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SEE REVISED APPROVED ENG PLN_BLD RESUB2 BLD2021-0929+Architectural & Site_Plan+12.22.2021_8.08.23_AM+2587432PROJECT INFORMATION GENERAL NOTES THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST DE AUTHORIZED BY THE ARCHITECT AND MUST DEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2021 BY H2D, LLC. THESE DRAWINGS ARE PROTECTED DY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2018 INTERNATiONAL RESIDENTIAL CODE (iRC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED DY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY DE REQUIRED FOR FLUMDiNG, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLiCADLE. -A COPY OF THE APPROVED PERMIT PLANS MUST DE ON THE JOD SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEM13ER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. -iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT i5 TO DE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE DY THE CONTRACTOR SHALL DE SUDMiTTED 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 DE RE5PONSOLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE 13U1LPING, iT5 COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO DE COMPOSED OF COMPONENTS TO DE FIELD ERECTED SHALL DE SUPERVISED DY 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 DY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL DE REMOVED FROM THE PREMISES AND DiSPOSED OF DY THE CONTRACTOR. THE PREMISES SHALL DE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL DE THE RESPONS1DiLiTY OF THE CONTRACTOR. -FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LiMiT, THE CONTRACTOR SHALL DE RE5PONSIDLE FOR COORDINATING WiTH THE SURVEYOR TO VERIFY THE ELEVATION OF THE STRUCTURE AS iT 15 DE1NG DUILT TO VERIFY ANY ELEVATION D15CRPANCiES THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD DE VERIFIED FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF 50FLOOK, TOP PLATE AND RIDGE ELEVATIONS SHOULD 5E VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 DASED ON AN ASSUMED AVERAGE 501L FEARING OF 2,000 P5F OR PER GEOTECHNICAL REPORT. ALL FOOTINGS SHALL DE CAST ON UNDi5TUR5ED FiRM NATURAL SOiL OR COMPACTED 501L OF 2,000 PSF DEARiNG 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. THi5 OFFICE TAKES NO RESPON51DiLiTY 1N VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED 5Y OTHERS. 4. ATTIC REQUIREMENTS: -APPLY ROOFING iN ACCORDANCE WiTH iRC CHAPTER 9. PROVIDE ATTiC VENTILATION A5 INDICATED ON DRAWINGS AND A5 OUTLINED 1N 1RC 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 5E 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED DY VENTILATION LOCATED iN THE UPPER PORTION OF THE SPACE TO DE VENTILATED AT LEAST 3 FEET ADOVE EAVE OF CORNICE VENTS WiTH THE 13ALANCE OF THE REQUIRED VENTILATION PROVIDED DY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNODSTRUCTED, READILY ACCESSiDLE OPENING. 1RC SEC R807. ACCESS DOORS SHALL DE WEATHERSTRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING 5URFACES. -iN ROOMS NOT PROVIDED WiTH AN OPERA13LE WINDOW OF 1.5 5Q. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL DE PROVIDED. -VENT DRYER, PATH FANS, AND RANGE5/OVENS TO THE OUTSIDE. 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE DUiLPING PER iRC 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 CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER iRC M1503.4. 6. GLAZING: -TO DE iN COMPLIANCE WiTH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLA55 LAW, EXCEPTIONS ARE A5 OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SUDJECT TO HUMAN IMPACT SUCH AS GLASS 1N DOOR5, GLAZING WiTHiN 24" ON EITHER SiDE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUD ENCLOSURES SHALL DE WiFE REINFORCED, TEMPERED GLA55, LAMINATED SAFETY GLA55 OR SHATTER RESI5TANT PLASTIC. -SLIDING GLASS DOORS TO DE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL DE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESI5TANT 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 DE DOUDLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRE55 IN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 SQ. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT PIMEN510N SHALL DE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ADOVE THE FLOOR. iRC SEC R310. 7. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iRC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS 5EFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR DARRiERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -DUiLPING AiR LEAKAGE TESTING, PER SEC 502.4.5,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RE5ULT5 SHALL DE P05TED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMADLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 503.8.1. -A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL DE PROVIDED TO THE DUiLPING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. -DUCT LEAKAGE TEST RESULTS SHALL DE PROVIDED TO THE DUiLPING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 75% OF PERMANENTLY INSTALLED LAMPS iN LIGHTING FIXTURES SHALL DE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERM05TAT PER DWELLING UNiT SHALL DE CAPA13LE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FO, AT A MiNiMUM, A 5-2 PROGRAMMADLE SCHEDULE (WEEKDAYS/WEEKENDS) AND DE CAPA13LE OF PROVIDING AT LEAST TWO PROGRAMMADLE SET13ACKS PER DAY. 0 • I \ / I \ / x I / \ /I AS BUILT - LOWER FLOOR SCALE:1/8" - 1'-0" 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" ADOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30" A13OVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAiL5. HANDRAIL TO 5E 11/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/2" AWAY FROM WALL. -GUARDRAIL: SHALL DE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE 13ELOW. RAILINGS SHALL DE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE PER iRC 312.1. -INSTALL FiRE DLOCKiNG AT MiD-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF U5ADLE SPACE UNDER STAIR WiTH 5/6" TYPE "X" GYPSUM WALLBOARD. 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 C"ITiE5 EXPOSED DURING CON5TRUCTiON FOUND UNiNSULATED, OR WiTH DAMAGED iN5ULATiON (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL 13E 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. 13ELOW GRADE WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL FREAK DETWEEN FLOOR SLA5 AND 13ASEMENT WALL UNLESS NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-49 FLOWN-iN AT FLAT CEILINGS AND R-38 H.D. DATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND DOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE. -VENTING 15 REQUIRED iN EACH J015T SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 INTERRUPTED DY 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 DATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -SLAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL FREAK DETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY DE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAP AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUIRES 1/2" GW5 ON THE GARAGE SiDE. 5/8" TYPE'X' GWD WHERE THERE 15 LiViNG SPACE ADOVE. SUPPORTING COLUMNS, WALLS AND BEAMS USE 1/2" GWD PER iRC R302.6 -OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMD-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL DE EQUIPPED WiTH A SELF-CL051NG DEVICE PER 1RC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR DARRiER SHALL DE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, 13ELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. TH15 VAPOR 5ARRiER MAY DE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR 5ARR1ER5 SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL 5E INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER 1RC R314. POWER SOURCE AND INTERCONNECTION PER iRC. -CARDON 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'5 REQUIREMENTS PER1RC315. SINGLE STATION CAR13ON MONOXIDE ALARMS SHALL DE LISTED AS COMPLYING WiTH UL2034 AND SHALL 5E INSTALLED iN ACCORDANCE WiTH THIS CODE, NFPA 720- 2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDiDLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WITHTHIS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL DE PERMITTED. THE CARDON MONOXIDE DETECTORS SHALL DE L15TED A5 COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL DECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL DE COMPLETED DY THE DUiLDER OR OTHER APPROVED PARTY AND POSTED ON A WALL iN THE SPACE WHERE THE FURNACE 15 LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION 1N51PE THE DUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR 055TRUCT THE VISiDiLiTY OF THE CiRCUiT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LAPELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED iN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, 5ELOW-GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTOR5 FOR FENESTRATION AND THE SOLAR HEAT GAiN COEFFICIENT (5HGC) OF FENESTRATION; HTE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND 13UiLPING ENVELOPE AiR LEAKAGE TESTING DONE ON THE DUiLPING; AND THE RESULTS FROM THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FLOW RATE TEST. WHERE THE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTiFiCATE SHALL L15T THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL L15T THE TYPES AND EFFICIENCIES OF HEATING ,COOLING, WHOLE -HOUSE MECHANICAL VENT1LA10N, AND SERVICE WATER HEATING APPLIANCES. WHERE A GAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR DA5EDOARD ELECTRIC HEATER 15 INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LiST "GAS -FIRED UNVENTED ROOM HEATER", "ELECTRIC FURNACE", OR " DASEDOARD ELECTRIC HEATER", AS APPROPRIATE. AN EFFICIENCY SHALL NOT DE L15TED FOR GAS -FIRE UNVENTED ROOM HEATERS, ELECTRIC FURNACES, OR ELECTRIC DASEDOARD HEATERS. 14. LIGHTING EQUIPMENT - NOT LE55 THAN 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL DE HiGH-EFFICACY LAMPS - FUEL GAS LIGHTING 5Y5TEMS SHALL NOT HAVE CONTINUOUSLY 13URNiNG PILOT LIGHTS P The construction project involves demolition of P a significant portion of the existing structure. 4 P Structures that are demolished to the level that 4 meets or exceeds 75% of the replacement cost of 44 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. Demolition of portions of the structure is limited to that clearly shown on the approved permit plans, and r will be verified by the building inspector. ; `_4 .................................................................. SPECIAL INSPECTIONS ARE RQUIRED FOR THIS PROJECT: Please provide Special Inspection reports to the Building Inspector X Reinforcement placing and Spray applied Fireproofing Placement of Concrete X Bolting in Concrete _X_ Shear wall and Diaphragm nailing X_ Concrete testing specimen X Concrete x Hold down Placement X Structural Epoxy (if required) X Expansive anchors (if required) _X_ Embedded plates Anchor Bolts X Soils/to include excavation and fill -Soils/to with foundation bearing capacity X Installation of Pin Piles OBTAIN ELECTRICAL ALL WORK SUBJECT PERMIT FROM TO FIELD STATE LABOR & INSPECTION FOR INDUSTRIES CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE p� "Iles � 173RD ST DW / pl �ZO � P�'o, SiTE 175TH 5T 5W FREDESICK PL c� F ---------------------------------------------------------- VICINITY MAP (NTS City Of Building Edmonds Department Work :, REMODEL AND ADDITION ------------------------------------------------------- ---------------------------------------------------- Address 8229 TALBOT ROAD ---------------------------- Owner ------------ FLYNN Approved Dater 12/28/2021 Building Official: W. 711C vfAXLEc --- ----------------------- Permit Number, ------------------------------------------- BLD2021-0929 PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION R-VALUE U-FACTOR FENESTRATION U-FACTOR N/A 0.25 SKYLIGHT U-FACTOR N/A 0.50 GLAZED FENESTRATION SHGC N/A N/A CEILING 49 0.026 WOOD FRAME WALL 21 iNT PLUS R-4 Cl MASS WALL R-VALUE 21/21 0.056 FLOOR 30/38 0.029 BELOW GRADE WALL 21 iNT + R-5 Ci SLAB R-VALUE AND DEPTH 10, 2 FT N/A PROJECT OWNER: TODD AND CHRiST1 FLYNN 8229 TALDOT RP EDMONDS WA 98026 PROJECT ARCHITECT: HEiDi HELGE50N PROJECT DESIGNER: MARIA R113EiRO/ LAUREN GROTH H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: CG ENGINEERING 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 GEOTECHNICAL GEOTECH CONSULTANTS, JIM STRANGE ENGINEER: 2401 10TH AVE E SEATTLE, WA 98102 PROJECT DESCRIPTION: REMODEL AND ADDITION TO EXISTING SINGLE FAMILY RESIDENCE PROJECT ADDRESS: 8229 TALDOT RP TAX LOT NUMBER: 00594400001100 LEGAL DESCRIPTION: PARCEL A: LOT 11, TALDOT PARK, ACCORDING TO THE PLAT THEREOF RECORDED iN VOL 12 OF PLATS, PAGE 107, RECORDS OF 5NOHOMi5H COUNTY, WA. TOGETHER WiTH THAT PORTION OF TIDELAND LOT 3 iN FRONT OF SAiD TRACT, AS SHOWN ON THE OFFICIAL PLAT OF EDMONDS TiDE LANDS ON FiLE iN THE OFFICE OF COMMISSIONER OF PU13LiC LANDS AT OLYMPiA, WA. EXCEPT THE RIGHT-OF-WAY OF THE DURLiNGTON -NORTHERN, INC RAILROAD. LAND USE CODE COMPLIANCE STATISTICS ZONE: RS 20 PUGET SOUND SHORELINE, FLOOD PLAIN, STREAM, LANDSLIDE HAZARD, WETLAND LOT COVERAGE: LOT AREA: 36707 5F EXISTING HOUSE: 1633 5F (DEMO BUMP OUT AT WEST): (-49 SF) NEW ADDITION + ROOF (1NCL EAVE OVER 2'-6"): 811.9 5F PROPOSED LOT COVERAGE: 2395.9 9 5F ALLOWED LOT COVERAGE: 36707 SF X 35%=12847.5 5F OK IMPERVIOUS SURFACE: EXISTING STRUCTURE 1584 5F EXISTING PARKING/DRIVEWAY 3728 SF EX15TiNG PAVING & STEPS 857 5F EXISTING ROCKERY 219 SF TOTAL EXISTING IMPERVIOUS SURFACE 6386 5F NEW/REPLACED PROPOSED ADDITION + ROOF (iNCL EAVE OVER 2-6) 811.9 SF PROPOSED EXTENDED DRIVEWAY APRON 78.6 5F PROPOSED PAVING &STEPS - CONCRETE 444 SF PROPOSED STEPPING STONES 352 5F TOTAL NEW AND/OR REPLACED iMF. SURF: 1686.5 5F REQV SET13ACKS: FRONT: 25' REAR SETBACK: 25' SiPE SETBACK: 10'MINIMUM, TOTAL COMBINED WIDTH OF 35' PARKING: 2 PARKING SPACES PROVIDED DUILDING HEIGHT 13UiLPING HEIGHT LiMiT = 25' INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION ENERGY CREDIT INFORMATION ENERGY CREDIT FROM WASHiNGTON STATE ENERGY CODE TADLE 406.3 MEDIUM DWELLING UNiT: 6 CREDITS ALL DWELLING UNITS NOT INCLUDED iN SMALL, LARGE, OR R-2. FUEL NORMALIZATION CREDIT FROM WASHiNGTON STATE ENERGY CODE TADLE R406.2 SYSTEM TYPE 2 =1 CREDIT: FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS FOR THE EQUIPMENT LISTED iN TABLE C403.3.2(1) OR C403.3.2(2) OR AiR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE DOTH HEATING AND COOLING AND ARE RATED iN ACCORDANCE WiTH AHRi 550/590 1.4 EFFICIENT DUILDING ENVELOPE =1.0 PRESCRIPTIVE COMPLIANCE 15 BASED ON TADLE R402.1.1 WiTH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U=0.25 WALL R-21 PLUS R-4 Cl FLOOR R-38 13ASEMENT WALL R-211N PLUS R-5 Ci SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB 13ELOW GRADE DLAD R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE RASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA DY 15% 3.2 HiGH EFFICIENCY HVAC EQUIPMENT =1.0 CREDITS AiR-SOURCE CENTRALLY DUCTED HEAT PUMP WiTH MiNiMUM HSPF OF 9.5. 5.4 ELECTRIC HEAT PUMP WATER HEATER 1.5 CREDITS MEET TiER 1 OF NEEA'S ADVANCE WATER HEATING SPECIFICATION 6.1 RENEWABLE ELECTRIC ENERGY OPTION = 2.0 CREDITS (240OKWH ANNUALLY) FOR EACH 1200 KWH OF ELECTRICAL GENERATION PER HOUSING UNiT PROVIDED ANNUALLY DY ON -SITE WiND OR SOLAR EQUIPMENT A 1.0 CREDIT SHALL DE ALLOWED UP TO 3 CREDITS. GENERATION SHALL DE CALCULATED AS FOLLOWS: FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL DE DEMONSTRATED TO MEET THiS REQUIREMENT USING THE NATIONAL RENEWADLE ENERGY LADORATORY CALCULATOR PVWATT5 OR APPROVED ALTERNATE DY THE CODE OFFICIAL DOCUMENTATION NOTING SOLAR ACCESS SHALL DE INCLUDED ON THE PLANS TOTAL CREDITS: 6.5 SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS-DUILT PLANS 02 SiTE PLAN AND TYPICAL CiTY OF EDMONDS DETAILS 03 TEMPORARY EROSION SEDIMENT CONTROL PLAN AND TYP CiTY OF EDMONDS DETAILS DURV SURVEY SURV SURVEY L1.0 LANDSCAPE SiTE PLAN L1.3 LANDSCAPE SiTE PLAN L3.1 MITIGATION PLANTING PLAN ENLARGEMENT L3.2 MITIGATION PLANTING PLAN ENLARGEMENT A1.0 LOWER FLOOR DEMOLITION PLAN AV LOWER FLOOR PLAN A1.2 MAiN FLOOR PLAN A1.3 ROOF PLAN A1.4 WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 DUILDING SECTIONS A3.1 DUILDING SECTIONS A4.0 WALL SECTIONS AND DETAILS A4.1 WALL SECTIONS AND DETAILS A4.2 TYP. DETAILS 51.1 GENERAL STRUCTURAL NOTES 51.2 GENERAL STRUCTURAL NOTES 52.1 FOUNDATION PLAN 52.2 MAiN FLOOR FRAMING PLAN 52.3 ROOF FRAMING PLAN 53.1 SCHEDULES 54.1 FOUNDATION DETAILS 54.2 FOUNDATION DETAILS 55.1 WOOD FRAMING DETAILS 55.2 WOOD FRAMING DETAILS 56.1 ROOF FRAMING DETAILS W U Z o 0 W rn Q V J m LU J (n L.L < n Z � N Z OO Z � 73 G C) J LLI LL 9716 VR:EGIISTEREDECT t MICHELLE HELGESON E OF WASHING 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 01 `S t . 189" CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) 31N NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH NATIVE BACKFILL MATERIAL J 4 FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ 11 WIRE MESH FENCE TO SUPPORT FILTER �I FABRIC BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. `St. 18y REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-902 CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R — 9 00 Nothing in the permit approval process shall be interpreted as allowing or permitting/the maintenance of any currently existing illegal, n9Kconforming or / unpermitted building, structu�or site condition which 'Ab- is outside the scope of th hermit application, regardless of whether such build'r(g, structure or condition is shown on the site p'fan ckr drawing. Such building, STEEP SLOPE PER structure or co (d tion may e the subject of a separate J @� ,•'/ SURVEY / CULVERT / ' / / ��O / ' �PG�S / ' ,%�' ''�� enforcerryent action. \ iE(5E) 40"Di=5.2�' ' P � ' ✓ / \ O / / INK APPROVED BY PLANNING APPROXIMATE LOCATION OF \ 11�'� � � — / •perEXISTING PRIVATE SEWER_174 NCH MARK ��G O / / i ' ' ' / 110, / ' __\_ ' SS EXISTING FOOTING DRAINS TO REMAIN, TiE NEW \ \ Dec 30 2021 �,- �, i e Q FOOTING DRAINS TO EXISTING, CONTRACTOR TO SET HUB & TACK �� i / \ \6�P� VERIFY EXiSTiNG DISCHARGE LOCATION i5 AN \ w� EL� G=18.34' N\k j i / i / ti APPROVED DISCHARGE LOCATION BY CiTY OF \ �EFERTOSURVEY 4 i / �`0� EDMONDS, SUBMISSION OF MONITORING REPORTS // - - - /T // , / SS \ APPROXIMATE LOCATION OF R\E\QUIRED FOLLOWING PLANTINGS AT 1 / .1, \ Q 6�. / STEP _ 10OFT STREAM BUFFER. REFE 0 GEOTECH REPORT�� ,/ �- oQ16* 31, / ' °P — ` \47 -{P� REFER TO CRITICAL AREA YEAS, 3RD YEAR AND 5TH YEAR. F g p i VEY STUDY, HABITAT \ R)<'STEEP SLOPE (SLOPE \ ��, �'L� �2 SS \��- r� ASSESSMENT, AND BUFFER /DOES NOT EXCEED 10 FT moo, VERTICAL HEIGHT) \ - �� _ — — G �� 0� MITIGATION PLAN-PROVIa TREE PROTECTION MEASURES ��' _ — — �� \EV — — — + 8" iR DURING DRVELOPMENT PURSUANT TO 00 EX / ENCE ECDC 23.10.1370. INSTALL FiLTER FENCE PER CiTY 5DM I / 1� I I �Q<1_ \ EX FEN \ / OF EDMONDS REQUIREMENTS AT A5 NECESSARY TO CONTROL D MENTR O PANT 5 SEDIMENT AND PREVENT THE / NEW 1 l- \ \ \ DISCHARGE OF POLLUTANTS /SS / `\ P PAYiQ AND WALKI _ \ �. A\\ � \\ AERHANI SCAPE \ ,` �\ �\ �10 NEW WALK PER ENGINEERING DIVISION ,\ /CONCRETE �\ 8229 TAL� T RD \ \ 0�'` LANDSCAPE ARCH. \ WALK \ A EDMONDS, WA 8026 j�0 FIR � �° APPROVED AS NOTED \ / \\ ��\ �� . \ _ �b DEMO ROCKERY L c� \ / \ �`\ y �` _%� I AND STAIR`" 01 /13/2022 \ / \ ` \ \ \ `� \� \ NEW PORCH AND STAIR \ / \, �� \\� ***No Stormwater Management �/ �> \ o PROPOSED PROPANE TANK LOCATION, System required at this time. If new i UTILITY \ +30.8 VER MEETS MiN SETBACK, VER MEETS / i ITEM NO.6�-EASEMENT, 1 �`� o�\\ �=r D \ NFPA 58 & TABLE 6.4.1.1; CONFIRM and/or replaced impervious area / REC. NO 9304290320 \ 1 �� p'' �P� \ �\ \ \� ` LOCATION PRIOR TO CONSTRUCTION equals 2000sgft or greater a FENCE \ �O�t �� \ \ s \ \ stormwater management system will be required per City Codes and / �• \ REPLACE SEWER LiNE A5 REQ'D AT �1 �� \ \��, *** / AREA OF NEW ADDITION, INSTALL 6`� �• ; �2, \ \ \ Standards. \ NEW CLEANOUT WiTHiN 2 OF + \ EXTERIOR WALL; iF ANY SEWER LiNE `� A I DEMO CONCR \ \ \ \ \ 2® EVG / \ REPLACEMENT i5 NECESSARY ON I P. \ ` \ ��` \ \ THE EXTERIOR A SiPE SEWER 1� FIR EX GRAVEL \ 2-6 \ \ \ 29CED / LOT PERMIT WiLL BE REQUIRED CRW I DRIVEWAY \ \ 13 \ CULVERT ` \ ` \ \ �� \ \ iE(SE) 36"CPP=11.51' \ \ / \ CULVERT (3)20 DEC 3 \ \ 1+' �C\ 1E(5E) 36 CPCRW " ' \CULVERT \ f CULVERT 5 \ OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING a 6" AL 1E(SE) 36"CPP=12.82' \ ��, �.. ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY \ UTILITIES MAY REQUIRE A SEPERATE PERMIT. CULVERT \ iE(5E) 36"CPP=12.7O' 'Pt o \ X RAV CRW \`. . 12" ALDI ERi WAY C \\ / - / ` 1 1 I EX ROCKERY I I \ J LV �` U' , 26 --�� -0 \ I I I E(5) C= 01' LVERT `— NW 36"CONC=29.57' r N I \ EXiSTiNG AND NEW LOT 12 s� �` ` ;.\\ 1 FERRiNViL4�� EEJZ 4 I) DOWNSPOUTS TO �'- \ la' AL� _ -_ __ �-- ,___ \ SPLASHBLOCKS, TYP �L r \ -� �E / / M / EX ROCKERY NOTES: \ 1. CONSTRUCTION EROSION CO TROL MEASURES MUST BE iN PLACE AND APPROVED BY CiTY OF EDMONDS PRIOR TO ANY EAR H DISTURBANCE. SCHEDULE AN INSPECTION APPOINTMENT FOR THiS ITEM. 2. NO SEDIMENT SHALL BE TRAVKED ONTO PAVED STREET OR ROADWAYS. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND E Ui12MENT PRIOR TO LEAVING THE CONSTRUCTION SiTE. iN THE EVENT OF FAILURE OF THE TESC SYSTEM ESULTiNG IN SEDMiNT TRACKING ONTO PAVEMENT, THE CONTRACTOR SHALL IMPLEMENT MEASURES iWEPIATELY TO CORRECT THE SITUATION. THE CONTRACTOR SHALL EMPLOY EMERGENCY MEASURES TO REMOVE SEDIMENT FROM PAVED SURFACES, AS NECESSARY. STREET SWEEPING SHALL BE CONkIPERED AN EMERGENCY MEASURE. 3. AFTER CONSTRUCTION 15 COMPLETE, ALL EXPOSED EARTH SURFACES WiLL BE LANDSCAPED WiTH SUITABLE VEGETATION TO PREVENT EROSION FOR THE PERMANENT CONDITION. 4. ALL DISTURBED SOILS WiLL BE COMPOST AMENDED PER CiTY OF EDMONDS BMP T5.13. 5. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 6. REFER TO LANDSCAPE ARCHITECT FOR IRRIGATION LAYOUT AND LANDSCAPE LIGHTING PLAN. 7. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS. CiTY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. HEIGHT CALCULATION ELEVATION A = +21.9' B = +22' C - +31.2' D = +30.8' AVERAGE GRADE = 105.9/ 4 = +26.5' = 26'-6" MAXIMUM HEIGHT = 51'-6" \ SITE PLAN \\ SCALE: 1" = 20' 11.14 ly_iiQIkY�s� If fire sprinklers are not required, the N building department states that the minimum size the water service line may be is 1-1/4". HE RE -PLANT GRASS AND EVEN GRADE 12" EAV L \ / / I RIVE —15Zb II \/ — /6FR"P — \— 6" FIR / Q- M N0.7 TORM EASEMENT, _ O'� i °� \ s RE C4 NO 201 8170696 / ' / / / ' e ° EXTEND DRIVEWAY APRON 12" DEC I REFER TO THE ATTACHED \ TOPOGRAPHIC SURVEY TO REFERENCE THE DATUM POINT REPLACE EXISTING WATER SERVICE LiNE WiTH 1-1/2" LiNE REPLACE EXISTING WATER METER WiTH 1" METER, ALL FINAL RESTORATION WiTHiN THE RIGHT-OF- WAY SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CiTY OF EDMONDS Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. 8" DEC 0 �w I TO 20' FROM EDGE OF SIDEWALK, INSTALL PER S'0" �,`� CiTY OF EDMONDS (8)6' MAP . I SPECIFICATIONS \ /<15EXISTING DRIVEWAY APRON, VERIFY MEETS MiN CiTY OF EDMONDS TYP ENGINEERING DETAILS AND ADA ACCESSiDILiTY PER DETAILS ON SHEET 03, REPLACE AS NEEDED SiTE BENCH MARK SET NAiL ELEV = 36.39 C 1 REFER TO SURVEY W�,,ly l NEW GATE, POSTS AND FENCE PER LANDSCAPE I ARCH, FENCE AND FENCE POSTS MAY NOT BE I GREATER THAN 6 FEET iN HEIGHT AS MEASURED C 1 / FROM TOP OF FENCE/GATE TO LOWEST ORIGINAL /Q / 5D GRADE, TYP. INSTALL FENCE & GATE 20' FROM PROPERTY LiNE. SEPARATE FENCE PERMIT WiLL BE OBTAINED FOR ALL NEW FENCES ON PROPERTY. LU C Z o 6 LI'J 00 Q m LU Q U) < 0 Z N O Z � 2i 0 J L LI LL 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET SITE PLAN RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 02 T pq�s�T�O 9 EG 9 a 72. SEE DRIVEWAY No CURB 30. Mqk (2 NT�gG TRANSITIONAL tilgk �Cq 4//v DETAIL BELOW (COP4,6 I&I 0 DRIVEWAY OACH pR pFR� MgTFR qs �qG D "No O/ pR/Vq T RltrF�'1'gY aT 9y Cl� EXPANSION JOINT V CONCRETE CURB \�(/ AND GUTTER, SEE / O \ COE STD DTL TR-520 6' TYP ` EXISTING PAVEMENT FULL DEPTH MAX 15' 1 /2" EXPANSION 2' MIN JOINT I SAWCUT 8.3y, MAX O 7 2% MAX 6" CURB SLOPE 7 °° 3 SECTION A —A DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS FULL DEPTH I EXPANSION JOINT NOTES: OCURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. O DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED TO 95% MAXIMUM DENSITY. O3 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O 2' ASPHALT SAWCUT REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. O CONCRETE SHALL BE CLASS 3000. O6 CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB TRANSITION LENGTH SHALL BE 15—FEET. O MAINTAIN 1/2" LIP AT GUTTER. 8O IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. O9 INSTALL MINIMUM 5—FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 10 FINISH SHALL BE LIGHT BROOM. �St. 10y REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH APRIL 2021 TYPE I PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R — 5 41 NOTES: 1. CONSTRUCTION EROSION CONTROL MEASURES MUST BE iN PLACE AND APPROVED BY CiTY OF EDMONDS PRiOR TO ANY EARTH DISTURBANCE. SCHEDULE AN INSPECTION APPOINTMENT FOR THiS ITEM. 2. NO SEDIMENT SHALL BE TRACKED ONTO PAVED STREET OR ROADWAYS. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRiOR TO LEAVING THE CONSTRUCTION SiTE. iN THE EVENT OF FAILURE OF THE TE5C SYSTEM RESULTING iN SEDMiNT TRACKING ONTO PAVEMENT, THE CONTRACTOR SHALL IMPLEMENT MEASURES IMMEDiATELY TO CORRECT THE SITUATION. THE CONTRACTOR SHALL EMPLOY EMERGENCY MEASURES TO REMOVE SEDIMENT FROM PAVED SURFACES, A5 NECESSARY. STREET SWEEPING SHALL BE CONSIDERED AN EMERGENCY MEASURE. 3. AFTER CONSTRUCTION 15 COMPLETE, ALL EXPOSED EARTH SURFACES WiLL BE LANDSCAPED WiTH SUITABLE VEGETATION TO PREVENT EROSION FOR THE PERMANENT CONDITION. 4. ALL DISTURBED 50iL5 WiLL BE COMPOST AMENDED PER CiTY OF EDMONDS 13MP T5.13. 5. CONTRACTOR TO VERIFY LOCATION OF ALL EX15TiNG UTILITIES. 6. REFER TO LANDSCAPE ARCHITECT FOR IRRIGATION LAYOUT AND LANDSCAPE LIGHTING PLAN. 7. INSTALL AND MAINTAIN ALL TE5C MEASURES ACCORDING TO APPROVED PLANS. CiTY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. \ 10, / \ / \ / \ 100, \ �/ \ 1000, /� I/ TREE PROTECTION FENCE PER \ \I I ,�� CiTY OF EDMONDS REQ'T5 AT \ / \ �` \ �` > \ \ \ DRiP LiNE OR GREATEST \ // `� \ I%�,,, i� \ �\ \ EXTENT POSS113LE OUTSIDE /S \ \ \ \ \ \ AREA OF WORK \ / CONSTRUCTION / STOCKPILE LOCATION, ' / COVER Wl PLASTIC � SHEETING \ \ TREE PROTECTION FENCE PER CiTYOF EDMONDS \ INSTALL FILTER FENCE PER CiTY \ \ OF EDMONDS REQUIREMENTS ,,= - \ \ ° \ TREE PROTECTION FENCE / A5 NECESSARY TO CONTROL I- PER CiTY OF EDMONDS / \ SEDIMENT AND PREVENT THE \ REQ'T5 \ DISCHARGE OF POLLUTANTS \ TREE PROTECTION FENCE \ PER CiTY OF EDMONDS \ REQ'TS; INSTALL AT DRIVEWAY EDGE \ \ \ \ ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF \ EDMONDS STANDARD DETAIL SD-642 OR \ APPROVED EQUAL. \ \ \ \ \ \ OWNER/CONTRACTOR IS RESPONSIBLE FOR \ EROSION CONTROL AND DRAINAGE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TEMPORARY EROSION SEDIMENT CONTROL PLAN EXISTING GRAVEL DRIVEWAY LOCATION FOR CONSTRUCTION ENTRANCE PER ER-901 I� N w C Z o CNI 0 W 0� 00 m Lu Q U) L.L < 0 Z N O Z � 2i J W LL 9716 REGISTERED ARCHITECT /Pl. 1161(1�1 HEIDI MICHELLE HELGESON STATE 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET TEMPORARY EROSION SEDIMENT CONTROL PLAN AND TYPICAL CITY OF EDMONDS DETAILS RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 5CALE:1" = 20' 03 PARCEL A: LOT 11, TALBOT PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 107, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF TIDELAND LOT 3 IN FRONT OF SAID TRACT, AS SHOWN ON THE OFFICIAL PLAT OF EDMONDS TIDE LANDS ON FILE IN THE OFFICE OF COMMISSIONER OF PUBLIC LANDS AT OLYMPIA, WASHINGTON. EXCEPT THE RIGHT OF WAY OF THE BURLINGTON-NORTHERN INC., RAILROAD. BASIS OF BEARINGS A BEARING OF N 51 °18'49" E CALCULATED PER PLAT BETWEEN MONUMENTS ON CENTERLINE OF TALBOT ROAD. REFERENCES PLAT VERTICAL DATUM NAVD88 PER GPS OBSERVATIONS. SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN JUNE OF 2020. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 00594400001100 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 36,707 S.F. (0.84 ACRES) 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. 500105631, WITH AN EFFECTIVE DATE OF JULY 15, 2020 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. LEGEND ACU ❑ AIR CONDITIONING UNIT v P ❑ POWER METER 0 ASPHALT SURFACE - P POWER (OVERHEAD) BUILDING UP POWER (UNDERGROUND) CENTERLINE ROW PP O POWER POLE coo CLEANOUT PP 0---0 POWER POLE W/ LIGHT CULVERT PIPE REBAR & CAP (SET) Q CONCRETE SURFACE ROCKERY RETAINING WALL SS SEWER LINE DECK (v) SEWER MANHOLE X X FENCE LINE (CHAIN LINK) STORM MANHOLE 0 o FENCE LINE (IRON) SD STORM DRAIN LINE X FENCE LINE (WIRE) SIZE TYPE O TREE (AS NOTED) FENCE LINE (WOOD) UT UTILITY LINE - GAS LINE W WATER LINE J GRAVEL SURFACE WM C WATER METER HEDGE FOLIAGE LINE F- - - - 7 ITEM NO. 6 - SEWER EASEMENT, REC. NO. NAIL AS NOTED - - - 9304290320 Mw0 MONITOR WELL F- - - - ITEM NO. 7 - STORM 7.� EASEMENT, REC. NO. ►�� MONUMENT IN CASE (FOUl' 201008170696 VICINITY MAP N.T.S. £ 166M 681h SITE TALBOT PARK GRAPHIC & HDllNDARY SURVEY N°o 10 EVG / 0 2 FIR 0 TU / 1I�'� Cti CON / ti° v`, e ! °� �GO�• �P�% 30 0. WALK / �o C / FOUND MON IN CASE \ \ �� •� •�° FF EL=31.3 9 09 o / / TACK/LEAD, DOWN 1.0'0.4 / HOUSE NO. 8229 �� ;, MATCH LINE - SEE SHEET 2 FOOTPRINT= / o p 1,633 SF FF EL=22.4' zo o io 20 FENCE \ \\ �k� ?s FF EL=22.3' z 1.2'SW OF \ 6 o �s26 \ 000NC / ( IN FEET) PROP LINE \ \ WALK 1 INCH 20 FT. ti ZZP� �� ss ON = \ \ / 269 TAI ITEM N0. 6•'�,� , • •� � � / SEWER EASEMENT, ��. Q_ i� IX REC. NO. 9304290320 ^' \ •� C NC / FENCE \ \ ti°k 5 tix� N ••DRIVE,WAY 6. o \ 1.1'SW OF �? 00 PROP LINE �,. •;� �� // O ^� FENCE \ 6 DEC � �'� O 20" EVG / / / v 1.0'SW OF "o��tio P, Do /, tiQ PROP LINE \ FIR CU VERT �� 26" CEDO CRW �° IE( E) 3 "CPP=11.51' 0.5'NE OF ':��o° titic� PROP LINE // / P�'Cb CLVERT IE(SE) 36"CPP= 11 05 FENCE �� D o �(3)20" DECO 1.3'SW OF _o. o O� A ti ��. 14" DEC o PROP LINE �� ® UL RT CRW �o 9 a '9s� )� "CPP=19.58' A 0.2'NE OF PROP LINE CRW/ 0.3'SW OF PROP LINE CULVERT a �� i ILL VL T \ IE(SE) 36"CPP=12.70 ° 1 (_� 1-18.10' 1 "ALD CRW oo 0.3'SW OF FOUND MON IN CASE PROP LINE �je i H 6 y A ' ROCKERY ti° �6 ss k �� Q ANNOT OPEN o ti / s/ k TACK/LEAD, \ FENCE 2? 4 °� P a 6' D C LV T 0.04'W, DOWN 1.2' 0.7'SW OF 24" AL �D\�G / M `mil IE SE) N -2 k1' PROP LINE \ o1 OO�� CULVERT �' ,�110A Q �I �IE(NW) 36"CONC=29.57' FENCE `LL\ \� �� -` o 12" AL �� WOOD 22" ALD 3 ' SD - 1.2'SW OF \ oti 1 ALD BRIDGE O .7 3 \ PROP LINE ��j�\ \ ��. 1F! ALD 10" DE RY 7�S 0" D �Q ► t -� M W f/ 12" E � \ HEDGE ° ITEM NO. 7 - a3 goo \ zs.s NORM EASEMENT, o �o RC \ REC. NO. GRAVE o ITEM NO. 1 - RIGHT TO \ If-201008170696 / DRIVEW ti9 6 R 0 OPW OF s . ° CUT TREES EASEMENT, o o Q \ 32098 (WITHIN 200E OFRC.NO. RAILROAD ° IR PP UJ RIGHT OF WAY' � :`� \ i / 12" DE 8" DEC o \ 9 �° eos �,o a o APPROX. LOCATION o a s� PER G.I.S. RECORDS O \V 0 f HEDGE �'' .y✓ V ° '� Q- C' �. Q�y^use SITE N IL ��SCHEDULE B ITEMS (CONTINUED) ELEV= 6.39 �O O 06�°`QF� / Q o ago O 38.22 3. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS BUT ��ti�� OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT �P,p�9 Gp�/ o. APPRO /li�� '' � �' NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, �� FENCE (IRON) �9 A LOCATION �xQ D �° ��'a SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, `�ti°c / 1.2'SW of \ ARKS PAINT s' `' DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF / PROP LINE YP 3S �� s INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, sDMH ( )Iz� EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS / RIM=33.00' c�Q� y� ` � / IE(S) \ 30"CPP=12.90' IE(NW) 30"CPP=12.70' \ Q ��G�O ,�) FENCE (IRON) N c�S APPROX. LOCATION \ / G PER RECORDS (TYP) 0.6' S W OF 3 � T , �� M � ��'z \ / PROP LINE coy / COLUMN 32.68 36 APPROX. LOCATION PER 2.1'SW OF PSE MAP NO. Q159069 / PROP SLIIN o P G -FOUND MON IN CASE BRASS DISK, 0.26'NW, DOWN 0.7' / / MH RI 91Di Sc, RIM=32.93' \ IE(N) 30"CPP=12.93' / �p0 �p IE(SW) 30"CPP=12.53' / APPROX. LOCATION 6"0 PER G.I.S. RECORDS l� /Z SCHEDULE B ITEMS / \ / FOUND MON IN CASE / \ BRASS DISK, 1. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS 0.17'NW, DOWN 0.5' INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: / \ GRANTED TO: SEATTLE & MONTANA RAILWAY COMPANY / PURPOSE: RIGHT TO CUT TREES DANGEROUS TO THE OPERATION OF / THE RAILROAD / 4PP RECORDING DATE: SEPTEMBER 29, 1894 REC- /- ORDS: 200 FEETOON AFFEACH SIDE OF SAID RAILROAD (PLOTTED) 2. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER / FOUND MON IN CASE MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, / BRASS DISK, DOWN 0.6' A95 STEEP SLOPE/BUFFER DISCLAIMER: IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, / THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, SET FORTH ON THE PLAT OF TALBOT PARK: THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. RECORDING NO: 885320 PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: JULY 9, 1948 RECORDING NO.: 885328 4. SIDE SEWER EASEMENT INCLUDING THE TERMS, COVENANTS AND PROVISIONS THEREOF: RECORDING DATE: JUNE 8, 1971 RECORDING NO.: 2199948 WIDTH: 6 FEET AFFECTS: AN UNDISCLOSED PORTION OF SAID LAND ALONG THE LINE AS CONSTRUCTED SAID EASEMENT CONTAINS A PROVISION FOR BEARING A PROPORTIONATE OR EQUAL COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID SEWER BY THE COMMON USERS. 5. SIDE SEWER EASEMENT INCLUDING THE TERMS, COVENANTS AND PROVISIONS THEREOF: RECORDING DATE: JUNE 15, 1971 RECORDING NO.: 2201268 WIDTH: 6 FEET AFFECTS: AN UNDISCLOSED PORTION OF SAID LAND ALONG THE LINE AS CONSTRUCTED SAID EASEMENT CONTAINS A PROVISION FOR BEARING A PROPORTIONATE OR EQUAL COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID SEWER BY THE COMMON USERS. 6. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF EDMONDS PURPOSE: UTILITY EASEMENT RECORDING DATE: APRIL 29, 1993 RECORDING NO.: 9304290320 AFFECTS: THE SOUTHWESTERLY 10 FEET OF REAL ESTATE UNDER SEARCH (PLOTTED) 7. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF EDMONDS PURPOSE: STORM WATER CONVEYANCE PIPE AND NECESSARY APPURTENANCES RECORDING DATE: AUGUST 17, 2010 RECORDING NO.: 201008170696 AFFECTS- PnRTInN OF SAID PRFMISFS (PI OTTFM W O LLI Q z N o O o Z w Q C 0 0) O LLI CO m _ 2 U vw) Z J LL Q � N N O z p W O O z 0- 0 O O N O 00 N m C C >Q N (v N �1 :3 L � Q > 0- Z) V7 (V O � 4 d' Z) 00 Ln L�n .{. V NLn fV L V) N O co = �a 00 CD JOB NUMBER: 200836 DATE: 06117120 DRAFTED BY: JPH CHECKED BY: JGM SCALE: R REVISION HI,�ff6ft2 20z' 07123120 TITLE REV/jEWo, eomorvo 07/15/21 SITE BENCHUAWWT ' SHEET NUMBER ' 1nw9 OGRAPHIC & BOUNDARY SURVEY LEGEND ACU ❑ AIR CONDITIONING UNIT P ❑ POWER METER 0 ASPHALT SURFACE P POWER (OVERHEAD) ��SZXXS& BUILDING UP POWER (UNDERGROUND) CENTERLINE ROW PP O POWER POLE coo CLEANOUT PP 0----0 POWER POLE W/ LIGHT CULVERT PIPE REBAR & CAP (SET) Q CONCRETE SURFACE ROCKERY RETAINING WALL SS SEWER LINE DECK (v) SEWER MANHOLE X X FENCE LINE (CHAIN LINK) STORM MANHOLE 0 o FENCE LINE (IRON) SD STORM DRAIN LINE X X FENCE LINE (WIRE) SIZE TYPE O TREE (AS NOTED) FENCE LINE (WOOD) UT UTILITY LINE �- GAS LINE W WATER LINE G r J GRAVEL SURFACE WM ❑ WATER METER HEDGE FOLIAGE LINE F- - - - -1 ITEM NO, 6 - SEWER EASEMENT, REC. NO. ;•; NAIL AS NOTED �- �� 9304290320 MWO MONITOR WELL -� �� ITEM N0. 7 -STORM EASEMENT, REC. NO. ► 4 MONUMENT IN CASE (FOUl' - - - 201008170696 SCHEDULE B ITEMS 1. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: SEATTLE & MONTANA RAILWAY COMPANY PURPOSE: RIGHT TO CUT TREES DANGEROUS TO THE OPERATION OF THE RAILROAD RECORDING DATE: SEPTEMBER 29, 1894 RECORDING NO.: 32098 AFFECTS: 200 FEET ON EACH SIDE OF SAID RAILROAD (PLOTTED) 2. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF TALBOT PARK: 3. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: JULY 9, 1948 RECORDING NO.: 885328 4. SIDE SEWER EASEMENT INCLUDING THE TERMS, COVENANTS AND PROVISIONS THEREOF: RECORDING DATE: JUNE 8, 1971 RECORDING NO.: 2199948 WIDTH: 6 FEET AFFECTS: AN UNDISCLOSED PORTION OF SAID LAND ALONG THE LINE AS CONSTRUCTED SAID EASEMENT CONTAINS A PROVISION FOR BEARING A PROPORTIONATE OR EQUAL COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID SEWER BY THE COMMON USERS. 5. SIDE SEWER EASEMENT INCLUDING THE TERMS, COVENANTS AND PROVISIONS THEREOF: RECORDING DATE: JUNE 15, 1971 RECORDING NO.: 2201268 WIDTH: 6 FEET AFFECTS: AN UNDISCLOSED PORTION OF SAID LAND ALONG THE LINE AS CONSTRUCTED SAID EASEMENT CONTAINS A PROVISION FOR BEARING A PROPORTIONATE OR EQUAL COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF SAID SEWER BY THE COMMON USERS. 6. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF EDMONDS PURPOSE: UTILITY EASEMENT RECORDING DATE: APRIL 29, 1993 RECORDING NO.: 9304290320 AFFECTS: THE SOUTHWESTERLY 10 FEET OF REAL ESTATE UNDER SEARCH (PLOTTED) 7. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF EDMONDS PURPOSE: STORM WATER CONVEYANCE PIPE AND NECESSARY APPURTENANCES RECORDING DATE: AUGUST 17, 2010 RECORDING NO.: 201008170696 AFFECTS: PORTION OF SAID PREMISES (PLOTTED) STEEP SLOPE/BUFFER DISCLAIMER: THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. / ITEM NO. 1 - RIGHT TO / CUT TREES EASEMENT, NO. 32098 (WITHIN 200' OF RAILROAD RIGHT OF WAY) P t, I.V CULVERT IE(SE) 40"DI=5.28' i SITE TBM -= SET HUB&TACK ; ELEV=18.34' hp /\° r� o Ilea ORDINARY HIGH WATER L=91.56' A 5°47'40" R=905.37' 00 � SDMH \ RIM=17.02' \ IE(S) 30"CPP=10.92' IE(NW) 40"DI=7.57' FENCE END 0.1'SE & 1.3'SW OF PROP LINE APPROX. LOCATION PER G.I.S. RECORDS�� ITEM NO. 6 - SEWER EASEMENT, REC. NO. 9304290320 FENCE (WIRE) 2.7'SW OF PROP LINE MATCH LINE - SEE SHEET 1 Lu w o W Q (D o p _ o Zo N o rn o m o o p 06Lu v z U Q) Q Lij - o O� � z 0 Lu U C N Z ¢ Q) LU rn LLJ OJO Q z �z Z N JLij LL O O N O 00 N O) C C >Q N N 4-J 4—) N � Q 0- Z) (V O 00 4 d' Z) 00 u) Ln a—+ �- N Ln N N L O f0 = �a O 00 0 JOB NUMBER: 200836 DATE: 06117120 DRAFTED BY. JPH CHECKED BY: JGM SCALE: ►j REVISION HI,�ffpft2 20, 07123120 TITLE REVIJESitk/oF EDMOND 071151,21 SITE BENCHUA'.T "T ' SHEET NUMBER ' 9 nF 9 ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. NOTES: 1. OWNER / CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND SCHEDULE ALL NECESSARY INSPECTIONS. 2. LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. 3. ALL EXISTING CONDITIONS AND LAYOUT ARE TO BE VERIFIED IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4. ALL WORK SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND STANDARD SPECIFICIATIONS. 5. CONTRACTOR IS TO NOTIFY AND RECEIVE APPROVAL FROM OWNER / LANDSCAPE ARCHITECT CONCERNING ANY CHANGES OR DEVIATIONS MADE TO LAYOUT, DETAILS, OR INDUSTRY STANDARDS PRIOR TO CONSTRUCTION. 6. CONTRACTOR / OWNER IS SOLELY LIABLE FOR ALL WORK NOT COVERED IN CONTRACT, WRITTEN OR VERBAL, FOR WHICH THE LANDSCAPE ARCHITECT WAS RETAINED. FAILURE OF ANY WORK OR PRODUCT NOT COVERED IN CONTRACT, OR APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION, IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR / OWNER. FAILURE OF CONTRACTOR / OWNER TO NOTIFY LANDSCAPE ARCHITECT OF CHANGES MADE TO PLANS OR DETAILS, OR ANY CHANGE RESULTING IN DEVIATION FROM INDUSTRY STANDARDS, RELEASES THE LANDSCAPE ARCHITECT FROM ASSOCIATED LIABILITY FOR SAID WORK. 0 8' 16' 32' SCALE: I" = I"=16'-0" iD NORTH PERMIT APPROVAL STAMPS KPK E N N E T H P H I L P L A LANDSCAPE ARCHITECTS PS 2288 W COMMODORE WAY STE 105 tel 206-783-5840 S E A T T L E, WA 9 8 1 99 w w w. k e n n e t h p h i I p. c o m FLYNN RESIDENCE 8229 TALBOT ROAD EDMONDS WA 98026 CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 NOT FOR CONSTRUCTION Issue Title SCHEMATIC DESIGN Issue Date 12.08.2020 DESIGNED BY: KS DRAWN BY: KS Rev Date Description Q 10.21.2021 PERMIT CORRECTIONS Sheet Title SITE PLA eESUB Sheet Number L 1,00 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISED SEE AND SHEET L NOTES: 1. OWNER / CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND SCHEDULE ALL NECESSARY INSPECTIONS. 2. LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. 3. ALL EXISTING CONDITIONS AND LAYOUT ARE TO BE VERIFIED IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4. ALL WORK SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND STANDARD SPECIFICIATIONS. 5. CONTRACTOR IS TO NOTIFY AND RECEIVE APPROVAL FROM OWNER / LANDSCAPE ARCHITECT CONCERNING ANY CHANGES OR DEVIATIONS MADE TO LAYOUT, DETAILS, OR INDUSTRY STANDARDS PRIOR TO CONSTRUCTION. 6. CONTRACTOR / OWNER IS SOLELY LIABLE FOR ALL WORK NOT COVERED IN CONTRACT, WRITTEN OR VERBAL, FOR WHICH THE LANDSCAPE ARCHITECT WAS RETAINED. FAILURE OF ANY WORK OR PRODUCT NOT COVERED IN CONTRACT, OR APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION, IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR / OWNER. FAILURE OF CONTRACTOR / OWNER TO NOTIFY LANDSCAPE ARCHITECT OF CHANGES MADE TO PLANS OR DETAILS, OR ANY CHANGE RESULTING IN DEVIATION FROM INDUSTRY STANDARDS, RELEASES THE LANDSCAPE ARCHITECT FROM ASSOCIATED LIABILITY FOR SAID WORK. aJ I VI\IVI L—MiL—IVILIV I UVUIVUMN 1 ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. KPK E N N E T H P H I L P L A LANDSCAPE ARCHITECTS PS 2288 W COMMODORE WAY STE 105 tel 206-783-5840 S E A T T L E, WA 9 8 1 99 w w w. k e n n e t h p h i I p. c o m FLYNN RESIDENCE 8229 TALBOT ROAD EDMONDS WA 98026 CALL 2 DAYS BEFORE YOU DIG 1-800-424-5 5 5 5 NOT FOR CONSTRUCTION Issue Title PERMIT Issue Date 06.21.2020 DESIGNED BY: KS DRAWN BY: KS Rev Date Description PERMIT APPROVAL STAMPS Sheet Title RESUB MITIGATION Dec 22 2021 TY OF EDMONDS PLANTING PLANLOPDE ARTMSENT ERVICES ENLARGEMENT 0 4' 8' 16' Sheet Number SCALE: I" = I"=8'-0" NORTH L3,0 4 5 0 ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. WESTERN RED CEDAR CONSTRUCTION. ALL WORK SHALL CONFORM TO MUNICIPAL REQUIREMENTS AND STANDARD SPECIFICIATIONS. CONTRACTOR IS TO NOTIFY AND RECEIVE APPROVAL FROM OWNER / LANDSCAPE ARCHITECT CONCERNING ANY CHANGES OR DEVIATIONS MADE TO LAYOUT, DETAILS, OR INDUSTRY STANDARDS PRIOR TO CONSTRUCTION. CONTRACTOR / OWNER IS SOLELY LIABLE FOR ALL WORK NOT COVERED IN CONTRACT, WRITTEN OR VERBAL, FOR WHICH THE LANDSCAPE ARCHITECT WAS RETAINED. FAILURE OF ANY WORK OR PRODUCT NOT COVERED IN CONTRACT, OR APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION, IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR / OWNER. FAILURE OF CONTRACTOR / OWNER TO NOTIFY LANDSCAPE ARCHITECT OF CHANGES MADE TO PLANS OR DETAILS, OR ANY CHANGE RESULTING IN DEVIATION FROM INDUSTRY STANDARDS, RELEASES THE LANDSCAPE ARCHITECT FROM ASSOCIATED LIABILITY FOR SAID WORK. PARKING PAD SHOWN HAS BEEN REMOVED SEE APPROVED SITE PLAN 02 AND SHEET L 1.0. FLYNN RESIDENCE- MITIGATION PLANT SCHEDULE 06.21.2021 TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 10 ACER CIRINATUM VINE MAPLE 8'-10' B&B 13' 1 RHAMNUS PURISHIANA CASCARA 5 GALLON 8' 3 THUJA PLICATA WESTERN RED CEDAR 6' B&B 8' SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 7 AMELANCHIER ALNIFOLIA SERVICEBERRY 6' B&B 8' 58 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GALLON 3' 151 ATHYRIUM FELIX-FEMINA LADY FERN 1 GALLON 2' 22 CORNUS SERICEA RED OSIER DOGWOOD 5 GALLON 3' 12 HOLODISCUS DISCOLOR OCEANSPRAY 1 GALLON 5' 68 MAHONIA NERVOSA OREGON GRAPE 1 GALLON 3' 12 PHILADELPHIA LEWISII MOCK ORANGE 5 GALLON 5' 230 POLYSTICHUM MUNITUM SWORDFERN 1 GALLON 2' 11 ROSA NUTKANA NOOTKA ROSE 1 GALLON 3' 22 RUBUS SPECTABILIS SALMON BERRY 1 GALLON 3' 27 SAMBUCUS RACEMOSA RED ELDERBERRY 5 GALLON 4' 53 SYMPHORICARPOS ALBUS SNOWBERRY 1 GALLON 3' 17 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 1 GALLON 3' PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 582 ACHLYS TRIPHYLLA VANILLA LEAF 1 GALLON 18" O.C. 546 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GALLON 2' 338 TIARELLA TRIFOLIATA FOAM FLOWER 1 GALLON 15" O.C. PROPOSED ORNAMENTAL PLANTING BUFFER PLANTING AREA A (1,086SF) BOTANICAL NAME COMMON NAME ACHLYS TRIPHYLLA VANILLA LEAF AMELANCHIER ALNIFOLIA SERVICEBERRY ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK ATHYRIUM FELIX-FEMINA LADY FERN CORNUS SERICEA RED OSIER DOGWOOD DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS PHILADELPHIA LEWISII MOCK ORANGE RHAMNUS PURISHIANA CASCARA ROSA NUTKANA NOOTKA ROSE RUBUS SPECTABILIS SALMON BERRY TIARELLA TRIFOLIATA FOAM FLOWER BUFFER PLANTING AREA B (1,361SF) BOTANICAL NAME COMMON NAME DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS ACHLYS TRIPHYLLA VANILLA LEAF AMELANCHIER ALNIFOLIA SERVICEBERRY ATHYRIUM FELIX-FEMINA LADY FERN CORNUS SERICEA RED OSIER DOGWOOD HOLODISCUS DISCOLOR OCEANSPRAY MAHONIA NERVOSA OREGON GRAPE POLYSTICHUM MUNITUM SWORD FERN SAMBUCUS RACEMOSA RED ELDERBERRY SYMPHORICARPOS ALBUS SNOWBERRY TIARELLA TRIFOLIATA FOAM FLOWER BUFFER PLANTING AREA C (6,093SF) BOTANICAL NAME COMMON NAME ACER CIRINATUM VINE MAPLE ACHLYS TRIPHYLLA VANILLA LEAF ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS HOLODISCUS DISCOLOR OCEANSPRAY MAHONIA NERVOSA OREGON GRAPE POLYSTICHUM MUNITUM SWORD FERN SAMBUCUS RACEMOSA RED ELDERBERRY SYMPHORICARPOS ALBUS SNOWBERRY THUJA PLICATA WESTERN RED CEDAR TIARELLA TRIFOLIATA FOAM FLOWER VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 0 4' 8' 16' SCALE: I" = I"=8'-0" NORTH PERMIT APPROVAL STAMPS KPK E N N E T H P H I L P L A LANDSCAPE ARCHITECTS PS 2288 W COMMODORE WAY STE 105 tel 206-783-5840 S E A T T L E, WA 9 8 1 9 9 w w w. k e n n e t h p h i I p. c 0 m FLYNN RESIDENCE 8229 TALBOT ROAD EDMONDS WA 98026 CALL 2 DAYS BEFORE YOU DIG 1-800-424-5 5 5 5 NOT FOR CONSTRUCTION Issue Title PERMIT Issue Date 06.21.2020 DESIGNED BY: KS DRAWN BY: KS Rev Date Description Sheet Title RESUB MITIGATION Dec 22 2021 TT�CE3REAPLANTING PLAN"T ENLARGEMENT Sheet Number EXISTING I I SAW CUT EXISTING FOUNDATION TO SLAB EDGE A5 REMAIN OR PER NEEDED FOR NEW STRUCTURAL TYP FOUNDATION WALL LOCATION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DEMO K VENEER AND PLANTER ABOVE AND AT MAiN DEMO FURNACE, FLOOR TYP WALLS ANCD DOOR I F- - II II I — — — — — — — DEMO CONCRETE PATIO, PREP FOR 4 ' NEW ADDITION -- - - - - - - -- JL--JL---- - - - - -� rp----- - - - T I,r'----------------------� IIIL,Fr �� JI L`----� I �� Ir------- ,----- � � I DEMO ALL FIXTURES AND FINISHES iN \ LAUNDRY AND GARAGE DEMO FIREPLACE I I I \ AND WALLS DEMO DOOR PREP FOR PARTIAL iNFiLL, I III EXISTING SLAB TO NEW OFENiNG r — — , r I— — -III REMAIN DEMO WALL, BRiGK J--` 2'-1 1/2'. 21-8"\ I D I I W VENEER, WINDOWS AND GARAGE DOOR, L — — J L — — J — J ' I PREP FOR ADDITION, \ �r------j REFER TO — — — — STRUCTURAL DEMO INTERIOR WALL AND DOORS EXISTING FOUNDATION TO REMAIN DEMO ELECTRICAL PANEL PREP WINDOW F REPLACEMENT DEMO BRICK VENEER LOWER FLOOR DEMOLITION PLAN SCALE:114" = 1'-0" 0 EX15TiNG WALLS r — I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 2. DEMO MAiN FLOOR WALLS AND FINISHES. DEMO ROOF ABOVE. MAiN FLOOR ASSEMBLY TO REMAIN, MODIFY PER ENGINEER. 3. ANY TEMPORARY SHORING PER STRUCTURAL ENGINEER. / T-t- -- II h II I ;/;N I I ----- LC-----�I CS,I N I I I I -- /11 — — — DEMO INTERIOR WALLS �� 0I AND DOOR5 rI L — — —— �I I I DEMO BATHROOM I I FIXTURES AND FiNiSHES I I I I I 1� I DEMO EX STAIR AND II I —� WATER HEATER, PREP — — — — — / II L -4" DEMO DOOR PREP FOR PARTIAL iNFiLL, NEW DOOR FOR iNFiLLiNG FLOOR I I N ABOVE CG]1r1012 DEMO WINDOW PREP FOR PARTIAL iNFiLL, NEW DOOR DEMO ROUGH OPENING FOR NEW WINDOW DEMO BRICK VENEER, CONCRETE AND EXISTING EXTERIOR WALL FRAMING TO REMAIN EXISTING FOUNDATION TO REMAIN Lu U Z o 0 L LJ rn O vJ m >Q Lu Q U) < 0 Z Cl) O Z 0 00 J W LL 9716 REGISTERED GST ARCHITECT DI MICHELLE HELGESON ATE OF WASHINGTON il rl r1 o 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET LOWER FLOOR DEMOLITION PLAN RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,0 LOWER FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS VLSPACE VENTILATION REQUIREMENTS PACE: PER WAC 51-51-0408 SECTION R408, MiNiMUM NET AREA OF VENTILATION �S SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OF UNDER- REA. A GROUND COVER OF 10 MiL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL OVER THE GROUND WiTHiN CRAWL SPACES. THE GROUND COVER SHALL BE 'PEP TWELVE (12) INCHES MiNiMUM AT THE JOINTS AND SHALL EXTEND TO THE FION WALL. ONE VENTILATION OPENING SHALL BE WiTHiN 3 FEET OF EACH CORNER OF .DING, EXCEPT ONE SiDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO FION OPENINGS UNLESS NOTED OTHERWISE. RAWLSPACE AREA 9 FRONT PORCH = 58.5 5F D VENTILATION AREA = 0.2 5F 3"X16" VENT = 0.9 SF NET FREE VENTILATING AREA RAWLSPACE AREA 9 NORTH = 251 5F .D VENTILATION AREA = 0.8 5F 3"X16" VENT = 0.9 5F NET FREE VENTILATING AREA 1. PROVIDE SHUTOFF VALVE 9 CONNECTION TO APPLIANCE. 2. PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WiTHiN THE UPPER 1/3RD AND LOWER 1/3RD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, THE STRAPPING SHALL MAINTAIN A MiNiMUM DISTANCE OF 4" ABOVE CONTROLS. 3. ALL ELECTRIC WATER HEATERS iN UNCONDITIONED SPACES, OR ON CONCRETE FLOORS iN CONDITIONED SPACES, SHALL BE PLACED ON AN INSULATED SURFACE WiTH A MiNiMUM THERMAL RESISTANCE OF R-10, AND MINIMUM COMPRESSIVE STRENGTH OF 4OPSi OR ENGINEERED TO SUPPORT THE APPLIANCE. 4. INSTALL NEW ELECTRIC HEAT PUMP WATER HEATER TO MEET TiER 1 OF NEAA'S ADVANCED WATER HEATING SPECIFICATIONS. HVAC REQUIREMENTS 1. REINSTALL MiT5U13i5Hi ELECTRIC FORCED AiR FURNACE #MVZ- A30AA7-1 TO PROVIDE HEATING, COOLING AND VENTILATION TO ALL FLOORS OF THE HOME. REINSTALL OUTDOOR HEAT PUMP UNiT, MiT5U1315H1 ELECTRIC #MXZ-5C42NAHZ. 2. PER iRC 1505: PROVIDE WHOLE HOUSE VENTILATION SYSTEM INTEGRATED WiTH THE FORCED AiR SYSTEM. 3. 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)". 4. CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION MiNiMUM AIRFLOW RATE OF 75 CFM. REFER TO iRC TABLE M1505.4.3 (1). �H OPENING SIZES, LINO. :E INFORMATION. ,RDWiRE AND INTERCONNECT P A5 REQUIRED. SEPARATE SLEEPING AREA iN BALL BE LISTED AS COMPLYING RC R315.3 AND THE :.M.D.) TO BE INSTALLED 3'-0" BE LISTED AND LABELED WiTH A =R iN ACCORDANCE WiTH C5A ,TiFiED TO ANSi Z21.50 SHALL BE ANCE WiTH C5A F.4.1. N GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING LOWER FLOOR AREA: (1478.7 5F) REFINISHED AREA OF CONDITIONED SPACE AT LOWER FLOOR (iNCL EXISTING LOWER FLOOR AREA MINUS PORTION FOR NEW CRAWLSPACE): 1179 SF NEW GARAGE ADDITION (UNCONDITIONED): 495.2 SF TOTAL CONDITIONED AREA (LOWER FLOOR): 1179 SF Lu U Z o L LJ ry 00 0 ~ Q m L u Q U) L.L < 0 Z a', O Z 2i C) J LIJ L.L 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.206.542.3734 www.h2darchitects.com DATE: 07/20/2021 DATE: 12/20/2021 PERMIT SET LOWER FLOOR PLAN RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AlA A A3.1 B 3 A3.1 A4.0 D INSTALL RANGE HOOD; HOODS OVER 400 CFM REQUIRE MAKE UP AiR. MAKE UP AiR TO BE INTERLOCKED WiTH FAN OPERATION AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AiR RATE THAT 15 iN EXCESS OF 400CFM PER M1503.4.- C A3.1 FURR BEAM TO MATCH SiZE TO OTHER BEAMS, TYP ATTIC ACCESS, MiN 20', VERIFY LOCATION W/ OWNER 1 BUILT iN BUILT iN F HOT TUB; CONFIRM 1/2" C.L. BTW - BM/W LL p LOCATION W/OWNER + o 2'-41/2'311-1 2�1/�" _ 2X6 WALL W R LANDINGS, PLANTERS AND -- -- --------- ------ ----- -- - - - - -- - D -- - -_ STAIR PER LANDSCAPE --- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - 24 - - RCHTYP o LIVING BEAMS PER HAR W00 6I.R. HG �p STRUCTURAL TYP CLO 12 j R&S N LD 04 LANDING DN NEW L N C P 5 P5: TRANSOM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 6K Ca 4/ M X - " N o _ I ABOVE 131\ 1� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ 5T 1 "+/ 3 � �Gj LANDING I 50 CFM FAN, 2 I I� ENTRY N L N AP EPS: w� VENT TO A4.0 III HARDWOOD 13 p RCH N 6 0 + - ( AX 7- 4") 1 PLANTER OUTSIDE, TYP Ek II NEW C.L. - — - - CO CRETE - A4.1 _ 11 o o (s) TE- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 4' 9 - - _ � �n � _G PLANTERz= 3 I I 2X6 WALLT 1 3'-61 I1 14 BAR __- I DN BENCH I i CLO 2X6 WALL 1 LANDSCAPE WALLS PER LANDSCAPE ARCH TYP L" I 5+1 N _ — — — — —— — — — — —— — — — — — — — — — — — — — — - — — = w _ ~ WA) �? _; TOILET'_ TiLE R o N i DINING F 22 T B ° 1 06 0 lyl HARDWOOD o �I I I I BEAMS PER 1 1 1 1 - z I I F I I = 15 0 0o IM C LO HARDWOOD71 DOOR 50 CFM FAN, r` PATIO cp LNDR REFACE WITH 1y1 STRUCTURAL STAIR I I = TILE L� 1 1- u F 1 1 W T RM VENT TO o VENEER HARDWOOq _ Lu E OUTSIDE, TYPSTONE 2X6 WALL R. Q - 110 CFM FAN, _ M. BATH 1`�) VENT TO OUTSIDE, TYP _ TRANSOM 14 23 ABOVE O O y1 20 O Z 78 HT WALLA II I I I I I I LAV S.D./C.M.D I 1 � _ I i F___ o 1 1 � w Lu 1 o F I BATH - I o CL 19 21 O INSTALL LINEAR DRAIN Cad WET ROOM, f t o I I TILE I � N 91/2 _ lyl 0 17 1 FLOOR, SLOPE TO N 1y1 I II II I o f II 4- I c9 w I II iNSTA L LiNT AR DRAIN 71/2 1 1 2'-11/2" 2'-8" 5'-7" 2'-61/8" 2'-6" 5'-7" 1 1 5'-11" 5'-8" 1 ~ DRAIN � < b` 7-7�� 2�_8 O7 - - L - - - - - ° 1 5TR CTUR��,,L SHOWER - �.L. - - - - - N _ _ 1 PA TO 5LOpE FLOOR S D 51/4" 51/4'' 1 1 M. BEDROOMI I I o � � TO RAIN HARDWOOD N II II II II I II BEAMS PER o i l Q STRUCTURAL N N 14 J HARDWOOOD O12 = KIYCHE7 I I N 18 = HA6W00 1 I I OFFICE/ I I I=1 BEDLD I HARDWOOD 1 09 O8 — — CABINETS I I 36" GUARDRAIL HEIGHT 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. 7. ALL GAS FIREPLACE HEATERS RATED TO ANSi Z21.88 SHALL BE LISTED AND LABELED WiTH A FIREPLACE EFFICIENCY (FE) RATING OF 50 PERCENT OR GREATER iN ACCORDANCE WiTH CSA P.4.1. VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) CERTIFIED TO ANSi Z21.50 SHALL BE LISTED AND LABELED, INCLUDING THEIR FE RATINGS, iN ACCORDANCE WiTH CSA 12.4.1. MAIN FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS LD A A3.1 D A3.0 C A3.1 GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) REBUILD MAiN FLOOR AT EXISTING FOOTPRINT: 1515.7 5F NEW ADDITION: 581.1 SF TOTAL CONDITIONED MAiN FLOOR AREA: 2096.8 5F TOTAL CONDITIONED AREA (ALL FLOORS): 3275.8 SF M Lu U Z o Lu lo� 00 ~ Q Co Lu Q U) L.L < 0 z Cl) O z 2 0 J W L.L 9716 REGISTERED ARCHITECT 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET MAIN FLOOR PLAN RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,2 'ailA A3.1 �ED33 A3.1 A4.0 D A3.0 C A3.1 ROOF PLAN A A3.1 B A3.1 D A3.0 OUTLINE OF MAIN FLOOR C A3.1 N Lu U � Z 0 0 L LJ rn � O Q U) m L.0 Q U) ry Z N O Z 04 75 J w H 97'116 REGISTERED ARCHITECT /-/,I•� GST DI MICHELLE 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET ROOF PLAN RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE:1/4" = T-O" A1,3 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 2'-8" 6-10 1/2" 2'-6" 6'-8" SWING 0'-13/8" 0.00 03 2'-10" 6-10 1/2" 2'-8" 6'-8" SWING 0'-13/8" 0.00 04 3'-2" 6-10 1/2" 3'-0" 6'-8" SWING 0'-1 3/8" 20.00 1 3/8" S.C. 20 MiN RATED DR W/ SELF CLOSER 05 2'-8" 6-10 1/2" 2'-6" 6'-8" POCKET 0'-1 3/8" 0.00 VER R.O. W/ DR MFR 06 5'-2" 6-10 1/2" 5'-0" 6'-8" E31 PASS 0'-1 3/8" 0.00 07 9'-5" 7'-3" 9'-0" 7'-0" ROLL UP O'-1 3/4" 0.00 GARAGE DOOR, R.O. TO BE CONFIRMED 08 9'-5" 7'-3" 9'-0" 7'-0" ROLL UP O'-1 3/4" 0.00 GARAGE DOOR, R.O. TO BE CONFIRMED 09 2'-10" 16-10 1/2" 2'-8" 6'-8" SWING 0'-13/8" 0.00 10 5'-2" 6'-101/2" 5'-0" 6'-8" FRENCH O'-13/4" 33.30 TEMPERED 0.25 11 2'-10" 6-10 1/2" 2'-8" 6'-8" SWING 0'-13/8" 0.00 MAiN FLOOR 12 2'-6" 7-81/2" 21-4" 7'-6" SWING 0'-13/8" 0.00 13 4'-71/2" 7-81/2" 4'-6" 7'-6" PIVOT O'-1 3/4" 10.80 VER SPEC & R.O. W/ MFR 0.20 14 2'-8" 7-81/2" 2'-6" 7'-6" SWING 0'-13/8" 0.00 15 3'-1" 7-81/2" 3'-0" 7'-6" POCKET 0'-1 3/8" 0.00 VER R.O. W/ POCKET DR MFR 16 2'-10" 7-21/2" 2'-8" 7'-0" SWING 0'-13/8" 0.00 16 2'-10" 7-81/2" 2'-8" 7'-6" SWING 0'-13/8" 0.00 17 2'-8" 7-81/2" 2'-6" 7'-6" SWING 0'-13/8" 0.00 18 2'-6" 7-81/2" 21-4" 7'-6" SWING 0'-13/8" 0.00 19 2'-10" 7-81/2" 2'-8" 7'-6" SWING 0'-13/8" 0.00 20 2'-8" 7-81/2" 2'-6" 7'-6" SWING 0'-13/8" 0.00 21 2'-7" 7-81/2" 2'-6" 7'-6" POCKET 0'-1 3/8" 0.00 VER R.O. W/ POCKET DR MFR 22 2'-7" 7-81/2" 2'-6" 7'-6" POCKET 0'-1 3/8" 0.00 VER R.O. W/ POCKET DR MFR 23 14'-41/2" 7-81/2" 14'-0" 7'-6" FOLDING O'-1 3/4" 110.60 TEMPERED; VER R.O. W/ MFR 0.25 24 3'-2" 7-81/2" 3'-0" 7'-6" SWING 0'-13/8" 0.00 174.70 TOTAL EXTERIOR DOOR AREA: MANUFACTURER: INTERIOR: SiMPSON OR EQUAL, SOLID CORE DOORS, PANEL STYLE T.B.D. EXTERIOR: T.B.D. 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 0 lu r-�Ll N L PER SCHEDULE RT PAC; C; L PER 5CHEDULE >=ni rxr.1(-- J / \ ii L PER SCHED in/nT pnrK>=-r L PER SCHEDULE w x N C,UiT1\ir-- WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT LOWER FLOOR 01 4'-3" 4'-0" 6-10 1/2" A C/C 17.00 FRENCH CASEMENT; VER FIT iN EXISTING R.O. 0.25 02 6'-0" 4'-0" 6-10 1/2" A C/C 24.00 FRENCH CASEMENT, EGRESS 0.25 MAiN FLOOR 03 4'-0" 2'-0" 7-6" B A/A 10.00 TRANSLUCENT; TEMPERED 0.25 04 5'-0" 5'-6" 7-6" A C/C 27.50 FRENCH CASEMENT; TEMPERED 0.25 05 2'-0" 6'-0" 9'-0" C P/C 12.00 TRANSLUCENT; TEMPERED W/ 2' TRANSOM 0.25 06 2'-0" 6'-0" 9'-0" C P/C 12.00 TRANSLUCENT; TEMPERED W/ 2' TRANSOM 0.25 07 6-4" 71-4" 9'-0" D C/P/C 62.50 TEMPERED W/ 2' TRANSOM 0.25 08 2'-6" 5'-0" 7'-6" E C 12.50 EGRESS 0.25 09 2'-6" 5'-0" 7-6" E C 12.50 EGRESS 0.25 10 7-2"7'-0" 9'-10" F C/C 49.00 FRENCH CASEMENT, EGRESS W/ FIXED TRANSOMYER HH ALIGN WNDW #14 0.25 11 8'-6" 7-0" 9'-10" G P/P 56.10 W/ FIXED TRANSOM; VERIFY HH TO ALIGN W/ WiNDOW #14 0.25 12 8'-6" 7-0" 9'-10" F C/C 56.10 FRENCH CASEMENT W/ FIXED TRANSOM; VERi HH TO ALIGN W/ WiNDOW #14 0.25 13 14'-0" 6'-0" 7-6" H P 116.70 TEMPERED W/ FIXED TRANSOM; VERIFY HH TO ALIGN W/ WiNDOW #14 0.25 13A 14'-0" 2'-3" 9'-10" J P 39.90 MULL W/ WiNDOW #13; VERIFY R.O./HH TO ALIGN W/ WiNDOW #14 0.25 14 14'-0" 1'-8" 9'-10" 1 P 32.70 TRANSOM TO DOOR #23; VERIFY R.O. AND H.H; VERIFY ALIGN WiTH DOOR 0.25 TOTAL EXTERIOR WiNDOW AREA: 544.50 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: SIERRA PACIFIC, FLEETWOOD, OR SELECTED SERIES: ALUMINUM CLAD OR FiBERGASS, TO BE SELECTED 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. 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 GLASS TO BE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRIOR TO ORDERING A W F[EEIIIENJI I, PER SCHEDULE C -01 { PER SCHEDULE / / / w w o o / w � N \ w PER SCHED E KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE 5.1-1. = SINGLE HUNG H = HOPPER PER SCHEDULE F I. PER 5CHEDULE G ui U Z o 0 UJ 00 ~ Q Fn m LuJJ Z ON Z Z N 2i 0 J W 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE 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.h2darc h i tects.c om DATE: 07/20/2021 DATE: 12/20/2021 PERMIT SET WINDOW AND DOOR SCHEDULES RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AlA 25' HEIGHT LiMiT: 51'6" I-OT/`V CT 0= n-rOI Ir`TI 10 e I _ NORTH ELEVATION SCALE:1/4" = 1'-0" HEAD HEIGHTS ,AL I WEST ELEVATION SCALE 1/4" = 1'-0" ROOF HiGH POINT EL = 25'-101/2" +/- (EL =48'3"+/-)______ (T.O. NEW ROOF) 'E 3: EQUITONE NT PANELS, REFER TO SiDiNG LAYOUT DETAIL LA' YP 'E 2: METAL WALL PANEL, :R MFR SPEC AND REQ'TS RTiCAL METAL 1 I STRiP BETWEEN METAL )NE SiDiNG ETE EXISTING MAiN FLOOR EL = 6-101/2" +/- (EL = 31'3" +/-) T.O. EX SUDFLOOR EXISTING WER FLOOR PLATE EL = 7- 1/2"+/- (EL = 30'3" +/-) (T.O. EX PLATE) AVERAGE EX GRADE= 26'-6" EXISTING LOWER FLOOR EL = 0'0" (EL = 225" +/-) (T.O. S.O.G.) 25' HEIGHT LiMiT: 51'6" ROOF HiGH POINT EL = 25'-101/2" +/- (EL = 48'3" +/-) (T.O. NEW ROOF) DETAIL LAYOUT PATTERN - SiDiNG TYP EXISTING MAiN FLOOR EL = 6-101/2" +/- (EL = 313" +/-) T.O. EX SUBFLOOR EXISTING W FLOOR PLATE EL = 7-101/2"+/- (EL = 303" +/-) (T.O. EX PLATE) AVERAGE EX GRADE= 26-6" EXISTING LOWER FLOOR EL = 0'0" (EL = 225" +/-) (T.O. S.O.G.) 1. SOLAR PANELS 13Y OTHERS. VERiFY 240OKWH ANNUALLY TO MEET WASHiNGTON STATE ENERGY CREDIT 6.1. 2. SOLAR PANELS MUST MEET MAXIMUM HEIGHT REQUIREMENT OF 25'. PER ECDC 21.40.030.1).7, SOLAR ENERGY INSTALLATIONS MAY NOT EXCEED 36" iN HEIGHT ABOVE THE HEIGHT LiMiT iF APPROVED AS A TYPE ii STAFF DECISION. CONTRACTOR TO VERIFY ELEVATION OF EXISTING FOUNDATION AND MAIN FLOOR PRIOR TO CONSTRUCTION Lu U Z o Lu cl� 00 ~ Q Co Lu Q U) ry Z N O Z � 73 C) J W L.L 9716 REGISTERED ARCHITECT 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET EXTERIOR ELEVATIONS RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,0 I I f f J: SOUTH ELEVATION SCALE:1/4" = T-O" EAST ELEVATION SCALE:1/4" = 1'-0" 25' HEIGHT LiMiT: 51'6" ROOF HiGH POINT EL = 25'-101/2" +/- ,� (EL = 463" +/-) (T.O. NEW ROOF) IORiZONTAL =R DETAIL 5HOU SUGi :R SPEC AND AP BEAMS, METAL WALL PANEL, R SPEC AND REQ'TS 25' HEIGHT LIMIT: 51'6" ROOF HiGH POINT EL = 25'-101/2" +/- (EL = 48'3" +/-) (T.O. NEW ROOF) SiDiNG TYPE 1: HORIZONTAL VG FiR SiDiNG PER DETAIL AND SPEC SiDiNG TYPE 4: SHOU SUGi BAN, INSTALL PER SPEC AND MFR REQ'TS; WRAP BEAMS, TYP SiDiNG TYPE 2: METAL WALL PANEL, INSTALL PER MFR SPEC AND REQ'TS TYP EXISTING MAiN FLOOR EL = 6-101/2" +/- (EL = 313" +/-) (T.O. EX SUBFLOOR) EXISTING LOWER FLOOR PLATE EL = 7-101/2"+/- (EL = 303" +/-) (T.O. EX PLATE) AVERAGE EX GRADE= 26'-6" EXISTING LOWER FLOOR EL = 0'0" (EL = 225" +/-) (T.O. S.O.G.) RETAINING WALLS, ENTRY STEPS, AND PLANTERS PER STRUCTURAL AND LANDSCAPE ARCH. EXISTING MAiN FLOOR EL = 6-101/2'' +/- (EL = 313" +/-) T.O. EX SUBFLOOR EXISTING LOWER FLOOR PLATE EL = 7-101/2" +/- (EL = 305' +/-) (T.O. EX PLATE) AVERAGE EX GRADE= 26'6" EXISTING LOWER FLOOR EL = 00" EL = 22'5' +/- (T.O. S.O.G.) 1. SOLAR PANELS BY OTHERS. VERiFY 240OKWH ANNUALLY TO MEET WASHiNGTON STATE ENERGY CREDIT 6.1. 2. SOLAR PANELS MUST MEET MAXIMUM HEIGHT REQUIREMENT OF 25'. PER ECDC 21.40.030.1).7, SOLAR ENERGY INSTALLATIONS MAY NOT EXCEED 36" iN HEIGHT ABOVE THE HEIGHT LiMiT iF APPROVED AS A TYPE ii STAFF DECISION. CONTRACTOR TO VERIFY ELEVATION OF EXISTING FOUNDATION AND MAIN FLOOR PRIOR TO CONSTRUCTION Lu U Z o 0 LJJ 00 ~ Q w m L.0 Q U) ry Z N O Z � 2i 0 J W L.L 9716 REGISTERED GST ARCHITECT DI MICHELLE 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET EXTERIOR ELEVATIONS RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,1 BUILDING SECTION SCALE:1/4" = 1'-0'' BUILDING SECTION SCALE:1/4" = 1-0" �8� POWDER CRAWL 2 A4.0 I - I �I 13EAMS PER STRUCTURAL WRAP PER DETAIL TYP HALL ENTRY — EXi Ti G FLOOR ASSEM�LY TO IREMA N, REFER TO STRUCTURAL ENG N ER FOR MODiFiCATIONS BUILDING SECTION LJ % SCALE:1/4" = 1' 0" BUILDING SECTION LJ % SCALE:1/4" = 1'-0" MUD ROOM L? Z _ =u=z <o<0o z LL STAIR 5/5" TYPE "X" GWB Cad UNDERSTAIR STORAGE C 12 1.5 ATTIC 1I I -- INSTALL FLAT CEILING BATH- OFFICE/BED 0) EXISTING FLOOR ASSEMBLY TO REMAIN, REFER TO ENGINEER FOR MOPI iCAT10N5 STRUCTURAL EXISTING AND NEW FOUNDATION PER STRUCTURAL, TYP BEDROOM EXISTING SLAB ON GRADE ASSEMBLY OR PER STRUCTURAL ENGINEER 3'-01, Lu U Z o 0 LJJ 00 ~ Q U m L u Q U) < 0 Z N O Z � 2i J W L.L 9716 REGISTERED ARCHITECT GST DI MICHELLE 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET BUILDING SECTIONS RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,0 BUILDING SECTION SCALE:1/4" = 1' 0'' IV 3 A4.0 BUILDING SECTION SCALE:1/4" = 1'-0'' BUILDING SECTION SCALE:1/4" = TO'' rD BEAM PER STRUCTURAL, FURR DOWN TO CAPTURE BUILDING SECTION SCALE:1/4" = P-0" OVERFRAME CRICKET PER 1 A4.1 Lu U Z o W ry rn 0 ~ Q U) m 3: W Q U) ry Z a', O Z 73 J w H 9716 REGISTERED ARCHITECT 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET BUILDING SECTIONS RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,1 SCREWS 912" O.C. U.N.O W/ 1" MiN PENETRATION INTO TOP PLATE (OR BEAM WHERE OCCURS) PER SiPS MANUFACTURER POLYMER SEALANT PER SiPS MANUFACTURER 5/8" GWB BEVELED 2X BLOCKING W/ 16D NAILS Ca 12" O.C. TOP AND BOTTOM AFTER ALL ELECTRICAL HAS BEEN COMPLETED PER SiPS MANUFACTURER ------------------�- T- LiNE OF CONTINUOUS VAPOR 1 VARIABLE AiR BARRIER TYP EAVE ASSEMBLY SCALE:1"=1'-O" I I I 12 �1 ©wow, =I►� Sim 1 \ 4. �- 2 Sim 3 4. PERIMETER FOOTING DRAIN, TiE TO EXISTING FOOTING DRAINS, TYP STANDING SEAM METAL ROOF iCE AND WATER SHIELD SiPS ROOF PANEL 81) NAILS Cad 6" O.C. OR EQUIV. EACH 51PE PER 51125 --- MANUFACTURER METAL DRiP EDGE / — K-STYLE METAL GUTTER I POLYMER SEALANT PER SiPS MANUFACTURER I 5/4X12 WD FASCIA, TYP 2x LET -IN PLATE ATTACHED PER MFR DETAIL AND STRUCTURAL — — — —----------- 112" T&G SOFFIT MiN 1/2" AiR SPACE TYP ROOF ASSEMBLY COR-A-VENT 5V-3 1/2" P.T. PLYWOOD VERTICAL FURRING STRIPS 916" O.C. TYP EXTERIOR WALL ASSEMBLY TYP ROOF ASSEMBLY -STANDING SEAM METAL ROOF TO BE SELECTED ACE AND WATER SHIELD OR PER ROOFING MFR (T.D.S.) -SIPS ROOF PANELS REFER TO MFR (SIPS TO MEET SRC R806.3: PRODUCT F iCC ES APPROVAL VERIFYING iTS STRUCTURAL AND INSULATION PROPERTIES -7/16" 0513 -91/4 GPS FOAM CORE (R-45.3) -7/16" 0513 -FOAM AND TAPE ALL INTERIOR SEAMS FOR AiR SEALING -CONTINUOUS VAPOR VARIABLE AiR BARRIER -DROP CEILING (VARIOUS LOCATIONS PER SECTION), FRAMING PER STRUCTUR -5/8" GWB METAL EDGE FLASHING, TYP K STYLE METAL GUTTER 5/4X12 WD FASCIA, TYP BEAM BEYOND 3IFS NOTES: I. THE DETAIL 15 TO BE USED WiTH iN5UL5PAN CONSTRUCTION )RAWiNGS AND INSTALLATION GUIDE. REFER TO iNSULSPAN �ONSTRUCTiON DRAWINGS FOR FINAL NAiL AND SCREW SCHEDULES. 2. ALL DUiLPING COMPONENTS USED iN CONJUNCTION WiTH THiS )ETAiL SHALL BE iN COMPLIANCE WiTH LOCAL CODE REQUIREMENTS. 3. SPECIAL CARE TO BE TAKEN TO CONFIRM THAT ROOF COVERING 5Y5TEM5 ARE MAINTAINED TO PREVENT MOISTURE DAMAGE TO THE 5iP SYSTEM. TYP NEW EXTERIOR 2X6 WALL ASSEMBLY -SiDiNG PER ELEVATION -1/2" VENTED AIRSPACE W/ 1/2" P.T. PLYWOOD VERTICAL FURRING STRIPS Cad 16" O.C. -1" RiGiD INSULATION (R-4) -50LiTEX MENTO BUILDING WRAP -CDX PLYWOOD SHEATHING PER STRUCTURAL -2X6 FRAMING PER STRUCTURAL U.N.O. -MiN R-21 BLOWN iN INSULATION -CONTINUOUS VAPOR VARiADLE AiR BARRIER -1/2" GWB TYP EXIST. MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -EXISTING SHEATHING OR PER STRUCTURAL -EXISTING FRAMING AND PER STRUCTURAL -5/8" GWB R-21 GATT INSULATION 9 RiM, TYP TYP LOWER FLR FURRED - SiDiNG PER ELEVATION (WHERE OCCURS) -1/2" VENTED AiR SPACE W/ 1/2" P.T. PLYWOOD VERTICAL FURRING STRIPS Cad 16" O.C. WHERE SiDiNG OCCURS) -1" RiGiD INSULATION (ALT:1" FURRING TO ALIGN W/ ADJACENT SiDiNG) -CDX PLYWOOD SHEATHING PER STRUCTURAL (WHERE SiDiNG OCCURS) -EXISTING CONCRETE FNDN WALL OR PER STRUCTURAL -DELTA MS DRAiNDOARD OR APPROVED EQUAL -1" RiGiD OR CLOSED CELL SPRAY FOAM INSULATION -2X4 FRAMED WALL W/ PT SiLL PLATE -R-21 RiGiD INSULATION -CONTINUOUS VAPOR VARiADLE AiR BARRIER -1/2" GWB CONCRETE FOOTING PER STRUCTURAL SURROUND 4" PERFORATED PVC Pi12E DRAIN DY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRIC (MiRAF114DN, 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. INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK PER CiTY OF EDMONDS. TiE TO EXISTING FOOTING DRAIN CONTRACTOR TO VERIFY EXISTING DRAIN LOCATION AND CONDITION TYP EXISTING CONCRETE SLAB W/ FiNiSH FLOOR OVER, TYP KACrAI Cr)/--C CI AC-LJTKIr` r\/O J I Iwl, I VNl1L 1-1/2 LEAST 4" AND LE55 THAN 6-1/4" PERIMETER DIMENSIONS WD HANDRAIL W/ 0.01" RADIUS EDGE �— — HANDRAIL ABLE TO 2" 1 WITHSTAND 20OLB5 I WD HANDRAIL SCREW TO 3/16" CONTINUOUS METAL RAiL I I I I MTL BRACKET PER FiNiSH I SELECTION LIST — — DLOCKiNG TYP HANDRAIL DETAIL 1/2" GWB TYP ROOF ASSEMBLY TYP EAVE ASSEMBLY PER DETAIL 1/A4.0 METAL EDGE FLASHING, TYP 5/4X12 WD FASCIA; PAINTED, TYP TYP NEW EXTERIOR 2X6 WALL ASSEMBLY PER DETAIL 1/A4.0 TYP EXIST. MAiN FLOOR ASSEMBLY PER DETAIL 1/A4.0 PEEL N STICK FLASHING AT CONNECTION OF SLAB TO HOUSE, TYP EXISTING CONCRETE PATiO ON GRADE OR PER STRUCTURAL R-21 GATT INSULATION @ RiM, TYP TYP EXIST. BELOW GRADE WALL ASSEMBLY EXISTING CONCRETE FNDN WALL OR PER STRUCTURAL DELTA M.S. DRAiNBOARD OR APPROVED EQUAL 1" RiGiD OR CLOSED CELL SPRAY FOAM INSULATION 2X4 FRAMED WALL W/ PT SiLL PLATE R-21 RiGiD INSULATION 1/2" GWB PVA PRIMER EXISTING CONCRETE SLAD W/ FiNiSH FLOOR OVER, TYP EXISTING FOOTING DRAIN, VERIFY PERIMETER FOOTING DRAIN U Q0 zC, O Uj 00 U) Co L. j Q U) L.L � 0 Z N O Z N 73 J L1J 9716 REGISTERED ARCHITECT 5ST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E + D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.2065423734 www.h2darchitects.com DATE: 07/20/2021 DATE: 12/20/2021 PERMIT SET WALL SECTIONS RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL SECTION SGALE:1/2" = 1'-0" WALL SECTION SGALE:1/2" = P-0" WALL SECTION SCALE:1/2" = 1'-0" 1:12 SLOPE CRICKET ROOF PER STRUCTURAL 1 12 6-2" Ill FURR DOWN STRUCTURAL BEAM TO CAPTURE FULL DEPTH OF INTERSECTING BEAM, WRAP PER DETAIL BEAM PER STRUCTURAL BEAM BEYOND PER STRUCTURAL 5 0 / SLOPE WALL SECTION SCALE:1/2" = P-0" TYP ROOF ASSEMBLY TYP SAVE ASSEMBLY PER DETAIL 1/A4.0 METAL EDGE FLASHING, TYP 5/4X12 WD FASCIA; PAINTED, TYP TYP NEW EXTERIOR 2X6 WALL ASSEMBLY PER DETAIL 1/A4.0 TYP NEW MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-38 GATT INSULATION OVER UNCONDITIONED SPACES R-21 GATT INSULATION Cad RiM, TYP INSTALL DOOR PAN FLASHING TYP INSTALL FLASHING TYP PORCH AND ENTRY PER LANDSCAPE ARCH. DRAiNBOARD OVER TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING 9 ALL NEW & EXPOSED EX BELOW GRADE FOUNDATIONS, TYP INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO EXISTING FOOTING DRAIN 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 50SURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. FOUNDATION, FOOTING, AND PiN PILES PER STRUCTURAL 10MiL POLYETHELENE VAPOR BARRIER AT CRAWL5PACE TYP, LAP EDGES 12" MiN, RUN UP WALLS 12" MiN. Lu U Z 0 0 L LJ rn � O Q U) m L.0 Q U) ry Z Cl) O Z 0 J LLI H 9716 REGISTERED ARCHITECT GST DIMICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 07/20/2021 DATE: 12/20/2021 PERMIT SET WALL SECTIONS RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,1 iNTERiOR EXTERIOR FOLD UP HENRY 13LUESKiN R-10 FOAM @ TYP EXTERIOR WEATHER RESISTIVE BARRIER R-10 FOAM @ HEADER TYP TYP EXTERIOR HEADER TYP WALL ASSEMBLY WEATHER RESISTIVE AND TEMPORARILY SECURE WALL ASSEMBLY HEADER PER STRUCTURAL 1/2" GWB SELF-ADHESIVE WATERPROOF MEMBRANE BARRIER OR EXIST SELF-ADHESIVE WATERPROOF WD TRiM INSTALL PER DETAIL 8/A4.2 MEMBRANE INSTALL PER 7/A4.2 PER TYP MTL FLASHING OVER WD TRiM EXTERIOR SHEATHING DETAIL 1/2" GWB 15/A4.2 EXTERIOR SHEATHING MTL FLASHING OVER WD TRiM 4 FOLD UP BLUESKiN WEATHER- WD TRiM PER HEADER PER PREPRiMED CEDAR TRiM TAPE WEATHER RESISTIVE SiLL PLATE RE515TiVE BARRIER & TYP DETAIL STRUCTURAL PER TYP DETAIL 14/A4.2 BARRIER TEMPORARILY SECURE 13/A4.2 //7 PRE -HUNG DOOR PER SCHEDULE HENRY BLUESKiN WP25 WD TRiM PER TYP DETAIL DOOR JAMB WINDOW LINER 12/A4.2 WEATHER- WiNDOW PER WINDOW STRIPPING SCHEDULE TYP TYP WINDOW HEAD TYP EXTERIOR DOOR HEAD 1 1" =1-p4 TYP EXTERIOR 3 O 3 WEATHER -RESISTIVE HENRY BLUESKiN BARRIER WP25 4" OR 6"; NO CUTS NECESSARY 9 CORNER SiLL PLATE DO NOT FLASH O OVER BOTTOM 0 WALL ASSEMBLY TYP EXTERIOR WALL ASSEMBLY NAILING FLANGE HENRY BLUESKiN WP25 WD TRiM PER TYP DETAIL @ CORNER 12/A4.2 SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER DETAIL 8/A4.2 WINDOW FLASHING ® O WD TRiM PER TYP DETAIL 14/A4.2 1. CUT THE 13LUESKiN FLUSH WiTH THE ROUGH 15. REPEAT STE12511-14 TO SEAL ALL EDGES OF THE OPENING RO: SiLL, JAMBS, AND HEAD HENRY BLUESKiN WEATHERSTRIPPING TYP 2. CUT THE BLUESKiN AT 45 DEGREE ANGLE TO A 16. INSTALL THE WINDOW ACCORDING TO THE HENRY 2 POINT 9 UP AND 9" OUT FROM THE UPPER CORNERS MANUFACTURER'S SPECIFICATIONS. UNLESS BLUESKiN WP25 SELF-ADHESIVE WATERPROOF OF THE ROUGH OPENING SPECIFIED, SEALANT 15 NOT REQUIRED BEHIND THE MEMBRANE INSTALL PER 7/4.2 PRE -HUNG DOOR 3. FOLD UP BLUESKiN FLAP AT HEAD AND NAiL FLANGE Tii PER SCHEDULE TEMPORARILY SECURE WiTH TAPE WD TRiM PER TYP DETAIL DOOR JAMB 17. USE BLUESKiN WP25 4" OR WIDER TO COUNTER- SEAL TOP OF JOISTS 13/A4.2 WD TRiM PER TYP DETAIL 15/A4.2 4. CUT BLUESKiN WP25 (4") TO FiT THE DEPTH OF FLASH THE FLANGE iN WEATHER -LAP FASiON UNDER DECKING 1/2" GWB THE SiLL ADDING 3" OVERHANG TO THE EXTERIOR 18. BOTTOM FLANGE REMAINS UNTAPED JAMB 1/2" GWB 5. FOLD BLUESKiN WP25 ALONG THE SPLIT BACKING FLASHING EXTENDS 2" PAST LOWER EDGE OF FLANGE TYP WINDOW JAMB TYP EXTERIOR DOOR JAMB PAPER 19. HEAD FLASHING EXTENDS 1" PAST THE OUTER 6. SLIDE INTO CORNER EDGES OF THE JAMB FLASHING 7. PEEL OFF ONE BACKING STRIP AFTER ANOTHER 5 1" =1'-0" AND PRESS ON FIRMLY 20. DRAPE THE BLUESKiN FLAP OVER THE HEAD 8. STARTING AT THE CORNER, SPREAD THE LOOSE FLASHING SiLL PER TYP DETAIL END OF THE 13LUESKiN WP25 GRADUALLY ONTO THE 21. SEAL THE 45 DEGREE CUTS WiTH BLUESKiN WALL FACE 9. USE BOTH THUMBS FOR A UNIFORM APPLICATION FiNiSH FLOOR AND PRESS ON FIRMLY SU13FLOOR ALUMINUM THRESHOLD 10. REPEAT STEPS 8 AND 9 TO SEAL ALL CORNERS TiE-iN WiTH WEATHER RESISTIVE BARRIER INSTRUCTIONS 2x_ WD SiLL W/ SLOPE METAL PAN FLASHING 11. CUT BLUESKiN WP25 6" OR WIDER TO LENGTH 1. INTEGRATE INSTALLATION OF HENRY BLUESKiN WEATHER -RESISTIVE & DRiP BARRIER WiTH HENRY 13LUESKiN WP25 TO FORM WATER SHEDDING LAPS METAL FLASHING TYP (INSIDE TO INSIDE OF THE RO) 2. SCORE AND FOLD WEATHER -RESISTIVE BARRIER ABOVE HEADER TO SELF-ADHESIVE WATERPROOF 12. FOLD BLUESKiN WP25 ALONG THE SPLIT ALLOW FOR HENTRY BLUESKiN WP25 INSTALLATION NOTES: MEMBRANE, INSTALL PER 7/A4.2 BACKING PAPER 3. INSTALL HENRY BLUESKiN WP25 HEAD FLASHING UNDER WEATHER- 1. ViSiT RESiDENT1AL.HENRY.COM FOR THE MOST CURRENT 13. RELEASE FIRST BACKING PAPER AND SEAL TO RESISTIVE BARRIER DETAILS, INSTALLATION VIDEOS AND PRODUCT DATA SHEETS TYP EXTERIOR d RO WALL A55EM13LY 14. PEEL OFF SECOND BACKING PAPER AND SEAL 4. FOLD WEATHER -RESISTIVE BARRIER BACK OVER HEAD FLASHING AND 2. INSTALL HENRY 13LUESKiN WP25 IN ORDER AS SHOWN BY SEAL WiTH HENRY BLUESKiN TAPE NUMBERS iNTERiOR EXTERIOR TYP DECK ASSEMBLY OR SiM ONTO THE WALL FACE/FACADE AND PRESS ON FIRMLY TYP WINDOW SILL TYP 6 DOOR �THRESHOLD HENRY BLUESKIN WP25 FLASHING DTL 8 HENRY BLUESKIN WP25 FLASHING DTL @ EXTERIOR 7 3 N.T.S. OR APPROVAL EQUAL N.T.S. OR APPROVAL EQUAL TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION 9 ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP R-10 FOAM @ HEADER TYP EXTERIOR WALL 1/2" GWB, TYP TYP ASSEMBLY 5/4x3 WD TRiM, MITERED 5/40 WD TRiM, 1/2"X3 WD TRiM, WD TRIM PER TYP HEADER PER SELF-ADHESIVE CORNER 1/2"x3 WD TRiM, - MITERED CORNERS MITERED CORNERS DETAIL 15/A4.2 DOOR PER SCHEDULE STRUCTURAL WATERPROOF MITERED CORNER TILE OVER MEMBRANE INSTALL PER WINDOW PER WINDOW TYP DOOR JAMB 7/A4.2 SCHEDULE LiNE OF DOOR LiNE OF DOOR WD TRiM PER TYP WATERPROOFED MTL FLASHING OVER JAMB, TYP JAMB, TYP DOOR FRAME BACKER BRD. WINDOW PER WINDOW WD TRIM 2x_ WOOD SILL, WITH DETAIL 15/A4.2 SCHEDULE DOOR PER DOOR DOOR PER SCHEDULE 1/2" GWB SLOPE AND DRiP, SET 1/2" DOOR PER DOOR _ SCHEDULE WRAP TiLE @ WD TRiM PER TYP PROUD OF FACE OF JAMB SCHEDULE WiNDOW HEAD DETAIL 12/A4.2 TRiM TYP 5/4x_ WOOD SiLL, WINDOW PER WINDOW SEALANT PAINTED, 1/2" REVEAL SCHEDULE YEXT. WNDW TRIM TYP I NT. WNDW TRIM TYP EXT. DOOR TRI M TYP I NT. DOOR TRI M TYP INT DOOR HEAD TYP INT DOOR JAMB (*T TYP WNDW HEAD SHOWER CL TYP ASSEMBLY: TYP EXTERIOR WALL A55EM13LY DOOR, WHERE OCCURS -TILE TEMPERED GLASS FiNiSH WOOD FLOORING CEILING -THIN SET TiLE SHOWER PANEL -CEMENT BACK BOARD LOW PROFILE ALUMINUM OR SCHLUTWD TRIM PER TYP DETAIL 12/A4.2 -WATERPROOF MEMBRANE BUILT-UP CURB 31/2" S.S. U-CHANNEL TRANSITION STRIP,CHIENE -FRAMED WALL FLOOR TiLE OVER TYP WALL ASSEMBLY ALUMINUM STRIP, SUBSTRATE AND BED OF SEALANT 1/2"x4 WOOD BASE, ALUMINUM RECESSED SHELF SUBFLOOR � SHowE>z SELF-ADHESIVE WATERPROOF PAINTED TiLE FLOORING SLOPE SILL TO DRAT m MEMBRANE INSTALL PER 7/A4.2 SUBFLOOR 1x_ WD TRiM @ SiLL MATERIAL PER TYP FLOOR �� TILE OVER MUD SET BEAM WRAP, FiNiSH SCHEDULE 4 ASSEMBLY PAN, SLOPE TO DRAIN, FiNiSH FLOORING PAINT GRADE TYP SEALANT BLOCKING FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP WRAP TiLE C@ WINDOW JAMB 1TILE 3ACKEERWATERPR00FED TYP WD BASE DTL 19 TYP WD TO TILE TRANSITION 20 TYP BEAM WRAP DETAIL TYP RECESSED SHELF DTL TYP U-CHANNEL DTL CURB BACKER BOARD TYP WNDW JAMB @ SHOWER 10 1=1-0" 2X4 CEDAR RAFTERS @ 9"+/- O.C., NOTCHED INTO 2X, FRAMED WALL PAINTED TiLE OVER WATERPROOFED BACKER 2X8 CEDAR BEAMS, TEMPERED CLEAR TILE, THiNSET OVER FULLY BOARD GLASS SHOWER WATERPROOFED BACKER PAINTED WRAP TiLE @ SiLL, SLOPE TO DRAIN PANEL SLOPE 4X6 CEDAR TOP MEMBER SEALANT BED OF SEALAN SHWR LOW PROFILE ALUMINUM BOARD �-- 3/8" DiA X 8" LAG BOLTS AND OP 2x_ WD SiLL W/ SLOPE & TILE OR S.S. U-CHANNEL WASHERS; COUNTERSUNK FLUSH L� DRiP GWB P.T. BENCH FRAME STRUT FROM 4X4 (RiP EDGES SELF-ADHESIVE WATERPROOF WATERPROOFING FOR 3" NET WIDTH) MEMBRANE INSTALL PER 7/A4.2 OVER CEMENT MUD SET 1/2" PIA LAG BOLT, COUNTER TYP EXTERIOR WALL ASSEMBLY BACKER BOARD TiLE SHOWER PAi�-r SUNK FLUSH 3/8"FRAMED WALL NOTE: CONTRACTOR TO FULLY WATERPROOF ALL AREAS OF AND DiA X WASHERS LAG BOLTS - SHOWER INCLUDING BUT NOT LiMiTED TO NICHE, WALLS, AND *FULLY WATERPROOF SHOWER WALLS TYP SHOWER PAN, AND CURB 4X4 CEDAR VERTICAL MEMBER TYP WNDW SILL @SHOWER TYP U-CHANNEL WALL TYP BENCH DTL -SECTION TYP. TRELLIS DETAIL INSTALLED Z WINDOW Z w w m m z z U Co Z O UJ Co ~ Q vJ m W Q U) L.L < 0 Z a', O Z 00 2i 0 J w LL 9716 REGISTERED ARCHITECT 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: 07/20/2021 DATE: 12/20/2021 PERMIT SET TYP. DETAILS RESUB Dec 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,2 STRUCTURAL NOTES O C (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 20 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.298 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.510 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.865 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.510 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR (IL) 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD BEARING WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.133 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. BASE SHEAR (V), V = CSW = D RI W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 110 MPH EXPOSURE C KZT 1.0 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 CHAPTER 1704.4 OF THE IBC. CONCRETE CONSTRUCTION - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH IBC SECTION 1705.3 AND TABLE 1705.3. 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. FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS EXCAVATION & FILL X GEOTECH ENGINEER FOUNDATION BEARING CAPACITY VERIFICATION X PILE INSTALLATION X GEOTECH ENGINEER CONCRETE REINFORCING PLACEMENT X ANCHOR BOLTS X HOLDOWN PLACEMENT X CONCRETE TEST SPECIMENS X CONCRETE PLACEMENT X ADHESIVE ANCHORS X IF REQ'D EXPANSION ANCHORS X IF REQ'D EMBEDDED PLATES X WOOD FRAME SHEARWALL & DIAPHRAGM NAILING X SPACING <_ 4" OC 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. FOUNDATIONS: PIN PILES SOILS REPORT: REPORT NO: PREPARED BY: DATED: ALLOWABLE PILE CAPACITY: JN 20437 GEOTECH CONSULTANTS, INC 2/11/21 4"0 PIPE PILE: 10 TONS 2" 0 PIPE PILE: 2 TONS (ASSUMED) PASSIVE EARTH PRESSURE: 250 PCF LATERAL EARTH PRESSURE: UNRESTRAINED: 35 PCF + ANY APPLICABLE SURCHARGE RESTRAINED: 35 PCF + 10 PSF * WALL HEIGHT 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. 2" 0 PIPE PILING INSTALLATION 2" XS PIPE SHALL CONFORM TO ASTM A53 GRADE A OR B, FY = 30 KSI (MIN) PILES SHALL BE DRIVEN THROUGH LOOSE MATERIAL & BEAR IN COMPETENT DENSE SOIL AS DETERMINED BY THE GEOTECHNICAL SPECIAL INSPECTOR. PILES SHALL HAVE A MINIMUM OVERALL EMBEDMENT OF 10 FEET OR AS DETERMINED ADEQUATE BY THE GEOTECHNICAL SPECIAL INSPECTOR. PILES SHALL NOT EXCEED A MAXIMUM EMBEDMENT DEPTH OF 30 FEET. PIPE PILING SHALL BE DRIVEN INTO THE SUBGRADE TO A POINT OF REFUSAL BY MEANS OF A PNEUMATIC HAMMER OR OTHER SIMILAR HYDRAULIC HAMMER SYSTEM. THE PNEUMATIC HAMMER SHOULD WEIGH AT LEAST 140 POUNDS. REFUSAL SHALL BE DEFINED AS 1" OR LESS OF PENETRATION DURING 1 MINUTE OF SUSTAINED DRIVING. PIPE SECTIONS SHALL BE CONNECTED WITH INTERNAL SLIP COUPLINGS. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY ALL UTILITIES WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE DRAWINGS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE TO UNDERGROUND UTILITIES RESULTING FROM THEIR OPERATION. 4" 0 PIPE PILING INSTALLATION 4" STD PIPE SHALL CONFORM TO ASTM A53 GRADE A OR B, FY = 30 KSI (MIN) ALL PIPE PILES SHALL BE HOT DIP GALVANIZED. REFERENCE PLAN FOR ANY BATTER PILES REQUIRED. PIPE PILING SHALL BE DRIVEN INTO THE SUBGRADE TO A POINT OF REFUSAL BY MEANS OF A TRACTOR MOUNTED TB425 BREAKER HAMMER W/ AN ENERGY RATING OF 1100 FT -LB, WITH REFUSAL BEING DEFINED AS 6 INCH OR LESS OF PENETRATION DURING 1 MINUTE OF SUSTAINED DRIVING. PIPE SECTIONS SHALL BE BUTTED TOGETHER AND WELDED. PROPERLY PREPARE ENDS OF WELDED JOINTS TO AVOID FRACTURE OF JOINT. WELDED COUPLERS SHALL BE USED. WHERE NOT INDICATED, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS "STRUCTURAL WELDING CODE". WELDING SHALL CONFORM TO AWS D1.1 LATEST EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED IN ACCORDANCE WITH AWS AND WABO. SLEAVED COUPLERS IF DESIRED SHOULD BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 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 fc 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 0.45 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. 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 SP-66 AND ACI 318R, 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 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. r Additional Special Inspections may be required r for the installation of steel beam(s). Please speak r with Building Inspector as to the requirements for the installation and construction of the Steal r Beams 2& 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 f c = 4000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 19 15 8 24 19 12 #4 25 19 10 33 25 15 #5 31 24 12 41 31 19 #6 37 29 15 49 37 23 #7 54 42 17 71 54 27 #8 62 48 19 81 1 62 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. CONCRETE WALL REINFORCING PROVIDE THE FOLLOWING MINIMUM REINFORCING UNLESS NOTED OR DETAILED OTHERWISE (GRADE 60): THICKNESS REINFORCING PLACEMENT 6" WALLS #4 @ 13" OC EA WAY CENTERED 8" WALLS #5 @ 15" OC EA WAY CENTERED 10" WALLS #4 @ 16" OC EA WAY, EA FACE CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" 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 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. J V V V V V V V V V V V V V V V V V V V V V V V V V V - 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 B, 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, LINO 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. 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) 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 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 11.1.3. 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 G185 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 2303.1.4. 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 I 2.0E 1 2,900 290 1 - 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. 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 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 26121 J � Q w z Z O O m Ln =) w N � H H U 2 2 LLJ w w Q a- a LIJ - Q O N n O O r-I Y Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20320.10 DATE: 07/01 /21 J W o N 0 W M F- WOf Cp 0 N 0 Z W 00 01 Z W Q Q o 0 N m D � a ^ v' F- �Z U 0 Z J N 0 I-- L.L. 00 W (/) L SHEET: RESIN Dec 22 20 CITY OF EDMONI S1 D LOPMENT SER DEPARTMENT ■ STRUCTURAL NOTES O C (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. PATIVITAIN 1eMla»eyl1:111113il►[41il►[y:»1a 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. gm110I919_00UIatolol 11kaI:L1► I1010 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. EAm01 NOa001: AT61 A 101e111U010 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. 5. ALLOWABLE STUD AND PLATE PENETRATIONS 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, CIVIL, ELECTRICAL, AND MECHANICAL 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, CIVIL, ELECTRICAL AND MECHANICAL 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 EXTENT OF FRAMING NATIVE SOIL GRANULAR FILL � � m I m I m I m � � — — — — — COLUMNS COLUMN BEARING ON BEAM BEAM CONTINUOUS OVER SUPPORT CONCRETE WALL BEARING STUD WALL STRUCTURAL STEEL RATED SHEATHING SHEAR WALL (SEE SCHEDULE) P SWX O e COLUMN MARK (SEE SCHEDULE) FOOTING MARK (SEE SCHEDULE) NON -BEARING STUD WALL HOLDOWN MARK (SEE SCHEDULE) BEARING STUD SHEAR WALL NON -BEARING STUD SHEAR WALL CMU WALL HANGER MARK (SEE SCHEDULE) FLAG NOTE (SEE PLAN NOTES) STEEL MOMENT FRAME CONN. O P, �V ABBREVIATIONS (A) ABOVE GLB GLUE -LAMINATED BEAM AB ANCHOR BOLT ALTERNATE HORIZ HORIZONTAL KING POST ALT KIP ARCH ARCHITECT KSI KIPS PER SQUARE INCH ANGLE (B) BELOW L BD BAR DIAMETER MECH MECHANICAL BLKG BLOCKING MF MOMENT FRAME BM BEAM MTL METAL NEAR SIDE BOT BOTTOM NS BRNG BEARING OC ON CENTER OPPOSITE BTWN BETWEEN OPP CJP COMPLETE JOINT PENETRATION PL PLATE PLACES CLR CLEAR PLCS CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PSF POUNDS PER SQUARE FOOT CONIC CONCRETE P/T POST TENSIONED CONN CONNECTION PT PRESSURE TREATED CONT CONTINUOUS COORDINATE REINF REINFORCING REQ'D REQUIRED COORD DBL DOUBLE SCHED SCHEDULE DIET DETAIL SIM SIMILAR DIA DIAMETER SOG SLAB ON GRADE DIM DIMENSION STD STANDARD DIR DIRECTION EACH STIFF STIFFENER EA STL STEEL 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 GENERAL CONTRACTOR WF WIDE FLANGE ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/26/21 J � Q w H N z 0 O Co Ln F =) w a- L � H H U 2 2 LLJ w w 0 a- a DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20320.10 DATE: 07/01 /21 J W 0 O w w 0 z Ld (Al x z z J O m a SHEET: si 0 W I- O z RESIN Dec 22 20 CITY OF EDMONI OPMENT SER EPARTMENT ■ STEP UP FOOTING TO EXISTING FOOTING ELEVATION 9 I I L------------------------------------------------ GB FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION PLAN NOTES: -------------- 1SIM 1. REFERENCE TO SLAB ELEVATION SHOWN ON PLAN AND VERIFY W/ ARCH DRAWINGS. EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6" BELOW ADJACENT GRADE. 2. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS SPECIFIED IN THE SOILS REPORT. 3. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 4" THICK W/ 6x6-W1.4 x W1.4 WELDED WIRE FABRIC REINF. SLAB SHALL BE POURED OVER A 2" SAND LAYER OVER A 10 MIL VAPOR BARRIER OVER 4" OF 5/8" CRUSHED ROCK. 4. REFER TO PLAN AND CONCRETE GENERAL NOTES ON SHEET S1.1 FOR CONTROL JOINT PLACEMENT AND DETAIL 2/S4.1 FOR CONTROL JOINT CONSTRUCTION. 5. F© INDICATES FOOTING TYPE. REFER TO FOOTING SCHEDULE ON SHEET S3.1 FOR SIZE & REINFORCEMENT. 6. REFER TO SHEET S4.1 FOR FOUNDATION DETAILS. 7. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. 8. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON MAIN FLOOR FRAMING PLAN. REFER TO HOLDOWN SCHEDULE ON SHEET S3.1 FOR HOLDOWN TYPES AND MAIN FLOOR FRAMING PLAN FOR HOLDOWN ANCHOR BOLT LOCATIONS. 9. REFER TO MAIN FLOOR FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET S3.1 FOR LOCATION OF SHEAR WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 11. CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION, WATERPROOFING, AND BACKFILL & DRAINAGE BEHIND RETAINING WALLS PER GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER SHALL OBSERVE EXCAVATED SOIL CONDITIONS DURING CONSTRUCTION (AND GROUNDWATER CONDITIONS) AS REQUIRED, AND PROVIDE ADDITIONAL RECOMMENDATIONS IF NECESSARY BASED ON ACTUAL SITE CONDITIONS. 2& PILE SCHEDULE PILE TYPE DESIGN LOAD PILE SHAFT MIN DEPTH 1-23 4"0 PIPE PILE 20K 4" SCHED. 40 PER GEOTECH 24-57 2"0 PIPE PILE 4K 2" SCHED. 80 PER GEOTECH NOTE: 1. ALL PILE INSTALLATIONS SHALL BE MONITORED BY THE GEOTECHNICAL INSPECTOR. 2. ALL PIPE PILES SHALL BE HOT DIP GALVANIZED. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/26/21 J � Q W N z 0 0 CIDLn =) W L U � � LLJ w w Q a- a Y ry Q II DESIGN: LMS III II DRAWN: ATD III II CHECK: DMT III JOB NO: 20320.10 DATE: 07/01 /21 Z CO L Ld Of (� N Ld 0ol 00 Z Z o F_ Q O O m W ^ Q Q Q Z Z Z Z D J N � W O a LL_ 00 Ld LL SHEET: RESU Dec 22 20 CITY OF EDMONI DEV PMENT SER PARTMENT ■ 4= - llm�lhl ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 26121 J � Q W N z 0 0 CIDLn =) W L U � � W w w Q a- a II DESIGN: LMS III II DRAWN: ATD III II CHECK: DMT III JOB NO: 20320.10 DATE: 07/01 /21 BM2 7 55.2 Z MAIN FLOOR FRAMING PLAN SCALE: 1/4" = V-0" TYPICAL FLOOR FRAMING PLAN NOTES: 2'-0" 0 2'-0" 4'-0" 1. FLOOR SHEATHING AT MAIN FLOOR EXTENSION SHALL BE 3/4" PI 48/24 WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL J V EDGES AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 2/S5.1. 2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 0 L 0 3. REFER TO SHEET S5.1 THRU S5.2 FOR TYPICAL FLOOR FRAMING DETAILS. uj (o 4. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2"0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH Of N BEAMS SHOWN ON THE PLAN. O 5. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS SHALL BE PLACED AT THE BASE OF THE WALLS W 00 SHOWN. V � 0) Z 6. TYPICAL HEADERS AT BEARING LOCATION SHALL BE 48 HF#2 UNO SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. W Q O 7. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. O O 8. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" Li OC. m a v' 9. ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU FACE MOUNT HANGERS W/ MAX NAILING, UNO ON PLAN. ll�— 0 10. ALL BEAM -TO -COLUMN CONNECTIONS SHALL BE SIMPSON CCQ OR ECCQ COLUMN CAPS, UNO ON PLAN. Z Z Z Z N 0 W J N O Q Q li 00 w SHEET: RESIy Dec 22 20 CITY OF EDMONI ]ZSER ENT ■ I YF'IC.AL KUUI- I-KAIVIIINIO PLAIN IN I LJ: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR WINDOW HEADER. 3. ROOF SHEATHING SHALL BE 5/8" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO DETAIL 2/S5.1 FOR SHEATHING LAYOUT AND NAILING. 4. UNLESS NOTED OTHERWISE, HEADERS AT ALL EXTERIOR WALLS SHALL BE 4x8 HF#2 WHERE MAXIMUM SPAN = 5-6". 5. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 6. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. V�:»Ix irml00Ill: Ill: a961106go] :irdaray-Aw:Z•Z•]21:7aLTA I1►rcIQ:Ira11.11 8. REFER TO DETAIL 3/S5.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 9. REFER TO THE STRUCTURAL NOTES SHEET FOR COLUMNS SUPPORTING TYPICAL BEARING WALL HEADER BEAMS. 10. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 11. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED ON UPPER FLOOR LEVEL. 12. "KP" DESIGNATES KING POST BENEATH BEAM. 13. ALL BEAM -TO -COLUMN CONNECTIONS SHALL BE SIMPSON CCQ OR ECCQ COLUMN CAPS, LINO ON PLAN. 4= - 4m�lhl ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/26/21 J � Q W N z 0 0 CoLn =) W L U � � W w w Q a- a Y ry Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20320.10 DATE: 07/01 /21 Z W 0 Q O J L d Cp Of N O (� 0 Z U Z � Q _ O () m /'Q// LL � a cn �` 0 Z ~ Z LL- Z 0 JN N � W 0 a L.L 00 L d ��// LL ! Ll SHEET: RESU Dec 22 20 CITY OF EDMONI WONWIVIENT SER S2 D ARTMENT ■ 1 4= *_ ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 M. Ig ?, j?�• of waste q �� o. F� o45901 1 S`�IONAL� 10/26/21 J � Q W I- N � z z 2 O o m un IZ � u W �� Www C) a W Q O N n O O r-I Y Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20320.10 DATE: 07/01 /21 J W 0 O W CO N O W 00 U � 0) N W 0 W J N m 0 0 � Z Z W Z J N � U N 0 LL 00 W 0 J SHEET: RESIN Dec 22 20 1 CITY OF EDMOND DEV PMENT SER ES EPARTMENT S3 ■ HOEDOWN SCHEDULE MARK TYPE MIN CHORD STUD NAILS OR BOLTS ANCHOR BOLT (SEE CAPACITY (LB) SIZE NOTES 3 & 4) 01 MST37 (2) 2x (11) 16d EA END - 2,355 02 MST48 (2) 2x (17) 16d EA END - 3,640 03 HDU2 (2) 2x (6) SDS 1/4" x 2 1/2" SCREWS 5/8" FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING COMMENTS F2 2'-0" x 2'-0" x 1'-0" DEEP (3) #4 EACH WAY BOTTOM DETAIL 7 & 8/54.1 GB 1'-8" x 1'-0" DEEP x CONTINUOUS (2) #4 CONT TOP & BOT DETAIL 9 & 12/54.1 DETAIL 10/54.1 NOTES: 1. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECHNICAL ENGINEERING REPORT. 2. REINFORCEMENT SHALL BE CONTINUED FROM CONTINUOUS FOOTINGS THRU SPREAD FOOTINGS WHERE APPLICABLE. SHEAR WALL SCHEDULE APA-RATED MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE NAILING TO SILL PLATE ANCHOR FOUNDATION SHEAR TYPE SHEATHING ADJOINING PANEL NAILING BLOCK CONN TO RIM/BLKG BOLT TO SLAB OR SILL PLATE SIZE CAPACITY EDGES (SEE NOTE 5) AT PANEL EDGES TOP PLATE FOUNDATION (pLF) BELOW 15/32" 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB SW6 ONE SIDE AND BLKG @ 6" OC @ 24" OC 6" OC @ 5'-0" OC 2x 242 15/32" 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB SW4 ONE SIDE AND BLKG @ 4" OC @ 20" OC 4" OC @ 4'-0" OC 2x 350 15/32" (2) 2x STUD AND 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC 3" OC @ 3'-0" OC 2x 455 15/32" 3x STUD AND 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC 2.5" OC @ 2'-6" OC 2x 595 15/32" (2) 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB 2SW4 BOTH SIDES AND BLKG @ 4" OC @ 10" OC 2" OC @ 2'-0" OC 2x 706 15/32" (2) 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"� AB 2SW3 BOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ 1'-6" OC 2x 910 15/32" 3x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"� AB 2SW2 BOTH SIDES AND BLKG @ 2" OC @ 6" OC @ 1.5" OC @ 1'-0" OC 2x 1190 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES &RIM/BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 5. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131"� @ 3.5" OC, 2SW4 = 0.131"� @ 2.5" OC, 2SW3 = (2) 0.131"� @ 1.5" OC. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. 7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 8. AT ALL 5/8"� SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. 9. PROVIDE A MINIMUM OF 9" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. JOIST SCHEDULE MARK JOIST SPACING REMARKS FJ1 2x12 HF#2 16" OC SEE NOTE 2 FJ2 11 7/8" TJI 210 16" OC SEE NOTE 3 FJ3 11 7/8" TJI 560 12" OC SEE NOTE 3 NOTES: 1. FOR JOIST HANGERS REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ALL INSTALLATION REQUIREMENTS. 2. TIMBER JOISTS FRAMING INTO WOOD BEAMS SHALL USE JB OR HUTF-SERIES TOP FLANGE HANGERS. TIMBER JOISTS FRAMING INTO STEEL BEAMS USE BA -SERIES HANGERS AT NAILER. 3. PLYWOOD WEB JOISTS FRAMING INTO WOOD BEAMS SHALL USE ITS -SERIES TOP FLANGE HANGERS. PLYWOOD WEB JOISTS FRAMING INTO STEEL BEAMS SHALL USE BA -SERIES TOP FLANGE HANGERS. COLUMN SCHEDULE MARK COLUMN SIZE COLUMN SIZE REMARKS 2x4 WALL 2x6 WALL C1 (2) 2x4 (2) 2x6 SEE NOTE 2 C2 (3) 2x4 (3) 2x6 SEE NOTE 2 C3 (4) 2x4 (4) 2x6 SEE NOTES 2 & 4 C4 4x6 HF#1 4x6 HF#1 - 05 4x8 HF#1 6x6 DF#1 - C6 4x10 HF#1 6x8 DF#1 - C7 - 6x10 DF#1 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR PRE -FABRICATED CONNECTION INSTALLATION REQUIREMENTS. 2. MULTIPLE STUD COLUMNS SHALL USE GRADE OF STUD INDICATED ON WALL FRAMING SCHEDULE. REFER TO DETAIL 3/55.1 FOR FABRICATION OF MULTIPLE STUD COLUMNS. 3. CONTRACTOR TO PROVIDE BLOCKING EQUAL TO COLUMN DIMENSIONS AT JOIST SPACE FOR COLUMNS CONTINUING TO FOUNDATION. 4. 6x6 DF#1 ACCEPTABLE IN LIEU OF (4) 2x6 WHERE CALLED OUT ON PLANS. BEAM SCHEDULE MARK BEAM REMARKS HANGER AS REQ'D BM1 4x10 HF#2 - HU410TF BM2 4x12 HF#2 - HU412TF BM3 6x12 DF#2 - HU612TF BM4 3 1/2" x 11 1/4" 2.0E PARALLAM PSL SEE NOTE 5 HWU3.56/11.25 BM5 5 1/4" x 11 1/4" 2.0E PARALLAM PSL SEE NOTE 5 GLTV5.50/11.25 BM6 5 1/8" x 16 1/2" GLULAM - HGU5.5-SDS BM7 5 1/8" x 18" GLULAM - HGU5.5-SDS BM8 3 1/2" x 11 7/8" 2.0E PARALLAM PSL SEE NOTE 5 HWU3.56/11.75 BM10 5 1/4" x " 1.3E LSL - - WF ALL WF BEAMS ARE CALLED OUT ON PLANS - - 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR HANGER INSTALLATION INFORMATION. 2. REFER TO FRAMING PLANS AND NOTES FOR SUPPORTS AT BEAM ENDS. 3. ALL BEAMS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 4. REFER TO PLAN NOTES FOR BEAMS &HEADERS AT BEARING LOCATIONS THAT ARE NOT CALLED OUT. 5. IF PSL SUPPLIER DOES NOT STOCK EXACT DEPTH OF BEAMS LISTED, CONTRACTOR SHALL COORDINATE WITH SUPPLIER TO RIP BEAMS TO EXACT DIMENSIONS LISTED IN TABLE. 6. SISTERED BEAM SHALL BE CONNECTED USING (2) ROWS OF 16d @ 12" OC STAGGERED U.N.O. "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 a SEE NOTES, DETAILS, OR PLANS FOR (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 - IN ALL AREAS WITH EXPOSED CONIC 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 CONIC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT. REINF SHALL NOT PASS THRU JOINT Q a X X X X = N GREASE THIS HALF OF BAR TYPICAL CONSTRUCTION JOINT 0 lill_ ® a PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE NOTED OR SHOWN "A" TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS TYPICAL CONCRETE STAIR SECTION SCALE: 1" = V-0" SAWCUT JOINT - IN ALL AREAS WITH CONIC SLAB ON GRADE EXPOSED CONC. FLOORS, FILL JOINT WITH SEALANT. IN LIEU OF SAWCUT JOINTS CONTRACTOR MAY USE ZIP SLAB REINF AT CENTER OF STRIP PLACED WITH SLAB SLAB OR AT TOP AND BOT X X X X X X TYPICAL CONTRACTION JOINT TYPICAL SLAB ON GRADE DETAILS SCALE: 1" = V-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 ° 0 00 o° O °0 00o o o ° 00 000 000°00 0 O000 °0 /�/ —III—III III_ 1 LINE OF MAX EXCAVATION. IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN COL PER PLAN SIMPSON PB STANDOFF POST BASE EXIST SLAB ON GRADE w a U Ln 2 0 a o 0- z oQ a I I Lj m y SIZE & REINF PIN PILE PER PER PLAN & SCHED PLAN ISOLATED FOOTING DETAIL SCALE: 1" = V-0" I IN w 0 w z Q w (2) #4 BARS #4 @ 10" OC HORIZ "S" BARS COMPACTED BACK FILL - FINISHED GRADE OR PAVING PER ARCH X X x IF BAR REINF USED, PROVIDE 'Z' BARS W/ LAP SPLICE PER STRUCTURAL NOTES SLAB STEP PER PLAN X X X X NIV V-0" MIN NOTE: WHERE CONCRETE WALL WITH HT > 3'-0" EXISTS, ROD MAY EXTEND 24" MIN INTO WALL W/ NUT & WASHER AS SHOWN COUNTERSINK ADDITIONAL END TYPICAL SLAB STEP SHEAR WALL PER PLAN AND SCHED STUD AS REQ D HOEDOWN PER PLAN AND SCHED THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND RODIft INTO FTG, TYP UNO TOP " OF FTG m U HOLDOWN DETAIL SCALE: 1" = V-0" FINISHED GRADE PER ARCH 0 061 0p_ BACKFILL W/ FREE o° °o DRAINING MATERIAL 00.0 o °0 0 o°b MIN ° 0.0 Ao 1 1/2' CLR ° 0.0 R. 00 0 CONIC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT X X X a1 1 NOTE: RAISE STEM WALL AS REQ'D AT PERIMETER AREAS WHERE NEEDED DUE TO CIVIL GRADES. STUD WALL PER FRAMING PLAN NOTES SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULEz bo� PAVING OR FINISHED `V GRADE PER ARCH DRAWINGS 0 °0 0.000 ° ° 0Qo° O z O OO 0 O° 0 D0 0.0 °O 0o0o o O O °0 000 0° 0 ° 0 00 0�° 0 O O o 0 °o alga EXCAVATION PARALLEL TO FTG SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF �� o x 2 a ire LOWER BOF AS REQ'D _ z � � 9 MIN PIPE TRENCH EXCAVATION PARALLEL 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 v f SCALE: 1/2" = V-0" SILL PLAN D AB DIA AND SPACING PER SHEAR WALL SCHED (2) #4 CONT TOP PROVIDE BLOCK OUT AT DOOR OPENINGS SLAB ON GRADE AND SUBGRADEPER FOUNDATION PLAN #4 @ 12" OC EA WAY CENTERED IN WALL 0 C X X T o °o°O6°o °O©— — III 111- Ns 0 w 2 U V) co z a a FOOTING DRAIN / I I PER DETAIL 5 / I cn u / ALT HOOK AS 8 SHOWN 1/4 x 6 x 0'-6" CAP PL LAP TOP BARS AT MID W/ COMPRESSION SIZE & REINF SLEEVE SPAN &LAP BOTTOM PER PLAN & SCHED BARS AT PIN PILE PIN PILE PER SUPPORTS; PROVIDE STD PLAN HOOK IN TOP BARS @ END OF BEAM TYPICAL STEM WALL DETAIL RETAINING WALL SCHEDULE WALL GEOMETRY WALL REINFORCING MAX'IT" "B" 'It'.'It'.D" 'IS" BARS 'IF" BARS "H" 4'-0" 1'-0" V-6" 8" 10" #4 @ 12" EDGE #4 @ 12" 9'-0" 2'-6" V-6" 8" 12" #5 @ 9" EDGE #4 @ 9" NOTES: 1. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL PER GEOTECHNICAL REPORT. b o° O ��sr FTG DRAIN PER l0 0 DETAIL5/S4.1 0O O0 O"F" BARS 00 , 0 o OO O �OOO 0O o 0 o ! o #4 @ 12" OC J 6 'IS" BARS -� Tt -113" 4 RETAINING WALL SECTION #4 @ 12" OC PIN PILE PER PLAN (LOCATION VARIES) SCALE: 1" = V-0" o a of w O_ N a - - o I I SHEAR WALL PER PLAN AND SCHED COUNTERSINK ADDITIONAL END STUD AS REQ'D �_ HOLDOWN PER PLAN AND SCHED THREADED ROD AS REQ'D PER PLAN AND HOLDOWN SCHEDULE. INSTALL W/ HILTI HIT-HY 200 EPDXY m TOP OF FTG U EXIST FOUNDATION OPTION A: THREADED ROD W/ EPDXY (HDU2, HDU5) 1 HOLDOWN DETAIL (EXIST FOOTING STUD WALL PER FRAMING PLAN NOTES AB PER SHEAR WALL SCHED OR STRUCTURAL NOTES PT SILL PL EXISTING SLAB 1/4 x 6 x 0'-6" CAP PL ON GRADE W/ COMPRESSION r,4 CC SLEEVE U a II II _ z o w II i CC n- U Ln a I� © maz w Q LF I I � #4 @ 12"OC I I I I LAP TOP BARS AT MID SPAN & PIN PILE PER LAP BOTTOM BARS AT PIN PILE PLAN SIZE & REINF SUPPORTS; PROVIDE STD HOOK PER PLAN & SCHED IN TOP BARS @ END OF BEAM CONTINUOUS FOOTING DETAIL SCALE: 1" = V-0" rtm rEHIN N 3�..ntu SECTION ;TING D WALL ;TING JT FTG 0NF, TO NG I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/26/21 J � Q w H N z z O Co Ln w a- N = H F- U 2 2 LLJ w w � � a Ld Q O N n 00 O r-I tENLMS ATD DMT : 20320.10 07/01 /21 J 0 O Li (� N 0 Li 00 (3) U Ld � Q Q O � N m Sao Z Z rn O N :2 Li- W Li SHEET: N RESIN Dec 22 20 1 CITY OF EDMONI DEV PMENT SER PARTMENT ■ SCALE: 1" = V-0" v% SCALE: 3/4" = V-0" SCALE: 1" = V-0" / SCALE: 1" = V-0" O C NEW WALL PER PLAN EXISTING JOISTS PER PLAN EXISTING GRADE / / / / / / / / / / (2) #4 TOP / / / / #4 @ 12" OC EA WAY // LIMIT OF EXCAVATION / 1 / 1 / / / RETAINING WALL PER SCHEDULE / / / / / i / PILE PER PLAN SECTION SCALE: 3/4" = V-0" EXISTING BRICK TO BE REMOVED EXISTING FOOTING TO REMAIN ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 ')C: u I AD CDC 1( FC u} M Q W N � z kRS TO MATCH z a DOTING O m cn A REINF N = a- H F— JRBED EARTH OR U �TED FILL PER W w w URAL NOTES Q a- 0- T = FTG THICKNESS PER PLAN, SCHED, AND DETAILS TYPICAL STEPPED WALL FOOTING SCALE: 1/2" = V-0" 10/26/21 DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20320.10 DATE: 07/01 /21 J W 0 O W w U z 0 (Al x z z 0 m a N 00 SHEET: J Q W 0 RESIN Dec 22 20 CITY OF EDMONI ZSER ENT ■ O C I:IWe10]:11:i»:�»e1►1 CRIPPLE STUDS PER PLAN; DO NOT CUT AWAY MATERIAL FROM CRIPPLE STUDS FULL -HEIGHT HOLDOWN CHORD AB W/ SIMPSON BP PL WASHER, TYP PT SILL PL PER SHEAR WALL SCHED CONCRETE FOOTING OR P/T SLAB STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED -n-------�- - 101 ICI II II II II II II I II II I I.1 I•I •11 II II I �li II II I •1 � I II II • I.1 1 I I I I I I I I I I I I I I I I.1 I 101 1.1 1• I 1• 11 I I II II I •I I II II I.1 I 1 1.1 1 I I I I I I I III II II I •1 II IIII I.1 I I I• I I. I 11.11 II II I I II 1111 II II I.I II 1111 II II I I II II.11 II II I•I II 1111 II II I.I II 1 1 1 1 I.1 I I I• I I.I 11.11 II II I I II 1111 II II I.I II 1111 II II I I II 11.11 II II 1'I II 1111 II II I.I II 1 1 1 1 1.1 1.1 1 1 I.I 11.11 II II I•I Ij I I I I I II II I'I Ij II II I .I I I•I I I I•I II I•� I I I I II I•� � II I I I I 'I A I.I I•I I II I.1 11 1------- --ji J1 II _ z II II II NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" AB SIZE AND SPACING A PER PLAN AND SHEAR WALL SCHEDULE, TYP -----'-----'-----'-----'-----'---- c•) ------n-------n-------n-------rl-----rl7 101 101 101 1.1 1 1' 1 II II II II III II II II II 111 I I I I I I I I I II II II 11 111 II II II 11 III II I 11 II II �1 III FRAMING AT ADJOINING 1 I I PANEL EDGES PER SHEAR I I I 101 WALL SCHED 1 I II jI l 111 II II II 11 11•I II 11 11 II III II II II II I'I I•I I•I I, II II II II II •- ,J L ;-- ;---j•I. -- ;-- ;--i F•---•-- •i 1.1 1.1 II II II II II II II II II II II II II II II I'I I•I I•I II II II II II II II II II II II II II II II I'I I•I I•I II II II II II II II II II II II II II II II I'I I•I I•I II II II II II I II II II 11 11 11 II II II II II (( RIM BOARD �\ OR BLOCKING 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" PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER NUT W/ SIZE TO MATCH HOLDOWN ANCHORAGE 1/2" TO HEATHEDEDGE PLATE WASHER PERSHEAR WALL SCHED NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE 1 SHEATHIf PANEL, T CONTINUOUS PANEL EDGES SUPPORTED PANEL EDGES 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS 2 1/4" END DISTANCE, TYP (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 3" OC \ SPACING PANELEDGE NAILING PER SHEAR I I II WALL SCHED I I II TOP CHORD CONTINUE HOLDOWN CHORD I I SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO FOUNDATION TO INSTALL THE SPECIFIED 0.131"0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE SECTION A -A INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP SCALE: 1 1/2" = 1'-0" W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. CONCRETE STEM WALL � 6'-0" MIN BETWEEN SPLICES CONCRETE FOOTING SPLICES TO OCCUR AT CENTER OF VERTICAL STUDS 0 TOP CHORD SPLICE BOTTOM CHORD SPLICE 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 EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC �- EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC (EACH SIDE OF PARTY WALL) STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP C. PARTY WALL INTERSECTION TYPICAL TOP PLATE SPLICE DETAIL SCALE: 1" = V-0" NOTE: SUPPORTS AT SOLID POSTS S I M BEAM PER AND SCHE SIMPSON LTP4 C A35 FRAMII� ANCHOR EACH SI[ OF BEA SOLID OR MULT STUD COLUMN PER P,_ BEAM WIDTH, MIN UNO PARALLEL TO STUD WALL 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" TYP DOUBLE TOP PLATE SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"0 x 3" NAILS - TYPICAL STUDS BEAM OR HEADER PER PLAN AND NOTES NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOEDOWNS: PROVIDE FULL HT CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE HOLDOWN CHORDS PER HD SCHED. OTHERWISE: (1) 2x FULL HT STRUCTURAL NOTES TYPICAL HEADER DETAIL SCALE: 1" = V-0" JOIST DIRECTION PER PLAN STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" SOLID STUD COLU._.. PERPENDICULAR TO STUD WALL STUD WALL ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/26/21 J � w z z 2 f O Co can w a- cn F- F- U 2 2 i= = W w w a- a Ld N N Q O N n O O r-I Y Q' Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20320.10 DATE: 07/01 /21 0 0 w co N 0 w 0 00 � U z Q � Q O N m Sao ~ z Z0)0 >_ N :2 J N 0 L- 00 W SHEET: 507 0 w Lu J U- RESIN Dec 22 20 CITY OF EDMONI S51DEV PM ENT S E R EPARTMENT ■ O C SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES BREAK SHEATHING AT PLATE UNO 2x CONTINUOUS RIM SILL PLATE NAILING PER SHEAR WALL SCHEDULE BREAK SHEATHING AT PLATE UNO �♦ PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES NOTE: NON -SHEAR WALL 13 NAILING SHALL BE PER IBC TABLE 2304.9 A. TYPICAL FRAMING STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN SHEATHING AND NAILING AND SHEAR WALL SCHEDULE PER PLAN AND SHEAR OR STRUCTURAL NOTES WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN I -JOISTS PER PLAN AND SCHEDULE 2x4 BLOCKING AT SHEAR WALLS ONLY 2x CONTINUOUS RIM BREAK SHEATHING AT RIM AND PROVIDE PANEL NAILING EA SIDE OF JOINT PER SW SCHED PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN I -JOISTS PER PLAN AND SCHEDULE B. ALTERNATIVE SHEAR WALL FRAMING TYPICAL STUD WALL FRAMING DETAIL - EXTERIOR WALL PERPENDICULAR TO JOISTS SCALE: 1" = V-0" CHORD SIZE PER HOLDOWN SCHEDULE SIMPSON STRAP WITH FASTENERS PER HOLDOWN SCHEDULE JOIST DIRECTION PER PLAN FILL JOIST SPACE WITH FULL DEPTH BLOCKING TO MATCH DIMENSIONS OF STUD COLUMN ABOVE ��I�AL STRAP HOEDOWN DETAIL 5 L= 1'-0" SHEATHING AND NAILING PER PLAN AND 2x8 PT SILL PL W/ ANCHOR SHEAR WALL SCHED BOLT SIZE AND SPACING PER SW SCHED OR STRUCTURAL SILL PLATE NAILING PER NOTES SHEAR WALL SCHED 2x PT LEDGER W/ 3/4"0 AB @ 16" OC EMBEDDED 6" SHEATHING PANEL EDGE INTO CONCRETE WALL NAILING PER SW SCHED OR STRUCTURAL NOTES 2x WOOD RIM JOIST NOTE: FOR NOTES AND DETAILS NOT CALLED OUT REFER TO DETAIL 1 (4) 10d NAILS (3) 0.131"0 x 3" NAILS EACH END WOOD JOISTS PER PLAN AND SCHEDULE 2x WOOD BLOCKING @ 4'-0" OC MAX EXTERIOR WALL PARALLEL TO JOISTS TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" FULL -HEIGHT HOLDOWN CHORD PER HOLDOWN SCHED CRIPPLE STUD(S) ER •I I•I I•I •I I.I I.I PLAN, NOTES, OR SCHED I I I I I I I.I I.I I.I II II II I.I I.I I.I EADERPE II II II I.I I.I LANIII III I'I III xill II II II I I•I I.I I.I II II II HOLDOWN STRAPPER I'I III I'I III I'I III I I•I I.I I.I II II II I I•I I.I I.I II II II I I•I I.I I.I I I I I I I I•I PLAN & SCHEDULE. I'I I I.I I.I II II II INSTALL PER DETAIL WFIC 1.1 II II II I.I I.I I.I RIM JOIST .I. II II 1.1 1.1 .1. I.I — I, I .I. .I. I Ir I'I II I•I II 1•I FUR DOWN I•I I I.I HEADER AS REQ'D I'1 I I 11'1 IIII I LUMN PER PLAN 11'1 IIII I 1'I I I•I I.1 11�11 III A SCHED II•I II II 1.1 I I FULL-H GHT HOLDOW Illj I I•I I I•I I I IIII CHORD P HOLDO IIII I I•I I•I I.1 SCHED I I I•I 11 I'1 11 1.1 11 I �•I O 1 1.1 IIII 1 1 1 IIII 1 I I I 1 (2- 2x MIN) 1 IIII I IIII 1.1 j 1•1 II I•I 1 1•I 11 1.1 1 1•I I II I 1 1•I O 2x WOOD BLOCKING SHEATHING AND NAILING PER PLAN SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SILL PLATE NAILING PER SHEAR WALL SCHED WOOD JOISTS PER PLAN / 2x4 BLOCKING OR A35 AND SCHEDULE LAPPED J (PER SW SCHED) BETWEEN BLOCKING AND PROVIDE PANEL EDGE TOP PLATE AT SHEAR NAILING PER SHEAR WALL WALLS ONLY SCHEDULE AT TOP PLATE NOTE: FOR NOTES AND DETAILS NOT CALLED OUT REFER TO DETAIL 1 INTERIOR BEARING ON BOTH SIDES TYPICAL STUD WALL FRAMING DETAIL. SCALE: 1" = V-0" SHEATHING PER PLAN AND SHEAR WALL SCHEDULE, TYP — FLUSH BEAM PER PLAN RIM JOIST PER TYP DETAILS EXTEND BEAM 6" BEYOND STUDS I TYPICAL HOEDOWN OVER OPENING DETAIL SCALE: 1/2 = V-0" SLAB ON GRAD PER S4.1 WOOD STUD WALL PER NOTES AND DETAILS (4) 10d NAILS X X AT 000 06 o0 00 00 00 0 0 7771 (2) #5 CONT JOIST PER PLAN W/ TOP 0 JOIST PER PLAN FLANGE HANGER TO SILL 1 1/2" LSL BLKG @ 48" OC NOTE: REFER TO DETAIL 8 FOR NOTES AND INFORMATION NOT SPECIFICALLY CALLED OUT SECTION SECTION INVERTED HOLDOWN STRAP PER PLAN & SCHEDULE INSTALL PER DETAIL 4 HOLDOWN PER PLAN & SCHED NOTE: FOR ADDITIONAL INFORMATION REFER T DETAIL WF1T SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED SILL PLATE NAILING PER SHEAR WALL SCHED SHEATHING PANEL EDGE NAILING PER SW SCHED OR STRUCTURAL NOTES 10 SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN SILL PLATE NAILING PER SHEAR WALL SCHED 2x WOOD BLOCKING @ 4'-0" OC MAX WOOD JOIST PER PLAN / L WOOD JOISTS PER AND SCHEDULE LAPPED J PLAN AND SCHEDULE PROVIDE PANEL EDGE 2x4 BLOCKING OR A35 (PER NAILING PER SHEAR WALL SHEAR WALL SCHED) SCHEDULE AT TOP PLATE BETWEEN BLOCKING AND TOP PLATE AT SHEAR WALLS ONLY NOTE: FOR NOTES AND DETAILS NOT CALLED OUT REFER TO DETAILS 1 & 2 INTERIOR BEARING ON ONE SIDE ONLY TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" NEW OR EXIST SHEATHING & NAILING PER PLAN & SHEAR WALL SCHEDULE (EXIST SHEATHING TO REMAIN AT NON -SHEAR WALLS) SIMPSON A35 PER SHEAR WALL SCHEDULE NEW OR EXIST JOIST PER PLAN NEW OR EXIST SHEATHING & NAILING PER PLAN & SHEAR WALL SCHEDULE (EXIST SHEATHING TO REMAIN AT NON -SHEAR WALLS) AT SHEAR WALLS LOCATED PER PLAN, VERIFY EXISTING 1/2"0 ANCHOR BOLTS @ 5'-0" OC OR PROVIDE TITEN HD AB'S TO MATCH SIZE AND SPACING SHOWN IN SW TABLE A. JOIST PERPENDICULAR TO WALL _ z 00 - — I (2) #5 CONT SECTION SECTION SCALE: 1" = V-0" 2x8 PT SILL PL W/ ANCHOR BOLT SIZE AND SPACING PER SW SCHED OR STRUCTURAL NOTES 2x PT LEDGER W/ 3/4"0 AB @ 16" OC EMBEDDED 6" INTO CONCRETE WALL EXIST JOIST to] ►0Kai .L]119 B. JOIST PARALLEL TO WALL SLAB ON GRAD PER S4.1 — X X © 1 0 cp0 00 0p0 00 0 00 0o 00 0 0° o o° 0 0° o a EXIST JOIST 1 1/2" LSL BLKG @ 48" OC NOTE: REFER TO DETAIL 10 FOR NOTES AND INFORMATION NOT SPECIFICALLY CALLED OUT SIMPSON A35 PER SHEAR WALL SCHEDULE NEW OR EXIST JOIST PER PLAN AT SHEAR WALLS LOCATED PER PLAN, VERIFY EXISTING 1/2"0 ANCHOR BOLTS @ 5'-0" OC OR PROVIDE TITEN HD AB'S TO MATCH SIZE AND SPACING SHOWN IN SW TABLE to] ► Kai :L1019 WOOD STUD WALL PER NOTES AND DETAILS (4) 10d NAILS SECTION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/26/21 J � Q W H N z z 2 o O m un w N = 1= F- 0 2 2 W w w Ld Qo Q O N n O O r-I Y Q' Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20320.10 DATE: 07/01 /21 W 0 O m Li co N O L�J 0 00 0) U Z Q IN- Q 0 N m Sao ~ Z Z 0)O >_ N J N ID L L- 00 Ld SHEET: RESIN Dec 22 20 CITY OF EDMONI DWOOftMENT SER D RTMENT S51111111 SCALE: 1" = V-0" SCALE: 1" = V-0" SCALE: 1" = V-0" SCALE: 1" = V-0" O C NOTE: ROOF PITCH VARIES - SEE ARCH. ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF DIAPHRAGM BOUNDARY SHEATHING & NAILING SHEATHING & NAILING NAILING PER ROOF PER ROOF FRAMING DECKING PER PER ROOF FRAMING FRAMING PLAN NOTES—,,, PLAN NOTES PLAN & NOTES PLAN NOTES SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE ROOF BEAM PER PLAN (BEYOND) ROOF SUPPORT DETAIL SCALE: 1" = V-0" SHEATHING & NAILING PER PLAN AND SHEAR WALL SCHEDULE FULL HEIGHT STUDS @ ROOF END DECKING PER PLAN ROOF RAFTERS PER PLAN BEAM PER PLAN TYPICAL ROOF END SCALE: 1" = V-0" M F SIMPSON HU SERIES HANGER, TYP 3 SIMPSON H2.5A TIE (2) 1/2"0 BOLTS @ 4 12" OC STAGGERED HEADER PER PLAN 1/4" STIFFENER PL EA SIDE OF BEAM WEB @ EA WINDOW MULLION I HSS2x2x1/4 @ EA WINDOW MULLION, 4 1 1 TYP (4) PLACES (3'-0" MAX SPACING) TYP EA END 9 CONTINUOUS HSS4x4x1/4 L2x NAILER W/ 1/2"0 WHS @ 16" OC I I I I 1 __ ACCORDION DOOR PER ARCH, ATTACHMENT TO PLATE PER MANUFACTURER SECTION ROOF CANOPY SCALE: 1" = V-0" BEAM PER PLAN SHEATHING & NAILING PER PLAN AND SHEAR WALL SCHEDULE FULL HEIGHT STUDS @ ROOF END ROOF EN D SCALE: 1" = V-0" 2x6 CONTINUOUS RIDGE BOARD, TYP 2x NAILER W/ (2) 16d @ 24" OC DECKING PER PLAN & NOTES SIMPSON A35 PER SHEAR WALL SCHEDULE BEAM PER PLAN FLUSH BEAM SIMPSON A35 EACH RAFTER 16d @ 6" OC 2x6 RAFTERS @ 24" OC 2x4 VERTICAL SUPPORT MEMBERS SPACED @ 2'4" OC NOTE: PROVIDE BLOCKING @ ALL EDGES & SUPPORTS STICK FRAMED OVERFRAMING DETAIL SCALE: NTS DECKING PER PLAN NOTE: FOR NOTES & DETAILS NOT SPECIFICALLY CALLED OUT REFER TO DETAILS 1 & 2. BEAM PER PLAN (BEYOND) DECKIIN— ,M N SECTION AT ROOF STEP SCALE: 1" = V-0" 8 SECTION SCALE: 1 1/2" = 1'-0" BEAM PER PLAN M PER PLAN 2x BLOCKING RIPPED TO FIT BEAM PER PLAN SECTION C SCALE: 1" = V-0" Additional Special Inspections may be required for the installation of steel beam(s). Please speak with Building Inspector as to the requirements for the installation and construction of the Steal Beams 3'-0" PER ARCH ROOF STEP 1/2"0 THRU BOLT, TYP L4 x 4 x 1/4 x 0'-4", TYP ZL SECTION 9 SCALE: 1 1/2" = V-0" BEAM PER PLAN SHEATHING & NAILING PER ROOF FRAMING PLAN NOTES DECKING PER PLAN & NOTES EV ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/26/21 J � Q W I— N I— z z 2 o o m � - =) W a- Ln = F- F- U � � W w w a- a r-i r-i Ld C-4 Q O N n O O r-I Y Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20320.10 DATE: 07/01 /21 N Q LLI 0 �-- O W M 0 LLI CO N O 0 LLI 0 00 0 z LLI � Q Q O (n M Ey- 0 z ~ z LL. z J N :2� 0 w N 0 L— DO Lj � J U- SHEET: RESIN Dec 22 20 CITY OF EDMONI DEV PMENT SER S6 1PARTMENT ■