Loading...
APPROVED ENG BLD PLN FIR RESUB2 BLD2024-1450+Architectural_Plan & SITE+2.25.2025_1.21.19_PM+4779268COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE � � 1 Approved with Conditions Fire Marshal Chris Burt 02/26/2025 PLAN REVIEW NOTES: APPROVED WITH CONDTIONS. 1. ENSURE FIRE EXTINGUISHERS HAVE BEEN SERVICED IN LAST 12 MONTHS. SERVICE TAG REQUIRED. 2.4 INCH ADDRESS NUMBERS IN CONTRASTING COLOR TO THIER BACKGROUND AND VISIBLE FROM THE STREET ARE REQUIRED ON THE HOME. NOTE: IF PATIENT OCCUPANCY LEVEL IS ABOVE 6 A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED. RCW 70.128.066. DFM BURT 1 CONSTRUCTION & DEMOLITION 1 MATERIAL MANAGEMENT 1 PER THE REQUIREMENTS OF IRC APPENDIX Y APPLY TO THIS PROJECT. PROVIDE THE 1 REQUIRED REPORTS INCLUDING THE FOLLOWING: 1 ■ SALVAGE ASSESSMENT j ■ WASTE DIVERSION REPORT 1 ■ SEPARATE CONTAINERS 1 .. NN .. NN .. .. .. .. .. NN .. NN .. .. .. .. .. NN .. NN .. .. NN.. NN.. NN.. NN.. WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. 1 REFER TO 2021 IRC R314 AND R315 FOR MORE 1 INFORMATION. No 1 ■ OBTAIN A SEPARATE •. 1 ■ PLUMBING PERMIT ■0 1 FROM THE CITY OF ; • EDMONDS. ■ 1 ■ 1 Applicant shall repair/replace all ' 1 damage to utilities or frontage ; improvements in City right-of-way OBTAIN ELECTRICAL ■ per city standards that is caused or occurs during the permitted project. ; 1 PERMIT FROM ENGINEERING DIVISION STATE LABOR & APPROVED AS NOTED 1 MY 03/05/2025 •. INDUSTRIES VV 1 A.F.H GENERAL NOTES R330.10 Stair treads and risers. Stair treads and risers shall be constructed in accordance with Section R311.7.5. Handrails shall be installed in accordance with Section R330.10.1. R330.10.1 Handrails for treads and risers. Handrails shall be installed on both sides of treads and risers numbering from one riser to multiple risers. Handrails shall be installed in accordance with Sections R311.7.8.1 through R311.7.8.4. R330.11 Shower stalls. Where provided to meet the requirements for bathing facilities, the minimum size of shower stalls for an adult family home shall be 30 inches deep by 48 inches long. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE CityOf Edmonds Building Department Work AFH - GARAGE CONVERSION Address 8414 MAPLE LN Owner ZEGEYE -------------------------------------------------- Approved Date: 03/03/ 5 Building Official Permit Number; BLD2024-1450 Al WAC 51-51-0330 Section R330-Adult family homes. R330.1 General. This section shall apply to all newly constructed adult family homes and all existing single family homes being converted to adult family homes. This section shall not apply to those adult family homes licensed by the state of Washington department of social and health services prior to July 1, 2001. R330.2 Reserved. R330.3 Sleeping room classification. Each sleeping room in an adult family home shall be classified as: 1. Type S - Where the means of egress contains stairs, elevators, or platform lifts. 2. Type NS1 - Where one means of egress is at grade level or a ramp constructed in accordance with R330.9 is provided. 3. Type NS2 - Where two means of egress are at grade level or ramps constructed in accordance with R330.9 are provided. p R330.4 Types of lockingdevices and door activation. All bedroom and bathroom doors shall be openable from the outside when locked. Every closet shall be readily openable from the inside. Operable parts of door handles, pulls, latches, locks, and other devices installed in adult family homes shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Pocket doors shall have graspable hardware available when in the closed or open position. The force required to activate operable parts shall be 5.0 pounds (22.2 N) maximum. Required exit doors shall have no additional locking devices. Required exit door hardware shall unlock inside and outside mechanisms when exiting the building allowing reentry into the adult family home without the use of a key, tool or special knowledge. R330.5 Smoke and carbon monoxide alarm requirements. All adult family homes shall be equipped with smoke and carbon monoxide alarms installed as required in Sections R314 and R315.1. Alarms shall be installed in such a manner so that the detection device warning is audible from all areas of the dwelling upon activation of a single alarm. ALL SMOKE DETECTORS TOBE HARD WIRED AND INNER CONNECTED. WITH BATTERIE BACKUP R330.6 Escape windows and doors. Every sleeping room shall be provided with emergency escape and rescue windows as required by Section R310. No alternatives to the sill height such as steps, raised platforms or other devices placed by the openings will be approved as meeting this requirement. R330.7 Fire apparatus access roads and water supply for fire protection. Adult family homes shall be served by fire apparatus access roads and water supplies meeting the requirements of the local jurisdiction. R330.8 Grab bar general requirements. Where facilities are designated for use by adult family home clients, grab bars for water closets, bathtubs, and shower stalls shall be installed according to this section. R330.8.1 Grab bar cross section. Grab bars with a circular cross section shall have an outside diameter of 1 1/4 inch minimum and 2 inches maximum. Grab bars with noncircular cross section shall have a cross section dimension of 2 inches maximum and a perimeter dimension of 4 inches minimum and 4 5/8 inches maximum. Certified on 2/20/2023 WAC 51-51-0330 Page 1 R330.8.2 Grab bar installation. Grab bars shall have a spacing of 1 112 inch between the wall and the bar. Projecting objects, control valves and bathtub or shower stall enclosure features above, below and at the ends of the grab bar shall have a clear space of 1 112 inch to the grab bar. EXCEPTION: Swing -up grab bars shall not be required to meet the 1 1/2 inch spacing requirement. Grab bars shall have a structural strength of 250 pounds lied 9 p applied at any point on the grab bar, fastener, mounting device or supporting structural member. Grab bars shall not be supported directly by any residential grade fiberglass bathing or showering unit. Acrylic bars found in bathing units shall be removed. Fixed position grab bars when mounted shall not rotate spin or p 9 p move and have a graspable surface finish. R330.8.3 Grab bars at water closets. Water closets shall have grab bars mounted on both sides. Grab bars can be a combination of fixed posit on and swing -up bars. Grab bars shall meet the requirements of p 9 p q Section R330.8. Grab bars shall mount between 33 inches and 36 inches above floor grade. Centerline distance between grab bars, regardless oftype used shall be between 25 inches minimum and 30 inches maximum. R330.8.3.1 Fixed position grab bars. Fixed position grab bars shall be a minimum of 36 inches in length and start 12 inches from the rear wall. R330.8.3.2 p9 Swing -up -u grab bars. Swin -up9 m grab bars shall be a minimum 9 of 28 inches in length from the rear wall. R330.8.4 Grab bars at bathtubs. Horizontal and vertical grab bars shall meet the requirements of Section R330.8. R330.8.4.1 Vertical grab bars. Vertical grab bars shall be a minimum of 18 inches long and installed at the control end wall and head end wall. Grab bars shall mount within 4 inches of the exterior of the bathtub edge or within 4 inches within the bathtub. The bottom end of the bar shall start between 36 inches and 42 inches above floor grade. EXCEPTION: The required vertical grab bar can be substituted with a floor to ceiling grab bar meeting the requirements of Section R325.8 at the control end and head end entry points. R330.8.4.2 Horizontal grab bars. Horizontal grab bars shall be provided at the control end, head end, and the back wall within the bathtub area. Grab bars shall be mounted between 33 inches and 36 inches above floor grade. Control end and head end grab bars shall be 24 inches minimum in length. Back wall grab bar shall be 36 inches minimum in length. R330.8.5 Grab bars at shower stalls. Where shower stalls are provided to meet the requirements for bathing facilities, grab bars shall meet the requirements of Section R330.8. EXCEPTION: Shower stalls with permanent built-in seats are not required to have vertical or horizontal grab bars at the seat end wall. A vertical floor to ceiling grab bar shall be installed within 4 inches of the exterior of the shower aligned with the nose of the built-in seat. R330.8.5.1 Vertical grab bars. Vertical grab bars shall be 18 inches minimum in length and installed at the control end wall and head end wall. Vertical bars shall be mounted within 4 inches of the exterior of the shower stall or within 4 inches inside the shower stall. The bottom end of vertical bars mount between 36 inches and 42 inches above floor grade. Certified on 2/20/2023 WAC 51-51-0330 Page 2 R330.8.5.2 Horizontal grab bars. Horizontal grab bars shall be installed on all sides of the shower stall mounted between 33 inches and 36 inches above the floor grade. Horizontal grab bars shall be a maximum of 6 inches from adjacent walls. Horizontal grab bars shall not interfere with shower control valves. R330.9 Ramps. All interior and exterior ramps, when provided, shall be constructed in accordance with Section R311.8 with a maximum slope of 1 vertical to 12 horizontal. The exception to Section R311.8.1 is not allowed for adult family homes. Handrails shall be installed in accordance with Section R330.9.1. R330.9.1 Handrails for ramps. Handrails shall be installed on both sides of ramps between the slope of 1 vertical to 12 horizontal and 1 vertical and 20 horizontal in accordance with Sections R311.8.3.1 through R311.8.3.3. GENERAL NOTES eMD IS THE AUTHOR OF THESE PLANS AND CLAIMS A COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE AND ALL APPLICABLE TREATIES AND FOREIGN LAWS. THESE COPYRIGHTED DRAWING FILES ARE TO BE USED FOR REFERENCE ONLY. eMD WILL TAKE NO RESPONSIBILITY FOR ANY CHANGES MADE TO THESE DOCUMENTS BY ANOTHER PARTY AND NO LICENSE IS GIVEN FOR TRANSFER OF THESE COPYRIGHTS TO ANOTHER PARTY. CONTRACT GENERAL NOTES THESE GENERAL NOTES PERTAIN TO THE WORK DESCRIBED ON ALL CONTRACT DOCUMENTS. A.THE WORK COMPRISES THE COMPLETED CONSTRUCTION REQUIRED BY THE CONTRACT DOCUMENTS AND INCLUDES ALL LABOR NECESSARY TO PRODUCE SUCH CONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TO BE INCORPORATED IN SUCH CONSTRUCTION. B.THE CONTRACT DOCUMENTS CONSIST OF THE OWNER -CONTRACTOR AGREEMENT THE CONDITIONS OF THE CONTRACT (GENERAL, SUPPLEMENTARY, AND OTHER CONDITIONS), THE DRAWINGS, THE SPECIFICATIONS, AND ALL ADDENDA ISSUED PRIOR TO AND ALL MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT. C.ALL WORK IS TO CONFORM WITH THE CONTRACT DOCUMENTS. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT WITH THE DESIGNER BEFORE PROCEEDING WITH CONSTRUCTION. D. SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES ARE NOT PART OF THE CONTRACT DOCUMENTS. THE DESIGNER WILL REVIEW THEM, BUT ONLY FOR CONFORMANCE W ITH THE DESIGN CONCEPT OF THE WORK AND W ITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE DESIGNER'S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES. E. THE CONTRACTOR SHALL PURSUE WORK IN A CONTINUOUS AND DILIGENT MANNER TO INSURE THE TIMELY COMPLETION OF THE PROJECT. F. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS/HER BEST SKILL AND ATTENTION, HE/SHE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. G. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE DESIGNER ANY ERROR, INCONSISTENCY OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCH A PORTION OF THE WORK. H. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM THE ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS/HER OPERATIONS. AT THE COMPLETION OF THE WORK, HE/SHE SHALL REMOVE ALL HIS/HER WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL HIS/HER TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND SURPLUS MATERIALS. I. WHERE CONFLICTS OCCUR, COORDINATE THE LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS, TELEPHONES, AND ELECTRICAUCOMMUNICATION OUTLETS AND SWITCHES WITH THE DESIGNER IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. J. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO BE FREE FROM DEFECTS FOR A MINIMUM OF ONE YEAR FROM THE ATE OF FINAL ACCEPTANCE, AND PROMPTLY REMEDY SUCH DEFECTS AND ANY SUBSEQUENT DAMAGE CAUSED BY THE DEFECTS OR REPAIR THEREOF, AT NO EXPENSE TO THE OWNER. GUARANTEE PERIODS OF GREATER THAN ONE YEAR MAY BE REQUIRED AND CONTAINED WITHIN THE CONTRACT DOCUMENTS. K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF HIS/HER EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING ANY WORK UNDER A CONTRACT W ITH THE CONTRACTOR. L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR PROTECTION OF ALL EXISTING AND PROPOSED PIPING, UTILITIES STRUCTURES ADJACENT STREETS AND IMPROVEMENTS DURING THE PERIOD OF CONSTRUCTION. M. WHERE PRE -MANUFACTURED OR PREFABRICATED ITEMS AND/OR MATERIALS ARE TO BE INSTALLED -THE CONTRACTOR SHALL VERIFY ROUGH OR FINISHED DIMENSIONS IN THE FIELD PRIOR TO PURCHASE OR FABRICATION. N. WHERE ANY ITEM AND/OR MATERIAL IS INDICATED IN THE CONTRACT DOCUMENTS, AND NOT NECESSARILY DETAILED IN EACH SPECIFIC CASE, BUT IS REQUIRED FOR A COMPLETE AND PROFESSIONAL INSTALLATION SUCH ITEM AND/OR MATERIAL SHALL BE PROVIDED AS IF SHOWN AND DETAILED IN FULL. PROVIDE MEANS TO FURNISH AND INSTALL O. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES, AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. P. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE CONTRACT DOCUMENTS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL BE REVIEWED BY THE DESIGNER. Q. ALL WORK SHALL BE PERFORMED WITHIN STRICT CONFORMANCE TO THE MINIMUM STANDARDS OF THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL LAWS, REGULATIONS, AND ORDINANCES. R. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL SAFETY DURING CONSTRUCTION AND ALL WORK SHALL CONFORM TO PERTINENT SAFETY REGULATIONS. S. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, AND PLUMBING INCLUDING ALL PIPING, DUCT WORK AND CONDUIT. COORDINATE ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF THE ABOVE EQUIPMENT. T. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT, UTILITIES, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. U. WHERE CONFLICT IS ENCOUNTERED BETWEEN THE CONTRACT DOCUMENTS THAT WILL MATERIALLY AFFECT THE QUALITY OR EXTENT OF THE WORK, SUCH CONFLICT SHALL BE RESOLVED TO THE SATISFACTION OF THE DESIGNER BEFORE THE AFFECTED ITEMS AND/OR MATERIALS ARE PURCHASED, FABRICATED, AND/OR INSTALLED. SITE PLAN NOTES ADDRESS: 8414 MAPLE LN, EDMONDS, WA 98026 PARCEL #: 27043100204200 LEGAL DESCRIPTION: SEC 31 TWP 27 RGE 04 1. THIS IS NOT A LEGAL SURVEY. PROPERTY DESCRIPTION INFORMATION ON THIS SHEET FOR GENERAL USE ONLY. 2. CONNECT UTILITY EXTENSIONS TO EXISTING UTILITIES. CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS. 3. NO SITE DISTURBANCE PROPOSED. NOTES NOTE: 2021 IRC R310.1 Emergency Escape and Rescue Opening Required Basements, habitable attics and every sleeping room shall have not less than one operable emergency escape and rescue opening. 2021 IRC R310.2.1 Minimum Opening Area Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. Exception: Grade floor or below grade openings shall have a net clear opening of not less than 5 square feet 2021 IRC R310.2.2 Window Sill Height Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. NOTE: 907.2.10.5 Interconnection Where more than one smoke alarm is required to be installed within an idividual dwelling unit or sleeping unit in Group r or 1-1 occupancies, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activete all of the alarms in the individual unit. Physical interconnection of smoke alarms shall not be required where listed wireless alarms are installed andall alarms sound upon activation of one alarm. The alarm shall be clearly audible in the all bedrooms over background noise levels with all interventing door closed. SYMBOL NOTATION NCR-H ARRCrA1 0 PROPERTY CORNER g n + -� r■p SPOT ELEVATION 12 LEVELELEVATION 3 0..0. _ 1 1. SLOPE BUILDING SECTION k - 12} A9.1 CUT h 12 A9.1 WALLSECTIONCLIT 12 Wv DETAIL CALLOUT . 72 X)D F RAMING (ROUGH MEMBER;. ASPHALT X]D F RAMING TERRU PTED MEMBER( BATT INSU CATION IU NG HEIGHT BRICK CMU BLOCK OF SLOPE OF SLOPE PLAN CONCRETE OR SYMBOL BJt 4OOhVSYMBOLI GRADEIEARTH :ESSORY SYM ROL GRAVEL PROPOSED GYPSUM 90ARD CONTOURUNE FYlrnhr. GYPSUM SHEATHING mow. PROPERTY LINE BOARD 2 A9.1 -0 ELEVATION BUBBLE A PLYWOOD SHEATHING � � VVCHLINE B NAME _ CENTERUNE RIGID INSULATION ROOM NAME & NUMBER SAND f MORTER: �^ �H PHO NE LINE - - - - - - PLASTER ' L REVISIONCLOUD& GG GAS UNE STEEL NUMBER CHANGE N FLOOR E E ELECTRICAL U NE STONE -IL� E JC0.RPET MATERIAL X X FENCE LINE TECIFUM JSS �s SANITARY SEWER 'MOODRNISH + GRID LINES TV�� -ELEVIS❑ IC�NLINE GLASS WW WATER LINE ENERGY CREDIT a=htlwehpge^in .mweebw ag ^a°=^ hs h=ie^t^p k^ �mrabieg^og2lt e .,thl ;' Snohomish County Online Government Information & Services I)I M1e n pm imnm her" pan 1,ere ¢l fo;mstetltbuiltl rig air leakage, -show the pwlitying tentiUbon system antl %mrtml zequenre n bnn asmallD Structure Information a. �li�........._.........._......_........................._...._.._______so�, I'ng tin zqua Close Window mn g �grearcrwn sy rea alnemee naor area bm rs e General Descr' fion p __sprw,m D, Pmcel Namber 27043100204200 R01 mg-n �. mea a.m .. being �n Dk zoa __. _atsaagna re 31-1 Class Dw Hft e pa-� s¢cipn g4oa.aana r�eemu bn g oz rm. d44ma,=p p m, rtn m -- a-e4- Noting sysmm wing a nmtprimp mxmee¢teevas=aw�astvr aae q�ipnnrc swdumTypl; 1 emry z Ilstetlnmrahk G03a.znl m inim.re,Hall,earoigq�wieee Melamrregtanmara c- con+Fn umu a nen�r oo�ok�m ma. .. atanaarea hr m,aue 4ma.asw+m�b�tHezan ss 0 Year Built 1969 .. .e��n�eioe�e4�aa�e�e�a3w�metal�ngm���apm ss spl k system heat pumps vriM no ekrnk reisnnce M1eaaing in me primary Bang SDF of lO SM1all be sized and Iletl p tle hemmenwMaminimumH m u«pl�,:mhmres wrch coral M1eminglaaasorz4, - a.n° I1b gm..;mnn,ninal atmgs ofz4.aoomless. me m�n�mnm HspFmea,mm.. newt z nar t ,ry o psirymermtion hems e heatea uoneaaa raknlato� m� urern�nimnmrtrypel:I.me minimum waterhea�terg+yh �'isM1allu mlaEe aria oFMemllo-i�g EnagySerratal gas arpropane solar- I,—I,—a eertifimtipn 5.4 snmm rM1 n , g pplaneneng amlmmom sanaa M1mter.5a6r-na M1otl%agll g5a 20mtwM1 basetl mme5ahr gaangaM mtetl minimum savings pl mermsk1h [oryaatipn 15RCq mnual Pclprmanm or Oe-3bo CmifiMSdarwma Heating g.o M bygrpuMspurm M1=aF pump meeting the r yuiremen¢ofapiim, 3.0. mt o pualRy m tlz tM1is veJit. me Guiltling permtt Jrsvi,es zh all spetily the option hang sek=tetl and stall ytecfy re9u,pmem type an mrympnna EMerror Feature Fomdatlon C­­CM CB Exterior Siding-L.p ROOF Types Gable Pitch Medium C.- Composltio. Inferior Feafures Bedzaoms 3 Full of 314 Baths 2 l/2 Baths 0 Heat Heat Pump Fireplace Masonry ft pl- FlpprAr9g Fhwr 1 Base SF 1574 Fl di had SF 1574 Ga s Ca oRs andmaor oufbuildin s ABachM Garage SF 620 VICINITY MAP SEATTLE HEIGHTS 9, ztzthstsw 0 2umstsw LOCATION 3 v Way t Swedish Edmands Campus WInCo Foods' 22oth St SW r 9 Ranch Market Esperance ommunity Health Center of Snohomish County- E... feway math St SW 3 Y <' Regal C M NE+405tf PSt� ©`R'o'lyrood JCostco Wholesale q N2116tn SI_ ECHO LAKE Google 226th St Evei Pla lke Teri on Pavi Maur Teri �2°6th St SW 0 r BALL MIN PROJECT OWNER: ERMIYAS WOLDEAREGAY & REBECA ZEGEYE DESIGNER: ERMIAS HAILU ermias@emddesignpractice.com emddesignpractice.com PROPERTY INFO ADDRESS: 8414 MAPLE LN, EDMONDS WA 98026 APN: 27043100204200 LOT: SEC 31 TWP 27 REG 04 ZONE: RS-8 SHEET INDEX A0.1 TITLE SHEET A1.0 SITE PLAN A2.1 DEMO PLAN A2.2 FLOOR PLAN/ SECTION A3.1 ELEVATION A9.1 DETAIL CODES BASED ON THE 2021 I.R.C, 2021 UPC, 2021 WA STATE ENERGY CODE, AND 2021 WA STATE AMENDMENTS OCCUPANCY GROUP SFR CONSTRUCTION TYPE VB FLOOR AREA (SF) LIVING GARAGE EXIST. MAIN LEVLE 1,574SF GARAGE EXIST- ATT. 620SF) ( CONV. GARAGE 620SF TOTAL LIVING AREA 2,194SF OSF REQUIRED SEPARATION NO # OF STORIES 1 FULLY SPRINKLERED NO ENERGY NOTES ENERGY CODE COMPLIANCE SHALL BE AS PER THE WASHINGTON STATE ENERGYCODE 2021. MINIMUM INSULATION (R) VALUES OR U VALUES OF COMPONENTS SHALL BE AS FOLLOWS: GLAZING, VERTICAL (U-VALUE) 0.28 MIN. DOOR, ENTRANCE (U-VALUE) 0.28 MIN. CEILING INSULATION (ATTIC) R-60 MIN. CEILING INSULATION (VAULTED) R-60 MIN. INSULATED WALLS R-20+10 MIN. SLAB EDGE R-10 FLOOR R-38 ENERGY CREDIT NOTES (5.0 CREDITS NEEDED): 1. OPTION 1.1 (CREDIT 0.5) EFFICIENT BUIL. ENVEL 2. OPTION 3.7 (CREDIT 2.0) HIGH EFFICIENCY HVAC EQUIPMENT HSPF 10.0 HEAT PUMP (1.5) 3.OPTTION 5.4 (CREDIT 1.0) EFFICIENT W/H GAS ,I APPROVED BY P ANNING Feb 2 2025 06 Z O N U)CO O W Q Z O U r n� V 0 r n■ V! W Z O 1 O rI- n V W W 7^ Z 5 J oC J W W J QO Q U- � W W iii WZ T � - co UEF 0.91 W U_ LO z Ln LU N N PROJECT DESCRIPTION U Q LL (Garage conversion ): For the purpose use for AFH (Adult Family Home). These works will be conducted only on the existing garage and interior modification. The work involves modifying the existing for Z garage an additional (sleeping area with 1/2 bath), a new / rt main bathroom. rvn V / W DEFERRED SUBMITTALS Q ,� 0 ELETRICAL, HVAC/MACHANICAL FIXTURES n i p 0 w CI) i- W W " RESUB Feb 25 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O Q Lu U_ i- U Q D- Z 0 UJ COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE MAPLE LN. EXIST. DRANIAGE PARKING PARKING -----————————————— — — — --- —------; — +100. ,- ad +99.7 BI� 4a'. A ad da I <>0 LL (E) BRUSH PLANS. °.(E) COURT , `I TYP 200SF: a , 4 0 a d a _I °. (E) ATT. GARAGE AREA OF WORK X I d DN a INTERIOR ONLY) 620SF I- � I l II X1 !ram NOTE: I NO PROPOSALS OF ANY TREE REMOVAL & SITE DISTURBANCE I I (E) 4' CHAINLINK FANCE, TYP. I I I I L n SITE PLAN 1 " = 10,-0,, (E) PATIO 230SF (E) BRUSH PLANS. TYP —X— —X — — 80.0' PROPOERTY LINE EXIST. RES. PN#: 27043100204500 (E) SEWER M.H SATUM POINT +100 TOP OF SS MANHOLE COVER i \W 00 LOT COVERAGE SITE AREA EXISTING RESIDENCE EXISTING ATTCH. GARAGE TOTAL TOTAL COVERAGE 10,890SF 1,574S F 620S F 2,194SF 2,194 / 10,890 = 18% SITE PLAN NOTES ADDRESS: 8414 MAPLE LN, EDMONDS, WA 98026 PARCEL #: 27043100204200 LEGAL DESCRIPTION: SEC 31 TWP 27 RGE 04 1. THIS IS NOT A LEGAL SURVEY. PROPERTY DESCRIPTION INFORMATION ON THIS SHEET FOR GENERAL USE ONLY. 2. CONNECT UTILITY EXTENSIONS TO EXISTING UTILITIES. CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS. 3. NO SITE DISTURBANCE PROPOSED IMPERVIOUS SURFACE CALC. SITE AREA 10,890SF EXISTING RESIDENCE ROOF OUTLINE 2,806SF EXISTING COURT 200SF EXISTING PATIO 230SF EXISTING WALKWAY 154SF EXISTING DRIVWAY SUBTOTAL 3,390SF HEIGHT CALC. DATUM= 100.00 TOP OF SS MANHOLE COVER A= 100 B= 99.7 C= 99.7 D= 100 AVERAGE GREADE = 99.85 ACTUAL 113.35 MAX. 124.85 z O (c) c\j V) O co Ir Cy) \W Q z O ^ W U wz z O crO 2 W F-- 0 W >- —w z J J Q W W ^ ^J n QO Q ULLJ� � W W LLJ I-- z T 000 U Q zo o Lor w ' � OC Lu w Lu RESUB zR Feb 25 2025 J CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT r n V ui O 0 0 r ►� w �w W U F- U Q cc Z 0 W w 0 COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE (E) PATIO (E) STORAGE (E) DRIVEWAY i EXIST. MAIN LEVEL & DEMO PLAN 1/4" = 1'-0" DEMOLITION NOTES I. ALL DEMOLITION WORK SHALL BE PERFORMED WITH "DUE CARE AND DILIGENCE" SO AS TO PREVENT THE ARBITRARY DESTRUCTION OF ADJACENT CONSTRUCTION DESIGNATED TO REMAIN. 2. CARE SHALL ALSO BE TAKEN TO PREVENT THE INTERRUPTION OF CONCEALED UTILITIES WHICH ARE TO REMAIN. 3. ANY UTILITIES DISCOVERED DURING THE DEMOLITION PROCESS WHICH HERE PREVIOUSLY UNIDENTIFIED SHALL BE REPORTED TO THE DESIGNER 3EFORE REMOVAL OR DISCONNECTION. t. REMOVE ALL EXISTING CONSTRUCTION AS DESIGNATED ON DEMOLITION PLAN. i. PATCH EXISTING CONSTRUCTION TO REMAIN TO MATCH EXISTING ADJACENT CONSTRUCTION AND FINISHES UNLESS NOTED OTHERWISE. 3. WHERE EXISTING DOORS AND WINDOWS ARE DESIGNATED TO BE REMOVED, 'ATCH OPENING WITH CONSTRUCTION TO MATCH EXISTING ADJACENT CONSTRUCTION UNLESS NOTED OTHERWISE. 7. ALL EQUIPMENT SUCH AS PLUMBING FIXTURES, ELECTRICAL FIXTURES AND QUIPMENT, MECHANICAL EQUIPMENT, AIR CONDITIONING UNITS, ETC., TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER OR STORED AS DIRECTED 3Y THE OWNER. WALL LEGEND EXISTING TO REMAIN U.N.O. DEMOLISHED U.N.O. z O (c) c\j c/) o 00 oC w Q z O c/) U r) wz z O �O � �� o Qa w —w z J J Q w w J -Ir n QO Q U� � m Lu "t w I-- z T 000 w U_ U z z Ln w cn RESUB zR Feb 25 2025 J CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT r n V w o r z CV w w cl)o w U U Q cc z 0 w 0 i 2X8 916" O.0 2X8 916" O.0 2X8 916" O.0 2X8 916" O.0 EQ EQ EQ EQ FLAT 2x6 P.T. SUPPORT TYP. ATTACH PER DETAIL n RAISEDr FLOOR FRAM @ GARAGE 1/4 = 1 0 (N) R-60 INSUL. THROUGH Q OUT THE ATTICJTYP. �- �' � NEW CURB PER DETTAIL (E) ROOF (E) HDR. TO REMAIN (N) WINDOW (N) WALL PERLEGEND 1/2" ANCHOR BOLTS @ 6FT OC. EMBE. 7"MIN. INTO CURB. USE SCREW ANCHORS INTO SLAB WHERE CURB IS LESS THEN 7' TALL. USE 3"X3"X0.25" PLAT WASHER 2X6 P.T PLATE NEW CURB MIN. 6" WIDE X 6" HIGH. MAXIMUM HEIGHT SHALL EQUAL HEIGHT OF EXIST. - STEMWALL 1 ' NOTCH JOISTS @ SUPPORT AS - REQUIRED _ Q' #4@18"O.0 EPDXY EMBED 4" -_ INTO STEM WALL BELOW (E) FOUND. Section 1 VENT CALC. VENTING REQUIRED: 1/150SF GARAGE ROOF: ATTIC SF: 620SF/150SF=4.1 EAVE VENT: 22, BLOCK @ 0.204= 4.4 TOTAL VENTING PROVIDED= 4.1 SF > 4ASF, OKAY (E) ROOF (N) R-60 INSUL. THROUGH OUT THE ATTIC.TYP. A\ n - - - TOP PLAT 71_8" 5/8" GYP. B NOTE: ALL WOOD TOUCHING CONC. SHALL BE PRESSURE TREATED NOTE: VAPOR BARRIER TO BE ADDED FOR THE ENTIRETY (E) WALL IF 2X4 STUDS, OF THE NEW CONDITIONED FUR-OUTWITH 2X FRAMING SPACE TO ALLOW FOR R-21+5 BATT INSUL (N) NEW 3/4" T&G OSB O/2X8. W/ R-30 INSULL BATTS BTWN. TIGHT TO FLOOR DECKFLOOR JOIST FRAMING PER PLAN - - -MAIN LEVEL. � 01.0rn GARAGE LE L. ` r n -O - $ (E) S.O.G (E) FOUND. 6MIL VAPOR BARRIER REQUIRED ON TOP OF SLAB LAP SPLICES 12" MIN AND RUN 6" MIN UP TO SIDES. CONT FLAT 2x6 PT TYP ATTACH W/ THD37400 TITEN BOLTS @ 32" O.0 INTO (E) CONC. SLAB BELOW 5/8" GYP. B (N) BEDROOM F 4 Section 2 1/2" = 1'-011 TOP P_8" � 7'" 1 NOTE: ALL WOOD TOUCHING CONC. SHALL BE PRESSURE TREATED NOTE: VAPOR BARRIER TO BE ADDED FOR THE ENTIRETY OF THE NEW CONDITIONED SPACE (N) NEW 3/4" T&G OSB O/2X8. W/ R-30 INSULL BATTS BTWN. TIGHT TO FLOOR DECKFLOOR JOIST FRAMING PER PLAN MAIN LEVEL. � Or _ Orn 1 GARAGE LE L. C -Or -pin \, (E)SOG v CONT FLAT 2x6 PT TYP ATTACH W/ THD37400 TITEN BOLTS @ 32" O.0 INTO (E) CONC. SLAB BELOW 6MIL VAPOR BARRIER REQUIRED ON TOP OF SLAB LAP SPLICES 12" MIN AND RUN 6" MIN UP TO SIDES 18" H. VERT. GRAB BAR TO BE INSTALLED AT CONTROL END AND HEAD WALL OF C/) LU U W CO J Cn � 00 > � Q YZ _� J a W J LO co �IY �VENT1LA710N AND INDOOR AIR QUALITYREQUIREMENTS Q Whde House Ventilat\\ion (s) shall d accordin to Internal ono e ' 1505.4: Ventilation rate CFM = .O1 s ) + x ( of bedr +1)J but not less than 30 dm. Ventilation systemsshall provide minimumflows perTableM1505A.3(1) and adjusted per M 150 5.4.3.1 by coefficients of Tables M1505A.3(2) and MI505A.3(3) according to the formula Of = Or x Cq x Cf WHOLE HOUSE VENTILATION SYSTEM _ Exempt: Addition less than 500 sgJt. or Remodel only. Exhaust fan with 24-hr timer and fresh air inlets in each habitable room per IRC M1505A.1.2 - Integrated with forced air system per IRC M1505A.1.5 _ Balanced and Distributed _4_0 Supply fan per IRC Ml505A.1.3 1.5 Balanced and NOT Distributed - Balanced Supply and Exhaust fans per IRC M1505.4.1A _ NOT balanced and Distributed - Engineered design complying with IMC section403.8.10. _ NOT balanced and NOT distributed Specify local ion of Whde House Fan: NE,N FULL BATHROOM Size: 60 cfm__IZhrsJday Minimum Ventilation Rates' (rontmuouslyoperating systems) 1 RC 7'a ble 11i 1505.43(1) Floor Area Number of Bedrooms (a% ft) 0-1 2 3 4 > 4 < 500 30 30 35 45 50 501 -1,000 30 35 40 50 55 1 001- 1,500 30 40 45 55 60 1,501 - 2,000 35 45 50 60 65 2,001 - 2,500 40 50 55 65 70 2,501 - 3000 1 45 1 55 60 70 1 75 3 001- 3,500 50 60 65 75 1 80 3,501- 4,000 55 65 70 80 1 85 4,001- 4,500 60 70 75 85 90 4,501-- 5,000 65 75 80 90 95 MCI T■N& M19M A AMI WNn1 F.Nn11QF VFN711 AMON n11A1 ITY AR1UgTMFNT Ir` 1 SYSTEM TYPE DISTRIBUTED NOT DISTRIBUTED Mn. adfusled fan size (drn) BALANCED 1.0 1.25 60 NOT BALANCED 1.25 1.5 2019 Table M150S4.3131 INTERMITTENT WHOLE -HOUSE VENTILATION RATE FACTORS IC.1 Run time % in each 4-hoursegment Rate Multiplier Factor Mn. adjusted Fan Sizedm Specified Fan Sue (dm) 50% ( 2 hrs every 4 hrs: 12 hn; /day) 2 60 66% (2 his 40 min every 4 hm;16 hrs /day) 1.5 75% (3 hrs every 4 hrs; 18 hrs /day) 1.3 100%(caldnuouslyoperatng) 1.0 Whde h0Use e)Mau$t tan ahal nave a maximum song rating of 1.u, or install in -line duct fan located a mnmum 48 inches from intake grille opening. f (E) JE) PATIO FLOOR PLAN NOTES 1. ALL DIMENSIONS ARE FROM FACE -OF -STUD TO FACE -OF -STUD, AND FACE -OF -BLOCK TO FACE -OF -BLOCK. 21UMBER TO BE FOREST STEWARDSHIP COUNCIL CERTIFIED DOUGLAS FIR#2 OR BETTER. 3.FINISH MATERIALS NOT SPECIFIED TO BE COORDINATED WITH OWNER. 4. PROVIDE SOLID BLOCKING BEHIND ALL FIXTURES AND WALL MOUNTED ACCESSORIES. 5. PROVIDE WALL & FLOOR STOPS AT DOORS AS REQUIRED. 6.INTERIOR DOOR HARDWARE TO BE LEVER TYPE AND OPERABLE WITH ONE HAND. FORCE REQUIRED TO ACTIVATE DOOR AND HARDWARE SHALL BE 5.0 LBS. MAX. REQUIRED EXIT DOOR HARDWARE SHALL UNLOCK INSIDE AND OUTSIDE MECHANISMS WHEN EXITING THE BUILDING ALLOWING REENTRY INTO THE AFH WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE. 7. ALL SLEEPING ROOM WINDOWS SHALL BE AS PER IRC REQ. TABLE R602.70 ) ION 0 11 (E) FAMILY ROOM NOTE: (E) KITCHEN ALL SMOKE DETECTORS TOBE HARD WIRED AND INNER CONN. WITH BATT. BACKUP,TYP. A 11'-2" 2'-6" 3'-8" 2'-0" DUCTLESS MINI -SPLIT INI O ENING I (N) TANKLESS W /H (N) OFFICE/CNA ROOM 89.31 S F _ o 00 N PATIENT ROOM M �l I > (N) BEDROOM D 99.28S F 3680 ' N NS1 FUR. NOTE: NO WORK PROPOSED IN THE SHADED AREA CD (E) LIVING DUCTLESS 0 _ MINI -SPLIT CD C'') 2'-4"7 - TT.AC (N) H C0 . 22X18 2'- 4" W - 8" 4' - 4" 0" 4' 0" 3 4" 00 60CM a- C7 03 VTO Q 03 1 to W/D r $ 60CMF Cr) Cl) VTO SHOWER W/IN 4" OF FACE. BOTri @ +36"-42" AFF W = o 2'-5" 00 00 o sue" w HVAC - _ _ - `J � � Q a 60 - CONDENSER - C M 100 VTO13 POWER PER m MFR. REC (N) BATH 2880 FOLDING UP GRAB BAR TO BELO °(A` ' W b 3' - 9" INSTALLED ON BOTH SIDE OF 36" & 24" W. HORIZ. GRAB BAR 4-cno60CMF o W/C @+33+36" CENTERALINE " d TO BE INSTALLED AT z VTO 4 "EXTENDING 28" FROM WALL, BACK WALL OF SHOWER - - TYP.DISTANCE BETWEEN GRAB @ +33"-36" - ° ° "`� 2880 � °BARSSHALL BE BETWEEN 25" MIN. _ +30" MAX - 4. Xi e d ° DUCTLESS 3' - 8" 24" W. HORIZ. GRAB BAR _ _ ,- "- - "- MINI -SPLIT ,- aa- -°. a ,; _ � o d TO BE INSTALLED AT CONTROL �' {a (E) CONC. END AND HEAD END WALL OF PATIENT ROOM - SHOWER W/IN 6" OF FACE. - ' (N) BEDROOM E PATIENT ROOM BOT @ +33"-36" -` a°°a _ °' COURT d ° ° 108.05SF (N) BEDROOM F 00 NS1 110.36SF a �' °. d 4,4 d° NS1 - ° d d° d ° ° A2:2 ° -Qa a` d (E) WALL °d_ a -. 7W/NEW _ R-21 +5 <d 4' °` ° INSUL, TYP - NEW WOOD FLOOR - <;° , 4- °' 3/4" T&G OSB O/PLY ° 4 ad ; ° ° ° 4a 0/2X JOISTS W/ MIN. R 30 _ d °° °' INSUL. BTWN AND 6MIL (N) 6048 SL. EGRESS - (N) 6048 SL. EGRESS = a°. '' VAPOR BARRIER ON 4 d . I ° - - � a ° a EXIST. CONC _ _ . ° , , ° _ - ° 4 j° A2.24 $ d° 41 d - - (E) DRIVEWAY-,. n NEW PROPOSED MAIN LEVEL 1 /4" = V-0" (E) BATH 0 WALL LEGEND EXISTING TO REMAIN NEW EXTERIOR STUD WALL- 2X6 @16"OC W/ SIDINGO/ HOUSE WRAP O/PLYW'D ON EXT. FACE, 1/2" GYP. BD. O/VAPOR BARRIER AT INSIDE FACE AND R-21 BATTS BTWN, U.N.O NEW 4" INTERIOR STUD WALL - 2X4 @ 16"OC W/ 1/2" GYP. BD. EA. SIDE AND SOUND BATT INSUL. BTWN.USE 2X6 WHERE NEC. FOR PLUMBING U.N.O. VERIFY EXIST. WALLS ARE 6" OR FURR TO 6", ADD NEW R-21 BATT INSULATION BTWN STUDS. 1/2" GYP. BD. O/ VAPOR BARRIER AT INSIDE FACE. EXIST. SIDING TO REMAIN AT EXT. FACE (E) 7248 SL. EGRESS PATIENT ROOM (E) BEDROOM A 174.24S F NS1 (E) BATH o e PATIENT ROOM PATIENT ROOM (E) BEDROOM B (E) BEDROOM C 126.67 107.14SF NS1 NS1 NS1 (E) 7248 SL. EGRESS (E) 7248 SL. EGRESS z O III c\1 C/) O 00 Ir Cy) \W Q z O C/) U 0 ■ �z WO z O LLJE\I >- W z I-- J Ir Q W WJ Ir 0- Q O Q Ucc � LLJ W LLJ I-- z T 000 W U I- U�rN < U 0 W C>C N r N N N w Cn RESUB zR Feb 25 2025 J CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W �+�♦ VJ U_ N C) U Q 0cc o_ z ■ N z w LU o 0 T'1 L.� �� LU COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE NEW IN-FI TO MATCI FINISH PA NORTH ELEVATION 1 1 /4" = 1'-0" (E); SOUTH ELEVATION 1/4" = 1'-0" WEST ELEVATION 1 /4" = 1'-0" (N) DECK - n EAST ELEVATION 1/4" = 1'-0" (E) ROOF ROOF TOP -IL 13'-55" TOP PLAT � 7'-88" AIN LE�� 0'-0" VV ROOF TOP AL 13'-5" 1 TOP PLAT AL „ 7'-81 (E) SIDING (N) DECK MAIN LE L. 0'-0" ROOF TOP AC 13'-51 TOP PLAT, 7'-8" MAIN LE�EJL. 0'-0" ROOFTOP 13'-5" z (c) O c\j c/) O co Ir Cy) LLB Q z O ^ c/) U r) wz z O crO 5 C/) ~ Q 0 Q w —rr w ^ z J J Q W W ^ ^J n QO Q LLJ w "t m LLJ I T qo,:,O- ccz TOP PLA$ 71- LLB U_ U Q OC o w cc Lu w Lu RESUB zR Feb 25 2025 J CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LIJ IN LE� VJ ui U Q o'-o° p r cc 0- z ■ z co co w w o o �l SOLID WALL DBL. 2x FRAMING DUAL GLAZED SHEATHING @ WINDOW (SEE JAMB. ' (3) COAT STUCCO SYSTEM VINYL r O/LATH O/TYVEK STUCCO WINDOW SYSTEM STRUCT.) CORNER BEAD WINDOW HEADER WRAP CORNER BEAD / 1/2" GYP. BD. (SEE � - NEW OR EXIST. SHIM AS REQ'D. TJI'S OR 2X STRUCT.) SOLID WALL SHIM AS REQ'D. JOIST OR SHEATHING RAFTER, TYP. f SILL (SEE - SEALANT W/ BELOW STRUCT.) BACKER ROD 2x4 FLAT @ 4' -0" 2x4 STUD WALL @ 16" O.C. 2x DF STUD BUTYL RUBBER FLASHING - = p.0 WALL W/ BATT 1 /2" GYP. BD. W/ SELF -ADHESIVE DBL. 2x @ WINDOW GYPSUM BOARD INSULATION. "a BACKING. APPLY OVER 'a INFILTRATION BARRIER ' ' JAMB. NAILING AS REQUIRED AS SHOWN. - BUTYL RUBBER FLASHING W/ SELF - \_ t ADHESIVE BACKING. APPLY OVER 2x4 BOTTOM PLATE SEALANT AS REQ'D. - INFILTRATION BARRIER AS SHOWN. U*1 / 26 GA. GALV. HEAD ------------------- - FLASHING :, 1/2" GYP. BD. _^ 5/8" GYP. BD. CEIL., 3/4" SUB FLOOR NEW SIDING O/HOUSE CORNER SHIM AS NECESSARY - BEAD SOLID WALL SHEATHING (SEE TYP. WRAP TO MATCH EXIST. DUAL GLAZED ' _ � ,;�, STRUCT.) - 117/8"TJI/25's VINYL - BUTYL RUBBER DUAL GLAZED WINDOW SYSTEM ? < - 2x DF STUD WALL W/ SEE PLAN FOR FLASHING VINYL i BATT INSULATION. WALL TYPE W/SELF -ADHESIVE WINDOW SYSTEM ` 1 - - - - (2) COAT STUCCO SYSTEM BACKING. APPLY OVER SEALANT W/ W/ ELASTOMERIC FINISH INFILTRATION BARRIER BACKER AS SHOWN. ROD WI N DOW H EAD WI N DOW �IL L WALL�AT�C U NN G r5WALL AT FLOOR 6 )3"I N.JAM B DET. 2 3" = 1'-0" 3" = 1'-0" 4 1 1/2" = 1' 0" 1 1/2" = 1' 0" = 1'-0" 1 1/4" MAX DIA STAINLESS STEEL GRAB 1 1/4" MAX DIA BAR I STAINLESS STEEL GRAB PROVIDED 2X SLOID BAR 1 1/2" BETWEEN 1 1/4" MAX DIA BLOCKING IN WALAT GRAB AND WALL 2 6 STAINLESS STEEL GRAB CONTACT PAOINTS PROVIDED IN WAL A BLOCKING N AT TOP PLATES 25" MIN. 30"MAX. BAR CONTACT PAOINTS PROVIDED 2X SLOID 2' -4" BLOCKING IN WALAT `O z 1' - 3" CONTACT PAOINTS i 28" MAX. 15" MAX. U x STUD � < 0'- 6" X 0y- 6"y v < 7 BORED HOLE MAX. MAX. MAX. DIAMETER 60 MO o „�� OF STUD DEPTH FtCENT O � Z Z Zo SrA IN. MIN. TO EDGE m m 5r6 IN. MIN TO EWE GRAB BARS AT TOILETS GRAB BARS AT SHOWER LOCATIONS Ca �10 NOTCH MUST NOT EXCEED N 40 PERCENT OF STUD DEPTH Z 00 BORED HOLES SHALL NOT BE OLOCATED IN THE SAME CROSS SECTION OF CUT OR NOTCH INLn STEP 1 - WCORNER STEP 2 - SAF TABS STEP 3 - SAF SILL STEP 4 - SAF JAMB STEP 5 - WINDOW gam'° Q W GRACE "VYCORNER" SELF ADHESIVE SAF SILL FLASHING \ OR SIMILIAR FLASHING (SAF) Z un TYP. INTERIOR WALL FRAMING O 0 12 U z cr; 7 O LEAVE 4" OF PAPER Uj Z ON BOTTOM OF SILL O )„ FLASHING (TO BE 0 ADHERED TO Q W BUILDILNG WRAP) � � 7 i� L W J f -- J W \ 4x Header in 6x Wall LU Q J \ \ \ R-10 Rigid Double 2x6 1 = Q \ insulation* top plate U = mLU W ~ � STEP 6 - SECOND SAF JAMB STEP 7 - METAL HEAD FLASHING STEP 8 - BUILDING WRAP STEP 9 - SAF HEAD FLASHING = z 00 4x header LEAVE 4" OF PAPER ON SIDE METAL HEAD FLASHING OF JAMB FLASHING (TO BE 2x nailer ADHERED TO BUILDING WRAP) (if needed) \ \ Note: Actual header \ \ sizes to be calculated W Z from loading conditions. U ° V w LU RESUB Feb 25 2025 ZCITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w Ln V \ \ W Q V \ \ \ \ < l \ ADHERE SILL & JAMB \ \ Z FLASHING TO \ \ 0 LAP ONTO SIDE BUILDING WRAP Z �; OF WINDOW 0 oLU LU NOTE: HOSE TEST FIRST WINDOW INSTALLED TO TEST FOR WATER INFILTRATION v p 3" = V-0"