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APPROVED BLD ENG PLN RESUB2 BLD2023-1461+SITE & ARCH PLANS+4.24.2024_7.48.34_AM+4215286• • • oo man esi enceRemodelDetachedAddition 20' - 011 " SITE & ZONING DATA PU E EMENTSSMH RIM = 283.94 UTILITY EASEMENT TO CITY EASEMENT wl DIAGNONAL LINES IS UTILITY EASEMENT TO CITY OF EASEMENT wl LIGHT VERTICAL EASM ENT w/ AF 18 7,11 IE 8" CONC. (E) = 277.69' QF EDMONDS AFN-2114713 UTILITY EASEMENT TO CITY OF EDMONDS AFN-2114713 LINES IS INGRESS, EGRESS, UTILITY PERMIT APPLICANT/ PROJECT CONTACT: PROJECT ZONING: DIAGONAL CROSS , _ IE8"CONC, (12)=277.69' \�© - - EDMONDSAFN-211471 (#6) _ _ - _ _ EASEMENT AFN-136370�#3 WILLIAM GOODMAN (PROJECT OWNER) SHALL BE RESPONSIBLE IRS -20 HATCHING P.U.D. 1 ` - FOR FILLING OUT ALL APPLICABLE PERMIT APPLICATIONS AND SHALL SUBMIT ALL APPLICATIONS AND PERMIT DRAWINGS TO CITY OF EDMONDS via MyBuildingPermit.com. ANY REQUESTS FROM CITY FOR ADDITIONAL INFORMATION OR FORMS SHALL BE DIRECTED TO WILLIAM GOODMAN (CONTACT INFORMATION BELOW.) PROJECT SUMMARY: • DEMOLISH EXISTING FIREPLACE, KITCHEN CABINETS, PORTION OF LAUNDRY ROOM, REMOVE 2 SLIDING GLASS DOORS (TO BE REPLACED w/ SINGLE DOORS), REMOVE SLIDING GLASS DOOR IN KITCHEN (TO BE REPLACED w/ LARGER SLIDING GLASS DOOR), MODIFY MASTER BATHROOM, MODIFY BASEMENT BATHROOM. INSTALL NEW SMOKE DETECTORS AND SMOKE / CARBON MONOXIDE DETECTORS AS SHOWN ON FLOOR PLANS • CONSTRUCT NEW DETACHED 2 CAR GARAGE. PROJECT ADDRESS: 16624 72nd Ave W EDMONDS, WA PROJECT OWNER: MICHELLE AND WILLIAM GOODMAN 16624 72nd Ave W EDMONDS, WA 206-719-1416 PARCEL NUMBER: PARCEL ID: 00513100010502 LEGAL DESCRIPTION: THE SOUTH HALF OF LOT 105 OF MEADOWDALE BEACH, AS PER THE PLAT RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF SNOHOMISH COUNTY AUDITIOR; EXCEPT THE EAST 449.75 FEET AND EXCEPT THAT PORTION LYING WEST OF THE EAST LINE OF LOT 88 EXTENDED TO THE SOUTH LINE OF LOT 105, EXCEPT THAT PORTION CONVEYED TO THE CITY OF EDMONDS, BE DEED RECORDED UNDER RECORDING NO. 2131660. TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 15 OF THE NORTH HALF AND THE NORTH 15FEET OF THE SOUTH HALF OF THE FOLLOWING DESCRIBED TRACT; THAT PORTION OF TRACT 105, MEADOWDALE BEACH ACCORDING TO THE PLAT THEREOF RECORDED, LYING EAST OF THE SOUTHERLY EXTENSION OF THE EAST LINE OF TRACT 88, OF SAID PLAT OF MEADOWDALE BEACH, EXCEPT THAT PORTION LYING WITHIN THAT ABOVE DESCRIBED. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON LOT SIZE LOT SIZE PER CITY RECORDS 0.49 ACRES LOT SIZE PER SURVEY 21,408 s.f. LOT COVERAGE FOOTPRINT: 3529 s.f. COVERAGE: 16.5% (35% MAXIMUM ALLOWED) THIS LOT COVERAGE AREA INCLUDES HOUSE FOOTPRINT, GARAGE FOOTPRINT, FRONT PORCH, AND REAR DECK BUILDING HEIGHT OF NEW DETACHED GARAGE SEE NOTES BELOW SITE PLAN (@ RIGHT)FOR PROPOSED BUILDING HEIGHT. BUILDING HEIGHT WILL BE *************** ABOVE THE AVERAGE BUILDING ELEVATION. CUT AND FILL: CUT FOR THE PROPOSED FOOTINGS EXCAVATION @ NEW DETACHED GARAGE. CRITICAL AREAS / WETLANDS THERE ARE NO CRITICAL AREAS OR WETLANDS ON THIS PROPERTY BUILDING SETBACKS: FRONT YARD (MIN. 25) SIDE YARD SETBACKS (25' & 1 U) REAR YARD (25) PARKING CALCULATIONS THIS RESIDENCE HAS HAS THREE SPACES IN EXISTING LOWER LEVEL GARAGE. THERE WILL BE 2 SPACES IN NEW DETACHED GARAGE SITE WORK: EXCAVATION FOR FOUNDATION FOOTINGS @ NEW GARAGE. IMPERVIOUS SURFACE CALCULATIONS: (SEE CALCULATIONS ON SITE PLAN @ SHEET 1 - DRAWING @ RIGHT SIDE OF THIS PAGE) SITE DESIGN DATA (SEE STRUCTURAL DRAWING SHEET S-1.1 FOR COMPLETE DESIGN LOADS CHART SEISMIC: SEISMIC DESIGN CATEGORY: D WINDA 10 MPH WIND EXPOSURE: C SNOW LOADS 25 PSF DESIGN LOADS PER CHAPTER 3 OF 2018 INTERNATIONAL RESIDENTIAL CODE TITLE RESTRICTIONS PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO 500133752 AMENDMENT 1 1. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS & ETC., AS SET FORTH OF THE PLAT OF MEADOWDALE BEACH, RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF SNOHOMISH COUNTY, WASH INGTON.\P(NO PLOTTABLE ENCUMBRANCES). RECORDED EASEMENT IS NOT PLOTTABLE. 2. SUBJECT TO A RIGHT OF WAY AGREEMENT DATED MAY 22, 1935 AND RECORDED MAY 25, 1935, IN VOLUME 270 OF DEEDS, PAGE 466, UNDER RECORDING NO.557895, RECORDS OF SNOHOMISH COUNTY WASHINGTON. \P(NOT PLOTTABLE, NO RECORDS FOUND.) RECORDED EASEMENT IS NOT PLOTTABLE. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS & UTILITIES AS SET FORTH IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 1363709 (AS SHOWN HEREON). WIDTH OF EASEMENT IS 30.0'. 4. SUBJECT TO AN EASEMENT TO PUD NO.1 FOR PURPOSE OF ELECTRICAL DISTRIBUTION AND MAINTENANCE AS SET FORTH IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 1504118\P(AS SHOWN HEREON, MAJORITY OF EASEMENT FALLS IN CITY OF EDMONDS ROW). WIDTH OF EASEMENT IS 20.0'. 5. SUBJECT TO A DRIVEWAY EASEMENT AS SET FORTH IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 1486272.(AS SHOWN HEREON, MAJORITY OF EASEMENT FALLS IN CITY OF EDMONDS ROW). WIDTH OF EASEMENT IS 4.597 6. SUBJECT TO AN UTILITY EASEMENT FOR SANITARY OR STORM SEWERS AS SET FORTH IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO.2114713. (AS SHOWN HEREON, MAJORITY OF EASEMENT FALLS IN CITY OF EDMONDS ROW). WIDTH OF EASEMENT VARIES AS TWO PROPERTY LINES THAT MAKE UP THE EASEMENT ARE NOT PARALLEL. 7. SUBJECT TO A DEED TO THE CITY OF EDMONDS TO ESTABLISH A PUBLIC ROAD AS SET FORTH IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 2131660 (AS SHOWN HEREON). 20' WIDTH OF EASEMENT @ 166th PLACE SW NORTH OF SUBJECT PROPERTY. 30' WIDTH OF EASEMENT @ 166th PLACE SW WEST OF SUBJECT PROPERTY. 20' WIDTH OF EASEMENT @ 166th PLACE SW SOUTHWEST OF SUBJECT PROPERTY, THAT CONNECTS TO 74th PLACE W. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE �' , • �I ,`���I P I�����Illo� I VVI�pIVI� �Iti, VI��•p�i �IV�� iVIVA Ira, �©/ I► %its 4 PUD EASEMENT 0 AFN 1504118 (20.0' -TPM- N'89°5' 8"E ITPM 172.99; �' PM'-- - - 300 12" RCP IE = 297.62 WIDTH) & DRIVEWAY �{- - / _ 12" RCP IE - 294.79 AFN 2131660 - - - EASEMENT AFN 1486272 4.65' ( , ' - /GAS / I I \ I - ` O N 00°�351° W 20.00' IF THE DRIVEWAY IS REPLACED, A SEPARATE ROW PERMIT AND WIDTH © - - - INGRESS, EGRESS, &UTILITY APPROVAL FROM THE CITY SHALL BE 2821 N 89°45'58" �;�; E 123.00' EXISTING ASPHALT DRIVEWAY IS TO BE I REQUIRED. PLEASE NOTE THE EASEMENT AFN 1363709 O DRIVEWAY SHALL BE ASPHALT FROM _`, NO 290I 292 294 \ USED AS -' - THE EDGE OF ROADWAY TO THE PROPERTY LINE. ONCE ON PRIVATE I TPM 1 O GAS " \ PROPERTY, THE DRIVEWAY MAY BE I I EXISTING DOWNSPOUT ENOTRANCETION N o ANY APPROVED HARD SURFACE. a 1-1 l 28g EXISTIN ORNERS _ _ 298 -6 BUILDER & PLANS REVIEWER NOTE: I' I DEC @ 25' FRONT BUIL171NG IF THE EXISTING DRIVEWAY(S) ARE o 280IN, ,1 I 2 286 GASH SETBACK LINE,- EXISTING DRIVE Y a REPLACED/EXTENDED/MODIFIED, THE AREA WILL COUNT I N AS REPLACED IMPERVIOUS SURFACE AREA AND COUNT oc I V- I .282 DRIVEWAY"-' TOWARDS THE IMPERVIOUS SURFACE CALCULATIONS. I c� I _, GAS - / ®DOWNSPOUT EXPANSION'AREA Z @CORNER 13' 0"":' �i'LO"' 1 41/8" 0- I I 1 -TPM L NOTE: UTILITY CONN TION EXISTING EXISTING S ®, WALK AY - PLANS REVIEWER NOTE: NEW DRIVEWAY EXPANSION AREA TO BE INCLUDED ('4OCATIONS DECK CO- HOUSE Pt B I IN IMPERVIOUS AREA CALCULATIONS 27$f I NY FUTURE WORK DONE MAIN _EXIST. Pt. A 296.2' DOWNSPOUT @ CORNER 30'_- 0" U:)I I _ THAT INVOLVES EXCA ATI-ON' LEVEL 95�7� L SHALL HAVE ALI UTILI IES PORCH o SHADED EASMENT DEEDED TO CIII Y OF - 296 PLANS REVIEWER NOTE: DEEDED TO CITY EDMONDS PEA I I 1 LOCATED PRIOR TO D ING N NEW 2 CAR GARAG N ROOF DOWNSPOUTS @ NEW GARAGE SHALL DRAIN OF EDMONDS PER �/„ AFN-2131660 I U7 I I Y WORK I ONTO CONCRETE SPLASHBLOCKS. SEE ROOF PLAN AFN 2131660 (#7) _ 276, �` TPM I 282 EXISTING, Pt. D Pt. C FOR DOWNSPOUT LOCATIONS i _ `293.2' 294. _� I 280�284 -W- DRIVEWAY 16 267 0 41- 0 3/4°I 278 250" vW>DOWNSPOUT 294 10' 0" PLANS REVIEWER NOTE: @ CORNER w NO FOOTING DRAINS ARE PROPOSED FOR nl. j J z GARAGE ADDITION ��' EXISTING EXISTING DOWNSPOUT c� l ; \ HOUSE 292 �� CORNER M w I.274. - - - W LUCD I o - EXISTING BRICK WAL AY P90 1 ' i., z �,, _W ENGINEERING DIVISION SSMH RIM=270.82 % - B% -2$$ w APPROVED AS NOTED IE 8" CONC. (E) = 264.87' ' - 272 I ; TPM N _ _TPM OHP - S EXISTING DOWNSPOUT o IE 8" CONC. (2) = 264.77' SS- - / %r - SS- - - @CORNER `n 05/30/2024 _ _ - TPM 'OHP 25' REAR BUILDING TBACK LINE / I NO STORMWATER MANAGEMENT SYSTEM EXISTING DOWNSPOUT I EXISTING I i 286 REQUIRED AT THIS TIME. IF NEW AND/OR - -SS / @ CORNER I GARDEN SHED o REPLACED IMPERVIOUS SURFACE EQUALS o DEEDED TO CITY OF / (8) 8" RHOD. L_ _ _ J SURFACE WATER RUNOFF - 284 2000SQFT OR GREATER, A STORMWATER F MT THE GARAGE ALL NOT o EDMONDS PEg, CHIP �AC MANAGMEMENT SYSTEM MAY BE REQUIRED `" AFN 2131660 (]� ' E GHTBC ' I PR PI 282 274 ( 278 270 282 284 282 r E CITY ROW. P80 PER CITY CODES AND STANDARDS 272 �276 8" CED R _ N 89°4_5'58" E 144.99' 278 8"CEDAR CEDAR - - - -274 LOT SIZE LOT SIZE PER CITY RECORDS 0.49 ACRES Applicant shall repair/replace all LOT SIZE PER SURVEY 21,408 s.f. damage to utilities or frontage improvements in City right-of-way per city standards that is caused or EXISTING LOT COVERAGE occurs during the permitted project. FOOTPRINT: 2929 s.f. COVERAGE: 13.7% (35% MAXIMUM ALLOWED) THIS LOT COVERAGE AREA INCLUDES HOUSE FOOTPRINT, ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF REAR DECK, AND FRONT ROOF 2'6" BACK FROM EDGE EDMONDS STANDARD DETAIL SD-642 OR 1 APPROVED EQUAL. Proposed Site Plan Scale 10'-0" MMMME0 0' 20' 40' VERTICAL DATUM North NAVD 88 (NAVD 88-3.67' = NGVD 29) PER CPS OBSERVATIONS ON A MON FOUND IN THE CENTERLINE OF 72ND AVE. W AS SHOWN HEREON. ELEVATION = 314.86' The following documentation shall be available on site for the building inspector: ! ❑X COE APPROVED ARCHITECTURAL PLAN SET ■ X❑ COE APPROVED STRUCTURAL PLAN SET ■ ❑ COE REVIEWED CALCULATION PACKET '. [:]ENERGY CREDIT WORKSHEET ❑ SITE PLAN ; ❑ CIVIL PLAN ■ ❑ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ A separate plumbing permit is required for this project. Please obtain a plumbing permit form the City of Edmonds. PROPOSED LOT COVERAGE EXISTING IMPERVIOUS TOTAL FOOTPRINT: 3529 s.f. HOUSE ROOF AREA 2569 s.f. COVERAGE: 16.5% (35% MAXIMUM HOUSE DECK AREA 739 s.f. ALLOWED) WEST DRIVEWAY AREA 1687 s.f. THIS LOT COVERAGE AREA INCLUDES HOUSE EAST DRIVEWAY AREA 1128 s.f. FOOTPRINT, GARAGE ADDITION FOOTPRINT, FRONT BRICK WALKWAY 293. s.f. PORCH, AND REAR DECK GARDEN SHED ROOF AREA 299 s.f. TOTAL EXISTING IMPERVIOUS 6715 s.f. BUILDING HEIGHT CALCULATIONS A = 295.7' NEW IMPERVIOUS TOTAL B = 296.2' NEW GARAGE ROOF AREA 815 s.f. C = 294.4' NEW DRIVEWAY EXPANSION 68 s.f. D = 293.2' NEW ENTRY WALK AREA 148 s.f. TOTAL 1179.5 DIV.BY 4 = 294.87 TOTAL NEW IMPERVIOUS 1031 s.f. AVERAGE GRADE = 294.87' PROPOSED RIDGE ELEV. = 309.24' EXISTING & NEW IMPERVIOUS TOTAL MAX. RIDGE ELEVATION = 309.87' EXISTING IMPERVIOUS AREA 6715 s.f. (AVERAGE GRADE + 15) NEW IMPERVIOUS AREA 1031 s.f. TOTAL EXISTING & NEW 7746 s.f. 36% OF LOT AREA Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE APPROVED BY PLANNING Apr 30 2024 7 City Of Edmonds Building Department Work REMODEL AND NEW GARAGE ----------------------------------------------- Address 16624 72ND AVE W ---------- Owner GOODMAN Approved Date: 5/09/2024 -- Building Official ----------------- Permit Number BLD2023-1461 Carl J. Colson - Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect. com Residential Architecture Goodman Residence Remodel &Detached Garage Addition Project Address 16624 72nd Ave W Edmonds, WA Proiect Clients & Proiect Annlicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Cover Sheet Site Plan -Project Data RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7543 REGISTERS ARRCHITECT CARL J. COLSON S ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 4-23-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. OC Project Number I A rrlh i fP rfi i ra l Sheet Issue Date Drawings 09/12/17 Drawn By Author • Scale Cover Sheet - Site Plan - Project Data AS indicated Sheet Plot Date 4/23/2024 12:17:01 PM www.CarIColsonArchitect.com 2' x 2` WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 8�1 FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2- x 2" WOOD/STEEL POSTS 1 CE 3 TO FABRIC PORT FlN TER BURY BOTTOM OF FILTER MATERIAL 8' TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 1 f_ CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS STANDARD DETAIL APPROVED BY: R. ENGLISH E R— 9 0 0 FILTER SOCK WITH OVER FLAME HOLES (TYP) 7I�1 NOTES: CATCH BASIN 1 CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE—THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R— 9 0 2 BUILDER NOTE: INSTALL FILTER SOCKS TO ANY CATCH BASINS DOWNSTREAM FROM CONSTRUCTION SITE Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ENGINEERING DIVISION APPROVED AS NOTED 05/30/2024 APPROVAL FOR BMPS ONLY, SEE SITE PLAN FOR FULL APPROVAL FROM ENGINEERING -- -- -- -- -- -- N 89059'50'_E 176.21' -- -- -- -- -- -- __ 166th Place SW N 89045'58" E 172.99' - - - - - - - - - - - - — N 00012'30" W 4.65' F La' i DECK CAI' EXISTING DRIVEWAY 1687 S.F. J a ' LU Cn z J m BUILDER NOTE: BUILDER NOTE: I I INSTALL FILTER SOCKS TO INSTALL ALL TESC MEASURES I ANY CATCH BASINS ACCORDING TO APPROVED PLANS, I DOWNSTREAM FROM CITY OF EDMONDS STANDARD CONSTRUCTION SITE DETAILS, AND ALL OTHER MEASURES N 00013'51" W 20.00' THAT MAY BE REQUIRED DURING - N 89045'58" E 123.00' - CONSTRUCTION BUILDER NOTE: 1 HIGH VISIBILITY ALL DISTURBED AREAS _ _ _ _ _ - CONSTRUCTION / SILT -FENCE SHALL BE COMPOST r 1 AMENDED PER 2019 I 1 SWMMWW BMP T.5.13 I 1 (STORMWATER I I I MANAGEMENT MANUAL FOR o I EXISTING ASPHALT 1 I WESTERN WASHINGTON) b I DRIVEWAY IS TO BE USED AS `\I I CONSTRUCTION ENTRANCE 1 EXISTING I DECK @ 1 MAIN LEVEL 25' FRONT BUILDING SETBACK LINE L—� - — ®7 I TEMPORARY SOIL STOCKPILE AREA. COVER W/ 6 MIL. 1 I PLASTIC SHEETING WITHIN 24 1 I HOURS. ANCHOR SHEETING 1 W/ STAKES OR WEIGHTED 1 ® i SANDBAGS 1 14'-0" 26'-0" 10'-0" 1 EXISTING HOUSE WALKWAY, 1 0 EXIST. WALKWAY - 1 PORCH 1 w II NEW 2 CAR GARAGE - I N � - - - 1 CD IR T --� 1 CD z I F I I I 1 I ' I 7' 0" 1 7'-0" I 26'-011 43' - 0" 1 0 00 -------------------- —J HIGH VISIBILITY CONSTRUCTION / EXISTING SILT FENCE. SEE DETAIL @ LEFT HOUSE SIDE OF THIS SHEET z J Y U Q m w z I EXISTING BRICK o WALKWAYLU m ■ w I o Cn co N - - - L-- I I I I 25' REAR BUILDING SETBACK LINE I (8) 8" RHOD. EXISTING GARDEN SHED ° I � I Zone Corner Flag _ �8" CEDAR 8'`CEDA�R ��/�8" CEDAR q �/ Setbacks: Required Actual / N 89°45'58" E 144.99' V L North Front v Site Plan BMP Sides (�1" �=� 0'-0" Scale 1 " = 10'-0" Rear 0' 5' 10, 20' Other Height I I Carl J. Colson - Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect. com Residential Architecture Goodman Residence Remodel & Detached Garage Addition Pro-ject Address 16624 72nd Ave W Edmonds, WA Pro-ject Clients & Pro-ject Applicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 TitleSheet Site BMP Plan & Details RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7543 REGISTERS ARCHITECT CARL J. COLSON S ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. O Project Number Architectural Sheet Issue Date Drawings 01 /08/24 Drawn By Author 1,02 Scale Site BMP Plan & Details 1 " = 10'-0" Sheet Plot Date 3/4/2024 10:37:05 AM www.CarIColsonArchitect.com EQUIPMENT & PROCEDURES �r r r r I 1 1 I 1 � I i3 �12 i I -,---»-------_ N 8746't r w- 627_12'(CXR3) 627_06 (RI) 627.57(R4) w-----_--_—»___-. i I SSARI P'M''94 00513100010508 1 If 8 CON1C.(E)=277.69 IE 81CONC.(W)-277.59 \ 1 L-- '------—---�--- --- — — — — — — T66TN PL. S 1/.--t\-« I I i I \. I I l.r-ti 0051310MY0510 + l \+ DEEDED TO CITY OF EDWOMDS —1 PER AFN-2131660 \ I + + f \ \ 1 + , 11, I 1\ I SSMH RAM-270.82 NE 81COIMC.M-264.77 NOTES 1.) TW SCA4VEY PAS BEEN PREPARED FOR THE fXCLUSNE USE OF POARTLES WHOSE NAMES APPEiAR HEREON MY. AND DOES NOT EXTEND TO ANY IAMMMED THIRD PARTIES WITHOUT EXPRESS RE'CF1RPI)CATA7N BY THE LAND SIARWYOR OF RECORD. 2.) B%UNICARY L11NiS 900 AND CORNERS SET REPRESENT DEED LOCATIONS; OWhtiRSMP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP 6 EXPRESSED OR sUPLIEO. rn 280- 1 , 1 1 1 1 1 1 rMWIl■111 -w i U % t 1 + 1'I 11 1 N N r59 50 E 176.21 , t+ � N 8.9'45*58" E 172.99'., ,,,, I, N 89'45'58' E 123,00' ! I _ cv�ERf,iEAo ; r d AFN-21 00513100010509 UTkfiY EASEMENT I I I — — — — — — — — — — — --------J1f---- 11.N ------ j icy IE 8-304.64 I m6 LF 8TOINIC.ss— -� I -------------------------------- ---------- --- N e8'S� o"F 449.75'(C)O- i....... 20.0 . EID �/ //// //// +��///// //// ,�1// 1 1 \c„ 12-RCP If-297.62 1 i DECK \\ 1 ASPHkr \ I r 1 16624 fF ELEY!-287.63 SET NUB & LATH RIOOF K. CLEV.-312.44 �/d � N PROPERTY LANE \ �I 005131000I0507 L� oo SITE AREA-, g` �`. 21.408 SF A`-�i �` 1--V\ L/1UL/1L/1/I ®tcv Icv jLz;SICOzJ4 71�BC 9.r 0' 9.r 1' 'l7r?/7r?/7l7'T/717T/7/7r� HOUSE% 16705 Scale 1 " = 20'-0" 0' 10' 20' 40' N A9'45:58, F !44.99' ----' 'fib h- - �J SCALE. 1' 20' 0 i0 40 FOUND T' SQIAARE LOAD & TACK MI CONC DOWN 1.1' AN MON(AIIENT CASE HELD FOR POS17 M. 4/3/23 �I 1 �I �I M 1 ,O I I FOUND 1-1/2• BRASS DISC w/PL## H AN 49T4' CONIC. NON. DOWN 0.4' ON MONUTAENT CASE. WN IS OX(E) & 1.1'(S) OF THE w7ERSECwv OF THE NORTH LINE OF TRACT tOS. 4/3/23 I I I I I a a N 1 N �I ' at O I 0�� I N� Q 1 N .......I I N v 1 Z I I I I I FOUND 5/8• REEtAR WITH NO CAP, DOWN 2.5' BELOW GRADE. HELD FOR BEARAC. 4/3/23 LINE )ABLE LINE LENGTH ARING L 1 20.00F; ' 1 • i L2 4.65 N 12�+0' w CURVE TABLE CURVE LENGTH RA0111S DELTA CT 31.41 20.00 89-59.49' ,ti J. JQJ� �I *♦ 375J6 `p ' LAO METHOD OF SURVEY, SURVEY PERFORAIED BY FIELD TRAVERSE AND REAL THINE uDNEMMT)C GIPS POSITIONING uTkow THE HxGIN SVMRTIIET NETNnRx MISTRUIIENUTION: LEICA TS15 R09071C ELECTRONIC TOTAL STATION UXA VW GLASS GSOB RECEIVER ALL EOIAPINIENT HAS BEEN MWAUNED AN ADJUSTMENT TO U0UFACn1 ER'S SPIECW)C4 TK WS AS REO(ARED BY MAC 331-130-100 PRECLCA N: MEETS OR EXCEEDS S AM STANDARDS SET BY WWC 332-130-080 THROUGH 332-130-011 B'rAS/S OF BEARAMG: RECORD OF SURVEY RECORDEDUANDER RECOIPDANG NUMBER 90022850O3 AS OETERIAMIED FROM THE CALCULATED BEARING OF NORTH 01'1249• EAST BETWEEN THE MITERSECTA)N OF 164TH ST. SW AND 72N0 AVE. W AND A MONUMENT SHOWN ON THE CENTERLINE OF 72ND AVE. w AS NOTED HEREON. LEGAL DESCRIPTION THE SOUTH HALF OF LOT 105 OF UVDOWDALE BEACH. AS PER TW PLAT RECORDED AN VQU1dE 5 OF PL AM PAGE A RECORDS OF SNOHOIRSH CO( NTY ALA"Ok EXCIPT THE EAST 449.75 FEET AND EXCEPT THAT PORTION LYING WEST OF THE EAST LINE OF LOT 86 EXTOWED TO THE SOUTH LINE OF LOT 105. EXCEPT THAT PORTION CONVEYED TO THE CRY OF ED WONDS,. BE DEED RECORDED UVDER RECORDING NO 2131660. TOGETHER WITH AN EASE1 W FOR INGRESS AND EGRESS OVER THE SOUTH 15 OF THE NORTH FNLF MO THE NORTH 15' FEET OF THE SOUTH HALF OF THE FOLLOWING OESCRWD TRACT; THAT PORTION OF TRACT 105. U&MINOAL.E BEACH ACCORDING TO THE PUT MIREOF RECORDED. LYING EAST OF THE SOUTHERLY EXTENSION OF THE EAST LANE OF TRACT ft OF SAID PLAT OF N£AOOW04a BEACH. EXCEPT THAT PORT100V LYING WI m THAT ABOVE DESCRUBED. SITUATE IN THE COUNTY OF SNCHDM&t STATE OF NM1Sf#IIGTON. VERTICAL DATUM NA VD 88 (40D W-3.67' = NGVD 29) PIER CPS OBSERVATIONS ON A MON FOUND IN THE CO RUNE OF 72NO AVE W AS SHOWN HEREON_ EIElA1T10W = 31 <.86' SURVEY REFERENCES (R1) RYA SURVEY AFN-900228500 (R2) TOI M ENGINEERS SURVEY #W-9703215006 (R3) PLOG ENGANEERS SURVFY AFN-202109035OO4 (R4) WESTERN EAGNEERS SURVEY AFN-201911205007 (R5) PLAT OF MEADOWOOALF BEACH VOL. 5, PG. 38 (R6) PLAT OF SMO Vt7L. 26, PC. 20 LEGEND 0 0 x > 0 D4 0 O F C P S CW A SET 1/2• X 24• REBAR W/CAP STAMPED GCS 37536' EXISTING REBAR w/CAP. AS NOTED SET W AND NGASHER STAMPED 'GCS 37536' DUSTM1G 4#4 MO WASHER AS NOTED FOUND CONCRETE MOVMUAIEM AS MOTO RIGHT OF WIRY CENTERLW STORM DRAIN tItA oos MNEIRT/CULVERT CATCH BASW MOLTER VALVE FARE HYDRANT MOLTER METER SAIWTAW SEWER MANHOLE mmmx SIGN POST ufl[.►TY/POWER POLE GUT' ANCHOR POWER VOALAT DECADUOVS TREE FIR CEW PONE SPRUCE COTTONWom ALDER RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Deck NO GHANGES @ THIS AREA 28' - 0" ----------------— — — — — — — — — — — — --�'�'=--------� I I I - I I I I II I I I II I I I II I I I II I I II I I II I I I II I I I II I Living Bedroom I I II I Room BUILDER NOTE:ATTIC - I BEFORE REMOVING ALL WALLS AND ACCESS CJ FIREPLACE TO BE REMOVED, REVIEW EXSITING CONDITIONS TO DETERMINE IF I? TEMPORARY SHORING AND SUPPORTZo FOR WALLS, FLOORS, AND ROOF IS cli REQUIRED. Deck COORDINATE THIS WITH STRUCTURAL \ / DRAWINGS / \ NO CHANG E THIS AE I I I II I EXISTING DOOR TO BE REMOVED AND REPLACED w/ SINGLE DOOR AND WALL INFILL, PER STRUCTURAL DRAWINGS ' - Q" FIREPLACE TO BE REMOVED. SEE NOTE ABOVE FOR J, TEMPORARY SHORING I CABINET FSKYLIGHT� - ABOVE ' I I � _ 1 = Lu oC ALL CABINETS, ISLAND & KITCHEN APPLIANCES TO BE REMOVED WALL DN 4 OVEN _ I MICRO ------ --- - Zo 3 ISLAND 2 5 0 1 0 7 12 Io I REMOVE EXISTING SL , DOOR & PORTION OF r SHADED WALL TO FIT NEW 9' Kitchen 0 10 Laundry SLIDING GLASS DOOR. SUPPORT ROOF FRAMING w/ 2 _ TEMPORARY WALL FRAMING o w -' AND ADD NEW HEADER RAISED BEAM & POSTS PER SHELF `D STRUCTURAL DRAWINGS DW INK SSINK oo61 IF - I I --J Existing / Demo Entry Level Floor Plan 1 411 = 1 1 _� 11 I I � I Dining Scale 1 " = 4'-0" I Room 0' 2' 4' 8' REMOVE DESK North I I JA I I I I I I I I I I I I I o M o o I � Zo I ' co co I I I I I I Master i Master Bedroom I Closet I I I I I I REMOVE EXISTING WALL EXISTING DOOR TO BE REMOVED AND REPLACED w/ SINGLE DOOR AND WALL INFILL, PER STRUCTURAL DRAWINGS I I F Master Bath I I I I L-- REMOVE EXISTING SKYLIGHT I I -------------------— — — — — — — — — — — — — — — - __J DEMOLITION NOTES 1. REMOVE BRICK VENEER, CMU WALL, EXISTING FIREPLACE AND FLUES. NEW SEE -THROUGH FIREPLACE TO BE PLACED IN STUD WALL w/ STONE OR BRICK VENEER. SEE PROPOSED PLANS FOR INFORMATION. 2. REMOVE KITCHEN CABINETS, FIXTURES, AND ISLAND 3. REMOVE EXISTING SLIDING DOORS AND PORTION OF WALL TO ACCOMODATE NEW 9'-0" WIDE TRIPLE SLIDING DOORS. NEW HEADER PER STRUCTURAL TO BE INSTALLED. 4. SHADED INTERIOR WALLS ARE TO BE REMOVED AND REPLACE WITH 40" HIGH WALLS PER PROPOSED FLOOR PLANS. 5. EXISTING STAIRS ARE TO BE REMOVED AND RELOCATED PER PROPOSED FLOOR PLANS. 6. ENTRY DOOR TO BE REMOVED. SEE PROPOSED FLOOR PLANS FOR NEW DOOR AND NEW SIDELITE LOCATION 7. REMOVE LAUNDRY ROOM CLOSET DOORS AND FILL IN WALL w/ 2 x 4 STUDS @ 16" O.C. w/ 1/2" GYP BOARD. 8. REMOVE PORTIONS OF EXTERIOR SHADED WALLS (TEMPORARILY SUPPORT ROOF LOADS DURING DEMOLITION.) PROVIDE NEW ROOF SUPPORT BEAM PER STRUCTURAL DRAWINGS 9. REMOVE CONCRETE STEPS, LANDING, AND SIDEWALK. SEE PROPOSED FLOOR PLANS FOR NEW LAYOUT 10. REMOVE EXISTING RAISED SHELF 11. REMOVE WASHER & DRYER. REINSTALL @ NEW LOCATION SHOWN ON PROPOSED FLOOR PLANS. 12. LOCATION OF NEW EXTERIOR WALL. SEE PROPOSED FLOOR PLANS FOR LOCATIONS. Carl J. Colson -Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect. com Residential Architecture Goodman Residence Remodel Project Address 16624 72nd Ave W Edmonds, WA Project Clients & Project Applicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Sheet Title Existing / Demo Entry Level Plan RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7543 REGISTERS ARCHITECT CARL J. COLSON S ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. O Project Number Architectural Sheet Issue Date Drawings 03/04/23 Drawn By Author 3 Scale Existing / Demo Entry Level Plan 1/4" = 1'-0" Sheet Plot Date 3/4/2024 10:44:35 AM www.CarIColsonArchitect.com I I i WALL BELOW TO BE I REMOVED I I I I Existing / Demo Roof Plan 1 /4" = 1 -0" Scale 1 " = 4'-0" 0' 2' 4' 8' EXISTING HEADER TO BE REPLACED. REFER TO STRUCTURAL DRAWINGS FOR EXTENT & LENGTH OF NEW HEADER LINE OF DECK ABOVE Existing / Demo 1 /4" = 1 ' - 0" Scale 1 " = 4'-0" 02' 4' 8' Carl J. Colson -Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect. com Residential Architecture Goodman Residence Remodel Pro-ject Address 16624 72nd Ave W Edmonds, WA Proiect Clients & Proiect Annlicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Sheet Title Existing / Demo Lower Level Floor Plan RESU6 Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 753 REGISTERED 4 ARCHITECT SLCARL J. COLSON ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description X- *X- DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. 0C Project Number Architectural Sheet Issue Date Drawings 03/04/23 Drawn By Author 4 Scale Existing / Demo Lower Level Floor Plan 1 /4" = 1 '-0" Sheet Plot Date 3/4/2024 10:45:09 AM www.CarIColsonArchitect.com _Entry Level Top Plate 8.09 ❑❑0 E E E ❑ C❑ E E 2 W 0M zw u J \ w m Entry Level Floor Plan 0.00 Lower Level ToD Plate - — -1.00 HIS PORTION OF WALL TO BE- -REMOVED. SEE FLOOR PLAN`77777t7�t�i I _ Lowerl Level -9.00 EASELEVATION �1/ �=JL BRICK 1 ��_ BRICK CHIMNEY CHIMNEY Scale 1" = 4'-0" FLUE TO BE FLUE TO BE 0' 2' 4' 8' REMOVED REMOVED SKYLIGHT TO BE REMOVED - Entry Level To Plate — EntryLevel To�Plate 8.09 �� 8.09 Entry Level Floor Plan 0.00 Lower Level Top to -1.00 -III III III III III III III III III III III III III III III III III III III III III III III III NORTH ELEVATION TOICK BE RMOV DFLUE 1 /411 = 1 1-011 Scale 1 " = 4'-0" 0' 2' 4' 8' EXISTING DOOR TO BE REMOVED AND _ REPLACE w/ SINGLE DOOR AND WALL INFILL, SLOPING YARD BEYOND @ THIS AREA PER STRUCTURAL - DRAWINGS - THIS PORTION OF WALL & EXISTING SLIDING GLASS DOOR TO BE REMOVED FOR NEW DOORS. SEE FLOOR PLAN I, III III, ,III,I I I I I''I WEST ELEVATION 1'-0" Entry Level Floor Plan 0.00 Lower Level Top Plate -1.00 \ \ I SLOPING YARD \ \ I BEYOND @ THIS AREA ' Lowerl Level -9.00 - II SOUTH ELEVATION Scale 1" - 4'-0" 1:J 1 /4„ = 1 '-0" - 0' 2' 4' 8' EXISTING DOOR TO BE REMOVED AND REPLACE w/ SINGLE DOOR AND WALL INFILL, PER STRUCTURAL DRAWINGS Entry Level To Plate 8.09 70 Entry Level Floor Plan Lower Level To Plate -1.00 SLOPING YARD BEYOND @ THIS AREA I I I I I I - _Lower Level 77 75 F 75 � 75 79 � 79 79 ... 9.I00 Scale 1 " = 4'-0" 01 21 41 8' Carl J. Colson - Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect. com Residential Architecture Goodman Residence Remodel Project Address 16624 72nd Ave W Edmonds, WA Proiect Clients & Proiect Annlicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Sheet Title Existing / Demo Exterior Elevations RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7543 REGISTERS ARCHITECT CARL J. COLSON S ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. O Project Number Architectural Sheet Issue Date Drawings 03/04/23 Drawn By Author 5 Scale Existing / Demo Exterior Elevations 1 /4" = V-0" Sheet Plot Date 3/4/2024 10:45:30 AM www.CarIColsonArchitect.com NEW DETACHED GARAGE NEW DETACHED GARAGE Northeast View w New Detached Garage Street View w New Detached Garage J Carl J. Colson -Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect. com Residential Architecture Goodman Residence Remodel &Detached Garage Addition Pro-ject Address 16624 72nd Ave W Edmonds, WA Pro-ject Clients & Pro-ject Applicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Sheet Title Proposed 3-D Views RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7543 REGISTERS ARCHITECT CARL J. COLSON S ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. � Copyright Carl J. Colson - PLLC, 2023. All rights reserved. C) Project Number Architectural Sheet Issue Date Drawings 03/04/23 Drawn By Author 6 Scale Proposed 3-D Views Sheet Plot Date 3/4/2024 10:37:58 AM www.CarIColsonArchitect.com BUILDING CODE CODE COMPLIANCE: THIS RESIDENCE SHALL BE CONSTRUCTED TO PROVIDE FULL COMPLIANCE TO: THE 2018 INTERNATIONAL RESIDENTIAL CODE WITH STATE AMENDMENTS, 2018 INTERNATIONAL MECHANICAL CODE (INCLUDING INTERNATIONAL FUEL GAS CODE) WITH STATE AMENDMENTS, 2018 INTERNATIONAL FIRE CODE WITH STATE AMENDMENTS, 2018 UNIFORM PLUMBING CODE WITH STATE AMENDMENTS, 2018 WASHINGTON STATE ENERGY CODE (WAC 51-11). DEFERRED SUBMITTALS: ALL DESIGN -BUILD DRAWINGS AND APPLICATIONS FOR THE FOLLOWING PERMITS WILL BE SUBMITTED BY THE GENERAL CONTRACTOR AT A LATER DATE: a) ELECTRICAL, b) MECHANICAL, c) PLUMBING, d) WATER METER, e) SIDE SEWER. g) FIRE SPRINKLER (IF REQUIRED) BUILDING CODE 2018 INTERNATIONAL RESIDENTIAL CODE ENERGY CODE 2018 WASHINGTON ENERGY CODE W/ PRESCRIPTIVE PERFORMANCE w Ir OCCUPANCY GROUP fn R-3 Deck CONSTRUCTION TYPE w NO CHANGES IN TYPE V-B a THIS AREA _ SEPARATIONS 0 THERE WILL BE NO REQUIRED SEPARATIONS BETWEEN NEW DETACHED N z GARAGE AND EXISTING HOUSE. WALL RATINGS AT DETACHED NEW GARAGE INTERIOR BEARING & NON -BEARING WALLS: NO RATING REQUIRED EXTERIOR BEARING WALLS: NO RATING REQUIRED EXTERIOR NON -BEARING WALLS: NO RATING REQUIRED CEILINGS - FLOORS: NO RATING REQUIRED STAIRWAY / STEPS CONSTRUCTION WOOD CONSTRUCTION W/ WOOD RISERS AND TREADS. SEE STAIR NOTES ON SHEET A-4.1 FOR ADDITIONAL INFORMATION. ACCESSIBLE UNITS PER THE 2018 INTERNATIONAL RESIDENTIAL CODE, SINGLE FAMILY RESIDENCES AND GARAGES ARE NOT REQUIRED TO BE ACCESSIBLE UNITS AS DEFINED BY THE ACCESSIBILITY SECTION OF THE CODE. RECYCLE & GARBAGE STORAGE AREAS THIS RESIDENCE WILL STORE GARBAGE AND RECYCLE MATERIALS IN BINS WITHIN THE GARAGE. HAZARDOUS MATERIAL THIS IS A RESIDENTIAL PROJECT AND NO HAZARDOUS MATERIAL WILL BE HANDLED OR STORED AT THIS PROJECT. INSULATION VALUES NO INSULATION WILL BE PROVIDED AT NEW DETACHED GARAGE. WALLS @ EXISTING HOUSE WILL HAVE R-21 BATT INSULATION. HEATING & HOT WATER SYSTEM THIS RESIDENCE WILL BE USING THE EXISTING HEATING & HOT WATER SYSTEM. GLAZING U-VALUES ALL NEW WINDOWS / GLAZING SHALL HAVE A U-VALUE OF 0.28 WASHINGTON STATE ENERGY CODE SINCE THIS IS AN EXISTING RESIDENCE AND A NEW DETACHED GARAGE, THERE ARE NO ENERGY CODE REQUIREMENTS FOR THIS PROJECT. AIR LEAKAGE TESTING SINCE THIS IS AN EXISTING RESIDENCE AND A NEW DETACHED GARAGE, THERE ARE NO AIR LEAKAGE REQUIREMENTS FOR THIS PROJECT. DUCT TESTING SINCE THIS IS AN EXISTING RESIDENCE AND A NEW DETACHED GARAGE, THERE ARE NO DUCT TESTING REQUIREMENTS FOR THIS PROJECT. FIRE, INSULATION, ENERGY CODE FIRE PROTECTION SYSTEM THIS RESIDENCE IS NOT REQUIRED TO BE FIRE SPRINKLERED, PER CITY OF EDMONDS BUILDING CODE / FIRE MARSHAL REQUIREMENTS FIRE / SMOKE DETECTORS THIS ENTIRE HOUSE WILL BE REQUIRED TO HAVE NEW SMOKE / CARBON MONOXIDE DETECTORS THAT WILL BE HARD -WIRED OR BLUETOOTH SYSTEM. SEE FLOOR PLANS FOR LOCATIONS OF DETECTORS. INSULATION DATA / ENERGY CODE REQUIREMENTS INSULATION VALUES DETERMINED BY PRESCRIPTIVE APPROACH PER 2018 WASHINGTON ENERGY CODE. THIS HOUSE WILL BE HEATED WITH GAS FIRED FURNACE PROVIDING WARM AIR THROUGH METAL DUCTS TO VENTS AND HAS A THERMOSTAT FOR TEMPERATURE CONTROL. REFER TO THE ENERGY CODE CALCULATIONS FOR REQUIRED INSULATION VALUES. CONSTRUCTION EROSION CONTROL CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND APPROVED BY BUILDING DEPARTMENT PRIOR TO ANY EARTH DISTURBANCE. CALL BUILDING DEPARTMENT TO SCHEDULE AN INSPECTION APPOINTMENT FOR THIS ITEM. ADDRESS SIGNAGE TEMPORARY ADDRESSING OF THE RESIDENTIAL UNITS SHALL BE CLEARLY VISIBLE FROM THE PUBLIC RIGHT OF WAY PRIOR TO CONSTRUCTION OF COMBUSTIBLE MATERIALS. PERMANENT ADDRESSING OF THE RESIDENTIAL UNIT SHALL BE CLEARLY VISIBLE FROM THE PUBLIC RIGHT OF WAY ON PRIOR TO CERTIFICATE OF OCCUPANCY. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. I \ I I I I Fbil NO CHANGES IN THIS AREA I I � I I I I I -- ----� 28'-0" -- - I I - I W¢C o Q o to @) Ln x z Q W J 7— < Y � O1r Y O z i N 00 L= In (j tr z w t9 p i T J fn w z 0 zo co Y Ir O O z J J 3:w 06 01: Ir ¢ 0 H w @) z- � I W � I I >� I Living Room SMOKE DETECTOR SD NEW 3068 DOOR. FILL IN SMOKE / EXISTING OPENING (PER CARBON STRUCTURAL DRAWINGS) MONOXIDE @ SHADED AREA DETECTOR 0 - OUTLINE OF EXISTING SCMD BRICK / CMU FIREPLACE WALLS BELOW 6' 6" SEE THROUGH FIREPLACE ------ II II `._% ' II J I it DN THIS DIMENSION THIN BRICK DEPENDS UPON OR STONE FIREPLACE CHOSEN VENEER Dinin NEW 9' x 6'-8" 3 PANEL SLIDING GLASS DOORS (w/ SAFETY GLASS) w/ NEW HEADER. CENTER DOORS w/ EXISTING OPENING. REVISE EXISTING OPENING & HEADER PER STRUCTURAL DRAWINGS LOCATION OF WALL BELOW DN HAND RAILS — NEW DINING ROOM, KITCHEN CABINETS, AND KITCHEN APPLIANCES. SELECTION AND SIZES BY OWNER. LAYOUT BY OWNER & CABINET SUPPLIER Kitchen I III I III I III I II I III I III I Ili I I Bedroom NO CHANGES IN THIS AREA Ili II III I LANDSCAPE III BLOCK RETAINING ------ WALL I -77777777 \ / EXISTING / \ BEAM 71 'IEXIST I NO CHANGES IN POSTING III z (D 0 w 0 Cr CD w BUILDING SETBACK LINE THIS AREA I "' o rCIO — EXISTING BEAM "' EXISTING CASED Cuba NEW BEAMS NEW CONCRETE OPENING EXISTING LANDING & WALKWAY NEW DOOR & WALLS TO BE I (WITH NO STEPS) SIDELITE REMOVED I I FACE OFGLASS) _ _ _ _ - NEW WALKWAY FOUNDATION WALL ' NEW STAIRWAY LOCATION _ _ - - —I SEE LOWER LEVEL FLOOR PLAN FOR STAIR DIMENSIONS W D REMOVE TOP OF FOUNDATION NEW 40" HIGH WALLS @ WALLS & FILL-IN CRAWL SPACE LOCATION OF EXISTING Current Pipe @ THIS AREA PRIOR TO FULL HEIGHT WALLS Location PLACING NEW PORCH SLAB Laundry NEW 2 X 6 R-21 INSULATED Li WALL w/ NEW FOUNDATION DETOECTOR KE WALL BELOW. IIII•I II sD SHADED AREA IS OVER CRAWL SPACE _ NO CHANGES IN THIS AREA �NEW2x4STUD WALL 5068 SLIDING CLOSET DOOR IN2x4STUD WALL -- -- --------- o \ , \ ACMD SMOKE SMOKE/� DETECTOR — QQ CARBON SD MONOXIDE DETECTOR SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS ALL DETECTORS SHALL BE HARDWIRED OR BE CONNECTED TO A BLUETOOTH SYSTEM NO CHANGES IN THIS AREA Master i Master Bedroom Closet 6'- 4" SHADED WALLS @ THIS LEVEL ARE NEW WALLS (TYP) NEW 3068 DOOR, 777777 FILL IN EXISTING o NEW SOAKING TUB IN NEW OPENING (PER LOCATION STRUCTURAL DRAWINGS) @ SHADED AREA o Master Bath 10 NEW OPENING IN WALL. NO CHANGES IN COORDINATE HEIGHT w/ OWNER THIS AREA 3068 SHELVESH no, M 26'-On L — — — 0 io co CD N 16'-0" EXISTING DRIVEWAY -BUILDING -SECTION 3 ; 26'-0" 13'-0" 13'-0" 6'- 6" 6' 6" 6' 6" 6' 6" — 1 40" x 36" HORIZONTAL SLIDING WINDOW GARAGE DOORS 8070 GARAGE DOORS w/ AUTOMAT OPENERS. SELECTION BY OWNER 3068 DOOR / SELECTION BY OWNER GARAGE SLAB CONCRETE SLAB OVER COMPACTED FILL. SLOPE SLAB TOWARD DOORS (1/8" PER FOOT MIN.). SAWCUT CRACK CONTROL JOINTS IN SLAB wl SLAB AREA BETWEEN JOINTS NOT TO EXCEED 100 S.F. GARAGE SLAB ELEVATION COORDINATE GARAGE SLAB ELEVATION w/ ELEVATION OF ENTRY PORCH SO THAT NO MORE THAN 2 RISERS @ PORCH STEPS WILL BE REQUIRED L J 22" x 42" ATTIC ACCESS HATCH @ CEILING OF GARAGE NEW DETACHED 2 CAR GARAGE I 40" x 36" HORIZONTAL SLIDING WINDOW 13'-0" - 13'-0" ------ — - BUILDING SECTION 26' - 0" Proposed Entry Level Floor Plan 1 /4" = 1 ' - 0" North Scale 1 " = 4'-0" 0' 2' 4' 8' FLOORS / CEILINGS GLUE 3/4" PLYWOOD SHEATHING SUBFLOOR (SCREWS @ 6" O.C. @ EDGES -10" O.C. AT INTERMEDIATE FRAMING MEMBERS) OVER SCHEDULED FLOOR JOISTS OR TRUSS - GLUE TO EACH JOIST. FLOOR LOAD: 10 PSF DEAD LOAD 40 PSF LIVE LOAD. INSTALL 1/2" PTD. G.W.B. CEILING AT UNDERSIDE OF JOISTS. INSTALL R-38 BATT INSULATION BELOW ADVANTECH SUBFLOOR OVER UNHEATED AREAS. STAIR / STEPS CONSTRUCTION 1) MAXIMUM RISE SHALL BE 7-3/4": MINIMUM RUN SHALL BE 11": HEADROOM MINIMUM SHALL BE 6'-8": WIDTH SHALL BE 36" MINIMUM. REFER TO FLOOR PLANS FOR SCHEDULED STAIR WIDTH, RISER DIMENSIONS, AND TREAD DIMENSIONS. 2.) HANDRAILS TO HAVE ENDS RETURNED TO WALL OR NEWEL POST AND PLACED MINIMUM 34", MAXIMUM 38" ABOVE TREAD NOSING. 3.) THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/2" NOR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDRAIL GRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NET LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL. 4) WHEN DECKS, LANDING OR PORCHES ARE MORE THAN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN 36" HIGH WITH INTERMEDIATE MEMBERS SPACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. (DECKS ACCESSIBLE ONLY TO INDIVIDUAL UNITS OR AREAS WITHIN INDIVIDUAL UNITS MAY USE 36" HIGH GUARDRAILS). ALL STAIRS SHALL HAVE SOLID RISERS (EXTERIOR STAIR TREADS AND RISERS SHALL BE TREX TYPE SYNTHETIC SURFACES). GUARDRAILS ARE TO BE DESIGNED TO RESIST A 200 LB. CONCENTRATED LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. E 8 ,3 r E 0 E E t0 I I I I. 1 C� 1 w a 0 40" x 36" HORIZONTAL 01171►[ ►�L91PhZ�P���11111 �L BUILDING SETBACK LINE STAIR REQUIREMENTS 36" inin to top of guard Provide artificial light / source per R303.6 Stair Guard Min. 34". iandrail height above stair 34" to 38" Max A 4" sphere cannot pass through the space between treads. Graspable Handrail 1 114" min. i to 2" max.. Handrail ends shall be returned or shall terminate at a newel post or safety --- terminals. Intermediate rails i spaced so that a r 4" sphere shall not pass through foo" Guard and handrail to sustain 200 lb. load Guard balusters to sustain 50 psf load 0 r nose, tread Install':"gypsum board on walls and ceilings of all useable interior space under stairs. Carl J. Colson - Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect. com Residential Architecture Goodman Residence Remodel & Detached Garage Addition Project Address 16624 72nd Ave W Edmonds, WA Project Clients & Project A1212licants Michelle &Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Sheet Title Proposed Entry Level Floor Plan RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7543 REGISTERED ARCHITECT CARL J. COLSON S ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. O Project Number Architectural Sheet Issue Date Drawings 03/28/13 Drawn By7 Author Scale Proposed Entry Level Floor Plan As indicated Sheet Plot Date 3/4/2024 10:39:55 AM www.CarIColsonArchitect.com [71 a 133 Covered Patio NO CHANGES IN THIS AREA LINE OF DECK ABOVE Family Room SID O NO CHANGES IN THIS AREA SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS ALL DETECTORS SHALL BE HARDWIRED OR BE CONNECTED TO A BLUETOOTH SYSTEM FURNACE 0 SD NEW FLOOR BEAM ABOVE, PER STRUCTURAL DRAWINGS FIREPLACE, BRICK, AND CMU WAL\TO BE REMOVED. BUILDER TO DETERMINE r IF TEMPORARY & PERMANENT SHORING @j OF FLOOR JOISTS ABOVE IS REQUIRED. ;t U) LOCATION OF NEW STUD WALLS IN THIS 0 AREA TO BE CONFIRMED WITH OWNER LU Home Office 00 I LOCATION OF NEW HEADER (BELOW NEW 9' WIDE SLIDING DOORS ABOVE) PER STRUCTURAL DRAWINGS ZO LINE OF DECK ABOVE NEW FLOOR BEAM ABOVE, PER �7 STRUCTURAL DRAWINGS SINK \ Existing Driveway NO CHANGES IN THIS AREA Storage NO CHANGES IN THIS AREA SMOKE DETECTOR NEW PLUMBING FIXTURE LOCATIONS & CABINETS IN THIS BATHROOM - SELECTION BY OWNER n � 7Bath NEW TILE FLOOR SHADED WALLS ARE NEW TO MATCH EXISTING SMOKE DETECTOR SMOKE/CARBON MONOXIDE SCMD \ I DETECTOR LOCATION OF NEW EXTERIOR STUD WIDTH WALL ABOVE — — WIDTH TO MATCH EXISTING STAIRS NEW STAIR LAYOUT & LOCATION — 36" HIGH WALL FOR GUARDRAIL WIDTH TO MATCH EXISTING STAIRS UP HAND = UP QQ RAILS SCMD " SMOKE I 3' - 1 3' - 8"�ir CARBON 4 TREADS @ MONOXIDE DETECTOR TOP OF THESE FOUNDATION WALLS TO BE CUT DOWN TO ALLOW FOR NEW PORCH CONCRETE SLAB, AS SHOWN ON UPPER LEVEL PLAN TRIM DOWN NEW FOUNDATION WALL & FOOTING PER STRUCT. DRAWINGS CRAWL SPACE EXISTING CRAWL SPACE VENT ICn w Iz — — — — — — -- HEAT DETECTOR (HARDWIRED Oi 'HD o OR BLUETOOTH SYSTEM) 3 Car Garage NO CHANGES IN THIS AREA (EXCEPT FOR NEW HEAT DETECTOR J El El L \ Proposed Lower Level Floor Plan J/ If/ I 4l'1 = i 1_ 11 - North Scale 1 " = 4'-0" o�21 41 s' I I Carl J. Colson - Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect.com Residential Architecture Goodman Residence Remodel & Detached Garage Addition Pro-ject Address 16624 72nd Ave W Edmonds, WA Pro-ject Clients & Pro-ject Applicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Sheet Title Proposed Lower Level Floor Plan z RESUB O Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7543 REGISTERED ARCHITECT SLCARL J. COLSON ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. O Project Number Architectural Sheet Issue Date Drawings 01 /23/23 Drawn By Author 8 Scale Proposed Lower Level Floor Plan 1 /4" = 1 '-0" Sheet Plot Date 3/4/2024 10:40:18 AM www.CarIColsonArchitect.com \ Proposed Lower Level Floor Plan J/ If/ I 4l'1 = i 1_ 11 - North Scale 1 " = 4'-0" o�21 41 s' I I Carl J. Colson - Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect.com Residential Architecture Goodman Residence Remodel & Detached Garage Addition Pro-ject Address 16624 72nd Ave W Edmonds, WA Pro-ject Clients & Pro-ject Applicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Sheet Title Proposed Lower Level Floor Plan z RESUB O Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7543 REGISTERED ARCHITECT SLCARL J. COLSON ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. O Project Number Architectural Sheet Issue Date Drawings 01 /23/23 Drawn By Author 8 Scale Proposed Lower Level Floor Plan 1 /4" = 1 '-0" Sheet Plot Date 3/4/2024 10:40:18 AM www.CarIColsonArchitect.com EXISTING BEAM TO REMAIN NEW BEAM PER STRUCT. DRAWINGS 5 J -HESE EXISTING WALLS -0 BE REMOVED BUILDING SECTION 3 11 U_ LL, ROOF GUTTER DOWNSPOUT - II II II I� BUILDER NOTE: TOP PLATE OF GARAGE IS TO ALIGN w/ TOP PLATE @ EXISTING HOUSE. OVERHANG OF ROOF @ GARAGE IS TO MATCH OVERHANG @ EXISTING HOUSE BUILDER NOTE: SINCE GARAGE IS DETACHED, CITY OF EDMONDS HAS GIVEN APPROVAL FOR DRAINING ALL DOWNSPOUTS (AT GARAGE) ONTO SPLASH BLOCKS @ FINISH GRADE — Jw 0 J 0 0 rr 6-in-12 f ROOF OP E w 0 UL Cr 0 N LU I `_ ► 6-in-12 ROOF SLOPE ROOF RIDGE VENT i i 22" x 42" ATTIC 0 ACCESS HATCH @ L J CEILING OF w GARAGE BELOW o CD CD II Q°� CD I o`� II Qo II II I NEW 2 CAR DOWNSPOA 6-in-12 ROOF SLOPE — DETACHED GARAGE ROOF GUTTER BUILDING SECTION Proposed Roof Plan North 1 1 /4�� = 1 1_011 Scale 1 " = 4'-0" 0' 2' 4' 8' DOWNSPOUT rr w c.� U_ 0 0 rr DOWNSPOUT DETACHED GARAGE ROOF GENERAL NOTES THE CONTRACTOR SHALL REVIEW ALL ROOFING AND ROOFING FLASHING DETAILS WITH ROOFING MANUFACTURER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF ASSEMBLY AND ROOFING DETAILS IN ORDER TO ACHIEVE A WEATHERPROOF ROOFING ASSEMBLY. ROOFING MATERIALS ASPHALT COMPOSITION SHINGLES - AS SELECTED BY OWNER ROOF FRAMING PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. WITH OVERFRAMING AT INDICATED AREAS. ROOF TRUSS MANUFACTURER WILL PROVIDE ROOF TRUSS FRAMING PLAN (TYPICAL) REFER TO STRUCTURAL FRAMING DRAWINGS AND ROOF TRUSS MANUFACTURER FRAMING DRAWINGS FOR ROOF FRAMING INFORMATION. ROOF VALLEY FLASHING INSTALL CONTINUOUS EXPOSED METAL FLASHING (DARK BRONZE COLOR) OVER CONTINUOUS 36" WIDE (MIN.) "GRACE ICE & WATER SHIELD MEMBRANE" AT ALL ROOF VALLEYS BELOW ROOFING MEMBRANEAND SHINGLES. ROOF ATTIC VENTING (SEE ATTIC VENTING CALCULATIONS FOR MIN. NUMBER OF VENTS) ALL EAVES SHALL HAVE BIRD BLOCK EAVE VENTS BETWEEN EXPOSED RAFTER TAILS. ALL ROOF RIDGES SHALL HAVE "SHINGLE -OVER" ROOF RIDGE VENTS. ATTIC VENTILATION: NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150's OF THE AREA OF THE SPACE VENTILATED. DISTRIBUTE BIRD BLOCK VENTS EVENLY AT EXTERIOR WALLS OF ATTIC SPACE SEE ATTIC VENTING CALCULATIONS. ROOF GUTTERS / DOWNSPOUTS INSTALL ALUMINUM GUTTERS AND DOWNSPOUTS AT LOCATIONS SHOWN ON ROOF PLAN AND BUILDING ELEVATIONS. PROVIDE BASKET STRAINER LEAFGUARDS IN GUTTERS AT TOP OF ALL DOWNSPOUTS. ALL DOWNSPOUTS SHALL DRAIN ONTO SPLASH BLOCKS @ FINISH GRADE. CONTRACTOR SHALL COORDINATE PAINT COLOR FOR GUTTERS & DOWNSPOUTS WITH OWNER. PROVIDE AND INSTALL SCREENED GUTTER GUARDS AT ALL GUTTERS. ATTIC ACCESS HATCHES PROVIDE INSULATED ATTIC ACCESS HATCH AT LOCATIONS SHOWN ON UPPER LEVEL FLOOR PLAN. ATTIC ACCESS HATCHES IN 1 HR. CEILING SHALL HAVE A 1 HR. FIRE RATING (IF 1 HR. CEILINGS ARE SPECIFIED FOR THIS PROJECT) ATTIC ACCESS HATCHES SHALL BE 22" x 30" (MIN. SIZE) AND SHALL HAVE 30" MINIMUM UNOBSTRUCTED HEADROOM IN ATTIC ABOVE THE OPENING. COORDINATE OPENING WITH ROOF FRAMING. ROOF EDGE DRIP FLASHING INSTALL PAINTED METAL DRIP EDGE FLASHING AT BOTTOM & SIDE EDGES OF ROOF. ROOF GUTTER GUARDS ALL GUTTERS SHALL HAVE GUTTER GUARDS INSTALLED. GUTTER GUARD BY GUTTERGLOVE 4 FT. STAINLESS STEEL 5 IN. MICRO -MESH GUTTER GUARD (10-PACK) - COVERS 40, OF GUTTERS FALL PROTECTION CONTRACTOR SHALL INSTALL ROOF SAFETY ANCHORS PER CODE IF REQUIRED (FASTENED TO ROOF TRUSS/FRAMING) FOR PROTECTION OF WORKERS ON ROOF GARAGE ATTIC MINIMUM VENT CALCULATIONS THE FOLLOWING CALCULATIONS PROVIDE THE "MINIMUM" VENTING AS REQUIRED BY THE 2018 INTERNATIONAL RESIDENTIAL CODE. THIS CODE ALLOWS AREA OF VENTS REQUIRED TO BE 1/300TH OF ROOF AREA IF 50% OF VENTS ARE AT EAVE AND 50% OF VENTS ARE AT RIDGE AND IF A VAPOR BARRIER IS INSTALLED ON THE WARM SIDE OF ATTIC INSULATION. THIS CODE ALLOWS AREA OF VENTS REQUIRED TO BE 1/150TH OF ROOF AREA IF 100%OF VENTS ARE AT EAVE AND IF A VAPOR BARRIER IS INSTALLED ON THE WARM SIDE OF ATTIC INSULATION. ATTIC VENTING CALCULATIONS (THE FOLLOWINC CALCULATIONS ARE FOR THE MINIMUM ALLOWABLE VENTS. SEE ROOF PLAN FOR LOCATION OF VENTS. CONTRACTOR SHALL INSTALL VENTING TO MEET THE FOLLOWING MINIMUM REQUIREMENTS. ALL EAVE VENTING SHALL BE DISTRIBUTED EVENLY TO ASSURE PROPER AIR FLOW THROUGH ALL PORTIONS OF THE ATTIC AREA. BIRD BLOCK VENTS SHALL BE EVENLY DISTRIBUTED AT FRONT AND REAR WALL OF BUILDING TO OBTAIN PROPER AIR FLOW IN ATTIC SPACE. INSTALL COR-A-VENT BELOW SHINGLE LINEAR VENTS WHERE ROOF OVERHANGS OR WALLS ARE LESS THAN 5' TO PROPERTY LINE - USE SOLID EAVE BLOCKING IN THOSE AREAS). NOTE THAT ROOF PLANS MAY SHOW RIDGE VENTS IN EXCESS OF THE REQUIRED MINIMUM SHOWN IN THE CALCULATIONS BELOW. VENT TYPES 50% OF VENTS SHALL BE INSTALLED AT EAVES AND 50% OF VENTS SHALL BE INSTALLED AT ROOF RIDGE. ATTIC VENTING SHALL BE ACCOMPLISHED WITH BIRDBLOCK EAVE VENTS, SHINGLE -OVER RIDGE VENTS. • BIRD BLOCK VENTS ARE BASED ON (3) 2-1/2" DIAMETER HOLES PER VENT BLOCK (NFVA = .094 SQ. FT. PER BLOCK) • RIDGE VENT AREA (0.076 SQ. FT PER LIN FT) ROOF ATTIC VENT CALC'S @ NEW GARAGE 1) NEW ROOF AREA = 650 S.F. (VENT AREA REQUIRED: 650 DIVIDED BY 300 = 2.16 S.F.) 2) DISTRIBUTION OF VENTS: 50% @ RIDGE = 1.08 S.F., 50% @ EAVES = 1.08 S.F. 3) MINIMUM NUMBER OF VENTS RIDGE VENT (0.076 SO. FT PER LIN. FT):14.21 LIN. FT. MINIMUM OF RIDGE VENT (1.08 S.F. OF VENT AREA) BIRD BLOCK EAVE VENTS (0.094 SO. FT. PER BLOCK): 12 BIRD BLOCKS MINIMUM (1.08 S.F. OF VENT AREA) 4) MINIMUM VENT AREA REQUIRED: 2.16 S.F. OF VENT AREA Carl J. Colson -Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect. com Residential Architecture Goodman Residence Remodel &Detached Garage Addition Pro-ject Address 16624 72nd Ave W Edmonds, WA Pro-ject Clients & Pro-ject Applicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Sheet Title Proposed Roof Plan RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7543 REGISTERS ARCHITECT CARL J. COLSON S ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. 0C Project Number Architectural Sheet Issue Date Drawings 03/28/13 Drawn By Author 9 Scale Proposed Roof Plan As indicated Sheet Plot Date 3/4/2024 10:40:39 AM www.CarlColsonArchitect.com I MAXIMUM ALLOWABLE GARAGE ROOF HEIGHT: ELEVATION: 309.87' PROPOSED GARAGE ROOF HEIGHT ELEVATION: 309.24' 7 r If Entr Level Top Plate 8.09 00 O M E � T T Ent, Level Floor Plan 0.00 _ ' Basement Top of F. W. _ _113 —1— .=�— - - 7 AVERAGE FINISH GRADE @ -DETACHED GARAGE NEW GARAGE—-ELEVATION:294.87' 8o 36 r Level PROPOSED GARAGE ROOF HEIGHT ELEVATION: 309.24' MAXIMUM ALLOWABLE GARAGE ROOF HEIGHT: ELEVATION: 309.87' SEE NORTH ELEVATION FOR NOTES ON NEW CHIMNEY FLUE/ENCLOSURE East Elevation w/ New Garage 1 /4" = 1 '-0" Scale 1 " = 4'-0" 02' 4' 8' L _J L�U L�U UL� UL� UL� UL� ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ m o E \ El10 AVERAGE FINISH GRADE FIFIFII FIFIFIFII @ DETACHED GARAGE ELEVATION:294.87' E NEW METAL FIREPLACE FLUE w/ METAL CAP IN FLUE ENCLOSURE (THIN BRICK OR STONE VENEER OVER CEMENT BOARD OVER WATERPROOF MEMBRANE OVER 1/2" PLYWOOD SHEATHING OVER 2 x 6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION w/ 1/2" TYPE X GYPSUM BOARD @ INNER FACE OF FRAMED SHAFT. TOP OF FLUE ENCLOSURE TO BE CAPPED w/ METAL CAP ­77 77777-77 7- AVERAGE FINISH GRADE @ - NEW GARAGE DETACHED GARAGE ADDITION - - ELEV.294.87' North Elevation w/ New Garage 2 �;W= '-0" Scale 1 " = 4'-0" 0' 2' 4' 8' Entry Level To Plate 8.09 LEVEL 1 FLOOR: ELEV. 296.01' 0.00 Lower Level Top to AVERAGE FINISH GRADE @ DETACHED GARAGE ADDITION ELEV. 294.87' LOWER LEVEL FLOOR: ELEV. 287.65' r Lower Level 1 -8.36 Carl J. Colson - Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect. com Residential Architecture Goodman Residence Remodel &Detached Garage Addition Project Address 16624 72nd Ave W Edmonds, WA Proiect Clients & Proiect Annlicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Sheet Title Proposed North and East Exterior Elevations RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7543 REGISTERS ARCHITECT CARL J. COLSON S ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. O Project Number Architectural Sheet Issue Date Drawings 03/04/23 Drawn By Author 10 Scale Proposed North and East Exterior 1/4" = 1'-0" 9* fbate 3/8/2024 3:22:20 PM www.CarIColsonArchitect.com OF ROOF CONSTRUCTION SEE CONSTRUCTION ASSEMBLY NOTES @ RIGHT FOR INFORMATION ROOF TRUSS PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. OVERHANGS TO MATCH OVERHANGS @ EXISTING HOUSE.SEE STRUCTURAL DRAWINGS. TRUSS LAYOUT SHOWN IS SCHEMATIC ONLY. REFER TO ROOF PLAN & EXTERIOR ELEVATIONS FOR ROOF DESIGN THAT INCLUDES GABLES, OR OVERFRAMED AREAS. ROOF SLOPE & OVERHANG SEE ROOF PLAN FOR ALL ROOF SLOPE AND OVERHANG INFORMATION (TYP) ------- orr ninnTu rl r\IATInAI rnn South Elevation with New Detached Garage NEW GARAGE RIDGE HEIGHT SEE NORTH ELEVATION FOR AVERAGE GRADE HEIGHT LINES AND PROPOSED NEW GARAGE BUILDING HEIGHT GARAGE CEILING 1/2" GYPSUM WALL BOARD CEILING (TAPED & FLOATED AND PAINTED) CONTRACTOR NOTE TOP & BOTTOM OF FOOTING ELEVATIONS ARE APPROXIMATE ONLY. ACTUAL ELEVATIONS WILL DEPEND UPON FINISH GRADE & DEPTH OF BEARING SOIL (TYPICAL @ ALL FOOTINGS) JLUNt JLAti I UVVAHU UAHAUL UUUhb _ a a a II III VIII II—7IV�I---T1V—rtlfi-74f--v -I I I Detached Garage Building Section 3 �3T=1 '-0" ATTIC ACESS HATCHES SEE FLOOR PLAN FOR ATTIC ACCESS HATCH LOCATION ROOF RIDGE VENTS SEE ROOF PLAN FOR ALL RIDGE VENT LOCATIONS & ROOF VENT CALCULATIONS BIRDBLOCK VENTS @ ALL EAVES (TYP) — BUILDER NOTE: TOP PLATE OF GARAGE IS TO ALIGN w/ TOP PLATE @ EXISTING HOUSE. OVERHANG OF ROOF @ GARAGE IS TO MATCH OVERHANG @ EXISTING HOUSE SEE FLOOR PLAN SHEET FOR ALL EXTERIOR DOOR & WINDOW SIZE & TYPE INFORMATION EXTERIOR WALL SEE WALL CONSTRUCTION ASSEMBLY NOTES @ RIGHT FOR EXTERIOR WALL CONSTRUCTION 4" CONCRETE SLAB (w/ CRACK CONTROL JOINTS) OVER COMPACTED GRAVEL BASE OVER COMPACTED FILL NEW DETACHED GARAGE Scale 3/8" = V-0" 0' 12' 3' 4' FOUNDATION WALL FOOTINGS SEE STRUCTURAL DRAWINGS FOR WIDTH & DEPTH OF ALL FOUNDATION WALL & WALL FOOTINGS (TYP) GARAGE ROOF / ATTIC VENTILATION BIRD BLOCK VENTS @ ALL EAVES AND RIDGE VENTS AT LOCATIONS AS SHOWN ON ROOF PLAN. SEE ROOF VENT CALCULATIONS ON ROOF PLAN 1/300th ATTIC AREA ROOF VENTILATION W/ 1/2 AT EAVE LINE AND 1/2 AT RIDGE VENTS. PROVIDE CROSS VENTILATION. 1" MIN. AIRSPACE ABOVE INSULATION ABOVE PER SECTION 1505.3 MIN. 3 SQ. FT. PROVIDE WIND BAFFLE W/ 1" AIRSPACE ABOVE ATTIC INSULATION. EXTEND TO A POINT 12" VERTICALLY ABOVE INSULATION. TYPICAL GARAGE ROOF CONSTRUCTION CONTRACTOR SHALL INSTALL A 30 YEAR ASPHALT COMPOSITION SHINGLES w/ COLOR AND MANUFACTURER SELECTION BY OWNER; OVER OWENS CORNING PROARMOR 42-IN X 286-FT 1000-SQ FT SYNTHETIC ROOF UNDERLAYMENT OVER SHEATHING (AS SCHEDULED BY STRUCTURAL ENGINEER OVER SCHEDULED FRAMING MEMBERS. ALL ROOF VALLEYS SHALL HAVE A 36" WIDE CONTINUOUS STRIP OF GRACE SELECT 25 MIL PEEL- N-STICK MEMBRANE (EQUALLY SPACED AT CENTERLINE OF ROOF VALLEY) AND DARK BRONZE METAL VALLEY FLASHING REFER TO ROOF PLAN FOR ALL STRUCTURAL FRAMING SIZES. REFER TO STRUCTURAL GENERAL NOTES FOR PANEL NAILING INSTRUCTIONS AND ATTACHMENT INFORMATION ON ALL STRUCTURAL MEMBERS. REFER TO ROOF FRAMING PLAN FOR ALL HOLD DOWN TIES OR CLIPS. ROOF LIVE LOAD PER STRUCTURAL DRAWINGS. BRACE WALLS PER 2018 INTERNATIONAL RESIDENTIAL CODE ROOF GUTTER CONSTRUCTION REFER TO ROOF PLAN FOR NOTES ON ROOF GUTTERS AND DOWNSPOUTS. GARAGE WALL CONSTRUCTION 1/2" PTD. GYPSUM WALLBOARD AT INTERIOR FACE OF WALL WITH 2x4 @ 16" O.C.. EXTERIOR FACE OF WALL SHALL BE PRE - PRIMED AND PAINTED CEDAR HORIZONTAL LAP SIDING (TO MATCH SIDING @ EXISTING HOUSE) OVER TYVEK WEATHER RESISTIVE BARRIER OVER 1/2" EXT. PLYWOOD SHEATHING. WALL ANCHORING UNLESS SHOWN OTHERWISE ON STRUCURAL OR FRAMING DRAWINGS, BOLT APPROVED MUD SILL (PER SEC 2317.4 TO TOP OF CONC. WALL W/ 5/8" x 10" ANCHOR BOLTS @ 4'-0' O.C. & V-0" O.C. FROM EACH SPLICE PER SEC 1806.5. PROVIDE TERMITE SHIELD AT MUDSILL CONCRETE FLOOR SLAB ALL CONCRETE SLABS SHALL HAVE SMOOTH FINISH AND SHALL BE A MINIMUM OF 4" THICK OVER UNDERSLAB VAPOR RETARDER (STEGO WRAP 15 MIL. REINFORCED PLASTIC) OVER 4" FREE DRAINAGE GRAVEL (W/ NO FINES). SEE STRUCTURAL DRAWINGS FOR REINFORCING AND MIX INFORMATION. CONCRETE FLOOR SLAB - ALL CONCRETE SLABS SHALL HAVE SMOOTH FINISH AND SHALL BE A MINIMUM OF 4" THICK OVER UNDERSLAB VAPOR RETARDER (STEGO WRAP 15 MIL. REINFORCED PLASTIC) OVER 4" FREE DRAINAGE GRAVEL (W/ NO FINES). SEE STRUCTURAL DRAWINGS FOR REINFORCING AND MIX INFORMATION. III vv est mevanon 4�1�/=1 '-0" Scale 1 " = 4'-0" 0' 2' 4' 8' \RAGE IS TO ALIGN w/ STING HOUSE. DOF @ GARAGE IS TO IG @ EXISTING HOUSE Tor) Plate 0• -loor Plan 0.00 wer Level 8.36 Carl J. Colson - Architect PLLC 2502 Washington Blvd, Anacortes, WA 98221 425-773-4392 wwwCarIColsonArchitect. com Residential Architecture Goodman Residence Remodel &Detached Garage Addition Pro-ject Address 16624 72nd Ave W Edmonds, WA Proiect Clients & Proiect Annlicants Michelle & Bill Goodman 16624 72nd Ave. W Edmonds, WA 98020 Sheet Title Proposed South & West Exterior Elevations RESUB^ Garage Sectio !DMONDS DEVELOPMENT SERVICES DEPARTMENT 753 REGISTERED 4 ARCHITECT CARL J. COLSON S ATE OF WASHINGTO Building Permit Drawings Submitted for Building Permit 7-26-2023 Revised Per City Request 3-4-2024 Document Set Type: Revision Schedule Rev. # Date Description DRAWING USE NOTIFICATION This set of drawings is being issued as a Progress or Permit Set of Drawings and is subject to change and adding of additional information and drawings as required by review of the Building Department in the jurisdiction where this project is located. DO NOT USE THIS DRAWING FOR CONSTRUCTION UNLESS THIS DRAWING HAS A BUILDING DEPARTMENT "APPROVED" STAMP APPLIED BY THE BUILDING DEPARTMENT UPON COMPLETION OF THE PERMIT REVIEW PROCESS. Do not use this drawing for Bidding or Estimating Purposes unless authorized by Client. During Construction Phase, the Clients General Contractor (Builder) or Developer shall be responsible for ensuring that all Construction Personnel of the General Contractor and all Subcontractors are supplied with all Approved and most current documents. ARCHITECTURAL COPYRIGHT This sheet of drawings may not be reproduced in any form without prior approval of Carl J. Colson - Architect PLLC. These document, the ideas, and designs incorporated herein as an instrument of service shall remain the property of Carl J. Colson - Architect PLLC and are solely for the use on this project only. These files, drawings, ideas, or designs may not be tramsmitted electronically without express permission of Architect. They are not be used by the client or any other party or entity on other projects, in whole or part, or as an extension to this project except by agreement in writing with appropriate financial compensation to Carl J. Colson - Architect PLLC. Copyright Carl J. Colson - PLLC, 2023. All rights reserved. O Project Number Architectural Sheet Issue Date Drawings 03/08/23 Drawn By Author Scale Proposed South & West Exterior Elevations As indicated � 6, ?PWD ctio9/8/2024 3:23:52 PM www.CarIColsonArchitect.com