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APPROVED PLN BLD2024-0138+Architectural_Plan+2.1.2024_8.29.46_AM+40332651.The construction project involves demolition of a significant portion of the existing structure. Please be aware that structures that are demolished to the level that meets or exceeds 75% of the replacement cost of the structure will not be allowed by city code to be rebuilt except to full -on standards for new construction. Reference Edmonds Community Development Code section 19.00.045. O" so Ic co AL sr IA HI, �I u� NC AL 'F e' l� a AS BUILT - LOWER FLOOR E z the permit approval process shall be as allowing or permitting the maintenance antly existing illegal, nonconforming or d building, structure or site condition which he scope of the permit application, regardless such building, structure or condition is he site plan or drawing. Such building, r condition may be the subject of a separate it action. GENERAL NOTES 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 2024 BY H2D, LLC. THESE DRAWINGS ARE PROTECTED 5Y FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 20181NTERNATiONAL RESIDENTIAL CODE (iRC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RE51PENTIAL ENERGY CODE AND VARIOUS CODES iMP05EP BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB 51TE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. -iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE SUBMITTED 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 DE RESPONSi13LE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RE5PON51BLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE DUiLPING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMP05EP OF COMPONENTS TO BE HELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WiTH INSTRUCTIONS PREPARED DY 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 1N CONNECTION WiTH THE WORK SHALL 13E REMOVED FROM THE PREMISES AND PISP05ED OF BY THE CONTRACTOR. THE PREMISES SHALL DE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL 5HORiNG AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPON5113iLiTY OF THE CONTRACTOR. -FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LiMIT, THE CONTRACTOR SHALL 5E RESPONSIBLE FOR COORDINATING WiTH THE SURVEYOR TO VERIFY THE ELEVATION OF THE STRUCTURE AS iT 15 BEING BUILT TO VERIFY ANY ELEVATION PISCRPANCiES THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD BE VERIFIED FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF SUBFLOOR, TOP PLATE AND RIDGE ELEVATIONS SHOULD 13E VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 DASED ON AN ASSUMED AVERAGE 501L DEARiNG OF 2,000 PSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL SOiL OR COMPACTED SOiL OF 2,000 PSF 5EARiNG CAPACITY AT LEAST 1'-6" 13ELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL DE FREE OF LOOSE SOiLS, DEDRiS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONSi51LiTY IN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED DY OTHERS. 4. ATTIC REQUIREMENTS: -APPLY ROOFING iN ACCORDANCE WiTH iRC CHAPTER 9. PROVIDE ATTiC VENTILATION AS INDICATED ON DRAWINGS AND AS OUTLINED iN iRC SEC R806. -THE NET FREE VENTILATING AREA SHALL DE NOT LE55 THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY DE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED 5Y VENTILATION LOCATED iN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED DY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOBSTRUCTED, READILY ACCESSiDLE OPENING. iRC SEC R807. ACCESS DOOR5 SHALL DE WEATHER5TRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. -1N ROOMS NOT PROVIDED WiTH AN OFERADLE WINDOW OF 1.5 50. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAFADLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL DE PROVIDED. -VENT DRYER, BATH FANS, AND RANGES/OVENS TO THE OUTSIDE. 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE DUILDING PER 1RC SECTION M1502.3 AND 1MC SECTION 501.3. -INSULATE ALL DUCTS OUTSIDE OF CONDITIONED SPACE PER WA STATE ENERGY CODE. -KITCHEN RANGE HOODS: RANGE HOODS CAFADLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER iRC M1503.6. 6. GLAZING: -TO BE iN COMPLIANCE WiTH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE A5 OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SUDJECT TO HUMAN IMPACT SUCH AS GLASS iN DOORS, GLAZING WiTHiN 24" ON EITHER SiDE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUD ENCLOSURES SHALL 5E WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLASS OK SHATTER RESISTANT PLASTIC. -SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL DE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" iN LEAST PIMEN51ON 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. -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 DE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FIN15HEI) SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. iRC SEC R310. 7. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO 1RC REQUIREMENTS AND THE WASHINGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR DARRiERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -DUILDING AiR LEAKAGE TESTING, PER SEC 402.4,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL DE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMADLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 403.1. -A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RE5ULT5 SHALL 5E PROVIDED TO THE DUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. -DUCT LEAKAGE TEST RESULTS SHALL DE PROVIDED TO THE DUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 90% OF PERMANENTLY INSTALLED LAMPS iN LIGHTING FIXTURES SHALL BE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiK FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL DE 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 FOR, AT A MiNiMUM, A 5-2 PROGRAMMADLE SCHEDULE (WEEKDAYS/WEEKENDS) AND DE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMADLE 5ET13ACKS PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 6-8'; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER iRC 311.7.8. MINIMUM 34" AND MAXIMUM 38" ABOVE TREAD NOSING. OPEN 51PES OF STAIRS MORE THAN 30" A50VE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO DE 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/21, AWAY FROM WALL. -GUARDRAIL: SHALL BE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4-3/8" SPHERE PER iRC 312.1. -INSTALL FiRE 13LOCKiNG AT MiP-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF USABLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE KEQ'T5 FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET 01. -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiNSULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL BE 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 DE 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 13LOWN-1N AT FLAT CEILINGS AND R-38 H.D. GATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE. -VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 iNTERRUPTED 5Y A HEADER (FOR EXAMPLE AT A SKYLIGHT OK 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 J015T SPACE UNLE55 NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -SLAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAD AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE iNTERRUFTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUIRES 1/2" GWB ON THE GARAGE SiDE. 5/8" TYPE'X' GWD WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND REAMS USE 1/2" GWD PER 1RC R302.6 -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 BE EQUIPPED WiTH A SELF -CLOSING DEVICE PER iRC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OK CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR BARRIER MAY 5E A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL BE INSTALLED 1N ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER 1RC. -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 iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL DE INSTALLED 1N ACCORDANCE WiTH TH15 CODE, NFPA 720-2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUD113LE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 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. 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL DE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL D15TROUTiON PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR 05STRUCT THE ViSi51LiTY OF THE CiRCUiT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT K-VALUES OF INSULATION INSTALLED iN OR ON CEILING/ROOF WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTOR5 FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL L15T THE VALUE COVERING THE LARGEST AREA. THE CERTRiFiCATE SHALL LiST THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. - THE DUILDING OK DWELLING UNiT SHALL BE TESTED AND VERIFIED AS HAVING AN AiR LEAKAGE RATE OF NOT EXCEEDING 5 AiR CHANGES PER HOUR. TESTING SHALL BE CON W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE E@JET,�9�,H.t61AMbM dFfJ& ffi*TR6_ 46 f6Td AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL 13E PERFORMED AT ANY TiME AFTER CREATION OF ALL PENETRATIONS OF THE DUILDING THERMAL ENVELOPE. �NQ 14. LIGHTING EQUIPMENT Please apply via MyBuildingPermit.com - NOT LE55 THAN 90 PERCENT OF LAMPS 1N PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HiGH-EFFICACY LAMPS - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS Citi ..................... ........................ jj%�%i% Work INTERIOR REMODEL fi SiTE ------------------------------------------------------------------- Address I 17802 TALBOT RD ���r✓ �A . �. Owner COLE r \ co Approved Date 0371.8%2024•.................................................. _ 1 ..........�............................•--.....................................-- -- - - > Building Official Erg - - 1 9 ................. I 1 Permit Number BLD2024-0138 �- 1 1 1 I _ I 1 PROJECT INFORMATION PROJECT OWNER: CHARLiE AND ELiSSA COLE 6075 SEWARD PARK AVE 5 SEATTLE WA 98118 PROJECT ARCHITECT: HEiDi HELGESON PROJECT DESIGNER: L15A MONTALVO/LAUREN GROTH H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: DENNIS TITU5 CG ENGINEERS 250 4TH AVE 5, SUITE 200 EDMONDS, WA, 98020 425-77&-8500 PROJECT DESCRIPTION: INTERIOR REMODEL FOR ALL FLOORS OF EXISTING HOME. PROJECT ADDRESS: 17602 TALBOT RP TAX LOT NUMBER: 00594400003702 LEGAL DESCRIPTION: SECTION 7, TOWNSHIP 27, RANGE 4, QUARTER 5W TALBOT PARK BLK 000 D-02-PENDING LEGAL DESC CHANGE - FAR B CiTY ED 13LA NO PLN 2020-0031 REC AFN 202012095001 BEING A PTN OF LOT 37 SD PLAT LESS 5 FT OF LOT 37 TO CiTY ED 1843/1543 AFN 5405140215 LAND USE CODE COMPLIANCE STATISTICS "REFER TO 02 SHEET FOR LAND USE CODE COMPLIANCE STATISTICS ENERGY CREDIT INFORMATION "NO CHANGE TO CONDITIONED SPACE; NOT REQUIRED 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 0.029 BELOW GRADE WALL 10/15/21 iNT + T13 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A SHEET INDEX 01 02 A1.0 AMA A1.1 D A1.2 A1.3 A1.4A A1.4B A1.5 A1.6 A2.0 A2.1 A2.2 A2.3 A3.0 A3.1 A4.0 A4.1 A4.2 A5.0 A5.1 51.1 51.2 52.1 52.2 52.3 52.4 53.1 54.1 55.1 55.2 56.1 56.2 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A543U1LT PLANS SiTE PLAN LOWER FLOOR DEMOLITION PLAN MAiN FLOOR DEMOLITION PLAN MAiN FLOOR DEMOLITION PLAN 9 GARAGE UPPER FLOOR DEMOLITION PLAN LOWER FLOOR PLAN MAiN FLOOR PLAN UPPER FLOOR PLAN ROOF PLAN WINDOW AND DOOR SCHEDULES EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS DUILDING SECTIONS SUiLPING SECTIONS WALL SECTIONS & DETAILS ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE WALL SECTIONS & DETAILS WALL SECTIONS & DETAILS APPROVED TYPICAL DETAILS TYPICAL DETAILS STRUCTURAL NOTES PLANS MUST BE STRUCTURAL NOTES FOUNDATION PLAN MAIN FLOOR FRAMING PLAN UPPER FLOOR AND LOWER ROOF FRAM01N JOB SITE UPPER ROOF FRAMING PLAN SCHEDULES FOUNDATION DETAILS WOOD FRAMING DETAILS WOOD FRAMING DETAILS ROOF FRAMING DETAILS ROOF FRAMING DETAILS Building Department PL SW r1A OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ii--------------------------------------------- Interconnected Smoke Alarms Are A Requirement Of This Permit In Accordance With R314.2.2 7NMEST CQUNTY PARK ...... if; .... I ...........:...::: i..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: ,. ................ :::::............:::........... ��.... ,:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ......:.... i,� I: .......... i �. ...: ............. is. ------------ EW D� �YM 180TH PL 5W w � � Q w = oUJ TH STISW 1 1 VICINITY MAP (NTS LL W U z � Q0 N W 00 CY) 0 O Q U) M W � Q W CV 8 Z O J � � O 0 U APPROVED BY PLANNING Apr 30 2024 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON r a t-*"% a I 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: 1 /31 /2024 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 01 AS BUILT - MAIN FLOOR SCALE: 5/32" = 1-0" z AS BUILT - UPPER FLOOR SCALE: 3/32" = 1'-0" ( 3Z LAND USE CODE COMPLIANCE STATISTICS ZONE: KS-20 CRITICAL AREAS: LANDSLIDE AND EROSION HAZARD; WiLDLAND URBAN REQ'D SET[3ACKS: FRONT: 25' REAR SETBACK: 35'&10' SiPE SETBACK: 25' PARKiN(-,- 3 EXISTING GARAGE PARKING SPACES TO REMAIN 5UiLPING HEIGHT 13UiLPING HEIGHT LIMiT = 25' INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION NO CHANGE PROPOSED EXISTING LOT AREA: EXISTING HOUSE & GARAGE: EXISTING DECK: EXISTING GAZEBO: EXISTING LOT COVERAGE: ALLOWED LOT COVERAGE: PROPOSED *NO CHANGE PROPOSED 75,358.8 SF (1.73 ACRES) 4,431.7 SF 1,571.1 5F 315 SF 6,317.8 5F (8.4%) 75,358.85F X 35% = 26,375.6 SF OK LOT COVERAGE: M PROPOSED EXiSTiNG HOUSE/ROOF: IMPERVIOUS EXISTING WALKWAYS & STAIRS: SURFACE: EXISTING DECK: / EXISTING PATiO (UPPER): — _ / EXISTING PATIO (LOWER): SS Ens / / / EXiSTiNG DRIVEWAY: / • L • ME ' KE 1 — — / / / EXISTING IMPERVIOUS SURFACE: /—---�___C#1 12-- / / L S --S /-. --- / S M-LDS CO �/ / //• /' / '�FMQ 91M WALKWAY •--.! LL 435.3g'w0 O o — N 82°245"W C/ / EX UPPER PATIO EX 40 / — . — / DECK COVER EX DOG— / C/ ',OVER EX DEC M, > I FOOTPRINT EXISTING / — / ATTACHED / / I EX RET. WALL I EX DECK GARAGE ; I I II I 6o � I / / I� ,' EX LOWER PATIO / I �� , / ------------ U-j 70/ 1 W / 1 0 TALB T ROA EX DRNEWAY / I — 55-E E�1T: REC #206949V /\ 1 w ED D5, A 98020 Y I I iNTEiOR — \ REM DEL / 25'-0" M I LU \ \ ? N EX S.F.R. o / ' / I I RED FRO T / rn I \ \ 1 / ; �' I I I YARD III 0 \ \ / I Ln / / a I Z _ I EX GAZEBO \ \ / p _, EX PLANTER ; / jrn 25'-0" REQ'D Er L REAR �\ ; EX R 'M �, M; / / i J O YARD W�1L l / I a / I \ / Q Im gOj / +C /1C'�0' // I W i I \ \ X WA L / + / / A0' 1 EX DRIVEWAY O LU U) w Cn LLJ ----------------\-- - - - - ------------------------ - -�'-- L - - - - -- %/_____ _________ �M 55 EASEMENT: REC #2127168 / / c� cs > 13 ' w i S S S S- S -S S- S S S S S S S S\ S \ S S . S S S S S S S '� S S S S S S i /S S S S S S S M M M M M M iv M �� M M M M M M M M / SITE PLAN SCALE: 1" = 20' NOTE: 1. SiTE PLAN PER CiTY OF EDMONDS GiS MAPPING 2. ALL UTILITIES TO BE LOCATED AND VERIFIED PRIOR TO ANY GROUND DISTURBANCE. 3. ALL EXISTING TREES TO REMAIN; PROVIDE TREE PROTECTION FOR ALL TREES WiTHiN CONSTRUCTION SiTE AT DRiP LiNE OR GREATEST EXTENT POSSIBLE 4. REFER TO STRUCTURAL ENGINEERING DRAWINGS AND CALCULATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. AVERAGE EXISTING GRADE POINT ELEVATION A 86.5' D 90.0' C 92.0' p 82.0' 350.5F/4= 87.6' = 87-8" (ROUND TO NEAREST INCH) AVERAGE GRADE=87'-8" 25' HEIGHT LIMIT = 112'-8" RS-20 N N Zone Corner Flag Setbacks: Required Actual 25' ------------ : 217'3" Front = -- -- ------------- ' 59110"S Sides -10'/35'* ----- 107"N ------------- 25' 26'6" Rear :----------- =---------- Other - ____ _ ' 25' Height 5222.8 5F +/- 1868.1 SF +/- 1233.6 5F +/- 1146.9 5F +/- 2061.9 SF +/- 9576.8 SF +/- 21,110.1 5F +/- (28%) NO CHANGE PROPOSED W U z Q0 N W 00 O-) 0 O Q U) W � Q LLJ N 0 Z O J � O 0 U 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE 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: 1 /31 /2024 PERMIT SET SITE PLAN, LAND USE CODE COMPLIANCE STATISTICS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT *Minimum 10', opposite sides totalling at least 35' l�L 0 0 DEMO BEARING STUD WALL PER STRUCTURAL (THIS AREA TO BE REPLACED W/ 2X6 STUD WALL) EXISTING POSTS & BEAMS TO REMAIN; MODIFY PER STRUCTURAL II III IIF — — — — — — — — II II II ---- m 8'-0" +/- EX EXTERIOR STAIR TO REMAIN 1'-5" 3'-4" +/- o U 0 x2b,, DEMO FOR NEW ARCHED DEMO FOR NEW ARCHWAY �\ WINDOW PER STRUCTURAL. PER STRUCTURAL DEMO CURVED WALL VERIFY CENTERED BETWEEN BRICK BUMP -OUTS PREP AREA FOR NEW S.O.G. PER STRUCTURAL EXISTING POSTS & VERIFY ARCHWAY 15 r � 000 Ir - - - - -i �---�r-� + DEMO FOR NEW DOOR u I 7-91/2" +/- 12'-2" EX INTERIOR WALL TO I I I I I I DEMO FOR NEW DOOR REMAIN 9 AREA OF ELECTRIC PANELS I II I o + _ ____ ------------ - - -=J�-------------- II II 14'-5" I I LJ EX HEAT PUMP TO REMAIN; MODIFY DUCTING AS NEEDED F FOR REMODEL �°C=-] C--�� II II O O I ■■ _ ■■ O O II II -- — =J L — — — —, r I I DEMO BEARING r -- J F- - - - - WALL PER 1 r---1 STRUCTURAL L - - - -� III I �--J j- - - - - - - - - - - - - - - II L_I DEMO CHIMNEY DEMO INTERIOR WALLS, FIXTURES, AND FINISHES, TYP U.N.O. I Ii Li I II II II DEMO WATER HEATER; VERIFY NEW OR RELOCATE �I BEAMS TO REMAIN; MODIFY PER STRUCTURAL DEMO FOR NEW WINDOW CENTERED BETWEEN '% BUMP -OUTS 9'-1 7/8" +/- DEMO DOOR; PREP FOR REPLACEMENT & INCREASED HEIGHT DEMO CHIMNEY DEMO INTERIOR WALLS, FIXTURES, AND FINISHES, I TYP U.N.O. II I II i i ♦ I I I I II i��/ II � / II �_� ♦_� , If I J r-t L9 I/ / / � A ---I =2 Ne ------------------------------ , r / �\� I IrT�I I 23'-6 3/4" LJ DEMO INTERIOR BEARING WALL PER I - -L STRUCTURAL I I I DEMO iNTERiOR I I I I I STAIR; PREP TO - Li iNFiLL FLOOR - T I - - - - - - - EX FLUSH BEAM ABV I N DEMO SLAB THiS AREA FOR GOLF I I 1 1 TO REMAIN (VERIFY) SIMULATOR DiG DOWN PER STRUCTURAL L41 c- -J DEMO EX POSTS rl I I I I I EX BEAM TO REMAIN I I II I rr I II II II II II II II I I I II I \\ I II I I II I II I I I I I --------------------------- Lol DEMO FINISHES & FIXTURES AT WiNE CELLAR �Cq SALVAGE WiNE CELLAR DOOR FOR RE -INSTALLATION DEMO INTERIOR STAIR w U z � Q0 N �J � 0 O Q m w � 0 LLJ N o Z O J � � O 0 U 9716 REGISTERED ARCHITECT iSTAT MICHELLE HELGESON E OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET LOWER FLOOR DEMOLITION PLAN RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LOWER FLOOR DEMOLITION PLAN SCALE:1/4" = T-O" NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 2. ALL SHORING TO BE THE RESPONSiBiLiTY OF THE BUILDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. 3. VERIFY R.O. DIMENSIONS OF ALL NEW DOORS/WINDOWS PRIOR TO EXTERIOR WALL/ 0 EXISTING WALLS CONCRETE DEMOLITION r _ I DEMO WALLS 4. REFER TO STRUCTURAL -71 A1.0 DEMO EX RAILING, TYP r--- DEMO EX POST EX WINDOW TO REMAIN; SNAP OUT GRIDS, PREP FOR RE -PAINT, TYP DEMO EX RAILING, TYP r r----- - - - - -- L - J DEMO CURVE WALL & WINDOWS EX WINDOWS TO REMAIN; �-- ---� SNAP OI1T (-7RIDS_ F RFP �C✓_ �' — — _ I tMFtKtL) C�LA55 YANtL DEMO EX BEAM R II �� II'Ti I I I fl EX WINDOWS TO REMAIN; SNAP OUT GRIDS, PREP FOR RE -PAINT, TYP -------- - - - --T 7 L - J DEMO FiNiSH DECKING; PREP FOR NEW WATERPROOF SURFACE (EX FRAMING TO REMAIN) DEMO BAY WINDOW TO BE REPLACED W/ S.G.D. DEMO EX POST IG-G t/- VERiFY R.O. EXISTING DOOR FRAMING TO REMAIN; PREP FOR RE -PAINT AND NEW PANEL -DEMO INTERIOR STAIR; PREP TO iNFiLL FLOOR -DEMO FENCE FOR DOG RUN EXTENSION LLI U z Q0 N LLJ . 00 or) 0 O Q W � 0 LLJ N 0 Z O J � � O LU U 9716 REGISTERED ARCHITECT iSTAT MICHELLE HELGESON E OF WASHINGTON ra t-*"% a I H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET MAIN FLOOR DEMOLITION PLAN RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = P-0" NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 0 EXi5TiNG WALLS 2. ALL SHORING TO BE THE RESPONSiBiLiTY OF THE BUILDER. r _ I DEMO WALLS CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. N Al.lA MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = P-0" 0 EXISTING WALLS F- =1 DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 2. ALL SHORING TO 13E THE RESPONSiBiLiTY OF THE BUILDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. GARAGE EXISTING GAR, TO REMAIN; PR RE -PAINT, TYP EXI TO RE N w U z � Q0 N w � 0 O Q U) m w � 0 LLJ N 0 Z O J � � � O 0 U 9716 REGISTERED ARCHITECT iSTAT MICHELLE HELGESON E OF WASHINGTON ra t-*"% a I H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET MAIN FLOOR DEMOLITION PLAN @ GARAGE RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al.lB DEMO RAILING; EX BALCONY TO REMAIN DEMO DOOR TO DE REPLACED W/ WINDOW EX WINDOW TO REMAIN; SNAP OUT GRIDS, PREP FOR RE -PAINT, TYP DEMO INTERIOR WALLS, FIXTURES, AND FINISHES, U.N.O. DEMO CURVE WALL DEMO DOOR TO BE REPLACED W/ WiNDOW DEMO RAILING; EX BALCONY TO REMAIN DEMO WINDOW; PREP FOR NEW OPENINGS, PARTIAL iNFiLL 7'-011 4'-1" 1'-8" L, 2-71/2" NEW OPENING NEW iNFiLL NEW OPENING OPENING I I L I I _FH DEMO FIREPLACE AND CHIMNEY; PREP TO iNFiLL ROOF ABOVE DEMO INTERIOR STAIR; PREP TO PARTIALLY iNF1LL FLOOR � \ IL------- Jlr-il !j� \\ II o�l L — — — --I r_ __ I� 11 I� DOME CEILING 11 I -- I L. J 1 1 1 III A13OVE TO 13E I 1NFiLLED / L� J L L,J— — — — —— -i7 II II \\ �` II � C- -------- - - - -- � II a / II L411� DEMO CHIMNEY; PREP TO I I 1\ I I o iNFiLL ROOF ABOVE ry \ I \ III ��—____= \ II I u I I DEMO RAILING EX WINDOW TO REMAIN; SNAP OUT GRIDS, PREP FOR RE -PAINT, TYP UPPER FLOOR DEMOLITION PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS r I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 2. ALL SHORING TO BE THE RESPONSIBILITY OF THE BUILDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. EX WINDOW FRAMING TO REMAIN; PREP FOR RE- PAiNT AND NEW TEMPERED GLASS PANEL n �I II Fr-- 1r-------- Ir ,I II II DEMO INTERIOR WALLS, FIXTURES, AND FINISHES, U.N.O. II F"I- II Ij IL-------JL- Ir- — — — — — — — — — — II �II I II j II LL EX WINDOW TO REMAIN; SNAP OUT GRIDS, PREP INI INI FOR RE -PAINT, TYP to �f 11 DEMO DOOR & SiDELiTES; \\ // PREP FOR REPLACEMENT iN \\ // EX R.O. i DEMO RAILING; EX BALCONY TO REMAIN r 2'-91/2'' dO ARCH OPENING TO BE LLED DEMO INTERIOR ST TO iNFiLL FLOOR OUTLINE OF MAiN BELOW, TYP PREP Lu U M Q0 N z Lu 00 O OF) Q w � 0 LLJ N o Z O J r-- O o U 9716 REGISTERED ARCHITECT 5ST 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 . 3 7 34 www.h2darchitects.com DATE: 1 /31 /2024 PERMIT SET UPPER FLOOR DEMOLITION PLAN RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,2 0) TO F.O. BRICK TO F.O. BRICK 1'-6 3/8"m m LL 0 0 VERIFY CENTERLINE OF NEW STUD WALL TO MATCH CENTERLINE OF EX STUD WALL VERIFY STUD WALL LOCATION CLEAR OF + EX DUCTING cif Y') + EXISTING HVAC DUCTING TO REMAIN; VERIFY LOCATION '-101/8"+/- 4'-8" 8'-O" 3'-2" 8'-O" 11'-31/211 ` 9'-0" +/- NEW ARCHWAY NEW ARCHWAY `� NEW ARCHWAY WINDOW: 3' SiLL HT WINDOW: 3' SiLL HT `� 7HEIGHT (VERIFY) (VERIFY) PER STRUCTURAL PER STRUCTURAL PER STRUCTURAL 0 A I I I I I I I A A3.1 A3.2 EX PATIO 1 EX S.O.G. 1 A4.1 r--------� I I A4.2 —INSTALL CONCRETE WALL AND SLAB INSTALL ONCRETE WALL AND SLAB I I I +/-2-91/2" ABOVE PATiO FLOOR THiS AREA PER STRUCTURAL +/-2'-91/ AREA PEIR " ABOVE PATiO FLOOR THiS STRUCTURAL I 1---1r------------------- -- - - - - ---------------��-�'--I - I NEW DROPPED BEAM EX POSTS & + 1 I II 1 I II PER STRUCTURAL BEAMS TO I 17'-0" REMAIN; STORAGE MODIFY PER AREA 01 18'-6" 4'-91/2" STRUCTURAL RAT SLAB (UNCONDITIONED) p IL — — — — — I — — — — — � , I z Q NEW WALL PER 80 CFM FAN, VENT STRUCTURAL AT TO OUTSIDE + AREA OF CURVED 50 CFM FAN, VENT o WALL DEMO TO OUTSIDE 11'-7 5/8" +/- 3'-41/2" ]] 7-41/2" o2 EX ELECTRICAL PANELS GAS GUEST CARPET UPGRADE REQ'D. 2X6 Li N L It PLAUMBiNG WR INSTALL GAS - TEMPERED FRAMELESS GLASS ® 33 STUB FOR WATER _ 15 BATH SHOWER PANEL & DOOR HEATER (2) NE F TiLE W U ❑F - 14 \ WC / 0 L - 5'-61/2" 9'-10" F W SHWR SHLVS 2'-1" 3'-51/2" 4'-8" 5'-2" '6"x4' " 13 BATH MECH = TiLE EX S.O.G. 0 2X6 PLUMBING WALL ® W/D 12 S.D. CLOSET F N R&S 11 WIVIP EAT HEAT 4UMP 16 O 2" I � I L - - NEW-€L€CT? 24'-01/4" +/- 19 9'-1" NEW ARCHWAY 7HEIGHT PER STRUCTURAL 1'-2 1/24/ -7 7/8" EXISTING PLANTER AND RETAINING WALLS — — — — — — — — — — — — — -- -- 1 -------------- 1 , 6'-2 1/8" OVERED �� PATIO ��� - S.O.G. (SLOPE AWAY FROM HOT TUB BY OTHERS HOUSE TO DRAINS) 10-1 3/4" +/- 7'X8' DRAIN DRAIN (VERIFY LOG.) (VERIFY LOC.) EX POSTS & BEAMS TO + REMAIN; o MODIFY PER STRUCTURAL— � 03 TEMPERED FRAMELESS GLASS SHOWER PANEL & DOOR _---80 CFM FAN, VENT TO OUTSIDE REC TEMPERED TiLE GLA55 WALL AND POOR — 4'-5" 5'-10 5/8" 6'-11110 2'-7" 1'-10" BARN LD 50 CFM F VENT DOORS o8 EX PLENUM CENTER TO OUTSIDE DOOR Cad CLOSET Make up air shall be o9 36" HT HN RL 56" HT GLASS GRDRL 4'-101/2" -61/2provided. PN R 7 FRAME WINE ROOM T 11" NEW DROPPED BEAM WALLS AROUND EX _ LOUNGE o PER STRUCTURAL DUCTINTiLE m 0 36" HT GRnip L I —17 —G.L. GLASS WALL WiNE ROOM LAYOUT 3'-3" 3'-4" TEMPERED PER WiNE ROOM +/- GLA55 WALL DOOR CONSULTANT ------,,,AND WINE TiLE 1 I 1(3R 0 71/2' A r j 1479 IT, UP L NPI G LD L Lq I I SiNK — I I I I TR I` — —Pw 1I DUCTLESS MiNi SPLIT FOR WiNE ROOM TEMP CONTROL. INSTALL HUMIDITY CONTROL. VERIFY LOCATION AND SYSTEM PRIOR TO CONSTRUCTION. REFER TO WiNE ROOM CONSULTANT FOR ADDITIONAL INFORMATION AND HVAC REQ'TS II A3.1 64'-11 1/2"+/- o- ----- --------------- INSTALL 30GAL ---- ----- --- ----------------------- UP UP ---- 10 � SUMP BELOW 0 LANDING PER MFR 7 GOLF/ N w - 0) THEATER LU 0z Q INSTALL WALL 4' PIG DOWN 0 ( ) ACCESS HATCHUz FOR SUMP PUMP o = Q ENG. cs) N HARDWOOD TURF 1'-1 1/4"+/- MODIFY FOUNDATION WALLS AS NEEDED PER STRUCTURAL AREA OF DiG DOWN ai�1L611 OUTLINE OF EX GARAGE FOUNDATION ABOVE 1'-101/2" z 4'-10 3/4" 7'-3" 4'-10 7/8" +/- 1'-10" 5'-1' — — ww M INSTALL NEW DOOR iN EX R.O. WIDTH 0 of II FI o7 N GYM RUBBER TiLE - OVER EX S.O.G. II II II II F II 80 CFM FAN, VENT TO OUTSIDE. INSTALL fin// HUMIDITY II DETECTION II _ C\� INSTALL SUPPORT II � II PER STRUCTURAL I FOR CEILING MOUNT BOXING BAG. VERIFY LOCATION W/ OWNER II II A A3.2 5'-2 1/8" Ia ± -o'll r—ALIGN 05 STORAGE AREA RAT SLAB (UNCONDITIONED) O EX C.O. Q 0 STORAGE EX S.O.G. 12'-2 1/4"+/- U Ik m d LL 0 INSTALL RACKS FOR HOME AUTOMATION STORAGE REQUIREMENTS VERIFY LOCATI N AND SiZE B A3.1 LD N N A A4.0 A3.0 2 LD N N Hot tub has not been included in this permit. Please apply for seperate NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING; REFER TO SCHEDULE & MANUFACTURER FOR OPENING SiZE. 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 SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. HARDWIRE AND 7-5' /- INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP A5 REQUIRED. 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MiNiMUM FROM BATHROOM DOORS. L L1 U z � � N LJJ � � 0 O Q W � o L L1 N 00 Z O J � � O 0 U 9716 REGISTERED ARCHITECT /k. HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET LOWER FLOOR PLAN RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 EXISTING WALLS ® NEW WALLS LOWER FLOOR PLAN 5CALE:1/4" = 1'-0" 89'-8 7/84/- �Z GROSS FLOOR AREA (MEASURED FROM iNSiDE OF EXTERIOR WALLS) EXISTING MAiN FLOOR AREA: 2833.8 SF PROPOSED MAiN FLOOR AREA: 2814.7 SF EXISTING/PROPOSED LOWER FLOOR AREA: 2698.9 5F EXISTING UPPER FLOOR AREA: 2166.0 5F PROPOSED UPPER FLOOR AREA: 2151.9 5F EX GARAGE (UNCONDITIONED): 1154.7 SF PROPOSED GARAGE (UNCONDITIONED): 1163.8 5F TOTAL EX. CONDITIONED AREA (ALL FLOORS): 7699.5 SF TOTAL PROP. CONDITIONED AREA (ALL FLOORS): 7665.5 5F 1'-7" +/- NEW 36" HT. GUARDRAIL G J-11 7/- A A3.1 1 A4.1 80'-8 NEW 36" HT. GUARDRAIL NEW 36"HT GUARDRAIL/ HANDRAIL, TYP PERGOLA POSTS BY OTHERS UNDER SEPARATE PERMIT A A3.2 1 A4.2 NEW 36" HT. GUARDRAIL PERGOLA POSTS BY OTHERS UNDER SEPARATE PERMiT------\ OUTLINE OF NEW PERGOLA BY OTHERS & STRUCTURAL UNDER SEPARATE PERMiT--Z l �c� 81'-11 7/8" +/- 24'-01/4" +/- 1 17-0 5/8" +/- BBQ ° 15'-8 7/0" 6-2 1/4" 3'-51/4" 4'-8 7/8" m 6-6" 6-6" 17-51/8" +/- 6-71/8" +/- 6-6 5/5" 10'-6" +Q m CS, ,� PERGOLA o 03 04 UNCOVERED DECK COVERED DECK DECORATIVE O O o � POSTS BY w KNEE BRACE TO F.O. BRICK TO F.O. BRICK REPLACE WATERPROOF SURFACE, REPLACE m OTHERS UNDER �w z= ABV —_ —_ —_ —_ INSTALL NEW TiLE I TiLEURFACE, SEPARATE NEW DECORATIVE (SHADED AREA) p Ii PERMIT EVO 11'-5 7/8" +/- 2'- KNEE BRACE ABV 27'-311 � NEW WALL 2'-91/8" 2R Ca 6" 1 + z 0 + 1TC@11" 1 ° o z o EXiSTiNG c��f w DINING w DIN 1 LANDING TR�@6" LNDG HARDWOOD - o o5 �9 WD DECKING OVER EX WATERPROOF DN TO F.O. BRICK S SNAP OUT GRIDS; E iSTiNG TRANSOM DECK TO F.O. NEW WINDOW SE c - REPAINT, TYP @ EX WINDOWS TOREMAIN = - ---20--------------- ---- - _____ ---- �\ �1 \\ \L-�� SNAP OUT GRIDS; _ II II II II II II 11 NEW FRAMED WALLS AT 11 CLERESTORY PER STRUCTURAL 1 11 OUTDOOR COUNTERTOP ��\ 0 TO F.O. + REPAINT, TYP Ca@ EX II II 11 SNAP OUT GRIDS; BRICK WINDOWS TO REMAIN o II II REPLACE DOOR UNIT REPAINT, TYP 9 EXEl II II ONLY; EX JAMB/ WINDOWS TO REMAIN o I� Q IIII IIII FRAME TO REMAIN & =Q PLAY e45" 11 11 REPAINTj I SINK o rn C.L. w Q 1---------- HARDWOOD CL II II 11 11 OPEN TO - o KITCHEN 1 z 1w POT FILLER Q wz _ R00 _ J w -- ROOM II II ABOVE q Q to HARDWOOD o Z w II II LIVING II II III � B II II HARDWOOD o® y3 A3.1 co II I 111 I yZEF� I A3.1 INSTALL FIREPLACE II II SITTING ISLANDOAK o 3.7 3'-1 5/8" AT CENTER OF ROOM; 2X8 WALL FOR y V HARDWOOD VERIFY FRAMING STACKING DOOR i V > + SALVAGE/REINSTALL REQ'TS W/ MFR JAMB (VERIFY W/ i I jIn EX WiNE CELLAR 0 MFR REQ'T5) i I DOOR S p i I NEW BEAM PER J `p 0 32 CENTER DOOR #291 I STRUCTURAL; I II III I II I II I I w INSTALL 6 00 CFM RA GE HOOD; 9 CLOSET WALL I I WRAP PER DETAIL + N 1 1 2-4 2-41/2II 13-31/2 8-61/2 6-71/2 HOODS OVER 400 CF REQUIRE d� C LO JCTR DOOR iNFiLL FLOOR MAKE UP AiR. MAKE P AiR TO VERIFY EXISTING CRPET 29 0 HALL i I DRY BAR (OVERFRAME cz BE INTERLOCKED WiT FAN i I 2X6 80 CFM FAN; VENT PER I OPERATION AT A RAT o DUCTING LOCATION. PWD i I BE �I PLUMBING TO OUTSIDE STRUCTURAL) APPROXIMATELY EQUAL TO THE co FURR AROUND W/ TiLE TV 13UILT-IN FRAMED WALLS F CLOSET I 1 I WALL EXHAUST AiR RATE THAT 15 iN AND GWB I I I SINK DW EXCESS OF 400CFM ER w � Et] � COFFEE I � � \ N�2X6 PLUMBING WALL -1 + z L - - — 50CFM FAN, VENT TO 28 N LD k o OUTSIDE 5 SOUND — — m H N DAMPENING IN = -7 3/8" 5'-41/2" 4'-6 3/4" 9'-11 1/2" +/ N � o BATH 6' WALLS c� TiLE F 1 F WATER I � OFFICE = O06 °L _ _ 24 ``� SPOUT --J �+_"- c0 1 R 71/2 (Jj 25 PANTRY Q REPLACE DOOR UNiT HARDWOOD ;� �_- _I z O GUEST N HDWD 23 ONLY; EX JAMB/ 1 41 A MODIFY FINISHES N - ENTRY Lu HARDWOOD � LiN N SHWR 1 -� FRAME TO REMAIN & A A30 EXISTING CABINETS. 6 D L/ 1Z RL T HARDWOOD 4'X5'2" aj REPAINT A4.0 A3.0 REFER TO INTERIOR LL1n_ _ ' - 4'-31/2" DESIGNER 6" ND L/ R RL HT 1 O �' - L- o 0 26 S D c� o E 0 W� PARTIALLY iNFiLL 1 AN iN e S.D./C.M.D - OPENING AT NEW 1 = 1 5'-2 /8"+/- cn 6112" STAIR BENCH DN 1 @ 11' HALL TiLE HALL Qp- TO F.O. BRICK EXISTING EXISTING EX15TiNG EXISTING 07 08 IL R EGRESS + Fz A TiLE _ _ _ -� EXTEND DOG RUN; SNAP OUT GRIDS; ARCH SNAP OUT GRIDS; �' C° ,z A3.2 - MODIFY + °L o 118° I HARDSCAPE cm REPAINT, TYP Cad EX TRANSOM REPAINT, TYP Cad EX � wo m �'"10 � (GRAVEL OR TURF) d WINDOWS TO REMAIN 15'-10 3/ 7'-101/8"+/- WINDOWS TO REMAIN o MUD 0 k 16-61/2 +/- 23-81/2 19-8 5-01/2 64'-11 1/2" TILE LNDG +/- ~ � EX BENCHES/HOOKS � REPLACE GLAZING W/ 13 UPPER TEMPERED GLASS; = REPAINT, TYP 9 EX PORCH REPLACE DOOR UNiT � STORAGE VERIFY EX OR WINDOWS TO REMAIN EX ONLY; EX JAMB/ INSTALL NEW 50 U' FRAME TO REMAIN & CFM FAN; VENT EX ENTRY POSTS TO REMAIN, REPAINT TO OUTSIDE REPLACE EX WRAP tr.lcr e 1 1 2n.,nn.,n NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING; REFER TO SCHEDULE & MANUFACTURER FOR OPENING SiZE. 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 SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MINIMUM FROM BATHROOM DOORS. EXISTING WALLS ® NEW WALLS MAIN FLOOR PLAN IN IN LL1 U z � Q0 N LLB � � 0 O Q v! m LLJ � 0 LLI N 0 Z O J � � O 0 U 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON Ira-r00% 11 H 2 D A R C H IT E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS1 WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /31 /2024 PERMIT SET MAIN FLOOR PLAN RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE:1/4" = 1'-0" . O1 WATER HEATER REQUIREMENTS INSTALL (2) NEW GAS WATER HEATERS AT LOWER FLOOR. CONFIRM SELECTION AND LOCATION W/ OWNER PRIOR TO PURCHASE AND INSTALLATION. 1. PROVIDE SHUTOFF VALVE Cad CONNECTION TO APPLIANCE. 2. PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RE515T HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WiTHiN THE UPPER 1/3RD AND LOWER 1/3RD OF THE APPLiANCE'5 VERTICAL DiMENSiONS. AT THE LOWER POINT, THE STRAPPING SHALL MAINTAIN A MiNiMUM P15TANCE OF 4" ABOVE CONTROLS. 3. ALL WATER HEATERS iN UNCONDITIONED SPACES, OR ON CONCRETE FLOOR5 iN CONDITIONED SPACES, SHALL BE PLACED ON AN INSULATED SURFACE WiTH A MINIMUM THERMAL RE515TANCE OF R-10, AND MiNiMUM COMPRE551VE STRENGTH OF 40P510R ENGINEERED TO SUPPORT THE APPLIANCE. I HVAC REQUIREMENTS 1. EXISTING AiR-SOURCE CENTRALLY DUCTED HEAT PUMP SYSTEM TO REMAIN. MODIFY EXiSTiNG DUCTING AS REQ'D FOR REMODEL. 2. VERIFY MiNiMUM UNOBSTRUCTED TOTAL AREA OF THE OUTSIDE AND RETURN AiR DUCTS OR OPENINGS TO HEAT PUMP SHALL NOT BE LESS THAN 6 SQUARE INCHES PER 1,000 BTU/H OUTPUT RATING OR AS INDICATED BY THE CONDITIONS OF THE LiSTiNG OF THE HEAT PUMP. 3. PER iRC 1505.4: VERIFY WHOLE HOUSE VENTILATION SYSTEM INTEGRATED WiTH THE FORCED AiR SYSTEM. 4. VERIFY INTEGRATED WHOLE HOUSE VENTILATION SYSTEM SHALL OPERATE CONTiNUOUSLY. PROVIDE CONTROLS TO ALLOW OPERATION OF VENTILATION SYSTEM WITHOUT NEED TO OPERATE HEATING SYSTEM. A LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)". 5. CONTiNUOUS WHOLE HOUSE MECHANICAL VENTILATION MiNiMUM AIRFLOW RATE OF 135 CFM. REFER TO iRC TABLE M1505.4.3 (1). 6. ELECTRIC DUCT HEATERS SHALL BE INSTALLED iN COMPLIANCE WiTH iMC M1407 7. SUPPORT AND FOUNDATIONS FOR THE OUTDOOR UNiT OF A HEAT PUMP SHALL DE RAISED AT LEAST 3 INCHES ABOVE THE GROUND TO PERMIT FREE DRAINAGE OF DEFROST WATER, AND SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. NOTES: 1. ALL DiMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DiMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING; REFER TO SCHEDULE & MANUFACTURER FOR OPENING SiZE. 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 SHALL 5E LISTED A5 COMPLYING WiTH UL 2054 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION iNSTRUCTION5. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MINIMUM FROM BATHROOM DOORS. 0 EXISTING WALLS ® NEW WALLS .�Or�.� a' o o w U z � Q0 N w � 0 O Q m w � 0 LLJ N 0 Z O J � � � O 0 U 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE OF WASHINGTON ra t-*"% a I H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET MAIN FLOOR PLAN @ GARAGE RECEIVED i7a071113111111111841yzl CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MAIN FLOOR PLAN rcD GARAGE SCALE:1/4" = 1'-0" �Z AlAB A3.1 A3.2 64'-111/4"+/- 1 1 17'-0"+/- A4.1 24'-01/4"+/- A4.2 15'-11 3/4" 8'-01/2" 6'-O 1/4" 8'-5" 3'-7" 4'-51/2" 8'-6" +l- 8'-6" +l- U u v 1'-61/2" m Dz m o ULL_ 0 0 LL- u- o m O O o INSTALL DECORATIVE SOFFIT ABOVE WINDOW 9 EAVE iN EX BAY LOCATION; PAINT TD,F.O. BRICK OUTLINE OF DECK BELOW PERGOLA BELOW BY OTHERS & STRUCTURAL UNDER SEPARATE PERMIT TO F.O. Mir BRiCK 11'-5 7/8"+/- o 2-91/8"+/- NEW WALL + 09 X o 12 + o Z C2 Lu o zo zcz p z O �C�l EXiSTiNG 13 EGRESS 14 15 TO F.O. BRICK EGRESS EXISTING SNAP OUT GRIDS; F ESTANPIN REPAINT, TYP 9 EX o WINDOWS TO REMAIN TUB o BED1 CARPET o PRIMARY WET OOM I 1 OUTLINE OF cif o� w OPEN BED IL DECK BELOW m TO BELOW HARDWOOD RBLE5 OUTLINE OF MAiN FLOOR 5'-0' 3'-10" 5'-10" 3'-51/2" 3'-81/2" 3'-01/2" N 3' BELOW B A3.1 TEMPERED FRAMELESS GLASS SHOWER PANEL AND 1'-81/2" 38 2'-O" - o TEMPERED FRAMELESS GLASS N _ BENCH B DOOR SOD SHELVES SHOWER PANEL AND N PRIM. Q 110 CFM FAN, VENT TO 1 \ DOOR J OUTSIDE, TYP 2X6 PLUMBING WALL o 39 O BATH TiLE 1 1 - 80 CFM FAN, VENT TO ® 6"X3'2" O � K? OUTSIDE, TYP Z 1 WR _ S.D./C.M.D = w F Z N N 1 iNFiLL EX ARCH OPENING OUTLINE OF o� c0 F F i cz 7'-0 3/4" 4'-11" - - GUTTER -+ CLO cif �' BELOW, TYP TH2 CARPET U -' 01 3'X6' TUB/ TiLE J 36 35 I rn _ 50 CFM FAN, VENT TO + SHWR I 36" GUARDRAIL HT. BOOK +ELVES _ N c\ 44 OUTSIDE, TYP 1 OUTLINE OF �? N U? N - 43 ROOF BELOW, N EXISTING HVAC 2X6 PLUMBING �' `� N F 2X6 PLUMBING WALL TYP DUCT TO REMAIN; WALL 3'-11 1/2" 1'-11" 5'-01/2" 34 -1 N - C VERiFY LOCATION 9'-31/2" 5'-101/2" 6'- � 2X6 WALL 6'-11" 2'-4" 41 _ LE 1 S.D. 42 c� -� S D N HALL L 36" GRDRL HT. - I HARDWOOD 1 _ w ; 2 �, A B E D2 cAR1�ET 0 lii 1 40 ATTiC� ; �,ccES _ MIN I 4'-6 PRIMARY ACCESS TO HAMPER HERE I 1 1 1 A A3.0 3" H D L H N 1 W LAUNDRY 1 �o"x3q" CLOSET UNDER COUNTER. VERIFY A4.0 A3.0 HARDWOOD DIMENSIONS W/ OWNER - — — — — _ — _ _ — — — _ 0 1 TiLE z o CONFIRM ATTIC I `� o� 3 " ND L HT.SCREEN WALL o� -1 ACCESS LOCATION AND I 1 IIIIIIIII PULL DOWN LADDER, 1 DN _ — — — ' VERIFY W/ OWNER 1 L ND NG 33 1 L — HANGING ROD _ — — � BENCH I I I 1 1 — — — _ STORAGE I I 1 I TO F.O. BRICK TO F.O. BRICK NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON TH15 PLAN ARE TO CENTERLINE OF ROUGH OPENING; REFER TO SCHEDULE & MANUFACTURER FOR OPENING SiZE. m 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. o 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 SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATiON INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTOR5 TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MiNiMUM FROM BATHROOM DOORS. UPPER FLOOR PLAN SCALE:1/4" = 1'-O" 0 EXISTING WALLS ® NEW WALLS EXISTING EGRESS SNAP OUT GRIDS; REPAINT, TYP @ EX WINDOWS TO REMAIN L-7: EXiSTiNG LACE GLAZING W/ TEMPERED GLASS; BAL ONY SNAP OUT GRIDS; REPAINT, TYP EXIE TING REPAINT, TYP Cad EX WINDOWS TO REMAIN iNSTALL UV BLOCKING SHADE FOR CLOTHING PROTECTION 50 CFM FAN, VENT TO OUTSIDE, TYP INSTALL NEW 36" H GUARDRAIL 64'-11 1/4"+/- A A3.1 EXISTING 1 I A 1 1 A3.2 1 1 1 1 1 I I I I I I 1 I 1 �hz I 1 U 1 I Ix m 1 I o I I o I I 1 1 I 1 I I I I 12'-81/2" 1 1 II 1 II 1 1 1 1 1 1 2 LLB U z Q0 N LLB � � 0 O Q U) m LLJ � 0 LLJ N 00 Z J � G O 0 U 9716 REGISTERED ARCHITECT //-I•� HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET UPPER FLOOR PLAN RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.5 B A3.1 -EX SLOPE PATCH TO MATCH EX ROOF Cad AREA OF CHIMNEY DEMO F --r F-r rr iJ I I L J ��/ A A3.0 ROOF PLAN SCALE:1/4" = 1'-O" 0 EXISTING ROOF _ NEW ROOF —EX SLOPE w 0 J x w w 0 Ix w EX RIDGE A A A3.1 T 1 A4.1 EX S A vi w O J x w LiNE OF UPPER FLOOR BELOW (FACE OF BRICK) EX METAL GUTTER TO REMAIN, TYP EX ROOF TO REMAIN, TYP PATCH TO MATCH EX ROOF Cad AREA OF CHIMNEY DEMO EX SLOPE, ►:I w 0 J LIJ w 0 J w IF A' EX SLOPE, x X rn EX 5 LiNE OF MAiN FLOOR BEEOW (FACE OF BRICK) NO CHANGE PROPOSED TO MAiN FLOOR ROOF EXISTING MASONRY CHIMNEY TO REMAIN B A3.1 1 q A4.0 1,A3.0 NO CHANGE PROPOSED TO GARAGE ROOF 2 LLI U z � Q0 N w � 0 O Q m w � 0 LLJ N 00 Z J � � G O 0 U 9716 REGISTERED ARCHITECT iSTAT MICHELLE HELGESON E OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET ROOF PLAN RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.5 DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT LOWER FLOOR 01 3'-2" 7-8 1/2" 3'-0" 7'-6" SWING i 0'-1 3/4" 0.00 02 3'-2" 7-8 1/2" 3'-0" 7'-6" SWING ii 0'-1 3/4" 22.50 TEMPERED 0.30 03 12'-2" 7-8 1/2" 12'-0" 7'-6" S.G.D.i 0'-13/4" 90.00 TEMPERED 0.30 04 3'-2" 7-21/2" 3'-0" 7'-0" SWING ii 0'-1 3/4" 21.00 TEMPERED; VERIFY FiT iN EX R.O. WiDTH 0.30 05 3'-2" 7-21/2" 3'-0" 7'-0" SWING i 0'-1 3/4" 0.00 06 3'-2" 7-21/2" 3'-0" 7'-0" iNT SWING 1 0'-1 3/8" 0.00 07 VERIFY VERIFY 3'-0" 7'-0" iNT SWING i1 0'-01/2" 0.00 TEMPERED GLASS; FRAMELESS. REFER TO iNT. ELEV. 08 6'-10" 7-61/2" 7'-0" 7'-8" BARN 0'-1 3/8" 0.00 PANEL SiZE: OVERLAP OPENING MiN 2" EA SIDE & 2" Cad HEAD 09 2'-10" 7-8 1/2" 2'-8" 7'-6" iNT SWING 1 0'-1 3/8" 0.00 VER. POCKET DOOR R.O. REQTS W/ MFR 10 6'-10" 7-61/2" 7'-0" 7'-8" BARN 0'-1 301 0.00 PANEL SiZE: OVERLAP OPENING MiN 2" EA SIDE & 2" Cad HEAD 11 2-8" 7-8 1/2" 2'-6" 7'-6" iNT SWING 1 0'-1 3/8" 0.00 12 3'-2" 7-8 1/2" 3'-0" 7'-6" iNT SWING 1 0'-1 3/8" 0.00 13 7-2" 7-8 1/2" 7'-0" 7'-6" 131-PASS 0'-1301 0.00 14 2'-8" 7-8 1/2" 2'-6" 7'-6" iNT SWING 1 0'-1 3/8" 0.00 VER. POCKET DOOR R.O. REQTS W/ MFR 15 2'-7" 7-8 1/2" 2'-6" 7'-6" POCKET 0'-1 3/8" 0.00 VER. POCKET DOOR R.O. REQTS W/ MFR 16 3'-2" 7-8 1/2" 3'-0" 7'-6" iNT SWING 1 0'-1 3/8" 0.00 17 VERIFY VERIFY 3'-0" 7'-6" iNT SWING 11 0'-01/2" 0.00 TEMPERED GLASS; FRAMELESS. REFER TO iNT. ELEV. MAiN FLOOR 19 7-8" 6-10 1/2" 7'-6" 6'-8" S.G.D.11 0'-1 5/4'' 50.00 TEMP; VER. FiT iN EX R.O.; INSTALL W/ TRANSOM WiNDOW #5 0.30 20 12'-2" 4'-2 1/2" 12'-0" 4'-0" FOLDING 0'-1 3/4" 48.00 TEMPERED; INSTALL FLUSH W/ COUNTERTOP 0.30 21 2'-8" 7-8 1/2" 2'-6" 7'-6" iNT SWING 1 0'-1 3/8" 0.00 22 3'-2" 7-8 1/2" 3'-0" 7'-6" iNT SWING 1 0'-1 3/8" 0.00 20 MiN RATED S.C. DR W/ SELF CLOSER 23 2'-7" 6-21/2" 2'-6" 8'-0" POCKET 0'-1 3/8" 0.00 VER. POCKET DOOR R.O. REQTS W/ MFR 24 2'-10" 6-21/2" 2'-8" 8'-0" iNT SWING 1 0'-1 3/8" 0.00 25 6'-2" 8'-21/2" 6'-0" 8'-0" 131-LASS 0'-13/8" 0.00 26 3'-2" 6-21/2" 3'-0" 8'-0" iNT SWING 1 0'-1 3/8" 0.00 27 6-41/2" 6-10 1/2" 6'-0" 6'-8" ENTRY SWING 0'-1 3/4" 40.00 VER FiT iN EX R.O.; TEMPERED. MULL W/ 51DELiTE5 0.30 28 2'-10" 6-21/2" 2'-8" 8'-0" iNT SWING 1 0'-1 3/8" 0.00 VERIFY FiT iN EX R.O. 29 2'-8" 6-21/2" 2'-6" 8'-0" iNT SWING 1 0'-1 3/8" 0.00 30 2'-8" 6-21/2" 2'-6" 8'-0" iNT SWING 1 0'-1 3/8" 0.00 31 9'-2" 6-21/2" 9'-0" 8'-0" iNT 5.G.D. 0'-1 3/4" 0.00 OXX; TEMPERED 32 3'-11, 6-10" 2'-7" 6'-7" iNT SWING 111 0'-1 3/8" 0.00 SALVAGE/REINSTALL EX WiNE CELLAR DOOR; VERIFY R.O. UPPER FLOOR 33 5'-2" 6-10 1/2" 5'-0" 6'-8" SWING iii 0'-1 3/4" 35.30 VER FiT iN EX R.O.; TEMPERED. MULL W/ SiDELiTES 0.30 34 2'-10" 6-10 1/2" 2'-8" 6'-8" iNT SWING 1 0'-1 3/8" 0.00 35 2'-0" 7-21/2" 2'-6" 7'-0" iNT SWING 1 0'-1 3/8" 0.00 36 2'-8" 7-21/2" 2'-6" 7'-0" iNT SWING 1 0'-1 3/8" 0.00 38 2'-10" 6-10 1/2" 2'-8" 6'-8" iNT SWING 1 0'-1 3/8" 0.00 39 2'-8" 7-21/2" 2'-6" 7'-0" iNT SWING 1 0'-1 3/8" 0.00 40 3'-2" 7-21/2" 3'-0" 7'-0" iNT SWING 1 0'-1 3/8" 0.00 41 2'-10" 7-21/2" 2'-8" 7'-0" iNT SWING 1 0'-1 3/8" 0.00 42 2'-8" 7-21/2" 2'-6" 7'-0" iNT SWING 1 0'-1 3/8" 0.00 43 2'-8" 7-21/2" 2'-6" 7'-0" iNT SWING 1 0'-1 3/8" 0.00 44 2'-5" 7-2 1/2" 21-4" 7'-0" LOCKET 0'-1 3/81, 0.00 VER. POCKET DOOR R.O. REQTS W/ MFR TOTAL EXTERIOR DOOR AREA: 304.80 MANUFACTURER: INTERIOR: SiMPSON OR EQUAL SOLID COOK DOOR; FLAT PANEL; STAINED (TBD) EXTERIOR: ANDERSEN TO MATCH EX OR APPROVED EQUAL EXTERIOR DOOR5 TO BE NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER. GENERAL DOOR NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS DOOR TYPE: NOTE: 1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLESS NOTED OTHERWISE. 2. REFER TO ADDITIONAL GENERAL DOOR NOTES ABOVE UNLESS NOTED OTHERWISE. Fx-r1=Qinp ENTRY SWiNG i=nl r)TNr *INSTALL AS WiNDOW UNiT F-� /TEM F E ZEP EMPEREP E - - F - , TEM RED r-� e(--r) 11 C;WTl\Ir T Ef61PERE C;WTi\Ir 11 WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH T HEIGHT LOWER FLOOR 01 8'-O" 4'-6" 7-8 1/2" A H.S. 36.00 0.30 02 6'-0" 4'-0" 7-21/2" A H.S. 24.00 0.30 MAiN FLOOR 03 5'-9" 8'-8" 9'-6" 13 P 49.80 MULL WINDOWS #03 & 04 TEMPERED 0.30 04 5'-9" 8'-8" 9'-6" 13 P 49.80 MULL WINDOWS #03 & 04 TEMPERED 0.30 05 7-8" 1'-2 1/4" 8'-0" E P 9.10 TEMPERED; DOOR #05 TRANSOM 0.30 06 1'-2" 6'-8" 6-10 1/2" D P 7.80 VER FiT iN EX R.O. DOOR #27 SiDELiTE; TEMPERED 0.30 07 1'-2" 6'-8" 6-10 1/2" D P 7.80 VER FiT iN EX R.O. DOOR #27 SiDELiTE; TEMPERED 0.30 08 6'-1" 1'-1 1/4" 8'-0" F P 6.70 VER FiT iN EX R.O. DOOR #27 ARCH TRANSOM 0.30 UPPER FLOOR 09 5'-2" 6'-8" 6-10 1/2" 13 P 34.40 VER FiT iN EX DOOR R.O. 0.30 10 5'-9" 6'-8" 6-10 1/2" 13 P 38.30 MULL WINDOWS #07,08,23,24; TEMPERED 0.30 11 5'-9" 6'-8" 6-10 1/2" 13 P 38.30 MULL WINDOWS #07,08,23,24; TEMPERED 0.30 12 5'-2" 6'-8" 6-10 1/2" 13 P 34.40 VER FiT iN EX DOOR R.O. 0.30 13 7'-0" 6'-0" 6-10 1/2" C H.S. 42.00 EGRESS, TEMPERED. INSTALL FALL PROTECTION DEVICE. 0.30 14 1'-8" 6'-0" 6-10 1/2" G C 10.00 TEMPERED. INSTALL FALL PROTECTION DEVICE. 0.30 15 3'-4" 6'-0" 6-10 1/2" 13 P 20.00 TEMPERED 0.30 16 2'-1" 6'-8" 6-10 1/2" D P 13.90 VER FiT iN EX R.O. DOOR #39 SiDELiTE. TEMPERED 0.30 17 2'-1" 6'-8" 6-10 1/2" D P 13.90 VER FiT iN EX R.O. DOOR #39 SiDELiTE. TEMPERED 0.30 TOTAL EXTERIOR WiNDOW AREA: 436.20 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: ANDERSEN; BLACK EXTERIOR, UNFINISHED FiNE INTERIOR SERIES: 400 SERIES (VERIFY MATCH EX) GENERAL WiNDOW NOTES: ADD 1/2" TO THE BOTTOM OF THE ROUGH OPENING, UNLESS NOTED OTHERWISE FOR INSTALLATION OF BEVEL SiLL 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. VERIFY EXISTING ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRiOR TO ORDERING THE WINDOWS 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 6. TRANSLUCENT GLA55 TO BE SATIN ETCH. PROVIDE GLA55 SAMPLE TO OWNER/ARCH FOR APPROVAL PRIOR TO ORDERING 7. ALL WINDOWS iN SHOWERS TO BE VINYL, FIBERGLASS OR RATED FOR USE iN WET LOCATION. VERIFY CONFIGURATION OF SHOWER WINDOWS WiTH OWNER PRIOR TO ORDERING. 8. EX15TiNG WINDOWS TO REMAIN: REMOVE GRIDS AND RE -PAINT. REPLACE GLAZING AS NEEDED. 9.FALL PROTECTION DEVICE REQUIRED Cad ALL OPERABLE WINDOWS WiTH SiLL <24"AFF AND >72" ABOVE GRADE. INSTALL OPENING CONTROL DEVICE WiTH EMERGENCY RELEASE MECHANISM. WiNDOW TYPE: NOTE: 1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLESS NOTED OTHERWISE. 2. REFER TO ADDITIONAL GENERAL WiNDOW NOTES ABOVE UNLESS NOTED OTHERWISE. FIA/Ti\Ir TiT A IS C E OPERABILITY KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER F G LLI U z � Qo (14 �. LJ . � 0_ o Q LLJ � 0 w N Z J 000 � � O 0 U 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET WINDOW AND DOOR SCHEDULES RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F RLPAC�c� ii\IT c, r n IKIT C IWTi V-- T Ti\IT CIA/TNr IT ii\IT C IWTi\Ir iTT gn('K1=T Al .6 FALL PROTECTION DEVICE REQUIRED 9 ALL OPERABLE WiNDOWS WiTH SiLL <24"AFF AND >72" ABOVE GRADE. INSTALL OPENING CONTROL DEVICE WiTH EMERGENCY RELEASE MECHANISM. [ PARTIALLY iNFiLL EX WINDOW OPENING EXISTING CHIMNEY TO REMAIN EXTERIOR COUNTERTOP GARAGE BEYOND (SHADED AREA), TYP; REFER TO GARAGE ELEVATIONS PARTIALLY iNFiLL EX WiNDOW/ DOOR OPENING NEW PERGOLA BY OTHERS & STRUCTURAL UNDER SEPARATE PERMIT PARTIAL HT BRiCK WALL @ OUTDOOR KiTCH. EX GRADE WEST ELEVATION SCALE:1/4" = 1'-0" i 12 15 6 +/- l 14 NEW `� TEMP. N\E 0000000N00000000000000000000000000 000000 LOWER FLOOR BEYOND (SHADED AREA), TYP NEW ARCHWAY; SALVAGE BRICK, TYP NEW NEW TEMP. TEMP. FALL PROTECTION DEVICE REQUIRED Cad ALL OPERABLE WiNDOWS WiTH SiLL <24"AFF AND >72" ABOVE GRADE. INSTALL OPENING EXISTING ATTiC DORMER TO REMAIN; CONTROL DEVICE WiTH EMERGENCY FAiNT WiNNENTS RELEASE MECHANISM. VERIFY SILL HEIGHTS THiS LOCATION. ELEV=119.6' +/- NEW WD SOFFIT AT AREA OF BAY WAL IT DEMO; PAINTED EX PS 13 NEW EGRESS NtW YKt-rAD PLUUKAi IVt B KNEE RACE _ \� EXIE NG EXISTING STAiR; INSTALL NEW 36" HT. GUARDRAIL PER DETAIL (SiM) L 12 6 +/- 11 NEW TEMP. (MULL W/ ADJ. WiNDOW) 04 NEW TEMP. (MULL W/ ADJ. WINDOW) EX PS 10 NEW TEMP. (MULL W/ ADJ. WiNDOW) 03 NEW TEMP. (MULL W/ ADJ. WiNDOW) 25' HEIGHT LiMiT 112'-8"\ EX15TING NEW PRE-FABDECORATiVE KNEE B>ZKC_ E EXISTING REP 12 6 +/- EXi iNG `-,EG 55// EX iSTi EX ZE � AEUIH�IUHL EXISTING ROOFING TO REMAIN; PATCH TO MATCH 9 AREAS OF iNFiLL WHERE CHIMNEY DEMO-ED, TYP EXISTING METAL GUTTER, FASCIA, AND TRiM TO REMAIN, TYP Y(T.O. EX TOP PLATE) ELEV=110.6' +/- EXi5TiNG WiNDOWS TO REMAIN; REMOVE GRIDS AND RE -PAINT INTERIOR & EXTERIOR. REPLACE GLAZING AS REQUIRED. INSTALL PER MFR., TYP EXISTING BRICK FACADE TO REMAIN; PATCH TO MATCH W/ SALVAGED BRICK @ AREAS OF ALTERATION, TYP EX UPPER FLOOR = 20'-1 1/2" +/- (T.O. EX SUBFLOOR) ELEV=101.6' +/- EXi5TiNG BAY; REPLACE WINDOWS EX MAIN FLOOR PLATE = 19'-0 „ (T.O. EX TOP PLATE) ELEV=100.6' +/- NEW 36" HT GUARDRAIL PER DETAIL EXISTING BRICK FACADE TO REMAIN, TYP EX MAiN FLOOR =10-0 3/4" +/- (T.O. EX SUBFLOOR) ELEV=91.6' +/- EX LOWER FLOOR PLATE — (T.O. EX TOP PLATE) ELEV=90.6' +/- AVERAGE GRADE 87-8"_ _I I I I ___LOWER _ EX LOWER FLOOR = 0'-0" (T.O. EX S.O.G.) LOWER FLOOR BEYOND (SHADED AREA), TYP ELEV=81.5' +/- NEW ARCHWAY WiNDOWS; SALVAGE BRICK, TYP w U z � Q0 N w � 0 O Q U) m w � 0 LLJ N 0 Z O J � � O 0 U 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON ra t*"% al 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: 1 /31 /2024 PERMIT SET EXTERIOR ELEVATIONS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.0 - u - 12 (T.O. EX RIDGE) 1 6 +/- ELEV=119.6' +/- 12 6 +/- EXISTING ROOFING TO REMAIN; PATCH TO MATCH 9 AREAS OF iNFiLL WHERE CHIMNEY DEMO -El), TYP EXISTING METAL GUTTER, FASCIA, AND 25' HEIGHT LiMiT 112'-8" TRiM TO REMAIN, TYP FLEX UPPER FLOOR PLATE = 29'- 1/2'' +/- EX D5 EXISTING BELE RICK FACADE TO REMAIN; EX TOP PLATE) LEV=110.6' +/- PATCH TO MATCH W/ SALVAGED BRICK EXISTING CHIMNEY TO REMAIN; 9 AREAS OF ALTERATION, TYP FIREPLACE TO BE DECOMMiSiONED 12 REPLACE PRE -FAD DECORATIVE KNEE BRACE NEW PERGOLA BY OTHERS & EX UPPER FLOOR = 20'-1 1/2" STRUCTURAL UNDER SEPARATE (T.O. EX SUBFLOOK) —...... PERMIT — — — — — — — — — — — — — — — ELEV=101.6'+/- EX MAIN FLOOR PLATE 1 '-0 5/4" EXPS (T.O. EX TOP PLATE) ELEV=100.6' +/- UTDOOR COUNTERTOP J�' `� NEW 36" HT. GUARDRAIL PER DETAIL (SiM 9 STAIR) EXi FING , PARTIAL HT DRiCK WALL 9 OUTDOOR KiTCH. ' GARAGE SHOWN AT ANGLE (SHADED AREA). REFER TO GARAGE ELEVATIONS - - - - - - - - - E(TENP-EXISTING DOG-RUN-FENCiNG PER PLAN -- EXISTING RETAINING WALL NORTH ELEVATION SCALE:1/4" = 1' 0" EXISTING ARCHWAY SHADED AREA: LOWER FLOOR BEYOND NEW ARCHWAY; SALVAGE BRICK EX GRADE EX MAiN FLOOR =10-0 3/4" +/- (T.O. EX SUBFLOOK) ELEV=91.6' +/- EX LOWER FLOOR PLATE = 9'-0 3/4" (T.O. EX TOP PLATE) ELEV=90.6' +/- CA LVVVCr\ r-LUUr\ = (T.O. EX S.O.G.) ELEV=81.5' +/- LLI U z � Q0 N w � 0 O Q LLJ � 0 LLJ N 0 Z O J � � O 0 U 9716 REGISTERED ARCHITECT iSTAT MICHELLE HELGESON E OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET EXTERIOR ELEVATIONS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NORTH ELEVATION @ GARAGE 5CALE:1/4" = 1'-0" A2.1 EXISTING ROOFING TO REMAIN; PATCH TO MATCH 9 AREAS OF iNFiLL WHERE CHIMNEY DEMO-ED, TYP NEW 36" HT GUARDRAIL EXISTING METAL GUTTER, FASCIA, AND TRIM TOREMAKTYP -- -- -- -- -- -- -- -- -- -- - EX D5 FALL PROTECTION DEVICE REQUIRED 9 ALL OPERABLE WINDOWS WiTH SiLL <24"AFF AND >72" ABOVE GRADE. INSTALL OPENING CONTROL DEVICE WiTH EMERGENCY RELEASE MECHANISM. VERIFY SiLL HEIGHTS THiS LOCATION. EXISTING BRiCK FACADE TO REMAIN; PATCH TO MATCH W/ SALVAGED BRICK 9 AREAS OF ALTERATION, TYP EXISTING WINDOWS TO REMAIN; REMOVE GRIDS AND RE -PAINT INTERIOR & EXTERIOR. REPLACE GLAZING AS REQUIRED. INSTALL PER MFR., TYP EXi iNG \ EXISTING / EXi iNG NEW MP. GL iNG EXISTING ATTIC DORMER TO REMAIN; PAINT WiNDOWS/VENTS :PLA LAGS EPLP -EMP ' 33 EMP TEM REP CEJ I 1_11//1 4\\ TEMP ' REPLACE TEMP 12 1 6 +/- 12 6 +/- 4[�] 25' HEIGHT LiMiT 112-8" EXi iNG aA (T.O. EX RIDGE) ELEV=119.6' +/- EX D5 (T.O. EX TOP PLATE) ELEV=110.6' +/- FALL PROTECTION DEVICE REQUIRED Cad ALL OPERABLE WINDOWS WiTH SiLL <24"AFF AND >72" ABOVE GRADE. INSTALL OPENING CONTROL DEVICE WiTH EMERGENCY RELEASE MECHANISM. VERIFY SiLL HEIGHTS THiS LOCATION. 0 EX EX UPPER FLOOR = 20'-1 1/2" +/- (T.O. EX 5UBFLOOR) ELEV=101.6'+/- EX MAIN FLOOR PLATE _ - (T.O. EX TOP PLATE) ELEV=100.6' +/- Ills I,/ rill Ills \11/ IIII 111, 1 / ui iii, 11s ui EX MAiN FLOOR =10-O 3/4" (T.O. EX SUBFLOOR) —.n. EX LOWER FLOOR PLATE = 9'-0 —.— — ——.—.—.— — ——.—.—.— — — — — — — — ——.—.—.— — ——.—.—.— — — —.—.— — — — — — — — — —.—.— — ——.—.—.— — — —.— — — — ——.—.—.— — ——.—.—.— — — —. (T.O. EX TOP PLATE) ELEV=90.6' +/- EX ENTRY POSTS AND ROOF TO REMAIN; REPLACE EX P05T WRAP AVERAGE GRADE 87-8" EAST ELEVATION SCALE:1/4" = 1'-O" r%EX LOWER FLOOR = 0'-0" (T.O. EX S.O.G.) ELEV=81.5' +/- 25' HEIGHT LiMiT 112'-0" EXISTING WINDOWS TO REMAIN; REMOVE _GRIDS AND_RE-PAINT INTERIOR & _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXTERIOR. REPLACE GLAZING A5 REQUIRED. INSTALL PER MFR., TYP I EXiSTiNG ATTIC DORMER TO REMAIN; IM:1F01111►=901 ]hqasaW:1►1&l►Ces[0l ONFAIIII SOUTH ELEVATION @ GARAGE SCALE:1/4" = 1'-0" AVERAGE GRADE 87-8" EXISTING ROOFING TO REMAIN EXISTING METAL GUTTER, FASCIA, AND TRiM TO REMAIN, TYP EXISTING BRICK FACADE TO REMAIN; PATCH TO MATCH W/ SALVAGED BRICK 9 AREAS OF ALTERATION, TYP (T.O. EX TOP PLATE) ELEV=100.6' +/- EX MAiN FLOOR =10-0 3/4" +/- (T.O. EX SUBFLOOR) LLI U z � Q0 N LLJ . 00 or) 0 O Q v! m LLJ � 0 LLJ N 0 Z O J � � O 0 U 9716 REGISTERED ARCHITECT iSTAT MICHELLE HELGESON E OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET EXTERIOR ELEVATIONS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.2 9k HOUSE BEYOND (SHAPED AREA) REFER TO ELEVATIONS I /--------------------------------- 25'HEiGHTLIMIT 112'-8" ...... ...... ...... I // /// \ \' I EAST ELEVATION SCALE:1/4" = T-O" \`� 12 GARAGE FLEX RiPGE = 56-1 1/2" +/- (T.O. EX RiDGE) ELEV=119.6' +/- FLEX UPPER FLOOR PLATE = 29'-1 1/2" +/- (T.O. EX TOP PLATE) ELEV=110.6' +/- EXISTING ROOFING TO REMAIN; PATCH TO MATCH 9 AREAS OF iNFiLL WHERE CHIMNEY DEMO-EP, TYP EX CHIMNEY TO REMAIN BEYOND EXISTING METAL GUTTER, FASCIA, AND TRiM TO REMAIN, TYP NEW PERGOLA BEYOND BY OTHERS & STRUCTURAL UNDER SEPARATE PERMIT EX UPPER FLOOR = 20'-11/2" +/- (T.O. EX SUBFLOOR) ELEV=101.6' +/- - EX MAIN FLOOR PLATE 19'-05/4" — — — — — — — — (T.O. EX TOP PLATE) ELEV=100.6' +/- EX15TiNG BRICK FACADE TO REMAIN; PATCH TO MATCH W/ SALVAGED BRICK Cad AREAS OF ALTERATION, TYP EX FENCE/POG RUN AVERAGE GRADE 87-8" EX EX MAiN FLOOR =10-0 3/4" +/- (T.O. EX SUBFLOOK) ELEV=91.6' +/- LLI U z Q0 N �. LJ - � 0 O Q LLJ � 0 LLJ N 0 Z O J � O 0 U 9716 REGISTERED ARCHITECT iSTAT MICHELLE HELGESON E OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET EXTERIOR ELEVATIONS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SOUTH ELEVATION SCALE:1/4" = 1'-0" A2.3 BUILDING SECTION SCALE:1/4" = P-0" w U z � Q0 N w � 0 O Q m w � 0 LLJ N 0 Z O J � � � O 0 U 9716 REGISTERED ARCHITECT iSTAT MICHELLE HELGESON E OF WASHINGTON ra t-*"% a I H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET BUILDING SECTIONS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3.0 \ 0 I BUILDING SECTION BUILDING SECTION SCALE:1/4" = 1'-O" IVLYV I VVI VV/\1 IVIV LX I VVIII VIJ II II.J LV\.i/\I IVIV W W U z � co N w m 0 O Q 00 m w � 0 LLJ N o Z O J � � � O 0 U 9716 REGISTERED ARCHITECT //-I•� HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET BUILDING SECTIONS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3.1 V % SCALE:1/4" = 1'-0" 1 A4.2 / NEW PERGOLA BY OTHERS & / STRUCTURAL I INSTALL WINDOW SiLL 9 COUNTER PER DETAIL NEW 36" HT GUARDRAIL PER DETAIL NEW LANDING/STAIR PER STRUCTURAL DECK I H /� NEW 7FT HT. ARCHWAY PER STRUCTURAL EX (PATIO COV. PATIO \ SLOPE SLAB AWAY FROM HOUSE TO \ DRAINS PER PLAN i BUILDING SECTION SCALE:1/4" = P-0" EX ATTIC KITCHEN iNFiLL FLOOR PER STRUCTURAL BEAM PER STRUCTURAL EXISTING FLOOR FRAMING TO REMAIN OR PER STRUCTURAL IGYM HEADER PER STRUCTURAL PANTRY W U C) Q0 N z W co O o-) Q m 3t W < o W N 0 Z O J ll`�— O o U 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET BUILDING SECTIONS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,2 TYP EX ATTIC ROOF ASSEMBLY TYP EX UPPER FLOOR ASSEMBLY -FINISH FLOOR PER PLAN -EX SHEATHING OR PER STRUCTURAL -EX FRAMING OR PER STRUCTURAL -SOUND DAMPENING INSULATION (VERIFY) -5/8" GWB TYP SOUND DAMPENING INTERIOR WALL ASSEMBLY *REFER TO FLOOR PLAN FOR LOCATION -1/2" GWB -EX FRAMING OR NEW PER STRUCTURAL -SOUND DAMPENING INSULATION -RC CHANNEL (ON NOISE PRODUCING SiPE OF WALL) -1/2" GWB TYP EX MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -EX SHEATHING OR PER STRUCTURAL -EX FRAMING OR PER STRUCTURAL -SOUND DAMPENING INSULATION (VERIFY) -5/8" GWB TYP NEW LOWER FLOOR S.O.G. ASSEMBLY -FiNiSH FLOOR PER PLAN -CONCRETE SLAB ON GRADE PER STRUCTURAL -10 MiL POLYETHYLENE VAPOR DIFFUSION RETARDER -R-10 CONTINUOUS RiGiD INSULATION W/ THERMAL BREAK -6" GRAVEL (NO MORE THAN 5% FINES) -UNEXCAVATED SUBGRADE LAUNDRY HAMPER ACCESS; VERIFY SiZE/LOCATION W/ OWNER =u -EXISTING ROOFING TO REMAIN; PATCH TO MATCH AT AREAS OF ALTERATION -EXISTING DRAINAGE PLANE WEATHER RESISTIVE BARRIER OR HENRY BLUESKiN RF200 AT AREAS OF ALTERATION INSTALL SHINGLE FASHION -EX SHEATHING OR PER STRUCTURAL -EX FRAMING OR PER STRUCTURAL -EX AiR SPACE OR BAFFLE FOR MiN 1" AiR SPACE AT AREAS OF ALTERATION -EX INSULATION OR MiN R-49 DATT INSULATION AT ATTiC -EX OR NEW 5/8" GWB -PVA PRIMER EXISTING METAL DRiP EDGE EXISTING CUSTOM METAL GUTTER AND DOWNSPOUT TO REMAIN EXISTING TRiM TO REMAIN; PATCH AS KEQ'D AT AREAS OF ALTERATION TYP EX EXTERIOR WALL ASSEMBLY -EXISTING BRICK VENEER; PATCH TO MATCH 9 AREAS OF iNFiLL W/ SALVAGED BRICK -EXISTING AiR SPACE -EXISTING BUILDING PAPER OR HENRY 13LUESKiN VP100 WEATHER RESISTIVE BARRIER AT AREAS OF iNFiLL -EX CDX PLYWOOD SHEATHING OR PER STRUCTURAL -EXISTING FRAMING OR PER STRUCTURAL -EXISTING INSULATION; FiLL R-15 H.D. GATT INSULATION Cad EXPOSED 2X4 FRAMING, R-21 GATT INSULATION Ca@ EXPOSED 2X6 FRAMING. -EXISTING GWB OR 1/2" GWB Ca) AREAS OF ALTERATION -PVA PRIMER EXISTING METAL FLASHING TO REMAIN TYP EXISTING ATTiC ROOF ASSEMBLY TYP INTERIOR WALL ASSEMBLY 1/2" GWB EX FRAMING OR NEW PER STRUCTURAL OPT: SOUND INSULATION, CONFIRM W/ OWNER FOR LOCATIONS 1/2" GWB TYP MAIN FLOOR ASSEMBLY @ AREA OF INFILL FINISH FLOOR PER PLAN PLYWOOD SHEATHING PER STRUCTURAL OVERFRAME PER STRUCTURAL EX SHEATHING OR PER STRUCTURAL EX FRAMING OR PER STRUCTURAL SOUND DAMPENING INSULATION (VERIFY) 5/8" GWB TYP EX LOWER FLOOR S.O.G. ASSEMBLY -FiNiSH FLOOR PER PLAN -EX CONCRETE SLAB ON GRADE -EX SUBGRADE TYP NEW BELOW GRADE WALL ASSEMBLY DRAiNBOARD FLUID APPLIED WATERPROOFING: TREMPROOF 250GC, XYPEX, OR APPROVED EQUAL CONCRETE FOUNDATION PER STRUCTURAL MiN 1" RiGiD INSULATION (R5) 2X STUD WiTH R21 RiGiD INSULATION; W/ P.T. SiLL PLATE 1/2" GWB PVA PRIMER DRAiNBOARD OVER TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING 9 ALL BELOW GRADE FOUNDATIONS, TYP 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRIC (MiRAFi 14DN, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD BE AT LEAST 6" BELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL LJJ U z Q0 N L LJ � 00 or) 0 O Q v! m LJJ � 0 L1J N 0 Z O J � � O 0 U 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET WALL SECTIONS RECEIVED 17 071113f841Yzl CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL SECTION SCALE: 1/2" = T-O" A4.0 TYP EX ATTIC ROOF ASSEMBLY PER 1/A4.0 EXISTING METAL DRiP EDGE EXISTING CUSTOM METAL GUTTER AND DOWNSPOUT TO REMAIN INSTALL PAINTED Fi13ERCEMENT PANEL, CEDAR, OR SiM TO iNFiLL SOFFIT C@ AREA OF BAY DEMO; DESIGN TBD TYP NEW EXTERIOR WALL ASSEMBLY @ DBL HT SPACE -51DiNG OR TRiM PER ELEVATIONS AND DETAIL -HENRY 13LUESKiN VP100 WEATHER RESISTIVE BARRIER OR BETTER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -VERIFY FURRING DEPTH REQ'D TO MATCH EX EXTERIOR WALL DEPTH -FRAMING PER STRUCTURAL -MiN R-21 GATT INSULATION -1/2" GWB -PVA PRIMER WINDOW HEADER PER STRUCTURAL W/ RiGiD INSULATION TYP EX MAiN FLOOR ASSEMBLY PER 1/A4.0 iNFiLL DECK AT AREA OF BAY DEMO PER STRUCTURAL; MATCH EXISTING ASSEMBLY NEW BEAM PER STRUCTURAL, APPLY SEALER FOR EXTERIOR EXPOSURE TYP EX MAIN FLOOR DECK ASSEMBLY -FiNiSH FLOOR PER PLAN -INSTALL NEW FIBERGLASS WATERPROOF SURFACE (OR APPROVED EQ) -INSTALL SUBSTRATE PER FIBERGLASS MFR -EX CONCRETE SLAB OR PER STRUCTURAL EX BRICK COLUMN BEYOND NEW 36" HT GUARDRAIL PER DETAIL TiLE BASE Cad DECK EX STONE CAP TO REMAIN AT DECK PARAPET REPLACE EX DRAIN (VERIFY CONDITION PRiOR TO CONSTRUCTiON)- TYP EX EXTERIOR WALL ASSEMBLY @ DECK -EXISTING BRICK VENEER -EXISTING AiR SPACE -EXISTING WATERPROOFING OR FLUID APPLIED WATERPROOFING: TREMPROOF 250GC, XYPEX, OR APPROVED EQUAL -EX FOUNDATION OR PER STRUCTURAL -INTERIOR FiNiSH TO BE CONFIRMED NEW ARCHWAY OPENING AND LINTEL PER STRUCTURAL TYP CONFIRM FiNiSH WiTH INTERIOR DESIGNER, WRAP BRICK AT OPENING OR ARCHITECTURAL FiNiSH CONCRETE, T.B.D., CONCEAL STEEL LINTEL, T.B.D. TYP NEW LOWER FLOOR WALL ASSEMBLY -CONCRETE FOUNDATION PER STRUCTURAL -MiN 1" RiGiD INSULATION (R5). VERIFY FURRING DEPTH REQUIRED TO MATCH EX LOWER FLOOR WALL DEPTH -2X STUD WiTH R21 RiGiD INSULATION; W/ P.T. SiLL PLATE -1/2" GWB -PVA PRIMER EXISTING FOOTING DRAIN (VERIFY) EX CONCRETE FOUNDATION AND FOOTING OR PER STRUCTURAL CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS SURROUND 4" PERFORATED PVC PiFE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRIC (MiRAFi 14DN, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD BE AT LEAST 6" BELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL WALL SECTION RUN FIBERGLASS W.P. UP WALL MiN 6" (UNDER DRAIN) 1'-4 3/4" 61-4" VERIFY INSTALL BRICK I I EX 'INFiLL, 12 6 +/- Ca) SiLL EX GRADE CONFIRM FiNiSH WiTH INTERIOR DESIGNER AND + OWNER, ARCHITECTURAL N CONCRETE FiNiSH OR p BRICK, T.B.D. CV CONCRETE BEAM PER STRUCTURAL LINTEL AND HEADER PER STRUCTURAL INSTALL MTL FLASHING WiTH DRiP EDGE iNFiLL EX LOWER FLOOR S.O.G. AT AREA OF ALTERATION FOR FOUNDATION WORK PER STRUCTURAL. INSTALL RIO CONTINUOUS INSULATION UNDER NEW SLAB AREA TYP EX LOWER FLOOR S.O.G. ASSEMBLY PER 1/A4.0 LLI U z � Q0 N LLJ - 00 cy) 0 O Q U) m LLJ � 0 LLJ N o Z O J � � O 0 U 9716 REGISTERED ARCHITECT iSTAT MICHELLE HELGESON E OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET WALL SECTIONS RECEIVED l7a071113 r4sY.zl CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1/2" = T-C" A4.1 TYP EX ATTIC ROOF A55EM13LY PER 1/A4.0 EXISTING CUSTOM METAL GUTTER AND DOWNSPOUT TO REMAIN NEW PERGOLA AT DECK BY OTHERS TYP EXISTING EXTERIOR WALL ASSEMBLY PER 1/A4.0 TYP MAiN FLOOR ASSEMBLY Cad AREA OF iNFiLL PER 1/A4.0 INSTALL NEW FOLDING WINDOW PER STRUCTURAL AND MANUFACTURER TYP NEW LANDING ASSEMBLY @ DECK -DECKING PER SPEC, MiN 1/8" SPACING -FRAMING PER STRUCTURAL -EXISTING DECK ASSEMBLY PER 1/A4.1 TYP EX MAiN FLOOR DECK ASSEMBLY PER 1/A4.1 NEW 36" HT GUARDRAIL PER DETAIL EX STONE CAP TO REMAIN AT DECK PARAPET TYP EX EXTERIOR WALL ASSEMBLY 9 DECK PER 1/A4.1 NEW ARCHWAY OPENING AND LINTEL PER STRUCTURAL TYP CONFIRM FiNiSH WiTH INTERIOR DESIGNER, WRAP BRICK AT OPENING OR ARCHITECTURAL FiNiSH CONCRETE, T.B.D., CONCEAL STEEL LINTEL, T.B.D. TYP NEW LOWER FLOOR PATIO S.O.G. ASSEMBLY -FiNiSH FLOOR PER PLAN -CONCRETE SLAB ON GRADE PER STRUCTURAL. SLOPE AWAY FROM HOUSE TO DRAINS -10 MiL POLYETHYLENE VAPOR DIFFUSION RETARDER -6" GRAVEL (NO MORE THAN 5% FINES) -UNEXCAVATED SUBGRAPE EX GRADE VERIFY EXISTING FOOTING DRAIN EXISTING CONCRETE FOUNDATION AND FOOTING OR PER STRUCTURAL O VERIFY OUTDOOR COUNTERTOP TO ALIGN W/ INDOOR COUNTERTOP, INSTALL WINDOW TRACK FLUSH WiTH COUNTERTOP TYP. INSTALL CONCEALED METAL BRACKET AT COUNTERTOP OVERHANG PER MFR HEADER PER STRUCTURAL Cad NEW OPENINGS, HEAD TRiM TO CONCREAL STEEL HEADER, TYP TYP EX LOWER FLOOR WALL ASSEMBLY -EXISTING CONCRETE FOUNDATION OR PER STRUCTURAL -EXISTING AiR GAP. FiLL W/ RiGiD INSULATION Cad AREAS OF EXPOSED BAYS -EX OR NEW 2X STUD W/ R21 RiGiD INSULATION; W/ P.T. SiLL PLATE -1/2" GWB -PVA PRIMER EXISTING LOWER FLOOR ASSEMBLY PER 1/A4 VERIFY EXISTING FOOTING DRAIN EXISTING CONCRETE FOUNDATION AND FOOTING OR PER STRUCTURAL 12 w U z � Q0 N LIJ � � 0 O Q U) m LLJ � 0 LLJ N 0 Z O J � � O 0 U 9716 REGISTERED ARCHITECT //-I•� HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET WALL SECTIONS RECEIVED l7a:T13f841Y.zl CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL SECTION SCALE:1/2" = 1'-O' A4.2 iNTER10R EXTERIOR TYP EXTERIOR R-10 FOAM Ca) HEADER TYP TYP EXTERIOR R-10 FOAM Cad WALL ASSEMBLY WALL ASSEMBLY HEADER TYP 1/2" GWB SELF-ADHESIVE WATERPROOF HEADER PER STRUCTURAL OR EXIST SELF-ADHESIVE WATERPROOF HEADER PER MEMBRANE INSTALL PER 8/A5.0 FOLD UP WEATHER MEMBRANE INSTALL PER 7/A5.0 STRUCTURAL -.-RESISTIVE BARRIER 1/2" GWB 0 MTL FLASHING OVER WEATHER RESISTIVE AND TEMPORARILY EXTERIOR SHEATHING MTL FLASHING OVER J-STOP OR BRICK TRiM BARRIER SECURE CORNER BEAD BRICK TRiM L-BEAD W/JOINT COMPOUND BRICK TRiM PER TYP DETAIL FOLD UP WEATHER -RESISTIVE J-STOP OR L-BEA 12/A5.0 �, / BARRIER & TEMPORARILY WiTH JOINT BRICK TRiM PER TYP DETAIL DOOR JAMB LINTEL PER STRUCTURAL , / EXTERIOR SHEATHING 02 SECURE COMPOUND WINDOW PER WINDOW 12/A5.0 LINTEL PER STRUCTURAL WEATHER- STRIPPING & MANUFACTURER TAPE WEATHER RESISTIVE 1O - SiLL PLATE SCHEDULE & MANUFACTURER TYP PRE -HUNG DOOR PER SCHEDULE BARRIER SEALANT 0 TYP WINDOW HEAD TYP EXTERIOR DOOR HEAD 1 1" =1'-0" *VERIFY TO MATCH EXiSTiNG 4 1_ 1_G�� *VERIFY TO MATCH EXiSTiNG TYP EXTERIOR WALL ASSEMBLY TYP EXTERIOR WALL ASSEMBLY VERIFY/MATCH EX REVEAL TRiM PER TYP DETAIL SELF-ADHESIVE WATERPROOF BRICK RICK0 MEMBRANE INSTALL PER 8/A5.0 SEALANT BRICK TRiM PER TYP DETAIL 12/A5.0 Q 5 WEATHER -RESISTIVE ,X WRAP INTO OPENING 9 I SiLL TAPE (WATERPROOF, \ AIRTIGHT TAPE) / WATERPROOF ,, AiRTiGHT TAPE WATERPROOF � ,I SEALANT AIRTIGHT TAPE WATERPOOF © 5 5ELF-ADHE5IVE WATERPROOF WEATHERSTRIPPING TYP AiRTiGHTTAPE' LEDGER FLASHING MEMBRANE INSTALL PER 7/A5.0 FOR SEALING PRE -HUNG DOOR AROUND DOORS / J-STOP OR L-BEAD WITH PER SCHEDULE © � JOINT COMPOUND WINDOW FLASHING ' CORNER BEAD DOOR JAMB 1. CUT THE WRB FLUSH WiTH THE ROUGH OPENING 6. INSTALL FLANGED WINDOW AND FASTEN TO / J-STOP OR L-BEAD WiTH 2. CUT THE WRB AT 45 DEGREE ANGLE TO A POINT STRUCTURE PER MFR'S INSTRUCTIONS. / SEAL TOP OF JOISTS 1/2" GWB JOINT COMPOUND 9" UP AND 9" OUT FROM THE UPPER CORNERS OF 7. WRB AT TOP FLANGE: UNFOLD WRB AND RUN iT / UNDER DECKING 1/2" GWB OVER THE TOP OF FLANGE. ' TYP WINDOW JAMB TYP EXTERIOR DOOR JAMB THE FOLD OUGH / 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY 8. FLANGE TAPE: USE FLANGE TAPE TO SEAL SECURE WITH MASKING TAPE 50 THAT IT CAN BE BOTTOM FLANGE TO THE WRB. PRESS FIRMLY TO 2 1" =1'-0" *VERIFY TO MATCH EXiSTiNG 5 1" =1'-0" *VERIFY TO MATCH EXiSTiNG INSTALLED OVER THE HEADER FLANGE OF THE AFFIX. DOOR FLASHING WINDOW LATER. 9. TAPE THE SiDE FLANGES TO THE WRB. 1. CUT THE WRB FLUSH AT THE DOOR R.O. / 4. FOLD BACK THE OTHER TWO EDGES OF THE WRB 10. TAPE THE WRB TO THE TOP FLANGE 2. AT THE DOOR R.O. HEAD, CUT THE WRB AT 45 DEGREE SiLL PER TYP DETAIL INTO THE ROUGH OPENING AND SECURE BY 11. TAPE THE DIAGONAL CUTS iN THE WRB ABOVE ANGLE TO A POINT 9" UP AND 9" OUT FROM THE UPPER DOOR PAN EXTERIOR DOOR W/ . THE WINDOW HEAD INTEGRAL THRESHOLD STAPLING. TO ENSURE POSITIVE DRAINAGE OF THE CORNERS OF THE ROUGH OPENING BACKER ROD ,< SiLL/PREVENT WATER INTRUSION, ADD A BACK DAM * 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY SECURE (2) BEADS OF BUTYL CAULK OR SLOPE SiLL AT THE BOTTOM OF THE R.O. NOTE: MAKE SURE TAPING i5 DONE FROM BOTTOM 3. MASKING TAPE 50 THAT iT CAN BE INSTALLED OVER FINISH FLOOR o ALONG SILL, 1" iN51PE FRONT AND TO TOP SO THAT ALL TAPE JOINTS ARE PROPERLY 6. INSTALL WP AIRTIGHT TAPE ON THE JAMB AND REAR EDGES, EXTEND CAULK 3" SHiPLAPPED. THE HEADER FLANGE OF THE WINDOW LATER. INTO THE FULL INTERIOR DEPTH OF THE ROUGH PRECAST SiLL W/ SLOPE TYP FLOOR 5. INSTALL SiLL TAPE ON WINDOW SiLL, EXTENDING 4. FOLD BACK THE OTHER TWO EDGES OF THE WRB INTO THE OPENING OVERLAPPING THE WRB. & DRiP TO MATCH EX ASSEMBLY Gu UP SIDES OF ROUGH OPENING iT UP EACH SiDE A MiN OF 4". ACCURATELY PRESS ROUGH OPENING AND SECURE WiTH AIRTIGHT TAPE. ADD A 7. INSTALL WP AIRTIGHT TAPE TO THE HEAD SELF-ADHESIVE WATERPROOF SELF ADHESIVE FLEXIBLE FLASHING, INTO CORNERS. OVERLAP THE VERTICAL FACE OF BACK DAM OR SLOPE SiLL AT THE BOTTOM OF THE R.O. 8. TAPE THE DIAGONAL CUTS iN THE WRB ABOVE MEMBRANE, INSTALL PER 7/A5.0 SLR EXTEND BELOW SLAB, MINIMIZE THE WRB APPROXIMATELY MiN V. TRiM AND THE DOOR HEAD. ENETRATiONS FOR REBAR PRESS/STRECH AROUND BOTH CORNERS. 5. INSTALL WATERPROOF AIRTIGHT TAPE ON SiLL AND INTO TYP EXTERIOR FULL DEPTH OF ROUGH OPENING, EXTENDING iT UP EACH *NOTE: MAKE SURE TAPING 15 DONE FROM BOTTOM dd WALL ASSEMBLY °d CAULK SiDE A MiN OF 6". ACCURATELY PRESS INTO CORNERS. TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY INTERIOR EXTERIOR SUB SiLL OR SHiM a a OVERLAP THE VERTICAL FACE OF THE WRB APPROXIMATELY SHiPLAPPED. a 2X CEDAR TRiM MiN 3". TRiM AND PRESS/STRECH AROUND BOTH CORNERS. TYP WINDOW SILL TO BE PRESSURE a ° CONCRETE SLAB TREATED 3 v=l'_O" *VERIFY TOMATCH EXISTING TYP DOOR THRESHOLD TYP WINDOW FLASHING DTL TYP DOOR FLASHING DTL @ EXTERIOR TYPICAL WINDOW NOTE: 1" =1'-0" *OR SiM 7 N.T.S. OR APPROVED EQUAL `'' N.T.S. OR APPROVED EQUAL 1. INSTALL BACKER ROD AND/OR FOAM INSULATION 9 ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP R-10 FOAM 9 HEADER TYP EXTERIOR BRICK TRiM TO MATCH EX BRICK MATCH EX TYP WALL ASSEMBLY (SALVAGED) (SALVAGGEED)) HEADER PER SELF-ADHESIVE GWB, UNO STRUCTURAL WATERPROOF MEMBRANE BRICK MOLD TO INSTALL PER 7/A5.0 TILE OVER MTL FLASHING OVER BRICK MOLD TO MATCH EX Gy�/B WRAP @ MATCH EX GWB TO DR JAMB GWB WRAP WATERPROOFED BRICK TRiM WINDOW JAMB AND DOOR DOOR PER DETAIL W/ 1/4" REVEAL DOOR PER SCHEDULE BACKER BRD. HEAD WINDOW PER WINDOW SCHEDULE LiNE OF DOOR LiNE OF DOOR DOOR JAMB WRAP TiLE @ BRICK TRiM PER TYP DETAIL WINDOW PER WINDOW JAMB, TYP JAMB, TYP DOOR FRAME GWB WRAP PER WINDOW HEAD 12/A5.0 PRECAST SiLL TO MATCH SCHEDULE TYP DETAIL 15/A5.0 WINDOW PER WINDOW LINTEL PER STRUCTURAL EX, WiTH SLOPE AND DRiP, DOOR PER DOOR DOOR PER DOOR DOOR PER SCHEDULE GWB, UNO SCHEDULE & MANUFACTURER SET 2 1/2" PROUD OF FACE SCHEDULE SCHEDULE SEALANT OF BRICK TYP 5/4x_ WOOD SiLL, PAINTED TYP WNDW HEAD SHOWER TYP EXT. WNDW TRIM TYP I�NT�.NDW TRIM TYP EXT. DOOR TRIM TYP INT. DOOR TRIM TYP INT DOOR HEAD 1"=10 15 1" =10 16 1" =1'-O" 1 ■ 1" =1'-O" TYP EXTERIOR TYP FLOOR ASSEMBLY VERIFY/MATCH EX REVEAL CL 2RICK /A5.ORiM PER TYP DETAIL DOOR, WHERE OCCURS DOOR, WHERE OCCURS DOOR, WHERE OCCURS SEALANT FiNiSH WOOD FLOORING FiNiSH WOOD FLOORING TiLE FLOORING SELF-ADHESIVE SCHLUTER TRANSITION SCHLUTER 5CHiENE SCHLUTER TRANSITION GWB FiNiSH CLG OR SOFFIT WATERPROOF MEMBRANE TYP WALL ASSEMBLY TRANSITION STRIP, STRIP, ALUMINUM INSTALL PER 7/A5.0 1/2"x8 WOOD BASE, ALUMINUM SEALANT PAINTED CARPET TiLE FLOORING CARPET 1x WP TRiM 9 SUBFLOOR SUBFLOOR SUBFLOOR BEAM WRAP, BEAM PER STRUCTURAL. WRAP TiLE @ WINDOW JAMB [3UILP-UP TO MATCH APJ STRIP, FLOORING STRIP, ALUMINUM STAINECORNERS MITER BEAM AS RE Q'D, BE M SiZE TiLE OVER WATERPROOFED VARIES PER LOCATION BACKER BOARD - I TYP WNDW JAMB @SHOWER TYP WD BASE DTL TYP WD TO CRPT TRANSITION TYP WD TO TILE TRANSITION TYP TILE TO CRP�TT RANSITION TYP BEAM WRAP DETAIL 1 -1 0 *VERIFY TO MATCH EX EXTERIOR FRAMED WALL TiLE OVER WATERPROOFED BACKER TYP ASSEMBLY: -TILE TILE TEMPERED GLASS TEMPERED CLEAR TiLE, THiNSET OVER FULLY BOARD -THIN SET SHOWER PANEL GLASS SHOWER WATERPROOFED BACKER WRAP TiLE Cad SiLL, SLOPE TO DRAIN -CEMENT BACK BPANEL 5LOPEOARD LOW PROFILE ALUMINUM OR BED OF SEALAN SHWR LOW PROFILE ALUMINUM BOARD �- -WATERPROOF MEMBRANE BUILT-UP CURB 31/2" 5.5. U-CHANNEL OR S.S. U-CHANNEL SEALANT -FRAMED WALL FLOOR TiLE OVER TILE SLOPE PRECAST SILL W/ SLOPE SUBSTRATE AND BED OF SEALANT GWB & DRiP TO MATCH EX RECESSED SHELF SUBFLOOR SHOWER P.T. BENCH FRAME SLOPE SiLL TO DRAT WATERPROOFING MUD SET SiLL MATERIAL PER TYP FLOORS TiLE OVER MUD SET FiN15H SCHEDULE ASSEMBLY PAN, SLOPE TO DRAIN, OVER CEMENT TILE SHOWER PAN--� BACKER B TYP EXTERIOR TYP OAR WALL ASSEMBLY BLOCKING FRAMED WALL NOTE: CONTRACTOR TO FULLY WATERPROOF ALL AREAS OF FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP SHOWER INCLUDING BUT NOT LiMiTED TO NICHE, WALLS, *FULLY WATERPROOF SHOWER WALLS TYP SHOWER PAN, AND CURB TYP WNDW SILL @SHOWER TYP RECESSE�DSH ELF DTL TYP U-CHANNEL DTL CURB TYP U-CHANNEL WALL TYP BENCH DTL -SECTION 11 1" =1'-0" *VERIFY TO MATCH EX EXTERIOR 2 3 1" =1'-0" 24 1" =1'-O" 2 5 1" =1'-O" PLAN ViEW 2 6 1-1/2" =1'-O" G INSTALLED WINDOW -------------- LLI U z � Q0 N LLJ . 00 or) 0 O Q U) m LLJ N 0 Z O J � � O 0 U 9716 REGISTERED ARCHITECT /k. HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 1 /31 /2024 PERMIT SET TYP. DETAILS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5.0 ELEVATION ViEW: 5/4X4 WOOD TOP FAiL. STAIN PER SPEC., CONNECTIONS PER RAILING MFR OR STRUCTURAL ENGINEER 2X2 WD VERTICAL RAILS, 2" HORIZONTAL CLEAR SPACING. STAIN PER SPEC., CONNECTIONS PER RAILING MFR OR STRUCTURAL ENGINEER TYP FLOOR A55EM13LY OR SIMILAR 4X4 WOOD NEWEL POST BEYOND. STAIN PER SPEC., CONNECTIONS PER RAILING MFR OR STRUCTURAL ENGINEER DOWEL SCREW FASTENER Ca@ RAILS, REFER TO RAILING MANUFACTURER INSTALLATION REQ'TS BOLT POST INTO FLOOR ASSEMBLY PER STRUCTURAL 0 GW13 TYP INTERIOR GUARDRAIL DETAIL 2"+/- WOOD TREAD, SCREW TO STEEL PLATE W/ CONCEALED SCREWS PER STRUCTURAL STEEL PLATE FOR TREAD, WELD TO VERTICAL 3X3 TUBE STEEL STEEL TAB, WELD TO PLATE PER STRUCTURAL VERTICAL 3X3 TUBE STEEL, WELD TO STEEL STRINGER PER STRUCTURAL 4X6 TUBE STEEL STRINGER PER STRUCTURAL INTERIOR STAIR DETAIL oil 5/4X4 WOOD TOP FAiL. STAIN PER SPEC., CONNECTIONS PER RAILING MFR OR STRUCTURAL ENGINEER 2X2 WD VERTICAL RAILS, 2" HORIZONTAL CLEAR SPACING. STAIN PER SPEC.; CONNECTIONS PER RAILING MFR OR STRUCTURAL ENGINEER FINISH FLOOR PER SPEC 4X4 WOOD NEWEL POST. STAIN PER SPEC.; CONNECTIONS PER RAILING MFR OR STRUCTURAL ENGINEER GWB OR WOOD TRiM IECTiONS PER :AL ENGINEER OR Icr1IUIv� IvIFR; INSTALL RAILING PER STRUCTURAL ENGINEER AND RAILING MFR REQ'TS 3/4" 3/4" NOSING 9 FiNiSH FLOOR 5/4XWD TRiM TO CONCEAL BOLTS AND STEEL PLATE STEEL PLATE BOLT TO LEDGER PER STRUCTURAL 4X6 TUBE STEEL STRINGER PER STRUCTURAL EX BRICK COLUMN BEYOND 3/4"X2" METAL TOP FAiL OR PER RAILING MFR 1/2" VERTICAL MTL BALUSTERS OR PER RAILING MFR, MAX SPACING 4" BTW BALUSTERS TYP EX MAiN FLOOR DECK ASSEMBLY 3/4"1 METAL BTM FAiL OR PER RAILING MFR 2X2 METAL P05T OR PER RAILING MFR STEEL PLATE PER RAILING MFR, ALL CONNECTIONS PER STRUCTURAL OR PER RAILING MFR EXi5TiNG STONE CAP TYP EX EXTERIOR WALL A55EM13LY 9 DECK *ALL CONNECTIONS PER STRUCTURAL ENGINEER OR RAILING MFR; INSTALL RAILING PER STRUCTURAL ENGINEER AND RAILING MFR REQ'T5 i i i i i 11 1/2" 5L I 2" I I I I I I I O j I TYP EXTERIOR GUARDRAIL DETAIL INTERIOR STAIR DETAIL @LANDING V=1'-0" ELEVATION ViEW: 2X4 WD SLAT (SPECIES PER SPEC); 2 1/4"1 SPACING, EQUAL SPACING (MAX 4"). STAIN PER SPEC DOWEL OR BOLT BOTTOM OF SLAT WALL PER STRUCTURAL FINISH TREAD PER SPEC )ING (BETWEEN LOWER TYP SCREEN WALL DETAILS LEAST 4" AND LESS \ THAN 6-1/4" PERIMETER DIMENSIONS WD — HANDRAiL W/ 0.01" (� 1 RADIUS EDGE TYP HANDRAIL HANDRAIL ABLE TO PER DETAIL I I WITHSTAND 20OLB5 --WD HANDRAIL SCREW TO 3/16" CONTINUOUS WD SLAT WALL PER METAL FAIL DETAIL & STRUCTURAL MTL BRACKET PER FiNiSH SELECTION LiST WD SLAT WALL PER DETAIL AND STRUCTURAL TYP HANDRAIL DETAIL I NT. STAIR & HANDRAIL DETAIL 1" =1'-0" PLAN ViEW LANDING (BETWEEN LOWER AND MAiN FLOOR) UP DN N ►t I►t ►t ►t 2X4 WD SLAT; 2 1/4"1 SPACING (EQUAL SPACING; MAX 4"). STAIN PER SPEC DOWEL OR BOLT BOTTOM OF SLAT PER STRUCTURAL. FiNiSH TREAD PER SPEC, TYP 2"+/- WOOD TREAD, SCREW TO STEEL PLATE W/ CONCEALED SCREWS PER STRUCTURAL STEEL PLATE, WELD TO TUBE STEEL STRINGER PER STRUCTURAL WELD HORIZONTAL 1/2"1 5TL BAR FROM POST TO TUBE STEEL PER STRUCTURAL STL TAB WELD TO PLATE PER STRUCTURAL 4X6 TUBE STEEL STRINGER PER STRUCTURAL ELEVATION ViEW: *MATCH DETAIL AT LANDING BETWEEN MAiN AND UPPER FLOOR 2X4 WD SLAT; 2 1/4"+/- SPACiNG (EQUAL SPACING; MAX 4"). STAIN PER SPEC 4X_ WD BEAM TO ALIGN W/ MAiN FLOOR FRAMING DEPTH STAiR BEYOND 2X4 WD SLAT; 2 1/4"+/- SPACING (EQUAL SPACING; MAX 4"). STAIN PER SPEC w U z C) CV LIJ � 0 O Q U) m UJ 0 UJ CV c Z O J I*-- O o U 9716 REGISTERED ARCHITECT //-I•� GHEIDI 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: 1 /31 /2024 PERMIT SET TYP. DETAILS RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5.1 STRUCTURAL NOTES C GI (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF DECK 60 PSF EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS D (DEFAULT) SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.305 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 1.044 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 1.044 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 1.183 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 00 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.161 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. BASE SHEAR (V), V = CSW = RD I W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 97 MPH EXPOSURE D KZT 1.36 SEE PLANS FOR ADDITIONAL DESIGN LOADS STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH SECTION 1704.4 OF THE IBC. SPECIAL INSPECTION FOR THE ABOVE SYSTEMS SHALL BE AS INDICATED IN THE SPECIAL INSPECTION TABLE BELOW. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS FOUNDATION BEARING CAPACITY VERIFICATION X GEOTECH ENGINEER CONCRETE ADHESIVE ANCHORS X STRUCTURAL STEEL FABRICATION & ERECTION X HIGH STRENGTH BOLTING X SHOP & FIELD WELDING SINGLE PASS FILLET WELDS <_ 5/16" X OTHER WELDING X NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR ENGINEER'S REVIEW. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED & SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR HAVE BEEN RECEIVED. DEFERRED APPROVAL ITEMS FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: REPORT NOT AVAILABLE AT TIME OF DESIGN ALLOWABLE SOIL PRESSURE: 2000 PSF (ASSUMED; TO BE FIELD VERIFIED DURING CONSTRUCTION) LATERAL EARTH PRESSURE: UNRESTRAINED: 35 PCF + ANY APPLICABLE SURCHARGE RESTRAINED: 50 PCF + ANY APPLICABLE SURCHARGE PASSIVE: 300 PCF COEFFICIENT OF FRICTION: 0.35 FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c* WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD SLABS ON GRADE 3000 PSI 0.55 5 1/2 SACK N/A FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A WALLS 4000 PSI j 0.45 5 1/2 SACK j N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE 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 CHAPTER 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. *PROVIDE f'c SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI 318, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 25 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f'c = 2500 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 24 18 9 30 23 12 #4 31 24 12 41 31 15 #5 39 30 15 51 39 19 #6 47 36 18 61 47 23 #7 68 53 21 89 68 27 #8 78 60 24 102 j 78 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR CONCRETE COVER ON REINFORCING ENGINEER OF RECORD WHO SHALL REVIEW THEM AND INDICATE THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED SUBMITTALS SHALL BE CONCRETE EXPOSED TO EARTH AND WEATHER: STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" 1. GUARDRAILS AND THEIR ANCHORAGE 2. STEEL STAIRS CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH CORNER. EXTEND BARS T-0" BEYOND EDGE OF OPENING. IF T-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. Ajglollgatl VENEER SHALL BE ANCHORED TO BACKING WALLS PER SECTION 1406 OF THE IBC WITH 7/8" x 22 GA CORRUGATED SHEET METAL, 7/8" x 16 GA NON -CORRUGATED SHEET METAL, OR NO. 9 GAGE WIRE ANCHORS MINIMUM. ANCHOR TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN TWO SQUARE FEET OF WALL AREA AND SHALL BE SPACED NOT MORE THAN 32" OC HORIZONTALLY AND 25" OC VERTICALLY. WIRE ANCHORS SHALL HAVE ENDS BENT TO FORM AN EXTENSION FROM THE BEND AT LEAST 2" LONG, AND SHALL BE WITHOUT DRIPS. WIRE ANCHORS SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A NO. 9 GAGE HORIZONTAL JOINT REINFORCEMENT WIRE. THE JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. WHEN APPLIED OVER WOOD OR METAL STUD CONSTRUCTION, STUD SPACING SHALL NOT EXCEED 16" OC. APPROVED VAPOR BARRIER SHALL FIRST BE APPLIED OVER THE SHEATHING. EMBED ANCHORS IN THE MORTAR JOINT (MORTAR OR GROUT FOR HOLLOW UNITS) A MINIMUM OF 1 1/2" WITH AT LEAST 5/8" MORTAR OR GROUT COVER TO OUTSIDE FACE. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES, ANGLES, CHANNELS, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE C, RECTANGULAR/SQUARE Fy = 50 KSI, ROUND Fy = 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"0 MINIMUM, UNO ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL MEMBERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. WELDING WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING BARS IS NOT PERMITTED. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G 185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.5. TIMBERSTRAND, MICROLLAM, AND PARALLAM MEMBERS FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fv (PSI Fc (PSI) BEAMS & POSTS (d < 9 1/2") LSL 1.3E 1,700 425 1,835 RIMS & BEAMS (d >_ 9 1/2") LSL 1.55E 2,325 310 - BEAMS & POSTS LVL 2.0E 2,600 285 2,510 POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 BEAMS (d >_ 9 1/2") PSL 2.0E 2,900 290 - TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER MANUFACTURES RECOMMENDATIONS. WOOD I -JOISTS, MANUFACTURED BY WEYERHAEUSER CORPORATION SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED BY THE BUILDING CODE. PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED. MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ALL I -JOISTS ARE TO BE CONNECTED TO FLUSH BEAMS OR WOOD LEDGERS WITH SIMPSON IUS, ITS, OR MIT HANGERS. PROVIDE WEB STIFFENERS AS REQUIRED. RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 011 �1124 LLI Q m 0 ---- rH O Y Q DESIGN: JDM DRAWN: LVW CHECK: DMT JOB NO: 23096.10 DATE: 01 /31 /24 N 0 00 W U w 0 Q m w Z W 0 0 J OD 0 I--. U T­ w SHEET: Simi V / W F_ 0 Z LL ZD U D LL r� V / STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2. WALL BASE PLATE ON CONCRETE WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6'-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF END OF PLATES, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. 4. DIAPHRAGM NAILING ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. l.�e\��i�tit/e\ l���r�1�7e1►1�1»e���»►1��:7e��[�7►(.y CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. 6. GYPSUM WALLBOARD NAILING ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING NATIVE SOIL PPIP,— — — — — EXTENT OF FRAMING GRANULAR FILL STRUCTURAL STEEL COLUMNS P COLUMN BEARING RATED SHEATHING ON BEAM BEAM CONTINUOUS SHEAR WALL OVER SUPPORT (SEE SCHEDULE) SWX COLUMN MARK G� CONCRETE WALL (SEE SCHEDULE) / BEARING STUD FOOTING MARK O WALL (SEE SCHEDULE) NON -BEARING HOLDOWN MARK STUD WALL (SEE SCHEDULE) BEARING STUD HANGER MARK SHEAR WALL (SEE SCHEDULE) O NON -BEARING FLAG NOTE STUD SHEAR WALL (SEE PLAN NOTES) CMU WALL STEEL MOMENT P, �V FRAME CONN. ABBREVIATIONS (A) ABOVE ANCHOR BOLT ALTERNATE ARCHITECT BELOW BLOCKING HORIZ HORIZONTAL KING POST KIPS PER SQUARE INCH AB ALT KIP KSI ARCH (B) BLKG MECH MECHANICAL MOMENT FRAME NEAR SIDE MF NS BM BOT BEAM BOTTOM OC ON CENTER OPPOSITE PLATE PLACES POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT OPP BTWN BETWEEN COMPLETE JOINT PENETRATION PL CJP PLCS CLR CLEAR CONCRETE MASONRY UNIT PSI CMU PSF COL COLUMN P/T POSTTENSIONED CONC CONCRETE PT PRESSURE TREATED CONN CONNECTION REINF REINFORCING CONT CONTINUOUS REQ'D REQUIRED DBL DET DOUBLE DETAIL SCHED SIM SCHEDULE SIMILAR SLAB ON GRADE STANDARD SHEAR WALL TOP OF CONCRETE TOP OF STEEL TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE DIM DIMENSION SOG EA EACH STD ELEV ELEVATION SW EXIST EXISTING TOC EXP FLR EXPANSION TOS FLOOR TOW FDN FTG FOUNDATION FOOTING FAR SIDE FULL HEIGHT GLUE -LAMINATED BEAM TYP LINO FS VFY VERIFY VERIFY IN FIELD VERTICAL FH VIF GLB VERT RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT = -0- 4a�lhl ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 011 �1124 W I- .� Q m 0 ---- rH O Y Q DESIGN: JDM DRAWN: LVW CHECK: DMT JOB NO: 23096.10 DATE: 01 /31 /24 N 0 � La� � U W 0 ?� m W H 0 w z W o 0 J 00 0 I- Ifl U T­ W SHEET: V / W F_ 0 z J Q ZD U D V) S102 w z 9 1/4" FOUNDATION PLAN NOTES: 1. REFERENCE TO SLAB ELEVATI MINIMUM OF V-6" BELOW P 2. FOOTINGS AND SLAB ON GRI 3. WHERE SLAB ON GRADE IS Il� REINFORCEMENT. SLAB SHAI 4. REFER TO PLAN AND "CONCF DETAIL 2/S4.1 FOR CONTROL 5. 0 INDICATES FOOTING T' 6. REFER TO SHEET S4.1 FOR FC 7. PLACE ALL REINFORCEMENT FOR ADDITIONAL CONCRETE FOUNDATION PLAN SCALE: 1/4" = 1'-0" RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ■■ =�� 1 1 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01131124 W F- .� Q m o ---- rH 0 Q DESIGN: JDM DRAWN: LVW CHECK: DMT JOB NO: 23096.10 DATE: 01 /31 /24 Z CO Q N � 0 O W � 00 U Z O 0 Lw Q m F- W �V a 0 0 w Z Z La 0 � J O � � � 0 O w 3 U W L.L- SHEET: S201 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 5 9 1 9 1 9 1 9 1 PHONE (425) 778-8500 56.2 y 56.2 y 56.2 56.2 56.2 56.2 56.2 FAX (425) 778-5536 HSS 8x4x1/4 (FLAT) HSS 8x4x1/4 (FLAT) HSS 8x4x1/4 (FLAT) ® HSS 8x4x1/4 (FLAT) 9 Tilli 56.2 � 0 'yss 56.2 Q Ll lrt5 co /,c� j x INFILL 7" THICK SLAB W/ #4 @ 12" y� 00 II Inc EXIST 0'-10" x 0'-10" ?� 1 B 7 ?� EA WAY, MID -DEPTH. DRILL & N CONC COLUMNS, TYP EPDXY RENF INTO EXIST SLAB N CONN PER 56.2 56.2 CO N P HIT-HY 200 & 3" EMBED X DET 1/S6.1 WRx10 w ----- CONN PER DET 1/56.1 5 M. 11 -------—————— — — — — —— —-------------- o� J EXIST CONC J BEAM, TYP 18" 5 � INFILL 8" CONC WALL `n F- #4 3" @ 24" OC (HORIZ); 56.2V Ln Q DRILL & EPDXY INTO EXIST WALL W/ #4 @ 12" OC EA 1 u 45901 L F- W/ HILTI HIT-HY 200 & 4" EMBED, WAY CENTERED N X Q 56.2 F- L `) TYP EA SIDE -1 - x - 1 N NAL CO cn V m Xa X 56.2 X¢ w ; w III; 01/�I/2� HSS 8x8x3/8 EXIST W10x15 Q 1 56.2 0 HSS 8x4x1/4 (FLAT) Ln L" Ln M M M H H H O r4 O r-4 O N .0-I N N W @) w W @) C~C z G U O N N N O _ m X co N �n U BM3 HDR w m W w _ 0 a N C'4 uo EXIST 3 1/8" ' u) x 12" GLB FIELD CONN '~ SIM 7 w � LL Cl �,� PER DET 1/56.1 w 56.1 C W '� ,� F- rl �S CrH st W10x19Nro Q BM4 Q BM4 BM4 O HU412 FACE MOUNT HANGER \P� CONN PER �� F Q '7 0 W/ (22) 1/4" 0 x 1 3/4" TITEN - DET 4/S6.1 CONN PER �,o+�s� _ > TURBO SCREWS \P\ � °�' DET 1/S6.1 EXIST 12" TJI 35 @ 16" OCLL GAF o DESIGN: JDM m -1 4 - I EXIST W8x20 W10x39 Q m — — I DRAWN: LVW m - (DROPPED) /y BM4 CONN PER �' 11 8 CHECK: DMT DET4/S6.1 N 56.1 56.2 v, JOB NO: 23096.10 X X w w 0 0, o G� G5 0 o M DATE: 01 /31 /24 I - BM4 - - /9 in io �p io / rl o r, r-I c-I Q aU CU @) Ln Ln Ln Ln M M M M N N jy N T7 7 N Ln N N X X co X w w w w E) ST 3 1/8" x 12" GLB ILI I �S Q �11- Q Z a F11 3 / r1 S5.2 �J Z 3 L S5.2 Q --- ------------ p O LL. 00 W 0) U W 0 p m 0 H W 0 � Z w o 0 Z Q w —1 0 I- p U � w RECEIVED Feb 01 2024 SHEET: FLOOR FRAMING PLAN NOTES: CITY OF EDMONDS DEVELOPMENT SERVICES 1. REFER TO S2.3 FOR PLAN NOTES. DEPARTMENT MAIN FLOOR FRAMING PLAN 1 SCALE: 1/4" = 1'-0" 2'-0" 0 2'-0" 4'-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01131124 W � Q m o ---- rH 0 I DESIGN: JDM DRAWN: LVW CHECK: DMT JOB NO: 23096.10 DATE: 01 /31 /24 N 0 � W � � U Z � Q TYPICAL FLOOR FRAMING PLAN NOTES: W O ?> 1. FLOOR SHEATHING SHALL BE 3/4" PI 48/24 WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM 7. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. m J BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 12" OC AT INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 2/S5.1. 8. UNLESS NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU SERIES FACE MOUNT Q .. (/) HANGERS W/ MAX NAILING. W 0 2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. ROOF FRAMING PLAN NOTES: � N Z La 0 3. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2" 0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD 1. REFER TO S2.4 FOR PLAN NOTES. J 00 POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. 0 Q U W 4. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. 5. TYPICAL HEADERS AT BEARIN( STUD AND (1) FULL HEIGHT ST 6. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. UPPER FLOOR & LOWER ROOF FRAMING PLAN SCALE: 1/4" = V-0" RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ■■ =�� 1 1 SHEET: Z Q n w L.L. 0 0 O 0 LL.W w W I CL �:: CL S203 TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. UNLESS NOTED OTHERWISE, HEADERS SHALL BE 46 HF#2 WITH (1) CRIPPLE STUD + (1) KING STUD. 3. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. 4. REFER TO DETAIL 3/S5.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 5. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. UPPER ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 011 W 24 J Q Cam_ z C O m r U � (n re W Lu 0 d Lj F- .� Q m o ---- rH 0 I DESIGN: JDM DRAWN: LVW CHECK: DMT JOB NO: 23096.10 DATE: 01 /31 /24 Z Q n V Z L Q � N L.L. 0 O W � LL- - a 0 w 0 0 o m J H W 0 Ld W OZ 0 0 I� O U W � SHEET: S20 4 40�ohl ENGINERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Zg M. T VJP O J H Z m U � (n W �u d W Q m Y Q DESIGN: JDM DRAWN: LVW CHECK: DMT JOB NO: 23096.10 DATE: 01 /31 /24 N 0 000 W Cy) � � W 0 W m J W H V) ZD � 0 0 N Z Ld _jo0o� _ 0 r o U UAW (� � U- SHEET: RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BEAM SCHEDULE 4= — MARK BEAM REMARKS HANGER AS REQ'D (UNO) E 45 01 FJ2 2x10 HF#2 16" OC sSIONAL 01/ �1/ 24 H O_ 0 O S3ml BM1 4x8 HF#2 JOIST SCHEDULE MARK JOIST SPACING REMARKS FJ1 11 7/8" TJI 110 16" OC SEE NOTE 3 COLUMN SCHEDULE MARK COLUMN SIZE COLUMN SIZE REMARKS FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING COMMENTS F1C 1'-4" x 1'-0" DEEP x CONTINUOUS (3) #4 CONTINUOUS SEE DETAIL 5/54.1 F2 2'-0" x 2'-0" x 1'-0" DEEP (3) #4 EACH WAY BOTTOM - F2.5> 2'-6" x 2'-6" x 1'-0" DEEP (3) #4 EACH WAY BOTTOM - F3\ 3'-0" x 3'-0" x 1'-0" DEEP (4) #4 EACH WAY BOTTOM - NOTES: 1. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECHNICAL ENGINEERING REPORT. 4= 1 "All CORNER BARS x Q "A" MAY BE SUBSTITUTED FOR ALL 90' HOOKED BARS STD 90' HOOK TYP UNO UNO, VERT CORNER BARS SHALL BE SAME SIZE TABULATED FOR MIN WALL REINF FOR THICKER WALL "A" = SPLICE LENGTH SEE NOTES, DETAILS, OR PLANS FOR (1) #4 VERT REQ'D REINF. ALL BARS TO BE CONT OR SPLICED PER STRUCTURAL NOTES STD 180' HOOK HORIZ CORNER BARS OF SIZE AND SPACING TO MATCH (2) #6 VERT REINF OF THINNER WALL — I IN ALL AREAS WITH EXPOSED CONC FLOORS, EDGE SLAB WITH 1/8" MAX RADIUS AND FILL JOINT WITH SEALANT PROVIDE 5/8"0 x 2'-0" SMOOTH SLIP DOWEL BARS AT 12" OC, TYP UNO 0 GREASE THIS J HALF OF BAR TYPICAL CONSTRUCTION JOINT Q SAWCUT JOINT - IN ALL AREAS WITH EXPOSED CONC. FLOORS, FILL JOINT WITH SEALANT. IN LIEU OF SAWCUT JOINTS CONTRACTOR MAY USE ZIP STRIP PLACED WITH SLAB ® ® Q • • © 0 PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE NOTED OR SHOWN "A" TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS PT SILL PLATE & ANCHOR BOLTS PER STRUCTURAL NOTES EXIST SLAB ON GRADE SECTION SCALE: 1" = V-0" II ® ® • SIZE & REINF PER PLAN & SCHED STUD WALL PER PLAN #3 x V-6" @ 12" OC DOWELS EA SIDE, DRILL & EPDXY W/ SIMPSON SET-XP w` 4 CI luM = Q J d W Q W W W d CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT. REINF SHALL NOT PASS THRU JOINT CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT TYPICAL CONTRACTION JOINT TYPICAL SLAB ON GRADE DETAILS PIPE 2 TRENCH EXCAVATION PARALLEL TO FTG SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF o x Q m� NOTE: AT LOCATIONS WHERE POST IS LOCATED WITHIN STUD WALL, POST BASE NOT REQ'D. BEAR POST ON SILL PLATE & FASTEN W/ (4) 10d TOE NAILS. VO PIPES ALLOWED IN THIS REGION. LOWER =TGS AS REQ'D SIMPSON ABW POST BASE W/ 1/2"0 x 6" SIMPSON TITEN HD SCREW ANCHOR EXIST SLAB ON GRADE II II II LOWER BOF AS REQ'D PIPE TRENCH EXCAVATION PARALLEL 9" MIN 1D TO FOOTING IS NOT ALLOWED TYP BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS POST PER PLAN #3 x V-6" @ 12" OC DOWELS EA SIDE, DRILL & EPDXY W/ SIMPSON SET-XP L 4" L, � • SIZE & REINF `Y PER PLAN SECTION = a J d d w w w a ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 SCALE: 1" = V-0" v SCALE: 1/2" = V-0" J 8„ NOTE: Z EXIST FOUNDATION WALL CONTRACTOR IS RESPONSIBLE FOR TEMPORARY STUD WALL O m BRACING OF EXISTING FOUNDATION WALL. PER PLAN N CHIP EXISTING N BRACING SHALL REMAIN IN PLACE UNTIL NEW #3 x 18" DOWELS, DRILL & 0- ~ FOOTING AS REQ'D CONCRETE HAS REACHED ITS 28 DAY STRENGTH. EPDXY INTO EXIST SLAB W/ PT SILL PLATE AND HILTI HIT HY-200 W/ 4" EMBED ANCHOR BOLTS PER STRUCTURAL NOTES W w 0 a (2) ROWS OF #4 BARS @ ADDED CONTINUOUS #4 ® X X 24" OC W/ HILTI HIT-HY I I w 200 EPDXY & 6" EMBED 2 II �� Q m H 12 1 0 12 z #4 @ 12" OC HORIZ EXIST SLAB ON GRADE #4 @ 12" OC EA WAY O REMOVE AND REPLACE 9 y ADDED CONTINUOUS #4 EXIST SLAB AS REQ'D Q w o Q (2)#4TOP DESIGN: JDM � 2i o Q DRAWN: LVW ® o NOTE: CHECK: DMT CONTRACTOR TO CONFIRM SLAB JOB NO: 23096.10 #4 @ 7" OC VERT MIRADRAIN 6000 REINFORCING LOCATION W/ GPRS MIRGE AIN MATTING, DRAINAGE MATTING, MATTING, SCADRAINAGE EX SNINIG REBONOT DRILL THROUGH DATE: 01 /31 /24 TIGHTLINE TO DRAIN SLAB ON GRADE & TIGHTLINE TO DRAIN SUBGRADE PER PLAN o ® 4" PVC PIPE. TIE INTO EXISTING DRAINAGE SLAB NGRADE COLUMN BASE 3" PVC PIPE @ 8'-0" OC lo PER p0 CONNECTION BY CANOPY COLUMN OTHERS BY OTHERS X X X X X X X X X X X X ALT HOOK AS SHOWN EXISTING SLAB a-- °°OODOOo O �Ovo 00 o --0— 00000 0O000 00 po po 0 — — — — — — — — — — — — — — — — -------- Ell I Ell I I Il I l I I l I I I l I l o M of I I Ell I l I I —1 o III 11 � —� 1 l I I I I I-1 • ®IIIl I I I _ i' -®- -- • I11 11,��� ,I I I, 4" PVC PIPE. TIE INTO CONT #4 @ 12" OC, BOT #4 @ 7" OC 8" EXISTING DRAINAGE 6'-10" of r, u AT SIM SECTION, 2'4" 2 -2 lo, W/ (3) #4 CONT SECTION SECTION6 )�L������T�ION�W�ALL�SEC�TIO�N...... 80 SCALE: 1" = V-0" SCALE: 1" = V-0" Q N W O 0 0 W � U Z � O �?p.< 0 m a W�V 0 0 z Z Woo � J � O r 0 O w U W L.� � RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: S4.1 C GI NOTE: SUPPORTS AT SOLID POSTS SIM BEAM PER AND SCHE SIMPSON LTP4 C A35 FRAMI� ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER F,_ WHIM aivu PARALLEL TO STUD WALL JOIST DIRECTION PER PLAN STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" SOLID cTIIn rniIi 2 1/4" END DISTANCE, TYP PERPENDICULAR TO STUD WALL (2) ROWS OF (8) 0.131"0 x 3" NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE lk 3" OC \lk SPACING TOPCHORD SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131" 0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. 6'-0" MIN BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERTICAL STUDS 0 TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPICAL TOP PLATE SPLICE DETAIL SCALE: 1" = V-0" NOTE: 2x OR 3x BLOCKING ONLY IF STAGGER SHEATHING AS SHOWN. BLOCKED DIAPHRAGM IS SPECIFIED FRAMING MEMBERS INTERMEDIATE W/ SPACING PER PLAN FRAMING MEMBERS STUD SHEATHING WALL PANEL, TYP II II I I I CONTINUOUS PANEL EDGES II II I I II I II I I II �I SUPPORTED r PANEL EDGES II II I II II II II II _ II J L II _ II _ II _JL_J� DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"0 x 3" NAILS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED. OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = V-0" TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE OR STRUCTURAL NOTES ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW 0.131"0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = V-0" EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B.'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Ir 15 M T og wasp "�IUO�N�AL J H H Z 2 O_ co F- D IZ N r ~ U � W Lu a 01131124 w Q m O Y Q DESIGN: JDM DRAWN: LVW CHECK: DMT JOB NO: 23096.10 DATE: 01 /31 /24 N 0 � W � p� U F- W 0 ?� o m W H 0 � Z W O 0 J 00 0 I--. 0 U T­ W SHEET: V Q W 0 PAP, S5.1 C GI TREAD/RISER PER ARCH USE 1 1/8" PLYWOOD TREADS LINO 2x12 BLOCKING AB PER STRUCTURAL NOTES OR PROVIDE HILTI X-DNI (0.145"0) @ 12" OC. EMBED MIN 2" INTO CONCRETE W/ STANDARD STEEL WASHER TREATED 2x SILL PLATE --% o X X X X X X X X XLLJ N �ODO °OOOO �� 00°� 00° ° o° O O °o O °o � o° w � � a 1 1 SIZE & REINFORCING m MAXIMUM SLOPE PER PLAN AND SCHEDULE A. TYPICAL STRINGER TO LOWER LANDING TYPICAL STAIR SECTIONS SCALE: 1" = V-0" 2x12 NOTCHED STRINGER DO NOT OVERCUT NOTCHES FOR TREAD/RISER 2x6 SISTERED TO SIDE OF 2x12 W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" OC AS SHOWN 2x6 SISTERED 3LOCKING -VELED PLATE -UD WALL OR JI PER PLAN O —V IVIMA JrMild DC 11NLCIV LANDINGS B. TYPICAL STRINGER TO PONY WALL TREAD AND RISERS PER ARCH BEAM PER PLAN --� SIMPSON HUC28-2, EACH STRINGER, WITH FULL NAILING 2x12 NOTCHED STRINGER 2x6 SISTERED PER SECTION A NOTCH BEAM AS REQUIRED 8'-0" MAX SPAN BETWEEN LANDINGS C. TYPICAL STRINGER TO CENTER BEAM BEAM PER PLAN 2x12 STRINGER --i EXIST STUD WALL 2x PT LEDGER W/ (2) PER PLAN 5/8"0 x 5" TITEN HD ANCHORS @ 16" OC EMBED NI EXIST FLOOR SHEATHING ff JOIST PER PLAN & SCHED HANGER PER SCHED EXIST CONIC WALL TYPICAL FLOOR -TO -WALL CONNECTION SCALE: 1" = V-0" (4) 8d NAILS @ BLOCKING `JOIST PER PLAN BLOCKING HUC28-2 W/ @ 24" OC FULL NAILING D. TYPICAL STRINGER TO UPPER LANDING EXI ROOF INFILL DETAIL SCALE: 1" = V-0" VARIES PER PLAN STAIR - JIJ I -- I V -- I - TYPICAL STAIR SECTION GAP (IF REQUIRED) TO SUIT ARCH FINISHES. TYPICAL STAIR SECTION SCALE: 1" = V-0" SHEATHING WHERE NOTED ON PLAN RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 '. MAT og WA j�G 01/31/24 1 J H H z 2 O m CL N (Y U � W Lu W Q m o � 0 Y (Y Q DESIGN: JDM DRAWN: LVW CHECK: DMT JOB NO: 23096.10 DATE: 01 /31 /24 co N 0 CC) U � W 0 ?� o m W H 0 w Z W O 0 J 00 0 I- ID U T--- W SHEET: �� r S5m2 C GI 1/2" TYP i I I I m I I � N W J I Q I a I N I i N 3„ 11/2" BEAM TO BEAM 1/2" TVo -- -- - -- - aNGE BEAM TO COLUMN BEAM SIZE NO OF BOLTS PL LENGTH (L) PL THICKNESS WELD SIZE DIM (a) DIM (b) W10 (2) 7/8" 0 6" 1/4" 1/4" 1 1/2" 1 1/2" NOTES: 1. ALL BOLTS SHALL BE A490-N, TYP UNO BOLT HOLES SHALL BE STANDARD SIZE, TYP UNO. 2. BOLT INSTALLATION SHALL BE PER AISC SPECIFICATIONS, LATEST EDITION. TYPICAL SINGLE PLATE SHEAR CONNECTION TABLE SCALE: NTS 1W1 EQ EQ cr W J up L J a BASE PL TYPE 'A' 4 BASE PLATE, COL AND AB PER SCHED 1W1 BASE PL TYPE 'B' TYPICAL BASE PLATE DETAILS SCALE: NTS J BASE PLATE, �n COL AND AB PER SCHED BASE PLATE, COL AND AB PER SCHED BASE PL TYPE 'C' SHEATHING & NAILING PANEL EDGE NAILING PER PER PLAN STUD WALL PER PLAN NOTES HANDRAIL & FRAMING PLAN NOTES 16d @ 6 OC SILL PLATE ANCHORAGE TO SIMPSON A35 CLIP PANEL EDGE NAILING NAILING EXIST FLOOR SHEATHING FRAMING BY OTHERS @ 24" OC PER PLAN NOTES 1 1/2" LSL CONT RIM 1 1/2" LSL CONT RIM �(3)0.131"0x3" 16d TOE NAILS @ 8" OC NAILS EA END 2x NAILER PER DET 7 NAILER PER DETAIL 7 JOIST PER PLAN 1 1/2" LSL BLKG @ 4'-0" OC EXIST JOISTS PER PLAN J BEAM PER PLAN BEAM PER PLAN BEAM PER PLAN AND SCHED SECTION SCALE: 1" = V-0" SECTION SCALE: 1" = V-0" SECTION SCALE: 1" = V-0" TYP SECTION SCALE: 1 1/2" = V-0" SHEATHING & NAILING PER PLAN 2x NAILER RIPPED TO WIDTH OF BEAM W/ 5/8"0 CARRIAGE BOLTS @ 24" OC STAGGERED EACH SIDE OF WEB FLOOR JOISTS PER PLAN & SCHED ITS TOP FLANGE HANGERS EXISTING 2x6 NAILER EXIST FLOOR JOISTS PER PLAN EXIST BEAM PER PLAN 1/4" CAP PL, TYP EA COL SECTION SCALE: 1" = V-0" BEAM PER PLAN AND SCHED i � m BEAM PER PLAN I m AND SCHED = 3/4" BRNG PL 3/8" STIFF PL SPACED AT WIDTH OF BEAM + 1/8" 1 4 8 1 1/2"W/ (2) 3/4" A307 BOLTS (3) SIDES 1 4 TYPICAL WOOD BEAM TO STEEL BEAM CONNECTION SCALE: 1" = V-0" PANEL EDGE NAILING PER PLAN NOTES SHEATHING & NAILING PER PLAN FLOOR JOISTS PER PLAN & SCHED ITS TOP FLANGE HANGERS I STEEL BEAM PER PLAN (2) 3/4"0 A325 BOLTS s SECTION SCALE: 1" = V-0" r (4) 3/4"0 THRU BOLTS BEAM PER PLAN (2) L4x4x3/16 x 8" LONG EA SIDE OF BEAM WEB FLOOR SHEATHING EXISTING 1/4 V PER PLAN NOTES WF BEAM PER PLAN 2x NAILER BEAM PER PLAN I I II II + I I II II + STEEL BEAM I I + PER PLAN I I I I 1I- I I REFER TO DETAIL 1 FOR PLATE + I I I & BOLTS, TYP (3) LOCATIONS �I + I I WF BEAM + I I I I I I I I I PER PLAN I I I I COLUMN CONN COL PER PLAN PER DETAIL 3 STEEL BEAM CONNECTION DETAIL 101 SCALE: 1" = V-0" SECTION SCALE: 1" = V-0" l KERF PLATE CONN PER T DETAIL 6 END PL 3/8 x BEAM WIDTH x BEAM HEIGHT TIMBER COLUMN PER PLAN RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 15 M T og WAsp 011 W 24 J Z 2 O_ m F CL N U � U W Lu W � Q m O Y DESIGN: JDM DRAWN: LVW CHECK: DMT JOB NO: 23096.10 DATE: 01 /31 /24 N 0 00 LLB � 0) U w 0 o m LIJ 0 Z W 0 0 J 00 0 I--. 0 U T--- W SHEET: 0 S6.1 C GI I I I I II 1 PER PLAN TYPICAL CONCRETE OPENING ELEVATION SCALE: 1/2" = V-0" EXIST CONC WALL 6i- ' t Ilk Ilk GAP 11/2" I in N TO WALL PER ARCH HSS HEADER PER PLAN 1/2" 0 THREADED ROD @ 24" OC W/ HILTI HIT-HY 200 EPDXY W/ 6" EMBED HSS 8 x 4 x 1/4" COLUMN, TYP FO SLAB PER ARCH NOTE: CONTRACTOR RESPONSIBLE FOR TEMPORARY SHORING OF CONCRETE SLAB ABOVE DURING CONSTRUCTION. EXIST CONC SLAB STEEL BEAM PFR PI AN A L (V PL 3/4" x 8 x 0'-8" A W/ (4) 5/8"0 THREADED RODS PL 1/4 x 4 1/2 x 0'-6" W/ HILTI HIT-HY 200 EPDXY W/ (2) 3/4"0 BOLTS 3/16 N STEEL BEAM TO CONCRETE WALL CONNECTION SCALE: 1" = V-0" N EA SIDE EVATION STEEL HEADER CONNECTION DETAIL SCALE: 1 1/2" = V-0" EXIST TRUSS SECTION SCALE: 1 1/2" = V-0" COLUMN PER PLAN TYPE 'C' BASE PL 1/2 x 4 x 0'-7 1/2" W/ (1) 1/2"0 THREADED ROD W/ HILTI HIT-HY 200 EPDXY & 6" EMBED II II II - z D II T11O I I "o w of u (D STEEL COLUMN BASE CONNECTION DETAIL SCALE: 1 1/2" = V-0" PLAN PLYWOOD SHEATHING PER FRAMING PLAN NOTES WOOD NAILER PER DETAIL 7/S6.1 EXISTING SHEATHING 2x4 FURRING WALL PER ARCH PT SILL PLATE & ANCHOR BOLTS PER STRUCTURAL NOTES 3/8" 0 x 4" WHS @ 2'-0" OC EXIST STRUCTURAL SLAB L STEEL BEAM PER PLAN BUILDING PAPER BTWN CONC HEADER & WOOD FRAMING STRUCTURAL SLAB INFILL PER PLAN SLAB I N FI LL SECTION SCALE: 1 1/2" = V-0" r"'rT -ONT BLKG NAILER, TYP vvi u�M PER PLAN TYPICAL WOOD JOIST ON WF BEAM DETAIL SCALE: 1" = V-0" SECTION SCALE: 1" = V-0" EXISTING BRICK VENEER 4 CONT L5x3x1/2" LEDGER SECTION SCALE: 1" = V-0" EXIST FLOOR JOIST W/ PLATE CONNECTION TO HSS COLUMN EXIST HSS COLUMN PER PLAN FULL HEIGHT LVL STUDS PER PLAN 16d @ 6" OC SILL PLATE NAILING EXIST FLOOR JOISTS PER PLAN IUS HANGERS 2x PT LEDGER W/ 3/4" 0 AB @ 16" OC W/ 6" EMBEDMENT INTO CONCRETE 8" WIDE x 2'-2" DEEP CONC BEAM #3 VERT HOOKED DOWELS @ 12" OC; ALTERNATE HOOKS AS SHOWN (2) #4 TOP & BOT ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 15 M T wAs$ j�G �7f "tIUON�AL P J Q z 2 O m N 0' U 5 M ct� W Lu d Wrlj �rH Q m n ---- rH O 01131124 Y Q' Q DESIGN: JDM DRAWN: LVW CHECK: DMT JOB NO: 23096.10 DATE: 01 /31 /24 V Q E- W RAILING & ANCHORAGE (Q BY OTHERS (V La0� 0 � Z U � � w 0 Q EXISTING STRUCTURAL � m SLAB (Al V 0 EXISTING CONCRETE WALL w N Z LL- La 0 —1pip 0 I� � 0 0 ATTACHMENT TO WALL U W � PER DETAIL 1 RECEIVED Feb 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: S m2