Loading...
FULL PLANS.40820. approvedGENERAL NOTES PROJECT INFORMATION SCALE: 1" =10' SiTE PLAN NOTES: 1. SEE CiViL PLANS FOR SiTE AND UTILITY CONSTRUCTION. 2. EXISTING FAILING, DAMAGED, OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL 5E REMOVED AND REPLACED AS DETERMINED BY THE CiTY ENGINEERING INSPECTOR. 3. UTILITY PATCHES SHALL BE COMBINED AND FULL WiDTH OR HALF WiDTH OVERLAY WiLL BE REQUIRED DEPENDING ON THE EXTENT OF THE DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WiTHiN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY 15 REQUIRED. DEMO CURB CUT. REBUILD CURB, GUTTER, SIDEWALK A5 NECESSARY PER A4.4 OCA An\ /C I'M /COI IC A rI On1A/CO TA Ir'r A I I n AS BUILT - MAIN FLOOR N HEIGHT CALCULATION REFER TO SURVEY FOR DATUM ELEVATION A = +42.3' B = +42.2' C = +43.2' D = +42.9' AVERAGE GRADE = (A+B+C+D) / 4 = 42.7' MAXIMUM HEIGHT = +67.7' PROPOSED HEIGHT = +67.3' (REFER TO SHEETS A2.0 & A2.1) VICINITY MAP (NTS PUGET SOUND SITE Z Lu � Q Jw _ �w z z w S�- C1ViC aF<< CENTER ST 4� w r THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED 5Y THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2020 BY H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE (iRC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. -iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE 5Y THE CONTRACTOR SHALL 5E SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT 5E RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED 5Y THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED IN CONNECTION WiTH THE WORK SHALL 5E REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE 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 BE THE RESPONSIDILiTY OF THE CONTRACTOR. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 PSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL SOiL OR COMPACTED SOiL OF 2,000 PSF SEARING CAPACITY AT LEAST 1'-6" 13ELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL 5E FREE OF LOOSE SOILS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RE5PON51BiLiTY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. ATTIC REQUIREMENTS: -APPLY ROOFING iN ACCORDANCE WiTH iRC CHAPTER 9. PROVIDE ATTiC VENTILATION AS INDICATED ON DRAWINGS AND AS OUTLINED iN iRC SEC R806. -THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY SE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED 5Y VENTILATION LOCATED iN THE UPPER PORTION OF THE SPACE TO 5E VENTILATED AT LEAST 3 FEET A50VE EAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCE55: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOBSTRUCTED, READILY ACCES5I13LE OPENING. IRC SEC R807. ACCE55 DOOR5 SHALL BE WEATHER5TRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. -iN ROOMS NOT PROVIDED WiTH AN OPERABLE WINDOW OF 1.5 5Q. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL BE PROVIDED. -VENT DRYER, BATH FANS, AND RANGES/OVENS TO THE OUTSIDE. 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING 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 5E iN COMPLIANCE WiTH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS GLASS iN DOORS, GLAZING WiTHiN 24" ON EITHER SiDE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOOR5 AND TUB ENCLOSURES SHALL BE WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLA55 OR SHATTER RESISTANT PLASTIC. -SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL 5E APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" iN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRESS 1N EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 SQ. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL 5E 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE 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 BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -BUILDING AiR LEAKAGE TESTING, PER SEC 502.4.5,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMABLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 503.8.1. -A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. -DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 75% OF PERMANENTLY iNSTALLED LAMPS iN LIGHTING FIXTURES SHALL BE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FO, AT A MiNiMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACKS PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 6-8% MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 Ri5ER5 PER iRC 311.7.5. MINIMUM 34" AND MAXIMUM 36" ABOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30" A50VE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO BE 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/2" AWAY FROM WALL. -GUARDRAIL: SHALL 5E MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE 5ELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE PER iRC 312.1. -INSTALL FiRE BLOCKING AT MiD-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF U5A5LE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'T5 FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET 01. -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiNSULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL BE FILLED WiTH R-15 INSULATION AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO SE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO SE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL UNLE55 NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-49 BLOWN-iN AT FLAT CEILINGS AND R-38 H.D. GATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE. -VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 INTERRUPTED 13Y 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 UNLE55 NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 5ATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -SLAB-ON-GRADE: PROVIDE EXTRUDED RIGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY 5E INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUiRE51/2" GWB ON THE GARAGE SiDE. 5/8" TYPE'X' GWS WHERE THERE 15 LiViNG SPACE A50VE. SUPPORTING COLUMNS, WALLS AND SEAMS USE 1/2" GWS PER iRC R302.6 -OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOM5-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL BE EQUIPPED WiTH A SELF -CLOSING DEVICE PER iRC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCL05ED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR BARRIER MAY 13E A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL BE INSTALLED iN ALL SLEEPING ROOMS, IN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER iRC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL SE INSTALLED 1N ACCORDANCE WiTH THiS CODE, NFPA 720-2012 AND THE MANUFACTURER'51NSTALLATiON INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL BE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE VISOILiTY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED iN OR ON CEILING/ROOF WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE CERTRiF1CATE SHALL LiST THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION K-VALUE U-FACTOR FENESTRATION U-FACTOR N/A 028 SKYLIGHT U-FACTOR N/A 0.50 GLAZED FENESTRATION SHGC N/A N/A CEILING 49 0.026 WOOD FRAME WALL 21 iNT 0.056 MASS WALL R-VALUE 21/21 0.056 FLOOR 38 0.029 5ELOW GRADE WALL 10/15/21 1NT + TB 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A HAUL ROUTES ENTERING 51TE: ENTER EDMONDS FROM SR 104/EDMONDS WAY > DAYTON ST > 3RD AVE 5 > EDMONDS ST > 2ND AVE N DEPARTING SiTE: DEPART SiTE FROM 2ND AVE N > CA5PERS 5T > 9TH AVE N > 5R 524/PUGET DRIVE > SK 524/196TH ST 5W PROJECT OWNER: CLAiRE AND JOHN MURPHY 406 2ND AVE N EDMONDS WA 98020 PROJECT ARCHITECT: HEiDi HELGE50N PROJECT DESIGNER: NiCOLE MCKERNAN H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 5TRUCTURAL ENGINEER: TODD VALENTINE HARRiOTT VALENTINE ENGINEERS, INC. 1932 FIRST AVENUE, SUITE 720 SEATTLE, WA 98101 206-624-4760 PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE PROJECT ADDRESS: 406 2ND AVE N TAX LOT NUMBER: 0592200000600 LEGAL DESCRIPTION: LOT 6, SUNSET ADDITION TO THE CiTY OF EDMOND5, ACCORDING TO THE PLAT THEREOF RECORDED iN VOLUME 15 OF PLATS, PAGE 41, RECORDS OF SNOHOMiSH COUNTY, WA. LAND USE CODE COMPLIANCE STATISTICS ZONE: KS 6 LOT COVERAGE: LOT AREA: 7,906 SF EX15TING HOUSE (DEMO - FOUNDATION TO REMAIN): (1,365 SF) EXISTING CARPORT (DEMO): (2,54.9 5F) EXISTING STORAGE SHED (DEMO): (113.2 SF) EXISTING SHED TO REMAIN: 245.5 SF NEW HOUSE (EXISTING FOUNDATION + NEW FOUNDATION): 2,059 5F NEW COVERED PORCH: 121 5F PROPOSED LOT COVERAGE: 2,425.5 SF ALLOWED LOT COVERAGE: 7,906 5F X 35% = 2,767.1 SF OK IMPERVIOUS LOT AREA: 7,906 SF SURFACE: EX15TING HOUSE (DEMO): (1,365 5F) EXISTING CARPORT (DEMO): (254.9 SF) EXISTING STORAGE SHED (DEMO): (113.2 5F) EXISTING DRIVEWAY (DEMO): (306.1 SF) EXISTING SHED: 245.5 SF NEW WALKWAY: 277 5F NEW HOUSE AND COVERED PORCH (iNCL OVERHANGS): 2,524 SF NEW REAR PATiO: 450 5F ( HEAT PUMP PAD: 7 SF EXISTING IMPERVIOUS SURFACE TO REMAIN: 245.5 SF PROPOSED NEW & REPLACED IMPERVIOUS SURFACE: 3,911.5 5F REQ'D SETBACKS: REAR SETBACK: 15' SiDE SETBACK: 5' PARKING: 2 PARKING SPACES TO 13E PROVIDED BUILDING HEIGHT BUILDING HEIGHT LiMiT = 25' INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION FiRE AREA: MEASURED TO THE EXTERIOR OF THE EXTERIOR WALLS: NEW MAiN FLOOR: 1,659.2 5F NEW UPPER FLOOR: 946.8 SF PORCHES/STRUCTURES W/ 4'+ OVERHANG: 220.4 5F TOTAL FiRE AREA: 2,826.4 5F EX15TiNG + NEW GARAGE (NOT INCLUDED): (3&4.3 5F) ENERGY CREDIT INFORMATION ENERGY CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE 406.2 MEDIUM DWELLING UNiT: 3.5 CREDITS ALL DWELLING UNITS NOT INCLUDED iN SMALL OR LARGE. 1A: EFFICIENT BUILDING ENVELOPE = .5 CREDITS PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE R402.1 W/ FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB 3A: HiGH EFFICIENCY HVAC EQUIPMENT =1.0 CREDITS GAS FIRED FURNACE W/ MiNiMUM AFUE OF 94% 5A EFFICIENT WATER HEATING: 0.5 CREDITS ALL SHOWERHEAD AND KITCHEN SiNK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.OGPM OR LESS. 5C EFFICIENT WATER HEATING =1.5 CREDITS GAS WATER HEATER WiTH MiNiMUM EF OF 0.91 RHEEM HiGH EFFiCEiNCY 11.OGPM INDOOR NATURAL GAS TANKLESS WATER HEATER W/ RECIRCULATION PUMP, #RTGH-RH11DVLN W/ 0.94EF (OR APPROVED BETTER) TOTAL CREDITS = 3.5 SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A543U1LT PLANS SURV SURVEY A1.0 MAiN FLOOR DEMO PLAN All ARCHITECTURAL FOUNDATION PLAN A1.2 MAiN FLOOR PLAN A1.3 UPPER FLOOR PLAN A1.4 ROOF PLAN A1.5 WINDOW & DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A4.0 WALL SECTIONS AND DETAILS A4.1 WALL SECTIONS AND DETAILS A4.2 WALL SECTIONS AND DETAILS A4.3 TYP. DETAILS 51.0 GENERAL STRUCTURAL NOTES 51.1 GENERAL STRUCTURAL NOTES 52.0 MAiN FLOOR FRAMING & FOUNDATION PLAN 52.1 UPPER FLOOR & MAiN ROOF FRAMING PLAN 52.2 UPPER ROOF FRAMING PLAN 53.0 STRUCTURAL DETAILS 53.1 STRUCTURAL DETAILS 53.2 STRUCTURAL DETAILS 54.0 STRUCTURAL DETAILS W U z o W z 00 w Q Q W 0 z Cn o N z (fl CO L.L w s��s REGISTERED ARCHITECT /I-,•� GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS SCALE:1/8" - 1'-0" 01 LEGAL DESCRIPTION TOPOGRAPHIC & BOUNDARY SURVEY PER PERSONAL REPRESENTATIVE'S DEED RECORDING# 201611300588 LOT 6, SUNSET ADDITION TO THE CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 41, V1 RECORDS OF SNOHOMISH COUNTY, WASHINGTON. ham• <v� FOUND MON IN CASE o� eV BRASS DISK, DOWN 0.7' BASIS OF BEARINGS THE CENTERLINE OF 2ND AVE BEARING = NORTH 30.48'48" EAST PER R1. Q� O � REFERENCES c� 4� R1. SUNSET ADDITION TO THE CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 PLATS, PAGE 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 10 0 5 10 VERTICAL DATUM \ ( IN FEET ) \ 1 INCH = 10 FT. NAVD88, PER GPS OBSERVATIONS. APPROX LOC OF SIDE SEWER, \ PER CITY RECORDS �Q (0 \ L SURVEYOR'S NOTES JA 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN MARCH OF 2019. THE FIELD DATA WAS COLLECTED AND `� .``'.�'� %K, • oo k^o� o',,"�°o o° �o \ \ \\ w C%) o W RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC o �IV��,o `� / \ U Z N THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN / 0 GJ� FOUND MON IN CASE BRASS PIN, DOWN 1.2' \ \ (D o Q Z o W z FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. �o �� �o ��/ \ \ C.)_Uj Z N � LO Q U) W Q Q 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE �o. �9> � p COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. O--APPROX / \ \ m N O > z 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 LOC OF WATER PER CITY RECORDS \ ?8�� 3 / / \ \ w J 06 w (� r (1 = 0- z CIO o -t PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING PROX LOC OF � 6 F SIDE STORM, N, \ - xZ = w 0 p UJI MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION ER CITY RECORDS o) ,�/ \ z D L 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 r F. 1�ti �,� o°c 'A 00, •�� '�� k 6=0 ° O •�� �� �� •'r.161 �� ° \ � Q•� "k^ FENCE x x x x x x x x CD w O UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE A �. \ • r 'r , ON LINE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE ( ). • \ s' '9 •r. SITE BENCH MA 'IV ,r, o SET.* REBAR *ND CAP \ • x x ` ` ` ` ` 4. SUBJECT PROPERTY TAX PARCEL NO. 00592200000600 • • / �L=47.4 r r r • \ : /�` ` ` ` x x X ... 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 7,906 ±S.F. �� V A •'' "•r �,, ^0 FENCE COR �• • :/ (0.18 ACRES) •, / r s.^ r.. r 0.1' SW �, \ �, " 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. J ' v O ° A s' •rxh '� r •. • �` �j� \ •N •\ '' r Q� "� wM 4Dc� /42.3 R� f �� � N "x„„ •/j• ••:f•:� ••:� "••�Fx F F S �'ti�'� ,ON P� �� w m 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND , \' ��/ F�< r�. 61 ,�. `"� S3Q, O \F 24p`' „:••::� CO ��6 ''era TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND o A , pg s MEET THE STANDARDS SET BY WAC 332-130-090. '' • �`�x:: "` LEGEND ' A � •�°ry 2j 42, o 4i � �R�� ,� "r• 25 CONC •�' ,�."• 42 �' STEP: ' k r �` / ^� SET PK NAIL ,' . \ 28 `r A ?� xxx xxx xx •:xxx „� xxxx xxx.xx xxxxxx x xx „ O C C 00 0 ASPHALT SURFACE PAVER SURFACE �o , W/ WASHER o � • �O �• • r • / EL=44.20 5 x'xJ/ x x „„ xx x x x N N V V '� 6 6 '" BUILDING P❑ POWER METER ' •OV ( R2S r FOUND MON IN CASE / y� 35, /D� ��-J 2• k / P�G�O�/ . • Q �V �ti. RJR o� ,�W x x (• x x xx . ` CENTERLINE ROW P POWER (OVERHEAD) CONCRETE SURFACE PPC�� POWER POLE W/ LIGHT BRASS PIN, DOWN 0.8' �a '� "� �� �� , Q ZOO 6 G�Qj2 c>Q / kti \ h k �°� k' `CC �� GFZ 42 / j�x o "' "�o / . F S i�, Fq ' `, „ „„ „ „„ x x x x .� • x x F x x . x x : 7 �'1 4' V Z) .-+ L � (SET) RETAINING WALL REBAR &CAP SET • / • 43. / P .0�, p / o" COVERED P ?�' '�� �� WALL ok kti. CARPORT ^� . ti. � • � Alv / ° x �`�' , ?p \ •� <v�/ � \ • „ „ , x : x ; • • • • FENCE COR -:e � � 0.4' N & 0.9E O - Q N � o c X X FENCE LINE (CHAIN LINK) ��� ROCKERY ro ti' O 0.3' SW a o' Q- �ti �j "� O / h <v pQi�'�73 p "`---'��11 w FENCE�C`OR ^h HOUSE NO. 406 / x,xx. • • OF PROP COR 2 F�\ SHED CD FENCE LINE (WOOD) SS SEWER LINE 0.8' SW Fq\ FOOTPRINT=1,607 fS.F. / '9' • k° �F �ti� / Qi z F '� \ 4 9>, xxxx xxx:::„ __ \ xxxxx ' Fq ?0?' „ ` O 00 ,--I CO - G GAS LINE SD STORM DRAIN LINE G ❑ GAS METER SIZE TYPE o TREE NOTED) O F 42.97 �? � �; o' kk0 *43.3 h \ �.`� � k �(,x� F\ y ::::: ` x ;Ci „ FOUND IRON PIPE gx �i ` L'(1) O � •�:-J V (AS 43.09 G OF PROP COR -- p0 Lx_x _xJ ACCESS &UTILITY EASEMENT W WATER LINE 93 k FA. \ • x:xx: :� L3:: xx ti x x :::: �/ k 4-j ►�� MONUMENT IN CASE (FOUND) NAIL AS NOTED O •r•• 4R o"�. x`�,�.2:� Ln REBAR/IRON PIPE AS NOTED (FOUND) WM ^ WATER METER ��� 4�> .. ,��F \ -3 \� c'o 96 . „ , • • o °� " : ` :; . x O N U� d- C I N ITY MAP VI.N.T.S. • �• • .� ` BLOCKq 42. 427 \% FENCE COR WALL �F\ o� 43°• ''; • r f 5 • Cb , • trF\ 10.0' ACCESS AND UTILITY: : `x(�� x x x i% EASEMENT • • „ • x xxx _ Cobb Crafts \ o. �? k o �3 h „ xti xxx'" • 00 FENCE END FENCE COR k •^,�,• 0.7' SW •�'• x:: �• Ji�SITE 0.1' NE Q:x BLOCK `N � WALL • 4 4, 8 CONC ti WALL 43 8 a.xxx" �x p: „y x 6 x x x• x: x .01 : x x x%1y,� JOB NUMBER: 190438 DATE: 03/29/19 406 grid Avenue North ���� �• �. x „Q®: `3?g• EAVE F : DRAFTED BY: IDV-GKD CHECKED BY: VVB Eons For the A o' o� � 0.1' NE xxx J :xxx . ` : j SCALE: 1 " = 10' ::� REVISION HISTORY �$ Brooklyn Hair f '� Studio for Men o EAVE :�: FOUND REBAR/CAP . ' x x . LS# 4561 8122119 Tree removal �f ' I C: 5w \ / BLDG �, Is 0.42'N & 0.12'W I OF PROP COR 02104120 Added Site Bench Mark sly \ 2.3' NE : �:xxx CONC E Loiighrin & >� Q '°� \ l \ `f_x xxx: xxxx !::::::: sl.�:: Q : x WALL \ marry CFAs \ xxx : x:::::::� SHEET NUMBER 1 OF 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � 1 I 1 I 1 I 1 � I 1 I DEMO EX. DRIVE. SEE SiTE PLAN , � 1 I 1 I 1 nI 1 II I -- - - - - - - - - - - - - - - - - - - - - -- :��� _ �- �r 1rl �r � / it II IIII II �I 1 I IIII L I II u IIII u ' I 1 I I I, IIII I I I I IL= Jul=J,11 IF Ti I --�I-- L-J L - - - - � I '-�-------� / �/ r - - - -- CUT AND CAP I I I n WATER AT METER & Iic NSTALL TEMP . I / I I/ I I L L HOSEBiBWiTHAVB / / r-----� I I II L———— — — — —_Ir AT METER. / / —_ 3 I I III WM P EX RE �l I I I I EX PW' Irr,l I IIL J I II LL Z I I / DEMO DRIVEWAY & WALK J L —_ —_ —_��— — — —�7—_ —_ _I I I I di EX. ELEC EX W I I EX D / ❑ ❑ I ❑ IN 11 / T7 I III \Li i II II \x/ Ju/ I I / � L« ------ _ II JF- L_ 6—---�L------- --------------------------------- -L----- -- -------=�- ,� -- - - -- � ❑ ❑ ❑ III / \ EX. GAS u 1 , / \/o FURNACE TO BE SALVAGED AND \ REINSTALLED. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - L— — — — — — — — — — — — \� MAIN FLOOR DEMO PLAN SCALE:1/4" = T-O" 0 EXISTING WALLS NOTES: r — I DEMO WALLS 1. ALL FOUNDATIONS & FOOTINGS TO REMAIN, EXCEPT AS NOTED; INTERNAL POSTS & PIERS TO BE REMOVED FROM CRAWLSPACE. — — 2. DEMO ROOF ABOVE. 3. ALL ITEMS FOR SALVAGE TO BE CONFIRMED WiTH OWNER PRIOR TO DEMOLITION. N L U Z N L Z o L U) Q Q L Z Cn p N Z (D O 0 L 10 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON H 2 D A R C H I T E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET DEMOLITION PLAN MAIN FLOOR A1,0 2 p A4.2 A3.0 FACE ACCESS V1 2 A A4.0 A3.0 ACCESS OPENING, FACE ACCESS V1 ARCHITECTURAL FOUNDATION PLAN SCALE:1/4" NOTES: 0 EXISTING WALLS 1. EXISTING FOUNDATIONS TO REMAIN, EXCEPT AS NOTED PER STRUCTURAL. ® NEW WALLS W/ NEW FOOTINGS BELOW 2. ALL DIMENSIONS ARE GIVEN TO THE FACE OF CONCRETE UNO. 3. ALL OPENING DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. N CRAWLSPACE VENTILATION REQUIREMENTS CRAWLSPACE: PER WAC 51-51-0408 SECTION R408, MiNiMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OF UNDER -FLOOR AREA. A GROUND COVER OF 6 MiL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAiD OVER THE GROUND WiTHiN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED SiX INCHES MiNiMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. ONE VENTILATION OPENING SHALL BE WiTHiN 3 FEET OF EACH CORNER OF THE BUILDING, EXCEPT ONE SiDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS. VENTING CALCULATIONS: CRAWLSPACE VENT 9 8"X16" = 0.5 SF MiN. 2 VENTS FOR CR055-VENTILATION. NEW CRAWLSPACE AREA 1 = 479.0 SF 479.0 SF / 300 SF =1.59 SF REQUIRED VENTING AREA 4 VENTS REQUIRED NEW CRAWLSPACE AREA 2 = 41.2 SF 41.2 SF / 300 SF = 0.13 SF REQUIRED VENTING AREA 2 VENTS REQUIRED w U z o w Q z 00 w (� Q Q w 0 z U) o N z _ (D O 75; 0 w 10 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET ARCHITECTURAL FOUNDATION PLAN AlA O / I '-10"11 4'- FOWA PA 6" TOE SHELF OWNER, TYP. LiNEAR DRAIN NiCHE I - • -------------------------- /-' ---- -- --- --- CLOSET - ___ ---------------- ----------- - ---- ' oI 2 Ir �iil■' r��- ENTRY �L ARDWOOD - I- P05T(S) AND REAM / II / PER STRUCTURAL / II / II � II N NEW CONC. WALK / ENTRY q / DECK O N / COMPOSITE aj = A 1 A3.0 A4.0 DECKING II W �/ � u z 6? u LLu col z / II / 42'-3 3/4" 6-13/4" 11 6'-1 3/8" FACE MOUNT MED VER W/ OWNER A .0 - TOWEL RACK BY OWNER, TYP. 3 -WALL HEATER A4.0 -80 CFM FAN. VENT TO OUTSIDE CLOSET - 07 ROD & SHELF 08 < r - ;----------'' 1 TILE -------------- 50 CFM FANS 4'-2 3/4" EXHAUST OUTSIDE 6'-7" 3'-11" 3'-11 1/2" 12 VERIFY STAIR STRINGER CONFIGURATION TO AVOID NOTCH OUT OF CEILING A5 POSSIBLE LIVING HARDWOOD C.L. ROOM 5'-9 5/8"+/- 6' 0" 5'-9 5/8"+/- 11 10 (EQ) GAS FIT EPLACE W/ T ABV BOOKSHELF (EQ) BOOKSHELF G G f1ANEL_ LD \ / I - o / q - - - 18 \ / �aARAG E � / / \ SLAB ON GRADE / / \ 5 TOPE 1/4":12" cS� T) / / - - - - - - - - / NEW C NC. WALK MAIN FLOOR PLAN 1401-mIILI 11117f O RELOCATE ELE TRiCAL, VERIFY LOCATi N NEW ELECTRIC L METER LOCATION, VER FY LOCATION 25'-9" 10'-6" IGm NEW ADDITION C A3.0 2 A4.1 M. BEDROOM CARPET c� it"rc1 o DINING N HARDWOOD ALIGN FiNiSH WALL Wt ISLAND EDGE CLEAR z °L F_ I� F � o (1 KITCHEN HARDWOOD o ` A TRY 13 - c cz w 4 O w PATIO I N 2 D O A4.2 A3.0 N dJ C9 BLOCKING FOR FUTURE TRELLIS PER STRUCTURAL - o o� 2 0� A A4.0 A3.0 PATIO CONCRETE (CENTER PATIO ON UPPER FLOOR LOCATION ABOVE) fin//H HARDWOOD MiN.100 CFM RANGE HOOD; Z EXHAUST OVER 400 CFM REQUIRES FURN MAKE UP AiR. MAKE UP AiR TO DE TANKLE55 WATER - HEATER TO FEED INTO J 6 INTERLOCKED WITH FAN OPERATION Q GAS TANK WH. ADD AT A RATE APPROX. EQUAL TO THE EXHAUST AiR RATE THAT 15 iN RECiRCULATiON SYSTEM c EXCESS OF 400CFM PER M1503.4 REINSTALL FURNACE L _ _ REF OVENS - - - - - - iNTEGRATE WHOLE - HOUSE FAN W/ FURNACE. L cz CRAWLSPACE ACCESS CLO 14 MiN16X24-------- 1@ 11/2 D MUDRO M 15 LAUNDRY F 0 ALL GARAGE WALLS 16 TiLE TILE d & CEILING TO DE 5/8" SiNK 50 CFM FAN. VENT TYPE "X" GWD W D TO OUTSIDE d� CLO DESK O 8 NEW CONC. WALK i 1 q 1, A4.1 A4.2 B C A3.0 A3.0 -2" 24" 1'-21/2" 6-13/4" 11'-01/2" 0 EXISTING WALLS NOTES: ® NEW WALLS 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 CARDON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE DEDROOMS. THE ALARM AND SHALL BE LISTED A5 COMPLYING WiTH UL 2034 AND SHALL DE INSTALLED iN ACCORDANCE WiTH iRC R3153 AND THE MANUFACTURER'S iNSTALLATiON INSTRUCTIONS 15'-0" PATIO GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) NEW MAiN FLOOR AREA: 1,571.3 SF NEW GARAGE ADDITION (UNCONDITIONED) 373.8 SF TOTAL CONDITIONED AREA 2,456.9 5F I FRAMING NOTE 1. VERIFY ALL DIMENSIONS BASED ON EXISTING REMAINING FOUNDATION PRiOR TO FRAMING. WATER HEATER NOTES 1. INSTALL NEW GAS WATER HEATER WiTH A MiNiMUM EF OF 0.91. 2. PROVIDE SHUTOFF VALVE Ca CONNECTION TO APPLIANCE. 3. PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE MOTION. STRAPPING SHALL DE 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" ADOVE CONTROLS. HVAC NOTES 1. REINSTALL EXISTING SALVAGED 95% EFFICIENCY FURNACE. 2. PER iRC 1506.3.5: 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 90 CFM. REFER TO iRC TABLE M1507.5.3. LLB U z C) LLJ z 0 w W z N z (fl O ^ I.NL � G I..L Q w 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D ARCH 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: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET MAIN FLOOR PLAN A1,2 UPPER FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS NOTES: ® NEW WALLS 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. REFER TO WINDOW AND DOOR SCHEDULE FOR MORE INFORMATION. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARDON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM AND SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R3153 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) NEW UPPER FLOOR AREA: 885.6 SF NEW UPPER DECK: 57.4 SF TOTAL CONDITIONED FLOOR AREA: 2,452.7 SF N w U z o w Q z o w � Q Q w 0 z cn o N z _ (D O 75; 0 w 10 L 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET UPPER FLOOR PLAN A1,3 D A3.0 m I F�mh ww�w__l 1 1 __� A4.1 X42D A3.0 A3.0 ROOF PLAN SCALE:1/4" = 1'-0" 2 p A4.2 A3.0 PRE -MANUFACTURED FLAT BOTTOM TRUSSES OVER STAIR AND BATH, FALSE FLAT CEILING OVER HALL 30-YEAR COMPOSITE ROOF, TYP. 2 A A4.0 A3.0 PRE -MANUFACTURED SCISSOR TRUSSES OVER BEDROOMS AND SiTTiNG AREA I VENTILATION REQUIREMENTS ROOF VENTILATION NOTES: TOTAL NET FREE VENTILATING AREA SHALL NOT 13E LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL TO 1/300 i5 PERMITTED PROVIDED THAT AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA i5 PROVIDED DY VENTILATORS LOCATED iN THE UPPER PORTION OF THE SPACE TO DE VENTILATED AT LEAST 3' ADOVE THE EAVE VENTS WiTH THE DALANCE OF THE REQUIRED VENTILATION PROVIDED DY THE EAVE VENTS. VENTING CALCULATIONS: COR-A-VENT V-600 RIDGE VENT = 20 SQ iN NFVA COR-A-VENT 5-400 =10 SQ iN NFVA ROOF AREA 1: 461.3 5F 461.3 5F / 300 5F =1.53 5F REQUIRED VENTING AREA (220.3 5Q iN) 35.25 LINEAL FT @ EAVES = 352.5 5Q iN 17.5 LINEAL FT @ RIDGE = 350 5Q iN = 702.5 SQ iN TOTAL ROOF AREA 2: 947.0 5F 947.0 SF / 150 SF = 6.51 5F REQUIRED VENTING AREA (908.6 SQ iN) 134 LINEAL FT @ EAVES =1,540 SQ iN 57.5 LINEAL FT 9 RIDGE = 750 SQ iN = 2,090 SQ iN TOTAL ROOF AREA 3: 626.6 SF 626.6 SF / 150 SF = 4.17 SF REQUIRED VENTING AREA (600.5 5Q iN) 34 LINEAL FT @ EAVES = 340 SQ iN 38 LINEAL FT @ RIDGE = 760 5Q iN =1,100 5Q iN TOTAL L U z o L z o L Q Q L 0 z U) p N z _ (D O 7-> Q L 10 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET ROOF PLAN AlA DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK GLASS AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT MAiN FLOOR 01 3'-2" 7'-2" 3'-0" 7-0" SWiNG O'-1 3/4" 20.00 ENTRY DOOR. TEMPERED GL.. 0.20 02 4'-2" 7'-2" 4'-0" 7-0" DOUBLE SWING 0'-1 3/8', 0.00 (2) 2'-0" DOORS 03 2'-10" 7'-2" 2'-8" 7'-0" SWiNG 0'-13/8', 0.00 04 3'-2" 7'-2" 3'-0" 7'-0" SWiNG 0'-13/8', 0.00 05 3'-2" 7'-2" 3'-0" 7'-0" BARN 0'-1 3/8', 0.00 OVERSIZE LEAF BY 4". 06 2-8" 7'-2" 2'-6" 7'-0" SWING 0'-13/8', 0.00 07 4'-2" 7'-2" 4'-0" 7'-0" BiPASS 0'-1 3/8', 0.00 (2) 2'-0" DOORS. 08 4'-2" 7'-2" 4'-0" 7'-0" BiPASS 0'-1 3/8', 0.00 (2) 2'-0" DOORS. 09 3'-2" 4'-6" 3'-0" 4'-4" BARN 0'-1 3/8', 0.00 OVERSIZE LEAF BY 4". 10 3'-2" 7'-2" 3'-0" 7'-0" BARN 0'-1 3/8', 0.00 OVERSIZE LEAF BY 4". 11 2-8" 7-2" 2'-6" 7'-01, SWING 0'-13/8', 0.00 12 9'-01/2" 7'-2" 6'-01, 7'-0" DOUBLE SWING PATIO O'-1 3/4" 60.00 tjl�,ATIO DOOR WiTH (2) 3'-0" DOORS &TWO DELiTES. TEMPERED GL. iN ALL LOCATiONS. 0.28 13 6'-2" 7'-2" 6'-0" 7'-0" BARN 0'-13/81, 0.00 ERSIZE LEAF DY 4". 14 2'-10" 7'-2" 2'-8'' 7'-0" POCKET 0'-13/81, 0.00 15 3'-0" 7'-2" 2'-10" 7'-0" POCKET 0'-13/81, 0.00 16 3'-2" 7'-2" 3'-0" 7-0" SWING 0'-1 3/8" 0.00 20-MiN. FiRE-RATED DOOR W/ SELF -CLOSING HiGS 17 3'-2" 7'-2" 3'-01, 7-0" SWING O'-1 3/4" 0.00 GARAGE MAN DOOR. SOLID FIBERGLASS. 0.20 18 12-10" 7'-2" 12'-6" 7-0" GARAGE O'-13/4" 0.00 UPPER FLOOR - T.O. SUBFLR 19 2'-10" 6'-9" 2'-8" 6'-8" SWING 0'-13/8', 0.00 20 4'-2" 6'-9" 4'-0" 6-8" DOUBLE SWING 0'-1 3/8', 0.00 21 4'-2" 6'-9" 4'-0" 6-8" DOUBLE SWING 0'-1 3/8', 0.00 22 3'-6" 6'-9" 3'-4" 6-8" DOUBLE SWING 0'-1 3/8', 0.00 23 3'-6" 6'-9" 31-4" 6-8" DOUBLE SWING 0'-1 3/8', 0.00 24 2'-8" 6'-9" 2'-6" 6-8" SWING 0'-13/8', 0.00 25 4'-2" 6'-9" 4'-0" 6'-8" BiPASS 0'-13/8', 0.00 26 4'-2" 6'-9" 4'-0" 6-8" BiPASS 0'-13/8', 0.00 27 2'-6" 6'-9" 21--4" 6-8" SWING 0'-13/8', 0.00 28 2'-6" 6'-9" 21-4" 6-8" POCKET 0'-13/8', 0.00 29 3'-2" 6'-9" 3'-0" 6-8" SWING O'-1 3/4" 20.00 EXTERIOR DOOR. TEMPERED GL. 2W4H SDL5. 0.28 30 3'-2" 6'-9" 3'-0" 6'-8" DOUBLE SWING 0'-1 3/8', 0.00 TOTAL EXTERIOR DOOR GLAZED AREA:100.0 SF MANUFACTURER: INTERIOR: SiMPSON OR EQUAL SOLID CORE 1-12ANEL DOOR EXTERIOR: ANDERSEN 200 SERIES; EXTERIOR: VINYL, INTERIOR: PiNE 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 / \ w J / \ J / \ 0 L 7 o w M op m io w wLl \ PER SCHEDULE PER SCHEDULE � I 3'�1/2"� BARN BIPASS DOUBLE SWiNG I, 6'_0" � V-6"* DOUBLE SWiNG PATiO w 0 w 2 U It w a I. PER SCHEDULE (-,APA(=,F J w Lu U) a w a PER SCHEDULE Pnr.Kr-r \ \ J \ Q w U / w / w / a / / / ER SCHEDUL c_lwTr\i(_l WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER SDLs SURFACE AREA NOTES U-VAL WIDTH HEIGHT MAiN FLOOR 1 5'-6" 4'-6" 7'-21/2" A PH/PH 25.05 TEMPERED 0.28 2 2'-4" 2'--4" 7'-2 1/2" D A 5.59 MPERED; TRANSLUCENT 0.28 4 2-10" 5'-6" 7-21/2" D PH 15.87 EGRESS - VERIFY. 0.28 5 2-10" 5'-6" 7-21/2" D PH 15.87 EGRESS - VERIFY. 0.28 6 5'-0" 3'-10" 7-21/2" E PH/PH 19.17 0.28 7 2'-6" 3'-10" 7-21/2" F PH 9.58 0.28 8 21-4" 21--4" 7-21/2" B A 5.59 0.28 9 4'-0" 21--4" 7'-21/2" G A 2W 9.51 0.28 10 3'-01, 51-4" 7-21/2" H PH 16.29 0.28 11 3'-01, 51-4" 7-21/2" H PH 16.29 0.28 12 3-0" 54" 7-21/2" H PH 16.29 0.28 UPPER FLOOR - T.O. SUBFLR 13 24" 21-4" 6-10 1/2" B A 5.59 TRANSLUCENT 0.28 14 5'-4" 21-4" 6-10 1/2" i P 3W 12.65 0.28 15 3-0" 4'-0" 6-10 1/2" J PH 12.23 TEMPERED. 0.28 16 3-0" 4'-0" 6-10 1/2" J PH 12.23 0.28 17 3-0" 4'-0" 6-10 1/2" K C 2H 12.23 EGRESS - VERIFY. 0.28 18 3'-01, 3'-6" 6-10 1/2" L C 2H 10.71 EGRESS - VERIFY. 0.28 19 3'-01, 3'-6" 6-10 1/2" L C 2H 10.71 EGRESS - VERIFY. 0.28 20 3-0" 3'-8" 6-10 1/2" M PH 11.22 TEMPERED 0.28 21 3-0" 3'-8" 6-10 1/2" M PH 11.22 TEMPERED. 0.28 253.89 5GI ft TOTAL EXTERIOR WiNDOW GLAZED AREA: 322.95 SF MANUFACTURER: ANDERSEN SERIES: 100 SERIES FiBREX COMPOSITE WiNDOW; EXTERIOR: BLACK, INTERIOR: WHITE NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR SWING & 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 W W LJiLl El TYPE A TYPE 1 TYPE B W T I L TYPE D I T L TYPE J �u i i i i i TYPE K TYPE E i i TYPE L T L TYPE F TYPE M KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG PH = DOUBLE HUNG H = HOPPER LULL TYPE G TYPE H W U z o W z 00 W Q Q W 0 z U) C) N z (O O 0 W 9716 REGISTERED v__) ARCHITECT x�w �. 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET WINDOW AND DOOR SCHEDULES A1,5 NORTH ELEVATION SCALE:1/4" = P-O" CONTINUOUS RIDGE VENT, TYP. EX GRADE EAST ELEVATION SCALE:1/4" = T-O" mil ICI L 7 6 T T � L L 12 M TE RED M i i i L III I I I I I I I I III L CONTINUOUS RIDGE VENT, TYP. HEIGHT LiMiT EL = 25'-0" ABV. AVG. GRADE (EL 677) PROPOSED ROOF RIDGE EL = 24'-51/4"+/- (EL 67.3') T.O. RIDGE) ASPHALT COMPOSITE ROOF PAINTED KNEE BRACE PER STRUCT., TYP. PROPOSED UPPER FLOOR PLATE EL =18'-2 7/8"+/- (T.O. PLATE) PAINTED POST & BEAM, PER STRUCT. GUTTER & DOWNSPOUT, TYP. 2X PAINTED CEDAR RAILING, PER DTL PROPOSED UPPER FLOOR EL =10'-1 3/4"+/- (EL 53.0') 'T.O. SUBFLOOR) 613) PROPOSED MAiN FLOOR PLATE EL = 9'-1 1/0"+/- (EL 60.0') ;T.O. PLATE) SiDiNG TYPE 1: VERTICAL BOARD AND BATTEN SiDiNG, PAINTED PROPOSED MAiN FLOOR EL = 0'-0"+/- (EL 42.9') (T.O. SUBFLOOR) AVG GRADE (427) EX GRADE CONTiNOUS RIDGE VENT, TYP. HEiGHT LiMiT EL = 25'-O" ABV. AVG. GRADE (EL 677) PROPOSED ROOF RIDGE EL = 24'-51/4"+/- (EL 673) (T.O. RIDGE) ASPHALT COMPOSITE ROOF, TYP 5/4X8 BELLY BAND W/ METAL FLASHING OVER, TYP PAINTED KNEE BRACE PER STRUCT., TYP. PROPOSED UPPER FLOOR PLATE EL =18'-2 7/8"+/- (T.O. PLATE) CONTiNOUS RIDGE VENT, TYP. BLOCKING FOR FUTURE WOOD TRELLIS (3) LOC., PER DTL 22/A4.3 GUTTER & DOWNSPOUT, TYP. PROPOSED UPPER FLOOR EL =10'-1 3/4"+/- (EL 53.0') (T.O. SUBFLOOR) 613) PROPOSED MAiN FLOOR PLATE EL = 9'-1 1/8"+/- (EL 60.0') (T.O. PLATE) SiDiNG TYPE 1: VERTiCALBOARD AND BATTEN SiDiNG, PAINTED EX GRADE ,L PROPOSED MAiN FLOOR EL = 0'-0"+/- (I .U. t)UPrLUUIC) AVG GRADE (427) W U z o W Q z 00 Lu Q Q W 0 z U) o N z (D O 0 W 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET EXTERIOR ELEVATIONS A2,0 CONTINUOUS RIDGE VENT 9 EX GRADE SOUTH ELEVATION SCALE:1/4" = 1'-0" CONTINUO WEST ELEVATION SCALE:1/4" = P-0" GAS FIREPLACE VENT PER MFR 3 17 EGRESS CONTINUOUS RIDGE VENT, TYP. ,4 HEIGHT LiMiT EL = 25'-0" ABV. AVG. GRADE (EL 677) Aa PROPOSED ROOF RIDGE EL = 24'-51/4"+/- (EL 67.3') (T.O. RIDGE) ASPHALT COMPOSITE ROOF, TYP 5/4X10 WD FASCIA; PAINTED. TYP PROPOSED UPPER FLOOR PLATE EL =18'-2 7/8"+/- (T.O. PLATE) NEW GUTTER & DOWNSPOUT, TYP. PROPOSED UPPER FLOOR EL =10'-1 3/4"+/- (EL 53.0') (T.O. SUBFLOOR) 613) PROPOSED MAiN FLOOR PLATE EL = 9'-1 1/8"+/- (EL 60.0') (T.O. PLATE) SiDiNG TYPE 1: VERTICAL BOARD AND BATTEN SiPING, PAINTED EX Ggg12E PROPOSED MAiN FLOOR EL = 0'-0"+/- (EL 42 (T.O. SUBFLOOR) AVG GRADE (427) CONTINUOUS RIDGE VENT, TYP. -1EiGHT LiMiT EL = 25'-0" ABV. AVG. GRADE (EL 677) 'ROPOSED ROOF RIDGE EL = 24'-51/4"+/- (EL 673) T.O. RIDGE) ASPHALT COMPOSITE ROOF, TYP. 5/4X8 BELLY BAND W/ METAL FLASHING OVER, TYP NEW GUTTER & DOWNSPOUT, TYP. 'ROPOSED UPPER FLOOR PLATE EL =18'-2 7/8"+/- (EL 61.1') ;T.O. PLATE) NEW PAINTED POST & BEAM, PER STRUCT. PAiNTEDKNEE BRACE PER STRUCT., TYP. 5/4X& BELLY BAND W/ METAL FLASHING OVER, TYP 'ROPOSED UPPER FLOOR EL =10'-1 3/4"+/- (EL 53.0') 'T.O. SUBFLOOR) 'ROPOSED MAiN FLOOR PLATE EL = 9'-1 1/8"+/- (EL 60.0') ;T.O. PLATE) PAINTED POST & BEAM PER STRUCT. SiPING TYPE 1: VERTICAL BOARD AND BATTEN SiPING, PAINTED 'ROPOSED MAiN FLOOR EL = 0'-0"+/- ;T.O. SUBFLOOR) AVG GRADE (427) L U z o L z 00 L (� Q Q L 0 z U) r-) N z (D O 0 L 9716 REGISTERED ARCHITECT v/--/) w Gpl. 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET EXTERIOR ELEVATIONS A2, 1 BUILDING SECTION SCALE:1/4" = 1'-0" CB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A4.1 ATTIC 21 6 PREMANUF. SCISSOR TRUSSES \ r r CL� BEDROOM 2 -- - - ----ATM - - - -- --- r r I I � y M. BEDROOM T T I I J J EX GRADE -" - BUILDING SECTION SCALE:1/4" = 1'-0" i KITCHEN I 1 A-42 ICI -AT-Tile H LAUNDRY I/ BUILDING SECTION SCALE:1/4" = 1'-0" GRADE ATTIC \ PREMANUF. — -- — — — — ——--LRU5,5Ea SHOWER r� OcML..HALL �P I F C EX GRADE BUILDING SECTION SCALE:1/4" = P-0" M. BEDROOM EX 2 A4.2 1 DE 1 A4.1 GRADE w U z o w Q z o w � Q Q w 0 z cn o N z _ (D O 75; 0 w 10 9716 REGISTERED ARCHITECT /P-7.� 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 EDMONIDS, WA 98020 P.206.5423734 www.h2darchitects.com DATE: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET BUILDING SECTIONS A3,0 TYP NEW ROOF ASSEMBLY -30 YEAR ARCHITECTURAL ASPHALT COMPOSITE ROOF -HENRY 13LUESKiN RF200 DRAINAGE PLANE INSTALL SHINGLE FASHION OR BETTER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -BAFFLE FOR 2" AiR SPACE -MiN R-49 GATT INSULATION AT ATTIC -5/8" GWB -PVA PRIMER TYP RAKE ASSEMBLY PER DETAIL 5/4X10 WD FASCIA W/ METAL DRiP EDGE OVER; PRIMED AND PAINTED, TYP METAL SiDE WALL FLASHING, RUN UP WALL MiN 8", TYP TYP NEW PORCH ROOF ASSEMBLY -30 YEAR ARCHITECTURAL ASPHALT COMPOSITE ROOF -HENRY BLUESKiN RF200 DRAINAGE PLANE INSTALL SHINGLE FASHION OR BETTER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -1/2" T&G SOFFIT 5/4X10 WD FASCIA W/ METAL DRiP EDGE OVER; PRIMED AND PAINTED, TYP TYP RAKE ASSEMBLY 2" CONTINUOUS FLUSH VENT W/ NON CORROSIVE WiRE INSECT SCREEN, TYP TYP NEW ROOF ASSEMBLY BEAM PER STRUCTURAL, WRAP PER DETAIL TYP BELLY BAND PER DETAIL POST BEYOND PER STRUCTURAL, WRAP PER DETAIL \ II \ 4 4. TYP NEW EXTERIOR WALL ASSEMBLY TYP NEW UPPER FLOOR ASSEMBLY-SiDiNG PER ELEVATIONS -FiNiSH FLOOR PER PLAN -HENRY BLUESKiN VP100 BUILDING WRAP OR BETTER -PLYWOOD SHEATHING PER STRUCTURAL -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -FRAMING PER STRUCTURAL -GATT INSULATION FOR SOUND ATTENUATION -R-21 GATT INSULATION -5/8" GWB 4 -1/2" GWB TYP WD EXTERIOR RAILING PER DETAIL 3 -PVA PRIMER TYP WATERPROOF DECK ASSEMBLY -DECKING I I -PEDESTAL SYSTEM TYP NEW UPPER FLOOR ASSEMBLY -FIBERGLASS WATERPROOFING SYSTEM; SLOPE MiN I 1/4":12" 1 I 6 R-21 BATT INSULATION 9 RiM, TYP -MARINE GRADE PLYWOOD OR PER STRUCTURAL & MFRI -FRAMING PER STRUCTURAL I 1/41211 / -1/2" T&G SOFFIT 22 I I , A 2 TYP EAVE ASSEMBLY I I I I i NEW TRELLIS PER STRUCTURAL BEAM PER STRUCTURAL I I R-21 GATT INSULATION 9 RiM, TYP 1 � TYP NEW EXTERIOR WALL ASSEMBLY POST BEYOND PER STRUCTURAL, WRAP PER DETAIL 2 4. ---------------- TYP NEW MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL TYP NEW MAiN FLOOR ASSEMBLY -R-38 GATT INSULATION -UNCONDITIONED CRAWL SPACE TYP NEW EXTERIOR WALL ASSEMBLY PER 2/A4.0 P.T. PLATE OVER SiLL SEALER, TYP TYP ENTRY PORCH ASSEMBLY j 4 TEMPROOF 250GC, XYPEX, OR APPROVED -DECKING W/ MIN 1/8" SPACING \ EQUAL WATERPROOFING @ ALL NEW & EXPOSED -2X6 F.T. FRAMING PER STRUCTURAL EX15TiNG BELOW GRADE FOUNDATIONS, TYP TYP CONCRETE PATIOASSEMBLY -4" CONCRETE SLAB ON GRADE PER STRUCTURAL -6" GRAVEL (NO MORE THAN 5% FINES) N-UNEXCAVATED SU13GRAPE EX GRADE POST FOOTING BEYOND PER STRUCTURAL -- - w - w v o i NEW FOUNDATION AND FOOTING PER STRUCTURAL TEMPROOF 250GC, XYPEX, OR APPROVED �" z ~ �" z ~ /�� EQUAL WATERPROOFING Cad ALL NEW & EXPOSED � � � 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL EXISTING BELOW GRADE FOUNDATIONS, TYP PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EXISTING FOUNDATION DRAIN AND STORM SEWER EXiSTiNG CONCRETE FOUNDATION ° ° °°°° SURROUND 4" PERFORATED PVC PiP DRAIN BY 6" MiN 1" AND FOOTING OR PER STRUCTURAL °°° ° a O ° � MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN EXISTING FOOTING DRAIN, VERIFY° GEOTEXTiLE FILTER FABRIC (MiRAFi 14DN, SUPAC 4NP OR / SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD 10 MiL POLYEURETHANE MEMBRANE 9 CRAWLSPACE, BE AT LEAST 6" BELOW BTM OF SLAB FLOOR OR LEVEL OF WRAP OF WALLS MiN 12", OVERLAP 12" CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. 10 MiL POLYEURETHANE MEMBRANE 9 CRAWLSPACE, WRAP UP WALLS MiN 12", OVERLAP 12" TYP NEW ROOF ASSEMBLY— OUTRiGGER PER STRUCTURAL METAL DRiP EDGE, TYP 5/4X10 WD FASCIA, TYP 1/2" T&G SOFFIT SiDiNG PER ELEVATION SHEATHING PER STRUCTURAL TYP RAKE ASSEMBLY --------------- I J I I I I I I I I W U z w z 00 Lu O� (� Q Q W 0 z U) o N z � O 0 W 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darc h i tects.c om DATE: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET WALL SECTIONS AND DETAILS TYPICAL WALL SECTION SCALE: 1/2" = T-O" WALL SECTION SCALE: 1/2" = P-0" WALL SECTION SCALE: 1/2" = T-0" NEW FOUNDATION AND FOOTING PER STRUCTURAL ' < 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EX15TiNG FOUNDATION DRAIN AND STORM SEWER SURROUND 4" PERFORATED PVC PiP DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRIC (MiRAFi 14DN, 5UPAC 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. 10 MiL POLYEURETHANE MEMBRANE 9 CRAWLSPACE, WRAP UP WALLS MiN 12", OVERLAP 12" WALL SECTION SCALE:1/2" = P-0 TYP NEW ROOF ASSEMBLY TYP RAKE ASSEMBLY 5/4X10 WD FASCIA W/ METAL DRiP EDGE OVER; PRIMED AND PAINTED, TYP TYP NEW UPPER FLOOR ASSEMBLY METAL SiDE WALL FLASHING, RUN UP WALL MiN 8", TYP TYP NEW ROOF ASSEMBLY @ GARAGE -30 YEAR ARCHITECTURAL ASPHALT COMFO51TE ROOF -HENRY 13LUESKiN RF200 DRAINAGE PLANE INSTALL SHINGLE FASHION OR BETTER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -5/5" TYPE "X" GWB TYP RAKE ASSEMBLY 5/4X10 WD FASCIA W/ METAL DRiP EDGE OVER; PRIMED AND PAINTED, TYP R-21 GATT INSULATION 0 RiM, TYP TYP NEW MAiN FLOOR ASSEMBLY P.T. PLATE OVER SiLL SEALER, TYP TYP NEW EXTERIOR WALLASSEMBLY0 GARAGE -SiDiNG PER ELEVATIONS -HENRY 13LUESKiN V12100 BUILDING WRAP OR BETTER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -5/8" TYPE "X" GWB TYP NEW GARAGE S.O.G. 4" REINFORCED CONCRETE SLAB ON GRADE PER STRUCTURAL -6MiL VAPOR BARRIER -4" FREE -DRAINING GANULAR FiLL -UNEXCAVATED SUBGRADE NEW CONCRETE WALKWAY PER STRUCTURAL TEMPROOF 250GC, XYPEX, OR APPROVED EQUAL WATERPROOFING 9 ALL NEW & EXPOSED EXISTING BELOW GRADE FOUNDATIONS, TYP EXISTING FOOTING DRAIN, VERIFY EXISTING CONCRETE FOUNDATION AND FOOTING OR PER STRUCTURAL TYP NEW ROOF ASSEMBLY (2) 2" DIAMETER HOLES PER BAY W/ NON CORROSIVE WiRE INSECT SCREEN, TYP — TYP EAVE ASSEMBLY 2" CONTINUOUS FLUSH VENT W/ NON -CORROSIVE WiFE INSECT SCREEN, TYP 5/4X10 WD FASCIA W/ METAL DRiP EDGE OVER; PRIMED AND PAINTED, TYP TYP NEW EXTERIOR WALL ASSEMBLY — TYP NEW UPPER FLOOR ASSEMBLY METAL SiDE WALL FLASHING, RUN UP WALL MiN 8", TYP TYP NEW ROOF ASSEMBLY TYP RAKE ASSEMBLY 5/4X10 WD FASCIA W/ METAL DRiP EDGE OVER; PRIMED AND PAINTED, TYP TYP NEW EXTERIOR WALL ASSEMBLY TYP NEW MAiN FLOOR ASSEMBLY OVER UNCONDITIONED SPACE P.T. PLATE OVER SiLL SEALER, TYP 10 MiL POLYEURETHANE MEMBRANE Cad CRAWLSPACE, WRAP UP WALLS MiN 12", OVERLAP 12" NEW FOUNDATION AND FOOTING PER STRUCTURAL TEMPROOF 250GC, XYPEX, OR APPROVED EQUAL WATERPROOFING 9 ALL NEW & EXPOSED EXISTING BELOW GRADE FOUNDATIONS, TYP — 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EXISTING FOUNDATION DRAIN AND STORM SEWER SURROUND 4" PERFORATED PVC PiP DRAIN BY 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. WALL SECTION SCALE:1/2" = T-0" EXISTING GRAI L U z L z 00 L (� Q Q L 0 z U) o N z (fl O 0 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: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET WALL SECTIONS AND DETAILS A4,1 TYP NEW ROOF ASSEMBLY TYP EAVE ASSEMBLY 5/4X10 WD FASCIA; PRIMED AND PAINTED, TYP TYP NEW EXTERIOR WALL ASSEMBLY TYP NEW UPPER FLOOR ASSEMBLY METAL SiPE WALL FLASHING, RUN UP WALL MiN 8", TYP TYP NEW ROOF ASSEMBLY TYP RAKE ASSEMBLY 5/4X10 WD FASCIA W/ METAL DRiP EDGE OVER; PRIMED AND PAINTED, TYP TYP NEW EXTERIOR WALL ASSEMBLY TYP NEW MAiN FLOOR ASSEMBLY OVER UNCONDITIONED SPACE P.T. PLATE OVER SiLL SEALER, TYP NEW FOUNDATION AND FOOTING PER STRUCTURAL NEW CONCRETE WALKWAY PER STRUCTURAL; SLOPE AWAY FROM HOUSE TEMPROOF 250GC, XYPEX, OR APPROVED EQUAL WATERPROOFING Cad ALL NEW & EXPOSED EXISTING BELOW GRADE FOUNDATIONS, TYP 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EXISTING FOUNDATION DRAIN AND STORM SEWER SURROUND 4" PERFORATED PVC PiP DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRIC (MiRAFi 14DN, 5UPAC 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. 10 MiL POLYEURETHANE MEMBRANE 9 CRAWLSPACE, WRAP UP WALLS MiN 12", OVERLAP 12" WALL SECTION SCALE:1/2" = T-O" WALL SECTION SCALE:1/2" = T-O" POST BEYOND PER STRUCTURAL, WRAP PER DETAIL WD HANDRAIL 2X2 WD BALLUSTER MAX 4" SPACING WD TOP RAiL, SLOPE TO DRAIN PARAPET WALL ASSEMBLY -SiDiNG PER ELEVATION -HENRY 13LUESKiN VP100 BUILDING WRAP -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -CDX PLYWOOD SHEATHING PER STRUCTURAL -HENRY BLUESKiN VP100 BUILDING WRAP -SiDiNG PER ELEVATION TYP WATERPROOF DECK ASSEMBLY METAL SiDEWALL FLASHING W/ COUNTERFLASHiNG W/ INSIDE/OUTSIDE CORNER FLASHING PER MFR. RUN UP SiDE WALL MiN 8"— CANT STRIP METAL SiDEWALL FLASHING, RUN UP SiPE WALL MiN a METAL EDGE FLASHiNG— K-STYLE METAL GUTTER 5/4X10 WD FASCIA, PAINTED TYP EAVE ASSEMBLY 2" CONTINUOUS FLUSH VENT W/ NON CORROSIVE WiRE INSECT SCREEN, TYP BEAM PER STRUCTURAL, WRAP PER DETAIL WD DECK RAILING DETAIL SCALE:1/2" = T-0" TYP NEW ROOF ASSEMBLY TYP EAVE ASSEMBLY 5/4X10 WD FASCIA; PRIMED AND PAINTED, TYP TYP NEW EXTERIOR WALL ASSEMBLY TYP NEW MAiN FLOOR ASSEMBLY OVER UNCONDITIONED SPACE P.T. PLATE OVER SiLL SEALER, TYP NEW FOUNDATION AND FOOTING PER STRUCTURAL TEMPROOF 250GC, XYPEX, OR APPROVED EQUAL WATERPROOFING 9 ALL NEW & EXPOSED EXISTING BELOW GRADE FOUNDATIONS, TYP 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EXISTING FOUNDATION DRAIN AND STORM SEWER SURROUND 4" PERFORATED PVC PiP DRAIN BY 6" MiN V 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. 10 MiL POLYEURETHANE MEMBRANE 9 1/4":12" SLOPE TO SCUPPER L' 1 I I I 1 i L U Z o L Q Z 00 L (� Q Q Lu 0 Z Cn 0 N Z cfl O 0 L 9716 REGISTERED V__) ARCHITECT x�w �. 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: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET WALL SECTIONS AND DETAILS A4,2 iNTERiOR EXTERIOR iNTERiOR EXTERIOR FOLD UP HENRY 13LUESKiN R-10 FOAM @ TYP EXTERIOR WEATHER RESISTIVE BARRIER AND TEMPORARILY SECURE R-10 FOAM @HEADER TYP TYP EXTERIOR HEADER TYP WALL ASSEMBLY WEATHER RE5i5TiVE WALL ASSEMBLY BARRIER HEADER PER STRUCTURAL 1/2" GWB SELF-ADHESIVE WATERPROOF OR EXIST SELF-ADHESIVE WATERPROOF WD TRiM MEMBRANE INSTALL PER DETAIL MEMBRANE INSTALL PER 7/ 4.3 PER TYP 8/A4.3 EXTERIOR SHEATHING 1/2" GWB DETAIL MTL FLASHING OVER WD TRiM EXTERIOR SHEATHING MTL FLASHING OVER WD TRIM 15/A4.3 _A� WD TRiM PER HEADER PER TAPE WEATHER RESISTIVE 4 FOLD UP BLUESKiN WEATHER- TYP DETAIL STRUCTURAL PREPRiMED CEDAR TRIM BARRIER SiLL PLATE RESISTIVE BARRIER & TEMPORARILY SECURE 13/A4.3 PER TYP DETAIL 14/A4.3 HENRY BLUESKiN WP25 WD TRiM PER TYP DETAIL DOOR JAMB WINDOW LINER 12/A4.3 PRE -HUNG DOOR PER SCHEDULE 3 WINDOW PER WINDOW WEATHER- INSTALLED SCHEDULE YRiPPiNG WINDOW 3 WEATHER -RESISTIVE w w HENRY BLUESKiN BARRIER TYP WIND�OW�HEADTYP E CORNER SILL PLATEXTERIOR DOOR HEAD � J WP254"OR6';NO C° m CUTS NECESSARY C@ O1" =1'-O" z 5 _ = DO NOT FLASH \ O w TYP EXTERIOR WALL OVER BOTTOM ASSEMBLY TYP EXTERIOR WALL ASSEMBLY NAILING FLANGE \ HENRY BLUESKiN WP25 O @ CORNER z N WD TRiM PER TYP SELF-ADHESIVE WATERPROOF DETAIL 12/A4.3 MEMBRANE INSTALL PER DETAIL b/A4Z WINDOW FLASHING ® (Dw z C) WD TRIM PER TYP DETAIL 14/A4.3 1. CUT THE 13LUESKiN FLUSH WiTH THE ROUGH 15. REPEAT 5TEP511-14 TO SEAL ALL EDGES OF THE Q w 0')OPENING R0: SiLL, JAMBS, AND HEAD HENRY BLUESKiN > Q 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 Q SELF-ADHESIVE WATERPROOF OF THE ROUGH OPENING SPECIFIED, SEALANT 15 NOT REQUIRED BEHIND THE BLUESKiN WP25 W MEMBRANE INSTALL PER 7/4.3 PRE -HUNG DOOR 3. FOLD UP BLUESKiN FLAP AT HEAD AND NAiL FLANGE ® QQ LL 0 PER SCHEDULE TEMPORARILY SECURE WiTH TAPE N � WD TRIM PER TYP DETAIL DOOR JAMB 4. USE BLUESKiN WP25 4" OR WIDER TO COUNTER- SEAL TOP OF JOISTS � Z 13/A4.1 WD TRIM PER TYP DETAIL 15/A4.3 4. CUT BLUESKiN WP25 (4") TO FiT THE D0 [DEPTH OF FLASH THE FLANGE IN WEATHER -LAP FASiON UNDER DECKING = 0 Q THE SiLL ADDING 3" OVERHANG TO THE EXTERIOR 18. BOTTOM FLANGE REMAINS UNTAPED JAMB 1/2 GWB 1/2" GWB 5. FOLD BLUESKiN WP25 ALONG THE SPLIT BACKING FLASHING EXTENDS 2" PAST LOWER EDGE OF FLANGE Q TYP WINDOW �IA�MB TYP EXTERIOR DOOR JAMB PAPER 19. HEAD FLASHING EXTENDS 1" PAST THE OUTER 6. SLIDE INTO CORNER EDGES OF THE JAMB L1J FLASHING 5 7. PEEL OFF ONE BACKING STRIP AFTER ANOTHER 1" =1'-O" 1" =1,-0" AND PRESS ON FIRMLY 20. DRAPE THE BLUESKiN FLAP OVER THE HEAD 5 8. STARTING AT THE CORNER, SPREAD THE LOOSE FLASHING G 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 SUBFLOOR ALUMINUM THRESHOLD 10. REPEAT STEPS 8 AND 9 TO SEAL ALL CORNERS TiE-iN WiTH WEATHER RESISTIVE BARRIER INSTRUCTIONS 2x_ WD SiLL W/ SLOPE & DRiP 11. CUT BLUESKiN WP25 6" OR WIDER TO LENGTH 1. INTEGRATE INSTALLATION OF HENRY BLUESKiN WEATHER -RESISTIVE 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 a 12. FOLD BLUESKiN WP25 ALONG THE SPLIT ALLOW FOR HENTRY BLUESKiN WP25 iNSTALLATiON NOTES: MEMBRANE, INSTALL PER 7/A .3 BACKING PAPER 3. INSTALL HENRY BLUESKiN WP25 HEAD FLASHING UNDER WEATHER- 1. ViSiT RESiDENTiAL.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 a RO 4. FOLD WEATHER -RESISTIVE BARRIER BACK OVER HEAD FLASHING AND 2. INSTALL HENRY 13LUESKiN WP25 iN ORDER AS SHOWN BY WALL ASSEMBLY 14. PEEL OFF SECOND BACKING PAPER AND SEAL 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 DOOR�THRESHOLD HENRY BLUESKIN WP25 FLASHING DTL R HENRY BLUESKIN WP25 FLASHING DTL @ EXTERIOR 3 1" = 1' 7 N.T.S. v N.T.S. 9716 REGISTERED TYPICAL WINDOW NOTE: V/- � ARCHITECT 1. INSTALL BACKER ROD AND/OR FOAM INSULATION @ ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP HEIDI MICHELLE HELGESON R-10 FOAM @ HEADER TYP EXTERIOR WALL 2x5 HEAD TRiM W/ 1x5 HEAD TRiM 1x5 HEAD TRiM STATE OF WASHINGTON ASSEMBLY 1/2" REVEAL TYP METAL FLASHING OVER 2x5 HEAD TRIM W/ 1/2" REVEAL METAL FLASHING OVER 1/2" REVEAL HEADER PER SELF-ADHESIVE 1/2" REVEAL 1/2" GWB, TYP STRUCTURAL WATERPROOF 2x4 WD TRIM @ SIDES 2x4 WD TRiM @ WD TRiM PER TYP MEMBRANE INSTALL SIDES TILE OVER PER 7/A4.3 1/2 x4 WD TRiM @ SIDES 1/2 x4 WD TRIM DETAIL 15/A4.3 DOOR PER SCHEDULE tE WATERPROOFED MTL FLASHING OVER'L@ SIDES BACKER BRD. WD TRiM __2L 4. WINDOW PER WINDOW LiNE OF DOOR DOOR JAMB WRAP TiLE @ WD TRiM PER TYP SCHEDULE JAMB, TYP LiNE OF DOOR DOOR FRAME WD TRiM PER TYP WINDOW HEAD DETAIL 12/A4.3 WINDOW PER WINDOW JAMB, TYP 2x_ WOOD SILL, WITH SCHEDULE DETAIL 15/A4.3 WINDOW PER WINDOW SEALANT SLOPE AND DRiP, SET DOOR PER DOOR DOOR PER DOOR DOOR PER SCHEDULE 1/2" GWB SCHEDULE PROUD OF FACE OF SiDE SCHEDULE SCHEDULE'All TRiM TYP 5/4x_ WOOD SiLL, PAINTED TYP WNDW HEAD SHOWE TYP E�XT�.WNDW TRIM TYP I NT. WNDW TRIM TYP E�XT�.DOOR TRIM TYP I NT. DOOR TRIM TYP I NT DOOR HEAD TYP I NT DOOR JAMB 1" =1'-0" 15 1" =1'-0" 17 2X4 CEDAR RAFTERS @ TYP EXTERIOR WALL ASSEMBLY 9"+/- O.C., NOTCHED INTO 2X, PAINTED H 2 D WD TRiM PER TYP CL 2X8 CEDAR BEAMS, DETAIL 12/A4.3 CE DOOR, WHERE OCCURS DOOR, WHERE OCCURS PAINTED A R C H I T E C T U R E FiNiSH WOOD FLOORING FiNiSH WOOD FLOORING CEILING 4X6 CEDAR TOP MEMBER + SELF-ADHESIVE SCHLUTER TRAN5iTi0N SCHLUTER 5CHIENE 3/8" PIA X 8" LAG BOLTS AND D E S I G N WATERPROOF MEMBRANE TYP WALL ASSEMBLY TRANSITION STRIP, WASHERS; COUNTERSUNK FLUSH INSTALL PER 7/A4.3 1/2"x6 WOOD BASE, ALUMINUM 5/8" GW STRUT FROM 4X4 (RiP EDGES PAINTED CARPET TiLE FLOORING FOR 3 NET WIDTH) 23020 EDMONDS WAY, #113 SEALANT 1x_ WD TRIM @ J 1/2" PIA LAG BOLT, COUNTER SUBFLOOR SUBFLOOR Q E D M O N IDS, WA 9802 0 WRAP TILE @ WINDOW JAMB STRIP, ALUMINUM BEAM WRAP, SUNK FLUSH _ P . 2 0 6 5 4 2 3 7 3 4 FiNiSH FLOORING PAINT GRADE 3/8" PIA X 8" LAG BOLTS---------------------------- OLTS TILE OVER WATERPROOFED = _ ww. w. h 2 d a r c h i t e c t s. c o m BACKER BOARD N AND WASHERS 4X4 CEDAR VERTICAL MEMBER TYP WNDW JAMB @ SHOWE 1 Q TYP WD BASE DTL Q TYP WD�TO�CRPT TRANSITION 20 TYP WD TO TILE TRANSITION 21 TYP BOX BEAM DETAIL TYP. TRELLIS DETAIL O 1=1-p' 1 �.J 3/4 =1-O 1 �J 1 1/2 -1 0 1 1/2 -1 O 22 1 =1-0 DATE: 12/2/2019 REV DATE: 4/8/2020 FRAMED WALL PERMIT SET TiLE OVER WATERPROOFED BACKER TYP ASSEMBLY: TEMPERED CLEAR -TILE TEMPERED GLASS TiLE, THiNSET OVER FULLY BOARD -THIN SET TiLE SHOWER PANEL GLASS SHOWER WATERPROOFED BACKER WRAP TiLE @ SiLL, SLOPE TO DRAIN -CEMENT BACK BPANEL SLOPE BOARD PANEL BOARD � -WATERPROOF MEMBRANE BUILT-UP CURB LOW PROFILE ALUMINUM OR BED OF SEALAN LOW PROFILE ALUMINUM SEALANT -FRAMED WALL FLOOR TiLE OVER 31/2 S.S. U-CHANNEL TiLE OR S.S. U-CHANNEL TYP. DETAILS SLOT' 2x_ WD SiLL W/ SLOPE & DRIP RECESSED SHELF SUBSTRATE AND BED OF SEALANT GWB SUBN SHOWER FLOOR � -- P.T. BENCH FRAME SLOPE SiLL TO DRAT "' WATERPROOFING MUD SET SELF-ADHESIVE WATERPROOF SiLL MATERIAL PER TYP FLOOR �� TiLE OVER MUD SET OVER CEMENT SHOWER PAf�-� MEMBRANE INSTALL PER 7/A4.3 FiNiSH SCHEDULE , 4" ASSEMBLY TYPN, SLOPE TO DRAIN, BACKER BOARD TiLE TYP EXTERIOR WALL ASSEMBLY BLOCKING FRAMED WALL NOTE: CONTRACTOR TO FULLY WATERPROOF ALL AREAS OF FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP SHOWER INCLUDING BUT NOT LiMiTED TO NICHE, WALLS, *FULLY WATERPROOF SHOWER WALLS TYP SHOWER PAN, AND CURB TYP WNDW SILL @ SHOWER TYP RECESSED SHELF DTL /� TYP U-CHANNEL DTL CURB TYP U-CHANNEL WALL TYP BENCH DTL -SECTION 1" =1'-0" 2 � 1"=1'_p�� 24 1�� =1'-0�� 2 5 1�� -1'-0" PLAN ViEW �� _ �_ �� 1-1/2 -1 0 A4,3 Im WIDTH VARIES (SEE NOTE 5' (TYP) [18" CURB (TYP) :E NOTE 7) WIDTH VARIES (SEE NOTE 6) WIDTH VARIES (SEE NOTE 6) ni inn /^I I - CRUSHED SURFACE BASE COURSE PER WSDOT STD SPEC 9-03.9(3) (SEE NOTE 1) HMA CLASS 1/2" PG 64-22 (SEE NOTES 2 & 3) NOTES: 1. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. CSBC SHALL BE INSTALLED IN MULTIPLE LIFTS OF EQUAL THICKNESS WHEN EXCEEDING 6" THICKNESS. 2. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 3. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 4. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 5. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMLY SEALED PER WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A. 6. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE TABLE OF STREET STANDARDS FOR RIGHT-OF-WAY AND PAVEMENT WIDTHS. 7. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE SIDEWALK STANDARDS FOR SIDEWALK REQUIREMENTS. 8. REFER TO CITY STANDARD CURB DETAILS. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT `St. 18y- PUBLIC STREET APPROVED BY: R. ENGLISH RIGHT OF WAY DETAIL 5CALE:I = 1'-0" REVISION DATE NOVEMBER 2018 STANDARD DETAIL TR-505 5-1/2" _11"I r - 1" BATTER R=1" cv 0.05 FT/FT 4 cD a 4"-5/8" J 18" STANDARD MINUS CSTC SEE NOTE 11 2' MIN SAWCUT SEE NOTE 10 6"-5/8" MINUS CSTC STANDARD TYPE "A" CURB/GUTTER (NOT TO SCALE) NOTES: HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER SEE NOTE 12 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. REVISION DATE CITY OF EDMONDS CONCRETE CURB JANUARY 2018 AND GUTTER PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R- 5 2 0 RIGHT OF WAY DETAIL 5CALE:I = 1'-0" CURB/GUTTER SEE COESTD DTL TR-R-520 a a PLAN VIEW (NOT TO SCALE) 5' MIN FULL DEPTH 1/2" EXPANSION JOINT MATERIAL 2% MAX d 1/2" R a s a a d < 1/2" R .d d MIN 5/8" MINUS CSTC ON NATIVE BEARING SOIL SECTION VIEW SEE NOTE 9 NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE J" RADIUS CITY OF EDMONDS PUBLIC WORKS DEPARTMENT `St. 18y- CONCRETE SIDEWALK APPROVED BY: R. ENGLISH RIGHT OF WAY DETAIL 5CALE:I = 1'-0" 2•i REVISION DATE JUNE 2019 STANDARD DETAIL TR-531 W U z o W z 00 Lu Q Lu 0 z U) 0 N z (fl CO w 9716 REGISTERED V7-) ARCHITECT x�w Gpl. 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: 12/2/2019 REV DATE: 4/8/2020 PERMIT SET ROW CONSTRUCTION DETAILS ME, ■R GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2015 EDITION), & EDMONDS BUILDING CODE MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE. 2. DESIGN LOADING CRITERIA: FLOOR LIVE LOAD (RESIDENTIAL) . . . . . . . . . . . . . . . . . . 40 PSF DECK LIVE LOAD (RESIDENTIAL) . . . . . . . . . . . . . . . . . . . 60 PSF ROOF SNOW LOAD (Pf) . . . . . . . . . . . . . . . . . . . . . . . 25 PSF ►'►'f11I11 BASIC WIND SPEED (3-SECOND GUST) . . . . . . . . . . . . . . . . 110 MPH WIND IMPORTANCE FACTOR (I w) . . . . . . . . . . . . . . . . . . . . . 1.0 WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . B TOPOGRAPHICAL FACTOR (Kz t) . . . . . . . . . . . . . . . . . . . . . 1.00 EARTHQUAKE: LAT. / LONG . . . . . . . . . . . . . . . . . . . . . . 47.815 / -122. 378 SEISMIC IMPORTANCE FACTOR (Ie) . . . . . . . . . . . . . . . . . . . 1.0 SEISMIC USE GROUP . . . . . . . . . . . . . . . . . . . . . . . . . . . I MAPPED SPECTRAL RESPONSE (Ss/Si) . . . . . . . . . . . . . . .1.27g/0.50g SPECTRAL RESPONSE COEF. (SDS/SD 1) . . . . . . . . . . . . . . 0.85g /0. 50g SEISMIC FORCE RESISTING SYSTEM: . . . . . . . . . . .PLYWOOD SHEAR WALLS DESIGN BASE SHEAR . . . . . . . . . . . . . . . . . . . . . . . . . 8. 70k SEISMIC RESPONSE COEFICIENT (Cs) . . . . . . . . . . . . . . . . . .0.131 SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . D RESPONSE MODIFICATION FACTOR (R) . . . . . . . . . 6.5 ANALYSIS PROCEDURE . . . . . . . . . . . . . . .EQUIVALENT LATERAL FORCE REFERENCE: USGS NATIONAL SEISMIC HAZARD MAPPING PROJECT, 2008 DATA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CON- DITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CON- STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST VERIFIED. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. 5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENINGS THROUGH EXISTING CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON - CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 8. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. A. CONCRETE CONSTRUCTION B. STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH -STRENGTH FIELD BOLTING) C. EXPANSION BOLTS AND THREADED EXPANSION INSERTS D. EPDXY GROUTED INSTALLATIONS 9. STRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 1702 AND 1709 OF THE SEATTLE OR INTERNATIONAL BUILDING CODE FOR THOSE STRUCTURAL ELEMENTS THAT FORM THE LATERAL -FORCE -RESISTING SYSTEM, AS FOLLOWS: A. PLYWOOD ROOF AND FLOOR DIAPHRAGMS, INCLUDING COLLECTORS B. PLYWOOD SHEARWALLS, INCLUDING STRAPS AND HOLDOWNS C. CONCRETE SHEARWALLS D. STEEL BRACED FRAMES THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION, AS FOLLOWS: A. DURING FOUNDATION AND CONCRETE CONSTRUCTION ?AFTER REBAR, HOLDOWN AND ANCHOR BOLT PLACEMENT, BUT PRIOR TO CONCRETE PLACEMENT. B. DURING FRAMING ?AFTER HOLDOWN AND STRAP INSTALLATION, AND AFTER SHEARWALL AND DIAPHRAGM NAILING, BUT PRIOR TO COVER WITH INTERIOR OR EXTERIOR FINISHES, INCLUDING ROOFING AND BUILDING PAPER. C. DURING STEEL CONSTRUCTION ?AFTER STEEL ERECTION AND WELDING, BUT PRIOR TO COVER WITH FINISHES OR OTHER STRUCTURE SUCH AS NAILERS. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCT- URAL SYSTEM BY THE REGISTERED DESIGN PROFESSIONAL FOR GENERAL CON- FORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 110, 1704 OR OTHER SECTIONS OF THE CODE. THE OWNER SHALL EMPLOY THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES WILL BE REPORTED IN WRITING TO THE ARCHITECT AND CONTRACTOR. RECOMMENDATIONS FOR MITIGATION OF DEFICIENCIES WILL BE INCLUDED IN THESE REPORTS. THE CONTRACTOR SHALL MITIGATE ANY DEFICIENCIES FOUND AND PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS TO OBSERVE THE MITIGATION OF THE DEFICIENCIES. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER WILL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS NOTED ABOVE HAVE BEEN MADE AND WILL IDENTIFY ANY REPORTED DEFICIENCIES WHICH TO THE BEST OF THE STRUCTURAL OBSERVERLS KNOWLEDGE HAVE NOT BEEN MADE. 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. A. STRUCTURAL STEEL B. REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) C. OPEN WEB WOOD (OR COMBINATION WOOD/STEEL) TRUSSES D. CONNECTOR PLATE WOOD ROOF TRUSSES APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. ;e]x1�1�11:111[1L11 190P►111Na11 12. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH ACI 301. CONCRETE SHALL ATTAIN A 280AY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTION FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE ACI 301. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIRENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 19.3.2.1 OF THE ACI 318. 14�[IIII11 23. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 13. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ALL REBAR SHALL BE 90% MINIMUM RECYCLED CONTENT. SUBMIT MANUFACURERS 24 CERTIFICATE OF RECYCLED CONTENT TO ARCHITECT AND STRUCTURAL ENGINEER. 14. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACI 318. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 24' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2'0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 15. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES . . . . . . . . . . . . . . . . 1 1/2" 16. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 17. EXPANSION BOLTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE "STRONG -BOLT" ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. 18. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2508. 11. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE 19. TITEN HD ANCHORS SPECIFIED ON THE DRAWINGS SHALL CONSIST OF "TITEN HD" ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER HEAVY DUTY SCREW ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY ANDINSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2713. FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE . . . . . . . . . . 2,000 PSF LATERAL EARTH PRESSURE . . . . . . . . . . . 35 PCF STEEL 20. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE AISC SPECIFICATIONS AND CODES: A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360) B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303) C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. BOLTS IN SHEAR OR BEARING TYPE CONNECTIONS NEED ONLY BE TIGHTENED TO THE SNUG TIGHT CONDITION PER SECTION 8(C). 21. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS. PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36, FY = 36 KSI. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, FY = 35 KSI. SQUARE OR RECTANGULAR STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307. THREADED ROD AND STUDS SHALL CONFORM TO ASTM A36. 22. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. JOISTS: (2X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, FB = 850 PSI (3X & 4X MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FB = 1000 PSI STRUCTURAL LIGHT FRAMING: DOUGLAS FIR NO. 2 (INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB = 900 PSI BEAMS AND STRINGERS: DOUGLAS FIR NO. 1 (INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI POSTS AND TIMBERS: DOUGLAS FIR NO. 1 (6X6 AND LARGER ) MINIMUM BASE VALUE, FC = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE 2X6 STUDS AND PLATES: HEM -FIR NO.3/ STUD GRADE 2X AND 3X T & G DECKING HEM -FIR COMMERICAL DEX, MINIMUM BASE VALUE, FB = 1350 PSI ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE NER REPORT AND GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. PSL FB = 2900 PSI E = 2000 KSI FV = 290 PSI NER-292 LSL FB = 2250 PSI E = 1500 KSI FV = 285 PSI NER-481 LVL FB = 2600 PSI E = 1800 KSI FV = 285 PSI NER-126 DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. ALL PROPOSED HOLE SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES. 25. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com Project Contact Lexee Navarre tel 206 624 4760 ex. 30 fax 206 447 6971 Inavarre@harriottvalentine.com Project Architect H2D Architecture + Design 23020 Edmonds Way, #113 Edmonds. WA 98020 A. TOP CHORD LIVE LOAD . . . . . 25 PSF B. TOP CHORD DEAD LOAD . . . . . 10 PSF Project C. BOTTOM CHORD DEAD LOAD . . . . 5 PSF Murphy Property D. TOTAL LOAD . . . . . . . . . 40 PSF 406 2nd Avenue North Edmonds, WA 98020 WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCT- STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP©OWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. ALL LUMBER IN TRUSSES SHALL BE FSC CERTIFIED AND SHALL BEAR THE FSC STAMP. 26. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING MAY BE USED IN LIEU OF PLYWOOD. A. ROOF SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 40/20. C. WALL SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. ALL SHEATHING SHALL BE FSC CERTIFIED AND SHALL BEAR THE FSC STAMP. Issue Date Issue Description 12/3/19 Permit Building Department Approval Drawing Title GENERALSTRUCTURAL NOTES Drawing Number S100 7 w 0- 0 ry d 11 HV 27. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND COLUMNS. 28. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. 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. UN- LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA- SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE EITHER STAINLESS STEEL (SST300), POST HOT -DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI- MUM OF 1.850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" OR "IUT" SERIES JOIST HANGERS. 29. NAILS - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6D 2" 0. 113" 8D 2-1/2" 0. 131" 10D 3" 0. 148" 12D 3-1/4" 0. 148" 16D 3-1/2" 0. 162" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 30. STRONG -WALLS SHALL CONSIST OF PREFABRICATED WOOD SHEAR PANELS AS MANUFACTURED BY THE SIMPSON COMPANY AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ICC ESR-1267. 31. WOOD FRAMING NOTESTUE FOLLOWING APPLY UNLESS OTHERWISE SHOWN: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X4 STUDS @ 16" O.C. AT INTERIOR WALLS AND 2X6 @ 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2X8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COL- UMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16D AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE SIX 16D NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4' 0" O.C. UNLESS INDICATED OTHERWISE. INDIVI- DUAL MEMBERS OF BUILTUP POSTS SHALL BE NAILED TO EACH OTHER WITH 16D @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5D COOLER NAILS FOR 1/2" GWB AND 6D COOLER NAILS FOR 5/8" GWB. WHEN NOT OTHERWISE NOTED, PROVIDE 1 /2" (NOM.) APA RATED SHEATHING ( SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8D @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH METAL JOIST HANGERS IN ACCORDANCE WITH TIMBER CONNECTOR NOTE. NAIL ALL MULTIJOIST BEAMS TO- GETHER WITH 16D @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUEANDOROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16D @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com Project Contact Lexee Navarre tel 206 624 4760 ex. 30 fax 206 447 6971 Inavarre@harriottvalentine.com Project Architect H2D Architecture + Design 23020 Edmonds Way, #113 Edmonds. WA 98020 Project Murphy Property 406 2nd Avenue North Edmonds, WA 98020 Issue Date Issue Description 12/3/19 Permit Building Department Approval Drawing Title GENERALSTRUCTURAL NOTES (CONTINUED) Drawing Number 7 Simi HV \lf%Trl rrr 4 r% /r A A rnn Tvnrn A I PLAN NOTES 1. SW__ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S4.0. REFER TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 2. REFER TO GENERAL STRUCTURAL NOTES FOR FLOOR OR ROOF SHEATHING TYPE, THICKNESS, AND NAILING. 3. COLUMNS SHALL BE DOUBLE STUD MINIMUM, UNLESS NOTED OTHERWISE. SEE 11/S4.0. 4. AT ALL SHEARWALLS PROVIDE DOUBLE TOP PLATES AND SPLICE PER 12/S4.0. 5. CS__ INDICATES COILED STRAP TYPE PER SCHEDULE 1/S4.0. REFER TO DETAILS FOR TYPICAL STRAP ASSEMBLY. 6. POSTS ❑, INCLUDING ENDS OF WALL OPENINGS, SHALL BE (2)2x6 UNLESS NOTED OTHERWISE. 7. WHERE NEW CONCRETE WALLS OR FOOTING ABUT EX. CONCRETE, PROVIDE DOWELS #4 x 2'-0" TO MATCH HORIZ. REINFORCING, EMBED 5" IN EPDXY GROUT. 8. SEE 10/S4.0 FOR TYPICAL HOLDOWN REQUIREMENTS AT CONCRETE WALLS AND FOOTINGS. 9. SLAB —ON —GRADE SHALL BE PLACED AND CURED FOR A MINIMUM OF SEVEN DAYS BEFORE RETAINING WALLS ARE BACKFILLED. SEE RETAINING WALL DETAILS FOR SPECIFIC CONFIGURATION. 10. CORNER BARS PER 6/S3.0. LEGEND SPAN EXTENT X SECTION DETAIL X. (FB) FLUSH BEAM (PT) PRESSURE —TREATED (KP) KING POST COLUMN ABOVE NOTE! SEE 6 S4.0 FOR INSTALLATION OF HEAVY DUTY HOLDOWNS. Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com 9 Project Contact Lexee Navarre tel 206 624 4760 ex. 30 fax 206 447 6971 Inavarre@harriottvalentine.com I OJcL Project Architect ❑ COLUMN BELOW H2D Architecture + Design SLAB ON GRADE PER 5/S3.0 ^ Edmo 020 Edmonds WA98020 ' #113 NEW STRUCTURAL WALL EXISTING STRUCTURAL WALL NEW CONCRETE WALL EXISTING CONCRETE WALL Project Murphy Property 406 2nd Avenue North Edmonds, WA 98020 ALL —THREAD HOLDOWN AT I I ; — — — - I Issue Date Issue Description END OF SHEARWALL ABOVE -- 12/3/19 Permit ��- _�--- _---------.-- , --- .r -.a �, -- -- -- r - , STRAP HOLDOWN AT END OF SHEARWALL ABOVE NOTE!! EXISTING FRAMING MEMBERS AS INDICATED ON THIS PLAN ARE ASSUMED FOR DESIGN PURPOSES ONLY. HARRIOTT VALENTINE ENGINEERS SHALL NOT BE HELD LIABLE FOR LOCATION/ SIZE OF EXISTING MEMBERS AS CALLED ON THIS PLAN. EXISTING MEMBERS SHALL BE VERIFIED AND REPORTED TO STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. HANGER SCHEDULE (NOT ALL USED) MEMBER (FLAT ONLY) HANGER FACE NAILING CAPACITY (Cd = 1.0) 26 LUS26 10d COMMON 830 lb 2x8 LUS28 10d COMMON 1055 lb 2x10 or 2x12 LUS210 10d COMMON 1275 lb INSTf JLL IV OF I LD I II �.,,-,L 12' WIDE CONCRETE FOOTING. CONTRACTOR JLL I,V IL , INSTALLATIO OF HOEDOWNS IN EXISTING CONCRETE. TO VERIFY AND REPORT TO STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION MAIN FLOOR FRAMING & FOUNDATION PLAN scale: 1/4" = V-0" Building Department Approval Drawing Title MAIN FLOOR FRAMING & FOUNDATION PLAN Drawing Number S2.0 ry w d O ry d 0— CD G ■ A FRAMING PLAN NOTES 1. SW__ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S4.0. REFER TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 2. REFER TO GENERAL STRUCTURAL NOTES FOR FLOOR OR ROOF SHEATHING TYPE, THICKNESS, AND NAILING. 3. COLUMNS SHALL BE DOUBLE STUD MINIMUM, UNLESS NOTED OTHERWISE. SEE 11/S4.0. 4. AT ALL SHEARWALLS PROVIDE DOUBLE TOP PLATES AND SPLICE PER 12/S4.0. 5. CS__ INDICATES COILED STRAP TYPE PER SCHEDULE 1/S4.0. REFER TO DETAILS FOR TYPICAL STRAP ASSEMBLY. 6. POSTS 0, INCLUDING ENDS OF WALL OPENINGS, SHALL BE (2)2x6 UNLESS NOTED OTHERWISE. LEGEND SPAN EXTENT X SECTION DETAIL X. Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.hardottvalentine.com (FB) FLUSH BEAM I V - (PT) PRESSURE -TREATED o r_7 (KP) KING POST I - _ CN J CV COLUMN ABOVE 6+6 %IQ �� o 0 COLUMN BELOW G O''AI;1 — PROVIDE (2)CS16 STRAPS 0 NEW STRUCTURAL WALL " PLYWOOD/UN ER PLATE CON UCJS 2x8 HDU5 PER 4/S3.1 EXISTING STRUCTURAL WALL �+ @ 24 c can \� }�,^�'` 4_ i `�s+ �J +� y/�' 6 ' j\ �\ o�� o�� s % j 39927 NEW CONCRETE WALL 3 1 4 FB BEARING WALL �,�' EXISTING CONCRETE WALL Co SW5 L1 -------------- ----- --- -- -----------�--- �AL 12/3/19 - ALL -THREAD HOLDOWN AT 9 1G\ " `D S3 6 Project Contact END OF SHEARWALL ABOVE 3. SEE 8/S3.1 FOR J ® (2)2x8 1\ ' I exee Navarre so OVERFRAMING DETAILS -------------P-SL-31 2x91 2- F R __ ________ _ _ @ 24 OC + I tel 206 624 4760 ex. 30 STRAP HOEDOWN AT °x° "I `V ----- ------ ------------- - --- -- ------- - �`�' �'� fax 206 447 6971 Inavarre@harriottvalentine.com END OF SHEARWALL ABOVE M 0 HANGER SCHEDULE (NOT ALL USED) MEMBER (FLAT ONLY) HANGER FACE NAILING CAPACITY (Cd = 1.0) 26 LUS26 10d COMMON 830 lb 2x8 LUS28 10d COMMON 1055 lb (2)2x12 LUS210-2 16d COMMON 1575 lb LVL 13/4x111/4 (2) LVL 13/4111/4 PSL 31/241/2 HU9 16d COMMON 16d COMMON 2305 lb 6415 lb 4845 lb HUC410 HHUS410 16d COMMON MEMBER (SLOPED ONLY) HANGER FACE NAILING CAPACITY (Cd = 1.15) 850 lb 26 LRU26Z 10d COMMON 2x8 LRU28Z 10d COMMON 905 lb 2x10 LRU21OZ 10d COMMON 1285 lb (2)2x8 U26-2 16d COMMON 1120 lb (2) LVL 13/4x71/4 LSSR41OZ 0.162 x 21/2 2035 lb SIMPSON STRONG WALL TO BE WSW18x7.5 UPPER FLOOR AND MAIN ROOF FRAMING (MAIN LEVEL WALLS' scale: 1/4" = 1'-0" Project Architect 1­12D Architecture + Design 23020 Edmonds Way, #113 Edmonds. WA 98020 Project Murphy Property 406 2nd Avenue North Edmonds, WA 98020 Issue Date Issue Description 1213/19 Permit Building Department Approval Drawing Title UPPER FLOOR & MAIN ROOF FRAMING PLAN Drawing Number S11 IY w a O IY d a_ 75 ■ TA FRAMING PLAN NOTES 1. SW__ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S4.0. REFER TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 2. REFER TO GENERAL STRUCTURAL NOTES FOR FLOOR OR ROOF SHEATHING TYPE, THICKNESS, AND NAILING. 3. COLUMNS SHALL BE DOUBLE STUD MINIMUM, UNLESS NOTED OTHERWISE. SEE 11/S4.0. 4. AT ALL SHEARWALLS PROVIDE DOUBLE TOP PLATES AND SPLICE PER 12/S4.0. 5. CS__ INDICATES COILED STRAP TYPE PER SCHEDULE 1/S4.0. REFER TO DETAILS FOR TYPICAL STRAP ASSEMBLY. 6. POSTS 0, INCLUDING ENDS OF WALL OPENINGS, SHALL BE (2)2x6 UNLESS NOTED OTHERWISE. LEGEND SPAN EXTENT X SECTION DETAIL X. SEE 8, OVERFI Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.hardottvalentine.com (FB) FLUSH BEAM 2 2x8 _;4 _ _ �, (PT) PRESSURE -TREATED w co �,, _� � N 11 (KP) KING POST o 3 .27 CO - COLUMN ABOVE C-4 0 COLUMN BELOW VA Q� 0�V:A. NEW STRUCTURAL WALL EXISTING STRUCTURAL WALL 39927 NEW CONCRETE WALL I SW2 N SW2 EXISTING CONCRETE WALL GIRDER TRUSS 12/3/19 TTRUSSES — ALL —THREAD HOEDOWN AT cal " Project Contact END OF SHEARWALL ABOVE — — � � (� 24 oc � — � � � — � � — 12 Lexee Navarre tel 206 624 4760 ex. 30 STRAP HOLDOWN AT 3. fax 206 447 6971 END OF SHEARWALL ABOVE I I I Inavarre@harriottvaIentine.com UPPER ROOF FRAMING (UPPER LEVEL WALLS' scale: 1/4" = 1'-0" Project Architect 1­12D Architecture + Design 23020 Edmonds Way, #113 Edmonds. WA 98020 Project Murphy Property 406 2nd Avenue North Edmonds, WA 98020 Issue Date Issue Description 12/3/19 Permit Building Department Approval Drawing Title UPPER ROOF FRAMING PLAN Drawing Number S12 IY Lu a O IY d a_ D 75 HV Harriott Valentine Engineers Inc. SEE 6/S4.0 FOR SHEARWALL PER PLAN BLOCK FULL -DEPTH OVER WALL SHEARWALL PER PLAN 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 HOLDDOWN DETAILS tel 206 624 4760 fax 206 447 6971 BLOCK ONE JOIST BAY BLOCK ONE JOIST BAY www.harriottvalentine.com EACH SIDE FULL -DEPTH JOISTS PER PLAN EACH SIDE FULL -DEPTH @ 48"oc BEAR EACH JOIST 3� /2"� @ 48"oc BLOCK ONE JOIST BAY ` FULL -DEPTH @ 48"oc = = = = JOISTS PER PLAN d d a II A35 PER SW SCHEDULE A35 PER SW SCHEDULE a a LEDGER 2x10 (P.T.) - LEDGER 3x SHEARWALL PER PLAN - SHEARWALL PER PLAN - a WITH 5/8"0 ANCHOR (P.T.) WITH 11 USE P.T. PLATES, STUDS, - USE P.T. PLATES, STUDS, a BOLTS STAGGERED @ 24"oc a 5/8"0 ANCHOR II AND SHEATHING AND SHEATHING a BOLTS STAGGERED @ 8"oc \\�\\X\\X\\�\\\\ 0 a d a a d :7(2) a \,vA _ SEE 4/S3.0 FOR WALL �\,vA EXISTING CONCRETE 3'-0" (2) #4 CONT. V-4" #4 CONT. AND FOOTING CALLOUTS STRIP FOOTING 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" 3/4" = 1'-0" 4 4" THICK SLAB REINF. W/ #4 @ 18"oc EA. WAY CTR'D. CORNER BARS TO MATCH EXT. HORIZ. REINF. LEDGER 2x10 (P.T.) AS SHOWN % WITH 5/8"0 ANCHOR SHEARWALL PER PLAN 2x6 P.T. PLATE WITH TYPICAL • — — — — — — — — — 6 MIL VAPOR BARRIER BOLTS @ 32"oc 5/8" 0 ANCHOR BOLTS PER °° oo— SLAB o o°oo�°�°°2 0°°�°�°°�°oo (OMIT AT EXTERIOR SLABS) DOUBLE SW SCHEDULE (@ 48"oc 4" FREE -DRAINING ADD'L. CURTAIN VERTS. TYPICAL CORNER BARS: BLOCK ONE JOIST BAY IL ELSEWHERE) 24 GRANULAR FILL 24 F_ FULL -DEPTH @ 48"oc m. L r N Q� 0 CONTROL JOINT FORMER JOISTS PER PLAN • --- CONTROL "ZIP STRIP" 11/2" DEEP _ _ _ _ — o ° o — o° —oo JOINT °0 °° ° o°o°S� (JOINT MAY BE SAW -CUT CORNER BARS TO MATCH ���2� °2000°° 0°`200°� AT CONTRACTORS OPTION) HORIZONTAL REINFORCING HOOKS) �!% BEAM BEAM PER PLAN a ° LEDGER 3x ' (ALTERNATE \/ / Z AL CUT ALT. BARS AT JOINT �\ g : • ° �/ P T. WITH ( ) 12/3/19 2nd POUR 1st POUR SINGLE ��j c LCE4 POST CAP \/ 4 5 " /$ T ANCHOR -� PLASTIC JOINT KEY CURTAIN ADD L. TYPICAL CORNER BARS. \ \ C EACH SIDE // BOLTS @ 16 oc Project Contact - "MEADOW BURKE" VERTS. 24 ° ° s" °O°�� $� \ Lexee Navarre • CONSTR. " STOP REINF. 1 CLEAR OF ° \ \ \ \ \ \ \ \ \ °°°°°°° d / / / / / / / / / \ \\ \/ \ \\, °� ° d � \� / / / / / \ \ \ \ \ \ tel 206 624 4760 ex. 30 fax 206 447 6971 JOINT °'°°�° �° °°°°°�'°o°°°°0o °0 0 o°ocOO o°oo o°oo� °°° 800 JOINT EACH SIDE 24 0 a///�/ a Inavarre@harriottvalentine.com SEE 8/S3.0 FOR WALL Project Architect AND FOOTING CALLOUTS H2D Architecture +Design 23020 Edmonds Way, #113 Edmonds, WA 98020 SLAB —ON —GRADE (NOT INSULATED) TYPICAL CORNER BARS AT CONCRETE WALLS Project 3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" 7 3/4" = 1'-0" 8 Murphy Property 406 2nd Avenue North Edmonds, WA 98020 Issue Date Issue Description 12/3/19 Permit 26 P.T. PLATE WITH SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN 26 P.T. PLATE WITH 5/8" 0 ANCHOR BOLTS PER /8"0 ANCHOR BOLTS PER SW SCHEDULE (@ 48"oc #4 @ 16"oc VERT. SW SCHEDULE (@ 48"oc ELSEWHERE) #4 @ 16"oc VERT. (ALT. HOOKS) ELSEWHERE) (CENTERED) BLOCK ONE JOIST BAY FULL -DEPTH @ 48"oc #4 @ 10"oc HORIZ. Building Department Approval 26 P.T. PLATE WITH #4 @ 10"oc HORIZ. _ [(2) AT TOP OF WALL] SLAB —ON —GRADE 5/8" 0 ANCHOR BOLTS PER [(2) AT TOP OF WALL] PER 5/S3.0 SW SCHEDULE (@ 48'oc Z JOISTS PER PLAN ELSEWHERE) — SLAB -ON -GRADE 00 IIj PER 5/S3.0 x x x X x x x Oo°o o-°O° O o°o O o o Z D �°°�`�°8°° �0 0 0�°� x z 1 1• 00 x X x x x x �VAA LEDGER 2x10 (P.T.) / LEDGER 3x j g°o°o°c� ?°o°oo� ° ° oo°8�� Y,°�" z /, /,. \�/ // // // // // / \\,�\���\,�\\,\\j�\j0 00 0°//� 8� °o o° O°°°off 0�2�� 0 00�°2 �\/ �\ 5 WITH /$ 0 ANCHOR � Z \� y/ (P.T.) WITH °OoOo°�°o o°oQco \�/ °�°°°°°'200000 0 °°�j BOLTS @ 32„oc 5/8,>0 ANCHOR o °�� ° ° //i//�// \\ z' j/ BOLTS @ 16 oc ° o / Drawing Title STRUCTURAL DETAILS 0 \\\ — ° ° o s$ °o 00 oeo 8 ° \ o o //\//\//\//\//\//\//\//\// oO \/\\/\ /� /,\/,�/�/\/\\, ° ° ° \\ \ /\\ \\\/\\/\\ \\\/\\ o o°`° ° °O a \/ \//\/, \ o° _ o _ (2) #4 CONT. DRAINAGE PER SEE 12/S3.0 FOR WALL ARCHITECTURAL 5" 6" 5" AND FOOTING CALLOUTS DRAINAGE PER ARCH'L. 5" 6" 5" (2) #4 CONT. Drawing Number 9 10 11 12 SIO 3/4„ = 1 —0 3/4 = 1 —0 3/4 = 1 —0 3/4 = 1 —0 w 0- 2i HV Harriott Valentine Engineers Inc. 1A 1A SHEARWALL PER PLAN 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 WF BEAM PER PLAN WF BEAM PER PLAN tel 206 624 4760 fax 206 447 6971 L L www.harriottvalentine.com WELD HOLDOWN ROD TO TOP OF FLANGE I t 2 I I \ I\ I A A ° BLOCK RAFTERS ATTACH TO TOP W/ 2x MEMBERS AND PLATE WITH A34 CLIPS II j j TOP R 1/2"x BEAM �' SIDE PLATES HDU4 THROUGH 2 SETS WIDTH WITH 5/8"0 THRU—BOLTS 3/1s 3/16"x 21/2" W/ (2) 5/8"0 THRU— 3/16 OF RAFTERS AT BEAM GAGE BOLTS — — — — — — — — II II HSS COLUMN PER PLAN II WOOD COLUMN PER PLAN II SHEARWALL PER PLAN SEE 5/S3.1 FOR WALL, JOIST, BEAM, AND BLOCKING CALLOUTS WF BEAM BEARING ON HSS COLUMN WF BEAM BEARING ON WOOD COLUMN 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" 3/4" = 1'-0" 4 SHEARWALL PER PLAN 8d @ Coc \ TO END RAFTER 1/4"0 LAG SCREWS @ 12" oc (WHERE OCCURS) 2x BLOCKING EACH SIDE WITH PANEL EDGE NAILING BOLT PLATES TO BEAM WITH 5/s"�� BOLTS @ 32" oc \ PER PLAN (8d @ Coc AT OTHER LOCATIONS) 16d TO MATCH PANEL EDGE NAILING SPACING (3) 16d —• & A34 AT BLOCK RAFTERS PER PLAN FLOOR NAILING ,y JOISTS PER PLAN SHEATHING PER PLAN PANEL EDGE NAILING PER PLAN 11/4" LSL BLOCK' FULL —DEPTH '. m• L r . Q� 0 a r a BLOCK ONE RAFTER BAY @ 48"oc a JOISTS PER PLAN _ BEAM PER PLAN __ A35 PER SW SCHEDULE 399�' ��'� AL 12/3/19 Project Contact JOISTS PER PLAN WITH HANGERS PER SCHEDULE STEEL BEAM PER PLAN BLOCK WEB SOLID AND ATTACH WITH 5/8"0 USE LSU210 HANGERS JOISTS FOR 26 CEILING JOISTS @ 24" oc FLUSH @ BOTTOM FACE SHEARWALL PER PLAN SEE 5/S3.1 FOR WALL, BOLT AND BLOCKING CALLOUTS Lexee Navarre tel 206 624 4760 ex. 30 fax 206 447 6971 Inavarre@harriottvalentine.com THRU—BOLTS @ 32"oc SEE 5/S3.1 FOR WALL, JOIST, SEE 6/S3.1 FOR RAFTER CALLOUTS Project ArchitectH2D BEAM, AND BLOCKING CALLOUTS Architecture +Design 23020 Edmonds Way, #113 Edmonds, WA 98020 Project 3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" 7 1-1/2" = 1'-0" 8 Murphy Property 406 2nd Avenue North Edmonds, WA 98020 SEE 1/S3.0 FOR SHEARWALL CALLOUTS R 11/4" UNLESS NOTED % OTHERWISE IN COLUMN SCHEDULE SHEARWALL PER PLAN 26 P.T. PLATE WITH SHEARWALL PER PLAN 26 P.T. PLATE WITH Issue Date Issue Description 12/3/19 Permit A C 5/8" 0 ANCHOR BOLTS PER SW 5/8"0 ANCHOR BOLTS PER - - - - - R SHALL BE PARALLEL SCHEDULE (@ 48"oc ELSEWHERE) SW SCHEDULE (@ 48"oc WITH PONYWALL BELOW ELSEWHERE) 3/�s I I I 1/2" NON —SHRINK I GROUT �I . . I SHEARWALL PER PLAN I I I I 2 4 CONT. I.� HSS COLUMN PER PLAN BASE R AS ABOVE / (2) 11/4"0 F1554 — GR 36 THREADED RODS. RODS MUST BE CAST —IN TO BOTTOM OF FOOTINGA/AA/AA/AA/AA/VA/AA/AA WITH 38"x3"x3" WASHER 10"0 PLINTH, REINF. WITH (4) #4 VERT. AND TIES #3 x @ Yoc � (3) #4 EACH WAY BOTTOM VAjA�jA II II VA/VA/AA/ /////// // ///, L= J /\/\/ \�/\\/\\/\\/\\/\\/\\/\ \\i\ \\i\\i' COLUMN PER PLAN (PRESSURE —TREATED) CB SERIES POST BASE �A/AA/AA/� /// \/\/\/ \\i\\i` LEDGER 3x (P.T.) WITH 5/8"0 ANCHOR BOLTS @ 16" oc SLAB —ON —GRADE PER 5/S3.0 x x x x x x x o° �o d o� o° �o0 8°° °�°off° oo°��°o �o°o °� z °° pOO��ooB° 00 00° °°°o og ° °�°o A ° °°° °° °� L JOISTS PER PLAN "� o Z D I SLAB —ON —GRADE PER 5/S3.0 x x x z A x x x x o° �o°oo°� o° �000_ o2 °�°off° -'.�00 so, °° pOO��o°8° 00 0o°o°go�°o°o ° o o� o°°° $moo ° °°�°°o°°° f , D p ° D- BLOCK ONE JOIST BAY FULL —DEPTH @ 48 oc Z _I LEDGER 2x10 (P.T.) » WITH 5js ANCHOR BOLTS STAGGERED @ 24 \\ oc Building Department Approval Drawing Title STRUCTURAL DETAILS 3'-0" � 2'-0A SQUARE Drawing Number 3/4„ = 1 —0pp 3/4 = 1 —0 10 3/4 = 1 —0 11 3/4 = 1 —0 12 S11 /LU LL 0 d 2i HV Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 RIDGE BEAM PER PLAN Seattle, Washington 98101-2447 3x8 LEDGER WITH (2) 3/8"06" tel 206 624 4760 fax 206 447 6971 LAG SCREWS @ 16" oc www.harriottvalentine.com RAFTERS PER PLAN WITH RAFTERS PER PLAN WITH HANGERS PER SCHEDULE / HANGERS PER SCHEDULE 3:12 26 CEILING JOISTS @ 24" oc TYP. WITH HANGER PER PLAN 26 LEDGER WITH (2) 16dx4l/2" 6:12 NAILS 12" oc TYP. 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" 3 3/4" = 1'-0" 4 SHEARWALL PER PLAN STRAP PER PLAN— WRAP z UNDER HEADER AND UP I I o I INSIDE FACE OF HEADER / / W / / // / -/ ;-/- VA L — — — — — —LJ --TI--- ———— TI----_T� 39927 iu HEADER 12/3/19 W . a_ AT SUPPORT ;�;/� � , ;�� � ' ;��'/ � � � Project Contact Z - PROVIDE STRAP EACH OVERFRAMING ;% OVERFRAMING Lexee Navarre W END OF HEADER TO MATCH , RAFTERS WITH „ / -,= , �� / / AFTERS , tel 206 624 4760 ex. 30 fax 206 447 6971 (SECTION) STRAP ABOVE — WRAP 2x4 @ 48"oC % /' 2x4 @ 24"ql;, �,� Inavarre@harriottvalentine.com OVER HEADER AND DOWN CENTERED ON INSIDE FACE OF HEADER TRUSSES OR '/ /%'/' // / Project Architect RAFTERS BELOW /-- - /;-, - H2D Architecture + Design 23020 Edmonds Way, #113 (ALTERNATE - '/ „ 2x PLATE Edmonds, WA 98020 TYPICAL STRAPPED HEADER AS SHOWN) /;%;; /;%;/' ;%' ' - - Project 3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" 7 3/8" = 1'-0" 8 Murphy Property 406 2nd Avenue North Edmonds, WA 98020 NOTE: DO NOT ALTER THIS Issue Date Issue Description DETAIL TO USE A SINGLE 12/3/19 Permit PIECE OF NOTCHED 2x12 NOTCH RIM BLOCKING OR BLOCK ONE TRUSS BAY OUTRIGGERS 2x4 @ 24"oc 8d @ 6"oc OUTRIGGERS 2x4 @ 24"oc PROVIDE SQUASH BLOCK W/ 26 @ 48"oc WITH (3) 16d TO TRUSS TO END RAFTER WITH (3) 16d TO RAFTER PANEL EDGE NAILING PER FOR FULL BEARING PANEL EDGE NAILING PER PRE —MANUFACTURED \ PLAN (8d @ 6"oc U.N.O.) (3) 16d AT BLOCKS PLAN (8d @ 6"oc U.N.O.) TRUSSES PER PLAN 26 OUTRIGGER AT EACH BLOCK FULL —DEPTH RAFTER (SEE PLAN FOR BLOCK FULL —DEPTH Building Department Approval (VENT PER ARCH'L.) LENGTH) (VENT PER ARCH'L.) / (3) 16d ---- (3) 16d (3) 16d TRIM RAFTER TAILS FACENAIL FACENAIL __ AT BLOCK AS REQUIRED (SEE AT BARGE % (5) 12d AT BARGE ARCH'L. FOR DIMS.) RAFTER RAFTER "°°' RAFTERS TRUSSES PER PLAN NOTCH GABLE END PER PLAN NOTCH END RAFTER 12d @ 6"oc TRUSS OVER WALL OVER WALL OUTRIGGERS FOR BLOCK BAY ONE RAFTER @ 48"oc / � STAGGERED FOR OUTRIGGERS / / BRACES 2x4 @ 48"oc, RAFTERS PER PLAN SHEATHE GABLE ENB� �, ���������; NO STEEPER THAN 1:1 A35 PER SW SCHEDULE (HEADER AT SOME —A35 PER SW SCHEDULE PANEL EDGE NAILING ������������� TRUSS TO MATCH SW '�""�""�' ������������� (@ 48"oc ELSEWHERE) Drawing Title STRUCTURAL DETAILS LOCATIONS) PER SW SCHEDULE TO ;'uir"',u' BLOCK FOR FULL BEARING BELOW A34 EACH SIDE OF BRACE BLOCKING (8d @ 6"oc (HEADER AT SOME U.N.O.) (HEADER AT SOME LOCATIONS) A35 PER SW SCHEDULE LOCATIONS) SHEARWALL PER PLAN SHEARWALL PER PLAN (HEADER AT SOME SHEARWALL PER PLAN SHEARWALL PER PLAN Drawing Number LOCATIONS) , � „ , „ 1 � 77 , 11 „ , „ 12 S12 3/4„ 1 = —0f7 3/4 = 1 —0 3/4 = —0f7 1 3/4 = 1 —0 Lu d 2i ■R II II II II II IIn— II II II �� II II SHEXRWALL PER PLAN II II Z : II II II II J PROOVIDE (13) 8dl x 21/2" W NAILS IN EACH END LENGTH —�L----a----- --- SPACED @216» —__E— — — — EF — — — — - y — — I � II II II I CS16 STRAP II —i--------�---- Ffi — 1------ — — TT T TT — --� 7F - II II II Z I II J :I PROVIDE 15/8" MIN. END Z DISTANCE FOR NAILS SHEARWALL PER PLAN I� I I I :I it II I L I I I I I II II II II 1. 10d AND 12d II I II DIAMETER = 0.148"; 8d DIAMETER = 0.131". II 2. USE HALF OF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED (i.e. IN EACH END LENGTH). TYPICAL STRAP HOLDOWN AT FLOOR 3/4" = 1'-0" HEAVY-DUTY HOLDOWN SCHEDULE MARK FASTENERS TO STUDS' ANCHOR DIA.' EMBED LENGTH FOOTING WIDTH FOOTING DEPTH HDU8 (20) 1/4" 0 x 21/2" SCREWS (30) 1/4" 0 x 21/2" SCREWS 7/8" 6" 16" 9" HDUl l 1" 6" 24" loll HDU14 (36) 1/4" 0 x 21/2" SCREWS 1" 9" 24" 13" HDQ8 (20) 1/4" 0 x 3" SCREWS 7/8" 9" 16" 13" HHDQ11 HHDQ14 (24) 1/4" 0 x 21/2" SCREWS ' 1" (30) 1/4" 0 x 21/2" SCREWS 1" 9" 24" 24" 13" 13" 9" 1. SCREWS SHALL BE SIMSPON "SDS" TYPE SCREWS, INSTALL PER SIMPSON RECOMMENDATIONS. 2. PROVIDE A36 OR A307 ALL -THREAD FOR ANCHORS. THE ANCHORS LISTED IN THIS SCHEDULE MUST BE CAST -IN -PLACE. HOLDOWN SCHEDULE (NOT ALL USED ON PLANS) MARK FASTENERS TO STUDS' ANCHOR DIA.2 5/8" EMBEDMENT LENGTH SSTB' EPDXY' CAST -IN' 7" LTT19 (8) 10d x 3" NAILS SSTB16 LTT20B (10) 10d x 3" NAILS 5/8" 5/8" 7" 11" SSTB16 HDU2 (6) 1/4" 0 x 21/2" SCREWS SSTB16 HDU4 (10) 1/4" 0 x 21/2" SCREWS 5/8" 24" SSTB20 HDU5 (14) 1/4" 0 x 21/2" SCREWS 5/8" 37" SSTB24 HDU8 (20) 1/4" 0 x 21/2" SCREWS 7/8" 42" SSTB28 1. 10d AND 12d DIAMETER = 0.148"; 16d DIAMETER = 0.162". SCREWS SHALL BE SIMPSON "SDS" TYPE SCREWS, INSTALL PER SIMPSON RECOMMENDATIONS. 2. PROVIDE A36 OR A307 ALL —THREAD AT EPDXY AND CAST —IN ANCHORS. 3. PROVIDE SIMPSON "SET—XP" EPDXY PER GENERAL STRUCTURAL NOTES. SPECIAL INSPECTION IS REQUIRED. 4. AT CAST —IN ANCHORS PROVIDE HEAVY HEX NUT AT BOTTOM OF ALL —THREAD. HOOKED J—BOLT MAY BE USED FOR LTT HOLDOWNS. 5. AT 3x SILL PLATES, PROVIDE LONGER SSTBL MODELS. SHEATHING PER SW SCHEDULE ONE-SIDED p SHEARWALL SHEATHING PER SW SCHEDULE TWO-SIDED OO STAGGER ANCHORS SHEARWALL �° AT TWO-SIDED SHEARWALLS ANCHOR BOLT WITH PLATE SHEATHING PER SW WASHER PER SW SCHEDULE SCHEDULE (0.229% 3" SQUARE) TYPICAL SHEARWALL ANCHOR BOLT PLACEMENT 1 1-1/2)) = 1'-0" 2 SHEARWALL PER PLAN ALL -THREAD WITH HEAVY HEX NUT AND EMBED PER SCHEDULE OUTLINE OF TYPICAL FOOTING BEYOND BUILT-UP POST AT END OF WALL PER PLAN HOLDOWN PER PLAN W/ SCREWS PER MFR. SPECS. CONCRETE STEM WALL PER PLAN x x x x x x— �000 080oo�oo ENLARGE FOOTING (AS REQ'D.) TO THESE DIMENSIONS 0 o FOR A DISTANCE OF 2'-0" MIN. EACH SIDE OF HOLDOWN HEAVY-DUTY HOLDOWN AT CONCRETE 3/4" = 1'-0" SHEARWALL PER PLAN I,I II II II I,I AT EX. CONC. WALL PROVIDE ALL -THREAD AND EMBED IN EPDXY GROUT PER SCHEDULE I I ° ° IId ° a o� W W NOTE: PROVIDE 5" END AND 13/4" EDGE DISTANCE FOR ANCHORS (MIN.) (2) STUDS MIN. - REFER TO PLAN FOR LOCATIONS WHERE BUILT-UP POST CONSISTS OF MORE STUDS HOLDOWN PER PLAN W/ SCREWS PER MFR. SPECS. (OR NAILS SIMILAR) a CONCRETE STEM WALL PER PLAN (6" MIN. THICKNESS) 4 - AT NEW CONCRETE WALL PROVIDE ALL -THREAD AND HEX NUT OR HEADED BOLT AND EMBED PER SCHEDULE (HOOKED J-BOLT MAY BE USED FOR LTT HOLDOWNS) TYPICAL HOLDOWN AT CONCRETE 3/4" = 1'-0" SHEARWALL SCHEDULE (NOT ALL USED ON PLANS) MARK SHEATHING' STUDS AT ABUTTING PANEL EDGES' PANEL EDGE NAILING3,4 RIM JOIST OR BLOCKING TO TOP PLATE BOTTOM PLATE ATTACHMENT SOLID RIM TJI RIM BOTTOM PLATE TO RIM JOIST BELOW 4 ANCHOR BOLT TO CONCRETE' SILL PLATE AT FOUND. SW1 15/32" CDX PLYWOOD 2x 8d @ Coc A35 @ 24"oc 16d @ Coc 16d @ Coc 5/8" 0 @ 48"oc 2x SW2 15/32" CDX PLYWOOD 2x 8d @ 4"oc A35 @ 15"oc 16d @ 4"oc 16d @ 4"oc 5/8"0 @ 32"oc 2x SW3 15/32" CDX PLYWOOD 3x 8d @ Yoc A35 @ 12"oc N/A - USE SOLID RIM 16d @ Yoc 5/8" 0 @ 16"oc 2x SW4 15/32" CDX PLYWOOD 3x 8d @ 2"oc A35 @ Toc N/A - USE SOLID RIM 16d @ 2"oc 5/8" 0 @ 12"oc 2x SW5 15/32" CDX PLYWOOD BOTH SIDES 3x 8d @ Yoc A35 @ Coc N/A - USE SOLID RIM (2) ROWS 16d @ Yoc 5/8" 0 @ 12"oc 3x SW6 15/32" CDX PLYWOOD BOTH SIDES 3x 8d @ 2"oc A35 @ 41/2"oc N/A - USE SOLID RIM (2) ROWS 16d @ 2"oc 5/8"0 @ 12"oc 3x 1. WALL SHEATHING SHALL CONSIST OF APA RATED PLYWOOD WITH SPAN RATING 24/0. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF PANELS. 7/16" APA RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" CDX. 2. STUDS AT ABUTTING PANEL EDGES MAY CONSIST OF (2)2x STUDS IN PLACE OF 3x STUDS - NAIL (2)2x STUDS TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING. 3. BLOCK ALL PANEL EDGES W/ 2x4 FLAT, ATTACH W/ PANEL EDGE NAILING. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. END STUDS SHALL RECEIVE PANEL EDGE NAILING. INTERMEDIATE STUDS SHALL BE 2x STUDS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d @ 12"oc. 4. 8d NAILS SHALL BE 0.131" DIAMETER x 21/2" (COMMON). 16d NAILS SHALL BE 0.135" DIAMETER x 31/2" (BOX). 5. ANCHORS TO CONCRETE SHALL CONSIST OF CAST -IN -PLACE ANCHOR BOLTS, EXPANSION BOLTS, EPDXY GROUTED ALL -THREADS, OR TITEN HD HEAVY DUTY SCREW ANCHORS. CAST -IN -PLACE ANCHOR BOLTS HAVE A 7" EMBED AND SHALL BE J-BOLTS OR SHALL HAVE A HEX NUT AT THE BOTTOM END. EXPANSION BOLTS SHALL HAVE 5" EMBED AND SHALL NOT BE USED AT STEM WALL LOCATIONS WITH EDGE DISTANCE LESS THAN 5" (INSTEAD, USE EPDXY GROUTED ALL -THREADS OR TITEN HD ANCHORS). EPDXY GROUTED ANCHORS SHALL HAVE 5" EMBED AND 21/2" MIN. EDGE DISTANCE. TITEN HD ANCHORS SHALL HAVE 31/2" EMBED AND 13/4" MIN. EDGE DISTANCE. AT ALL ANCHOR BOLTS, PROVIDE STEEL PLATE WASHERS THAT ARE A MINIMUM OF 0.229" (3 GAUGE) x 3% 3" (SIMPSON BP5/8-3 OR SIMILAR). PLACE BOLTS PER ANCHOR BOLT PLACEMENT DETAIL. SHEARWALL PER PLAN NAILING TO MATCH BOTTOM PLATE NAILING PER SW SCHEDULE SHEARWALL PER PLAN SHEARWALL PE nI AAI INTERSECTING NON-SHEARWA PANEL EDGE NAILING PER SW SCHEDULE NAILING TO MATCH BOTTOM PLATE NAILING PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE "I A T'_ING TO MATCH TOM PLATE NAILING SW SCHEDULE EL EDGE NAILING SW SCHEDULE TYPICAL SHEARWALL INTERSECTIONS TYPICAL DOUBLE TOP PLATE 'LAN MULTI -STUD PER PLAN WITH NAILING PER GEN. NOTES TYPICAL MULTIPLE -STUD POST CONSTRUCTION 1 3/4" = 1'-011 11 BLOCKING (OR JOIST) PER FLOOR AND ROOF DETAILS JOISTS PER PLAN (DIR. VARIES) FULL DEPTH BLOCKING (OR RIM AT EXTERIOR) BLOCK ALL PANEL EDGES SILL PLATE PER SW SCHEDULE BOTTOM PLATE NAILING PER SW SCHEDULE TOP PLATE CONNECTION PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE ANCHOR BOLTS & WASHERS PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE a a TYPICAL SHEARWALL SECTI ON 3/4" = 1'-0" C-0" MIN. BETWEEN SPLICES Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvaIentine.com Project Contact Lexee Navarre tel 206 624 4760 ex. 30 fax 206 447 6971 Inavarre@harriottvalentine.com Project Architect H2D Architecture + Design 23020 Edmonds Way, #113 Edmonds. WA 98020 Project 8 Murphy Property 406 2nd Avenue North Edmonds, WA 98020 (8) 16d @ 4"oc STAGGERED EACH SIDE OF SPLICE (16d @ 12"oc ELSEWHERE) CENTER SPLICE OVER S Issue Date Issue Description 12/3/19 Permit Building Department Approval FU D TYPICAL TOP PLATE SPLICE CONSTRUCTION 3/4" = 1'-0" 12 12/3/ 19 Drawing Title STRUCTURAL DETAILS Drawing Number S4mO w F_ w w ry LIJ O U I O U O to ,91 ii PROJECT TEAM DEVELOPER/OWNER CLAIRE AND JOHN MURPHY 406 2ND AVE N EDMONDS, WA 98020 ARCHITECT HE/DI HELGESON NICOLE MCKERMAN H2D ARCHITECTURE t DESIGN 2JO20 EDMONDS WAY #11J EDMONDS, WA 98020 PH: 206.542. J7J4 EMAIL: info@h2dorchitects.com CIVIL ENGINEER PATRICK HARRON & ASSOCIATES, LLC SCHWIN CHAOSILAPAKUL, P.E. 14900 INTERURBAN AVE. S, SUITE 279 SEA TTLE, WA 98168 PH: 206.674.4659 EMAIL: schwin(Ppotrickharron.com SURVEYOR TERRANE 10801 MAIN STREET SUITE 102 BELLEVUE, WA 98004 PH: 425.458.4488 EMAIL: support©terrone.net PROJECT DATA DEVELOPMENT DATA SITE AREA 0.18 ACRES (7,906 SF) SITE ADDRESS 406 2ND A VE N EDMONDS, WA 98020 PARCEL NUMBER 00592200000600 ZONED RS-6 MINIMUM LOT SIZE 7,906 S.F. SETBACKS FRONT(STREET) 20 FEET SIDE YARD 10 FEET COMBINED (5 FEET X 2) REAR YARD 15 FEET MAXIMUM LOT COVERAGE 7,906 S.F.xJ59=2,767.1 S.F. MAXIMUM BUILDING HEIGHT 25 FEET UTILITIES SEWER CITY OF EDMONDS WA TER CITY OF EDMONDS POWER SNOHOMISH COUNTY PUD NATURAL GAS PSE TELEPHONE COMCAST SCHOOL DISTRICT EDMONDS FIRE DISTRICT CITY OF EDMONDS O v� FOUND MON IN CA` BRASS P' EX. SDCB, TYPE I �a /y9 RIM 40.5f / �D 12 38.3 (OUT -NW) � I F 0 12 SD / 12 38.3 (NEW, IN -SW) ♦ 9 1.4% OF WATER �F,oRDs APPROXIMATE LOCATION ®PROX LOC OF / SIDE STORM, OF NEIGHBOR'S \ ER CITY RECOREs I) -� DRIVEWAY PER GOOGLE PROJECT INFL7RMATICIN LEGAL DESCRIPTION; PER PERSONAL REPRESENTA TI VE S DEED RECORDING# 20161I J00588) LOT 6, SUNSET ADDITION TO THE CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BASIS OF BEARINGS: THE CENTERLINE OF 2ND AVE BEARING = NORTH JO 4848" EAST PER Rl. VERTICAL DATUM & CONTOUR INTERVAL; NAVD 88 - PER GPS OBSERVATION REFERENCES: 1. SUNSET ADDITION TO THE CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 PLATS, PAGE 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. MURPHY RESIDENCE SDCB 2 TYPE 1 \ RIM 41.5t a FENCE 28 LF 4" „ y 4" IE 39.0 (IN -SE) 1QNLINL SD ® 2.0% ,. � 12" IE 38.8 (OUT -NE) ° ♦ SDCB 1, TYPE I RIM 39. EXISTING 4" WATER METER �� / / ° 7 ® 4" IE 39.6 (IN -SW) / 4" IE 39.6 (OUT -NW, W/DTE) / 66 LF 4" ° RD @ 1.0% / a �a 2" PEX PIPE ° a ° c d v d ` ° 5 SET PK INA,L_ - a 20.0 ° ET 6Q W/ WASNFR a ° d SETBACK ° 4 ° < A ° a c d ° ° ° a d 4 ° a d / d a 44 A INLET WALL RIM 42.4f 0.3' SW 4" IE 40.4 d \ ° 0.8' S W \ 4" IE 40.1 \ RIM 42.5f 4" IE 40.0�� v \v ® (0 \ FENCE COB_) BLOCKWALLJ \\ \ \ 0.7' SW Q�\ 51 LF 4" RD ® 1.2% IMPERVIL71-IS AREA SUMMARY PROJECT SITE CATEGORY.• CATEGORY 1 (MIN. REQUIREMENTS 1-5 REQUIRED) DISCHARGE LOCATION: PUGET SOUND VIA CITYS MUNICIPAL SEPARATE STORM SEWER SYSTEM / SDCO #2 Impervious Areas Pervious Areas Description Area (sf) Description Area (sf) House + Garage Roof 2,559 Undisturbed Vegetation 2,022 Driveway 396 Replaced Vegetation 2,124 Walkway 138 P atio 355 Ex. Shed 312 Total New+ Replaced Impervious 3,448 Total Pervious 4,146 Total Impe rvious 3,760 % Pervious 52.4% % Impervious 47.6% NE 4, SEC 23, T 27, R 03, W. M. 44 LF 4" RD @ 1.8% ♦ Utility patches shall be combined and full width or half width overlay will be required depending on the extent of disturbance. Where utility patches fall entirely within one travel lane, the overlay shall extend to the centerline of roadway. Where utility patches extend into both travel lanes then a full width overlay is required. ALL EXPOSED SURFACES TO BE COVERED WITHIN 2 DAYS C/G & SIDEWALK FORM INSPECTIONS REQUIRED 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. 10 20 )RIAL SCALE OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE IF RE -USING EXISTING SIDE SEWER: PROPERTY OWNER MUST HAVE CONDITION VERIFIED. PROVIDE REPORT TO CITY's PUBLIC WORKS DEPT. TEMPORARY CONSTRUCTION ENTRANCE REQUIRED 406 2nd Avenue North I` Edmonds For the A 19 Bmaklyn Hair SI TE � ` L 'Studio -for Men Dsl�jr $C ir EI rr sny CPAs ® SITE CALLOUTS 1. BUILDING FOOTPRINT 2. CONCRETE DRIVEWAY (15' WIDTH). J. CONCRETE PATIO. 4. BALCONY. 5. CONCRETE WALK. 6. EXISTING PUD POWER PEDESTAL. 7. SAWCUT AND REMOVE PAVEMENT AND SIDEWALK TO INSTALL STORM. REPLACE /N KIND PER CITY OF EDMONDS STANDARDS. ® STORM CALLDUTS 1. CONNECT TO EXISTING STORM SYSTEM. 2. ROOF DRAIN SYSTEM (TYP). J. FOOTING DRAIN SYSTEM (TYP). 4. DIRECT STUB -OUT CONNECTION. 5. AMEND SOILS IN ALL DISTURBED AREAS THAT WILL BE PERVIOUS SURFACE (TYP). SEE DETAIL ON C 1.1. ® UTILITY CALLDUTS 1. CONTRACTOR TO VERIFY CONDITION OF EXISTING WATER LINE IS SUITABLE FOR RE -USE. NEW METER AND NEW SERVICE CONNECTION TO THE MAIN MAY BE REQUIRED. CAPACITY FOR DOMESTIC AND FIRE DEMANDS TO BE VERIFIED. IF NEW CONNECTION TO WATER MAIN IS REQUIRED, ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE RESTORED TO CITY OF EDMONDS STANDARDS. 2. LOCATE AND CONNECT TO EXISTING SIDE SEWER LINE. CONTRACTOR TO VERIFY LOCATION, DEPTH, AND CONDITION OF EXISTING SIDE SEWER LINE AND THAT CONNECTION FOR PROPOSED SIDE SEWER SERVICE CAN BE MADE / AT A MINIMUM OF 2.0% SLOPE FROM THE BUILDING. PROVIDE VIDEO INSPECTION THAT CONNECTION IS COMPLIANT WITH CURRENT CODES. / J. LOCATE AND CONNECT TO EXISTING PSE GAS SERVICE LINE. 4. CONNECT UNDERGROUND POWER SERVICE FROM EXISTING PUD POWER / PEDESTAL. �# EASEMENTS / 1. EXISTING ACCESS AND UTILITY EASEMENT TO REMAIN. SIDE SETBACK � \ / NOTES 1. EXISTING FRONTAGE IMPROVEMENTS THAT ARE FAILING, DAMAGED, OR NON-ADA COMPLIANT SHALL \ \ ♦ / / BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. 2. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE \ SDCO #3 / REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY \ WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. / \ RIM 42.2t / / WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS / "-,4" IE 40.4 ` REQUIRED. \ C� / � ♦ S� �� / J. THE EXISTING SIDE SEWER (LINE FROM HOUSE TO EDGE OF EASEMENT) WILL NEED TO BE TV'D 13 LF 4 \ �� q� BY THE CONTRACTOR AND VIDEO MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL \ / RD ® 4.0% \ �� / , / TO RE -USE. IF NOT REUSABLE SIDE SEWER SHALL BE REPLACED. \ 5 / EXISTING SHED 4. THE EXISTING SEWER LATERAL LINE FROM EDGE OF EASEMENT TO THE SEWER MAIN)IS \ `< TO REMAIN / PROPOSED TO BE REUSED. THE CITY'S PUBLIC WORKS DEPARTMENT WILL NEED TO TV THE 2 LATERAL TO DETERMINE /F 1T 1S ACCEPTABLE TO RE -USE. 1F NOT RE -USABLE, LATERAL SHALL 6" S S ° 4" I E 40.9 / ; ' "FENCE C 0 R BE REPLACED BY PROPERTY OWNER. CONTACT EDMONDS PUBLIC WORKS SEWER DIVISION, `S C \ EG 42.5 d 6" SS CONNECTION / / ; . , ; ; ; 0.4'N & 0.9'E 425-771-02J5, TO SCHEDULE INSPECTION. IE 39.5f a ° d - of PROP COB a SS ' EG 42.4 �% ; % % % /x x 5. 1F THE RIM TO INVERT ELEVATION EXCEEDS 5-FEET THEN A TYPE 11 MANHOLE WILL BE IE 38.5fREQUIRED. \ °20 LF 6" SS �� "� ' ��S � � x � ♦ 6. ALL DRY UTILITIES TO HAVE 3' MINIMUM HORIZONTAL SEPARATION FROM ALL OTHER UTILITIES. y a ® 5.0% 2 % FOUND IRON PIPE 7. DRIVEWAY CUT SHALL BE REMOVED AND REPLACED WITH CURB, GUTTER AND SIDEWALK PER CITY 30 LF EX 6" OF EDMONDS STANDARDS. \ 0.08'N & 0.23'W ° SS @ 5.0% // CF PROP COB 4 a ° a SSCO 2 \ a d ° 2 FROM BUILDING SSCO #1 ` RIM 42.6t W/ 12" CI LAMPHOLE IE 39.4f \ 15.0' REAR / ; ; , / COVER W/ 2" HEXBOLTS a / SETBACK RIM 41.8t 10.0' ACCESS ,4ND UTILITY_ EASEMENT 6" IE 37.0f / 1 // / / / 4"IE40.9 / \ / " SCONC \ \ 13 LF 4" RD ® 0.8% WALL v / �- :/V EAVE \ 0` / 5.0' SIDE SETBACK O- EAVE x"FOUND REBAR/CAP ' LS# 4561 BLDG ��; 0.42'N & 0.12'W - � . OF PROP COB AREA MAP N TS IE CONC WALL tx '�Kxq� ♦ SHEET LIST TABLE SHEET NAME DESCRIPTION 1 C1.0 COVER SHEET &SITE & UTKIIY PLAN 2 C1.1 NOTES &SITE & UTNJTY DETAILS 3 C1.2 RM AND UTK/TY DEMS 4 1 C2.0 17ESC PLAN At DETAILS ABBREVIATIONS GENERAL: EX. EXISTING TYP TYPICAL NIS NOT TO SCALE SITE FY FRONT YARD SY SIDE YARD RY REAR YARD BL SETBACK LINE ROAD: CSTC CRUSHED SURFACE TOP COURSE CSBC CRUSHED SURFACE BASE COURSE GRADING: FG FINISH GRADE EG EXISTING GRADE HP HIGH POINT LP LOW POINT FF FINISH FLOOR TC TOP OF CURB BC BOTTOM OF CURB FL FLOW LINE EL. ELEVATION STORM: CB CATCH BASIN SDMH STORM DRAIN MANHOLE SDCO STORM DRAIN CLEANOUT IE PIPE INVERT D.I. DUCTILE IRON SLL SOLID LOCKING LID DTE DOWN -TURNED ELBOW UTE UP -TURNED ELBOW 0. W. OBSERVATION WELL DWS DESIGN WATER SURFACE LID LIVE/DEAD STORAGE INTERFACE SED SEDIMENT STORAGE BOT BOTTOM RD ROOF DRAIN FD FOOTING DRAIN TD TRENCH DRAIN WATER: WA WATER SEWER & SEPTIC: SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE SSCO SANITARY SEWER CLEANOUT DF DRAINFIELD BASEMAP LEGEND ASPHAL T SURFACE BUILDING CENTERLINE ROW CONCRETE SURFACE RETAINING WALL FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) GAS LINE C ❑ GAS METER ACCESS & UTILITY EASEMENT ►�� MONUMENT IN CASE (FOUND) REBAR/1RON PIPE AS NOTED (FOUND) P ❑ POWER METER POWER (OVERHEAD) POWER POLE W/ LIGHT REBAR & CAP (SET) ROCKERY SEWER LINE STORM DRAIN LINE T TREE (AS NOTED) WATER LINE NAIL AS NOTED WA TER METER COMPLIES WITH APPLICABLE C )E APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: AprLL20, 2020 BY: JoA vt4v ZuLa4 CITY ENGINEERING DIVISION m z O U W 0 W � aaaaaaa I'M J� r ac• OO w 0- z 0 CY] W Ow CU �__ M W Cfl 00 rn ai a)(0 U� c � N � 06 (1)o N U) X ti 0) Q( � coo w L co > L U U mC• S..CU CL 0.) O 0 PROJ. NO. DSN. BY. 19139 Sc DWN. BY: CHK. BY: CJD Sc w U z W 0 U) LLI I..L ^:1z I.NL L.L 5� G DATE 0 A /06/2020 SCALE. AS SHOWN DRAWING NO. C 1 • O 1 OF 4 0 0 z0� wrno CO, Q 3: w 0 (6L (ZV 0 O �2W LU u MURPHY RESIDENCE NE 4, SEC 23, T 27, R 03, W. M. GENERAL NOTES z 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, O THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: 1.1. CURRENT INTERNATIONAL BUILDING CODE (IBC) DOWNSPOUT TYPE 1 OR 1 L PER STANDARD 1.2. 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION MECHANICAL PLUG TRAFFIC RATED, SLOPE DETAIL SD-303 OR 304 1.3. WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN CURRENT W CIRCULAR LOCKING � ( � CAST VALVE BOX PER EDITION EXTEND CLEANOUT 2" ABOVE 10' (MIN) LEVEL TRENCH WITH DESIGN PONDING ELEVATION ASPHALT/ MANUFACTURER PERFORATED PVC UNDERDRAIN PIPE 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS PIPE ALLOWANCES OR PER PLAN CONCRETE RECOMMENDATIONS, NOTED OTHERWISE MAXIMUM SEE NOTES 1 AND 2 II a 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. PIPE MATERIAL INSIDE DIAMETER 4" STREAMBED COBBLES A 3: 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. PER WSDOT 9-03.11(2) J - 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL REINFORCED 12" II SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT UJ PLAIN CONCRETE DESIGN PONDING 10' (MIN) II 5' (MIN) = ELEVATION ROOF COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL Q ALL METAL PIPE 15" __7 � APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. � 0 0 �o z GUTTER � oy TO STORM 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. SEE APPLICABLE STANDARD DETAILS �g0 PAC � DRAINAGE SYSTEM 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY � a a a a �L<I< FRAME AND GRATE CPSSP* 12" 00�0 oa0c �- OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY (WSDOT STD SPEC 9-05.20) =1 1= �o o Oo o MECHANICAL PLUG COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY SOLID WALL PVC 11=1 I I-1 I i-i I I - i=i n ' LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE (WSDOT STD SPEC 9-05.12.(1)) 15"-II1=1I1-III-III =1I1= 10' (MIN) 5(MIN). AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF f-III-III=III=1 =III=1I ADD VALVE BOX I h EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO 5 PROFILE WALL PVC 15" -I I I -I I I=I I I -I I I -I I I= EXTENSION OR SOIL _ _ _ TO STORM RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE QP ...... ��� S� 3 (WSDOT STD SPEC 9-05.12(2)) 1-III-III=III=1 =III=1 PIPE AS NECESSARY DRAINAGE SYSTEM DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. PrR % h =III -III -III -III -III-L TO ACCOMMODATE SLOPE �• 20° -III-III=III=1 =III- DOWNSPOUT ;rl 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UT1LITlES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND WqCORRUGATED POLYETHYLENE -IO.D. OF RISER PIPE 0(MIN) LEVEL TRENCH WITH O ;< �; Q S• STORM SEWER PIPE II 1 II _ II TYPE 1 OR 1 L PER STANDARD PERFORATED PVC UNDERDRAIN PIPE UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 5 SOIL TIGHT 45° BEND II -I CLEANOUT COVER IN DETAIL SD-303 OR 304 PLAN 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY Z �; o PAVED AREA OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. `"�s •` �� f-i 1 - =III= NTS \2", 4", 6", OR 12" WYE =III=III= - -Ill 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. CS PRO O TI 11=_III-11 - III - 1'(MIN) 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE SOIL TIGHT II I=i I=IIk LAWN/ NDS PRO SERIES VALVE COVER HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE NOTES: COUPLER LANDSCAPE BOX WITH LOCKING COMPACTED BACKFILL RECOMMENDATIONS OF THIS REPORT. 6" MIN COVER, OR EQUAL. SEE SLOPE 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL UNDERDRAIN PIPE, (MIN) NOTES 1 AND 2. -� 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE ,,�jQ C II=III I =III=III=III=III=III / REPORT. RISER SECTION O PER PLANS J' I Q� 6" (MIN) 11=11 III=III=III=III=III=1 \\�'; WITH WSDOT STANDARD SPECIFICATION 9-05.50 3 . � 8v� ` I -III-I 1=III-III=III-III=III / / 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). r� C ? WASHED DRAIN ROCK, 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR 4• FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER � ��OUO � O O SEE NOTE 3 FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY -,. ,.,. ,. .;,J C _ /VA Oo COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE 06 2 TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT /�,�// // // // // // // 4" MIN o�O(�o o�O(�o N /���O�O O O ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 2 /�\�\/\�\ /\ ( ) \ C8 0O 4" (MIN) PVC UNDERDRAIN PIPE PER BE PLACED IN KNOCKOUTS. /�\\ o o O 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER ro 4' 1: 1' (MIN) ABOVE SEASONAL WSDOT SPEC. 9-05.1(6), LAID LEVEL PROPOSED OR EXISTING SITE FEATURES. W 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF PLUG OR CONTINUED UNDERDRAIN CRUSHED SURFACING HIGH GROUNDWATER TABLE, 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE a � ALL JOINTS, RINGS, RISERS AND FRAMES. CONNECTION MECHANICAL PLUG OR HYDRAULICALLY 24" (MIN) GEOTEXTILE, SEE NOTE 2 DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. ,., TOP COURSE (CSTC) O� RESTRICTIVE LAYER 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX CLEANOUT PER WSDOT 9-03.9(3) UNLESS OTHERWISE APPROVED BY THE ENGINEER. DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR (SHOWN WITHIN BIORETENTION FACILITY) CLEANOUT COVER IN 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE LJJ W o "D" SHAPE. LANDSCAPE AREA SECTION A STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 0- Q w 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE GENERAL NOTES: 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF O6 PIPE INVERT IS 5-0". THE SITE STORMWATER DETENTION SYSTEM. 1. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. GENERAL NOTES: 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON z 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION THESE DRAWINGS. 0 � 2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION J w < 7. CATCH BASIN FRAME AND GRATE SHALL 3. ALL FITTINGS SHALL BE SOIL TIGHT. INFEASIBILITY REQUIREMENTS. ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN - J SURFACES BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYKOEDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE ACCORDANCE co WITH STANDARD SPECIFICATIONS. MATING SACES SHALL 4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE. 2. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING ROOF AREA. m O _ BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY OWNER ANNUALLY THEREAFTER. COVER POSITION. NOTES: NOTES: 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 7 (MEASUREMENT AT THE TOP OF THE BASE) 8• VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" 1. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT," 1. CLEANOUTS RECOMMENDED AT PIPE BENDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR L PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. "CLEANOUT," "CO," OR SIMILAR. 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC 2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING. GRADING AND EROSION CONTROL REQUIREMENTS. 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE _ REVISION DATE REVISION DATE REVISION DATE REQUIRED. 00 JANUARY 2018 STORM DRAINAGE DECEMBER 2017 TYPICAL PERFORATED NOVEMBER 2018 26. 2LLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. co ,CITY OF EDMONDS CATCH BASIN TYPE I CITY O F E D M O N D S C L E A N O U T CITY O F E D M O N D S STUB - O U T C O N N E C T I O N 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO rn 00 �� PUBLIC WORKS STANDARD PUBLIC W 0 R KS STANDARD 7 PUBLIC WORKS STANDARD PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND V < DEPARTMENT DETAIL \ DEPARTMENT DETAIL DEPARTMENT DETAIL EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 0) FS t . 189� APPROVED BY: R. ENGLISH S D - 30 3 FS t , J B 9° APPROVED BY: R. ENGLISH S D - 61 9 FS t 8 9(3 APPROVED BY: R. ENGLISH S D - 6 3 9 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, uo. � o HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY co HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. cO 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE M 0-) r-- AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH a N ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. CO UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. V °� •- N (SEE NOTE 1) AREAS (SEE NOTE 1) 10, 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S 0 (n x EXPANSION DUMMY � m 0 JOINT JOINT EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. Uj LL UNDISTURBED 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE - E 0 UNDISTURBED d ° d ° 0) a) rn p" TURF/LAWN/LANDSCAPE a SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. E > L ° NATIVE VEGETATION 2' MIN SAWCUT ° ° ° d ° � Q � v J j\ \\j\ \j\y\\j \\j\\j\\j\\j\\j\/\/ ° a 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. m " c /\///\//\//\ i\//\//\/�//\//\//\// SEE NOTE 10 °• a 4 c 0 Q /\\/\\ U\\/\\/\\/\\/\\/\\/ ° P ° a 35. TRENCH BACKFILL OF UT1LITlES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95ga COMPACTION TEST \/�/ R=1/2" R=1" HMA 4" 0R MATCH a ° REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. w c� w ijA\/A//A//A//A/ /%jA////A//�//A// a ° - D cq UNDISTURBED NATIVE SOIL /\\ j\//\/�\/�\j j�\\�\/�\/�\��\/�\/ UNDISTURBED NATIVE SOIL EXISTING, WHICHEVER IS ° ° a a a ° 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION j co 0 GREATER a 9 a BETWEEN THE UTILITIES. o - \ \ \\ \\ \ \ \\ \\ \\ 1 " BATTER U N ~ " 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. .. c� cn / /�\// \//\//\ \/j�\/j\/j\//\//\// R=1 a a 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. o c \�\/\\j/\\j /\\//\\/\\j/\\j/\\j/\\j/ SEE NOTE 12 a ° a 39. SEE LANDSCAPE DRAWINGS WHERE APPLICABLE FOR SITE IRRIGATION SYSTEM. °r) ° a� z - N0.05 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO T u� OPTION 1 - NO DISTURBANCE 10, O.C. 5' O.C. INSTALLATION. co PROJ. NO. DSN. BY: OPLANTING BEDS TURF (LAWN) AREAS 4 PLAN VIEW 19139 SC z ' /� ' / (NOT TO SCALE) I 2" ORGANIC MULCH /� // // DWN. BY. CHK. BY: �j j��� �� GRASS: SEED OR SOD r r�/,r� o" a a as cJD sc --I IF I I1 I II � I=III 11 11 1 11 I I1 1 11 1 11 1 11 I Q Q d U 111=1=1=1=1 I-III-III=1=1=1=111=1 11=1 I 5' MIN 1' -III=III=III=III=III=III III=III=III=III=III-III=11 4"-5/8' 18" STANDARD 6"-5/8" III-III-III-III-III=III=III 11=III-III=III-III-III-III MINUS CSTC 3" OF COMPOST -III-III-III-III-III-III III=III=III=III=III=III=11 1.75" OF COMPOST INCORPORATED SEE NOTE 11 MINUS CSTC '�`� I IIIIIIIIIIIIIIII1 IIIIIIIIIIIIIII-III FULL DEPTH 1 /2" EXPANSION INCORPORATED INTO 5" OF =III=III=III=III=III-III III=III=III=III=III=III=11 INTO 6.25" OF SITE SOIL (TOTAL CURB/GUTTER JOINT MATERIAL MPy SITE SOIL (TOTAL AMENDED III=III-III-III-III-III=III 11=III=III=III=III=III=III AMENDED DEPTH OF 9.5", FORA SEE COE STD DEPTH OF 9.5", FOR A -III-III-III=III=III=III III=III=III=III=III-III=11 SETTLED DEPTH OF 8") STANDARD TYPE "A" CURB/GUTTER III -III -III -III -III -III -III 11=III-III-III=III=III=III DTL TR-520 2% MAX � co SETTLED DEPTH OF 8" (NOT TO SCALE) 2• w II III -III III III III III=III III III III III=11 ° a 1 III III -III III III=1-III I III III III=1 III III i 2" R a a d . 1 /2" R l�lllllllli� III �IIIilll III„ g" IIIIIIlylll4lll�lll I III ��II / v I`VA' VA/ OVA' \�VA ' VAl\ SUBSOIL SCARIFIED 4" BELOW (n SUBSOIL SCARIFIED 4" BELOW ram/ A// //A/ //A // //A //A a a a a o a a a a a COMPOST AMENDED LAYER k/\ \/\ \\�\ \/ \/ /\\/ \\/ COMPOST AMENDED LAYER _ - (12" BELOW SOIL SURFACE) // ///\// \/�` //\ /\/ //\// \ (12" BELOW SOIL SURFACE) o ui - NOTES: a a a a 2" MIN 5/8" MINUS CSTC Q CD 3:0 PTI O N 2 - AMEND I N P LACE O R STOCKPILE AND AMEND 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. ON NATIVE BEARING SOIL _ 0_ CDo 1-11 1GENERAL NOTES: SECTION VIEW SEE NOTE 9 �^ z I 0 PLANTING BEDS TURF (LAWN) AREAS 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. V J z w M C) NOTES: (NOT TO SCALE) _ > Q o 3 1. AREAS OF NO DISTURBANCE 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. W O Q N z., �., SHALL BE FENCED AND EXISTING a� 2" ORGANIC /� j�� j�� j� GRASS: SEED VEGETATION AND SOIL SHALL BE 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. /'�/ in Z 0 0 MULCH/,���,/�/,�� p" OR SOD PROTECTED FROM CONSTRUCTION LJ� 0 c 11=111=111=III=III III=III 1-11 IIII=1r I1=III=III IMPACTS. 2. CONCRETE SHALL BE CLASS 3000. Q o O IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. w w O III-III-III=III=III=III=1 III=III=III=III=III=III=III 2. TO MEASURE SETTLED DEPTH, 3. FINISH SHALL BE LIGHT BROOM. 00 U 6" IMPORTED II-III-III-III-III=III-III 1=III-III=III=III=III=III 6" IMPORTED WATER SOIL SUFFICIENTLY TO 6. CONCRETE SHALL BE CLASS 3000. Q w Q -0 TOPSOIL MIX III-III-III=III=III=III- II-III-III-III=III=III=1 TOPSOIL MIX FULLY SATURATE WITHOUT 4. SIDEWALK THICKNESS SHALL BE 4. 20 II-III=III=III-III-III-III 1=III=III=III=III=III=III 7. FINISH SHALL BE LIGHT BROOM. 0 W (COMPACTED IIIIIIIIIIIIIIIIIII III=IIIIIIIIIIIIIII-III (COMPACTED CAUSING EROSION. L.L z DEPTH) 11=III=III=III=III=III-III 1=III=III-III=III=III=III DEPTH) 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. =1 6" l= = I-I=11=11=11I 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 3. COMPOST SHALL MEET SPEC. 0 N 1= // /// I \// j I -/jam// I \'!1= REQUIREMENTS IN THE 2017 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. (n -I , I \ \ y\ II /\\/ I /-II EDMONDS STORMWATER 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE s SUBSOIL IS // //\ // / / / I r SUBSOIL IS DIRECTED BY CITY ENGINEER. 0 SCARIFIED 6" /\ �j\\\ /\\j \\j \�j \\j ADDENDUM (CHECKLIST 7). 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. -0 � / // // / � / / / SCARIFIED 6" •0 BELOW \j / /\\ \j\\/\/ j\\/\ \\ ` BELOW 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. IMPORTED 4. COMPACTION OF TOPSOIL (WHERE 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. TOPSOIL MIX %//AA /jA�/AAA //AjAA %/A`y/AA// A j IMPORTED REQUIRED) TO BE TO 85% (MAX) \/ /\/�/\ /\i 12" /\/\/\ /\/ TOPSOIL MIX 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. -i -����� �\ •� �\ OF THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST OPTION 3 IMPORT TOPSOIL 12. ALL VERTICAL EDGES SHALL BE TACKED. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE �" RADIUS a - (ASTM D1557). N REVISION DATE REVISION DATE REVISION DATE APPROVED FOR CONSTRUCTION DATE: 04/06/2020 POST CONSTRUCTION SOIL DECEMBER 2017 CONCRETE CURB JANUARY 2018 JUNE 2019 CITY OF EDMONDS o � ,CITY OF EDMONDS CITY OF EDMONDS CITY OF EDMONDS N QUALITY AND DEPTH AND GUTTER CONCRETE SIDEWALK DATE: 4priL20, 2020 SCALE AS SHOWN o °' PUBLIC WORKS STANDARD r PUBLIC WORKS STANDARD =a PUBLIC WORKS STANDARD DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL BY: JMvwwlZuta4 DRAWING NO • O ON Fst. 18g� APPROVED BY: SD-642 �St 189� APPROVED BY: R. ENGLISH TR-520 Fst. 1a9� APPROVED BY: R. ENGLISH TR-531 CITY ENGINEERING DIVISION L� 2oF4 .�Z ii MURPHY RESIDENCE m NE 4, SEC 23, T 27, R 03, W. M. z 0 Z (IF STUB FOR FUTURE DEVELOPMENT) 0- SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" 0� TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET U EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, (n RESIDENCE a w o z STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LIJ Of INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT LINE. ALL EXPOSED VERTICAL EDGES SHALL 58EE CLEANOUT a 0 OR ABOVE FINISHED GRADE. (S NOTES4 & 5) BE TACKED NEATLY PER WSDOT STANDARD (S WITH 45' w Z 1' SPECIFICATIONS 5-04.3(5)A APPROVED TACK BEND AND 2' CAP a LOCKING CLEANOUT COVER p Of SEE COE STD DTL SS-200 a J OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION fCLEANOUT (MAX) (TYP) TO AVOID UNDERMINING EXISTING PAVEMENT. 7ZI\//% /./\��\/\/\��\�/�\�/�\��\//�\//��//\/\ o LOCKING CLEANOUT COVER w a PER COE STD DTL SS-200 NOT TO EXCEED 100' BETWEEN CLEANOUTS / ..... ........................................................................ ............................................................................ ............................................................................ CLEANOUT (WYE WITH CAP //i//i//i//i//r\r\r\r\r\r\r\r\ EXISTING aaaaaaa AND CLEANOUT COVER) AND Iz Zoe HMA CONCRETE LEVELING COLLAR J w Ld w :............................. . ww 0 12" LOCKING COVER p_ a 0 .. ... .. .. 12"f FINISHED GRADE a 3 SEE NOTE 3 w END OF PIPER GRIPPER PLUG 6" LATERAL SEWER 22.5' OR 45' BEND SLOPE - 2% MIN TO 50% MAX 6" TEE Ld a w o a a 1 o v, 22.5' OR 45' BEND \�\ dQP�` •i,•�;y� Of a (CHERNE 27061 OR APPROVED I a a 6" TEST TEE EXISTINGi \\�\\� d z o EQUAL ) a 0 -I- -p _ _ _ POSSIBLE 0 cn 6" LATERAL SEWER a SLOPE - 2% MIN TO 50% MAX 6" WYE/6" ROMAC SADDLE SLOPE MATERIAL �/\/\ . a /\/\/� a a a N • C/1 . r •ac. J O ;< �; Q WATER TIGHT CAP ��\�/: /\\/\\/\v\/\\/\\! _F- -!4 SEWER MAIN �� LOCATION SEE NOTES 1 AND 2 /� a\\�/\ Z LEVELING COLLAR 45' RISER SEE NOTE 4 \ \ \ \ POSSIBLE 10 SEWELOCATION AIN AT RA CRUSHED SURFACE BASE BACKFIL SHALLIMPORT OR VBEMCOMPACTED COURSEPER DOT STD TO 95% MAXIMUM DENSITY �' �• 4 :S \ ••• Q �\ SPEC 3) � PRE 45' 12" PVC SLEEVE u'- FERNCO STRONGBACK RC SERIES 22.5' OR 45' BEND REPAIR/RECONNECTION COUPLING (SEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH S 6" RISER OR ROMAC COUPLING 4" OR 6" SIDE SEWER 22.5' OR 45' BEND 6" WYE AND 6" CITY STUB 6" TEE GENERAL CLEANOUT DETAIL 45' BEND 6" TEST TEE POSSIBLE SEWER MAIN � 6" TEE NOTES: 4" OR 6" SIDE SEWER CLEANOUT DETAIL LOCATION 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR 12" LOCKING COVER POSSIBLE BACKFILLING REQUIREMENTS. 1 3 Z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT f SEWER MAIN w of 0 w LEVELING COLLAR w x NOTES: NOTES: LOCATION 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL _ j 0 SEE NOTE 4 MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. � � a a t � ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE 1. IF SEWER LATERAL IS DAMAGED OR HAS TO BE RELOCATED DURING CONSTRUCTION, NOTES: 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING J GASKETED. RELOCATE/REPAIR SEWER PIPE AND RECONNECT USING A FERNCO RC SERIES 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT LLI 12"t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. STRONGBACK COUPLING OR ROMAC COUPLING. DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. EXCEEDING 6". Q 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 2. A CONCRETE/PVC ADAPTER SHALL BE USED TO CONNECT PVC TO CONCRETE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH Z Z 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED 3. INSPECTION OF WORK IS REQUIRED AND MUST BE APPROVED BY THE ENGINEERING WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. GREATER THAN 4" SHALL MATCH EXISTING. W SLEEVE EQUAL. 6" RISER DEPARTMENT. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, ACONCRETE/PVC STRONGBACK FERNCO RC SERIES 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. J Q Q END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. - � Q PLUG (CHERNE 270261 OR APPROVED EQUAL) IN ROADWAYS PER COE STD DWG GU-424 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". m TYPICAL CLEANOUT IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS O UNDER ASPHALT OR CONCRETE CONCRETE COLLAR 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. 0. REVISION DATE REVISION DATE REVISION DATE REVISION DATE JANUARY 2018 SIDE SEWER JANUARY 2018 MAY 2018 TYPICAL HMA AND FEBRUARY 2020 CITY OF EDMONDS SEWER CLEANOUT DETAILS CITY OF EDMONDS RELOCATION/REPAIR CITY OF EDMONDS NEW LATERAL SEWER CITY OF EDMONDS UTILITY PATCH �� PUBLIC WORKS STANDARD �� PUBLIC WORKS STANDARD � PUBLIC WORKS STANDARD �� PUBLIC WORKS STANDARD o0 DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL � o 1s f 189 � S S - 2 0 0 1s } 189 �j S S - 2 0 1 1s } 1 g 9�j S S - 2 0 2 1s } 1 g 9(3 G U - 410 rn < APPROVED BY: R. ENGLISH I APPROVED BY: R. ENGLISH APPROVED BY: R. ENGLISH APPROVED BY: R. ENGLISH V �0 0 a)CD . E 07 TRANSITION 5 PANEL DRIVEWAY WIDTH O STANDARD 1/2" j � m FULL DEPTH CONCRETE 11 EXPANSION JOINT SIDEWALK N Q (Typ) O SEE COE STD 4 V °� 0 a N DTL TR-531 Q (n x C L LL O NIA N 3 10 O !_ 0 � Lo U 0) Q C o w w w / PLANTER / I (n W o O6 \ w w \ PLANTER � Wco (B w ✓ .v / \ w ✓ .v .v U tD U a) Ocu -- --- -- --- - �04- CONCRETE CURB Q DRIVEWAY APPROACH 3' CL p C 0 AND GUTTER, SEE SIDE SLOPE (TYP) FLOWLINEt�8 rn 0 COE STD DTL SLOPE AS NEEDED d TR-520 TO MATCH PLANTER DRIVEWAY APPROACH GRADES No. osN. BY: DPROD. DRIVEWAY APPROACH 19139 SC O WIDTH VARIES 5' MIN 8'-12' OWN. BY: CHK. BY: 2' MIN CJD SC SAWCUT 7 Og 8 %4 V 2% MAX SLOPE r, ROUNDING a \ .A��A��A�a��A,� ��/�/��/i�/��/�//��/I�i��i 6" CONCRETE ui DRIVEWAY APPROACH r 2" 5/8" MINUS CSTC V COMPACTED SUBGRADE 10 z SECTION A -A ui NOTES: = O1 CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR 0 a o 04 o co 0 TO POUR. (%) � 0m Z o 2 CONCRETE SHALL BE CLASS 3000. "_ W w Q 0 33 FINISH SHALL BE LIGHT BROOM. O Q 3 N FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT 0 0 0,O Z 0 SPACING IS 10' CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20'. EXPANSION SHALL BE PLACED AT Z C140 CENTER OF DRIVEWAY. Q (D p w O DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT 0 0 0 3z J wQ O6 A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. U 7O FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH. O8 MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. O9 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 10 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 11 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. REVISION DATE DRIVEWAY APPROACH JANUARY 2018 CITY OF EDMONDS TYPE III T= PUBLIC WORKS STANDARD APPROVEDOOUD FR CNSTRCT/N 6` DATE: 04/06/2020 DEPARTMENT CITY DF EDMDNDS DETAIL DATE: AprLL20, 2020 SCALE. AS SHOWN APPROVED BY: R. ENGLISH 1st. 189cj TR-543 BY. Jo-,AnneZu.&u4 CITY ENGINEERING DIVISION DRAWING NO. C 1 • 3 OF 4 Existing wat the meter an installed on c o 0) c 0 0 0 Cn c 0 U W Z 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 12" NATIVE BACKFILL MATERIAL O FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ WIRE MESH FENCE TO SUPPORT FILTER 2'-0" FABRIC /\��\%/\/ \\% /\z'\//\//\//\//\//\//\//\ /\i BURY BOTTOM OF FILTER MATERIAL 8" TO 12" LL] 6' MAX Li \A 1. �,-N v- NC6o Fp P t � P N 0 �- 28.36' 3 3 30� / ROW 1 3 ,-r line to be disconnected at i a hose bib with avb )roperty. NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. '7 A417� i7il 11` 17' 3 r A 3 ` 46 \P P a p 0- ��� �P G -G-�- -G- - - -G- - - CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE JANNUAARRY 2018 FILTRATION SYSTEMS STANDARD DETAIL R. ENGLISH E R- 9 0 0 so FILTER FABRIC FENCEPER �'� EX SHED TO REMAIN STANDARD DETAIL ER-900 - 1 MURPHY RESIDENCE NE 4, SEC 23, T 27, R 03, W. M. _LS N TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. (2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN i STABILIZED CONSTRUCTION JANUARY 22018 CITY OF EDMONDS ENTRANCE ARTS STANDARD DETAIL 11Ep fillf Oh R. ENGLISH E R - 9 01 QE O p. Fpgy GpR I p pBQ pP II I pF 1 � I ss I CUT AND CAP EX SIDE SEWER 20 MINIMUM FROM PROPO� BUILDING IF REUSABLE. OTHERWISE, CUT AND CAP EASEMENT BOUNDARY. S" 20.0' REMOVE EX SIDE SEWER TESC NOTE: ** I. ALL EXISTING STRUCTURES ONSITE WITHIN CLEARING LIMITS µ*T'I TO BE REMOVED UNLESS 1 OTHERWISE NOTED. *, 10.0' ACCESS AND T*� UTILITY EASEMENT TEMPORARY STOCKPILE (STOCKPILE IS TO BE COVERED WITHIN 24 � _- HOURS) 10 0'-� I 5.0' I GPQ 1 EOPR Q O � Q�0 ,I •3- - .�13 `St. 18y" RECOMMENDED CONSTRUCT/ON SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AS SHOWN AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES, BUT EXISTING FOUNDATIONS TO REMAIN. 7. REMOVE EXISTING DRIVEWAYS AND DRIVEWAY APPROACHES. 8. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 9. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 10. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 11. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 12. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 1. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13 2. 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 3. HAULING ROUTE. THE ROUTE WILL BE 2ND TO CASPERS, 9TH AVE, PUGET DR, 196TH TO HIGHWAY 99 OR 1 5. 4. FILTER SOCKS WILL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM THE CONSTRUCTION SITE. INCORPORATE AND REFERENCE CITY STANDARD DETAIL ER-902. 5. LOCATE AND DISCONNECT EXISTING WATER SERVICE LINE AT METER AND INSTALL A HOSE BIB WITH AN AVB. TESC LEGEND CLEARING LIMITS - - - - - - - - - SAWCUT SIF SILT FENCE PER DETAIL ER-900 OINLET PROTECTION PER DETAIL ER-902 CE CONSTRUCTION ENTRANCE PER DETAIL ER-901 l a l EXISTING CONCRETE SURFACE CONCRETE SURFACE TO BE DEMOLISHED 97_Nt]:E.- lff211 FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN 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 AP§h R. ENGLISH �soN oae JANUARY 2018 STMDM DETAIL ER-90 APPROVED FOR CONSTRUCTION CITY OF EDMONDS Apr&20, 2020 DATE: BY: jo-Awne,,Zuicu f CITY ENGINEERING DIVISION z O o_ U to u1 r) ti w: J N Q .9( n O �S"PRO 00 (. 00 0) CO-;J: EL 0') r-- a) o •= N C/) X cliu- N ai 0-)0 C >�o <c c C: 0 LLI L CO= > 0 CD0U cN rn o PROJ. NO. DSN. BY. 19139 SC DWN. BY. CHK. BY: CJD SC z O 0 z < w < J U DATE 04/06/2020 SCALE.AS SHOWN DRAWING NO. C2.0 4 OF 4 0 O 3 N O z co p w M o 0 < rn 0 OO Nz 0 CD0_j w 0 U w�