGHTHTR.HEATERINSUL.INSULATIONJT./JTS.JOINT/JOINTSL.LONG LENGTHLAM.LAMINATE, LAMINATEDL.F.LINER/LINEAL FOOTLIQ.LIQUIDLT. WT.LINE WEIGHTMAS.MASONRYMAX.MAXIMUMM.B.S.METAL BUILDING SUPPLIERMECH.MECHANICALMEZZ.MEZZANINEMTL.METALMFG.MANUFACTURINGM.H.MAN HOLEMIN.MINIMUMMISC.MISCELLANEOUSM.O.MASONRY OPENINGM.R.MOISTURE RESISTANTMULL.MULLIONMTD.MOUNTEDMTG.MOUNTINGN.I.C.NON IN CONTRACTNOM.NOMINALN.T.S.NOT TO SCALEO.A.OVERALLocON CENTERO.H.OVERHEADOPNG.OPENINGOPP.OPPOSITEPTN.PARTITIONPERP.PERPENDICULARP.I.V.PRESSURE INDICATORVALVEP.L.PLATE, PROPERTY LINEPLYWD.PLYWOODPLBG.PLUMBINGPNL.PANEL, PANELINGPR.PAIRPROJ.PROJECTPT.POINTQ.T.QUARRY TILEQTR.QUARTERR.RADIUSR.D.ROOF DRAINR.L.RAIN LEADERREC'D.RECEIVEDREF.REFRIGERATORREINF.REINFORCINGREQ'D.REQUIREDR.O.ROUGH OPENINGSCHED.SCHEDULES.C.SOLID CORESHT.SHEETSIM.SIMILARS.I.O.SUPPLIED & INSTALLEDBY OWNERSPEC'D.SPECIFIEDSQ.SQUARES.S.SERVICE SINK, SANITARY SEWERSST.STAINLESS STEELSTD.STANDARDSTL.STEELSTRUCT.STRUCTURE, STRUCTURALSUSP.SUSPENDEDSYS.SYSTEMT.TREAD, TOPT.&B.TOP & BOTTOMTEL.TELEPHONETEMP.TEMPEREDT.&G.TONGUE & GROVET.G.TEMPERED GLASSTYP.TYPICALUTIL.UTILITYU.B.C.UNIFORM BUILDING CODEU.N.O.UNLESS NOTED OTHERWISEVERT,VERTICALw/WITHw/oWITHOUTWD.WOODWDWWINDOWW.P.WATERPROOFW.R.WATER RESISTANTWT.WEIGHTW.W.M.WELDED WIRE MESHW.W.F.WELDED WIRE FABRICLOT COVERAGE TABLEMAIN HOUSE:A @ MAIN HOME:1,400.00 S.F. (EXISTING)= 1,400.00 S.F.B @ ADDITION TO HOME: 440.00 S.F.(NEW) = 440.00 S.F.----------------------------------------------------------------------------------------------------------TOTAL 1,840.00 S.F.TOTAL LOT COVERAGE(A+B) (1,400.00+440.00) = 1,840 S.F.TOTAL LOT COVERAGE =(1,840.00/6956.00) = 26.45% O.K.TOTAL ALLOWABLE LOT COVERAGE = 35% = 2,434.60 S.F.NEW LOT COVERAGE = 1,840.00 S.F. = 26.45%(REMAINING LOT COVERAGE AVAILABLE 8.55% OR 594.60 S.F.)LEGAL DESCRIPTIONW 74 FT OF E 252 FT OF S 120 FT OF SE QTR OF SE QTR OF NW QTR STR 05-22-05 LESS S 20FT THOF CONV FOR RD PURPOSES UNDER REC NO 1092743 & LESS POR THOF LY SLY OF LNPLL WITH & 26 FT NLY OF SE 200TH ST SURVEY LN OF SR 515 (SE 240TH ST TO SE 196TH ST)BNEWADDITIONAEXISTINGHOMETOTAL LOT SIZE = 6956.00 S.F.47047010642 SOUTHEAST 200TH STREETKENT, WA. 9803147.719183, -122.107986 (E) DRIVEWAYSIDE WALKSE 200TH STREETCENTERLINESE 200TH STREET47.423425-122.19808447.423424-122.19777847.423167-122.19808447.423165-122.19777674'-0"PROPERTY LINE56'-0"EXISTING HOME7'-5"5'-0"SETBACK5'-0"SETBACK10'-7"36'-0"NEW ADDITION20'-0"5'-7"2'-5"94'-0"
20'-0"
PROPERTY LINE
SETBACK
20'-0"
SETBACK
25'-0"5'-0"20'-0"4'-0"
EXISTING HOME NEW HOME
94'-0"
20'-0"
PROPERTY LINE
SETBACK
20'-0"
SETBACK
25'-0"5'-0"20'-0"4'-0"
EXISTING HOME NEW HOME74'-0"PROPERTY LINE56'-0"EXISTING HOME7'-5"5'-0"SETBACK5'-0"SETBACK10'-7"36'-0"NEW ADDITION20'-0"5'-7"2'-5"(E) CHAIN LINK FENCE
(E) WOOD FENCE (E) WOOD FENCE (E) ASPHALT(E) ASPHALT(E) LAWN(E) LAWNCENTERLINESE 200TH STREETSOUTHEAST 200TH STREETSOUTHEAST 199TH STREET108TH AVE SESOUTHEAST 204TH STREET116TH AVE SEPROJECTSITE106TH AVE SE
(E) MAIN ENTRANCE/EXIT(E) REAR ENTRANCE/EXITA100N.T.S.A1002A1005A1004ABBREVIATIONSSITE PLAN &LOT COVERAGE PLAN &PROJECT INFORMATIONC:\Users\Bharat-Local\Dropbox\Dave Thacker\Eric Highberg Residence\[Erik Highberg]-A100-Site Plan-96.dwg, 03-11-23, 4:02am, Bharat-Local, 96
CADD FILE:CHKED BY:DRAWN BY:DATE:REVISIONS:BHARATBHARATKENT, WASHINGTON 98031
10642 SOUTHEAST 200TH STREET04-19-22PARCEL NUMBER: 052205-9158
HIGHBERG RESIDENCEbpdRAFTING
ESIGN
HARAT
ATEL
BHARAT PATEL
14008 38TH AVE NE
SEATTLE, WA. 98125
206-228-0196
patel.bharat@gmail.com
&
established 1995
PRAKASH PATEL
NEDA NADERI
ADDITION PR22000215B2200355507/12/2022 IWALKERRECEIVEDBUILDING DIVISION1/8" = 1'-0"A1006SITE PLANPROJECT INFO.A1003LOT COVERAGE PLANVICINITY MAPA1001LEGAL DESCRIPTIONDocuSign Envelope ID: 94066D90-EEB8-4E1D-9797-355379392A97
56'-0"51(E) 30x68
25'-0"A(E) 30x68
6'-0"13'-0"8'-0"B56'-0"525'-0"AB2'-8"(E) 60x302'-8"4'-2"(E) 80x50(E) 60x306'-0"6'-0"(E) 60x306'-0"6'-0"5'-6"6'-0"5'-6"(E) 40x30 (E) 40x30
4'-0"4'-0"9'-0"4'-0"4'-0"(E) 60x305'-6"(E) 30x16 3'-0"3'-0"6'-6"(E) 16x30(E) 40x304'-0"3'-0"(E) 40x30 (E) 40x30
4'-0"4'-0"9'-0"4'-0"4'-0"6'-0"(E) 60x305'-0"1'-6"5'-0"2'-0"1.)DIMENSIONS FOR NEW WORK ARE GIVEN TO FACE OF WALL FRAMING, CENTERLINE OF FIXTURE, OR ROUGH OPENING OF WINDOWS AND DOORS. EXISTING WALL ARE DRAWN AT THICKNESS OF THE ROUGH FRAMING.2.)ELEMENTS THAT APPEAR TO BE ALIGNED, ARE ALIGNED.3.)WHERE NEW WALL ARE BUILT IN PLANE WITH EXISTING WALLS, ALIGN NEW STUDS WITH EXISTING STUDS. NEW WALLS ARE SHOWN HATCHED. EXISTING WALL ARE UNHATCHED.4.)ROUTE TELEPHONE TO TELEPHONE COMPANY NETWORK BOX. HOME RUN CATV AND CAT6 CABLINGTO A DATA PANEL IN THE STORAGE.5.)HVAC, PLUMBING AND ELECTRICAL ARE TO BE DESIGNED BUILD. CONTRACTOR TO OBTAIN PERMITSAND PROVIDE SUBMITTALS TO THE ARCHITECT OR OWNER AS REQUIRED IN THE SPECIFICATIONS.6.)PRIOR TO INSTALLATION OF SWITCHES, JUNCTION BOXES, AND DEVICES, CONTRACTOR IS TO MARK LOCATIONS ON ROUGH FRAMING AND REVIEW LOCATIONS WITH THE ARCHITECT AND OWNER.7.)TYPICAL EXTERIOR WALL TO BE FRAMED USING 2x6 STUDS @ 16"oc PER STRUCTURAL DRAWINGS.8.)PROVIDE ACOUSTICAL BATT INSULATION IN WALL CAVITIES OF BATHROOMS AND BEDROOM9.)ALL SMOKE DETECTORS TO BE 120V AC POGENERAL NOTES:ALL DRYWALL TO BE SMOOTH FINISH.WALLS: R-15 (2x4 EXIST. FRAMING)SMOKE DETECTORS:PER IRC, SECTION R314.2.2: WHEN ALTERATIONSREQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLINGUNIT SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS; THE SMOKE ALARMSSHALL BE INTERCONNECTIED AND HARD WIRED. THISWILL OCCUR IN ALL AREAS ACCESSIBLE IN PROJECTSCOPE. VERIFY EXISTING SMOKE ALARM SET UP ANDCOORDINATE WITH EXIST. ALARM SYSTEM.PER 2018 IRC, SECTION R314.6: IF WIRING SMOKEALARMS, EACH MUST HAVE A BATTERY BACKUP FORWHEN PRIMARY POWER IS INTERRUPTED.R-21 (2x6 FRAMING)FLOORING: R-30 IS WSEC REQ'T.CARBON MONOXIDE DETECTORS:PER IRC, SECTION R315.2: WHERE WORK REQ.A PERMIT OCCURS IN EXIST. DWELLINGS THAT HAVEATTACHED GARAGES OR IN EXIST. DWELLINGS WITHINWHICH FUEL-FIRED APPLIANCES EXIST, CARBONMONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCEw/ SECTION R315.3.PER IRC, SECTION R315.3: AN APPROVEDCARBON MONOXIDE ALARM SHALL BE INSTALLEDOUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLINGUNITS WITHIN WHICH FUEL-FIRED APPLIANCES AREINSTALLED AND WITHIN DWELLING UNITS WITHATTACHED GARAGES.FRAMING DUE TO REMOVAL OF EXISTING DRYWALL ARE TO SDSD/CMINDICATES WALL TYPES, REFER TO SHEET 1/A112 FORADDITIONAL INFORMATIONINDICATES WINDOW TYPE, REFER TO SHEET 1 & 2/A111 FORWINDOW TYPES AND WINDOW SCHEDULEALL AREAS OF PERIMETER WALLS THAT ARE EXPOSED TOBE INSULATED WITH NO LESS THAN R-15 BATT. INSULATIONHATCH INDICATES NEW STUD WALL: REFER TO WALLTYPES ON SHEET 1/A112 FOR SPECIFICSREQUIRED INSULATION FOR NEW AND EXISTING.(EXPOSED) FRAMING:CEILING: R-49 IS WSEC REQ'T. CONTRACTOR TO MAXIMIZEAMOUNT OF INSUL. IN EXISTING SPACE WITH PROPER VENTINGALL NEW DOWNSPOUTS TO CONNECT TO EXISTINGSTORM DRAIN SYSTEM.XINDICATES DOOR TYPE, REFER TO SHEET 1 & 2/A111 FORDOOR TYPES AND DOOR SCHEDULEXA MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPSIN LIGHTING FIXTURES SHALL BE HIGH-EFFICIENCY LAMPS56'-0"5125'-0"A1B56'-0"525'-0"AB(E) RIDGE1'-6"1'-6"
1'-6"1'-6"GUTTER = 56'-0" LINIER FEETGUTTER = 56'-0" LINIER FEETENERGY CODE CREDITS440 s.f OF NEW CONDITIONED SPACE REQUIRES 1.5 CREDITSE-STAR 80% eff WATER HEATER 0.5 CREDITSSEE REVISED ENERGY CODE COMPLIANCE. ALL PREVIOUSSELECTIONS ARE ABANDONED AND EFFICIENT ENERGY BUILDINGENVELOPE 1.5 IS SELECTED FOR 2 CREDITS. SEE PAGE A113DETAIL 1 FOR SPECIFIC NOTES.EXISTING FLOOR AREA = 1,400.00 SQ./FT.EXISTING FLOOR ANDROOF PLAN AND NOTESA110C:\Users\Bharat-Local\Dropbox\Dave Thacker\Eric Highberg Residence\[Erik Highberg]-Architectural Set-48.dwg, 03-11-23, 4:02am, Bharat-Local, 48
CADD FILE:CHKED BY:DRAWN BY:DATE:REVISIONS:BHARATBHARATKENT, WASHINGTON 98031
10642 SOUTHEAST 200TH STREET04-19-22PARCEL NUMBER: 052205-9158
HIGHBERG RESIDENCEbpdRAFTING
ESIGN
HARAT
ATEL
BHARAT PATEL
14008 38TH AVE NE
SEATTLE, WA. 98125
206-228-0196
patel.bharat@gmail.com
&
established 1995
PRAKASH PATEL
NEDA NADERI
ADDITION PR22000215B2200355507/12/2022 IWALKERRECEIVEDBUILDING DIVISIONENERGY NOTESN.T.S.A11011/4" = 1'-0"A1103EXISTING FLOOR PLANFLOOR NOTESN.T.S.A1102EXISTING ROOF AREA = 1,577.33 SQ./FT.1/4" = 1'-0"5EXISTING ROOF PLANENERGY CODE CREDITSN.T.S.A1104A110DocuSign Envelope ID: 94066D90-EEB8-4E1D-9797-355379392A97
5156'-0"0'-0"EXISTING FOUNDATION TO REMAIN AS IS0'-0"[8'-0"][8'-0"]TOP OFPLATETOP OFPLATEBA25'-0"0'-0"EXISTING FOUNDATION TO REMAIN AS IS0'-0"[8'-0"][15'-6"]RIDGE[15'-6"]RIDGE[8'-0"]1'-6"OVERHANG1'-6"OVERHANGTOP OFPLATETOP OFPLATE1556'-0"0'-0"EXISTING FOUNDATION TO REMAIN AS IS0'-0"[8'-0"][15'-6"]RIDGE[15'-6"]RIDGE[8'-0"]TOP OFPLATETOP OFPLATE[15'-6"]RIDGE[15'-6"]RIDGEAB25'-0"0'-0"EXISTING FOUNDATION TO REMAIN AS IS0'-0"[8'-0"][15'-6"]RIDGE[15'-6"]RIDGE[8'-0"]1'-6"OVERHANG1'-6"OVERHANGTOP OFPLATETOP OFPLATEGRADEGRADEGRADEA1114EXISTING ELEVATIONSA111C:\Users\Bharat-Local\Dropbox\Dave Thacker\Eric Highberg Residence\[Erik Highberg]-Architectural Set-48.dwg, 03-11-23, 4:02am, Bharat-Local, 48
CADD FILE:CHKED BY:DRAWN BY:DATE:REVISIONS:BHARATBHARATKENT, WASHINGTON 98031
10642 SOUTHEAST 200TH STREET04-19-22PARCEL NUMBER: 052205-9158
HIGHBERG RESIDENCEbpdRAFTING
ESIGN
HARAT
ATEL
BHARAT PATEL
14008 38TH AVE NE
SEATTLE, WA. 98125
206-228-0196
patel.bharat@gmail.com
&
established 1995
PRAKASH PATEL
NEDA NADERI
ADDITION PR22000215B2200355507/12/2022 IWALKERRECEIVEDBUILDING DIVISIONEXISTING WEST ELEVATION1/4" = 1'-0"A1111EXISTING NORTH ELEVATION1/4" = 1'-0"A1112EXISTING EAST ELEVATION1/4" = 1'-0"A1113EXISTING SOUTH ELEVATION1/4" = 1'-0"DocuSign Envelope ID: 94066D90-EEB8-4E1D-9797-355379392A97
R303.1.3 FENESTRATION PRODUCT RATING.U-FACTORS OF FENESTRATION PRODUCTS (WINDOWS, DOORS ANDSKYLIGHTS) SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100.EXCEPTION:WHERE REQUIRED, GARAGE DOOR U-FACTORS SHALL BE DETERMINED IN ACCORDANCE WITH EITHER NFRC100 OR ANSI/DASMA 105.U-FACTORS SHALL BE DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, ANDLABELED AND CERTIFIED BY THE MANUFACTURER.PRODUCTS LACKING SUCH A LABELED U-FACTOR SHALL BE ASSIGNED A DEFAULT U-FACTOR FROM TABLE R303.1.3(1),R303.1.3(2) OR R303.1.3(4). THE SOLAR HEAT GAIN COEFFICIENT (SHGC) AND VISIBLE TRANSMITTANCE (VT) OF GLAZEDFENESTRATION PRODUCTS (WINDOWS, GLAZED DOORS AND SKYLIGHTS) SHALL BE DETERMINED IN ACCORDANCE WITHNFRC 200 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER.PRODUCTS LACKING SUCH A LABELED SHGC OR VT SHALL BE ASSIGNED A DEFAULT SHGC OR VT FROM TABLER303.1.3(3).EXCEPTIONS:1. UNITS WITHOUT NFRC RATINGS PRODUCED BY A SMALL BUSINESS MAY BE ASSIGNED DEFAULTU-FACTORS FROM TABLE R303.1.3(5) FOR VERTICAL FENESTRATION.2. OWNER-BUILT, NONOPERABLE WOOD FRAMEWINDOW CONSISTING OF A DOUBLE PANE UNIT WITH LOW-E (E = 0.04 OR LESS), 1/2-INCH AIR SPACE WITH ARGON FILL.1.)ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES.2.)ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF SEATTLE BUILDING CODE, LATEST EDITION.3.)COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALLS, CEILING, AND FLOORS.4.) ALL WOOD COMING IN CONTACT WITH CONCRETE SHALL BE "WOLMANIZED".5.)ALL FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD SHALL BEHOT-DIPPED GALVANIZED OR STAINLESS STEEL, EXCEPT ON-HALF-INCH DIAMETER OR GREATER STEEL BOLTS.6.)CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING, AND REPORT ANY INCONSISTENCIES.7.)DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT/OWNER IF ANY DISCREPANCIES ARE FOUND.8.)DIMENSIONS ARE TO THE:- CENTERLINE OF COLUMNS OR GRID.- FACE OF PARTITIONS.- FACE OF CONCRETE.- FACE OF FINISH AT EXISTING FINISHES.9.)ALL DOORS NOT LOCATED BY DIMENSIONS ON THE PLANS OR DETAILS SHALL BE 4" FROM THE FACE OF INTERSECTION WALL TO EDGE OF DOOR OPENING.10.)ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, TILE , AND TRIM.11.)ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE FRAMING UNLESS NOTED OTHERWISE.12.)PRIOR TO CONSTRUCTION VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT/OWNER IMMEDIATELY OF OBSTRUCTIONS AND DIMENSIONAL DISCREPANCIES WITH EXISTING CONDITIONSINDICATED ON DRAWINGS.13.)EXISTING UTILITY LOCATIONS:THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY ADDITIONAL UTILITIES LOCATIONS NOT SHOWN. CARE SHALL BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UTILITIES.14.)THE CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALL, CEILINGS, AND ROOF DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS.15.)COORDINATION OF THE JOB WITH OWNER:THE CONTRACTOR SHALL KEEP OWNER INFORMED OF HIS JOB SCHEDULES SO THAT TO INCONVENIENCE THE OWNER AS LITTLE AS POSSIBLE, PROTECT EXISTING SHRUBBERY AND PLANTINGS. CONTRACTOR AND HIS/HER EMPLOYEES WILL BE REQUIRED TO PARK THEIR VEHICLES ON-STREET OR IN DRIVEWAY ONLY. DRIVING ELSEWHERE ON SITE IS PERMITTED ONLYFOR CONSTRUCTION PROCEDURE AND PERMISSION MUST BE GIVEN BY THE OWNER.16.)CONSTRUCTION AREA:THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING CONSTRUCTION SITE CLEAN AND WELLORGANIZED. ALL PUBLIC RIGHT OF WAYS SHALL NOT HAVE CONSTRUCTION DEBRIS LEFT TO OBSTRUCT ROADS OR WALKWAYS.1.)ALL INFORMATION REGARDING EXISTING CONDITIONS IS BASED ON OWNER SUPPLIED DOCUMENTSAND AMY NOT REFLECT ACTUAL FIELD CONDITIONS. ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS OR DISCOVERY OF UNKNOWN CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE OWNER AND ARCHITECT BEFORE PROCEEDING WITH WORK IN THAT AREA.2.)DASHED LINE ON THE PLANS REPRESENT WALLS, DOORS, SOFFITS, CASEWORK, EQUIPMENT ETC.TO BE REMOVED. CONTRACTOR SHALL PATCH, REPAIR OR REPLACE ANY AND ALL EXISTING TO REMAIN FINISHES WHICH ARE DAMAGED DURING DEMOLITION. INSTALL PATCHING TO MATCH ADJACENT WORK IN FINISH. STRUCTURAL QUALITIES, COURSING OF MASONRY, AND OTHER CHARACTERISTICS.3.)THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF ALL PORTIONS OF THE EXISTING CONDITIONS NECESSARY TO CONSTRUCT AND COORDINATE WITH NEW WORK SHOWN ON THE DRAWINGS, IF UNCERTAIN WHETHER AN EXISTING ELEMENTS IS TO BE REMOVED,CONTACT ARCHITECT, STRUCTURAL ENGINEER, AND OWNER BEFORE PROCEEDING.4.)CONTRACTOR SHALL REVIEW ALL ITEMS TO BE DEMOLISHED WITH OWNER TO IDENTIFY ANY ITEMSTO BE SALVAGED PRIOR TO START OF DEMOLITION WORK. CAREFULLY REMOVE ANDRETAIN ANYSALVAGED ITEMS PER OWNER.5.)CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR, EQUIPMENT AND SERVICES TOPROPERLY EXECUTE THE DEMOLITION AND REMOVAL OF WORK INDICATED ON THESE DOCUMENTS.ALL DEBRIS AND MATERIALS FROM THE BUILDING SHALL BE DISPOSED OF OFF SITE IN LEGAL MANNER. NO RE-CLAIMED LUMBER OR MATERIAL SHALL BE RE-USED EXCEPT AS SPECIFICALLY APPROVED BY THE OWNER AND ARCHITECT.6.)DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES ASSET FORTH BY ALL GOVERNING AUTHORITIES.7.)PROVISIONS SHALL BE MADE TO ALLEVIATE THE SPREAD OF DEBRIS, DIRT AND DUST TO ADJACENTPROPERTIES. THE PROPERTY SHALL BE KEPT CLEAN AS POSSIBLE AT ALL TIMES. ANY ASBESTOSABATEMENT OR OTHER HAZARDOUS MATERIAL REMOVAL SHALL BE DONE PRIOR TO DEMOLITION BYA LICENSED ABATEMENT COMPANY.8.)CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING NECESSARY TO MAINTAINSTRUCTURAL INTEGRITY. AT NO TIME SHALL EXISTING STRUCTURAL MEMBERS BE SUBJECT TO CUTTING, DRILLING, OR ANY MODIFICATION PROCESS THAT MAY INTERFERE WITH ITS STRUCTURALINTEGRITY.9.)TYPICAL WALL REMOVAL SHALL INCLUDE FINISHES, PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CASEWORK, WINDOWS, FRAMES AND OTHER FIXTURES AS REQUIRED.10.)TYPICAL WALL, FLOOR, AND CEILING DEMOLITION INCLUDES, BUT NOT LIMITED TO ANY AND ALL MASTIC APPLIED FINISH MATERIAL, SHELVING, CABINET WORK, BRACKETS, STANDARDS, ANCHORS,FASTENERS, BASES, CURBS AND FIXTURES. WEATHER OR NOT SPECIFICALLY NOTED IF THEY INTERFERE WITH NEW CONSTRUCTION.11.)REMOVAL OF ANY MAJOR MECHANICAL, PLUMBING AND ELECTRICAL ITEMS SHALL BE COMPLETED BYTHEIR RESPECTIVE, LICENSED TRADES. ALL ITEMS TO BE REMOVED ARE NOT NECESSARILY SHOWNON THESE DOCUMENTS. ONCE REMOVAL OF MAJOR ITEMS IS COMPLETED BY THE RESPECTIVE TRADES, REMAINING ITEMS SHALL BE REMOVED BY THE GENERAL CONTRACTOR.12.)WHERE ELECTRICAL NEED TO BE ABANDONED, REMOVE WIRE ALL THE BACK TO PANEL/SOURCE.13.)REMOVAL OF PLUMBING FIXTURES INCLUDES THE CAPPING OFF OF ALL WATER SUPPLY AND DRAINPIPING AT WALL OR FLOOR.14.)WHERE GAS LINES OR SERVICE NEEDS TO BE ABANDONED, CAREFULLY REMOVE ALL PIPING, SHUTOFF VALVES, AND FITTINGS AS REQUIRED.15.)WHERE LOW VOLTAGE SYSTEMS NEED TO BE ABANDONED, REMOVE WIRE ALL THE BACK TO THE SOURCE.56'-0"51(E) 30x68
25'-0"C(E) 30x681D56'-0"225'-0"CD(E) 60x30(E) 80x50(E) 60x30(E) 60x30(E) 40x30 (E) 40x30
(E) 60x30(E) 30x16 (E) 16x30(E) 40x30(E) 40x30 (E) 40x30 (E) 60x30AB43EXISTING HOME TO REMAIN AS IS
EXISTING HOME TO REMAIN AS IS
EXISTING HOME TO REMAIN AS ISDOOR SCHEDULEMARKDOOR LOCATIONWIDTHHEIGHTAREADOOR TYPE1PANTRY AND STORAGE2'-6"6'-8"16.67 S.F.INTERIOR DOOR2OFFICE2'-6"6'-8"16.67 S.F.INTERIOR DOORWINDOW SCHEDULEMARKWINDOW LOCATIONWIDTHHEIGHTAREAU- VALUEWINDOW TYPESCREENADINING6'-0"4'-0"24 S.F.0.28EGRESSYESBDINING6'-0"4'-0"24 S.F.0.28EGRESSYESCOFFICE6'-0"4'-0"24 S.F.0.28EGRESSYESEXISTING CONCRTE PATIOCONCRETE140x200280.00 S.F.2AB20'-0"
NEW ADDITION
12'-0"8'-0"HARDWOOD110x8088.00 S.F.26x681 22'-0"34'-0"NEW ADDITIONOFFICEHARDWOOD110x120132.00 S.F.DININGHARDWOOD110x200210.00 S.F.26x682
11'-0"45'-0"
20'-0"
8'-0"12'-0"
NEW ADDITION
45'-0"11'-0"14'-0"20'-0"PANTRY ANDSTORAGE60x40 EGRESSC60x40 EGRESSB60x40 EGRESSA
SD/CMSD/CM2/A114NOTE:A MINIMUM OF 75PERCENT OFPERMANENTLY INSTALLEDLAMPS IN LIGHTINGFIXTURES SHALL BEHIGH-EFFICANCY LAMPSNOTE:VERIFY ALL DIMENSIONSPER FIELD CONDITIONS4/A1141/A114
NOTE:EXISTING HOME TO REMAIN AS IS3/A114WINDOW AND DOOR SCHEDULEN.T.S.A1124PROPOSED FLOOR PLAN,WINDOW AND DOORSCHEDULEA112C:\Users\Bharat-Local\Dropbox\Dave Thacker\Eric Highberg Residence\[Erik Highberg]-Architectural Set-48.dwg, 03-11-23, 4:02am, Bharat-Local, 48
CADD FILE:CHKED BY:DRAWN BY:DATE:REVISIONS:BHARATBHARATKENT, WASHINGTON 98031
10642 SOUTHEAST 200TH STREET04-19-22PARCEL NUMBER: 052205-9158
HIGHBERG RESIDENCEbpdRAFTING
ESIGN
HARAT
ATEL
BHARAT PATEL
14008 38TH AVE NE
SEATTLE, WA. 98125
206-228-0196
patel.bharat@gmail.com
&
established 1995
PRAKASH PATEL
NEDA NADERI
ADDITION PR22000215B2200355507/12/2022 IWALKERRECEIVEDBUILDING DIVISIONPROPOSED FLOOR PLAN1/4" = 1'-0"A1123DEMOLITION NOTESN.T.S.A1121DEMOLITION NOTESN.T.S.A1122DocuSign Envelope ID: 94066D90-EEB8-4E1D-9797-355379392A97
56'-0"5125'-0"C1D56'-0"225'-0"CDAB43EXISTING HOME TO REMAIN AS IS
EXISTING HOME TO REMAIN AS IS
EXISTING HOME TO REMAIN AS IS2AB20'-0"
NEW ADDITION
12'-0"8'-0"22'-0"34'-0"NEW ADDITION11'-0"45'-0"
20'-0"
8'-0"12'-0"
NEW ADDITION
45'-0"11'-0"14'-0"20'-0"(E) RIDGEROOF SUMMARYTOTAL = 541.76 S.F.ROOF AT ADDITION = 541.76 S.FROOF VENT SUMMERY541.76/150 = 3.61 S.F.TOTAL VENTING NEEDED = 3.61 S.F.GABLE VENT (NORTH SIDE) = 1.42 S.F.AT RIDGE: 6"x28'-6" = 14.21 S.F.TOTAL VENTING PROVIDED FOR THIS PROJECT = 15.63 S.F.1'-6"
1'-6"
1'-6"
1'-6"GUTTER = 56'-0" LINEAR FEET(E0 GUTTER = 19'-6" LINEAR FEETATTICACCESSENCLOSED ATTICS AND ENCLOSED RAFTER SPACESPROVIDED WITH CORROSION-RESISTANT WIRE CLOTHR806.1 VENTILATION REQUIREDSCREENING, HARDWARE CLOTH, OR SIMILAR MATERIALWITH OPENINGS HAVING A LEAST DIMENSION OF1/16" MINIMUM AND 1/4" MAXIMUM.FORMED WHERE CEILING ARE APPLIED DIRECTLY TOTHE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVECROSS VENTILATION FOR EACH SEPARATE SPACE BYVENTILATING OPENING PROTECTED AGAINST THEENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGSSHALL HAVE A LEAST DIMENSION OF 1/16" MINIMUMAND 1/4" MAXIMUM. VENTILATION OPENINGS HAVINGA LEAST DIMENSION LARGER THAN 1/4" SHALL BE(N) RIDGE
1'-6"1/2" G.W.B.AND PAINT2x6 STUDS @ 16"ocSHEATHING PEREXTERIORSTRUCTURALBUILDING30 LB.PAPER1/2" G.W.B.AND PAINT1/2" G.W.B.AND PAINTVERIFY w/HOMEOWNER IFSOUND INSULATIONIN THIS WALLNOTE:ABSIDING PERELEVATION2x4 OR 2x6STUDS @ 16"oc2x4 OR 2x6 INERIOR WALLCONSTRUCTION (PLAN VIEW)2x6 EXTERIOR WALLCONSTRUCTION (PLAN VIEW)CFURRING WALL1/2" G.W.B.AND PAINTVERIFY w/HOMEOWNER IFSOUND INSULATIONIN THIS WALL2x4 OR 2x6STUDS @ 16"ocFOUNDATIONCONCRETEWALL1" GAP w/OPTIONAL UNFACEDBATT. INSULATION1" THICK RIGID INSULATIONR21 BATT.INSULATION, MIN.EXTERIOR CONCRETE WALL w/CONSTRUCTION (PLAN VIEW)USE 1/2" WATER RESISTANTG.W.B. ON BATHROOM SIDE. IFTILE FINISH, USE 1/2" CEMENTBOARD WHERE TILING. VERIFYLOCATIONS TILE TO BEDETERMINED. USE MONOLITHICWATERPROOFING SYSTEM AT ALLWET AREAS VERIFY WITHHOMEOWNER2/A1144/A1141/A114
3/A114
(N
)
VA
L
LEY(N) VALLEY1'-6"WALL TYPES1 1/2" = 1'-0"A1132PROPOSED ROOF PLANAND DETAILSA113C:\Users\Bharat-Local\Dropbox\Dave Thacker\Eric Highberg Residence\[Erik Highberg]-Architectural Set-48.dwg, 03-11-23, 4:02am, Bharat-Local, 48
CADD FILE:CHKED BY:DRAWN BY:DATE:REVISIONS:BHARATBHARATKENT, WASHINGTON 98031
10642 SOUTHEAST 200TH STREET04-19-22PARCEL NUMBER: 052205-9158
HIGHBERG RESIDENCEbpdRAFTING
ESIGN
HARAT
ATEL
BHARAT PATEL
14008 38TH AVE NE
SEATTLE, WA. 98125
206-228-0196
patel.bharat@gmail.com
&
established 1995
PRAKASH PATEL
NEDA NADERI
ADDITION PR22000215B2200355507/12/2022 IWALKERRECEIVEDBUILDING DIVISIONPROPOSED ROOF PLAN1/4" = 1'-0"A1131DETAIL3/4" = 1'-0"A1131DocuSign Envelope ID: 94066D90-EEB8-4E1D-9797-355379392A97
5156'-0"0'-0"EXISTING FOUNDATION TO REMAIN AS IS0'-0"[8'-0"][8'-0"]TOP OFPLATETOP OFPLATEDC25'-0"0'-0"EXISTING FOUNDATION TO REMAIN AS IS0'-0"[8'-0"][15'-6"]RIDGE[15'-6"]RIDGE[8'-0"]1'-6"OVERHANG1'-6"OVERHANGTOP OFPLATETOP OFPLATE150'-0"EXISTING FOUNDATION TO REMAIN AS IS0'-0"[8'-0"][15'-6"]RIDGE[15'-6"]RIDGE[8'-0"]TOP OFPLATETOP OFPLATE[15'-6"]RIDGE[15'-6"]RIDGECD25'-0"0'-0"EXISTING FOUNDATION TO REMAIN AS IS0'-0"[8'-0"][15'-6"]RIDGE[15'-6"]RIDGE[8'-0"]1'-6"OVERHANG1'-6"OVERHANGTOP OFPLATETOP OFPLATEGRADEGRADEGRADEBA25'-0"8'-0"12'-0"NEW FOUNDATIONGRADEAB1'-6"OVERHANG25'-0"8'-0"12'-0"41243211'-0"11'-0"14'-0"20'-0"56'-0"43211'-0"11'-0"14'-0"20'-0"NOTE:(E) WALL AREA = 318.17 S.F.(E) GLAZING AREA = 40.00 S.F.NOTE:EXISTING ROOF TOREMAIN AS ISNOTE:ALL NEW DOWNSPOUTS TIE TOEXISTINGTIGHTLINE, TYP.NOTE:NEW ROOF TO MATCH EXISTING(N) WALL AREA = 175.19 S.F.(N) GLAZING AREA = 30.00 S.F.NOTE:ALL NEW DOWNSPOUTS TIE TOEXISTINGTIGHTLINE, TYP.NOTE:EXISTING SIDINGTO REMAIN AS ISNOTE:NEW SIDING TOMATCH EXISTINGNOTE:EXISTING ROOF TOREMAIN AS ISNOTE:NEW ROOF TO MATCH EXISTINGNOTE:(E) WALL AREA = 297.50 S.F.(E) GLAZING AREA = 35.00 S.F.(N) WALL AREA = 275.79 S.F.(N) GLAZING AREA = 60.00 S.F.NOTE:NEW SIDING TOMATCH EXISTINGNOTE:EXISTING SIDINGTO REMAIN AS ISNOTE:EXISTING SIDINGTO REMAIN AS ISNOTE:NEW SIDING TOMATCH EXISTINGNOTE:ALL NEW DOWNSPOUTS TIE TOEXISTINGTIGHTLINE, TYP.NOTE:(E) WALL AREA = 318.17 S.F.(E) GLAZING AREA = 40.00 S.F.(N) WALL AREA = 175.19 S.F.NOTE:EXISTING ROOF TOREMAIN AS ISNOTE:NEW ROOF TO MATCH EXISTINGNEW FOUNDATIONEXISTING FOUNDATION BEYONDNEW FOUNDATIONNOTE:EXISTING ROOF TOREMAIN AS ISNOTE:EXISTING SIDING AND BRICKVENEER TO REMAIN AS ISNOTE:(E) WALL AREA = 493.56 S.F.(E) GLAZING AREA = 112.00 S.F.ADDITIONS OR EXPANSIONS TO DETACHED DWELLINGS THAT ARE VALUED AT $50.000 OR MORE ARE EWQUIRED TO MEET APPLICABLE STANDARDS IN RMC 4-2-1 15. "RESIDENTIAL DESIGN AND OPEN SPACE". STANDARDS APPLY TO THEENTIREY OF THE DWELLING. THE FOLLOWING ARE APPLICABLE REQUIREMENTS THAT ARE NOT BEING MET.-RMC 4.--2-1 115E.3. "PRIMARY ENTRY"-RMC 4.--2-1 115E.3. "FACADE MODULATION"-RMC 4.--2-1 115E.3. "EAVES"-RMC 4.--2-1 115E.3. "ARCHITECTURAL DETAILING"THE FOLLOWING ARE APPLICABLE REQUIREMENTS THAT CANNOT BE DETERMINED IF THEY ARE BEING MET AT THIS TIME;-RMC 4.--2-1 115E.3. "MATERIALS AND COLORS"IF YOU WISH TO REQUEST A MODIFICATION TO THE ABOVE STANDARDS PLEASE CONTACT ME AT AVANGORDON@RENTONWA.COV FOR MODIFICATION SUBMITTAL REQUIREMENTS.A1144PROPOSED ELEVATIONSA114C:\Users\Bharat-Local\Dropbox\Dave Thacker\Eric Highberg Residence\[Erik Highberg]-Architectural Set-48.dwg, 03-11-23, 4:02am, Bharat-Local, 48
CADD FILE:CHKED BY:DRAWN BY:DATE:REVISIONS:BHARATBHARATKENT, WASHINGTON 98031
10642 SOUTHEAST 200TH STREET04-19-22PARCEL NUMBER: 052205-9158
HIGHBERG RESIDENCEbpdRAFTING
ESIGN
HARAT
ATEL
BHARAT PATEL
14008 38TH AVE NE
SEATTLE, WA. 98125
206-228-0196
patel.bharat@gmail.com
&
established 1995
PRAKASH PATEL
NEDA NADERI
ADDITION PR22000215B2200355507/12/2022 IWALKERRECEIVEDBUILDING DIVISIONPROPOSED WEST ELEVATION1/4" = 1'-0"A1141PROPOSED NORTH ELEVATION1/4" = 1'-0"A1142PROPOSED EAST ELEVATION1/4" = 1'-0"A1143PROPOSED SOUTH ELEVATION1/4" = 1'-0"DocuSign Envelope ID: 94066D90-EEB8-4E1D-9797-355379392A97
ALLOWABLE HOLES THROUGH STUDS2x4 STUDS (3x4 SIM.)2x6 STUDS (3x6 SIM.)DOUBLE STUDS(NO MORE THAN (2)SUCCESSIVE STUDSMAY BE BORED)SINGLE STUDS(NO REINFORCINGREQUIRED)1" MIN.EACH SIDE3 1/4"ØMAX. HOLE5/8" MIN.EACH SIDE2 1/8"ØMAX. HOLE1 1/2" MIN.EACH SIDE3 1/4"ØMAX. HOLE3/4" MIN.EACH SIDE1 1/2"ØMAX. HOLEdn - DEPTH OF NOTCHdh - DIAMETER OF HOLESEE NOTE 5AT:EXTERIOR WALLS, PARTYWALLS BEARING WALLSPROVIDE SIMPSON H.S.S.STUD SHOESTYPICAL STUD AND PLATE PENETRATION DETAILSNOTCHES OR HOLE SPACINGSCUTS AND NOTCHESBORED HOLES5/8" MIN.EACH SIDEWSEE NOTE 5dh MAX.W-dn MAX.dn MAX.3" MAX.
L
NO NOTCHES
OR HOLES
L/3 MAX.L/3 MAX.HOLE ORNOTCH TYPEPENENTRATION4dn MAX.4dn MAX.HOLE PERMITTEDD LALLOWABLE CUTTING IN LSL,LVL, OR PSL MEMBERSTYPICAL HOLE SIZE SHALLNOT EXCEED 6". NO MORETHAN 1- 6"Ø HOLE ISALLOWED IN EACH SPANWALL OR SUPPORT
D/4 OVER
SUPPORT
2x Ø OFLARGERHOLED/3D/4
D/4 2"MA
X
.L/3 NOTCHESPERMITTEDD/3D/6
TYP. HOLES
HOLE SIZE2"3"4"6"MIN. DISTANCE1'-0"**2'-0"(MIN. DISTANCE FROM EDGE OFHOLE TO INSIDE FACE OF SUPPORT)* 4"Ø & 6"Ø HOLES FOR VENTING DUCTS(LARGE SIZE HOLES). REFER TO ARCH.FOR VENTING PLANWALL OR SUPPORT L/3 NOTCHESPERMITTEDTYP. HOLES
ALLOWABLE HOLES THROUGH TOP PLATES2x6 PLATES2x4 PLATES1" MIN.EACH SIDE3 1/4"ØMAX. HOLE5/8" MIN.EACH SIDE2 1/8"ØMAX. HOLESTRAPREINFORCINGPSPN516ZSTRAPNO REINFORCINGREQUIRED1 1/2" MIN.EACH SIDE2 1/4"ØMAX. HOLE3/4" MIN.EACH SIDE1 1/2"ØMAX. HOLEWNOTES:1.) MAXIMUM OF 2- PENETRATIONS PER STUD. NO MORE THAN 5 CONSECUTIVE STUDS WITH PENETRATIONS.2.) SEE ALLOWABLE HOLES THROUGH STUD DETAILS FOR PENETRATION SIZES.3.) STUD PACKS OR POSTS SHALL NOT BE PENETRATED BY A CUT, NOTCH OR HOLD WITHOUT VERIFYING WITH ENGINEER.4.) BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF A STUD AS CUT OR NOTCH.5.) WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PARTLY IN A PARTITION, NECESSITATING THE CUTTING OF HOLES OR PLATES, METAL TIE NOT LESS THAN 16GA GALVANIZED AND 1 1/2" WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OT THE OPENING WITH NOT LESS THAN 6- 16d NAILS.5156'-0"0'-0"EXISTING FOUNDATION TO REMAIN AS IS0'-0"[8'-0"][8'-0"]TOP OFPLATETOP OFPLATE[15'-6"]RIDGE[15'-6"]RIDGECD0'-0"EXISTING FOUNDATION TO REMAIN AS IS0'-0"[8'-0"][15'-6"]RIDGE[15'-6"]RIDGE[8'-0"]TOP OFPLATETOP OFPLATEGRADEGRADEGRADEBA25'-0"8'-0"12'-0"NEW FOUNDATION43211'-0"11'-0"14'-0"20'-0"NEW FOUNDATIONEXISTING FOUNDATION BEYONDEXISTING HOMENEW ADDITIONNEW 2x6 @ 16"oc(E) 2x6 @ 16"oc
(E) 2x6 @ 16"oc1/A1131 SIM./A113NEW PRE-FABRICATED TRUSSES PER PLANNEW 2x6 @ 16"oc
NEW 2x6 @ 16"oc (E) TRUSSES TO REMAIN AS IS(E) 2x6 @ 16"ocNEW ADDITIONEXISTING HOME(N) TRUSSES PER PLANGRADE(E) TRUSSES BEYONDSQUARE FOOTAGE (F.A.R.) - (MAIN FLOOR)
MARK AREA SQUARE FOOTAGE
A MAIN HOME AREA (EXISTING)1320.00 S.F.
B MAIN HOME AREA (ADDITION)408.63 S.F.
TOTAL -1728.63 S.F.56'-0"5125'-0"C1D2CD(E) 40x30
AB43EXISTING HOME TO REMAIN AS IS 2AB20'-0"NEW ADDITION 22'-0"34'-0"NEW ADDITION45'-0"AB25'-0"EXISTING HOME TO REMAIN AS IS 20'-0"NEW ADDITION45'-0"56'-0"A1154BUILDING SECTIONSA115C:\Users\Bharat-Local\Dropbox\Dave Thacker\Eric Highberg Residence\[Erik Highberg]-Architectural Set-48.dwg, 03-11-23, 4:02am, Bharat-Local, 48
CADD FILE:CHKED BY:DRAWN BY:DATE:REVISIONS:BHARATBHARATKENT, WASHINGTON 98031
10642 SOUTHEAST 200TH STREET04-19-22PARCEL NUMBER: 052205-9158
HIGHBERG RESIDENCEbpdRAFTING
ESIGN
HARAT
ATEL
BHARAT PATEL
14008 38TH AVE NE
SEATTLE, WA. 98125
206-228-0196
patel.bharat@gmail.com
&
established 1995
PRAKASH PATEL
NEDA NADERI
ADDITION PR22000215B2200355507/12/2022 IWALKERRECEIVEDBUILDING DIVISIONBUILDING SECTION1/4" = 1'-0"A1151BUILDING SECTION1/4" = 1'-0"A1152DETAIL1/4" = 1'-0"A1153DETAIL1/4" = 1'-0"DocuSign Envelope ID: 94066D90-EEB8-4E1D-9797-355379392A97
V.E.F. VERTICAL EACH FACE@ AT CENTER LINE PLATEARCH. ARCHITECTBAL. BALANCEB. OR BOT. BOTTOMC.J. CONSTRUCTION JOINTCOL. COLUMNE.J. EXPANSION JOINTFTG. FOOTINGH.S.S. HOLLOW STRUCTURAL SECTIONI.B.C. INTERNATIONAL BUILDING CODEI.C.C. INT'L. CODE COUNCILI.F. INSIDE FACEL.L.H. LONG LEG HORIZONTALL.L.V. LONG LEG VERTICALN.F. NEAR FACEN.T.S. NOT TO SCALEoc ON CENTERO.F. OUTSIDE FACEO.S. OUTSIDEO.T.O. OUT TO OUTP.P.T. PRESERVATIVE PRESSURE TREATEDR.O. ROUGH OPENINGT. TOPT.O.S. TOP OF STEELT.O.W. TOP OF WALLTYP. TYP. TYPICAL AT ALLU.N.O. UNLESS NOTED OTHERWISE VFY VERIFYV.F.F. VERTICAL FAR FACEV.I.F. VERTICAL INSIDE FACEV.N.F. VERTICAL NEAR FACEV.N.F. VERTICAL OUTSIDE FACEW.H.S. WELD HEAD STUDw/ WITH SIMILAR PLACESABBREVIATIONSGENERAL NOTESTHE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATESTEDITION.1.DESCRIPTIONBuilding Name & Site Location 10642 SOUTHEAST 200TH STREET, Kent, WA 981031DESIGN CODE AND STANDARDS2018 IBCOther documents referenced by these notes shall be the specific edition referenced by the buildingcodespecified above, or if not specified, shall be the latest edition.Code supplement & Date - ASCE 7-162.DESIGN LOADSa.Floor Live Load40psfb.Deck 60psfc.Snow LoadBasic ground snow load - Pg = 25 psfBasic roof snow load - Pf = 25 psfThermal factor - Ct = 1.0Importance factor - Is = 1.0,Snow exposure factor - Ce = 1.0d. SeismicSs = 1.55, S1 = 0.51, Ie = 1.0, Site Class “D” andSDS = 1.00, SD1 = 0.61Seismic Design Category = “D”Risk Category IIBasic Seismic Force Resisting System = Light framed wood panelsDesign Base Shear V = 0.154Cs = 0.154, R = 6.5Equivalent Lateral Force Procedure used.Mech. & Refrigeration unit loads will be picked up at the point of the units andtransferred into the lateral system.Sprinkler lines will be braced to top of girders or top chord of steel truss, by thesprinkler contractor.e. Wind LoadBasic wind speed (3 sec. gust) VULT=110 mph ,Risk Category IIExposure BKzt=1.0Kd=0.85 (IBC load cases per section 1605.2 & 1605.3.1 only)Internal pressure coefficient GCpi - + 0.18Components & cladding = 25 psf (15psf ASD)f. Dead loadsWeight of structure.g. Load CombinationsAll Code required load combinations are to be used in the building design.OSHA STANDARDSTHE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENTOSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURALDRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THEGENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORMENGINEER OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCEPRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANSAND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT.FOUNDATIONFOUNDATION WAS DESIGNED WITH ASSUMED SOIL BEARING = 1500psf. ACTIVE EARTHPRESSURE 35pcf. PASSIVE 250pcf. FOOTING LOCATIONS SHOWN ON PLANS ARE APPROXIMATE.CONTRACTOR TO VERIFY AND COORDINATE FOOTING.CONCRETEPROVIDE 28-DAY STRENGTH F'c=3000PSI FOR ALL CONCRETE. SEE ACI 318 TABLE 4.3.1 FORMINIMUM REQUIREMENTS. FOR SPECIAL CONDITIONS ANOTHER CEMENT TYPE MAY BEREQUIRED. SUBMIT MIXES FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED.MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE INACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BESUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESSSUPERPLASTICIZERS AND/OR WATER REDUCING AGENTS ARE USED) WHICH CAN BE PLACEDWITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEESPECIFICATIONS. PROVIDE 3/4" CHAMFER AT ALL EXPOSED EDGES, UNLESS INDICATEDOTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAINALL FLAT CONCRETE EXPOSED TO WEATHER. LIMIT WATER TO CEMENT RATIO PER SCHEDULE.ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED. ACI 306R ISTO BE FOLLOWED FOR COLD WEATHER CONCRETING. ACI 305R IS TO BE FOLLOWED FOR HOTWEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OFCOMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEYCAST. TESTING LAB TO NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANYNONCOMPLIANCE.REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60(fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS PER SCHEDULE, 2'-0" MIN. UNLESS NOTEDOTHERWISE. PROVIDE CORNER BARS (2'-0” MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT.DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILINGREINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITHASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPSAND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS.COVER TO REINFORCEMENT:NONPRESTRESSED CAST-IN-PLACE CONCRETE(INCHES)CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH……………………………………..3FORMED SURFACESEXPOSED TO EARTH OR WEATHER…….........……...#6 AND LARGER……………………......2 #5 AND SMALLER……………….....1-1/2NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUNDSLABS, WALLS, JOISTS..............................................14 AND LARGER.............................1-1/2 #11 AND SMALLER............................3/4BEAMS, COLUMNSPRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALS...............................................1-1/2CONCRETE AND MASONRY ANCHORS(BOLTS, THREADED RODS AND REBAR DOWELS)EPOXY ANCHORS:CONCRETE SIMPSON SET XP ADHESIVECAST IN PLACE ANCHORS:CONCRETEEMBED PER IBC TABLE 1901.3ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYSAT TIME OF INSTALLATION PER PLAN. SECTION D.2.2. INSTALLATION OF ADHESIVE ANCHORSHORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT TENSION LOADS SHALL BE PERFORMEDBY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318 - 14 SECTION D.9.2.2.FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS.PROVIDE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONSARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENGINEER IS RECEIVED. SUBSTITUTIONSMUST BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDESTAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED.ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIORAPPLICATIONS PER ESR REPORT.FRAMING LUMBERGRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF “WESTERN LUMBER GRADINGRULES”, WWPA OR “STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER”, WCLIB. ALLLUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE.UNLESS NOTED OTHERWISE, USE THE FOLLOWING:SPECIESGRADEBASE VALUE FbVISUALLY GRADED DIMENSION LUMBER(2” TO 4” THICK BY 2” & WIDER)STUDS - TYPICALDOUG FIR #2900 PSISTUDS - WHERE NOTEDDOUG FIR #2900 PSIJOISTS & RAFTERS - TYPICALDOUG FIR #2900 PSIJOISTS & RAFTERS - WHERE NOTED DOUG FIR #11000 PSIPLATES & LEDGERSDOUG FIR #2900 PSIBEAMS & HEADERS - TYPICALDOUG FIR #2 900 PSIVISUALLY GRADED TIMBERS(5”X5” & LARGER)BEAMS & STRINGERS (WIDTH MORE THAN 2” OF THICKNESS DOUG FIR #11350 PSIPOSTS & TIMBERS (WIDTH 2” OR LESS OF THICKNESS)DOUG FIR #11200 PSIEACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADSAND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALLBASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD INCONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARDLENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF-N-105B FOR ALLNAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION INDIAPHRAGMS.TIMBERGRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF “WESTERN LUMBER GRADINGRULES”, WWPA OR “STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER”, WCLIB. ALLLUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE.UNLESS NOTED OTHERWISE, USE THE FOLLOWING:4XPLATES, BLOCKING & LEDGERSD.F. #2LUMBER NOT NOTED TO BE D.F. #2EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADSAND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALLWOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED PER AWPAU1 AND M4 STANDARDS. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NOSUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED.ALL FASTENERS, CONNECTORS, AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOODSHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT-DIP GALVANIZEDPER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLYGALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER.PROVIDE MIN. NAILING PER IBC TABLE 2304.10.1 UNLESS NOTED OTHERWISE. ALL HANGERS,TIES AND CONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH ICC-ES APPROVEDLOAD CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALLHOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURALFRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1-INCH DIAMETER HOLES MAY BEDRILLED IN 2X STUDS AND PLATES --NO MORE THAN ONE HOLE EVERY 6-INCHES.ALL FASTENERS, CONNECTORS AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOODSHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT-DIP GALVANIZED (HDG)PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLYGALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER.GLU-LAMINATED WOOD MEMBERSGLU-LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI/AITCA190.1-07 AND AITC 117-10 OF APA-EWS Y117. USE COMBINATION EWS 24F-V4 (DF/DF) Fb=2400,Fvx = 190 PSI FOR SIMPLE SPAN BEAMS AND COMBINATION EWS 24F-V8 (DF/DF) Fb=2400, Fvx =190 PSI FOR CANTILEVERED BEAMS. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGERTHAN 1/2" DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALLGLU-LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULLBEARING AS INDICATED. PROVIDE AITC OR APA-EWS STAMP ON EACH MEMBER AND SUBMITAITC OR APA-EWS CERTIFICATE. ADHESIVE TO BE "WET USE". INDUSTRIAL APPEARANCEGRADE.MANUFACTURED WOOD MEMBERSMANUFACTURED BY WEYERHAUSER IN ACCORDANCE WITH VAR-1008 & ESR 1387. MATERIALSTO COMPLY WITH ICC ES REPORT NO. ESR-1387. MICROLAM LVL 2.0E Fb=2750 ANDTIMBERSTRAND LSL1.3E Fb=1700. PARALLAM PSL 2.0E Fb=2900 AND TO BE MANUFACTUREDFREE OF FINGER JOINTS, SCARFS, OR MECHANICAL CONNECTIONS. ADHESIVES TO BEWATERPROOF TYPE CONFORMING TO ASTM D-2559. MANUFACTURED IN AN APPROVED PLANT.EACH MEMBER TO BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE & GRADE, NERREPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER, AND INDEPENDENT INSPECTIONAGENCY'S LOGO. ALL MEMBERS TO FIT SNUG AND TIGHT IN THEIR CONNECTIONS ANDDEVELOP FULL BEARING AS INDICATED. INDUSTRIAL APPEARANCE GRADE.WOOD TRUSSESTRUSS LOADS TOP CHORD DL = 10 SL = 25 WL = -20 BOTTOM CHORD DL = 5 LL = 10. ACCOUNTFOR HORIZONTAL WIND OR SEISMIC REACTIONS FROM WALLS TO TRUSS CHORDS INDICATEDON DRAWINGS. VERIFY SIZE AND LOCATION OF ALL LOADS DUE TO MECHANICAL, ELECTRICAL,PLUMBING AND SPRINKLERS. SEE PLANS FOR SPECIAL ADDED LOADS SUCH AS PLANTERS, ETC.SECTIONS AND DETAILS ON PLANS INDICATED ONLY THE OUTLINE OF THE TRUSSES.MANUFACTURER SHALL SELECT THE OF WEB AND CHORD MEMBERS TO PROPERLY CARRY THEREQUIRED LOADS.DESIGN & FABRICATION:1) ALL DESIGN IRC 502.11.1 & 802.10.2 FABRICATION IN ACCORDANCE WITH ANSI / TPI 1, THENATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION (NDS-2018)2) HAVE AT LEAST FIVE YEARS EXPERIENCE IN COMMERCIAL TRUSS FABRICATION.3) PROVIDE, UPON REQUEST, INDEPENDENTLY CERTIFIED, FULL SCALE LOAD TEST RESULTSRUN BY AN INDEPENDENT TEST LAB ON SIMILAR TRUSSES.PLATE MANUFACTURER SHALL:1)BE A MEMBER OF THE TRUSS PLATE INSTITUTE (TPI).SHOP DRAWINGS:2) ALL PLANS AND CALCULATIONS MUST BE STAMPED BY ONE QUALIFIED ENGINEER, LICENSEDIN THE STATE IN WHICH THE PROJECT IS TO BE BUILT.3) THE SHOP DRAWINGS SHALL INCLUDE TRUSS CALCULATIONS, LAYOUT AND PLACEMENTPLANS, ALL REQUIRED BRIDGING, BLOCKING AND BRACING PER IRC 502.11.1 AND 802.10.2AND TPI4) SHOP DRAWINGS ARE TO BE PREPARED UNDER THE DIRECT SUPERVISION OF THE TRUSSENGINEER.INSPECTIONS:1)PER SECTION 2303.4 OF CODE.2)THE TRUSS ENGINEER OR HIS AGENT IS TO VISIT THE SITE TO VERIFY THAT TRUSSES HAVEBEEN FABRICATED AND INSTALLED IN ACCORDANCE WITH THE TRUSS ENGINEER'S DESIGN.THE TRUSS ENGINEER OR HIS AGENT SHALL ALSO VERIFY THAT MECHANICAL, ELECTRICAL,PLUMBING & SPRINKLERS HAVE BEEN PLACED IN ACCORDANCE WITH HIS DESIGNPARAMETERS. THE TRUSS ENGINEER SHALL THEN SUBMIT A LETTER TO THE ARCHITECTAND ENGINEER CERTIFYING THAT THIS INSPECTION HAS OCCURRED AND THAT ALL OF THEABOVE REQUIREMENTS WERE MET.MARKING:EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET (610 mm) OF THECENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD.1)IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS.2)THE DESIGN LOAD.3)THE SPACING OF TRUSSES.WOOD STRUCTURAL PANELSCONFORM WITH U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARDS, PS1-09,STRUCTURAL PLYWOOD OR PS 2-10, PERFORMANCE STANDARD FOR WOOD BASEDSTRUCTURAL USE PANELS . ALL PANELS RATED EXPOSURE 1. SEE PLANS FOR NAILINGSPACING.ROOF SHEATHING: 19/32", CDX 32/16. NAIL WITH 8d (.148” DIAMETER X 3") COMMON NAILS WITH 1-5/8" MINIMUM PENETRATION. PROVIDE PLYWOOD SHEATHING CLIPS ON UNSUPPORTED EDGES MIDWAY BETWEEN FRAMING MEMBERS. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS NOTED OTHERWISE ON PLANS OR DIAPHRAGM SCHEDULE.WALL SHEATHING: 15/32”, CDX 24/0. NAIL WITH 8d (.148” DIAMETER X 3") COMMON NAILS WITH 1-5/8" MINIMUM PENETRATION. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS NOTED OTHERWISE ON PLANS OR DIAPHRAGM SCHEDULE.FLOOR SHEATHING: 3/4" T. & G. GLU-NAIL WITH 8d (.148” DIAMETER X 3") RINGSHANK NAILSWITH 1-5/8" MINIMUM PENETRATION. GLUE PLYWOOD TO SUPPORTS ANDAT T & G JOINTS WITH ADHESIVE CONFORMING TO APA SPECIFICATIONAFG-01. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT)UNLESS NOTED OTHERWISE ON PLANS OR DIAPHRAGM SCHEDULE.SPECIAL CONDITIONSCONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATESHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION.CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION.SHOP DRAWINGSSUBMIT ELECTRONIC PDF FILES, OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTERCONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR:GLU-LAMS, MISCELLANEOUS STEEL, REINFORCING STEEL AND TRUSSES. “SHOP DRAWINGSARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOPDRAWINGS...”.SPECIAL INSPECTIONS AND TESTSINSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENTTESTING AGENCY. THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTIONINSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OFBUILDING OFFICIAL (WABO), AND SHALL BE APPROVED BY THE BUILDING OFFICIALPRIOR TO CONSTRUCTION. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BEAVAILABLE ON SITE FOR INSPECTORS USE AND REFERENCE.SOILS VERIFY THAT SITE PREPARATION, FILL PLACEMENT AND PILES REQUIREMENTS OF APPROVED SOILS ENGINEER PROVIDE A REPORTFROM A LICENSED GEOTECHNICAL ENGINEER REGARDING THEEXISTING SOIL AND FOUNDATION SYSTEM, AND THE ADDITIONAL LOADS PROPOSED IN THIS DESIGN.CONCRETECOPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USEDEXPANSION MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVEANCHORS & SYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. VERIFYDRILLED-IN DOWELS: CERTIFICATION OF INSTALLER FOR ADHESIVE ANCHORS.CONTINUOUS INSPECTION PER TABLE 1705.3 WOODCONSTRUCTION:CONTINUOUS INSPECTION:HIGH-LOAD DIAPHRAGMS NOTED ON PLANS.PERIODIC INSPECTION:NAILING, BOLTING OF ALL WALL ANCHORS, LEDGERS, DRAGBEAMS AND CONNECTIONS, AND HOLD-DOWNS.CALL ENGINEER FOR NAILING REVIEW PRIOR TO COVERING SHEAR WALLS AND DIAPHRAGMS.FABRICATORS:SPECIAL INSPECTION OF STRUCTURAL FABRICATORS IS NOTREQUIRED IF FABRICATOR IS REGISTERED AND APPROVED TO DOSUCH WORK WITHOUT SPECIAL INSPECTION.REPORTS:PROVIDE REPORTS IN ACCORDANCE WITH IBC SECTION 1704.2.4 OFAND QUALITY ASSURANCE SECTION OF THESE GENERAL NOTES.SEISMICRESISTANCE: ALL WALLS AND ROOF ELEMENTS ARE PART OF THE SEISMIC-FORCE-RESISTING SYSTEM, AND SHALL BE INSPECTED AS DESCRIBEDABOVE.QUALITY ASSURANCE FOR SEISMIC RESISTANCESCOPE:STRUCTURAL ALL ROOF AND WALL ELEMENTS.ARCHITECTURAL SUSPENDED CEILING SYSTEMS AND THEIR ANCHORAGE.INSPECTION AND TESTING OF THESE ELEMENTS SHALL BE AS DESCRIBED IN THESPECIAL INSPECTION SECTION OF THESE GENERAL NOTES, AND IN ACCORDANCE WITHTABLE 1.14.2.-LEVEL 2 QUALITY ASSURANCE OF ACI 530-08/ASCE 5-08/TMS 402-08 FOR MASONRY.STRUCTURAL OBSERVATION IS NOT REQUIRED FOR THIS STRUCTURE, BUT WILL BEPROVIDED ON A PERIODIC BASIS ON THE ROOF DIAPHRAGMS AND FRAMING AND ONOTHER STRUCTURAL ELEMENTS, IF NECESSARY.TESTING, INSPECTION, AND STRUCTURAL OBSERVATION REPORTS SHALL BEDISTRIBUTED TO THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER ANDCONTRACTOR WITHIN FIVE (5) WORKING DAYS.CONTRACTOR RESPONSIBILITY:EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A SEISMIC-FORCE-RESISTINGSYSTEM, DESIGNATED SEISMIC SYSTEM, OR COMPONENT LISTED IN THE QUALITY ASSURANCEPLAN SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND TO THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THESYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALLCONTAIN THE FOLLOWING:1.) ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED INTHE QUALITY ASSURANCE PLAN.2.)ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITHTHE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL.3.)PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION,THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS.4.)INDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROLAND THEIR POSITION(S) IN THE ORGANIZATION.BTWN. BETWEENBLDG. BUILDINGBRG. BEARINGC.I.P. CAST IN PLACECL CENTERLINECLR. CLEARCMU CONCRETE MASONRY UNITCONC. CONCRETEC.S.J. CLOSURE STRIP JOINTD.F. DOUGLAS FIREA EACHE.E EACH ENDE.F. EACH FACEEL. OR ELEV. ELEVATIONEQ. EQUALE.S. EACH SIDEE.W. EACH WAYF.O. FACE OFF.O.C. FACE OF CONCRETEF.O.S. FACE OF STUDF.O.W. FACE OF WALLGA. GAGEH.D.G. HOT DIP GALVANIZEDG.L.B. GLU-LAM BEAMG.W.B. GYPSUM WALL BOARDH. OR HORIZ. HORIZONTALH.F. HEM-FIRINC. INCLUDINGI.S. INSIDE FACEK KIP (1000 POUNDS)L.W. LONG WAYM.F.R. MANUFACTURERPL PLATEREINF. REINFORCINGREM. REMAINDERSECT. SECTIONSSIM. SIMILARS.J. SHRINKAGE JOINTSTL. STEELSW SHEARWALLSYMM. SYMMETRICALT.O. TOP OFT.O.B. TOP OF BEAMT.O.F. TOP OF FOOTINGVERT. VERTICALw/o WITHOUT TOP OF SLABS1001GENERAL NOTESS100C:\Users\Bharat-Local\Dropbox\Dave Thacker\Eric Highberg Residence\[Erik Highberg]-Architectural Set-48.dwg, 03-11-23, 4:02am, Bharat-Local, 48
CADD FILE:CHKED BY:DRAWN BY:DATE:REVISIONS:BHARATBHARATKENT, WASHINGTON 98031
10642 SOUTHEAST 200TH STREET04-19-22PARCEL NUMBER: 052205-9158
HIGHBERG RESIDENCEbpdRAFTING
ESIGN
HARAT
ATEL
BHARAT PATEL
14008 38TH AVE NE
SEATTLE, WA. 98125
206-228-0196
patel.bharat@gmail.com
&
established 1995
PRAKASH PATEL
NEDA NADERI
ADDITION PR22000215B2200355507/12/2022 IWALKERRECEIVEDBUILDING DIVISIONGENERAL NOTESN.T.S.DocuSign Envelope ID: 94066D90-EEB8-4E1D-9797-355379392A97
CORNER BARS TOMATCH HORIZ.REINF.C.I.P. WALLPER PLANREINF.PER 1/S110CORNER CONDITION @ C.I.P. WALL5" EMBEDTYPICAL HOLDDOWN DETAIL @ FOUNDATIONSIMPSON STHD14HOLD DOWNSTUDS PER PLANSCHEDULEPER SHEAR WALLSHEATHING & NAILING2- 2x STUDS @END OF EACHSHEAR WALL PERSHEAR WALLSCHEDULEEXISTING WALLNEW BASEMENT WALLNEW FOOTING PER PLANEXISTING FOOTING2x PRESSURE-TREATEDSILL PLATETOP OF CONC.EXTRA STUD ASSHOWN, SEE PLANFOR ADDITIONALPOSTS AND TYPICALPOSTS UNDER BEAMCROSS WALL PLANCROSS WALLNAIL STUD TOGETHER w/THRU WALL16d @ 12"oc, TYPICAL(3 SIDES)EXTRA STUD ASSHOWN, SEE PLANFOR ADDITIONALPOSTS AND TYPICALPOSTS UNDER BEAMCORNER PLANNOTES:HOLD3" CLR.PER PLAN2- #4 CONT.PERPERPLANEQ.EQ.1'-6" MIN.SLAB ON GRADEPER PLAN#4 @ 18"oc HORIZ.AND VERT.2- #4 TOP1/2"Ø ANCHOR BOLT w/3"x3"x1/4" PLATE WASHER@ 4'-0"oc EMBED 7" MIN.6" MIN(2" @ CONC.)SCHED.LOCATE ANCHOR BOLTS ATSHEAR WALLS SUCH THATEDGE OF PLATE WASHER IS1/2" (MAX.) FROM WALLSHEATHING OR RIM JOIST7- BOLT
DIA. MIN.
(12" MAX.)7- BOLTDIA. MIN.(12" MAX.)7- BOLT
DIA. MIN.
(12" MAX.)7- BOLTDIA. MIN.(12" MAX.)7- BOLTDIA. MIN.(12" MAX.)7- BOLTDIA. MIN.(12" MAX.)7- BOLTDIA. MIN.(12" MAX.)SILL PLATE AND ATTACHMENTPER SHEAR WALL SCHEDULE(EMBED MIN. 7" INTO CONCRETE)MIN. 2- BOLTS INEACH SILL SECTION(
A
T
NO
N
-
S
H
E
A
R
W
A
L
L
S
,
M
I
N
.
2
x
S
I
L
LPLATE w/ 5/8"Ø ANCHOR BOLTS @ 48"ocWHERE SILL PLATE IS DRILLEDOF THE PLATE WIDTH, INTERSECTIONS1.) TYPICAL WALL (PLAN VIEW)OR NOTCHED MORE THAN 1/3INSTALL ONE BOLT EACHOF NOTCHUSE SIMPSON SETXP EPOXY56'-0"5125'-0"C1D56'-0"225'-0"CDAB43EXISTING HOME TO REMAIN AS IS
EXISTING HOME TO REMAIN AS IS
EXISTING HOME TO REMAIN AS IS2AB20'-0"
NEW ADDITION
12'-0"8'-0"22'-0"34'-0"NEW ADDITION11'-0"45'-0"
20'-0"
8'-0"12'-0"
NEW ADDITION
45'-0"11'-0"14'-0"20'-0"NOTE:[EXISTING FOOTING DEPTH VERIFY PER FIELD CONDITION]
[EXISTING FOOTING DEPTH VERIFY PER FIELD CONDITION]NEW FOOTING DEPTH TO
MATCH EXISTING LEVEL
NEW FOOTING DEPTH TO
MATCH EXISTING LEVEL 5/S1101/S110
1/S1103/S110
3/S110 1/S11016"x9 1/4"CONTINUOUSFOOTING w/ 2- #46" C.I.P. WALLEXISTINGFOUNDATION TOREMAIN AS ISEXISTINGFOUNDATION TOREMAIN AS ISEXISTING SLAB ONGRADE TO REMAIN AS IS6.0x6.0-W2.0xW2.0 W.W.M.4" SLAB ON GRADE w/@ CENTER OF SLABSUB-GRADE BY OTHERSNOTE:EXISTING PATIOTO REMAIN AS ISS110FOUNDATION PLAN ANDDETAILSS110C:\Users\Bharat-Local\Dropbox\Dave Thacker\Eric Highberg Residence\[Erik Highberg]-Architectural Set-48.dwg, 03-11-23, 4:03am, Bharat-Local, 48
CADD FILE:CHKED BY:DRAWN BY:DATE:REVISIONS:BHARATBHARATKENT, WASHINGTON 98031
10642 SOUTHEAST 200TH STREET04-19-22PARCEL NUMBER: 052205-9158
HIGHBERG RESIDENCEbpdRAFTING
ESIGN
HARAT
ATEL
BHARAT PATEL
14008 38TH AVE NE
SEATTLE, WA. 98125
206-228-0196
patel.bharat@gmail.com
&
established 1995
PRAKASH PATEL
NEDA NADERI
ADDITION PR22000215B2200355507/12/2022 IWALKERRECEIVEDBUILDING DIVISION8DETAIL3/4" = 1'-0"S1101S1101/4" = 1'-0"4FOUNDATION PLANDETAIL3/4" = 1'-0"S1102DETAIL3/4" = 1'-0"S1103DETAIL3/4" = 1'-0"S1105DETAIL3/4" = 1'-0"S1107DETAIL3/4" = 1'-0"DETAIL3/4" = 1'-0"S1106DocuSign Envelope ID: 94066D90-EEB8-4E1D-9797-355379392A97
2x4 DIAGONALBRACE @ 8'-0"ocw/ 3- 10d-FNAILS EACH ENDROOF SHEATHINGEXISTING TRUSSES2x4 SPREADER JOIST TODISTRIBUTE LOADEVENLY TO FRAMINGBELOW w/ 10d-F NAILS@ 8"oc TO PLATE2x4 POST @ 4'-0"oc w/4- 10d-F NAILS TOSPREADER JOIST2x4 PLATE w/ 2- 16d NAILS TOEACH MAIN ROOF FRAMING MEMBER2x4 RAFTER @ 24"ocw/ 4- 10d-F NAILSTO EACH POSTPLAN(NO BOT. SPLICE IN THIS AREA)8- 16d NAILS EA. SIDE OF SPLICE4'-0"MIN.4'-0"MIN.NOTE:AT ALL EXTERIOR WALLSUSE 20d FOR 3x PLATEELEVATION STUD WALL TOP PLATE SPLICE16d @ 12"ocSTAGGER TYP.16d @ 12"ocSTAGGER TYP.2- 16d EA SIDE OFBOTTOM PLATE SPLICEBOTTOM PLATE SPLICEAT STUD CENTERLINE, TYP.TOP PLATE SPLICE ATSTUD CENTERLINE, TYP.4'-0" MIN. LAPDOUBLE 2x TOP PLATESTUDS WHERESINGLE FULL HEIGHT KINGSTUD. MULTIPLE KING STUDSWHERE REQ'D. PER PLANTYPICAL STUDS PERPLAN/DETAILSTAGGER TOP PLATE4'-0" MIN. TYPICAL3- 16dTYPICAL HEADER SUPPORT DETAILTYPICAL SINGLEREQUIRED PERPLAN OR PERNOTES/SPECIFICDETAILTRIMMER STUD.MULTIPLE TRIMMERHEADERPER PLAN16d @ 12"oc EACHSTUD TO STUDCONT. DOUBLE TOP PLATE2- 8d TOE NAILS TOEACH TRIM STUD2- 2x HEADER2x4 STUDS2x4 PLATE1/2" PLYWOOD FILLER, TYP.2x6 STUDS2x6 PLATE3 1/2"5TYPICAL HEADER SECTIONS3- 2x HEADERSPIKE EACH PIECE w/2- ROWS 16d SINKERS@ 12"oc, STAGGERED, TYP.1/2" PLYWOODFILLER4x HEADER,PER PLAN6x HEADER,PER PLANNOTES:1.) PROVIDE 1- KING STUD AT OPENINGS EQUAL OR LESS THAN 6'-0".2.) PROVIDE 2- KING STUDS AT OPENINGS GREATER THAN 6'-0 AND EQUAL OR LESS THAN 12'-0".3.) PROVIDE 3- KING STUDS AT OPENINGS GREATER THAN 12'-0".H2.5 EACH RAFTER, TYP.PRE-ENGINEEREDTRUSS BY OTHERS2x STUD WALL @ 16"ocSW NAILING PER SCHEDULETYPICAL PRE-ENGINEERED TRUSS TO TOP PLATEBLOCKINGBETWEEN TRUSSESPRE-FABRICATED TRUSSESBY OTHERS PER PLANSLOPE PER ARCH.POST PER PLANBEAM PER PLANPOST TO BEAM CONNECTOR PERPLAN. OTHERWISE, SIMPSON ACPOST CAP EACH SIDE U.N.O. ONPLAN CORROSION REISITANTMETAL. FOLLOW MFR.INSTALLATION INSTRUCTIONSBEAM SPLICES OCCUR OVERPOSTS WITH 1 1/2" MIN.BEARINGSHEAR PANEL ABOVE@ SHEAR WALL56'-0"5125'-0"C1D56'-0"225'-0"CDAB43EXISTING HOME TO REMAIN AS IS
EXISTING HOME TO REMAIN AS IS
EXISTING HOME TO REMAIN AS IS2AB20'-0"
NEW ADDITION
12'-0"8'-0"22'-0"34'-0"NEW ADDITION11'-0"45'-0"
20'-0"
8'-0"12'-0"
NEW ADDITION
45'-0"11'-0"14'-0"20'-0"(E) RIDGE1'-6"
1'-6"ATTICACCESS(N) RIDGE
1'-6"
1'-6"1/S111T-11/S111NOTE:OVER FRAME PER DETAIL 2/S111 (E) HDR.(E) HDR.(E) HDR.H-2H-1H-1
(E) HDR.(E) HDR.(E) HDR.(E) HDR.(E) HDR.EXISTING TRUSSES
TO REMAIN AS IS
(E) HDR.(E) HDR.(E) HDR.(E) HDR.(E) HDR.B-2FRAMING SCHEDULEMARKSIZET-1TRUSS @ 24"ocB-16x10 DF#2 LPC6Z COL. CAPB-22- 1 3/4x9 1/4 LVL DBL. STUD FOR BRG.H-14x8 1.3E LSLH-24x6 DF#2DL = 15psfSL = 25WL = 20 LRFD (-12 ASD)FULL HT. STUDS 1A/S13S111ROOF FRAMING PLANAND DETAILSS111C:\Users\Bharat-Local\Dropbox\Dave Thacker\Eric Highberg Residence\[Erik Highberg]-Architectural Set-48.dwg, 03-11-23, 4:03am, Bharat-Local, 48
CADD FILE:CHKED BY:DRAWN BY:DATE:REVISIONS:BHARATBHARATKENT, WASHINGTON 98031
10642 SOUTHEAST 200TH STREET04-19-22PARCEL NUMBER: 052205-9158
HIGHBERG RESIDENCEbpdRAFTING
ESIGN
HARAT
ATEL
BHARAT PATEL
14008 38TH AVE NE
SEATTLE, WA. 98125
206-228-0196
patel.bharat@gmail.com
&
established 1995
PRAKASH PATEL
NEDA NADERI
ADDITION PR22000215B2200355507/12/2022 IWALKERRECEIVEDBUILDING DIVISION7DETAIL3/4" = 1'-0"S1111S1111/4" = 1'-0"4FOUNDATION PLANDETAIL3/4" = 1'-0"S1112DETAIL3/4" = 1'-0"S1113DETAIL3/4" = 1'-0"S1115DETAIL3/4" = 1'-0"S1116DETAIL3/4" = 1'-0"NOT USEDDocuSign Envelope ID: 94066D90-EEB8-4E1D-9797-355379392A97