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APPROVED ENG PLN BLD-BLD2020-0739+Architectural_Plan+8.19.2020_7.25.22_PMS S S S S s s P.L. = 99.25' �\ - - - - - - - - - - /�- / c \ c \ / N o - w O C I / EXiSTiNG o (D N � DRIVEWAY w d 0 I / w CV / 1 / I / / i I I 24014 74TH AVE W c I EDMONDS, WA 98026 EXIST�G ii INTERIOR J I REMODEL @ / 4;) / Ia. KITCHEN ANDBATHROOMS � J / ; / I - - / / SIDE Y _ / E> iSTi G SIA YA STiN HOS / I / B, VE iFY iTHiN ^ / XI' O' M X OF OT / UD CATION / EXISTING Ill. iDE YA D / PATIO /7,1 A 11EXISTING PATIO / TO REMAIN BELOW/ \ / HOT T S B o DECK /i / TALL A SEW / REPLACE / / S\ / LEANOUT WiTHi / O' OF THE HOT / </ S / FENCE TUB, VERIFY / o + Q O Q 7r'rt3' EXTEND CONCRETE / / / S LOCATION - I PAD BELOW HOT TUB / EXISTING 5iD - ' � , IuJ x TO ALIGN WiTH SPECS / / �� SEWER / _ I - o Q z 16'-4114- / uz X DECK PROJECTS INTO NEW DECK LEVEL �w w REQUIRED SETBACK WiTH EXISTING MAX 4'. AND MUST BE COVERED PATIO UNDER 30" HT FROM- -- - - --EX-GRAPE- -- _ - - - - - --J ---------------------P.L.=65' . I SITE PLAN SCALE: T' = 10' N AS BUILT - MAIN FLOOR SCALE:1/8" = 1'-0" AS BUILT - UPPER FLOOR SCALE:1/8" = 1'-0" CALL FOR INSPECTION OF SIDE SEWER CLEANOUT PRIOR TO BACKFILL. GENERAL NOTES PROJECT INFORMATION THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTiONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT PROJECT OWNER: ANNETTE SOMMER & SCOTT HUSE 2020 BY H2D, LLC. THESE DRAWINGS ARE PROTECTED 13Y FEDERAL AND STATE COPYRIGHT LAWS. 24014 74TH AVE W 1. CODES/REGULATIONS: EDMONDS WA 98026 -CONSTRUCTION TO CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE (iRC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. PROJECT ARCHITECT: HEiD1 HELGE50N -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. PROJECT DESIGNER: LAUREN GROTH -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SiTE DURING CONSTRUCTION. H21) ARCHITECTURE + DESIGN 2. CONTRACTOR'S RESPONSIBILITY: 23020 EDMONDS WAY, #113 -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. EDMONDS, WA 98020 -DO NOT SCALE CONTRACT DOCUMENTS. -iF ANY DISCREPANCIES IN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO DE NOTIFIED IMMEDIATELY. PROJECT DESCRIPTION: INTERIOR REMODEL ON SINGLE FAMILY HOME -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE 5UBMiTTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSiDLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. PROJECT ADDRESS: 24014 74TH AVE W -CONTRACTOR SHALL BE RE5PON5113LE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO 5E COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL DE SUPERVISED BY THE SUPPLIER DURING TAX LOT NUMBER: 00488800600904 MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL DE REMOVED FROM THE PREMISES AND DISPOSED OF DY THE CONTRACTOR. THE PREMISES SHALL 5E LEFT LEGAL DESCRIPTION: LAKE DALLiNGER LAND CO SUBDiV 1 DLK 006 D- CLEAR AND CLEAN TO THE 5AT15FACTION OF THE OWNER. 04 LOT 1 CiTY OF EDMONDS SP 5-97-71 REC AFNO -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL 5E THE RESPONSiDiLiTY 9903010071 TGW 1/3 INTEREST iN TR A DEiNG A OF THE CONTRACTOR. PTN OF LOT 9 EXST FLAT 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING PER iRC SECTION M1502.3 AND iMC SECTION 501.3. -INSULATE ALL DUCTS OUTSIDE OF CONDITIONED SPACE PER WA STATE ENERGY CODE. -KITCHEN RANGE HOODS: RANGE HOODS CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER iRC M1503.4. 6. GLAZING: -TO BE iN COMPLIANCE WiTH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SUDJECT TO HUMAN IMPACT SUCH A5 GLASS IN DOOR5, GLAZING WITHIN 24" ON EITHER SiDE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL BE WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLA55 OR SHATTER RESISTANT PLASTIC. -SLIDING GLASS DOORS TO DE SAFETY GLAZING LAMINATED OR TEMPERED GLASS -SHOWER ENCLOSURES SHALL BE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLA55 OR SHATTER RESISTANT PLASTIC. LAND USE CODE COMPLIANCE STATISTICS -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" iN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL 5E DOUBLE GLAZED, UNLE55 NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. ZONE: R5-g -EGRESS iN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 SQ. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. iRC SEC R310. LOT COVERAGE: LOT AREA: 8276.4 5F 7. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iRC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS E TiN HOUS 20 5F BEFORE PROCEEDING WiTH WORK. NEW DECK AND HOT TUB: .3 352.6 5F -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. PROPOSED LOT COVERAGE: 2385.9 SF -DUiLPING AiR LEAKAGE TESTING, PER SEC 502.4.5,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE ALLO D CO AG 76. 35'/. 8 4 CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMABLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 503.5.1. REQ'D SETBACKS: FRONT: 25' -A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL DE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. REAR SETBACK: 15' -DUCT LEAKAGE TEST RESULTS SHALL DE PROVIDED TO THE DUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. SiDE 5ETBACK: 7-1/2' -MiNiMUM 75% OF PERMANENTLY INSTALLED LAMPS iN LIGHTING FIXTURES SHALL DE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL 5E CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY THE THERMOSTAT SHALL ALLOW FO AT A MiNiMUM PARKING: 2 EXISTING PARKING SPACES TO REMAIN A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND 5E CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACKS PER DAY. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'TS FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET DU1LPING HEIGHT DUILDING HEIGHT LiMiT = 25' 01. INFORMATION: NO CHANGE PROPOSED -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiNSULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL 5E FILLED WiTH R-15 INSULATION AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO 5E INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL UNLESS NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-49 BLOWN-iN AT FLAT CEILINGS AND R-38 H.D. DATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR DETWEEN TOP OF INSULATION AND DOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE. ENERGY CREDIT INFORMATION -VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 INTERRUPTED BY A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE UNLESS NOTED OTHERWISE. ENERGY CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE 406.2 -FLOORS: INSULATED WiTH R-30 DATT INSULATION OVER UNHEATED SPACE UNLE55 NOTED OTHERWISE. -5LAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CL05EP CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN 5LAB AND FOOTING AND RUN FROM THE TOP OF THE APPITiON5 LESS THAN 5005F: 0.5 CREDITS SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. UNLE55 NOTED 5a EFFICIENT WATER HEATING: 0.5 CREDITS OTHERWISE. ALL 5HOWERHEAD AND KITCHEN SiNK FAUCETS INSTALLED iN THE HOUSE SHALL 5E RATED 10. GARAGE SEPARATION: AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL DE RATED AT 1.OGPM OR -REQUIRES 1/2" GWD ON THE GARAGE 51DE. 5/8" TYPE'X' GWB WHERE THERE 15 LIVING SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAMS USE 1/2" GWB PER iRC R302.6 LESS. -OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMB -CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL DE EQUIPPED WiTH A SELF -CLOSING DEVICE PER iRC R302.5.1. 12. FIRE SAFETY: / -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL DE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER iRC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL N 1N ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER 1RC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL DE L15TEP AS COMPLYING WiTH UL2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH THiS CODE, NFFA 720-2012 AND THE MANUFACTURER'S iNSTALLATiON INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFFA 720-2012, SHALL BE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. City Of Edmonds Building Department Work Sommer Huse Residence Address 24014 74th Ave w --------------------- Owner Scott Huse ------------------ r-- •---------• Approved Date 8/28/2020 dI Building Official /relA1l( 461oolff l�la Permit Number BLD2020-0854 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. ENGINEERING DIVISION APPROVED AS NOTED N Gr i g g s 09/02/2020 APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED BY PLANNING ;z �o Sep 01 2020 PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION R-VALUE U-FACTOR FENESTRATION U-FACTOR N/A 0.30 SKYLIGHT U-FACTOR N/A 0.50 GLAZED FENESTRATION SHGC N/A N/A CEILING 49 0.026 WOOD FRAME WALL 21 iNT 0.056 MASS WALL R-VALUE 21/21 0.056 FLOOR 30/38 0.029 BELOW GRADE WALL 10/15/21 1NT + TB 0.042 SLAB R-VALUE AND DEPTH 10. 2 FT N/A SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A5-5UILT PLANS A1.0 MAiN & UPPER FLOOR DEMOLITION PLAN A1.1 MAiN & UPPER FLOOR PLAN A2.0 INTERIOR ELEVATIONS A2.1 INTERIOR ELEVATIONS A3.0 DOOR SCHEDULE AND TYPICAL DETAILS 51.0 GENERAL STRUCTURAL NOTES, DECK FRAMING AND FOUNDATION PLAN SiTE LAKE i BALLiNGE 2415T ST 5W 0 w w m VICINITY MAP (NTS z W U Z W 0 � U) > > O LLJ LLl 00 Q Q W vJ _ ~ z O N � �w W C� G O vJ 9716 REGISTERED ARCHITECT GST DIMICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 7/18/2020 REVISED: 8/19/2020 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 01 I MAIN FLOOR - DEMOLITION PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS r I DEMO WALLS PEMO POOR, PARTI POOR UPPER FLOOR - DEMOLITION PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS r I DEMO WALLS I L U z L 0 (n o L L 00 rn � Q Q L U)o _ z O N � r75 L L CG G O U) 9776 REGISTERED ARCHITECT /111•� HEIDI MICHELLE HELGESON STATE OF WASHINGTON rl r1 a H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 7/18/2020 REVISED: 8/19/2020 PERMIT SET DEMOLITION PLAN MAIN & UPPER FLOOR A1,0 F-1 FiLL ANY EXPOSED STU W/R-15 HD GATT iNSULA EXTERIOR WALLS, TYP. NEW ACCORDING TO FiNi -COUNTERTOP5 - 13ACKS12LASH -HARDWARE - MIRROR - SINKS & FAUCETS - FLOOR TiLE - TUB - TUB SURROUND TiLE - LIGHT FIXTURES - TRiM - FAN - PAINT EXISTING RANGE HOOD TO REMAIN 50 C VEND LiNE OF EXISTING PATiO BELOW EXTEND CONCRETE PAD BELOW HOT TUB TO ALIGN WiTH HOT TUB SPECS I Hardware and fasteners in contact with preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I Istainless steel, silicon bronze or copper. ,In the absence of manufacturers recommendations a minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ L I RC R317.3.1 IBC 2304.10.5.1 I I REC RM, KITCHEN, AND POWDER - MAIN FLOOR PLAN SCALE:1/4" = T-O" 0 EXISTING WALLS ® NEW WALLS NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. REFER TO WINDOW AND DOOR SCHEDULE FOR MORE INFORMATION. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM AND SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R3153 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS KIDS' BATH AND MASTER BATH - UPPER FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. REFER TO WINDOW AND DOOR SCHEDULE FOR MORE INFORMATION. 3. SEE ATTACHED W5EC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE 13EDROOM5. THE ALARM AND SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R3153 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS W U Z W 0 co (n o W W CO Qrn Q W 3: � _ ~ Z O N � W 73 CG G O U) 9716 REGISTERED ARCHITECT GST DIMICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 7/18/2020 REVISED: 8/19/2020 PERMIT SET MAIN & UPPER FLOOR PLANS A1,1 TYP RECE FOR - VERiF MILLWORK MATE CONTINUES INTO FiREPLAC MiLLWORI TYP REC RM - NORTH SCALE:1/2" = 1'-0" cunteict� HEAD LE >ED NICHE TER MATERIAL ,ONFiRM 5iZE & )N W/ OWNER TiLE iELD TiLE Cad =S OF NICHE )WER AND TRiM .ER 5'-0" KIDS BATH TUB - NORTH SCALE:1/2" = 1'-O" WALL SCONCE CENTERED ON MIRROR FRAMED MIRROR QUARTZ BACKSPLASH— EXISTING CAB5 10 CL SiNK CL SiNK SINK SINK 5'-101/4"+/- KIDS BATH - WEST 5CALE:1/2" = 1'-0" 0 EXiSTiNG TYP CROWN RECESSED ALCOVE FOR TV DEVICES; VERIFY SiZE W/OWNER MILLWORK MATERIAL : ONTiNUES iNTO NICHE FIREPLACE MILLWORK/MANTEL TYP BASE 61/2" REC ROOM - SOUTH SCALE:1/2" = P-O" 5'-01, KIDS BATH - NORTH SCALE:1/2" = 1'-0" FIELD TiLE LINER 9 EXPOSED TiLE EDGE, TYP TEMPERED GLASS SLIDING SHOWER DOORS EXISTING TOILET TYP TiLE BASE rites 1 iLt t�tYUNv SHOWER HEAD BEYOND TEMPERED GLASS FRAMED SLIDING SHOWER DOORS EXIST TYP T BASE 1/2" 3'-11/4" 1/2' VERIFY 5'-5 3/8" REC ROOM - WEST SCALE:1/2" = 1'-0" SHOWER 24" TOW FIELD Til LINER Cad EDGE, T' TUB/5HC AND TRiI` VERTiCA TEMPER SLIDING TUB FiLL TYP TiLE 2-81 /4" KIDS BATH - EAST SCALE:1/2" - 1'-0" MASTER BATH TOILET RM - NORTH SCALE:1/2" - 1' 0" TYP CROWN PROVIDE BLOCKING & PREWiRE FOR WALL MT TV ENCLOSE BUMP -OUT ABOVE FP RECESSED ALCOVE FOR TV DEVICES; VERIFY SiZE W/OWNER TiLE SURROUND EXISTING GAS FIREPLACE MILLWORK W/ MITERED COR AND BEVELED DESiGN TYP BASE *VERIFY CLEARANCES FOR COMBUSTABLE MATERIALS AROUND FP TYP TiLE BASE ivA UPPER CABINETS BEYOND TiLE BACKSPLASH LINER 9 EXPOSED TiLE EDGES, TYP. QUARTZ COUNTERTOP *SHELVING ADDITION TO �p MATCH EXISTING CABINETRY END PANEL TO FLOOR, TYP FIXED SHELF, CENTERED 0 RECESSED TOE KiCK, TYP 3'-ll 1/2" KITCHEN SHELVES - EAST SCALE:1/2" = 1'-0" HAR BAR QUA BAC TYP MASTER BATH TOILET RM - EAST SCALE:1/2" = 1'-0" EXISTING CABiNETRY— LiNER 9 EXPOSED TiLE EDGES, TYP / TiLE 13ACKSPLASH / QUARTZ COUNTERTOP / *SHELVING ADDITION TO EXISTING TO MATCH EXISTING EXTERIOR CABINETRY \ END PANEL SCRIBE TO \ FLOOR, TYP _ \ o \ EXiSTiNG CABINETRY � KITCHEN SHELVES - SOUTH SCALE:1/2" = 1'-0" KIDS BATH - SOUTH SCALE:1/2" = 1' O" 13 TYP TiLE BASE MASTER BATH TOILET RM - SOUTH SCALE:1/2" = 1'-0" w U Z w 0 � cn > > O w w 00 4') Q Q w _ ~ z O N w � 75 G 75 G � �./ ) 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 7/18/2020 REVISED: 8/19/2020 PERMIT SET INTERIOR ELEVATIONS A2,0 T.P. HC TYP T' DACE MASTER BATH TOILET RM - WEST SHOWER HEAD FIELD TiLE RECESSED NICHE W/COUNTER MATERIAL SHELF; CONFIRM SiZE & LOCATION W/ OWNER 0 ACCENT TiLE WRAP FIELD TiLE 0 ALL SIDES OF NICHE LINER Cad EXPOSED TiLE EDGES, TYP WRAP TiLE Cad 1/2 HT WALL; MITER AT EXPOSED TiLE EDGES, TYP *CONTRACTOR TO SLOPE FULLY WATERPROOF —► _— SHOWER INCLUDING BUT NOT LiMiTED TO SHOWER FLOOR, CURB, NiCHE,_AND WALLS MASTER BAT�HSH OWER - NORTH SCALE:1/2" = 1'-0" �L % SCALE:1/2" = 1'-0" CL SiNK CL SiNK SHOWER HEAD DEYOND WALL SCONCES C ENTERED ON SINKS FIELD TiLE DEYON TEMPERED FRAMED MIRRORS / FRAMELESS / CENTERED ON SINKS GLASS SHOWER PANEL & DOOR LINER 9 EXPOSED TiLE EDGES, TYP TiLE DACKSPLASH WRAP FLOOR TiLE @ PARTIAL HT WALL FLOOR TiLE \ p WRAPPING CURD \ *CLIENT TO CONFIRM \ FINAL DESIGN OF STEP INTO SHOWER 24" TO LINER (, EXPOS EDGE, TUD Fil FIELD l MASTER BATH - NORTH SCALE:1/2" = 1'-0" MASTER BATH - WEST SCALE:1/2" - 10" 1/2"+/- SHOWER HEAD DEYOND FIELD TiLE DEYOND TEMPERED FRAMELESS GLASS SHOWER PANEL MITER TiLE AT EXPOSED EDGES WRAP FLOOR TiLE 9 PARTIAL HT WALL HANI DAR TiLE DAC TYP DAS MASTER BATH - EAST SCALE:1/2" = 1' 0" TEMPERED FRAMELESS GL SHOWER PANEL MITER TiLE AT EXPOSED EDGi WRAP FLOOR T PARTIAL HT Wf *CONTRACTOR" FULLY WATERP SHOWER iNCLUI BUT NOT LiMiTE SHOWER FLOOF NICHE, AND WA[ SLOPE TO DRAIN MASTER BATH SHOWER -EAST SCALE:1/2" = 10" 9 DED TiLE .,TYP TiLE TO UM OF EX. )W SiLL TiLE SCOT FIELD TiLE - BOTTOM OF WINDOW Sit TUB FILLER i rnirn EXPOSED I ILE (P HEAD .E VALVE AND ACK VERTICAL ED SHOWER 0 DRAIN MASTER BATH SHOWER - WEST SCALE:1/2" = 1' O" MASTER BATH - SOUTH SCALE:1/2" = 1'-0" ALIGN RODE HOOKS LINER 9 EXPOSED TiLE EDGE, TYP FIELD TiLE W U Z W 0_ (I) > O w L LJ 00 0') Q Q LIJ vJ _ ~ z O N � W G O VJ 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 7/18/2020 REVISED: 8/19/2020 PERMIT SET INTERIOR ELEVATIONS A2,1 DOOR SCHEDULE AREA R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS ID TYPE THICK (SF) NOTES U-VAL WIDTH HEIGHT W HT MAiN FLOOR 01 2'-6'' 6-101/2" 21-411 6'-9" SWING 0'-1 5/8" 1 0.00 1 VERIFY FiT EX R.O.; TEMPERED; TRANSLUCENT UPPER FLOOR 02 2'-6" 6'-101/2" 21-4" 6-8" SWING 0'-13/81, 0.00 03 2'-7" 6'-101/2" 2'-6" 6-8" POCKET 0'-1 3/8" 0.00 VERIFY R.O. W/ POCKET DR MFR )OOI�AgE 5'-2" 0-101/2" 5'-0" 6-8" SWING 0'-1 3/8" 0.00 VERIFY FiT iN EX R.O. TOTAL EXTERIOR 0.00 IJJ U MANUFACTURER: INTERIOR: SiMPSON OR EQUAL, SOLID CORE DOOR TO MATCH EXISTING PROFILE Z W NOTES: 0 C4 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS �— 2. SEE ELEVATIONS FOR CONFIGURATION v) 00 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION w W 4. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS n/ Q a UJ Q /i Lu J J vJ W � w w _ O 0 W U U w wDoug U U r O CV G a w Lij . CC PER PER PER SCHEDULES SCHED G 75 O POCKET SWiNG SWiNG U) WOOD TiRiM TO MATCH EXISTING, VEk OF EXISTING EXISTING WiN[ TYP I NT. WN DW TRI M 1" =1'-O" TYP WALL ASSEMBLY WD BASE TO MATCH EXISTING FiNiSH FLOORING TYP WD BASE DTL TYP ASSEMBLY: -TILE -THIN SET -CEMENT BACK BOARD -WATERPROOF MEMBRANE -FRAMED WALL 6d RECESSED SHELF SLOPE SiLL TO DRAT SiLL MATERIAL PER FiNiSH SCHEDULE , 4T BLOCKING FRAMED WALL TYP RECESSED SHELF DTL WOOD TiRiM TO MATCH EXISTING, VERIFY PROFILE OF EXISTING LiNE OF DOOR JAMB, TYP DOOR PER DOOR SCHEDULE TYP I NT. DOOR TRIM 1" =1'-O" 1/2" GWB, TYP WD TRiM PER TYP DETAIL DOOR FRAME DOOR PER SCHEDULE TYP I NT DOOR HEAD 1" =1'-0'' DOOR PER SCHEDULE DOOR JAMB WD TRiM PER TYP DETAIL 1/2" GWB TYP I NT �DO�OR�lAM B 4 1,� =" CL DOOR, WHERE OCCURS DOOR, WHERE OCCURS CL DOOR, WHERE OCCURS CL FiNiSH WOOD FLOORING FiNiSH WOOD FLOORING TiLE FLOORING SCHLUTER TRANSITION SCHLUTER SCHiENE SCHLUTER TRANSITION TRANSITION STRIP, STRIP, ALUMINUM ALUMINUM CARPET i TiLE FLOORING CARPET SUBFLOOR SUBFLOOR SUBFLOOR STRIP, ALUMINUM 2LiiiiiiiiiiiiiiiiiiiiiillillillillillillI TYP WD TO CRPT TRANSITION 1-1/2" =1'-0" TiLE BUILT-UP CURB FLOOR TiLE OVER 3 SUBSTRATE AND SUBFLOORN TEMPERED GLASS SHOWER PANEL LOW PROFILE ALUMINUM OR S.S. U-CHANNEL BED OF SEALANT TYP FLOOR �� TiLE OVER MUD SET ASSEM13LY�/� PAN, SLOPE TO DRAIN, IKI TYP *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP 10 TYP U-CHANNEL DTL ( TYP WD TO TILE TRANSITION 1-1/2" =1'-0" TEMPERED CLEAR GLASS SHOWER PANEL SHWR BED OF SEALAN LOW PROFILE ALUMINUM TiLE OR S.S. U-CHANNEL GWB -\. WATERPROOFING OVER CEMENT BACKER 13OARD- TiLE FRAMED WALL *FULLY WATERPROOF SHOWER WALLS TYP CURB ('_,_,�TYP U-CHANNEL @ WALL TYP TILE TO CRPT TRANSITION 1-1/2" =1'-0" 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 7/18/2020 REVISED: 8/19/2020 PERMIT SET DOOR SCHEDULE AND TYP. DETAILS Imme 1" =1'-0" PLAN ViEW A3,0 AC/ACE SERIES POST CAP 6" 0 PLINTH, REINF. WITH (4) #4 VERT. AND TIES #3 x @ Yoc BEAM PER PLAN (3) #4 EACH WAY BOTTOM AC/ACE SERIES POST CAP JOISTS PER PLAN WITH - HANGERS PER SCHEDULE BEAM PER PLAN a GA1 CLIP BOTH SIDES OF STEP. ATTACH TO CONCRETE WITH (2) 3/16" 0 TITEN 2 26 (P.T.) @ 16"oc 0 POST PER PLAN (PRESSURE -TREATED) JOISTS PER PLAN WITH HANGERS PER SCHEDULE ABA SERIES POST BASE 3/4" = 1'-0" 2 #4 x @ 16"oc r EXISTING SLAB POST PER PLAN (PRESSURE -TREATED) TYPICAL PROVIDE (1) A24 ANGLE. SLAB ATTACH TO CONCRETE W/ 3/8" 0 x 21/2" LONG TITEN HD (STAINLESS STEEL). PROVIDE WASHER AT TIT INTERFACE 3" 6" 6" SLAB -ON -GRADE PER 6/S2.0 (1) #4 NOSING BAR cV 3/4" = 1'-0" 4" THICK SLAB REINF. W/ W2.942.9 6x6 W.W.M. CTR'D. —x x x x x x— 6 MIL VAPOR BARRIER o —0 0o go°°�oo��o �gs000°o�° o (OMIT AT EXTERIOR SLABS) 0o°Oo 00 o°Do°�0�°O o0o0 ° 4" FREE -DRAINING GRANULAR FILL CONTROL —x x xJ t x x— JOINT °° °oo°oc��Qo��° °°0000�oqC°,o}, 00 00° � 0000 000°° EXISTING SLAB a 4 a d d 2nd POUR 1st POUR CON STR. oYn JOINT °°°o°off �o° °°o o Oc°o0 0DOoo���°000 ° CONTROL JOINT FORMER "ZIP STRIP" 11/2" DEEP (JOINT MAY BE SAW -CUT AT CONTRACTOR'S OPTION) CUT ALT. WIRES AT JOINT PLASTIC JOINT KEY "MEADOW BURKE" STOP REINF. 1" CLEAR OF JOINT EACH SIDE SLAB —ON —GRADE (NOT INSULATED) 3/4" = 1'-0" N3 3/4" = 1'-0" JOISTS PER PLAN DECKING PER ARCHITECTURAL (2)#4 CONT. TOP & BOTTOM #4 @ 10"oc TOP & BOTTOM 3/4" = 1'-0" LEGEND E; X X. (PT) 0 SPAN EXTENT SECTION DETAIL PRESSURE -TREATED COLUMN BELOW EXISTING CONCRETE HANGER SCHEDULE MEMBER HANGER (FLAT ONLY) 26 LUS26 GENERAL STRUCTURAL NOTES THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2012 EDITION), & SEATTLE BUILDING CODE MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE. 2. DESIGN LOADING CRITERIA: DECK LIVE LOAD (RESIDENTIAL). . . . . . . . . . . 60 PSF 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENINGS THROUGH EXISTING CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON - CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. CONCRETE 6. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE CITY OF EDMUNDS BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. r. E E M M M M M M .� I Hardware and fasteners in contact with preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I Istainless steel, silicon bronze or copper. .In the absence of manufacturers recommendations a minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ L IRC R317.3.1 IBC 2304.10.5.1 I FACE NAILING CAPACITY (Cd = 1.0) 10d COMMON 830 lb 1 DECK PLAN S2.0 scale: 1/4" = V-0" ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. 7. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 8. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACI 318-02. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 9. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES . . . . . . . . . . . . . . . . 1 1 /2" ANCHORAGE 10. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2508. WOOD 11. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, FB = 850 PSI (3X & 4X MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FB = 1000 PSI 12. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND COLUMNS. 13. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED ` TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM< NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF < THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS < WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER < THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ■A Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com 8/14/20 Project Contact Henry Nuckles tel 206 624 4760 ex. 32 fax 206 447 6971 hnuckles@harriottvalentine.com Project Architect H2D Architecture 23020 Edmonds Way Edmonds. WA 98020 Project Sommer Huse Residence 24014 74th Ave Edmonds, WA 98026 Issue Date Issue Description 7/17120 Permit Submittal 8/14/20 Corrections Response Building Department Approval Drawing Title GENERALSTRUCTURAL NOTES DECK FRAMING AND FOUNDATION PLANS Drawing Number S100 w U z w 0 w w Cn D iY w 0