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APPROVED BLD BLD2022-0846+Architectural_Plan+6.29.2022_1.23.46_PM+2961824GENERAL NOTES LOT 23 / P.L. = 109' - - - - - - 1- - - - - - - - - - - - - -� - - - - - - - - - - - - - - - / W _ p I II / +�< �Q I� 4 n LU �t OXo I I I I I I I I I I I I I EX SHED I I I I I I I I I I I I I I I I I I I I I I �� I I I I I � �� I 25-1� 5/8 +/- I 36-2 1/2 + _ EX FRONT I I I EX REAR I YARD II I I I YARD 25'-011 I I I 15'-0" REQ FRONT I _ - - - - - - I REQ REAR YARD I I I I YARD ZI II I I LU b I I I I I I I EX PATIO> co 'eoo Q u l I I\ I I I I l u Cn a al I II I I l I EEC I CH I I � I I II ` F � II EX DRNEWAY I I I I II I I AiR IPONPITiONER I I I I I / II----- J o J t- ----- Id I rn� o _ 0 II C w I I w� L-I- - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - P.L. = 109' I I LOT 25 SITE PLAN *NO GROUND DISTURBANCE PROPOSED OUTSIDE OF EXISTING FOOTPRINT SCALE: 1" =10' N AS BUILT - MAIN FLOOR SCALE:1/8" = 1'-0' AS BUILT - LOWER FLOOR SCALE:1/8" = 1'-O" PROJECT INFORMATION THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2022 BY H21), LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: PROJECT OWNER: TODD AND LESLiE WiLKiE -CONSTRUCTION TO CONFORM TO THE 2018 INTERNATiONAL RESIDENTIAL CODE (1RC), WASHINGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL 24301 1015T AVE W ENERGY CODE AND VARIOUS CODES iMP05EP BY LOCAL AUTHORITIES. EDMONDS WA 98020 -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 SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: PROJECT ARCHITECT: HEiDi HELGE50N -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. PROJECT DESIGNER: LAUREN GROTH H21) ARCHITECTURE + DESIGN -DO NOT SCALE CONTRACT DOCUMENTS. 23020 EDMONDS WAY, #113 -iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY. EDMONDS, WA 98020 -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE 5UBMiTTED iN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR 5TRUCTURAL ENGINEER: DiRK ROGSTAD OMiS51ONS OR PERFORMANCE OF THE CONTRACTOR. CG ENGINEERING -CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. 250 4TH AVE S. SUiTE 200 -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHiCH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING EDMONDS, WA 98020 MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER. 425-778-8500 -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE 5AT15FACTION OF THE OWNER. PROJECT DESCRIPTION: INTERIOR REMODEL -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROJECT ADDRESS: 24301 101ST AVE W -FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LiMiT, THE CONTRACTOR SHALL BE 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 50FLOOR, TOP PLATE AND RIDGE ELEVATIONS SHOULD BE VERIFIED TAX LOT NUMBER: 00554900002400 DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRiOR TO CONSTRUCTION. 3. SOILS: LEGAL DESCRIPTION: RiCHMOND PARK HOMES 13LK 000 D-00 - -FOUNDATION DESIGN 15 BA5ED ON AN A55UMEP AVERAGE 501L BEARING OF 2,000 P5F OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDI5TURBED FiRM ALL LOT 24 NATURAL SOiL OR COMPACTED SOiL OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF L005E SOiLS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RE5PON5113iLiTY 1N VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY 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 12\806. LAND USE CODE COMPLIANCE STATISTICS -THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATION LOCATED 1N THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF ZONE: R5_8 CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. ]PC SEC R807. ACCESS DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. LOT COVERAGE: LOT AREA: 8800 5F -iN ROOMS NOT PROVIDED WiTH AN OPERABLE WINDOW OF 1.5 SQ. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL BE PROVIDED. -VENT DRYER, BATH FANS, AND RANGES/OVENS TO THE OUTSIDE. EXISTING HOUSE: 1889 SF EXISTING LOT COVERAGE: 1889 5F 5. VENTILATION: ALLOWED LOT COVERAGE: 8800 5F X 35% = 3080 SF -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING PER iRC SECTION M1502.3 AND iMC SECTION 501.3. NO CHANGE PROPOSED -INSULATE ALL DUCTS OUTSIDE OF CONDITIONED SPACE PER WA STATE ENERGY CODE. -KITCHEN RANGE HOODS: RANGE HOODS CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER iRC M1503.6. REQ'D SETBACKS: FRONT: 25' 6. GLAZING: REAR SETBACK: 15, -TO BE iN COMPLIANCE WiTH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED 1N 1RC SEC R308. SiDE SETBACK: 7.5' -GLAZING iN LOCATIONS SUBJECT 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 TUB ENCLOSURES SHALL BE WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. PARKING: 2 EXISTING PARKING SPACES -SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL BE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. BUILDING HEIGHT BUILDING HEIGHT LiMiT = 25' -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 16' 1N LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. INFORMATION: NO CHANGE PROPOSED -ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRESS 1N EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 SQ. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", MINIMUM NET ENERGY CREDIT INFORMATION CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. iRC SEC R310. 7. ENERGY: NOT REQUIRED -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iRC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -BUILDING AiR LEAKAGE TESTING, PER SEC 402.4,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMABLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 403.1. -A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. -DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 90% OF PERMANENTLY INSTALLED LAMPS 1N LIGHTING FIXTURES SHALL BE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL BE 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 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKEND5) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE 5ETBACK5 PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 0-8'; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 R15ER5 PER iRC 311.7.8. MINIMUM 34" AND MAXIMUM 38" ABOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO BE 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/2" AWAY FROM WALL. N -GUARDRAIL: SHALL BE MiN 36" 1N HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4-30' SPHERE PER iRC 312.1. -INSTALL FiRE BLOCKING 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. 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 + TB 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'TS FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET 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 BE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL UNLESS NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-49 BLOWN-iN AT FLAT CEILINGS AND R-38 H.D. GATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING UNLE55 NOTED OTHERWISE. -VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 INTERRUPTED BY A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE UNLESS NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -5LAB-ON-GRADE: PROVIDE EXTRUDED RIGiD CL05EP CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE 5LA13 AND FOOTING TOGETHER. UNLE55 NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUIRES 1/2" GWB ON THE GARAGE SiDE. 5/8" TYPE'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAMS USE 1/2" GWB PER 1RC R302.6 -OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMB -CORE STEEL DOOR NOT LE55 THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL BE EQUIPPED WiTH A 5ELF-CLOSiNG DEVICE PER iRC R302.5.1. SHEET INDEX 11. VAPOR BARRIERS: 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A543U1LT PLANS, SiTE PLAN -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED J015T SPACES WHERE CEILING FINISHES ARE DIRECTLY A1.0 MAiN FLOOR DEMOLITION PLAN INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR BARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL. A1.1 MAiN FLOOR PLAN & DOOR SCHEDULE APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. A1.2 ROOF PLAN 12. FIRE SAFETY: A2.0 EXTERIOR ELEVATIONS -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARM5/DETECTORS SHALL BE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER A2.1 EXTERIOR ELEVATIONS LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER iRC. A3.0 BUILDING SECTIONS, WALL SECTION -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA 1N DWELLING UNITS AND 1N EACH LEVEL A4.0 TYP DETAILS iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL 51.1 STRUCTURAL NOTES BE INSTALLED iN ACCORDANCE WiTH THiS CODE, NFPA 720-2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 52.1 CRAWLSPACE FRAMING AND FOUNDATION PLAN -CARBON MONOXIDE DETECTION 5Y5TEM5 PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN 52.2 ROOF FRAMING PLAN ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL BE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL BE LiSTED AS COMPLYING 53.1 FOUNDATION DETAILS WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 54.1 ROOF DETAILS 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL BE COMPLETED AND P05TEP ON OR WiTHiN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED PE51GN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABEL5. THE CERTIFICATE SHALL L15T THE PREDOMINANT R-VALUE5 OF INSULATION INSTALLED iN OR ON CEILING/ROOF WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BU1LDiNG ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE CERTRiFiCATE SHALL LiST THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. - THE BUILDING OR DWELLING UNiT SHALL BE TESTED AND VERIFIED AS HAVING AN AiR LEAKAGE RATE OF NOT EXCEEDING 5 AiR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WiTH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES 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 TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TiME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. 14. LIGHTING EQUIPMENT - NOT LE55 THAN 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HiGH-EFFICACY LAMPS - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS 1 iA SEPARATE PLUMBINF PERMIT IS REQUIRED ■ ,SHOULD AND PLUMBING WORK BE ICONDUCTED FOR THIS PERMIT/PROJECT. im 0 0 a 0 0 0 0 0 0 0 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department -------------------------------------- Work INT/ET REMODEL ---------------------------------------------- ---------------------------------------------------- Address 24301 101 ST AVE W -------------------------- ------------ OwnerWILKIE r Approved Date7/27/2022 ----------- Building Official: w• .------------------------------- --------------------- Permit Number; BLD2022-0846 PL SW 2415T PL 5W T24215T 242ND PL SW \ S o � 0 SiTE 243RD PL 5W VICINITY MAP (NTS z W U z o N W w 00 Q Q v/ U W9T__ IU) O IC) w z _O CY) G J N Lu L 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: 6/28/2022 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RECEIVED Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 01 N MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = T-0" 0 EXISTING WALLS r — I DEMO WALLS NOTE: 1. VERIFY ALL ITEMS FOR SALVAGE W/OWNER PRiOR TO DEMOLITION 2. ALL TEMPORARY SHORING TO DE THE RESPONSiDILiTY OF THE BUILDER. CONTACT STRUCTURAL ENGINEER WiTH QUESTIONS IMMEDIATELY w U Z No w W 00 Q Q w 9r- U) O 0 W � Z O — o � r) J cv � REGISTERED ARCHITECT VXL AK. HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/28/2022 PERMIT SET MAIN FLOOR DEMOLITION PLAN RECEIVED Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,0 WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT ROOF - RiDGE 01 1'-10" (V) 5'-0" (V) - FIXED FIXED 10.00 VELUX CURB MOUNTED OR APPROVED EQUAL SKYLIGHT 0.50 02 1'-10" (V) 5'-0" (V) - FIXED FIXED 10.00 VELUX CURB MOUNTED OR APPROVED EQUAL SKYLIGHT 0.50 20.00 DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT MAiN FLOOR 01 5'-2'' 6-101/2" 5'-0" 6-&' FRENCH 0'-13/4" 33.33 TEMPERED .30 TOTAL EXTERIOR DOOR AREA: ;)0.1�0 MANUFACTURER: EXTERIOR: TO BE SELECTED EXTERIOR DOORS TO BE NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER. 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 AS SCHEDULE FR F N(:H w A A3.0 MAIN FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS z X w c� z X w C B A3.0 A3.0 EXISTING EXISTING EXISTING EXISTING NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WiNDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM AND SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MiNiMUM FROM BATHROOM DOORS. llll� r, "-), c A3.0 IV GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING MAiN FLOOR AREA 1801 SF EX GARAGE (UNCONDITIONED) 443.5 SF I w U Z o N w w 00 Q Q vJ U LU 9r— U) O r-) W � Z — O r) J N � ii L REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/28/2022 PERMIT SET MAIN FLOOR PLAN & SCHEDULES RECEIVED Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al , 1 A A3.0 ROOF PLAN 11-� G B A3.0 A3.0 A A3.0 107 LU U Z o N w W 00 Q Q L U 9r- Cn O 0 w � Z O _ o � r) J cv � 9716 REGISTERED ARCHITECT AK. HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/28/2022 PERMIT SET ROOF PLAN RECEIVED Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE:1/4" = T-0" A1,2 _EX GRAI PATCH TO MATCH EXISTING ROOFING Cad AREA OF ALTERATION, ALT OPTION: BUILDER TO PROVIDE PRICING TO REPLACE ROOFING MATERIAL AT FULL ROOF NEW 5KYLiGHT5 —�\ EXic 12 TO k � 4 (VER) EXiS" TO RI EXISTING EXiSTiNG XiSTiNG TEMFERED E — — EX -GI EAST ELEVATION SCALE:1/4" = 1'-0" EX GRADE REPLACE & INSTALL GUTTER & DOWNSPOUT @ AREA OF ALTERATION iNFiLL WINDOW SiDiNG TO MATCH EXISTING z z• SOUTH ELEVATION NO CHANGE FROPO5ED SCALE:1/4" = 1'-0" EXISTING POST TO REMAIN EX RIDGE = 22-1 3/4" +/- (EL= 436-1 3/4"+/-) (T.O. EX RIDGE) TiNG ROOF EMAiN EX MAiN FLOOR PLATE = 15'-3 1/8"+/- (EL= 429'-31/8"+/-) (T.O. EX TOP PLATE) -iNG SiDiNG :MAIN _ X MAiN FLOOR EL = 7'-2"+/- ;AD� EL = 421'-2"+/-) IL EX RIDGE = 22'-1 3/4" +/- (EL= 436-1 3/4"+/-) NEW SKYLIGHTS (T.O. EX RIDGE) EXISTING ROOF TO REMAIN EX MAiN FLOOR PLATE=15'-31/8"+/- 29'-31/8"+/-) (T.O. EX TOP PLATE) EXi NG EXISTING POST TO REMAIN EXi5TiNG SiDiNG TO REMAIN EX MAiN FLOOR EL = 7'-2"+/- EX-GRAD I (EL = 421'-2"+/-) LU U Z o N w W 00 Q Q vJ U LU 9r— Cn O C) w � z — O J N Lu ii L REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/28/2022 PERMIT SET EXTERIOR ELEVATIONS RECEIVED Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,0 WEST ELEVATION SCALE:1/4" = 1'-0" EXISTING ROOF TO REMAIN EXISTING SiPING TO REMAIN NO CHANGE PROPOSED 12 4 3/4+/- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ �N�bc� � ❑ 0�"�0 NORTH ELEVATION 5CALE:1/4" = 1-0" NO CHANGE PROPOSED EX RIDGE = 22'-1 3/4" +/- (EL= 436-1 3/4"+/-) (T.O. EX SLAB) EX RIDGE = 22'-1 3/4" +/- (EL= 436-1 3/4''+/-) (T.O. EX RIDGE) EX MAiN FLOOR PLATE=15'-31/8"+/- _ -(EL= 429'-31/8"+/-) (T.O. EX TOP PLATE) EX MAiN FLOOR EL = 7'-2"+/- EL = 421'-2''+/-) T.O. EX SUDFLOOR) LU U Z o N w W 00 Q Q L U 9r- Cn O 0 w � Z O _ o � r) J cv � REGISTERED ARCHITECT VXL AK. GST DIMICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/28/2022 PERMIT SET EXTERIOR ELEVATIONS RECEIVED Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,1 NEW BEAM PER STRUCTURAL, WRAP PER DETAIL TYP EX ROOF W/ NEW VAULTASSEMBLY BUILDING SECTION BUILDING SECTION EXISTING CRAWLSPACE TYP EX ROOF W/ NEW VAULT ASSEMBLY TYP EXIST INT WALL ASSEMBLY -EXISTING OR NEW 1/2" GWB (PRIMED AND PAINTED) -EXISTING FRAMING OR PER STRUCTURAL -EXISTING OR NEW 1/2" GWB (PRIMED AND PAINTED) TYP EXiST FLOOR ASSEMBLY EXISTING CRAWLSPACE -txl5 I INCH KUUr, r^ I (.H I U MA I GH C60 ^Kt^ Ur AL I tKA I IUN -EXISTING ROOFING PAPER, PATCH ROOF WRB Cad AREA OF ALTERATION -EXISTING SHEATiNG OR CDX PLYWOOD PER STRUCTURAL 0 ANY AREA OF ALTERATION -EXISTING FRAMING, REFER TO STRUCTURAL FOR MODIFICATION -SISTER NEW FRAMING PER STRUCTURAL Cad AREAS OF NEW VAULT -BAFFLE FOR 1" MiN AiR SPACE -R-49 GATT OR BLOWN-iN INSULATION Cad ATTIC, R-38 H.D. GATT INSULATION 9 AREAS OF SINGLE JOIST DEPTH VAULTED AREA -5/8" GWB -PVA PRIMER EXISTING EAVE ASSEMBLY TO REMAIN, VERIFY EXISTING VENTILATION NEW BEAM PER STRUCTURAL, WRAP PER DETAIL -EXISTING SiDiNG, PATCH TO MATCH Cad AREAS OF ALTERATION -EXISTING W.R.B., PATCH NEW W.R.B 9 AREAS OF ALTERATION -EXISTING SHEATHING OR CDX PLYWOOD PER STRUCTURAL -EXISTING FRAMING OR PER STRUCTURAL -EXISTING INSULATION OR INSTALL R-15 H.D. GATT 9 ALL EXPOSED 2X4 BAYS AND R-21 H.D. GATT 9 ALL EXPOSED 2X6 BAYS -EXISTING FiNiSH WALL OR 1/2" GWB -PVA PRIMER TYP EXIST FLOOR ASSEMBLY -EXISTING FiNiSH FLOOR OR PER SPEC SHEET -EXISTING SHEATHING OR PER STRUCTURAL -EXISTING FRAMING OR PER STRUCTURAL -EXISTING INSULATION OR R-30 GATT INSULATION OVER UNCONDITIONED SPACES EXISTING FOUNDATION AND FOOTING TO REMAIN OR PER STRUCTURAL EXISTING FOOTING DRAIN TO REMAIN LU U z o N w w 00 Q Q vJ U LU 9r— Cn O r) W � Z - O J N Lu ii L 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: 6/28/2022 PERMIT SET BUILDING SECTIONS AND WALL SECTION RECEIVED Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING SECTION SCALE:1/4" = P-0" WALL SECTION A3,0 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON 2 D R C H IT E CT U R E 020 EDMONDS WAY, #11, DMONDS, WA 98020 1206.542.3734 vw.h2darc h i tects.c om PERMIT SET RECEIVED Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE CONCRETE COVER ON REINFORCING GENERAL ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. CONCRETE EXPOSED TO EARTH AND WEATHER: CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE #6 BARS AND LARGER 2" ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. DESIGN LOADS #5 BARS AND SMALLER 1 1/2" CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION DEAD LOADS: CONCRETE NOT EXPOSED TO EARTH OR WEATHER: OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. ROOF 15 PSF SLABS, WALLS AND JOISTS 3/4" FLOOR 15 PSF COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. LIVE LOADS: CONCRETE GENERAL NOTES ROOF (SNOW LOAD) 25 PSF CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL RESIDENTIAL 40 PSF VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A ONLY WILL NOT SATISFY THIS REQUIREMENT. FOUNDATIONS: SPREAD FOOTINGS HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SOILS REPORT: REPORT NOT AVAILABLE AT TIME OF DESIGN PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 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 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. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 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 = 3000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 72 55 22 93 72 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. 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 2'-0" BEYOND EDGE OF OPENING. IF 2'-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. 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) SLEEPERS DOUG-FIR STUD 700 - 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 I DOUG-FIR 1 #1 1 1200 1 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. GLUE -LAMINATED TIMBER GLUE -LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN COMBINATION Fb SIMPLE SPAN BEAMS 24F-V4 2400 PSI CANTILEVER OR MULTI -SPAN BEAMS 24F-V8 2400 PSI 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. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING EXTENT OF FRAMING PIP,— 100, NATIVE SOIL GRANULAR FILL — — — — COLUMNS STRUCTURAL STEEL RATED SHEATHING SHEAR WALL SCHEDULE) COLUMN BEARING ON BEAM BEAM CONTINUOUS OVER SUPPORTwoo_(SEE CONCRETE WALL P SWX r1l COLUMN MARK (SEE SCHEDULE) BEARING STUD WALL FOOTING MARK (SEE SCHEDULE) O NON -BEARING STUD WALL HOLDOWN MARK (SEE SCHEDULE) BEARING STUD SHEAR WALL HANGER MARK (SEE SCHEDULE) FLAG NOTE (SEE PLAN NOTES) O NON -BEARING STUD SHEAR WALL CMU WALL STEEL MOMENT FRAME CONN. �V ABBREVIATIONS (A) ABOVE GLB GLUE -LAMINATED BEAM AB ANCHOR BOLT HORIZ HORIZONTAL KING POST ALT ALTERNATE KIP ARCH ARCHITECT KSI KIPS PER SQUARE INCH ANGLE MECHANICAL (B) BELOW L BD BAR DIAMETER MECH BLKG BLOCKING MF MOMENT FRAME METAL BM BEAM MTL BOT BOTTOM NS NEAR SIDE ON CENTER BRNG BEARING OC BTWN BETWEEN COMPLETE JOINT PENETRATION OPP OPPOSITE PLATE CJP PL CLR CLEAR CONCRETE MASONRY UNIT PLCS PLACES POUNDS PER SQUARE INCH CMU PSI COL COLUMN CONCRETE CONNECTION PSF POUNDS PER SQUARE FOOT CONC P/T POST TENSIONED CONN PT PRESSURE TREATED CONT CONTINUOUS REINF REINFORCING REQUIRED COORD COORDINATE REQ'D DBL DOUBLE SCHED SCHEDULE SIMILAR DET DETAIL SIM DIA DIAMETER SOG SLAB ON GRADE STANDARD DIM DIMENSION STD DIR DIRECTION EACH STIFF STIFFENER STEEL EA STL ELEV ELEVATION SYMM SYMMETRICAL SHEARWALL ES EACH SIDE SW EX EXISTING TOC TOP OF CONCRETE EXP EXPANSION TOS TOP OF STEEL FLR FLOOR FOUNDATION TOW TOP OF WALL FDN TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE FS FAR SIDE VERT VERTICAL GC I GENERAL CONTRACTOR WF WIDE FLANGE O G ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 06/ 28/ 22 N W Q 00 C O 01. DESIGN: BTJ DRAWN: JOS CHECK: DMT JOB NO: 22145.10 DATE: 06/28/22 J Li 0 0 W 0 w N W W 0 U Q 0) Z Li Q 0 in V) � LLB 0 � 0 Lij r 0 0 qqt LW N SHEET: N uj 0 Z RECEIVED J 07 22 OF NDS EVE PMENT RVICES PART T ■ w J U- ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 15 M. ?, OF WAUlp 45901 �`SIONAL �� 06128/ 22 V1 0 2'-0" x V-6" x 0'-10" DEEP CONICFTG ono v W/ #4 @ 8" OC EA WAY BOT. DOWEL & N O EPDXY REINF INTO EXISTING FOOTING <c i WITH SIMPSON SET XP & 4" EMBED IX�.I (3j J Q 4 H 53.1 I 0 EXISTING (3) 2x8 BM [� N EXIST FIREPLACE FOUNDATION O (n � LIJ w � d N N Q DO 0 I C °x� 0 O N Ln Y X Luil Q DESIGN: BTJ DRAWN: JOS CHECK: DMT JOB NO: 22145.10 DATE: 06/28/22 01CRAWLSPACE & FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION PLAN NOTES: 2'-0" 0 2'-0" 4'-0" 1. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS SPECIFIED IN THE SOILS REPORT. 2. REFER TO SHEET S3.1 FOR FOUNDATION DETAILS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. Z J � Q w Z J 0 O � Q Z W w�� I- V w Q or)LLJ Q U � o�� QZ N CL D w o 0 w Z p O cv w C) Q Z J u- SHEET: RECEIVED J 107 20 2 CITY ED S DEVE ENT SE ICES PARTMEN ROOF FRAMING PLAN SCALE: 1/4" = V-0" 2'-0" 0 2'-0" 6 4'-0" 4= - 4m�lhl ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 06128/ 22 DESIGN: BTJ DRAWN: JOS CHECK: DMT JOB NO: 22145.10 DATE: 06/28/22 TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. Li 7 7 2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR Q WINDOW HEADER. TRUSS MFR SHALL DESIGN TRUSSES TO ACCOMMODATE BEAMS ABOVE DOUBLE TOP PLATE. O J 3. REFER TO SHEET S4.1 FOR TYPICAL ROOF FRAMING DETAILS. : 4. REFER TO DETAIL 7/S4.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. L/ W � O N W LJ O U Q � Z w Q v) Q Q w O w Z LL- - O O O J � � 0 w a N W z SHEET: RECEIVED ui o7 222 C OF E DE PMENTES DEPART O G I "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 I SEE NOTES, DETAILS, OR PLANS FOR Q (1) #6 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 PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE NOTED OR SHOWN TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS PIPE 2 TRENCH EXCAVATION PARALLEL TO FTG SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF o x Q m2 N ' LOWER BOF AS REQ'D z PIPE TRENCH EXCAVATION PARALLEL 9 MIN TYP TO FOOTING IS NOT ALLOWED BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS VO PIPES ALLOWED IN THIS REGION. LOWER =TGS AS REQ'D SCALE: 1/2" = 1'-0" 4" 0 PERFORATED PVC PIPE PER LOCAL CODES WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC. SLOPE TO DRAIN 1/8" PER V-0" MIN. TURN DOWN PERFORATIONS AS SHOWN ro 0° O o0 o00 O Ll oo0��000 O ' 0 o 0 o 0 o 01 O 000 � °O 1 LINE OF MAX EXCAVATION. 1 IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1" = V-0" NOTCH SHEATHING TO INSTALL COLUMN COL PER PLAN AND SCHED EX FLOOR SYSTEM IF COLUMN SPLICE IS REQ'D USE SIMPSON PC AT FLOOR LEVEL PBS STANDOFF POST BASE m� ® ® ® "i m U SIZE AND REINF PER PLAN CRAWLSPACE DETAIL SCALE: 1" = V-0" 0 = w F-= a U w N ow a ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 06128/ 22 1 J Q z 0 m U W UJ � d N W � 00 Q C O Y Q DESIGN: BTJ DRAWN: JOS CHECK: DMT JOB NO: 22145.10 DATE: 06/28/22 J W 0 O m W � O w N W Lv O Q 0) z z w v Q w O � � o w z - o O J_ to M OW N SHEET: RECEIVED j JE 7 20 2 ED S NT SE ICES RTME ■ 3 2 , 1 � I I I I I I SECTION SCALE: 1/2" = 1'-0" EXIST RAFTER JOIST PER PLAN, SISTERED TO EXIST RAFTER W/ 92) ROWS OF 10d NAILS @ 6" OC AS SHOWN SECTION SCALE: 1" = V-0" SIMPSON H1, TYP BEAM PER PLAN EXIST COLLAR TIE EXIST RAFTER 1 JOIST I SECTION 6 SCALE: 1" = 1'-0" 'LAN H HANGER a 0 ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP EXISTING BLOCKING EXIST RAFTER BEYOND SECTION SCALE: 1" = 1'-0" 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" NOTCH JOIST AS NEEDED \ SIMPSON H2.5A AT EA JOIST JOIST PER PLAN SISTERED TO EXIST RAFTER W/ (2) ROWS OF 10d NAILS @ 6" OC AS SHOWN SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"0 x 3" NAILS TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL EXIST RAFTER SIMPSON HU SLOPED HANGER JOIST PER PLAN SISTERED TO EXIST RAFTER W/ (2) ROWS OF 10d NAILS @ 6" OC AS SHOWN SECTION SCALE: 1" = V-0" AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = V-0" EXIST BEAM TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE OR STRUCTURAL NOTES 4= - 4m�lhl ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 06128/ 22 DESIGN: BTJ DRAWN: JOS CHECK: DMT JOB NO: 22145.10 DATE: 06/28/22 J W 0 O m W � O w N W � 000 V) Q 0 J Z W Q Q 0 v) F_ (n � Ld W 0 N 0 w Z LL_ — O O O J O w a N W z SHEET: RECEIVED 4m,!,EE 2 DS NTICES T