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APPROVED BLD PLN FIR RESUB3 BLD2022-0439+Architectural_Plan+4.25.2023_3.10.50_PM+3504943N N 0 M w Q) '� cB CV 0 c+� N <r- CV CV M CV O N N GENERAL NOTES 1 All materials, workmanship, design, and construction shall conform to the drawings, specifications, and the following applicable codes used in the design: 2018 INTERNATIONAL RESIDENTIAL CODE 2018 WASINGTON STATE ENERGY CODE 2 Contractor shall contact architect immediately in case of any discrepancy between drawings and site conditions or code requirements. 3 Provide attic/roof ventilation per IRC R806. 4 Unvented Enclosed Rafter Assemblies per IRC R806.5 5 Provide attic access min. 22" x 30" per IRC R807.1. 6 Provide crawl space ventilation per IRC R408.1. 7 Provide crawl space access min. 18" x 24" or wall access min. 16" x 24" per IRC R408.4. 8 Dimensions are to face of concrete and face of stud unless noted otherwise. 9 Applicable codes, ordinances, and minimum structural requirements take precedence over all drawings, notes, specifications, and sizes. 10 Verify dimensions before beginning work. 11 Do not scale drawings. 12 Provide approved draft -stopping in concealed space between ceiling and floor per IRC R502.12 & R302.12. 13 Provide approved fireblocking in walls, concealed spaces, soffits, drop ceilings, and under stairs per IRC R602.8 & R302.12. 14 Provide solid wood blocking as support for all wall mounted fixtures. 15 All exterior openings exposed to weather shall be flashed to make weatherproof per IRC R703.2 , R703.4, R703.7.3, R703.8, R903, and R905. All flashing, counter -flashing, and coping shall be minimum 26 ga. galvanized. 16 Provide weather resistive barrier per IRC 703.2 and R903. 17 Caulk all openings per mfg specifications. All exterior joints shall be sealed, caulked, gasketed, or weather-stripped to limit air flow at windows, doors, openings between walls and foundations, walls and roof, utility service penetrations, etc. 18 Provide flow control devices for all new fixtures; showers @ 1.8 gpm., Toilets @ 1.28 gallons max per flush, lavatory faucets @ 1.2 gpm, and kitchen faucets @ 1.9 gpm max. All flow rates for plumbing fixtures to comply with WAC 51-56-0400. 19 Smoke detectors located and installed per IRC R314 to be hardwired with battery backup and conected to sound alarm in all locations on trigger. Carbon Monoxide detectors shall be located and installed, per IRC R315, outside of each separate sleeping area in the immediate vicinity of each bedroom as required. Placement per plan. 20 Safety glazing is required to be permanently marked. Provide tempered glass at required hazardous locations and category ii glass enclosure doors and panels per IRC 308.4. 21 All skylights shall conform to IRC R308.6 and be installed per MFR's details and specifications. 22 All shower enclosures shall be finished to a height of 72" with a hard, non -absorbent material. 23 Water heaters shall meet the requirements of 1987 NAECA and be so labeled. Water heaters shall be strapped to resist displacement by an earthquake per UPC. 24 All structural panel components within conditioned space shall be identified as exposure I, exterior or HUD -approved per R702.5. 25 Provide emergency escape route for bedrooms and basements per IRC R310. 26 Stairways, exits and handdrails shall conform to IRC R311.7 requirements. Stairways with 4 or more risers shall have a continuous 1 1/2"handrail, 34"-38" above nosing of tread, which returns to a newel post or wall. Openings in rail shall be less than 4" clear in any direction. 27 Decks and guardrails to conform to IRC R312 requirements. 28 All ceiling heights shall conform to IRC R305. Habitable space, hallways and portions of basements containing habitaable spaces shall have a ceiling height of not less than 7 feet. Toilet rooms and laundry rooms shall have a ceiling height of not less than 6 feet 8 inches 29 Building to be secured from criminal acvitity per IRC R333. 30 Clearances of listed appliances from combustible materials shall be specified in listing. Unspecified shall comply with IRC M1306. 31 Kraft backed batt insulation with vapor barrier on warm side of structure between heated and unheated space shall be provided UNO. R-values of insulation are as specified on prescriptive path WSEC requirements unless otherwise noted. 32 All wood in contact with concrete or ground to be treated or naturally decay resistant per IRC R317.1. 33 Vapor barrier under all concrete slabs, lapped min 12" at all seams and taped. 34 Mechanical and service hot water piping to be insulated per R403. 4 and R403.5. 35 Per IRC R401.3, surface drainage shall be diverted into a storm sewer or other point of collection. Grade to drain surface water away from foundation walls 6" in the first 10'. When not possible, provide 5% slope away and direct into swale. Swale shall be sloped a minimum of 2%away from building when within 10' of building. 36 Existing roof/ceiling, wall or floor cavities exposed during construction shall be filled with insulation per WSEC R503. 37 Construction erosion control measures must be in place and approved by the City of Shoreline prior to any earth disturbance. 38 No sediment shall be tracked into the street or onto paved surfaces. Sediment shall be removed from trucks and equipment prior to leaving the site. In the event of failure of erosion control system resulting in sediment being tracked onto paved surfaces, the contractor shall immediately implement measures to correct the situation, and street sweeping shall be employed on an emergency basis. If street sweeping vehicles are utilized, they shall be of the type that actually removes sediment from the pavement. 39. Guard rails to resist 200 Ib concentrated load on top rail and 50 PSF load on infill components. Max 4" CLR between intermediate rails. 40. Refer to structural for direction, spacing, size and species of structural beams, joists and rafters. 41. NFPA 13D residential fire sprinkler system to be installed under separate permit. PERSPECTIVE Fire Approves with Condrtions 02'22�7023 kfrtterer Index Sheet ID A3 Note of undsrstandinq that a Fire spr�nkl� � system eS reQuired, A r ed flow thrpt�h 4es,gn will m�;��t spQc�t�cat�ons and rOd�� oqu�p�n and cont�nu� � � nCe reQuiremBntS ECDC 19 03.020$2. (BFbw) � Prpv+Oo a nrnlmum OOn'�O�natton write{ servtCe o1 one InICh (t . > ; meter and On@ and one hell �111Z,1 SPIYIC@ Ilse, Or show tfi,.�; - dornest�c end fre protection needs can be met with a smaNer SE�rV108. . SIGNED EARTH SUBSIDENCE AND LANDSLADE HAZARD AREA MAP 1 f � t° . � � l,� v North Edmonds Earth Subsidence and landslide Hazard Areas Map Legend North Edtrlonds Earth Subsidence and Landslide Hazard Area Q(See ECDC 23.80.020 B.1 ar�d ECDC 19.10) (Nate: Boundaries are the approximate exten of previous landsliding; hazards are present adjacent to the lands9ide boundaries) Ste�i Slt�pe Areas: Slope of 40°10 or steeper and with a vertical relief of ten (10) ft or more (See ECDC 23.80.020 B2) Minimum huffier equai to the height __ of tl7e steep slope or 50 feet, whichever is greater (see ECDC 23.80.070 A.1) �' '� (The buffer shown is the minimum buffer �.• adjacent to ttte North Edmonds Subsidence r and Landslide Hazard Area; a similar J buffer wou0d apply to steep slope areas, ' but is not showrs on this neap For clarity) , 2 it Topographic C©rtoe�i� Vertical datum: NAVD88 n ParccE 0 100 2� scaler Map creaAed by Landau Associates, Inc. (May NOG) Aerial photo. City of Cdrnonds Topographic contours and sleep sbpes data derived from LiDAR data: City of Edmonds (February 27, 2005) �� I ' I .�,� I I �---- -r, J �. � _ I ---I �! I C � i 1• I � - I -�� . � � I _i � �--, � I r -- I �-�- �� r I i �_ _ �. � l � � __ I �� I � �-�� _ -=- � - I' r � I � 1-,��,�_ -- .l ,_ - °� 1 - ,/ �=; �.�.�_ .ram= � • i--- 1 � i1� sir. �-� � � , /�,_' - � / �� , \ -� L � � I �-�,- ' ��/ I `. j , �/ �- --� _r-__-I r i � � I r' • rl i t r ti' J �,-� , � �; -,I r. ; 1 I � � I -. �� , -_ ,_� � l L ., �� I -,_.�I �-- �. / -r` � - , �. �� - i � I. . / �, �/ �-��. - % -' �, / �' �.% i -� ., 1 , �l� I �, �, i -- I / � l a 1 1- � ��-. -,� . � I I. � � � ,:_ u . pursuant to Edffionds Community Development Code Chapter fl�.fl® sites designated within or near the 1®Toa°th jEdrnonds Earth Saxlbsidence and f,andslide �Iazard Area shall be designated on this ffiap which indicates areas of earth saabsidence and landslide hazards in excess off normal allowances. SHEET INDEX ID Name G.01 GENERAL INFO G.02 SURVEY G.03 SHORT PLAT &EASEMENTS G.04 CODE INFO CS-01 COVER SHEET ER-01 TESC. PLAN ER-02 TESC. NOTES AND DETAILS ER-03 TESC. NOTES AND DETAILS HC-01 HORIZONTAL CONTROL PLAN GR-01 DETAILED GRADING PLAN RD-01 DRAINAGE PLAN UT-01 UTILITY PLAN DT-01 NOTES &DETAILS DT-02 NOTES &DETAILS A.1 SITE PLAN A.2 TREE RETENTION/ REPLACEMENT A.2-1 TREE RETENTION/ REPLACEMENT A.3 FDN. /CRAWL PLAN A.4 FIRST FLOOR PLAN A.5 SECOND FLOOR PLAN A.6 ROOF PLAN A.7 ELEVATIONS -HOUSE A.8 ELEVATIONS -HOUSE A.9 ELEVATIONS -GARAGE A.10 SECTIONS A.10-1 SECTIONS A.11 DOOR SCHEDULES A.12 WINDOW SCHEDULES A.13 ASSEMBLIES A.14 EXT. DETAILS A.15 EXT. DETAILS A.16 EXT. DETAILS S1.1 GEN.STR.NOTES S1.2 GEN.STR.NOTES SH1 SHORING PLAN S2.1 FOUNDATION & 1ST FLOOR FRAMING PLAN S2.2 2ND FLOOR &GARAGE ROOF FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.1 TYP. CONCRETE DETAILS S3.2 CONCRETE DETAILS S4.1 TYP. WOOD FRAMING DETAILS S4.2 WOOD FRAMING DETAILS S4.3 WOOD FRAMING DETAILS S5.1 STEEL DETAILS S5.2 STEEL DETAILS VICINITY MAP NOT TO SCALE PROJECT INFO OWNERS: NATHAN AND CALLIE ANGLE 5194 S SPENCER ST SEATTLE, WASHINGTON 98118 360.920.9843 nxangle@gmail.com PROJECT ADDRESS: 15724 72ND AVE W EDMONDS, WASHINGTON 98026 PROJECT DESCRIPTION: CONSTRUCTION OF NEW RESIDENCE �J LEGAL DESCRIPTION: SECTION 05 TOWNSHIP 27 RANGE 04 QUARTER SW MEADOWDALE BEACH BLK 000 D-01 LOT 4 CITY ED SP NO PLN2014-0015 REC AFN 201612095001 BEING A PTN LOTS 25 & 26 EXST PLAT PARCEL TAX NUMBER: 00513100002601 ZONING: RS-20 CONSTRUCTION TYPE: V-B MAXIMUM HEIGHT: 25' MAXIMUM COVERAGE: 35% STREET SETBACK: 25' SIDE SETBACK: 35' TOTAL OF BOTH SIDES, 10' MIN ON EITHER SIDE REAR SETBACK: 25' PROJECT CONTACTS ARCHITECT: fln order to designate the subject project development site located at 15724 72nd Ave W Edmonds, APPROVED OBTAIN ELECTRICAL ALL WORK SUBJECT CAST ARCHITECTURE PERMIT FROM TO FIELD ashington, the f®ll®wing maps, suarveys or otl�ea° noted ite�nns _below were uused: PLANS MUST BE STATE LABOR & INSPECTION FOR FORREST MURPHY ON JOB SITE INDUSTRIES CODE COMPLIANCE 206.256.9886 • Geoteclinical Report prepared by Robert Ward, Geotech Consultants, Inc. tim@CASTarchitecture.com • L,and Survey prepared by Vincent J. Townshend, LDC Inc. an ela@CASTarchit�r+� irc rnm • "I certify aandei- penalty of perjury that the site location designation has been made to the best of my knowledge and belief, following an investigation of all information and documentation in my possession as weIl as reasonably obtainable information in the possession of others, including public agencies. �,uy information which would tend to designate a differing location for the site is attached as a part of my designation as well as all information upon which l reasonably relied." Site lPlotte ; �- itecture Date 04/01/2022 Signed � Date 04/01 /2022 Title Archi ct APPROVED BY.PLANNING �� .�.�.�.� 'A separate Plumbing permit is required for this' permit. Please obtain a plumbing permit from �t�■'llll-O� � dam. �. �. �. �. �.J 'Special Inspections required for this permit City Of Edmonds Building Department Work SFR Address 15724 72ND AVE W Owner ANGLE Approved Date 5/02/2023 Building Official �Qstv�vzzr�t w. Ti Permit Number gLD2022-0439 g STRUCTURAL ENGINEER: GREGORY COONS SWENSON SAY FAGET 206.956.3727 gcoons@ssfengineers.com GEOTECHNICAL ENGINEER: ROBERT WARD GEOTECH CONSULTANTS, INC. 425.260.1114 robes@geotechnw.com CIVIL ENGINEER: SANG PARK LDC, INC. May 01 2023 Please provide the proper documents to the City■ ■Inspector 425.286.2724 spark@Idccorp.com upon request. I ...�...�.�...�.....�...�.�...�...�.�...�.....�.�. �1. Concrete Construction � The following documentation shall be available on ; SURVEYOR: �2. Cast in place deep foundation I site for the building inspector: LDC, INC. �3. Cold form Steel deck construction ■ � 425.286.2724 I4. Epoxy Grouted Installations � ; ■ spark@Idccorp.com ■5. Structural Steel/Welding High Strength Bolting � - '. � COE APPROVED ARCHITECTURAL PLAN SET ; I6. ; ARBORIST: ■7.Structural Steel Fabrication,erection, and (observation by design professional � ■ ; ❑x COE APPROVED STRUCTURAL PLAN SET - ! HAILEY MACKAY 206.849.4573 ■8.Retaining Wall I ; COE REVIEWED CALCULATION PACKET ■ haile amacka mail.com y y@g �9. Gradin�q/soils ,fill placement, and dens'I�t rr - - ■ �'� �'�'�'�'�'�' '�'� ' � ENERGY CREDIT WORKSHEET ■ ■ REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 - � SITE PLAN ; - CIVIL PLAN ■ ■ ❑ ■ - - ■ - ■ ❑■ ■ ■ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ LJ.J � M � to � voo� v � �� v � � � a, � � � . U � '� `° LJ.J M � � u1 � � = i N _ 2 0 V c v � � o U U ,� � N ��Q a�- �, U Q W U z N W � � � � W � � J CV � V Z � O � ti Q � w N 0 a Q � � � N � � � M o � H � H � I- C� Z U � I- Q � � w a w iZ w � � w > w � a� � N N N N N � � � � � N .� o � o 0 0 RESUB O Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ZDEPARTMENT J � N� I..L W Z rW V Q N N 0 N -o 0 3 m i N c� i m .3 0 0 T i U o' N Q I 0 J 3 .� 3 0 i N i N 0 N .� .3 0 A PORTION OF THE SE �/4 OF THE SE �/4 OF SEC 2, TWN 27 N, RGE 6 E, W.M., SNOHOMISH COUNTY, WASH/NGTON ANGLE PROPERTY BOUNDARYAND TOPOGR.4PHlC SURVEY SURVEY INFORMATION VERT/CAL DATUM NORTH AMERICAN VERTICAL DATUM-1988 HOR/ZONTAL DATUM.• NAD 83/91 WASHINGTON STATE COORDINATES —NORTH ZONE S/TE BENCHMARK PROJECT BENCHMARK.• ' SEWER MANHOLE LID ON SUBDIVISION DRIVEWAY. AON DES 'A AMEN � ( ELEVATION = 260.08 FEET ACE BD �A� PAR AD�US g5002� \ AD � WD N �A� �2� � ��NE 0 � 6 032 \ \ BAS/S OF BEAR/NG MDPP�EMD PD' I �D ND 2 \ o \ NAD83/91 FROM GPS OBSERVATION SD �D�. 5' I (AD 155� \25 SURVEYOR NOTES ` APPROXIMATE LOCATION OF 1997 \ \ LANDSLIDE THAT IS NOW REPAIRED \ \ THIS SURVEY WAS CONDUCTED WITH THE BENEFIT OF A TITLE REPORT FROM CHICAGO TITLE COMPANY OF WASHINGTON WOOD FENCE CORNER \ \ COMMITMENT N0. 500096131 DATED 5/28/2020 DISTRIBUTION EASEMENT IS 0.5' NW OF CALC'D (AF N0. 9806080663) I PROP. LINE \ ------ - I I �-��_ \ o ANOPY ELEVATION = 243.86 ' �' , ` � `, SCALE: 1" = 20' — — — —-------- -- ; ,'�' �F ,,, �3.1g, , ,y-y. ,1 �I '�� 111 �i i �, CANOPY ELEVATION = 244.45' s.ze� ',' � 20' 0 20' 40' — — — _ I CANOPY ELEVATION = 246.t�1''y —; � � � LEGEND n u X" A X" C X" F X' H X" M CB ® DMH 11 C PT �TEL ®WM (�� S SSMH �SDCO PV u • CAN PAINT MARK GAS PAINT MARK TELCO PAINT MARK WATER PAINT MARK POWER PAINT MARK SANITARY SEWER FORCE MAIN APPROX. LOCATION FROM ASBUILTS STORM LINE WATER LINE SEWER LINE ASPHALT LINE BUILDING SET BACK LINE EXISTING PAVEMENT EXISTING CONCRETE EXISTING GRAVEL EXISTING BUILDING ALDER TREE X" DIAMETER CEDAR TREE X' DIAMETER FIR TREE X" DIAMETER HEMLOCK TREE X' DIAMETER MAPLE TREE X" DIAMETER CATCH BASIN STORM MANHOLE GAS VALVE JUNCTION BOX POWER TRANSFORMER TELCO RISER WATER METER WATER VALVE IRRIGATION CONTROL VALVE SEWER MANHOLE STORM CLEANOUT POWER VAULT TREE CONIFEROUS TREE DECIDUOUS SET WOOD STAKE ON LINE FOUND REBAR AND CAP "LDC 37547" REFERENCES EQU/PMENT &PROCEDURES SNOHOMISH COUNTY RECORD OF SURVEY RECORDED UNDER METHOD OF SURVEY: AF N0. 9704075002. SURVEY PERFORMED BY FIELD TRAVERSE SNOHOMISH COUNTY RECORD OF SURVEY RECORDED UNDER INSTRUMENTATION: AF N0. 200608035307. LEICA MS-50 ROBOTIC TOTAL STATION WITH DATA COLLECTOR AND LEICA GS-14 GPS MAINTAINED IN ADJUSTMENT TO MANUFACTURES SPECIFICATIONS AS LEGAL DESCR/PTION REQUIRED BY WAC 332-130-100 LOT 4 OF CITY OF EDMONDS SHORT PLAT N0. PLN PRECISION: 2014-0015, ACCORDING TO THE PLAT THEREOF RECORDED MEETS OR EXCEEDS STATE STANDARDS UNDER RECORDING N0. 201612095001, BEING A PORTION OF WAC 332-130-090 LOTS 25 AND 26 OF MEADOWDALE BEACH, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS AT PAGE 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. \ ;. ,..-. � GPM \ ,.� SSCO. .1. �. � \ � ' � � \ \ \��' � - WI \ I \ SDI' ��'_-- � '� : ��. `GANG � � _ _ _ _ — — — ,,_� - �,� _; '-��GV� � 3 SSA DES � � \ �pM j, �,� �; I — SD — , ; 21.8"F; a�_ _ � \ \ "' FOUND REBAR \ 1 �� _ — _ ^, -ry � \� �, �I� Og 0 \ � \ � AND CAP � SD � � �8"F � `,``I �„' 23.8"M � ADD 0�612 SS STUBS \ �\ \ y "LDC 48761� � � � 10' PRIVATE STORM �, , I� � DRAINAGE EASEMENT ', �, �,,,' ; 23'S'C U, \ -;-_`�,�/ �. F N --.` \ � i. � (AF. N 0. 201603295002) � -. o � � � . - - - - � A - • � ,; � �� ( ACCESS &UTILITY EASEMENT ,. CANOPY ELEVATION = 251.37'----'`Z5 ___ \ \l ---_ ''.�%14.7"M ':� '�� 1�� (AF. N0. 201612095001) � � ' ,' \ .% - `, � 17.b�yA'� , . � , 17.6"M , .` � i� N2'15'38•E � I 10' PRIVATE STORM \ y �i ` � _ _ _ `„ - �, ; ,� `' � �, , y / � \ 20.00' • I DRAINAGE EASEMENT'-----' ---- � � i � � �� n � � � � �, � �'" � \ I PM � AF. NO. 201603295002 -- / � � � �� %�� \ `�, � ', �� --- ' � 19.4"M ,' 11"M 19.�':M -- 52.2T 1-- CANOPY ELEVATION = 248.62' ,' � / i i � APPROXIMATE LOCATION � � � / � � ' � _ � .' `, ,' � � _ � _ -; r, _ ' ' � EL �, �, \ � � OF EXISTING SD TRENCH 1815A ', �-;- � �' �' �' ,, - 16•M ' N � � � � � � FOUND REBAR � P ,� � � �i � 18"A ,' r .,I, - ,� �, AND CAP TEL �,. � / \ � ',18.a'F \ a \ i i � �F � �` `�.,,_/, � _ _ `�� _ _ :y "LDC #48761" � / \ 'So � � � � 1 J.S M � 8.3•M 20"M I � / • � I / � � �� l / � l .� `� \ � i � -226\ "�8"M 23.6"M f _ , - \ _ _ _ 9"DEC N D. \ Z / / I l l � / I � �� f �(� � C 47.3" F �� \ <,, � 45' � � � _ � � 18' DEC ' RD 25 \ l l � ( I \ \ � 369.95' w � 12'�uf - I _ / PA �D � f / / � l \ \ \ \ \� \ \ � ', \ - 228 34'E � � - / � - -258 300 \ / /�/I � � \\\ \\ \\ \\ � Nl9'26' / 3 �( \\ \ _ �\ i J N �� 9"DEC 16" DEC 20• M I 20" M M 05 � / / / / / I \ \ \ \ \ EV\ , \ � - �6.80' ' � � � 10•DEC / 18"DEC �``V 13'M / / 0 \ / / / I \ ( \ \ \ \ \ CAtJOPY EL ATIO�J = 273.05' ,_ � � 12• DEC �,.f � / / � � / 15"DEC � �- / �. � \• I / � �'// � \ \ (\`\ \\\\\\ \ \ \\\\\ \\\\\\ \ \ \\ \ \ �----230-��-� � �,5pi 11"DEC 18"DEC � � �..f.�_. 1 \ TOE OF SLOPE \ I / / I / ` ( ( \ \ \\ \ \ \ \ \ \ \ \ 3 ,\ \ \ �. \ \ \ \ � \ '� / � 16"DEC � 25'M� o �`. -260 . . 1 ( � \ \ \ \ \ \ 11 � \ \ \ \ \ \ �\.\ \ \ ,' 16•DEC 10•DEC � I ,n/ ., . . / / \ \ \ \ \ \ \ \ \ \ \ \ \ - 232 � � 11"DEC 20"DEC y M 30" M N � i \ � I � \ \ \\\\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ I \ \I I \ \ I I I`�'t 1� \"\� � - _ � � 9"DEC 9"DEC � %2 �/ 1TCON '_' � �/ r \ \ \ \ \ I I I \ I I I I I I I I I ` \ \ \ \ 10" DEC \ r'� I N / h� � � ;. I . . _ \<< II 111 II\I 111 II II111111 II II111111 \\ \\\\\\\�\ \ � I I � `� I � ,._.: . � I I III IIIIIII IIII I IIII �\ \\ \\\ \\ \\ � \ 20"DEC \2� I I I // N \ \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I\\\\\\\\\\ \\ � �`' t'; � 48°M �-' O I z \ I I I I I I I I I I I I I I I I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , ' z34 � 15' DEC �j 65' BSBL FROM TOP OF \ \ I� I I �; I I I I I I I I I I III I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ( `�.,,_/ STEEP SLOPE IDENTIFIED \ % L� I N � I HYD \ � IIII 1 I I I I I I I I I � 1 \ � \ \ \ \ \ \ \ \ \ \ �;;,� oN rHls suRVEY \ L O " I � `� \ I I I I I I I I I I I I I I NATIVE GROWTH PROTECTION EASEMENTS \\ \\\\ \ \ \ v� I I I I I \ \\\\\ \\ � � \ I w I I I I � � � � � \ � \ \ \ \ \ \ BUILDING SEf �, I� I I I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \Ti4P 'E�F\STEI�P�L6P \ \ \ \ 24 M BACK LINE 10"CON \ I M I I I I I I I I I \\ \ \\ \\ \\\ \\\\\\\\\\\\\\ \\ \\ \\\ \\ \\ \ � 1�'coN 11 29,673 SF —GROSS � I \ \ \ \\ \\ \\ 17 ON \ I � I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 48" DEC F 15724 72ND A l/E W � \ I �, o I I I o �- I I � \ \ \ \ \\ \\ \\ \\ \\\ \\ \\ \\ \ \ \ \ \ \ I Z I � � � I '� \ \ 60 \ \\ \ �\ \ \ \ �i \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \\ �� \ \ \ �\ 10"DEC 1Cl'CON \ ROAD BARRICADE \ I I I I � \ \ \ \�\\\ \\ \\\\\\gyp\\\\\\�9p\ \ \\ Epp\\ \\�io\ \\ \\ \ \ \ \\ \\ \ �_ 18°CON � 13"CON 11 � � � 1\ � I \ I I I I \\ \\ \\ \\ \\ \ \ \ \ \\ \\ \\ \\ \ \\ \\ \ \ \ -238_ 10"CON 11 \ I I I \\\ \\ \\ \\\\\\ \\\\� \� \\\\\\ \\\\\ \\\\\ \\ \\ \\ \\\ \\ \\ \\\ 10•CON 10•DEC T3"CON \ \ \ \ \ \ I \ I I I \ \ � � \\ \� \\ � \\\ \\ \\ \\ \\\ \\ \\ \\\\ 11"CON ��j5� r \ \ \ \ \ I I I i l � \ � \ � \ \ � \ � \ � \ \ \ � � � \ \\ \\ \\ \\ \\ \ \ \ \\ \ 11"CON \ 13"CON \ \ � I I // \ \ \ _ s"coN �� 1 11 I � I � \ � / 12•CON 1TCON \ I N8T40'31•W 360.73' \ 1 PAR�E��D � �0 0�5�3300 11"CON 11"CON 10"CON 24"DEC 1 1 I � I FOUND 1-1/2" O.D. IRON PIPE, SET IN CONCRETE (HEAVILY DISTURBED), 1.4' S & 2.8' W OF CALC'D PROP COR (MAY 2013) I � I� I EX CB RIM=262.69' IE 12"(PVC)S=256.60 IE 12" PVC N=255.84 SITE BENCHMARK EL = 260.08 EX SSMH RIM=260.13' IE 8"(PVC)N=250.11' IE 8" PVC S=249.18' IE 6" PVC W=251.07' EX SSMH RIM=260.08' IE 6"(PVC)W=251.98' IE 6" PVC E=251.08' EX CB RIM=256.00' IE 12"(PVC)W=251.36' IE 12" PVC N=251.38' IE 6" PVC E=251.98' EX CB RIM=255.82' IE 12"(PVC)E,S=249.66' PAR�E�OD22 � 9 0�5�3300 m zZ o� (� U N �� W w 0 0 Z � r M o I�.� �� a�� '� c � a� ' C Y +� � �- �. bA � � +, � � U � cn u� a �, Y �n � � r" o u O U O V w Z � �, � 3 �� °' c Q � � :a -a �; � C c - °' � N •j r' � � o o -a °'• f'V � 7 0 cv r W � w a U � v WW � w J O WW Z Q � O Q o�� 000 QJ j W m ��fv� Q� A t` i � 52841 �> �� 'CISTERF'� l�AL LAB �� JOB NUMBER: C21-164 I C21-164 BT I� ,SERVICES DRAFTING BY: JMA DATE: 8-4-21 SCALE: 1' = 20" JURISDICTION: SNOHOMISH BT-o� SHEET '� OF 1 N N 0 C''M �_ W G6 CV �F' O c" � N �' CV CV M CV O N N RECORDED ACCESS AND UTILITY EASEMENTS AMENDED LOT LINE ADJUSTMENT CITY 0 F PEN-2013-0048 E D M O N D S CITY OF EDMONDS, WASHINGTON EASEMENTS AND RESTRICTIONS ADJUSTED LEGAL DESCR/PT/ON (CONY/NUED) 1. SUBJECT TO THE EASEMENT AND THE TERMS AND CONDITIONS THEREOF TOGETHER WITH; GRANTED TO PUD N0. 1 OF SNOHOMISH COUNTY FOR THE PURPOSES OF CERTIFICATION OPERATING, MAINTAINING AND REPAIRING UNDERGROUND OR OVERHEAD ELECTRIC THE EAST 380.73 FEET OF TRACT 25, MEADOWDALE BEACH SUPPLEMENTAL PLAT, TRANSMISSION AND/OR DISTRIBUTION SYSTEM, RECORDED ON NOVEMBER 28, ACCORDING TO THE PLAT THEREOF RECORDED UNDER VOLUME 5 OF PLATS, I CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTIES DESCRIBED ON 1977, RECORDS OF SNOHOMISH COUNTY, RECORDED UNDER RECORDING PAGE 42, SNOHOMISH COUNTY, WASHINGTON, BEING MORE PARTICULARLY THIS SURVEY AND I CERTIFY THAT THIS LOT LINE ADJUSTMENT IS MADE OF BY NUMBER 7711280261. DESCRIBED AS FOLLOWS; MY FREE WILL AND ACCORDING TO MY DESIRES. 2. SUBJECT TO THE OBLIGATION FOR COSTS AND EXPENSES RELATED TO STORM COMMENCING AT THE NORTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL; DRAINAGE LINE EASEMENT BENEFITING SUBJECT PROPERTY. SAID EASEMENT IS THENCE S 02'15'38" W ALONG WESTERLY MARGIN OF 72ND AVENUE WEST A PROPERTY OWNERS) SIGNATURES DISCLOSED BY DOCUMENT RECORDED UNDER RECORDING NUMBER 9806080663. DISTANCE OF 194.46 FEET TO THE POINT OF BEGINNING; THENCE N 62'18'20" W, A DISTANCE OF 127.98 FEET; 3. SUBJECT TO THE RELEASE OF DAMAGE AGREEMENT AND THE TERMS AND THENCE N 18'19'17" W, A DISTANCE OF 119.54 FEET; CONDITIONS THEREOF RECORDED ON JULY 21, 1998 UNDER RECORDING THENCE N 88'20'S7' W, A DISTANCE OF 25.00 FEET; NUMBER 9807210188. THENCE S 40'04'02" W, A DISTANCE OF 27.92 FEET: THENCE S 15'S5'OS" E, A DISTANCE OF 33.48 FEET; T�kZI �� /,ZJ 4. SUBJECT TO THE CONTRACT FOR REIMBURSEMENT OF STREET CONSTRUCTION THENCE S 74'04'S5" W, A DISTANCE OF 72.56 FEET; MEADOWVIEW ESTATES, LLC. COSTS AND THE TERMS, CONDITIONS AND PROVISIONS CONTAINED THEREIN THENCE N 88'42'22" W, A DISTANCE OF 92.53 FEET; UNDER RECORDING NUMBER 200804141171. THENCE S 02'15'38" W, A DISTANCE OF 133.36 FEET; THENCE N 74'0T33" E, A DISTANCE OF 233.74 FEET; ACKNOWLEDGMENTS STAFFAPPROVAL THENCE S 62'18'20" E, A DISTANCE OF 142.40 FEET TO THE WESTERLY MARGIN OF 72ND AVENUE WEST; STATE OF WASHINGTON ) APPROVED A AUTHORIZE FOR RECORDING BY THE CITY OF EDMONDS PLANNING THENCE N 02'15'38" E ALONG SAID RIGHT OF WAY A DISTANCE OF 33.22 FEET C TO THE POINT OF BEGINNING. SS. DIVISION BY COUNTY OF KING ) ADJUSTED PARCEL B I EI�TJFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT THIS a�� DAY OF_, 2016 THAT PORTION OF TRACT 24, MEADOWDALE BEACH, ACCORDING TO THE PLAT �, ISD�'27< �j%/%DITi1tJl1 IS THE PERSON WHO APPEARED BEFORE ME, THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED THIS INSTRUMENT, ON ORIGINAL LEGAL DESCRIPTION SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND BEGINNING AT THE NORTHEAST CORNER OF TRACT 24: ACKNOWLEDGED IT AS OF 17/ n n, //iD � � b�TO BE ORIGINAL PARCEL A THENCE SOUTH 3'21' EAST 164 FEET TO TRUE POINT OF BEGINNING; THE FREE AND VOLUNTARY ACT OF UCH PARTY FOR THE USES AND PURPOSES THAT PORTION OF TRACT 24, MEADOWDALE BEACH, ACCORDING TO THE PLAT THENCE NORTH 89'57' WEST PARALLEL TO THE NORTH BOUNDARY OF SAID MENTIONED IN THE INSTRUMENT. THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF SNOHOMISH TRACT 24, 438 FEET, MORE OR LESS, TO A POINT 120 FEET EAST OF THE EAST LINE OF SAID COUNTY ROAD CROSSING SAID LOT 24; COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID COUNTY ROAD AND 120 _ • DATED FEET DISTANT THEREFROM 100 FEET, MORE OR LESS, TO SOUTH BOUNDARY OF - SIGNATURE OF N TA Y'PUB C BEGINNING AT THE NORTHEAST CORNER OF TRACT 24; TRACT 24; ppTTJ PRINTE NAME • THENCE SOUTH 3'21' EAST 164 FEET TO TRUE POINT OF BEGINNING; THENCE IN AN EASTERLY DIRECTION ALONG SOUTH BOUNDARY OF SAID TRACT � ajiiis"••. � �p�.�'ri THENCE NORTH 89'57' WEST PARALLEL TO THE NORTH BOUNDARY OF SAID TRACT 24, 438 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF TRACT 24; :pN TITLE °./+ 24, 438 FEET, MORE OR LESS, TO A POINT 120 FEET EAST OF THE EAST LINE OF THENCE IN A NORTHERLY DIRECTION ALONG THE EAST BOUNDARY LINE OF TRACT Or � RESIDING AT SAID COUNTY ROAD CROSSING SAID LOT 24; THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID COUNTY ROAD AND 120 24, A DISTANCE OF 100 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. �•',j�o,'�1�,`9��;=� MY APPOINTMENT EX RES o7 - Os:' A9�/C ��.�•°� E}tSEMEN'r THEREFROM 100 FEET,. MORE OR LESS, TO SOUTH BOUNDARY OF TOGETHER WITH; °P •S, 4-�' E PROVISIONS q TRACTD24ANT THENCE IN AN EASTERLY DIRECTION ALONG SOUTH BOUNDARY OF SAID TRACT 24, THE EAST 380.73 FEET OF TRACT 25 AND TRACT 26, MEADOWDALE BEACH N FkspMEN7 438 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF TRACT 24; SUPPLEMENTAL PLAT, ACCORDING TO THE PLAT THEREOF RECORDED UNDER .E MENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING THENCE IN A NORTHERLY DIRECTION ALONG THE EAST BOUNDARY LINE OF TRACT VOLUME 5 OF PLATS, PAGE 42, SNOHOMISH COUNTY, WASHINGTON; SUBJECT PROPERTY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND 24, A DISTANCE OF 100 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET EXCEPT THE FOLLOWING DESCRIBED PARCEL; FRONTAGE OF ALL LOTS, TRACTS AND COMMON AREAS IN WHICH TO INSTALL, LAY, ORIGINAL PARCEL B CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES, COMMENCING AT THE NORTHEAST CORNER OF THE THE EAST 438 FEET OF THE PIPE, AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE THE EAST 380.73 FEET OF TRACTS 25 AND 26, MEADOWDALE BEACH SOUTH 100 FEET OF TRACT 24, MEADOWDALE BEACH, BLOCK 000, D-O6, PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, SUPPLEMENTAL PLAT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 5 EDMONDS, SNOHOMISH COUNTY, WASHINGTON. TELEPHONE, GAS, TELEVISION CABLE AND OTHER UTILITY SERVICES TOGETHER WITH OF PLATS, PAGE 42, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. THE RIGHT TO ENTER UPON THE LOTS, TRACTS AND COMMON AREAS AT ALL TIMES COMMENCING AT THE NORTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL; FOR THE PURPOSES HEREIN STATED. ADJUSTED LEGALDESCRIPT/ON THENCE S 02'15'38" W ALONG WESTERLY MARGIN OF 72ND AVENUE WEST A DISTANCE OF 194.46 FEET TO THE POINT OF BEGINNING; THE PRIVATE DRAINAGE EASEMENT WITHIN ADJUSTED PARCEL A AND ADJUSTED ADJUSTED PARCEL A THENCE N 62'18'20" W, A DISTANCE OF 127.98 FEET; PARCEL B AS SHOWN HEREON, IS HEREBY GRANTED AND CONVEYED TO ADJUSTED THENCE N 18'19'17' W, A DISTANCE OF 119.54 FEET; PARCEL A AND ADJUSTED PARCEL B. THE OWNERS OF ADJUSTED PARCEL A AND THAT PORTION OF TRACT 24, MEADOWDALE BEACH, ACCORDING TO THE PLAT THENCE N 88'20'57' W, A DISTANCE OF 25.00 FEET; ADJUSTED PARCEL B SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE, THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF THENCE S 40'04'02" W, A DISTANCE OF 27.92 FEET; REPAIR AND OR RECONSTRUCTION OF THAT PORTION OF THE DRAINAGE FACILITIES / SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THENCE S 15'55'05" E, A DISTANCE OF 33.48 FEET; THEY HAVE THE BENEFIT OF USE. THENCE S 74'04'55" W, A DISTANCE OF 72.56 FEET; BEGINNING AT THE NORTHEAST CORNER OF TRACT 24; THENCE N 88'42'22" W, A DISTANCE OF 92.53 FEET; ACCESSANDUT/LITYEASEMENTPROVISIONS THENCE SOUTH 3'21' EAST 164 FEET TO TRUE POINT OF BEGINNING; THENCE S 02'15'38" W, A DISTANCE OF 133.36 FEET; THENCE N 74'07'33" E, A DISTANCE OF 233.74 FEET; THENCE NORTH 89'57' WEST PARALLEL TO THE NORTH BOUNDARY OF SAID TRACT 24, 438 FEET, MORE OR LESS, TO A POINT 120 FEET EAST OF THE EAST THENCE S 62'18'20" E, A DISTANCE OF 142.40 FEET TO THE WESTERLY MARGIN THE ACCESS AND UTILITY EASEMENT AS DEPICTED HEREIN IS FOR THE BENEFIT OF LINE OF SAID COUNTY ROAD CROSSING SAID LOT 24: OF 72ND AVENUE WEST; LOTS A AND B. THE RESPONSIBILITY OF AND THE COSTS FOR THE MAINTENANCE, THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID COUNTY ROAD AND 120 THENCE N 02'15'38" E ALONG SAID RIGHT OF WAY A DISTANCE OF 33.22 FEET REPAIR, AND/OR RECONSTRUCTION OF THE JOINT USE DRIVEWAY LOCATED WITHIN FEET DISTANT THEREFROM 100 FEET, MORE OR LESS, TO SOUTH BOUNDARY OF TO THE POINT OF BEGINNING. SAID EASEMENT SHALL BE BORNE BY THOSE OWNERS BENEFITING FROM SAID TRACT 24; SYSTEMS (INCLUDING THE OWNER OF THE LOT ON WHICH THE EASEMENT IS THENCE IN AN EASTERLY DIRECTION ALONG SOUTH BOUNDARY OF SAID TRACT NOTE: THE ONLY CHANGE TO THE ORIGINAL LOT LINE ADJUSTMENT (RECORDING LOCATED IF SUCH LOT USES SUCH DRIVEWAY). 24, 438 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF TRACT 24; N0. 201405155001) IS TO THE LEGAL DESCRIPTION FOR ADJUSTED PARCEL B THENCE IN A NORTHERLY DIRECTION ALONG THE EAST BOUNDARY LINE OF TRACT SHOWN ABOVE: THE ORIGINAL LEGAL DESCRIPTION FAILED TO CONVEY THE EAST Zo 1 � (732�S�Z 24, A DISTANCE OF 100 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. 380.73 FEET OF TRACT 26. AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE PEN-2013-0048 1SOF 3 2°I ��'�'� FILED FOR RECORD BY THIS DAY OF THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR $� � AMENDED LOT UNE ADJUSTMENT � 201b. A.D. AT $ MINUTES PAST ? O'CLOCK�M. UNDER MY DIRECTION IN CONFORMANCE WITH THE ��>,ASbT L DC AND RECORDED IN VOLUME�OF SURVEYS, ON PAGE L REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE C 5 Engineering Structural ESTATES , RECORDS OF SNOHOMISH COUNTY, WASHINGTON. REQUEST OF MEADOWVIEW ESTATES, LLC. THIS �� DAY OF � Planning MEADOWV/EW /Y1 /tI.0 L� ZO T L/ � THE CNIL ENGINEERING GRIX1P Survey NW 1/4, SW 1/4, SEC 5, lWN 27 N, RGE 4 E, W.M. // //,/ A'CISTER� 74201 NE2WNSt. #100 3/23�i9 ! Ph. 425.806.1869 C/7Y OF EDMONOS, SNONOM/SN COUNTY, WASHINGTON '' II ��J � /`2� Ci4R1t,Y/J L. S. N0. 48761 �y �' � W�imille,WA98072 Fx.426-4822893 DRAWN BY.• DATE.' DRAWIND f7LE NAME.' SCALE.' JOB NUMBER: yK- W4.I1L�i[, MICHAEL R. MERRITT, PROFESSIONAL. LAND SURVEYOR AUDITOR DEPUTY AUDIT STATE OF WASHINGTON CERTIFICATE N0. 48761 "'�`��L�O'P�0O1" VJT 5-08-14 13-122 LU-AMENDED N.T.S. 13-�ZZ DECLARATION OF SHORT SUBDIVISION, COVENANTS, CONDIT/ONSAND RESTR/CT/ONS KNOW ALL PERSONS BY THESE PRESENTS THAT I, THE UNDERSIGNED, HAVING AN INTEREST IN THE REAL PROPERTY DESCRIBED BY THIS DECLARATION, DO HEREBY DECLARE THE HEREIN DESCRIBED DIVISION OF LAND APPROVED SHORT SUBDIVISION NUMBER PLN2014-0015 BY THE CITY OF EDMONDS, AS OUR FREE AND VOLUNTARY ACT AND DEED IN ACCORDANCE WITH OUR DESIRES, SUBJECT TO THE FOLLOWING COVENANTS AND RESTRICTIONS: 1. CONDITIONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN THE APPROVAL FOR THE SHORT SUBDIVISION LOCATED IN FILE N0. PLN2014-0015 IN THE CITY OF EDMONDS PLANNING DIVISION. CERTIF/CAT/ON I CERTIFY THAT I, AM AUTHORIZED TO EXECUTE THIS INSTRUMENT ON BEHALF OF MEADOWVIEW ESTATES, LLC, THE LEGAL OWNER OF INTEREST IN THE PROPERTY HEREIN DESCRIBED. I HEREBY CERTIFY THAT THIS SUBDIVISION WITH THE DECLARATIONS AND CONDITIONS CONTAINED HEREIN, IS MADE OF MY FREE CO S � AND ACCORDING TO MY DESIRES. MEADOWVIEW ESTATES L C AJT �zlt�� 9`'4 DATED IK/ l ""' ACKNOWLEDGMENTS STATE OF WASHINGTON ) SS. COUNTY OF l�\fig ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT tc. VL3rS0 `2`L\� LTt�, APPEARED BEFORE ME �— �_-- `�—_ IS THE PERSON WHO AND SAID PERSON ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE /�uv4Mea2±c0� OF MEADOWVIEW ESTATES, LLC, A WASHINGTON LIMITED LIABILITY COMPAN TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. ��N�O DATED t/2MI¢a.-C a$1 �L ,r q;�i CZpRY�°+'•'y SIGNATURE OF NOTARY PUBLI e.% p�;o2 ��r = PRINTED NAME (�ftSE-V.Y2 Iti\. ZQYIdi j'� pu8��,t?'E TITLE /�0�01'y '�°�•� @Tq�� S,t� RESIDING AT SNp�tLQMtQ, LUA MY APPOINTMENT EXPIRES 'Z-23- LDI� HOLD HARMLESS AGREEMENT OWNER AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE LANDS AND THE SUCCESSOR'S AND ASSIGNS OF OWNERS OR OTHER PARTIES HAVING ANY SAID INTEREST, HEREBY AGREE THAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNCTION RELIEF WHICH MAY BE OCCASIONED NOW OR IN THE FUTURE TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE DRAINAGE SYSTEM AND HEREBY WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES, EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT OR OMISSION OF SAID CITY AND INJUNCTIVE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASON OF THE CONSTRUCTIONS, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM. MEADOWVIEW ESTATES NW 1/4, SW 1/4, SEC5, TWN27N, RGE4E, W.M. C/TYOFEDMONDS, SNOHOMISHCOUNTY, WASHINGTON PLN2014-0015 EASEMENTS AND RESTRICTIONS EASEMENT PROVISIONS -CONTINUED 1. SUBJECT TO DEDICATIONS, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY qN ACCESS AND UTILITY EASEMENT IS HEREBY RESERVED FOR AND GRANTED DISCREPANCIES OR ENCROACHMENTS, ETC AS RECORDED IN VOLUME 5 OF ACROSS LOT 3 FOR THE BENEFIT OF LOT 4. THE OWNER OF LOT 4 SHALL BE PLATS, PAGES) 38. SOLELY RESPONSIBLE FOR THE MAINTENANCE, REPAIR, AND/OR RECONSTRUCTION OF THAT PORTION OF THE DRIVEWAY AND UTILITIES THEY HAVE BENEFIT OF USE. 2. SUBJECT TO DEDICATIONS, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, ETC AS RECORDED IN VOLUME 5 OF PLATS, PAGES) 42. APPROVALS 3. SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS DELINEATED ON THE FACE OF THE SURVEY UNDER RECORDING ENGINEERING DIVISION APPROVAL NUMBER 9704075002. THE SURVEY DATE, LAYOUT OF STREETS, ALLEYS AND OTHER RIGHTS -OF -WAY, 4. SUBJECT TO A DISTRIBUTION EASEMENT, INCLUDING TERMS AND PROVISIONS DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEM AND OTHER STRUCTURES ARE THEREIN AS RECORDED IN SNOHOMISH COUNTY UNDER RECORDING NUMBER APPROVED, AND THE SUBJECT FINAL PLAT IS AUTHORIZED FOR RECORDING BY 9806080663. TH EDMONDS ENGINEERING DIVISION BY: 5. SUBJECT TO TERMS, COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES AND ENCROACHMENTS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT UNDER RECORDING NUMBER 201405155001, SAID EASEMENT BEING MODIFIED AND/OR AMENDED BY INSTRUMENT RECORDED ON MARCH 29, 2016 UNDER RECORDING NUMBER 201603295002. THIS �� DAY OF e,,,1 � 2016. 6. SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM EASEMENT UNDER RECORDING PLANNING DIVISION APPROVAL NUMBER 201408220327. COULD NOT BE PLOTTED. THE SUBJECT FINAL PLAT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND 7. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS AS ALL CONDITIONS OF THE PRELIMINARY APPROVAL AND IS APPROVED AND RECORDED IN SNOHOMISH COUNTY UNDER RECORDING NUMBER 201512240192. AUTHORIZED FO�ECORDING BY THE CITY OF EDMONDS PLANNING DIVISION BY: MODIFICATION AND/OR AMENDMENT BY INSTRUMENT NUMBER 201601040218 AS C�� RECORDED IN SNOHOMISH COUNTY. ZND A+vt:NDMENf'?�I(o1209ou1 8. NO TREE(S), SHRUB(S), OR GROUND COVER SHALL BE REMOVED FROM THE THITHI pG� DAY OF 2016. � �Oy�iGli4S•c. NATIVE GROWTH PROTECTION EASEMENT UNLESS DOCUMENTATION IS SUBMITTED THAT CAN DEMONSTRATE THAT THE REMOVAL WILL ENHANCE THE EASEMENT AREA THE ASURER'S CERTIFlCATE AND WILL NOT IMPACT SLOPE STABILITY. ENHANCEMENT MAY INCLUDE I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED NONMECHANICAL REMOVAL OF NOXIOUS OR INTRUSIVE SPECIES OR DEAD OR AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING TO THE BOOKS AND DISEASED PLANTS AND REPLANTING OF APPROPRIATE NATIVE SPECIES. THE NATIVE GROWTH PROTECTION EASEMENT MAY BE MAINTAINED CONSISTENT WITH RECORDS O��F1T MY OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, THE NATIVE VEGETATION PLAN LOCATED IN FILE N0. PLN20140015. INCLUDING�SO16 TAXES.-- ACCESS AND UTILITY EASEMENT PROVISIONS — THE URER, SNOHOMI COUNTY THE ACCESS AND UTILITY EASEMENT AS DEPICTED HEREIN IS FOR THE BENEFIT OF LOTS 1, 2 AND 3. THE RESPONSIBILITY OF AND THE COSTS FOR THE gY_ 1 �-- `� ��— MAINTENANCE, REPAIR, AND/OR RECONSTRUCTION OF THE JOINT USE DRIVEWAY DEPUTY REASURER LOCATED WITHIN SAID EASEMENT SHALL BE BORNE BY THOSE OWNERS BENEFITING FROM SAID SYSTEMS (INCLUDING THE OWNER OF THE LOT ON WHICH THE EASEMENT IS LOCATED IF SUCH LOT USES SUCH DRIVEWAY). AUDITOR'S CERT/F/GATE EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING FILED FOR RECORD AT THE REQUEST OF _— ', _ THIS _ � _DAY OF ��LrLxliTc�- ___, 201IC—, AT �a�l— SUBJECT PROPERTY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER MINUTES PAST �—� M. AND RECORDED IN VOLUME � _ OF PLATS, AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET pAGE(S) _�—, UNDER AUDITOR'S FILE N0. _2�J(eJ.��L--- FRONTAGE OF ALL LOTS, TRACTS AND COMMON AREAS IN WHICH TO INSTALL, LAY, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES, PIPE, AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE n __ (�-�LY� W�Ii�F` PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, — TELEPHONE, GAS, TELEVISION CABLE AND OTHER UTILIN SERVICES TOGETHER WITH AUDITOR, SNOHOMISH COUNTY THE RIGHT TO ENTER UPON THE LOTS, TRACTS AND COMMON AREAS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. �( � � THE PRIVATE DRAINAGE EASEMENT WITHIN ADJUSTED PARCEL A (AF BY:---„�"�- -- -- #201603295002) AND LOTS 1,2,3 AND 4 AS SHOWN HEREON, IS HEREBY GRANTED DEPUTY COUNTY AUDIT AND CONVEYED TO ADJUSTED PARCEL A (AF #201603295002) AND LOTS 1,2,3 AND 4. THE OWNERS OF ADJUSTED PARCEL A (AF #201603295002) AND LOTS 1,2,3 AND 4 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE THE BENEFIT OF USE. LAND SURVEYOR'S CERT/FICATE ��? l HEREBY CERTIFY THAT 7H£ SHORT PUT OF MEADOWVTfW ESTATES lS LiaSED UPON AN ACTUAL � oY Rgs6 SURVEY AND SUBDMSION OF THE NORTHWEST 1/4, SOUTHWEST 1/4, SEC770N 5, TOWNSHIP 27 N, �6 RANGE 4 £, W.M., AS REOUIRLD BY THE STATE STATUTES• TFWT THE DISTANCES, COURSES AND � 5� - ANGCES ARE SHOWN THEREON CORRECRY,• 1FWT THE MONUMLW75 SFWl BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRfCRY ON 7Hf GROUND, 1HATl FULLY COMPUED WITH THE PRO IONS � f STA1E AND L STATUTES AND REGULATIONS � VERN� G PLAT77NC. 4 CIS RFO i/ 2�. 16 � OO�j /,3/0000,2.1C0(� MICHAEL R. MERR/IT, PROFESS/ON4L LAND SURVEYOR DOTE ��O /✓iOO/Jl STATE OF WASH/NGTDN CfRTIFlCATE ND. 4B761 LDC THE CIVIL ENGINEERING GROUP 14201 NE 2001h SL, #100 Woodinville, WA 98072 www.LDCcorp.com Zol � 12oq �� Engineering Structural SHORT PLAT MEADOWV/EW ESTATES Planning Survey NW 1/4, SW 1/4, SEC 5, 1WN 27 N, RGE 4 � W.AI. CITY OF EDMOND$ SNOHOMISH COl1NTY, STATE Of WASHINGTUN Ph. 425.806.1869 Fx. 425.482.2893 DRAWN BY.• DATE.• DR4WlNG FILE NAME.• SCALE.• JOB NUMBER: VJT 2-3-16 13122SV-ESP N.T.S. � 3-� 22 SHEET.• � OF Z , I I I / \ SFR o I I I � FEN(E (5712 IS I o.z s aF oW � / PROP UNE 73ow I � I WOOD ;� \ I NO I STAIRS e � I G � ¢ D�p2¢D I T I 1 0.7' sJ j1.7' w---I I O�Pj31 s / I \ �TNWNG I w�AlL� FOl1IJD 5 " REBAR W1.2' � / ARCEL ?� p8 02�5'& �/ Dp513tDOp0 31 I I � PROP CL1f2 / I---------- \ �GIA.ATE; / � ---� _- � _ �WJER OF 5' CNNN UNK FENCE TR 24 DETAIL _ PROPERN o z I � L NO. 1 � GARNER CF 5 CHAIN UNK FENCE: D IS IXA PRCFERN UNE AND 10D.7 GEL N 401 NOT TO SCALE 4' GAP IN FLNLE PA31DOOp2 DUE TO TREE DNE AND ,60.9' N(X21F{EAST ��A� PROP621Y COfddER PAR � p002¢D EAST CF NORTHWEST CALQMIED PROPERTY COTd�ER Dp513 I 0051 N88'42'22"W 438.00' I DECK - I 5' CHAIN LINK FENCE I (� SFR I - - - - - - - - - - - -I / 279.95' 3' BARB WIRE FENCE 158.05' ` \ o / N88'20'S7'W — Z N01'17'38'E 24.92' 25.00' o � SEE DETAIL ABOVE I 0 7 26,049 SF Naoroa'oz"E \�1o'uTIUTY EASEMENT TR 24 1 15718 72ND ACE W 27.sz (AE. No. zo16o3nsoD2) � I D W \ PARG p0�24p2 •"�' NAl1VE GROWM� N15'S5'OS°W VNR�ES 10' PPoVATE STORM 33.48' cv �� A O p5j3f0 i o PROEA�£7A� DRNNAGE EASrMENT I I z (AF. N0. 201603295002) j258' �� 22, 6D6 SF I V J Q J v w• m N r S o a z, ------ -=-1- - - - — � N88'42'22"W 77.2: I FOUND 1 /z- T�BAR AND CAP PLs 1oi1s" uP as' o.az s & 0.17 W Cf CALC'U PROP CL7R (MAY 2013) // PARCELp02 p3 FP�is�to2's', U®05�06s s p05j33DD � s�walnr LC>�O)PR(P (MAY 2013) N ------✓NALEBEPLAT ----- L _ _ _ O A _ � � _ r < \ -MEAD EMEN G 42J - -� - - s��a. 5, P- - �1 L ` � ; — —q D/STR/BU770N FAS£NTENT � (AF N0. 9806080663J = PARCEL OZ 02 DD5j33UpU LEGEND ND NAIL Wi 'x � 156TH STREET SW ASHER SET IN POTHOLE Y 2013) � BASIS OF BEARING N88'42'22'W 659.96' /� caLaxATEn PosnoN aE MCNUAI6AT 20' i 20' NOT MSITB) THIS SURVEY L (MAY 2013) �� m N88'42'22"W 92.53' N74p4i i '� �� \� �� 15712 72ND Al/E W NATIVE GROWTH I I � \ � 20.� A � '�'' PROlEC110N 10' U11UN EASEMENT I w EASQ.IET7T I I \ TR 2 PARGE p�s> 5EO p2) � \ AE. No. 2mso3zssao2) I N LDT U� �p160329 ACCESS & unuTY EASEMENT � & Ns? g�\ I o N W AP N (AF, No. zrn6o3295ooz) �$' D �,\� z n 10' FPoVATE STORM ,\ \\ T? g \ \ \ 8' DRAINAGE EASEMENT r fi i (AF. N0. 201603295002 23g:14 2,y4.2 \ N N74ro7'33'E \ N740T•3�"E (�UN0. 20160�5002)� \78�0*yi, S73'33'S1"W ��10.52. � � � � 3 \ y4Z4 20.D0' N / \ 30,482 SF -NET 51526'09'E \ "�' — — � � � � \ � 31,322 SF -GROSS 4.18' \ b - - - - - - _ _ - _ _ _ � � _\ \ �_ 15722 72ND Al/E W � n6¢oo� N 55513'03°W R� o NATIVE GROWTH �, � \ / - - - - 12.79' -_ 11.66'- - PROTECTION EASElA:NT � \ � / j69.95' \ 57526'34 W ACCESS & uTlutt EASETAwr TR 26 \ 298.09' aAa �� FEFr --- \ \� 4 10' unuTY EASEMETAr 29, 673 SF (AF. N0. 201603295002)� I p 15724 �2ND Al/E W � o,l \ I o ,I N87'40'31'W 360. 3' 1 � • FOUND REBAR �• CAP AS NOTFD O SET REBAR &CAP "LOG J7547' O MONUMENT FOUND WDF WOOD FENCE TR 27 PARGE ODD DD FCAIND 4"x4" MON IN pf- CASE W/ 1-3/4' CNA/N UNK FENCE ESM'T EASEMENT p051'1,3DU BRASS $K W/ PUNCH, � DOWJ 03' (M Y 2013) CORNER AD✓ ADJACENT CONC CONCRETE CALCD CALCULATED NO3'17'29"E 14.88' - - - N87'40'31"W 609.87' FCUND 4"x4' MON IN - - - _ a �1�1�14"D� 158THSTREETSW 0.3' (AY 201 ' SURVEYINSTRUMENTATION BASIS OFBEAR/NG SURVEJ1NC PERFORMID !N LbNJUNCDON WITH THIS MAPPING L/TIUZED INE THE MONUMEMID CE7✓/ERUNE � 156TH ST SW. FOLLOWING £OUIPMENT AND PROCEDURES BEAR/NG= N B8'417Y W 5' ROBOTIC 70TAC STABON MAIMNNED TO M4NUFACTURES SPEClfTGIDONS As REOUIRID Br wac-33z-r3o-1Do. REFERENCES PROCED(/RE USED• FlELD TRAVERSE Wl1H ACCURICY MEETING OR IXCEFDING 7Nf R£OUIREMENIS OF WAG-J32-130-090. SNOHOMTSN COUNTY REC(MD OF SURVEY RECOROm UNDER AF N0. 9704075002. SNOHOM/SH COUNTY RECORD Of SURVEY RECORDED UNDER AF NO.� �1 ��^ � �t 200608035307. FWND 1-7 //22"" O.D. IRON PIPE, SET IN CONCRETE (HEAMLY I asTURBEn), 1.a' s & 2L1' w OF CALCD PROP COR (MAY 2013) I GEL NO. p3 pp33DDD022 u? "� I N W r7 I Dp5 I 3 I IZ; �----------- Q i j � � Z PARG 0 �202 - O 1� Up51330 � � Q // (A�1AY 2613) , DO'M IN _____-__ - - � SCALE: 1° - 50' - I / 50' 0 50' 100' I/ / I � LEGAL DESCRIPTION P 3�� D�N�231 I pp51 / 77LAT PoRTION Of I/L1CT 24, MFAL>OWDALf BEACH, ACCORD/NG TO THE / PUT THEREOF, RECORDED IN VOLUME 5 OE PLATS, PACE 38, RECORDS I / OF SNONOM/SN COUNTY, WASNINGION, DESCR/BID AS EOLLOWS / BEGINNING AT THE NORINUST CORNER OF TRACT 24; L THENCE SOUTH 3'1f' FAST 164 FEET >n IHf TRUE PO/M OF BEGINNING,• � 'v THENCE NORTH 89'S7' WEST PARALLEL TO INE NORTH BOUNDARY OE SMD � � \ TR1CT 24 43B FEET MORE OR 70 A Po/NT 120 fFET EAST � � 0 THE EAST UNE Of SAID COUNTY CROSSING SND LOT ?4,• I � - - - - - - ------ I7/ENCE SOUTH PAR4CLEL WITH 7H£ FAST UNf OF SAID CWNTY ROAD ENTRY MIXAUMENT EASQAENT AND 120 FFET DISTAM IHlFEFRON 11J0 fEEf MORE OR l£SS 7O SOU/H BOUNlkWY OF TRIGS 24; (AF. N0. 201512240I92) y THENCE 1N AN lASIFRLY DlRID770N ALONG SOUTH BOUNCViRY OF SAND ND,2 TRACT ?4, 438 fEET, MORE OR LESS; TO THE SOUTHEAST CORNER OF OD22 4 IN I w PAR n D p5T33 U 7HENLF A NORTHE78Y D/R£CDON ACONG THE FAST BOUNDARY UNf OF TRACT 74, A DISTANCE N OF 1D0 fEFT, MORE OR LES$ TO IHf POINT OE B£G/NN/NG T o TOGETHER Wl1H,• Iz 1H£ FAST 380.73 FEET OF TRACT 25 AND TRACT 26, MFADOWDAL£ BEACH - - - - - - - - - - - - SUPPLEMENTAL PUT, ACCORDING TD THE PLAT THEREOF RECORDED UNDER I VOLUME 5 OF PUT$ PAGE 4Z SNOHOM/SH COUNTY, WASH/NGTON,• IXCLT'T 7H£ fOLLOW/NG DESCR/BID PARCEL• I soMUMDlwiloo rnncr�2�uLR�wTzuE PARG �Dp22j9 FEET � BEAC�BLDCK aoo, n-os,E I EDMOND� SNOHOM/SH COUNTY, WASNlNC70N Dp5133D COMM£NC/NC AT THE NORTHEAST CORNER OF 7Hf ABOVE DL3CRIBEO PARCEL; THENCE SOUTH 07153B" WEST ALONG WESIERCY A4WG/N OE 72ND AVENUE WfSf A DISTANCE Of 19A46 FEET TO 7Hf POINT OF BEGINNING,• — - - - - - - - THENCE NORTH 6718'2d WEST, A D/STANCE OF 127.98 fEFT,• - - - - THENCE NORTH 18'79'fY WES(, A D/STANC£ Of 119.54 fEET,• THENCE NOR1H 8870'5Y WEST, A DISTANCE OF 2500 fEET,� THENCE soulH avaa or wEsr, A DL57ANCE of z792 FEET,• THENCE SOUM 1555'05' lAST A DISTANCE OF 33.48 FEET,• THENCE SOUM 74'04 55' WEST, A DCSTANC£ OF 72.56 fEEf,• IH174C£ NORTH 88'427Y WEST, A OLSTANCf Of 92.53 fEET,� THENCE S(NFDi 0715'J8" WE57, A DLSTANCE Of 13J.36 FEFF,• THl74Cf NORTH 74'OY33' EAST, A DLSTANCE OF 23374 ELF(,• THENCE SOUTH 6rf8'2d FAST, A DISTANCE OF 142.40 FEET TD THE R�L ?pT7 WESTERLY M4RGlN OF 72ND AVENUE WEST THENCE NORTH 071538" EAST ALONG SAID RIGHT OF WAY A DISTANCE pA OOO OF 33.22 FEET 70 7Nf POINT OF BEC/NNING Dp5j330 ALSO KNOWN AS ADlUSTE7T PARCIl B OF LOT UN£ AGVUS1AllM N0. PCN-2013-004B RECORDED UNDER RECORDING NUMBER 201405155001 AND AMENDED UNDER RECORDING NUMBER 201603195002, RECORDS OF SNOHOM/5H COUNTY, WASH/NCTON. ADDRESSES I I - 201 120' - - - - LOT 1: 157/2 -72ND AVENUE WEST - - - - - - - - - LOT 2. 15716 -72ND AV£NU£ WEST COT 3: 15722 -72ND AVENUE WEST LOT 4: 15724 -72ND AVENUE WEST L.I.J � M � o to � v p v o0 � �� v � � �rn i • U � *'� `° L.I.J M � � u1 � � ++ i N _ _ [) V � � >. � O U U ,� � N � Ln � v'f a ��Q �- �, U ,z U _ N W � °TT� VJ W � � J CV � � �EE� V Z � o � ti Q � Ov `� r O~ Z Z O U N O Q Q i (n � � N � � (� M � O �^^ W H W H W H Z U W H 1..1� .� W � W � W � N I..ILLI > LLI � � N N N N N � � � � � N . � (] O C] C] C] N V) .� RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES � /i DEPARTMENT Q � �� nJ z 1..� �/�r� TO1..` �w^ V J Tin Q v/ N �� . c� W I- w _N CB CV P M N �t CV cV M N O N N <h 2018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Sin le Famil -New &Additions effective Februa 1, 2021 version �.� These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information 15724 72ND AVE W EDMONDS, WA 98026 CAST ARCHITECTURE FORREST MURPHY Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1-Insulation and Fenestration Requirements by Component, Table R406.2 -Fuel Normalization Credits and 406.3 -Energy Credits. Authorized Representative Date 03/07/2022 All Climate Zones Table R402.1.1 R-Value' U-Factor' Fenestration U-Factorb n/a 0.30 Skylight U-Factors, n/a 0.50 Glazed Fenestration SHGC bje n/a n/a Ceiling a 49 0.026 Wood Frame Wall g•h 21 int 0.056 Floor 30 0.029 Below Grade Wall `•^ 10/15/21 int+TB 0.042 Slab °•f R-Value &Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on b the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-6 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. AVERAGE GRADE & MAXMIUM HEIGHT DIAGRAM SCAI F• 1" = 90' \ -__`\ � f A 1 � ,-� \ .\ � :\ ---'- 1 I \ �.\ __--'- t I i �...� _ ��' t i 1 1 1 1 � 1 PROPOSED SINCLCE ROOF � t It FAMILYRU�� T OVERHEAD 1 1 gTRUC 1282g°F'f 1 1 COVEFu`GE - 1 t 1 1 1 1 � 11 i 1 \\ I .• I 1 � \ }'.! „ ctQLsrp�`�P \ y ' /� � � \ \ 2018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family -New &Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 and 406.3 Heating Fuel Normalization Descriptions Credits -select ONE User Notes Options heating option 1 Combustion heating minimum NAECA6 0.0 ❑ 2 Heat pump` 1.0 ❑ 3 Electric resistance heat only -furnace orzonal -1.0 ❑ � ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 -1.0 5 All other heating systems Energy O tions P Energy Credit Option Descriptions Credits -select ONE energy option from each cote o 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 0 LIFE BREATH HRV 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1' High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3' High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 0 DUCTLESS SPLIT, ZONAL 3.5 High Efficiency HVAC 1.5 ❑ 3.6' High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ CONC.STEPS STRUCTURAL LOT COVERAGE=46 S°FT `�ss� T9L \ � � \ ,r� � rl � � Ai \ c s�ao \ '� / ►� \ ♦\ ,� i \ \\ � i � \ � � \ � STRUCTURAL LOT COVERAGE DIAGRAM SCALE: 1" = 20' N AVERAGE GRADE A = +229.1' B = +244.6' D = +244.2' TOTAL = 951.5 951.5/4 AVG GRADE = 237.88' ACTUAL = 257.61 ' MAXIMUM = 262.88' (AVERAGE GRADE + 25) STRUCTURAL LOT COVERAGE LAND AREA: 29,673 SQFT SNOHOMISH COUNTY DEPT. OF ASSESSMENTS RESIDENCE: 1,282 sq ft GARAGE: 622 sq ft WALKWAY: 157 sq ft CONCRETE STEPS: 46 sq ft TOTAL: 2,107 sq ft PROPOSED: 2,107 / 29,673 = 7.1°/D (<35°/D) 2018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washin ton Single Family -New &Additions (eff�ive February 1, 2021) Summary of Table R406.2 (coot.) Energy Credits -select ONE Energy Credit Option Descriptions (coot.) energy option from User Notes Options each cote o 5.1d Efficient Water Heating 0.5 O 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 0 SANCO2, 89 GAL, 2.9 MIN UEF 6.1e Renewable Electric Energy (3 credits max) 1.0 Q 7.1 Appliance Package 0.5 ❑ TOtal Credits 6.0 Calculate Total Clear Form a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5.Option 6.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your building official. Building Officials Only TOTE: CONDITIONED FLOOR AREA IN ENERGY CREDIT CALCULATION INCLUDES ;ONDITIONED CRAWL SPACE. �ple Heating System Size: Washington State heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manus S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Ise complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some es will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the W SU Energy Program at �gycode@energy.wsu.edu or (360) 956-2042 for assistance. 15724 72ND AVE W EDMOND6, WASHINGTON 98026 CAST ARCHITECTURE CONSTRUCTION OF NEW SINGLE FAMILY RESIDENCE FORREST MURPHY Heating System Type: o All ou,er system: •Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (dT) 46 Edmonds dT = Intloor (70 degrees) -Outdoor Design Temp Area of Building Conditioned Floor Area Instrnctions Conditioned Floor Area (sq ft) 3,005 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ff) 10.6 31,943 Glazing and Doors U-Factor X Area = UA Instructions u-o.3c 0.300 1,325 397.44 Skylights U-Factor X Area - UA Instructions 0.50 0� --- Insulation Attic U-Factor X Area - UA Instructions select R-vame No selection 0 --- Single Raker or Joist Vaulted Ceilings U-Fodor X Area UA InslfuctiOnB R-49 Advanced 0•D26 1,665 37.70 Above Grade Walls [see Flgnre 1/ U-Factor X Area UA Instructions 0.056 2,931 164.14 R-211ntermediate Floors U-Factor X Area UA s No Floors above unconditioned spaces. Below Grade Walls Isee Flgnre 1) U-Factor X Area UA Instructions 0.064 400 25.60 R-to Continuous E#erior Slab Below Grade tees Flgnre 1) F-Factor X Length UA Instructions 0.303 96 29.09 R-10 Fully insulated Slab on Grade /see Bgere p F-Fodor X Length UA Instructions D.36D 74 26.64 R-10 Fully Insulated Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space 1.10 Sum of UA 680.60 Envelope Heat Load 31,308 Btu /Hour Fioure 1. Sum o(UA x 4T Air Leakage Heat Load 15,869 Btu /Hour Volumex 0.6xdTx 0.018 Above Gratle Building Design Heat Load 47,177 Btu /Hour �- Air leakage +envelope heat loss Building and Dud Heat Load 51,895 Btu /Hour Ducts in unconditioned space: sum ofbuilding heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 64,869 Btu /Hour Building and duct heat loss x 1.40 (or forced air furnace Building and duct heat loss x 1.25 (or heat pump (07/01/13J ENERGY CODE NOTES 1. PER WSEC R301.1, SNOHOMISH COUNTY IS DEFINED AS CLIMATE ZONE 4C-MARINE. 2. A CERTIFICATE COMPLYING WITH WSEC R401.3 IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. 3. WSEC R403.3.3 -- DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION 4. WSEC R402.4.1.2 -BUILDING AIR LEAKAGE TESTING IS REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE ENERGY COMPLIANCE CERTIFICATE (R401.3) AND PROVIDED TO THE CODE OFFICIAL. 5. WSEC R404.1 - A MINIMUM OF 90% OF ALL PERMANENTAL INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS. INDOOR AIR QUALITY SUMMARY DWELLING UNIT FLOOR AREA: HOUSE = 1,959 SQFT GARAGE +BASEMENT = 1,046 SQFT TOTAL = 3,005 SQFT BEDROOMS: 3 (0 IN BASEMENT) 1.COMPLY WITH VENTALITION REQUIRMENTS OF IRC M 1535. 2. KITCHEN VENTILATION TO BE 100 CFM INTERMITTENT OR 30CFM CONTINUOUS PER IRC TABLE M1505.4.4. 3. BATHROOM AND LAUNDRY MECHANICAL EXHAUST CAPACITY 50 CFM INTERMITTENT OR 20CFM CONTINUOUS PER IRC.TABLE M1505.4.4, 4. WHIOLE HOUSE FAN PER IRC M1505.4 TO BE CONTINUOUSLY OPERATIING AND PROVIDE A MINIMUM FLOW RATE OF 75 CFM PER IRC TABLE M 1505.4.3. ENERGY CODE COMPLIANCE SUMMARY 1.CONDITIONED FLOOR AREA = 3,005 SQFT CONDITIONED FLOOR AREA +CONDITIONED CRAWL SPACE (818 SQFT) = 3,823 SQFT FENESTRATION AREA = 1,325 SQFT 2.BUILDING QUALIFIES AS A MEDIUM DWELLING UNIT PER R406. 3.PROJECT WILL MEET MINIMUM PERSPECTIVE REQUIREMENTS OF TABLE R402.1.1 4.PROPOSED SIP CEILING R-48, CODE MIN. 38 FOR PER 402.1.1.e 5.PROPOSED ABOVE GRADE WALLS R-21, R-23, AND R-38. CODE MIN. 21 INT. 6.PROPOSED BELOW GRADE WALLS R-23, CODE MIN. 10/15/21 INT+5TB. 7.REDUCE THE TESTED AIR LEAKAGE TO 1.5 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS, MIN. SENSIBLE HEAT RECOVERY VENTILATION EFFICIENCY OF 0.75 PER R406.3 OPTION 2.3. 8.SPACE HEATING VIA DUCTLESS SPLIT SYSTEM ZONAL CONTROL, MIN. HSPF OF 10 PER R406.3 OPTION 3.4. 9.DOMESTIC HOT WATER HEATING VIA SPLIT SYSTEM ELECTRIC HEAT PUMP PER R406.3 OPTION 5.6. DWELLING UNIT NUh18ER OF BEDROOMS FLOOR AREA 0-1 2-;, 4-5 6-7 >7 (square feet) Airflow In CFM == 1.500 30 45 60 75 90 1 501 - 3.000 45 60 75 90 105 3 001 - 4.500 60 75 90 105 120 -3.501 - 6.000 75 90 105 120 135 �� 001 - 7.500 90 105 120 135 150 =7.500 105 120 135 150 165 LJ.J � M � to � a,o p +., U o0 � � � � � � � � a1 � . U �. � � �, `fl w M � aU, u, � � +� N 2 L o � � °' � � U U �' � o N � � � � Q v U Q U _ N W � °� W � � J N � '^ v � � N � Z � ti Q � w Lf O? H � O~ Z Z O U i W V7 � W U7 N � � W U7 M � �. U7 H W' H � H Z U � H n � �, � � w � � w � � w � � 11 w > � w � _� � N N N N N � � � � N N .� o � o 0 0 RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERV CES DEPARTMENT O LL Z W O U N N 0 W Q) N_ 0 N �- N CV M CV O N N - � - � -�ri / - � � - � / � � � / / � - � - / � � i i i \ ,� � I � � �'/ ' \� \ � J / \ � � r �� \ \ � \ \ / �\ � \ � � � � � � \ �J �� ' � � / � ,�y � � � � -' � � ' � � � � � \� PROPOSED SFR � / � ON ADJACENT PARCEL FOR / � REFERENCE ONLY / � \ � � 1 / \ �// \ �— \ / � � � \ � � � � �7� /� � � o �, � � � / � � � � � � � � � � o / � � � / � � '' � ,,,, � , � ' / ` � 5T PAD-MTD. HEAT PUMP UNIT LOCATED ENTIRELY — V WITHIN SETBACK AREA. SHALL COMPLY WITH NOISE STANDARDS CITY CODE PER EDMONDS 5.30.040 (55 ` � � d6(A) MEASURED AT PR� ERT�INE�— — � — YARD DRAIN—� _ Io _— `_� � - � _ .�— _ 1 - ` r � - J� N __ - STUMP- MI =� � CK �MIN•� �T� 230 E SETBA � � � '2f a �� (09)� `�) N87°40'31" W P.L, 360,73' EXISTING OR PROPOSED TREE WITH UNIQUE ID SHOWN AS (X), REFER TO SHEET A.2 J I I /'1U-IVI I ✓. I IL/'11 1 VIVII VIVI I LV VlI I L✓ LIV I II\LL I WITHIN SETBACK REA. SHALL COMPLY VIgITH NOISE STANDARDS PER DMONDS CITY CODE 5. 0.040 (55 dB(A) MEASURED T PROPERTY LINE) ICI I Ilo 1 ' 25' SIDE SETBACK (MIN. 10', TOTAL MIN. 35') I U m W �Iz �32� o �IN ---- - ----I 1 Zone RS-20 -_ Corner Setbacks: Required Front E 25 10 min/35 ; Side N total -_ -- Rear W------5----� Side ; 10 min/35 i Height '-:::::2�::� PROPOSED SITE PLAN SCALE: 1" = 10' L.I.J � M � o to � �, p v o0 � �� v � � �rn i . U � '� `° L.I.J M � � u1 � � = i N _ 2 0 V c °1 � � c U U ,� � N � � � v'f a ��Q �- �, U Q w U vJ N W > � � d� Q >Q W � J CV � � ti � z � ti o E Q � w I � � � N � � � M 0 rA H � H <Y H C� Z U <Y H Q � w a w � w � � w > w � a� � N N N N N � � � � � N .�o�000 RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z Q J � d W H N N 0 M w N_ 0 N �- N cV M CV O N N �'/ N 90 � �� TREE TO BE REMOVED -�r I ' ',' I ' ' �' �I � ' � I i �� TREE RETENTION PLAN SCALE: 1" = 10' L.I.J � M � o to � �, p v o0 � �� v � � �rn i U � '� `° L.I.J M � � u1 � � ++ �. N _ 2 i 0 V c °1 � � c U U ,� � N � � � v'f a ��Q �- �, U Q U Z W 0 - vJ � N W > � � d� Q >Q W � J CV � � ti � z � ti o E Q � w �� o� �� o� zZ 0 t� I �� N � M � Cn H � H � H Z U �' H Q `� � W d w d W d � W > W � a� � N N N N N � � � � � N .� O � O O O N RESUB Apr 26 2023 7CITY OF EDMONDS WELOPMENT SERVICES DEPARTMENT Z� OW � U C'\1 Z � W W J W�� WW N N 0 NOTES: 1. REFER TO ANGLE RESIDENCE -FULL TREE INVENTORY FOR DETAILED TREE RETENTION AND REPLACEMENT CALCULATION, INCLUDING TREE HEALTH EVALUATION. 2. ARBORIST SHALL REVIEW PLANTING LOCATIONS FOR REPLACEMENT TREES IN FIELD TO VERIFY THAT LOCATION WILL NOT CONFLICT WITH AS -INSTALLED WATER AND SEWER FORCE MAIN a M �_ w N_ 0 N �- N N M N O N N Vine Maple Cascara Serviceberry Bitter Cherry Hybrid Dogwood Big Leaf Maple Silktassel Grand Fir Doug Fir Hemlock s t u d i o landscape design arborist services haileyamackay@gmail.com 206.849.4573 � ,, � , ,� \ ` �\ \ `� � � � / \ \ �� / / \ � � � / \ ,, \ � � \ � > �� \ `� � \ 1� � \ � \\ \ � � � / \\ \ / �� - — \ � \` / ` �\ � / �\ V � � \ � � p .L. 369.95' \ 1�-�-� STUMP \ �p SIDESE�A�K�N 1� off= 1 —1 ROOF ___ � OVERHEAD N ` �� N PRE -CAST \ � \ L9IJDSCAP 1 N \ PAVERS � (01) � i � i - `\� i � \ / - _ \ \ � � \ i N i � � � i� 4 \ v � v 236 � i i � i i � �_ � � � \ i � i � � i i � °'s � �� -a--238 x r\T - - , �� N q 1 N81°40'31" W P.L. 360.73' � �---' '(12)J J � �(1� (13),____ (15) � �_ PLANTING PLAN VISUAL LEGEND Species Size Qty Vine Maple, 5 gal 13 Acer circinatum Cascara, 5 gal 6 Rhamnus purshiana Serviceberry, 2 gal 7 Amelanchier alnifolia Bitter Cherry, 2 gal 4 Prunus emarginata Hybrid Dogwood, 1.5" 5 Cornus nuttallii x cal florida Big Leaf Maple, 1.5" 3 Acer macrophyllum cal Silk Tassel, 5 gal 4 Garrya elliptica Grand Fir, 5 gal 2 Abies grandis Doug Fir, 6' ht 1 Psuedotsuga menziesii Hemlock, 5 gal 2 Tsuga heterophylla Total 47 Designation Qty Trees to be protected 42 Trees to be removed 25 Trees required to be replaced (viable trees in good condition) 17 Required replacement trees (based on DBH of removals) 42 PLANTING PLAN L.I.J � M � o to � v p v o0 � �� v � � �rn i . U � '� `° L.I.J M � � u1 � � ++ �. N _ 2 i 0 V c °1 � � c U U ,� � N � � � v'f a ��Q �- �, U Q W U W 0 vJ N W > � � d� Q >Q W � J CV � � ti � z � ti o E Q � w o 0 � � � � N � � � M o � H � H � H c� Z U � H � � W d W d W d W > W D_ a� � N N N N N � � � � � N .� O � O O O RESUB Apr 26 2023 �ciTr �� WELOP 5 DEPA TMENT Z ` I OW � U C'\1 Z � W W J W�� WW N N 0 C''M LLI w CV 0 N <h CV CV M CV O N N O 00 io CV N © ` 0 7'-4" U 16'-1" 0 I. 5'-5" I. 3'-3" I. 10'-6" 0 U o A.7 0 0 � N 2 Q M � Q d 1 03.01 B.O. FOOTIN 228'-1" 03.06 A.14 I01.13 T.O.W. 235'-8" B.O. FOOTING 235'-2" � � — — � _ � � . , p � p p -� p p I � - —� - ------I------------------------------------------�----t ----- �i�l---------------� I �� _mil �__� II I II I I I I I - - I II I T.O.W.23T-8" I I � 7 1 /4" M � I I I I I I I I I p 12 -7 3/4 �n ch I I I I I I I I � II I II I W6 I I W6 � I03.19 I I I I I I ,�-� � I II I I I I � � � II i i 4" SLAB ON GRADE i I ' (j -'I i i i N I I I I O I B.O. FOOTING 227'-7" L--� I I T.O.W. 237'-0" i I � � � CRAWL SPACE � I I I I I I I I I I N � I I I ZI ,_ .10 J � I � I I � I iv I � I I � I� � � �---- r----� I a �` �I I I I I I I I I I ❑ I � I �-----I--I-- o--�-------, I U I 6 1/2 7 3 1/2 6 7 1/2 6 9 2 10 1/2 15 3 I I I I 6 I �� I I I 0 I 14' �--- 34'-1" I 4 �----J I I U 8�� 15.19 I i i I \�y/\ Q � N � -�� I T.O.W. 235'-0" GD I I B.O. FOOTING 228'-0" I I I � 1 1 T.O.W. 235'-8" I I I I I �� '_�� I A.15 .15 I I I I �� '� � �� B.O. FOOTING 235'-2" B.O. FOOTING 234'-0" � c �'� z � �'' I 4" SLAB ON GRADE I II I j I I �� (� \ I I j I \ �--'� % � -�� r----------------------� I I I i �� I I I I - --- I I I fi _ , � �------------ _- � I I I I -r � p � j I � T.O.W.235'-0" T.O.W. 235'-8" I T.O.W. 235'-0" I M -�---' �-��,--------� ----I I I I I I I L-------I �-- =----------� � I _ �� i! ��J �� p I p I ILI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L.� - - - - - - - - - � r B.O. FOOTING 228'-1" B.O. FOOTING 234'-0" 3'-10" 8'-5 3/4" ~ 35'-4" g" 4�� 7 1 /4" 0 0 0 � N � M V � Q Q Q GENERAL NOTES: 1. REFER TO STRUCTURAL FOR DIRECTION, SPACING, SIZE AND SPECIES OF STRUCTURAL BEAMS AND JOISTS. N 1 A.7 w j� BASEMENT SCALE: 1 /4" = 1'-0" KEY NOTES 01 GENERAL 01.13 CRAWL SPACE ACCESS MIN 24" X 24"PER SRC 408.4 03. CONCRETE 03.01 REINFORCED CONCRETE FOOTING PER STRUCTURAL 03.06 C.I.P.C. FOUNDATION STEM WALLS PER STRUCTURAL 03.19 2' CONCRETE PILE PER STRUCTURAL 15. MECHANICAL 15.19 COMBINED SMOKE AND CARBON -MONOXIDE DETECTOR LJ.J � M � � to � v p v o0 � �� v � � �rn � � � . U � '� `° LJ.J M � � u1 � � ++ i N _ _ 0 V � � i � O U U ,� � N I..V Lli � N a ��Q �- �, U Q U _ N w � � Q Q w � J CV � rn ti � v Z � o � ti Q � W � H 0 H � O~ Z Z O C� m 0 L Q Q I � � � � � N � M � Cn � � Z �' H H H U H Q � `� W w W W W � d 0_ D_ > D_ a� � N N N N N � � � � � N .� O � O O O N RESUB Apr 26 2023 J CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q U ('1n � � • Z ZQ J ' I..L N N 0 ON 1 N 00 c0 M 1 OO 2 CV 1 C � O � � � � � � Q� M O 0 N � � GENERAL NOTES: 0 © © � 0 � 0 � 49'-3" � 6'-8" 7'-4" 16'-1 " 5'-8" 3' 10'-6" 9'-8 3/4" 7'-2 3/4" 2'-2" 12'-4 1 /2" 4'-1 /4" 3'-1 3/4" 3'-2" 7'-3 1 /2" _o A.7 � M � � PER 1204.4 LIGHTING AT STAIRS d N 2 ¢ ¢ NO LESS THAN 1 FOORCANDLE � � WATER MAIN SHUTOFF I I � 1.0 1 1.03 IN LAUNDRY ROOM W1.04 e1.0 IuI V I I II II II � it II - I I II II II 15.08 II F �' - � -J I I I I I II II II II � D W I I �� o ®� � ®i `� 12.26 I �E� 15 R @ 6-7/8 � O i �� II � I I � I I I 11" T o 1� 02 11.03 M � I I I I �i-1o3i4° KITCHEN 'I Ili II II �, PANTRY o � LAUNDRY II MUD I I �� UP 13'-4" i I s0 T-11 1 /4" 3'-8 3/4" `'' 5'-4 1 /2" � 9'-11 1 /2" - -2' � �-/� °_ 9'-10 3/ " II II II I II II 1143/ 15.17 -�- � 10. 1 � W �- r - , W - _ - / �� -------------- - I � _ ws.1 di1.02 ENTRY � �- � - I � � �--I15.19 � � WIRELESS � 1'-1/2" INTERCONNECT VFY. MANF. 2" SMOKEIHEATACA� 11.0 � �I - ,` 0 10.09 I�-- - r-, � I � _ � s0 �� 0 5 1 /2" 14'-7 3/4" 15'-4 1 /4" 15.07 5'-1 " o i 1.0 13'-1 3/4" DINING I LIVING 15.18 I 1 1 �►5 2 �-I08.17 0 N 1. GUARD RAILS TO RESIST 200 Ib CONCENTRATED LOAD ON TOP RAIL AND 50 PSF LOAD ON INFILL COMPONENTS. MAX 4" CLR BETWEEN INTERMEDIATE RAILS. 2. REFER TO STRUCTURAL FOR DIRECTION, SPACING, SIZE AND SPECIES OF STRUCTURAL BEAMS, JOISTS AND RAFTERS. 3. NFPA 13D RESIDENTIAL FIRE SPRINKLER SYSTEM TO BE INSTALLED UNDER SEPARATE PERMIT. BUILDING AREA: TOTAL HEATED: HOUSE 1,098 SQFT +BASEMENT 540 SQFT = 1,638 SQFT COVERED WALKWAY: 157 SQFT DRIVEWAY STEPS: 46 SQFT 15 .15 in �� ATIO I I I I ��'' 1 r A/All % 7�711 SO 08.17 1.0 � W7 0 M Q PLAN LEGEND: WHOLE HOUSE FAN 75 CFM PER IRC M1505.4.3(1) �J BATHILAUNDRY FAN MECHANICAL EXHAUST CAPASITY OF 50 CFM INTERMITTENTLY OR 20 CFM CONTINUOUSLY PER IRC TABLE M 1505.4.4 p KITCHEN FAN 100 CFM INTERMITTENTLY OR 25 CFM CONTINUOUSLY OPERATING PER IRC TABLE M1505.4.4 cD COMBINATION SMOKE DETECTORICARBON MONOXIDE HARDWIRE AND INTERCONNECTED WITH BATTERY BACKUP PER IRC 314 AND IRC 315 `'� i1.0 51 FAMILY / GUEST 1 c� z BATH-1 I sfl wiv 15.1 1 e1.0 2'-1 3/4" 2'-4 1/2" 2'-6" 2'-4" 2�-6" I 3' 1 A.7 1 �, M CV i � J � � I � � \ I �� J � \ WIRE ESS \ INTER NNECTED SMOKE/ AT ALARM �� 1�2 sfl �� , 06.15 2- �> �� , �i\ � � BASEMENT / ; ��, �� '� (NOT TO BE US V� `� � ;Y .�� ,\ \\ � \ �� \` � \ d? \` � \ �� , D / u? / 'o. \y � �o \ WE UNDERSTAND THATA 'S FIRE SPRINKLER DESIGN IS � / REQUIRED FOR THIS �'- PROJECT. IT WILL BE 6'- PERMITTED SEPARATELY. ✓ / ,� ,2� �I 10 FIRST FLOOR SCALE: 1 /4" = 1'-0" LJ.J � M O � to °C v � KEY NOTES `� � � ��v� � O1 � 06. WOOD &PLASTIC 06.15 WOOD FRAMED STAIR W M � u1 LANDING � � �. � � ++ N � 1O 08. DOORS &WINDOWS 2 c °1 � c 08.17 OPEN CORNER SLIDING U U � � N GLASS DOOR � a � � ��Q � � try U � 10. SPECIALTIES 10.09 SHIP'S LADDER PER IBC 1011.15 10.12 GUARD RAIL GUARD RAILS TO RESIST 50 PSF LOAD ON INFILL COMPONENTS. MAX 4" CLR BETWEEN INTERMEDIATE RAILS 11. EQUIPMENT 11.02 30" COOKTOP MODEL TBD, OWNER FURNISHED CONTRACTOR INSTALLED 11.03 42" FRIDGE MODEL TBD, OWNER FURNISHED CONTRACTOR INSTALLED 12. FURNISHING 12.26 BUILT IN BENCH 15. MECHANICAL Q 15.07 CLEAR AREA OF SHAFT � ABOVE FOR FUTURE FIREPLACE FLUE r n (�I _ 15.08 KITCHEN EXHAUST MIN 100 CFM INTERMITTENT, MIN 2.8 CFMNVATT. MAX 400 CFM CAPACITY. > 15.17 BATHROOM/UTILITY EXHAUST MIN 20 CFM CONT OR 50 CFM INTERMITTENT, MAX 0.35 WATTS/CFM, MAX 1.0 SONE J N (%� 15.18 WHOLE HOUSE r n N v � O MIN 75 CFM 15.19 COMBINED SMOKE AND CARBON -MONOXIDE DETECTOR � W O � H 0 O~ Z Z V m 0 a n � � � � � N � M C� o � � � Z � H H H U H Q � `� w w w w w � a � � > � a� � N N N N N � Lf) O M O � � � � � N N � o � o 0 0 m RESUB Apr 26 2023 �/ CITY OF EDMONDS IL.1` DEVELOPMENT SERVICES DEPARTMENT O O J r n� � � �./ I..L N N 0 O O O © © O O O O � 49'-3" � 6'-8" 7'-4" 16'-1 " 5'-8" 3' 10'-6" 9'-9 1 /2" 5'-8" 3'-8 1 /2" 7 1 /2" 5, 6 1 /2" 2'-6" 10'-10 3/4" 5' 5'-6" o A7 0 0 � N M V � 07.50 1 a � 72 � ti 2.05 n7 �n 2.06 `� � w2.08 III � w - - / �� N M 5 � o M - � 12.0 12.0 +245.58' N (( �� o I � �-� 15.17 0 � 3� �� I � N ATH-3 O �, �, . / 1 W5.1 N � � � N � � 1 -- -- -� 5 r� EQ EQ � / .10 I - 5'-g° - 2'-9 1 /2" 2'-4" 2'-9 1 /2" - `�' 8'= I 0 N 1'-8" 1'-4 '-6" MIN . '-6 fi/2 A.10 � �� _ - - - -- - rL(�-L+�l I 1 I sfl iv �., � in a � � i21 � sfl � I ® � i2.0 � \ \V ��, I 15 15 EQ EQ 4'-1 2" 3 - 3/4" EQ EQ M.BEDROOM 5 I I � o / \, .- I � � � , I � BEDROOM 2 � � � BEDROOM 3 � � ��o' `. I o � � , N - / � � L-� i `.L / � / / r �" I _ _ _ I- - - - - - - - - - - - - - - - - - - - - - - �� 4.tiy i- I I 2.15 w2.14 2.13 1 2.1 � �� `` �� 12.27 I J _ \ `� I OPENABLE AREA: OPENABLE AREA: � OPENABLE AREA: I� � "' I 18 SQFT 18 SQFT 18 SQFT � I SILL HEIGHT: SILL HEIGHT: SILL HEIGHT: 36" (36" MAX PER 36" (36" MAX PER 36" (36" MAX PER I - WAC 296-150M-0550 WAC 296-150M-0550 AC 296-150M-0550 � 3(d)) 3(d)) 3(d)) I � \ I � � \ I � � \ \ 1 I \ \` I r - � I \ L-� �-J I r - � \\ �� 0 0 0 \ QN ¢`�' A7 �Q \\ 10'-5" 3'-7" 7 1 /4" 2'_6„ 8" 6'-8" 2'-2" 7'-4" 6'-6 3/4" 7'-4" 1'-5" \ v � \ \ \� \ \ � aN ti� A7 \\ � \ \ 2.03 ti' \ �- GENERAL NOTES: BUILDING AREA: \ \� • 12 24 � 1. GUARD RAILS TO RESIST 200 Ib CONCENTRATED LOAD ON TOP TOTAL HEATED: \ RAIL AND 50 PSF LOAD ON INFILL COMPONENTS MAX 4 CLR HOUSE 861 SQFT +GARAGE 506 SQFT = 1 367 SQFT \ �% BETWEEN INTERMEDIATE RAILS. �6 2. REFER TO STRUCTURAL FOR DIRECTION, SPACING, SIZE AND \ SPECIES OF STRUCTURAL BEAMS, JOISTS AND RAFTERS. r? �, 3. NFPA 13D RESIDENTIAL FIRE SPRINKLER SYSTEM TO BE 07. INSTALLED UNDER SEPARATE PERMIT PLAN LEGEND: Q WHOLE HOUSE FAN 75 CFM PER IRC M1505.4.3(1) � BATHILAUNDRY FAN MECHANICAL EXHAUST CAPASITY OF 50 CFM INTERMITTENTLY OR 20 CFM CONTINUOUSLY PER IRC TABLE M 1505.4.4 C; KITCHEN FAN 100 CFM INTERMITTENTLY OR 25 CFM CONTINUOUSLY OPERATING PER IRC TABLE M1505.4.4 Co COMBINATION SMOKE DETECTORICARBON MONOXIDE HARDWIRE AND INTERCONNECTED WITH BATTERY BACKUP PER IRC 314 AND IRC 315 N -�, DRIVEWAY ��. \ � � /� / \ V � / \ I \I ,,, v/ � PROVIDE CIRCUIT � � \FOR EV CHARGER \ // / � .:� SECOND FLOOR LOWER ROOF KEY NOTES '-'-' v o o � OC �� ' � 07. THERMAL &MOISTURE �� v � 07.50 DOWNSPOUT � U LV � � � � '� `° � ar 10. SPECIALTIES I- � N 'N 10.09 SHIP'S LADDER PER IBC - i t 1011.15 = � v i C 10.12 GUARD RAIL V U .� � N GUARD RAILS TO RESIST 50 � Ln rp v'1 PSF LOAD ON INFILL Q �- v Q � COMPONENTS. MAX 4" CLR `� � U Q BETWEEN INTERMEDIATE RAILS 12. FURNISHING 12.01 DESK TBD 12.04 MASTER BATH VANITY 12.23 BUILT IN BOOK SHELF RAILING HEIGHT 12.24 BUILT IN WINDOW SEAT 12.27 BUILT IN FLOOR CABINETRY WITH SINK AND WORK COUNTER w 15. MECHANICAL 15.17 BATHROOM/UTILITY EXHAUST MIN 20 CFM CONT OR 50 CFM INTERMITTENT, MAX 0.35 WATTS/CFM, MAX 1.0 SONE N � W � � d� Q >Q w � J CV � ' w V � O Z ti � Q � w Ov LL � H � O� Z Z C� m 0 a n � � � N � � � M o � H � H � H C� Z U � H Q `� � W a w � W � � W > W � a� � N N N N N � � Lf) � O � M � O N � N � o � o 0 0 m � RESUB O Apr 26 2023 O CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J Z O � � UQ rW J v/ 4/25/2023 2:24 PM/23-0412 angle PERMIT REV 3.pin 0 1/2" 1" 2" C� D r rn II �- O O O r Z ROOF PLAN 0 D �j °j� ♦rnA Dm0 N V+ Azo a, mcn� N ?AZ o <� N � W • � m 0 0 s �o 0 O � 0 "' 0 0 A.8 0 , 1 I I I I I issue issue date description Approved by: 04.15.22 PERMIT SET 10.10.22 PERMIT REV 1 SET 02.13.23 PERMIT REV 2 SET 03.20.23 VE PRICING SET NOT FOR 04.25.23 PERMIT REV 3 SET CONSTRUCTION ANGLE RESIDENCE 15724 72nd Ave W, Edmonds, WA 98026 0 0 0 0 0 0 o p T V V V /� m z O Om�a? o o� = m cn�z= v �� m � n�0 W �= r �—z � �z f?o m�� z ter" � zm� � �A N �� O o� C z � oD �� m ARCHITECTURE 1 15-C north 36th street Seattle wa, 98103 CASTarchitecture. com ph 206.256.9886 N N 0 7 a M W w CV O M N d- CV CV M CV O N N 0 7'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) NORTH ELEVATION SCALE: 1 /4" = 1'-0" 19'-7" v ROOF 10'-7" � 2ND FLOOR 2'-10 1/2" (237.88' .GRADE 2 ENTRY 0 5' SOUTH ELEVATION SCALE: 1 /4" = 1'-0" KEY NOTES w v o o � � �^�� 01 GENERAL , �� v � 01.13 CRAWL SPACE ACCESS � � � � MIN 24" X 24"PER SRC 408.4 V � i„ 1p 01.31 EXTERIOR ACCESS LJ.J M � � u1 EQUIPTMENT / STORAGE ��. � � nl SPACE BELOW STAIRS — 0 t=i � 2 c °1 � o 05. METALS U U � � N � � � y 05.19 METAL PANEL Q �- � Q � �- v� U Q 05.30 SHEET MTL TRIM, 22 GA VERTICALLY CONTINUOUS. FINISH BLACK TO MATCH WINDOWS. CAULK TO WINDOW FRAME AT JAMBS CAULK JOINT AT SIDING TRANSITION PER SIDING MFR REQUIREMENTS 06. WOOD 8� PLASTIC 06.69 PAINTED CEMENT -BOARD SIDING, 6" EXPOSURE 06.75 P.T. CEDAR GLULAM COLUMN 07. THERMAL 8 MOISTURE 07.50 DOWNSPOUT U Z W 0 REFER TO SHEET G.04 FOR AVERAGE � � GRADE CALCULATION � CV w � � � � Q Q w � J CV � � ti � � o z ti E Q � w Ov �� H� O~ zZ O t� I � � � N � � � M o � H � H � H C� Z U � H Q `� � W d w d W d � W > W D_ a� � N N N N N � � � � � N .� O � O O O m RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES � /� DEPARTMENT 7 O 1 I ' I �/ �/ / • >� JO W= N N 0 �, tit--= --G3_ G_i a M W w CV 0 M N <t- CV cV M CV O N N 0 7'-10 1 /2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) O 19'-7" v ROOF 10'-7" � 2ND FLOOR �2'-10 1/2" (237.88') � AVG. GRADE 2' ENTRY 0" 1ST FLOOR WALKWAY ELEVATION OI I 0 7'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) 18'-7" v ROOF 10'-7" � 2ND FLOOR o '-10 1 /2" (237.88') AVG. GRADE s2'ENTRY 0" s 1ST FLOOR EAST ELEVATION SCALE:1/4" = 1'-0" `' SCALE:1/4" = 1'-0" 0 7'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) O Q ® ® ® Q Q 19'-7" ROOF 10'-7" v 2ND FLOOR �2'-10 1/2" (237.88') AVG.GRADE On 4 1 ST FLOOR -5' s CRAWL SPACE WEST ELEVATION SCALE: 1 /4" = 1'-0" KEY NOTES w v o o � OC 05. METALS �� ' � , �� v � 05.19 METAL PANEL � U LL � � � � '� � � °_ `° N 06. WOOD &PLASTIC � � � 06.69 PAINTED CEMENT -BOARD — i t SIDING, 6" EXPOSURE _ � v i C 06.75 P.T. CEDAR GLULAM U U � � N COLUMN � Ln rp v'1 ��Q a �- �, U Q 07. THERMAL &MOISTURE 07.50 DOWNSPOUT REFER TO SHEET G.04 FOR AVERAGE GRADE CALCULATION w U Z W Cn W W J Z Q �H O? H� O~ zZ O t� � � � � � N � M � Cn � � Z �' H H H U H Q � `� w w w w w � d d d > D_ a� � N N N N N � Lri o c�i o �ri � � � � N N � O � O O O m RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z O ~ w JO W= N N 0 1z 10 2 O a M W w CL CV 0 c+� N CL <h CV CV M CV O N N 0 7'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) 2' STORAGE ROOM FLOOR GARAGE SOUTH ELEVATION srni F� ��a„ _ ��_m� 0 7'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) GARAGE NORTH ELEVATION srni F� ��a„ _ ��_m� 0 7'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) GARAGE EAST ELEVATION 0 7'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) 18'-8 1 /2" v TOP PLATE @ GARAGE W WAL 11' � GARAGE FLOOR �2'-10 1/2" (237.88') AVG.GRADE 2' STORAGE ROOM FLOOR GARAGE WEST ELEVATION SC:AI F• 11d" _ ��_n�� KEY NOTES 06. WOOD 8� PLASTIC 06.69 PAINTED CEMENT -BOARD SIDING, 6" EXPOSURE 06.75 P.T. CEDAR GLULAM COLUMN 06.76 P.T.CEDAR GLULAM BEAM 07. THERMAL &MOISTURE 07.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT 07.50 DOWNSPOUT REFER TO SHEET G.04 FOR AVERAGE GRADE CALCULATION LJ.J � M � � to � v p v o0 � �� v � � �rn � � � . U � '� `° LJ.J M n3 � u1 � � ++ i N _ _ 0 V � � i � O U U ,� � N � � � v'f a ��Q �— �, U Q U Z W 0 - vJ � N W > � � d� Q >Q W � J CV � � ti � z � ti o E Q � w Ov LL � O~ Z Z O V m 0 a n � � � N � � � M � Cn H � H � H Z U �' H Q `� � w a w o_ w � � w > w D_ a� � N N N N N � � � � � N .� O � O O O m .� RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z O 1 r n WQ J w C� N 10 R1 I ---------------- - O2 3 GARAGE A.14 F3 I I � BASEMENT I I I D I - - - �- - M W w _N CB CV <h O M N �t N N M N O N lf� N <h 27'-10 1/2" (262.88') � MAX. HEIGHT (FROM AVG. GRADE) O 0 9'-7�� ROOF � 18'-8 1 /2" T.O.P. @GARAGE W. WALL v 1' GARAGE FLOOR 2'-10 1/2" (237.88') sAVG_GRADE Section Looking S. @Garage � 5 0 7'-10 1 /2" (262.88') MAX. HEIGHT �2 I I 1� ,.. _ O 2 i i SECTION -LOOKING EAST (a� KITCHEN/DINING 0 7'-10 1 /2" (262.88') MAX. HEIGHT (FROM AVG. GRADE) 18'-7" ROOF 10'-7" �2ND FLOOR 2'-10 1/2" (237.88') AVG. GRADE Section looking w. @entry W vM�1° � a,o p o0 +.� U � � � � � � � � � i . �. � U � �' � w M � aU, u, 1 � � � +� N _ � _ 0 7'-10 1/2" (262.88') _ ° v i c MAX. HEIGHT U U � � N (FROM AVG. GRADE) � � � � � Q � � � � � Q��'�Q _---� OI DROPPED CEILING &SOFFIT SECTION -LOOKING EAST @LIVING SCALE: 1 /4" = 1'-0" 0 7'-10 1/2" (262.88') MAX. HEIGHT (FROM AVG. GRADE) SECTION -LOOKING NORTH @HALLWAY SCALE: 1 /4" = 1'-0" w U z w C/) W W J Z Q a� 0 L Q Q I Ov �� H� O~ Z Z 0 U CV rwrnn VJ � 'w^ VJ N � � 'w^ VJ M � �. (n H �' H � H Z U � H n � � � w � � w � � w � � d w > � w � m � N N N N N � � � � O � M � O N � N � � � O O � N O c'7 O � O RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V Z O 1 • U rW v / 4/25/2023 2:24 PM/23-0412 angle PERMIT REV 3.pin 0 1/2" 1" 2" m o� �� C7 r D � r— � m� -- � .� �� v 0 v SECTIONS issue issue date description Approved by: 04.15.22 PERMIT SET ANGLE RESIDENCE 10.10.22 PERMIT REV 1 SET 0 02.13.23 PERMIT REV 2 SET 0 0 < � /� 03.20.23 VE PRICING SET i11 04.25.23 PERMIT REV 3 SET NOT FOR Imo � CONSTRUCTION zmo o c 15724 72nd Ave W, w Edmonds, WA 98026 ARCHITECTURE 1 15-C north 36th street Seattle wa, 98103 CASTarchitecture. com ph 206.256.9886 EXTERIOR DOORS 3'-6 3/4" 3'-6 3/4" '- � '� � � L de1.01 de1.09 INTERIOR DOORS de 1.02 de1.03 I� de1.04 OC OCR OOP 00� de2.01 d�_d„ de2.02 de 1.05 9'-10" 3'-2 3/4" 3'-2 3/4" 3'-2 3/4" � � L de 1.06 c a 3'-6 1 /2" 3'-6 1 /2" 3'-6 1 /2" - - - - ao I I � -� � L de 1.07 v M o io io 'v 0 de1.08 2'-5 1 /2" 2'-9 1 /2" 6' 6' 2'-3" 2'-7 1 /2" 2'-7 1 /2" ' . ,. 2'-4 1 /2" 2'-4 1 /2" 1'-11 1/4" 2'-4" 2'-8" 2'-10" 2'-10" 2'-10" 2'-10" 2'-3" 2'-6" 2'-6" 2'-3" 2'-3" v � - v v v v v M pp � M M Op � � M 00 M Op O) 00 M Op � � M OD M a0 GO � 00 OD � 00 � 00 � CO (fl � C1J � CO � (O io io io is Fo io io ifl "v 0 OD � io v M 00 � � ao � di1.01 di1.02 di1.03 di1.04 di1.05 di1.06 di1.07 di1.08 di2.01 di2.02 2'-9 1/2" 2'-6" v di1.01 di1.02 di1.03 di1.04 di1.05 di1.06 di1.07 di1.08 di2.01 di2.02 2'-9 1/2" 2'-6" v M CO ao � in di2.03 M W I- w _N CB CV P M N �t N N M N O N lf� N <h 2'-9 1/2" 2'-6" v M OD ao � in di2.04 2'-7 1/2" 2'-6" v M pp ao � di2.05 2'-7 1/2" 2'-6" v M 00 ao � io di2.06 2'-7 1/2" 2'-6" M 00 00 � di2.07 2'-7 1/2" 2'-6" o� co in 'v 0 di2.08 5'-1 1 /2" 3' 3' 4 v M 00 � � ao � io di2.09 6'-1 1 /2" 3' 3' di2.10 ID di2.06 2'-7 1/2" 2'-6" M 00 00 � di2.07 2'-7 1/2" 2'-6" o� co in 'v 0 di2.08 5'-1 1 /2" 3' 3' 4 v M 00 � � ao � io di2.09 6'-1 1 /2" 3' 3' di2.10 ID di2.07 2'-7 1/2" 2'-6" o� co in 'v 0 di2.08 5'-1 1 /2" 3' 3' 4 v M 00 � � ao � io di2.09 6'-1 1 /2" 3' 3' di2.10 ID di2.09 6'-1 1 /2" 3' 3' di2.10 ID ROUGH OPENING WxH LEAF WxH AREA U-VALUE MFG. TYPE SERIES MATERIALS FINISHICOLOR OPT. 8� NOTES de1.01 7'-2 314"X8'-10" 7'-1 1/2"X8'-8" 62.77 0.30 SierraPacific 2-Panel Glazed Sliding ALNUD Black I Stain Corner Jamb wlde1.07; Safety Patio Door glazing de1.02 3'-2"X8'-10" 3'X8'-8" 27.28 0.36 SierraPacific Glazed Swing Door AUWD Black I Stain de1.03 3'-2"X2'-4" 3'X2'-2" 6.97 0.36 Insulated Double Utility HM Black I Black Door Glazed Swing Door with de1.04 4'-4"X7'-6" 3'x7'-4" 31.74 0.36 SierraPacific ALIWD Black I Stain Safety glazing Sidelite de1.05 3'-2"X8'-10" 3'X8'-8" 27.28 0.36 SierraPacific Glazed Swing Door ALIWD Black I Stain Mull together w/de1.01; Safety lazin de1.06 9'-10"X8'-10" 9'-8"X8'-8" 85.47 0.28 SierraPacific 3-Panel Glazed Sliding ALIWD Black I Stain Safety glazing Patio Door de1.07 10'-9112"x8'-10" 10'-71/2"X8'-8" 93.30 0.28 SierraPacific 3-Panel Glazed Sliding ALIWD Black I Stain Corner Jamb w/de1.01; Safety Patio Door glazing de1.08 3'-2"X6'-10 314" 3'X6'-8" 21.23 0.36 SierraPacific Insulated Solid Door HM Black I Black Solid wood door not less than 1-318 inches thick per R302.5.1 de1.09 8'-2"X7'-2" 8'X7' 57.38 0.30 SierraPacific 2-Panel Glazed Sliding ALIWD Black I Stain Safety glazing Patio Door 16'-0"x7'-0" Glazed, insulated de2.01 16'-1"X7'-1 1l1" 16'-21/4"X7' 112.00 0.24 NW Door garage door C43 ALIAL Black I Stain de2.02 3'-2"X7'-1 1/4" 3'X6'-11 114" 21.88 0.36 SierraPacific Insulated Solid Door HM Black I Black Solid wood door not less than 1-318 inches thick per R302.5.1 ID LEAF AREA MFG. TYPE MATERIALS FINISH OPT. &NOTES DIMENSIONS di1.01 2'-4"X6'-8" 16.54 - Pocket WD Paint di1.02 2'-8"X6'-8" 18.79 - Single WD Paint Pocket di1.03 5'-8"X6'-8" 40.38 - 2-Panel WD Paint Slider di1.04 5'-8"X6'-8" 40.38 - 2-Panel WD Paint Slider di1.05 2'-3"X6'-8" 15.14 --- Single WD Paint Swin di1.06 2'-6"X6'-8" 17.66 - Single WD Paint Swin di1.07 2'-6"X6'-8" 17.69 - Single WD Paint Swin di1.08 3'-10112"X6'-8" P6,92 _ 2-Panel WD Paint Slider di2.01 2'-3"X6'-8" 15.98 - Single MTLIGLASS Paint Tempered/Safety glazing Swin di2.02 2'-3"X6'-8" 15.98 - Single WD Paint Swin di2.03 2'-6"X6'-8" 18.79 - Single WD Paint Swin di2.04 2'-6"X6'-8" 18.79 - Single WD Paint Swin di2.05 2'-6"X6'-8" 17.66 - Single WD Paint Swin di2.06 2'-6"X6'-8" 17.66 - Single WD Paint Swin di2.07 2'-6"X6'-8" 17.66 - Single WD Paint Swin di2.08 2'-6"X6'-8" 17.69 - Single WD Paint Swin di2.09 6'X6'-8" 34.49 - 2-Panel WD Paint Slider di2.10 6'X6'-8" 41.22 - 2-Panel WD Paint Slider LJ.J � M � to � a, o p o0 +.� U � � � Gl G1 � dl L . �. � U � �. `fl L.I.J M � N Ll1 � � +� N o � � 2 c °' i o U U �' � N � � � � Q v U Q U Z W - � _ N W��\ /°''�� W V J W� � J N � '^ � � V N O Z ti � Q � W r Z Z 0 U a� 0 L Q n w w w � � � � � N � M �. H H H U H n � � � � � d � �, w w w w w � � � � > � m � N N N N N � � � � N N .� O � O O O RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ^ DEPARTMENT W J 1..� W • O= OU v/ LJ.J � M � to � a, o p o0 +.� U � � � Gl G1 � dl L . �. � U � �. `fl L.I.J M � N Ll1 � � +� N o � � 2 c °' i o U U �' � N � � � � Q v U Q U Z W - � _ N W��\ /°''�� W V J W� � J N � '^ � � V N O Z ti � Q � W r Z Z 0 U a� 0 L Q n w w w � � � � � N � M �. H H H U H n � � � � � d � �, w w w w w � � � � > � m � N N N N N � � � � N N .� O � O O O RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ^ DEPARTMENT W J 1..� W • O= OU v/ U Z W - � _ N W��\ /°''�� W V J W� � J N � '^ � � V N O Z ti � Q � W r Z Z 0 U a� 0 L Q n w w w � � � � � N � M �. H H H U H n � � � � � d � �, w w w w w � � � � > � m � N N N N N � � � � N N .� O � O O O RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ^ DEPARTMENT W J 1..� W • O= OU v/ r Z Z 0 U a� 0 L Q n w w w � � � � � N � M �. H H H U H n � � � � � d � �, w w w w w � � � � > � m � N N N N N � � � � N N .� O � O O O RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ^ DEPARTMENT W J 1..� W • O= OU v/ m � N N N N N � � � � N N .� O � O O O RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ^ DEPARTMENT W J 1..� W • O= OU v/ RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ^ DEPARTMENT W J 1..� W • O= OU v/ N N 0 C''M LLI w o_ Q) N_ O M N <t- N cV M CV 0 N N WINDOWS 5'-5" 2'-4 1 /2" 2'-4 1 /2" ih w1.01 10' 10' 3'-3/4" 3'-3/4" 3'-3/4" ih w1.02 3'-11/4" 3'-11/4" 3'-11/4" in �,.� -v ft! w2.01 7'-4" 2'-3" 4'-7" w2.11 w2.12 12' 3'-9 1 /4" 3'-9 1 /4" 3'-9 1 /4" ih w2.18 5'-5" 2'-4 1/2" 2'-4 1/2" w2.02 7'-4" 4'-7" 2'-3" m w2.19 M w1.03 4' 1'-9" 1'-9" m w1.04 10' 3'-3/4" 3'-3/4" 3'-3/4" -v w2.03 w2.13 M w2.20 7�� 4'-7" 2'-3" ih w2.21 w1.05 -v w2.04 7'-4" 2'-3" 4'-7" io w1.06 5' 2'-3" 2'-3" M w2.05 3'-10" 2'-4" v co in w2.14 M w2.22 in ih w2.23 w1.07 ih w2.06 w2.07 3'-10" ib "v � w1.08 w1.09 w1.10 ,' w2.08 w2.09 10' 3'-11/4" 3'-11/4" 3'-11/4" 9'-10" 3'-3/4" 3'-3/4" 3'-3/4" in ih w2.16 ❑❑❑❑❑❑ w2.17 M w2.10 ID w1.01 ROUGH OPENING W x H 5'-5"x3'-9" 10'X3'-9" 2'-2"x3'-9" 4'x3'-9" 3'X7'-6" AREA 20.31 37.50 8.13 15.00 22.50 U-VALUE 0.32 0.32 0.32 0.32 0.24 MFG. Kolbe Kolbe Kolbe Kolbe Kolbe SERIES VistaLuxe AL VistaLuxe AL VistaLuxe AL VistaLuxe AL VistaLuxe AL TYPE 2x Awning MATERIALS AL/AL AUAL AUAL AUAL AUAL FINISH/COLOR BLK./BLK. BLK./BLK. BLK./BLK. BLK./BLK. BLK./BLK. OPT. &NOTES Safety glazing Safety glazing Safety glazing w1.02 3x Awning w1.03 Awning w1.04 2x Awning w1.05 Fixed w1.06 7'-4"x5'-6" 40.33 0.24 0.30 0.30 0.30 0.30 0.24 0.32 0.32 0.30 0.32 0.32 0.30 0.32 0.24 0.32 0.24/0.30 0.24/0.30 0.24/0.30 0.24/0.30 0.30 0.24 0.24 0.32 0.24 0.24 0.24 Kolbe VistaLuxe AL Fixed +Casement AUAL Kolbe VistaLuxe AL Casement AUAL Kolbe VistaLuxe AL Casement AUAL Kolbe VistaLuxe AL Casement AUAL Kolbe VistaLuxe AL Casement AL/AL Kolbe VistaLuxe AL 3x Fixed w/raked head AUAL Kolbe VistaLuxe AL 2xAwning AUAL Kolbe VistaLuxe AL 3xAwning AUAL Kolbe VistaLuxe AL Casement AUAL Kolbe VistaLuxe AL 2xAwning AUAL Kolbe VistaLuxe AL Awning AUAL Kolbe VistaLuxe AL Casement AUAL Kolbe VistaLuxe AL 2xAwning AUAL Kolbe VistaLuxe AL Fixed AUAL Kolbe VistaLuxe AL Awning AUAL Kolbe VistaLuxe AL Fixed +Casement AUAL Kolbe VistaLuxe AL Fixed +Casement AUAL Kolbe VistaLuxe AL Fixed +Casement AL/AL Kolbe VistaLuxe AL Fixed +Fixed o/Casement AL/AL Kolbe VistaLuxe AL Casement AUAL Kolbe VistaLuxe AL 3x Fixed w/raked head &sill AUAL Kolbe VistaLuxe AL 3x Fixed AL/AL Kolbe VistaLuxe AL 3x Awning AL/AL Kolbe VistaLuxe AL Fixed AUAL Kolbe VistaLuxe AL Fixed AUAL Kolbe VistaLuxe AL Fixed AUAL BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. BLK./BLK. BLK./BLK. Safety glazing BLK./BLK. BLK./BLK. BLK./BLK. Safety glazing, 20" regd. egress per manf. BLK./BLK. Safety glazing, 20" regd. egress per manf. BLK./BLK.Safety glazing, 20" regd. egress per manf. BLK./BLK. 'Safety glazing, 20" regd. egress per manf. BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing BLK./BLK. Safety glazing w1.07 2'-6"X5'-6" 2'-6"X5'-6" 3'-10"X4'-8" 3'X4'-8" 10'X5'-6" 5'-5"x4'-6" 10'x4'-6" 13.75 w1.08 13.75 w1.09 17.89 14.00 w1.10 w2.01 55.00 w2.02 24.38 w2.03 45.00 w2.04 1'-8"x4'-6" 7.50 w2.05 5'x3' 2'-6"x3' 1'-8"X4'-6" 5'x3' 3'x7' 3'x3' 15.00 w2.06 7.50 w2.07 7.50 w2.08 15.00 w2.09 21.00 w2.10 9.00 w2.11 7'-4"X6' 7'-4"x6' 7'-4"x6' 6'-8"X7'-6" 44.00 w2.12 44.00 w2.13 44.00 w2.14 50.00 w2.15 2'-6"X5'-8" 14.17 w2.16 10'X5'-6" 9'-10"x4' 12'x3'-6" 3'X3'-6" 55.00 w2.17 39.33 w2.18 42.00 w2.19 10.50 w2.20 3'X3'-6" 10.50 w2.21 3'X3'-6" 10.50 w2.22 3'X3'-6" 10.50 0.24 Kolbe Kolbe VistaLuxe AL Fixed VistaLuxe AL I Awning AUAL BLK./BLK. Safety glazing w2.23 3'X3'-6" 10.50 0.32 AUAL BLK./BLK. Safety glazing REFER U-VALUE WEIGHTED AVERAGE CALCULATION SPREADSHEET, SUBMITTED SEPARATELY, FOR WEIGHTED AVERAGE GLAZING CALCULATION. LJ.J � M � o to � �, p v o0 � �� v � � �rn i . U � *'� `° LJ.J M � � u1 � � ++ �. N _ i O � � � i to O U U ,� � N � � � H a ��Q �- �, U Q U Z _ N W � °� W � � J N � V Z � o � ti Q � Ov LL � O~ Z Z O V N O L Q � � � N � � � M � Cn H � H � H Z U �' H Q � � W d W d W d � W > W � a� � N N N N N � � � � � N .� O � O O O N RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ^ DEPARTMENT W J C'�I O Q Q 11� � z - rUn v/ N N 0 c+� W �_ LL1 CL Q) CV �I- O i M N CL <t- CV CV M CV O N N �I- ROOF ASSEMBLIES UNCONDITIONED CONDITIONED R1 TYP.ROOF ASSEMBLY R-VALUE: 49 Meets min. requirements per Table 402.1.1. e WALL ASSEMBLIES CONDITIONED CONDITIONED � 10 3/4" � 01/2"�� 71/4" 01/2"VIJr2" �601/2" W1 TYP. 2x8 EXTERIOR WALL W/ SIDING ASSEMBLY R-VALUE: 38 Meets min. requirements per Table 402.1.1 07.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT 07.87 MIN. 1" CONT. VENT CAVITY 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION 07.36 ROOF SHEATHING 07.86 R-49 FIBERGLASS OR ROCKWOOL BATT INSULATION 06.03 PARALLEL -CHORD NAIL -PLATE TRUSS 07.08 CONT. AIR BARRIER &VAPOR RETARDER SHEET CERTAINTEED MEMBRAIN OR SIM. -I 09.01 1/2" GWB 07.54 FIBER -CEMENT SIDING HORIZ. LAP OR FLAT PANEL PER ELEVATIONS 07.55 1X CEDAR VERTICAL NAILERS 07.40 2" MIN. WOOL SHEATHING BRD., R-8 ROCKWOOLCOMFORTBOARD110 07.04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA 06.40 SHEATHING PER STRUCTURAL 07.26 MIN. WOOL INSULATION, R-30 ROCKWOOL COMFORTBATT 7.25" 09.91 112" GWB COMPLIES WITH GARAGE/DWELLING SEPARATION PER R302.6. UNCONDITIONED 07.73 DRAIN ROCK 07.04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA 03.14 C.I.P. WALL, SEE PLAN FOR THICKNESS 6" R-1.23 / 8" R-1.35 07.83 5" ROCKWOOL CONT. INSULATION, R-21 UNCONDITIONED W6 TYP. EXTERIOR WALL @CRAWL BELOW GRADE ASSEMBLY R-VALUE: 21+ (INCLUDING CONC.) Meets min. requirements per Table 402.1.1 FLOOR ASSEMBLIES M 0 o� M 0 M 0 • � • � _v -�� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I�■■■■■■ iiio�iii��o�iiio�ii ��iiia F1 TYP. FLOOR @GRADE F4 TYP. FLOOR UNINSULATED F4.1 TYP. FLOOR OVER CRAWL (OMIT GWB) 09.13 FLOORING PER FINISH SCHEDULE 09.14 1/4" FLOORING UNDERLAYMENT 03.02 C.I.P.C. SLAB 07.22 2" RIGID INSULATION, R-10 MIN. 07.06 POLY VAPOR BARRIER UNDER SLAB SOIL BARRIER WITH SEALED SEAMS AND PENITRATIONS 02.14 2" SAND CAPILLARY BREAK 02.13 COMPACTED BACKFILL 09.13 FLOORING PER FINISH SCHEDULE 09.14 1/4" FLOORING UNDERLAYMENT 06.40 SHEATHING PER STRUCTURAL 06.27 TJI JOIST PER STRUCTURAL 16" O.C. 09.01 1/2" GWB UNCONDITIONED R2 TYP. ROOF EAVE CONDITIONED )7.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION )7.36 ROOF SHEATHING 06.10 2X OUTRIGGER, SISTER TO ROOF TRUSS 16.19 PLYWOOD SOFFIT BOARD W2 TYP. 2x6 EXTERIOR WALL W/SIDING ASSEMBLY R-VALUE: 21 Meets min. requirements per Table 402.1.1 � 8 1/4" � /.54 FIBER -CEMENT SIDING HORIZ. LAP OR FLAT PANEL PER ELEVATIONS 07.55 1X CEDAR VERTICAL NAILERS 07.04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA i.40 SHEATHING PER STRUCTURAL 07.27 MIN. WOOL INSULATION, R-21 ROCKWOOL COMFORT BATT 5.5" ).91 112" GWB COMPLIES WITH GARAGE/DWELLING SEPARATION PER R302.6. (CONDITIONED CONDITIONED W3 TYP. 2x4 EXTERIOR WALL @WINDOW SEAT ASSEMBLY R-VALUE: 23 Meets min. requirements per Table 402.1.1 03.14 C.I.P. WALL, SEE PLAN FOR THICKNESS 6" R-1.23 / 8" R-1.35 I CONT.AIR BARRIER &VAPOR RETARDER SHEET CERTAINTEED MEMBRAIN OR SIM. 07.83 5" ROCKWOOL CONT. INSULATION, R-21 2x WALL FURRING, FLAT FRAMED 1.10 5/8" TYPE X GWB UNCONDITIONED CONDITIONED W7 EXTERIOR WALL @BASEMENT ABOVE GRADE ASSEMBLY R-VALUE: 21+ (INCLUDING CONC.) Meets min. requirements per Table 402.1.1 Per IBC Table 721.1(1), 4" concrete wall has a minimum fire resistance rating of 4 hours, exceed requirement per IRC Table R302.6 for "not less than 1/2-inch gypsum board or equivalent applied to the garage side. CONDITIONED i .........:....................: � ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ .� o� M 0 N W ��1 .� F2 TYP. FLOOR @BASEMENT F2.1 TYP. FLOOR @CRAWL (REPLACE 4" SLAB W/ 1" SLAB) F5 TYP. FLOOR @LOFT 03.02 C.I.P.C. SLAB 07.22 2" RIGID INSULATION, R-10 MIN. 07.06 POLY VAPOR BARRIER UNDER SLAB SOIL BARRIER WITH SEALED SEAMS AND PENITRATIONS 02.14 2" SAND CAPILLARY BREAK 02.11 GRAVEL BED 06.48 1 1/2" CAR DECKING PER STRUCTURAL, WIDTH TO MATCH (E) ROOF 09.14 1/4" FLOORING UNDERLAYMENT 06.64 2 BY LUMBER PER STRUCTURAL 20 FIBER -CEMENT PANEL SIDING 2" MIN. WOOL SHEATHING BRD., R-8 ROCKWOOLCOMFORTBOARD110 04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA 40 SHEATHING PER STRUCTURAL R-15 BATT INSULATION -UNPAGED 09.01 1/2" GWB )ITIONED CONDITIONED 03.14 C.I.P. WALL CONDITIONED W8 INTERIOR C.I.P. CONCRETE WALL Per IBC Table 721.1(1), 4" concrete wall has a minimum fire resistance rating of 4 hours, exceed requirement per IRC Table R302.6 for "not less than 1/2-inch gypsum board or equivalent applied to the garage side. r�nniniTinni�n )3.17 PAN -DECK FLOOR CIPC O/CORRUGATED STEEL FORMWORK 05.32 STEEL ANGLE '.73 DRAIN ROCK 7.57 DAMP PROOFING LIQUID -APPLIED ASPHALTIC 07.72 DELTA DRAIN MEMBRANE TIE INTO FDN. DRAIN 3.14 C.I.P. WALL 2x WALL FURRING, FLAT FRAMED 5/8" TYPE X GWB UNCONDITIONED CONDITIONED W4 TYP. EXTERIOR WALL @BASEMENT BELOW GRADE ASSEMBLY R-VALUE: 21+ Meets min. requirements per Table 402.1.1 15.31 WIDE FLANGE BEAM W10x22 STEEL 09.92 MIN. 1/2" GWB 0/METAL HAT CHANNEL PER TABLE R302.6 F3 TYP. FLOOR @GARAGE (RATED 1 HR) Per IBC Table 721.1(1), min. 2" depth of pan deck has a minimum fire resistance rating of 2 hours, exceed requirement per IRC Table R302.6 for "not less than 1/2-inch gypsum board or equivalent applied to the garage side. �_5' 1 /'hl 2" 'i 0 1/2" Vli� 3 1/2" �I,O 1/2" �� 09.01 1/2" GWB KEY NOTES 02. SITE 02.11 4" GRAVEL BED METAL EDGING @PERIMETER, FINISH TBD 02.13 COMPACTED BACKFILL 02.14 2" SAND 03. CONCRETE 03.02 C.I.P.C. SLAB 03.14 C.I.P. WALL, SEE PLAN FOR THICKNESS 6" R-1.23 / 8" R-1.35 03.17 PAN -DECK FLOOR CIPC O/CORRUGATED STEEL FORMWORK 05. METALS 05.31 WIDE FLANGE BEAM W10x22 STEEL 05.32 STEEL ANGLE 06. WOOD 8� PLASTIC 06.03 PARALLEL -CHORD NAIL -PLATE TRUSS 06.10 2X OUTRIGGER, SISTER TO ROOF TRUSS 06.11 2x WALL FURRING, FLAT FRAMED 06.19 PLYWOOD SOFFIT BOARD 06.27 TJI JOIST PER STRUCTURAL 16" O.C. 06.40 SHEATHING PER STRUCTURAL 06.48 1 1/2" CAR DECKING PER STRUCTURAL, WIDTH TO MATCH (E) ROOF 06.64 2 BY LUMBER PER STRUCTURAL 07. 10.08 3" SOUND BATT 07.01 07.03 10.07 HOMASOTE 440 SOUND BARRIER 07.04 09.01 1/2" GWB 07.06 W5 TYP.2x4 INTERIOR WALL W5.1 TYP.2x4 INTERIOR WALL (OMIT ACOUSTIC BATT INSULATION) W5.2 TYP.2x6 INTERIOR WALL (REPLACE 2x4 FRAMING W/ 2x6, OMIT ACOUSTIC BATT INSULATION) CONDITIONED 07.08 07.16 07.20 07.22 07.26 07.27 07.36 07.40 07.54 07.55 07.57 07.72 07.73 07.83 07.86 07.87 THERMAL &MOISTURE ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT ROOF UNDERLAYMENT CONTINUOUS INSTALLATION WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA POLY VAPOR BARRIER UNDER SLAB SOIL BARRIER WITH SEALED SEAMS AND PENITRATIONS CONT. AIR BARRIER &VAPOR RETARDER SHEET CERTAINTEED MEMBRAIN OR SIM. R-15 BATT INSULATION -UNPAGED FIBER -CEMENT PANEL SIDING 2" RIGID INSULATION, R-10 MIN. MIN. WOOL INSULATION, R-30 ROCKWOOL COMFORT BATT7.25" MIN. WOOL INSULATION, R-21 ROCKWOOL COMFORT BATT5.5" ROOF SHEATHING 2" MIN. WOOL SHEATHING BRD., R-8 ROCKWOOL COMFORTBOARD 110 FIBER -CEMENT SIDING HORIZ. LAP OR FLAT PANEL PER ELEVATIONS 1X CEDAR VERTICAL NAILERS DAMP PROOFING LIQUID -APPLIED ASPHALTIC DELTA DRAIN MEMBRANE TIE INTO FDN. DRAIN DRAIN ROCK 5" ROCKWOOL CONT. INSULATION, R-21 R-49 FIBERGLASS OR ROCKWOOL BATT INSULATION MIN. 1" CONT. VENT CAVITY LJ.J � M � � to � v p v o0 � �� v � � � al i � � . U � *'� `° LJ.J M � � u1 � � ++ �. N _ _ i 0 V � � i � O U U ,� � N � � � v'f a ��Q �- �, U 'z 09. FINISHES � N 09.01 1/2" GWB > O L 09.10 5/8" TYPE X GWB Q- Q 09.13 FLOORING PER FINISH SCHEDULE 09.14 1/4" FLOORING UNDERLAYMENT 09.91 1/2" GWB COMPLIES WITH GARAGE/DWELLING SEPARATION PER R302.6. 09.92 MIN. 1/2" GWB O/ METAL HAT CHANNEL PER TABLE R302.6 10. SPECIALTIES 10.07 HOMASOTE 440 SOUND BARRIER 10.08 3" SOUND BATT U _ N W � °� W � � J CV � V Z � o � ti Q r W LPL O? O~ Z Z O V U) � rA N � � rA M 0 U7 H � H- � H C� Z U � H Q � � W d W 0_ W d � W � W d N � N N N N N � � � � � N �O .� � O O O N RESUB Apr 26 2023 CITY OF EDMONDS /1 DEVELOPMENT SERVICES // DEPARTMENT W J I� 5W L �W • rVnJ �/ N N 0 V GARAGE W 07.20 FIBER -CEMENT PANEL 1 SIDING 07.04 WATER RESISTIVE BARRIER --� 10.11 VINYL BATTEN 06.26 TYP. WALL FRAMING 07.07 CLOSED CELL SILL SFAI F p � � � � ° p 07.73 DRAIN ROCK 07.72 DELTA DRAIN 07.74 CANT STRIP 07.12 FOAM CAPILLARY BREAK 07.59 VAPOR BARRIER / 1 n ° D D G ° D °. p ° GARAGE E 07.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT � 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION 07.36 ROOF SHEATHING _ 07.49 6" HALF ROUND z a __-----_ GUTTER --- �� ___-_ - - � �--- � i � �C �� v ��s ii �� 07.41 CAP FLASHING & FASCIA W/DRIP EDGE 07.88 CONT. POLY EAVE VENT 06.10 PLYWOOD SOFFIT BOARD 06.19 PLYWOOD SOFFIT BOARD 07.20 FIBER -CEMENT PANEL SIDING 07.40 2" MIN. WOOL SHEATHING BRD., R-8 ROCKWOOLCOMFORTBOARD110 07.04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA 07.71 SHEET METAL HEAD FLASHING 06.34 BEAM/HEADER PER STRUCTURAL 08.02 WINDOW PER SCHEDULE 06.34 BEAM/HEADER PER STRUCTURAL 06.68 PRESSURE TREATED FURRING STRIP 05.19 METAL PANEL 07.71 SHEET METAL HEAD FLASHING 08.17 OPEN CORNER SLIDING GLASS DOOR LOW EAVE LIVING 07.01 ASPHALT SHINGLE ROOFING 07.03 ROOF UNDERLAYMENT �. LOW -SLOPE ROOF PRODUCT CONTINUOUS INSTALLATION KEY NOTES LL � n, � `° ----- ___ � v � O 00 ------______ 07.36 ROOF SHEATHING 02. SITE _ � � � � -----____ 02.11 4" GRAVEL BED � � � � --- - ____ METAL EDGING @PERIMETER, FINISH TBD V � i„ 1p zQ-----__ 02.14 2" SAND LJ.J M � � u1 g� -_____ � � � ++ N �-¢ -' 02.16 LINEAR CONCRETE PAVERS - 0 = � GRAVEL SET = � v i O R it - -__ 03. CONCRETE � � � �n N '---_ ___ � v Q -c --- __ 03.20 1" C.I.P.C. HOUSEKEEPING SLAB Q �- � U Q 06.10 2X OUTRIGGER, SISTER TO ROOF TRUSS --- - - 03.21 6" CONC. FOUNDATION WALL 06.19 PLYWOOD SOFFIT BOARD R=1.23 03.22 8" CONC. FOUNDATION WALL 07.88 CONT. POLY EAVE R=1.35 VENT 05. METALS 07.41 CAP FLASHING & 05.34 J MOLDING FASCIA W/DRIP EDGE W1 R� 06. WOOD 8� PLASTIC 06.10 2X OUTRIGGER, SISTER TO ROOF TRUSS 06.19 PLYWOOD SOFFIT BOARD 06.34 BEAM/HEADER PER � os.zs TYP. WALL FRAMING ADVANCED DOUBLE WALL@ 24" O.C. STRUCTURAL w 06.34 BEAM/HEADER PER STRUCTURAL 06.36 1X FURRING U I � � 06.66 R.O. NAILER 07.71 SHEET METAL HEAD 06.67 PLYWOOD OR CAR DECKING PER. S4.1-7 FLASHING os.s8 PRESSURE TREATED FURRING STRIP 08.02 WINDOW PER Q SCHEDULE 06.70 FACTORY -FINISHED WOOD JAMB LINER BY WINDOW MFR. � 06.72 FLOOR FRAMING PER STRUCTURAL N 08.02 WINDOW PER � � � SCHEDULE 06.73 2X WINDOW/DOOR BUCK 06.74 EX. WOOD TRIM � ; 07. THERMAL &MOISTURE Q 06.70 FACTORY -FINISHED 07.01 ASPHALT SHINGLE ROOFING I..I..I WOOD LOW -SLOPE ROOF PRODUCT � N 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION r n 06.67 PLYWOOD OR CAR 07.04 WATER RESISTIVE BARRIER v � O DECKING PER. S4.1-7 VAPROSHIELD WRAPSHIELD SA N 06.72 FLOOR FRAMING PER 07.07 CLOSED CELL SILL SEAL Ln � STRUCTURAL Q w 07.12 FOAM CAPILLARY BREAK 07.15 MTL FLASHING W/ DRIP EDGE 07.20 FIBER -CEMENT PANEL SIDING �= - 07.22 2" RIGID INSULATION, R-10 MIN. ? Z ' �,-_ 07.33 WRB STARTER STRIP O 07.36 ROOF SHEATHING 06.34 BEAM/HEADER PER o7.ao z" MIN. WOOL SHEATHING BRD., R-8 O V STRUCTURAL ROCKWOOL COMFORTBOARD 110 � � 07.77 SIDING VENT � LL 07.41 CAP FLASHING &FASCIA W/ DRIP EDGE 09.01 1/2" GWB O � 06.73 2X WINDOW/DOOR 07.45 STRUCTURAL INSULATED PANEL, R-48 Z Z PREMIER SIPS 10-1/4" GPS CORE BUCK 07.46 MTL BASE FLASHING V 07.47 WINDOW HEAD 07.47 WINDOW HEAD FLASHING FLASHING CONT ATTOP OF WALL, FLASH TOP OF SIDING I " 06.66 R.O. NAILER 07.49 6" HALF ROUND GUTTER MIN. 10 SQ. IN. FREE AREA PER L.F., COR-A-VENT S-400 OR SIM 07.59 VAPOR BARRIER 10 MIL. WITH SEALED SEAMS AND PENETRATIONS 07.68 TAPE WRB TO CONC. 08.02 WINDOW PER 07.69 2" ROCKWOOL CONT. EXT INSULATION, R-10 SCHEDULE COMFORTBOARD 07.71 SHEET METAL HEAD FLASHING � ___ _- 06.73 2X WINDOW/DOOR � BUCK 07.72 DELTA DRAIN MEMBRANE � TIE INTO FDN. DRAIN Q 07.20 FIBER -CEMENT PANEL o7.73 DRAIN ROCK Q SIDING 07.74 CANT STRIP 06.36 1X FURRING 07.77 SIDING VENT " � 07.33 WRB STARTER STRIP WITH BUG SCREEN, COR-A-VENT SV-3 OR APPROVED EQUAL 07.69 2" ROCKWOOL CONT. o7.7s DRAIN -BOARD TERMINATION BAR OR MOLD STRIP 07.79 MEMBRAINE FLASHING 06.26 TYP. WALL FRAMING GRADE SHALL SLOPE .r__h 07.07 CLOSED CELL SILL 07.82 WEATHER RESISTIVE BARRIER (WRB), TYP. AWAY FROM SEAL 07.83 5" ROCKWOOL CONT.INSULATION, R-21 FOUNDATION WALLS 07.22 2" RIGID INSULATION, MIN. 6" WITHIN THE o7.s5 1" RIGID INSULATION BLOCK @SLAB EDGE R-1O MIN. TYP. AT ALL LOCATIONS FIRST 10'. 8" MINIMUM WOOD -EARTH o 03.21 6" CONC. FOUNDATION 07.88 CONT. POLY EAVE VENT SEPARATION. WALL � � � � CONCRETE FOOTING ° -- - � - 08. DOORS 8� WINDOWS � N � m TO BE MIN. 18" 0 06.72 FLOOR FRAMING PER o8.az WINDOW PER SCHEDULE w w w � w BE LOW GRADE, � STRUCTURAL INSTALLED PER MAN'F SPEC O � � � Z_ � 0 07.82 WEATHER RESISTIVE 08.17 OPEN CORNER SLIDING GLASS DOOR Q ~ ~ ~ U ~ 0�0�0�� BARRIER (WRB), TYP. � � � � � � ° ° ° 10.10 TAPE SEAMS PER MFR. � w w w w w o��jo�� ° 09. FINISHES �,n n 07.83 5" ROCKWOOL CONT. � d � � � � o �o��o> ° o INSULATION, R-21 09.01 v2" GWB ��oC : 09.22 PROTECTION BOARD FOR EXTERIOR INSULATION � �� MATERIAL TBD � N N M M M O �0; � N N N N N Lf) O M O � 09.24 WOOD FLOORING � � � � N N ,,o�' 03.20 1" C.LP.C. � o � o 0 0 yy 07.85 1" RIGID INSULATION HOUSEKEEPING SLAB 10. SPECIALTIES BLOCK @SLAB EDGE .o�`�� 10.10 TAPE SEAMS PER MFR. �� 10.11 VINYL BATTEN � ��- o ,._ - - - 10.13 GRADE VARIES � oC; O(� � 1 Q�� o �Ck,ZXJ° � � ', 07.22 2" RIGID INSULATION, job 1o.1a PER vs5.2 �C,, ' OOP � R-10 MIN. � RESU 6 0 0� oQ�� ° 02.14 2" SAND �� Apr 26 2023 o °�o (°��o� ��;,, 07.59 VAPOR BARRIER � clTv oP EDMONDs o �o �JoO� ° DEVELOPMENT SERVICES �o �o� 02.11 4"GRAVEL BED �/ / DEPARTMENT ��cg�o�� J_ o�' 07.73 DRAIN ROCK / o° ° 07.72 DELTA DRAIN Q � ° 07.12 FOAM CAPILLARY � BREAK .; �i�� D % //� 07.74 CANT STRIP � Q • TYP. EXTERIOR SECTION W N N 0 07.01 ASPHALT SHINGLE ROOFING _ LOW -SLOPE ROOF PRODUCT 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION 07.36 ROOF SHEATHING 07.49 6" HALF ROUND _ ______- -- GUTTER ____------- � �� G� z --- v ----- i i __- --- 07.41 CAP FLASHING & FASCIA W/ DRIP EDGE 07.88 CONT. POLY EAVE VENT W3� 07.20 FIBER -CEMENT PANEL SIDING 07.77 SIDING VENT 06.73 2X WINDOW/DOOR BUCK 05.35 METAL TRIM 07.71 SHEET METAL HEAD FLASHING 08.02 WINDOW PER SCHEDULE 12.26 BUILT IN BENCH 10.16 STEAM SHOWER EQUIPTMENT 06.36 1X FURRING 06.72 FLOOR FRAMING PER STRUCTURAL 07.80 TAPE SHEATHING CORNER JOINT 07.20 FIBER -CEMENT PANEL SIDING TYP. DETAIL (a� N. WALL WINDOW SEAT N lf� N <h ' R1 --09.01 1l2"GWB 06.34 BEAM/HEADER PER STRUCTURAL - � 06.56 1 x 3 WOOD FURRING 07.86 R-49 FIBERGLASS OR ROCKWOOL BATT INSULATION 07.08 CONT. AIR BARRIER & VAPOR RETARDER SHEET WRAP CONTINUOUSLY FROM B.O. TRUSS, AROUND BEAM, B.O. SOFFIT FRAMING, & INNER FACE OF WALL ROOF WALL DETAIL an GRID C KEY NOTES w � o o � � 05. METALS -� lr � � �� v � 05.35 METAL TRIM � � � U � LL � `� � �, `fl U a� N 06. WOOD &PLASTIC � �, � 06.03 PARALLEL -CHORD NAIL -PLATE TRUSS - � -C = � � � L � 06.34 BEAM/HEADER PER STRUCTURAL U U �' � N 06.36 1X FURRING � � cp �/1 v Q � 06.56 1 x 3 WOOD FURRING Q � U Q MECHANICALLY FASTEND TO CONC. WALL 06.72 FLOOR FRAMING PER STRUCTURAL 06.73 2X WINDOW/DOOR BUCK 07. THERMAL 8� MOISTURE 07.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION 07.04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA 07.08 CONT. AIR BARRIER & VAPOR RETARDER SHEET CERTAINTEED MEMBRAIN OR SIM. 07.20 FIBER -CEMENT PANEL SIDING 07.22 2" RIGID INSULATION, R-10 MIN. 07.36 ROOF SHEATHING 07.41 CAP FLASHING &FASCIA W/ DRIP EDGE 07.49 6" HALF ROUND GUTTER MIN. 10 SQ. IN. FREE AREA PER L.F., COR-A- Q VENT 5-400 OR SIM 07.71 SHEET METAL HEAD FLASHING N 07.77 SIDING VENT WITH BUG SCREEN, COR-A-VENT SV-3 OR APPROVED EQUAL 07.80 TAPE SHEATHING CORNER JOINT 07.86 R-49 FIBERGLASS OR ROCKWOOL BATT INSULATION ' ' I 07.88 CONT. POLY EAVE VENT J N 07.89 LAP WRB O/ROOF UNDERLAYMENT ' � 07.90 ROOF -TO -WALL FLASHING V O � N � 08. DOORS &WINDOWS 08.02 WINDOW PER SCHEDULE Q � W INSTALLED PER MAN'F SPEC 09. FINISHES 09.01 1/2" GWB Z 10. SPECIALTIES O 10.16 STEAM SHOWER EQUIPTMENT V O= 12. FURNISHING 12.26 BUILT IN BENCH O Z Z O U a� 0 L Q Q I rwn VJ � 'w^ VJ N � � 'w^ VJ M � �. (n H �' H � H Z U � H n � �, � � w o_ � w D_ � w � � D_ w > � w � m � N N N N N � � � � N N .� O � O O O a� RESUB Apr 26 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J_ Q W 1 X W 4/25/2023 2:24 PM/23-0412 angle PERMIT REV 3.pin 0 1/2" 1" 2" D r m g D_ �C7 m EXT. DETAILS issue issue date description 04.15.22 PERMIT SET 10.10.22 PERMIT REV 1 SET 0 02.13.23 PERMIT REV 2 SET m o < � � 03.20.23 VE PRICING SET D m ° iv �♦rn/A� 04.25.23 PERMIT REV 3 SET Azv � V/ mcn� N ?AZ o <� N � W • � Approved by: ANGLE RESIDENCE NOT FOR CONSTRUCTION 15724 72nd Ave W, Edmonds, WA 98026 � i i � O O O O N N s N O f0 � �� N D °� � o� m � � �� ND O z r = a � m A � � � v � 0 m 0 V O A 0 0 y x z 0 V x m D r O c m m Z O m ARCHITECTURE 1 15-C north 36th street Seattle wa, 98103 CASTarchitecture. com ph 206.256.9886