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APPROVED BLD ENG PLN RESUB 1-BLD2024-1085+Plans-9.27.2024_2.10.02_PM+4529003GENERAL NOTES VICINITY PLAN 1. Contractor shall comply with the building codes as noted on drawings. 2. Contractor shall be responsible for providing all work and materials in accordance with all applicable city, county, and local building and fire codes as required. 3. Contractor shall obtain and pay for all necessary permits other than the building permit. Additionally, pay for all other charges, fees or costs associated with the work and charged by the municipality, utilities, or private companies 4. Contractor shall visit job site and verify all existing conditions and field dimensions prior to commencing work. Notify Architect if site conditions and/or Building Department require any modifications to these drawings. 5. Contractor is responsible for maintaining a safe and clean construction site. 6. Contractor is responsible for providing temporary bracing as required until all permanent structural assemblies and connections are secured. 7. Contractor shall establish an agreement with the Owner regarding allowable days and hours of work. Contractor shall not permit any construction activity to commence, or allow employees to cause noise on site, outside of the agreed -upon work periods. 8. Contractor shall coordinate all equipment or systems to be salvaged and given to the Owner, with the Owner. The Owner shall direct the Contractor as to the location of a storage area for salvaged items. The Contractor will be responsible for removing from the building and the construction site all construction debris and/or items not retained by the owner's representative. 9. No storage or use of flammable or combustible liquids, torch cutting or welding operations, open flame work, grinding that produces sparks, roofing operations, or use of flammable gas for temporary heating or drying shall be conducted on any construction site without first having obtained a specific permit from the City Fire Department for these hazardous activities. This includes demolition work. Please call the Fire Department permit information and application. 10. Egress, separation, fire protection systems, and emergency access shall meet the requirements of 2021 International Fire Code (IFC) chapter 33 during construction. Contractor materials and activities shall not block any exit, restrict emergency access, or impair fire separation in any building while the building is occupied. This includes demolition work and also applies to neighboring areas, spaces, and buildings. 11. The existing fire safety (fire alarm/sprinkler) system(s) shall remain online in the building(s) during the remediation project. 12. Deferred submittals may be required for any modification of the existing fire sprinkler and/or fire alarm system(s). Any and all proposed modifications must meet NFPA 13 and Municipal Code requirements. 13. If any of the fire safety (fire alarm/sprinkler) systems are offline during the course of the project, then a fire watch shall be posted while the system(s) are offline. EXISTING BUILDING CODE Existing Building Code Compliance: The work shall be in accordance with 2021 International Existing Building Code (IEBC), Chapter 7 & 8. CONSTRUCTION TYPE (assumed): Type V-B per 2021 IBC. 2 A-2.1 15-0" 1, 216'-0" 0 0 EXISTING BUILDING'' 1 I 7740 1 1 UNIT UNIT UNIT I UNIT UNIT I UNIT UNIT I UNIT UNIT UNIT UNIT UNIT 4 #23 #22 #21 1 #20 #19 1 #18 #17 1 #16 #15 #14 #13 #12 A-2.1 o I 1 I I I I L F F -1 F -1 F PAR N J Z 11 11 I 11 I I I � I I I I I I I I I s a GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE 1 1 1 1 1 1 36-0" 36-0" 36-0" 36'-0" 36'-0" 36'-0" N ' (E) DRIVEWAY A21 - STAGING AREA I PROPOSED STAGING AREA ON PRIVATE PROPERTY NO WORK PERMITTED IN THE CITY RIGHT-OF-WAY. ALL STAGING, EQUIPMENT, MATERIALS, ETC. SHALL BE LOCATED ON PRIVATE PROPERTY. PARCEL NUMBER ADDRESS & UNIT # 00806700100100 7730 196th ST SW Unit # 1 00806700100200 7730 196th ST SW Unit # 2 00806700100300 7730 196th ST SW Unit # 3 00806700100400 7730 196th ST SW Unit # 4 00806700100500 7730 196th ST SW Unit # 5 00806700100600 7730 196th ST SW Unit # 6 00806700100700 7730 196th ST SW Unit # 7 00806700100800 7730 196th ST SW Unit # 8 00806700100900 7730 196th ST SW Unit # 9 00806700101000 7730 196th ST SW Unit # 10 00806700101100 7730 196th ST SW Unit # 11 00806700101101 7730 196th ST SW Unit # 11A 00806700201200 7740 196th ST SW Unit # 12 00806700201300 7740 196th ST SW Unit # 13 00806700201400 7740 196th ST SW Unit # 14 00806700201500 7740 196th ST SW Unit # 15 00806700201600 7740 196th ST SW Unit # 16 00806700201700 7740 196th ST SW Unit # 17 00806700201800 7740 196th ST SW Unit # 18 00806700201900 7740 196th ST SW Unit # 19 00806700202000 7740 196th ST SW Unit # 20 00806700202100 7740 196th ST SW Unit # 21 00806700202200 7740 196th ST SW Unit # 22 00806700202300 7740 196th ST SW Unit # 23 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 Building colors should avoid excessive brilliance and brightness per ECDC 20.11.030. APPROVED BY PLANNING Oct 04 2024 171'-6" 216'-0" (E) (E) PROPERTY LINE 633.49, N i W (E) DRIVEWAY Al2.1 a ' Z _ N 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 15'-0" z 'n W 3 A-2.1 I I II II I II II II II II II II II I II I - II II1 N GARAGE GAAE GAGE GARAGE GAGARGE za lZ z}w � U�r)I I UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT #1#11 #10 #9 #1A 8 #7 #6 95 #4 #3 #2 #1 EiISTING BUILDING 'A' I 7730 1 I I I 1 0 0 ENGINEERING DIVISION APPROVED AS NOTED 10/15/2024 NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS 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. Zone RM-1.5 Corner Flag _ Setbacks- Required Actual 15' existing; Front 10' ; existing ; Sides Rear --------- 5 --------- existing ------------- Other 30' 29'-1/2" Height z A-2.1 SITE PLAN TFOR REFERENCE ONLY) N I - --S-CALE.1=3-0--_0-------------------- 1)Pursuant to RCW 64.55, all applications for construction of multi -unit residential buildings must include building enclosure design documents that identify the building enclosure, including but not limited to, waterproofing, weather proofing and/or otherwise protected from water or moisture intrusion. The building enclosure I I documents must contain a stamped statement by the person stamping the building enclosure design documents stating, in , substantially the following form: "The undersigned has provided I I building enclosure documents that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090." I ' Additionally, all multi -unit residential buildings are required to have the building enclosure inspected by a qualified building enclosure inspector during the course of construction. This inspection is to I be completed by a third party, independent inspector. The City may not issue a Certificate of Occupancy until the qualified, third party independent inspector prepares a report and submits to the I building department a signed letter certifying that the building enclosure has been inspected during the course of construction and that the construction is in substantial compliance with the I I building enclosure design documents. The requirement for third Lparty inspection needs to be specified on the plans. - - - - City Of Edmonds Building Department Work SIDING, ROOFING, WINDOWS & SLIDERS Address 7740 196TH ST SW 12 Owner WIND &WOOD CONDOS Approved Date 10/10/2024 --------------- ' VfILCLIL Building Official Permit Number bId2024-1085 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE PROJECT DATA PROJECT DESCRIPTION: Removal of existing exterior building envelope and installation of new exterior cladding system, including replacement of windows (to match existing rough openings and operations), sliding glass and french doors at decks and patios, deck covering, guards, and siding. Replace damaged sheathing or framing in kind. Maintain existing fire rated wall assembly ratings, like -for -like. Proposed work will not increase or reduce building square footage, number of dwelling units, or amount of parking spaces. PROPERTY ADDRESS: 7730-7740 196th Street SW Edmonds, WA 98026 PARCEL NUMBER: 00806700100100 - 008067002002300 LEGAL DESCRIPTION: Section 19 Township 27 Range 4 Quarter NE WIND & WOOD CONDOMINIUMSBLK 001 D-00 BLDG A UNIT 2 TGW ASSIGNED PARKING & UND 4.166667%INT IN COM AREAS & FACS DESC IN DECL REC AFN 9206190328 & AMDPERAFN 9210010588,200208150006 & 201507020253 Q-S-T-R: NE-19-27-4 LOT SIZE: 70,579 sq. ft. (1.62 Acres) YEAR BUILT: 1985 BUILDINGS: 2 (no change) DWELLING UNITS: 24 (no change) STORIES: 2 (no change) Max. height 30' ((E) Roof slope 6.12) 1 ZONING: RM 1.5 (no change) USE: Multi Family Residence -24 Condominium units (no change) JURISDICTION: City of Edmonds CLASS: VB SHEET INDEX A-0.1 Cover and Site Plan AB-2.1 _ -Exisfina-Elevations A-2.1 b Proposed Elevations - Scheme 2 (Selected)) 1 e os A-4.1 Details - Window Opening Flashing A-4.2 Details - WRB Installation &'J' Channel Trim A-4.3 - A-4.13 Details Original drawing set for reference only PROJECT TEAM CLIENT / OWNER WIND & WOOD HOA 7730 196TH Street SW Edmonds, WA 98026 PROPERTY MANAGER BUSINESS NAME XXX Address Seattle, WA 98xxx c/o First Last 206.xxx.xxxx ARCHITECT KILBURN ARCHITECTS, LLC 135 Lake Street South, Suite 250 Kirkland, WA 98033 contact: H Todd Kilburn, AIA told@kilburnarchitects.com t - 206.682.5211 STRUCTURAL ENGINEER DIBBLE ENGINEERS, INC. 1029 Market St #200 Kirkland, WA 98033 contact: Robb Dibble, PE robb@dibbleengineers.com 425.828.4200 GENERAL CONTRACTOR CDK PO BOX 1767 Duvall, WA 98019 contact: Tim Gorman tgorman@cdkconstruction.com t - 425.788.8441 BUILDING ENCLOSURE DOCS. STATEMENT The undersigned has provided building enclosure documents that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090. 7302 REGISTERED ARCHITECT �Ifvf H- TODD KILBURN STATE OF WASHINGTON BUILDING ENCLOSURE INSPECTOR Kilburn Architects, LLC will fulfill the role of the qualified building enclosure inspector required per RCW 64.55.03 statement below: "All multiunit residential buildings shall have the building enclosure inspected by a qualified inspector during the course of initial construction and during rehabilitative construction." Al has KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H- TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740 196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 permit 8.07.2024 REV. 10 9.25.2024 Cover and Site Plan AmOol @ 2024 KILBURN ARCHITECTS, LLC 12 6 oo Front• SCALE: 1/8" = 1'- 0" Front Elevation - BLDG.'B' Partial SCALE: 1/8" = 1'- 0" Typical Rear Elevation - BLDG. 'A' & 'B" Partial SCALE: 1/8" = 1'- 0" ■ ■ ■ 00 00 � � 00 00 00 00 00 00 00 00 00 00 00 0o OO OO MI fMI At' I- /r\ fill III A/1\/ rrA If'Ir 1A1=1 I AIr%A/ rrn If' I- I A I Left Side Elevation - BLDG. 'B'(7740) SCALE: 1/8" = 1'- 0" 6 Right Side Elevation - BLDG. 'B' (7740) SCALE: 1/8" = 1'- 0" NOTES: 1. Verify all conditions in the field. KEY PLAN: 2 IV 5BLDG.'B' (7740) 46 1a Uhl 1311111 MWA 1 41 BLDG. 'N (7730) 43 I\ KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Hampton Greens - Building B 2727 148th Ave NE Bellevue, WA 98007 Release Date Existing Elevations ABm2sl © 2024 KILBURN ARCHITECTS, LLC Left Side Elevation - BLDG. 'A' (7730) SCALE: 1/8" = 1'- 0" 4 Right Side Elevation - BLDG. 'A' (7730) SCALE: 1 /8" = 1' - 0" NEW ASPHALT SHINGLE ROOF. TVD 4" EXPOSURE HARDIE LAP SIDI MODIFY (E) HIP ROOF TO GABL NEW PREFEB. GABLE END VEN 4" EXPOSURE HARDIE LAP SIDI 4" EXPOSURE HARDIE LAP SIDI FACE MOUNT PICKET RAILING NEW PREFEB. GABLE END VEN 8" EXPOSURE HARDIE LAP SIDI 8" EXPOSURE HARDIE LAP SIDI EXISTING GARAGE DOOR, TYP, NEW GARAGE DOOR FOR BID AL 1. NEW 24 GA. METAL CHIMNEY CAP, T"" MODIFY (E) HIP ROOF TO GABLE, T NEW ASPHALT SHINGLE ROOF, TYI 4" EXPOSURE HARDIE LAP SIDING 2 X10 FIBER -CEMENT BELLY BAND 8" EXPOSURE HARDIE LAP SIDING MODIFY (E) HIP ROOF TO GABL TVD NEW 24 GA. METAL CHIMNEY C NEW PREFEB. GABLE END VEIN 4" EXPOSURE HARDIE LAP SID FACE MOUNT PICKET RAILING 2 X10 FIBER -CEMENT BELLY Bi 8" EXPOSURE HARDIE LAP SID Front Elevation - BLDG. 'B' SCALE: 1 /8" = 1'- 0" Typical Rear Elevation - BLDG. 'A' &'B' SCALE: 1 /8" = 1'- 0" DGCCD Tn 0=177 ii � /A 7 � H NOTES: 1. Verify all conditions in the field. 2. Siding color TBD. KEY PLAN: 2 IV 3'F_�LBLDG.'B' (7740) 44 1 O L/AFVJVr\L 1 IY111LJIL LY1r 31LJIINU la 4a /3 2 Al/ CVnnQ1 InC LIAnnIC 1 An AIDING KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT 7 � H. TODD KILBURN STATE OF y�ASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740 196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 permit 8.07.2024 REV. 1& 9.25.2024 1 Proposed Elevations Scheme 2 (Selected) Am2sl b Typical Left Side Elevation - BLDG. 'A' &'B' SCALE: 1 /8" = 1'- 0" Right Side Elevation - BLDG. 'B' SCALE: 1/8" = 1'- 0" T_ I Right Side Elevation - BLDG. 'A' SCALE: 1 /8" = 1'- 0" © 2024 KILBURN ARCHITECTS, LLC OU Id �i 0 Or; - 4. OF Vol REMOVE (E) DECKING AND REPLACE WITH NEW 3/4" PLYWOOD SHEATHING AND NEW DECK COATING PER SCOPE LAW ■ ■ TIL Ab -614 I< k I -:4L 1, 1 OEM REPLACE (E) PRIVACY FENCE WITH NEW FENCE IN KIND, TYP. 1wr All -4 r A& '>,- 1w -- w D I NEW METAL FLASHING PER DETAIL, FOLD DOWN EACH SIDE NEW 24 GA. SS. FLASHING METAL FLASHING PER DETAIL I C ! r NEW RAILING PER SCOPE, —� TYP. `se C, 7- ml, ZLIs0VENEER . `,, ■ WHEREPAN ■ SIDINGOCU , ft, 0,4 .. 1 4 (. eW� c v of r �s� ,� �,sS" .: �,,,, ' � � man •� .' +r. 9 jav i 4gw I _ , j . %�`- ` /�� ^bus .. .w•�,u�. .. ... ,: � Mom. nY,•n,�, � - w D - TYPICAL EXTERIOR WALL ASSEMBLY L - METAL FOLD UP JAMBS AND INSTALL 2"X%" L-METAL FLASHING - VERIFY L-METAL IS NOT VISIBLE FORM INTERIOR STARTER BIB INSTALL SILL FLASHING (MOISTOP NEXT) @ SILL, DO NOT ATTACH LOWER EDGE @ THIS STEP Window Sequence 1 of 8 N.T.S. G JRTIFLASH ER -RESISTIVE BARRIER RSMART - TUCK UNDER %RTER BIB Window Sequence 5 of 8 Window Sequence 2 of 8 N.T.S. Window Sequence 6 of 8 %" BEAD OF SEALANT MOISTOP CORNER SHIELD INSTALL MOISTOP CORNER SHIELD AT SILL ATTACH WITH %" BEAD OF SEALANT AND FASTENERS AT VERTICAL FACE SILL WRAP - FORTIFLASH INSTALL FORTIFLASH SILL WRAP, 3" MIN. DOWNLEG, 1 %" MIN. ONTO L-METAL CUT AT 45' AND TAPE UP TO INSTALL TRIM AND METAL HEAD FLASHING HEAD FLASHING FORTIFLASH (BLOW) EXTEND TAPE AT JAMB OVER LOWER WRB. CUT WEATHER -RESISTIVE BARRIER WEATHERSMART WRB LAPPED WEATHER -BOARD FASHION & SEAM TAPED, SEE WRB INSTALLATION INSTRUCTIONS WEATHER -RESISTIVE BARRIER UNDER SILL, WRAP AND MOISTOP CORNER SHIELD. SEAL BIB TO WRB WITH U-SHAPED BEAD OF SEALANT & TAPE AT JAMBS Window Sequence 3 of 8 N.T.S. Window Sequence 7 of 8 7 MOISTOP SEALANT CONTINUOUS SEALANT BEAD AT L-METAL, HEAD & JAMBS 9 $ WINDOW __ ------ SECURE WINDOW PER RECOMMENDATIONS 3 FLASHING (MOISTOP NEXT) V 9 JAMB FLASHING z 6 JAMB FLASHING - o - FORTIFLASH 7 MOISTOP SEALANT INTERMITTENT BEAD OF SEALANT @ SILL FLANGE SELF ADHESIVE FLASHING 4" MIN. SELF-ADHESIVE FLASHING - FORTIFLASH BUTYL METAL HEAD FLASHING 24GA. METAL HEAD FLASHING (REFER TO WINDOW FLASHING AT HEAD DETAILS) Window Sequence 4 of 8 N.T.S. Window Sequence 8 of 8 SHIM WINDOW SHIM SILL AND SILL FLANGE FOR DRAINAGE APPLY SHEATHING TAPE AT DIAGONAL CUTS AND TOP OF METAL FLASHING KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 :1 Details -Window Opening Flashing (Weathersmart) N.T.S. N.T.S. N.T.S. N.T.S. Am4sl © 2024 KILBURN ARCHITECTS, LLC I VllIII I ULII JI I LY11 I IIIVV IP1rL IV QL.ML MLL )Lr%IVIJ. Weather Resistive Barrier Installation N.T.S. INSTALLATION NOTES: STEP 1. PENETRATIONS 1. PRE -FLASH PENETRATIONS AS DETAILED. DISTANCE FROM PENETRATION TO EDGE OF WRB "SKIRT" MINIMUM 12". 2. SEAL TOP OF HEAD FLASHING TO SHEATHING AS DETAILED. STEP 2. INSTALLATION 1. STARTING AT BASE OF WALL, UNROLL WRB HORIZONTALLY ACROSS WALL. PLACE A CONTINUOUS BEAD OF NONSKINNING BUTYL SEALANT ON FOUNDATION WALL AND SEAL WRB TO IT. 2. EXTEND 18" MINIMUM OVER STARTING CORNER. 3. FASTEN AT TOP AND BOTTOM OF ROLL WIDTH WITHIN 2" FROM EDGE OF WRB TO CENTER OF FASTENER. 4. FASTEN AT MAXIMUM 2'-0" ON CENTER 5. SHINGLE NEXT LAYERS OF WRB ENSURING MINIMUM 6" HORIZONTAL AND MINIMUM 12" VERTICAL LAPS, DO NOT PLACE VERTICAL LAPS ABOVE OR BELOW WINDOWS OR WITHIN 12" OF VERTICAL LAP IN LAYER BELOW OR 181, OF CORNER. 6. TAPE ALL VERTICAL AND HORIZONTAL SEAMS, APPLY TAPE IN WEATHERBOARD FASHION BOTTOM TO TOP 7. FOR DELAYED INSTALLATION OF SIDING/MASONRY DETERMINE FASTENERS AND REDUCED FASTENER SPACING FOR WIND EXPOSURE(I.E. CAP NAILS, BRICK TIES, OR BATTENS) Weather Resistive Barrier Notes N.T.S. ------------ I I I ) AND SEALAN NEW'J-METAL' JAMB TRIM �F FOLDED END DAM J EXTEND AND LAP'C-METAL' JAMB TRIM OVER'C-METAL' SILL TRIM WINDOW FRAME BACKER ROD AND SEALANT NEW'J-METAL' TRIM ELEVATION V-Channel Trim - Elevation Typ. N.T.S. KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED N ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 lki Details - WRB Installation &V-Channel Trim Elevation Am4,2 © 2024 KILBURN ARCHITECTS, LLC REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS FIBER -CEMENT SIDING PER ELEVATION BASE FLASHING, 12" MOISTOP FORTIFLASH SLOPE HORIZONTAL LEG TO 10' MIN. V.I.F. N V �c SELF-ADHESIVE FLASHING MEMBRANE OR METAL HEAD FLASHING LIQUID -FLASHING MEMBRANE STARTER STRIP WINDOW FLANGE SET IN BEAD OF SEALANT 24 GA. METAL HEAD FLASHING W/ 1/2" HEMMED DRIP EDGE, END DAM AT EACH END INSTALL WINDOWS AFTER PERFORMING WALL SHEATHING REPAIRS, FLASH PER DETAILS CONTINUOUS FILLET BEAD OF SEALANT AT WINDOW TO LINER REPAIR INTERIOR FINISHES AS NECESSARY AND PAINT TO NEAREST CHANGE IN PLANE ***NOTE:*** 1. DO NOT CUT OR PUNCTURE FLASHING AT FOLD. CONFIRM THERE IS NO CONFLICT BETWEEN NEW FLASHING WITH NEW WINDOW OPERATION. Window Head Flashina at LaD Sidin Scale: 3" = 1' - 0" "'r"' " r """'" r" r ""A. ""'D INSULATION PER SCOPE REPAIR INTERIOR FINISHES AS NECESSARY AND PAINT TO NEAREST CHANGE IN PLANE CONTINUOUS FILLET BEAD OF SEALANT AT WINDOW TO LINER INSTALL WINDOWS AFTER PERFORMING WALL SHEATHING REPAIRS. FLASH PER DETAILS CONTINUOUS BEAD OF SEALANT AT INTERIOR WINDOW PERIMETER (TYP.) WINDOW FLANGE SET IN CONTINUOUS BEAD OF SEALANT BACKER ROD & SEALANT J-CHANNEL METAL TRIM APPLY TAPE OVER WRB 6" JAMB FLASHING OVER WINDOW FLANGE - FORTIFLASH FIBER -CEMENT PANEL PER ELEVATION WEATHER -RESISTIVE BARRIER: WEATHERSMART PER SCOPE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS 9" JAMB FLASHING - MOISTOP NEXT EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE ***NOTE:*** 1. ALL CUT EDGES OF HARDIE PANEL MUST BE SEALED. FACTORY EDGES ARE FOR THE BOTTOM EDGE OF INSTALLATION. ^^ 1 ^ 1 A^� ^""""^­ —"""'"'^ A- 1K' 9ULATION PER SCOPE IR INTERIOR FINISHES AS NECESSARY AND TO NEAREST CHANGE IN PLANE INUOUS FILLET BEAD OF SEALANT AT WINDOW TO INSTALL WINDOWS AFTER PERFORMING WALL SHEATHING REPAIRS. FLASH PER DETAILS CONTINUOUS BEAD OF SEALANT AT INTERIOR WINDOW PERIMETER (TYP.) OW FLANGE SET IN CONTINUOUS BEAD OF NNT ER ROD & SEALANT L'S-CHANNEL TRIM Y TAPE OVER WRB AB FLASHING OVER WINDOW FLANGE - IFLASH IB FLASHING - MOISTOP NEXT ING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING COPE HER -RESISTIVE BARRIER: WEATHERSMART PER E, INSTALL PER MANUFACTURER'S MMENDATIONS Window Jamb Flashina at LaD Sidin Scale: 3" = 1' - 0" ***NOTE:*** 1. ALL CUT EDGES OF HARDIE PANEL MUST BE SEALED. FACTORY EDGES ARE FOR THE BOTTOM EDGE OF INSTALLATION. CONTINUOUS OF SEALANT{ LINER REPAIR INTEF NECESSARY/ NEAREST CH/ 24 GA. L-METAL (1/2" X 2"), FOLD UP JAMB (UP TO 6") AND VERIFY L-METAL IS NOT VISIBLE FROM INTERIOR INSTALL NEW WINDOWS AFTER PERFORMING WALL SHEATHING REPAIRS, FLASH PER DETAILS SHIM FOR DRAINAGE BEHIND SILL FLANGE AND UNDER SILL BACKER ROD AND SEALANT J-CHANNEL METAL TRIM INSTALL SILL WRAP - FORTIFLASH INSTALL 9" STARTER BIB FLASHING - MOISTOP NEXT HARDIE PANEL PER SCOPE, TYP. WEATHER -RESISTIVE BARRIER: WEATHERSMART PER SCOPE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY CONTINUOUS FILLET BEAD OF SEALANT AT WINDOW T^' '—^ REPAIR INTEF FINISHES AS I AND PAINT TC CHANGE IN PI 24 GA. L-METAL (1/2" X 2"), FOLD UP JAMB (UP TO 6") AND VERIFY L-METAL IS NOT VISIBLE FROM INTERIOR INSTALL WINDOWS AFTER PERFORMING WALL SHEATHING REPAIRS, FLASH PER DETAILS SHIM FOR DRAINAGE BEHIND SILL FLANGE AND UNDER SILL BACKER ROD AND SEALANT METAL'J'-CHANNEL TRIM INSTALL SILL WRAP - FORTIFLASH INSTALL 9" STARTER BIB FLASHING - MOISTOP NEXT FIBER -CEMENT LAP SIDING OR EXTERIOR WOOD LAP SIDING PER ELEVATION WEATHER -RESISTIVE BARRIER: WEATHERSMART PER SCOPE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS EXISTING OR NW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY Window Sill Flashina at Lap Sidin Scale: 3" = 1' - 0" REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS FIBER -CEMENT SIDING PER ELEVATION BASE FLASHING, 12" MOISTOP FORTIFLASH SELF-ADHESIVE FLASHING MEMBRANE OR LIQUID -FLASHING MEMBRANE STARTER STRIP FLANGE SET IN BEAD OF SEALANT SLOPE HORIZONTAL LEG TO 10' MIN. V.I.F. N METAL HEAD FLASHING 24 GA. METAL HEAD FLASHING W/ 1/2" HEMMED DRIP EDGE, END DAM AT EACH END INSTALL NEW SLIDING GLASS DOORS AFTER PERFORMING WALL SHEATHING REPAIRS, FLASH IN SEQUENCE PER DETAILS & FASTEN PER MANUFACTURER'S INSTRUCTION CONTINUOUS FILLET BEAD OF SEALANT AT WINDOW TO LINER REPAIR INTERIOR FINISHES AS NECESSARY AND PAINT TO NEAREST CHANGE IN PLANE ***NOTE:*** 1. DO NOT CUT OR PUNCTURE FLASHING AT FOLD. CONFIRM THERE IS NO CONFLICT BETWEEN NEW FLASHING WITH NEW WINDOW OPERATION. REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE SLOPE HORIZONTA WEATHER -RESISTIVE BARRIER: LEG TO 10' WEATHERSMART PER SCOPE, MIN. INSTALL PER MANUFACTLIRFR's RECOMMENDATIONS FIBER -CEMENT PANEL PER V.I.F. ELEVATION BASE FLASHING, 12" MOISTOP FORTIFLASH SELF-ADHESIVE FLASHING MEMBRANE OR LIQUID -FLASHING MEMBRANE METAL HEAD FLASHING CONTINUOUS HORIZONTAL METAL TRIM NEW 24 GA. METAL HEAD FLASHING W/ 1/2" HEMMED DRIP EDGE, END DAM AT EACH END WINDOW FLANGE SET IN BEAD OF SEALANT INSTALL NEW WINDOWS AFTER PERFORMING WALL SHEATHING REPAIRS, FLASH PER DETAILS CONTINUOUS FILLET BEAD OF SEALANT AT WINDOW TO LINER REPAIR INTERIOR FINISHES AS NECESSARY AND PAINT TO NEAREST CHANGE IN PLANE ***NOTE:*** 1. DO NOT CUT OR PUNCTURE FLASHING AT FOLD. CONFIRM THERE IS NO CONFLICT BETWEEN NEW FLASHING WITH NEW WINDOW OPERATION. 2. ALL CUT EDGES OF HARDIE PANEL MUST BE SEALED. FACTORY EDGES ARE FOR THE BOTTOM EDGE OF INSTALLATION. IAlinrPlnuu Lan'MrJ Clnehinry of W nrrlin Dnnnl Cirlin Scale: 3" = 1' - 0" REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY REPAIR INTERIOR FINISHES AS NECESSARY AND PAINT TO NEAREST CHANGE IN PLANE CONTINUOUS FILLET BEAD OF SEALANT AT WINDOW TO LINER ;rTM,r - _ _ INSTALL NEW SLIDING GLASS DOORS AFTER PERFORMING WALL SHEATHING REPAIRS, FLASH IN SEQUENCE PER DETAILS & FASTEN PER MANUFACTURER'S INSTRUCTION FLANGE SET IN CONTINUOUS BEAD OF SEALANT 3/8 BACKER ROD & SEALANT METAL 'T-CHANNEL TRIM APPLY TAPE OVER WRB 6" JAMB FLASHING OVER WINDOW FLANGE - FORTIFLASH 9" JAMB FLASHING - MOISTOP NEXT EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS FIBER -CEMENT SIDING SIDING PER ELEVATION KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 :1 Details Window Jamb Flashing at Hardie Panel Scale : 3" =1' - 0" IA1inAf%iAt Cill Cl-me6inrr --%f La-_%rrlin D-_%nnl Scale : 3" =1' - 0" SGD Head Flashina at LaD Sidin Scale : 3" =1' - 0" SGD Jamb Flashina at LaD Sidin Scale : 3" =1' - 0" Am4,3 © 2024 KILBURN ARCHITECTS, LLC V 24 GAUGE METAL SILL PAN, SITE VERIFY CONFIRM LAYOUT WITH ARCHITECT PRIOR FABRICATION INTERIOR FILLET BEAD INSTALL NEW SLIDING GLASS DOORS AFTER WALL SHEATHING REPAIRS AND FLASHING PER DETAILS. NEW WOOD TRANSITION STRIP AS REQUIRED NEW 24 GAUGE METAL SILL PAN SET IN BED OF EXISTING FINISH FLOORING ��' _ SEALANT, SEE ISOMETRIC ABOVE. NEW BACKER ROD AND SEALANT C 2024 KILBURN ARCHITECTS, LLC in kf,2 u 't METAL'J'-CHANNEL TRIM SET IN TOE BEAD OF SEALANT WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER s+ :.: MANUFACTURER'S RECOMMENDATIONS NEW FIBER -CEMENT LAP SIDING PER ELEVATION STARTER STRIP EXISTI G F MING ^ _ z NEW 24 GA. METAL FLASHING - SET IN BED OF SEALANT, FOLD DOWN AT SIDES :f d s � a EXISTING OR NEW 5/8" TYPE'X' GYPSUM EXISTING CONCRETE STEP SHEATHING PER SCOPE AND AS REQUIRED SGD Sill Flashing at Concrete Ste Scale: 3" = 1' - 0" ENTRY DOOR AND FRAME PER SCOPE, PREP AND PAINT EXISTING SCREEN DOOR, WHERE OCCURS SEALANT NEW 2 X FIBER -CEMENT TRIM NEW 9" JAMB FLASHING - MOSTOP NEXT OR LIQUID FLASHING FROM FRAME TO 9" MIN. ONTO W.R.B NEW BACKER ROD AND SEALANT 'J'-CHANNEL METAL TRIM EXISTING FIBER -CEMENT SIDING PER ELEVATION — NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY 1/2" Y 0 w �FR�Fy Q �OO.o SOLDER ALL SEAMS, TYP. HEM VERTICAL LEG, TYP. O2p2a 1/2" HEMMED EDGE - 24 GAUGE METAL SILL PAN - SITE VERIFY AND CONFIRM LAYOUT WITH ARCHITECT PRIOR TO FABRICATION SILL PAN ISOMETRIC DECK LEDGER FLASHING INSTALL NEW SLIDING GLASS DOORS AFTER WALL SHEATHING INTERIOR FILLET REPAIRS AND FLASHING PER DETAILS BEAD NEW WOOD TRANSITION 24 GAUGE METAL SILL PAN SET IN BED OF SEALANT, SEE STRIP AS REQUIRED ISOMETRIC ABOVE. EXISTING FINISH REMOVE AND RE -INSTALL (E) DECKING, INTEGRATE WITH SILL FLOORING PAN AND LEDGER FLASHING SET IN TOE <4 BEAD OF CAULK. 24 GA METAL FLASHING -INSTALL OVER LEDGER, SET IN BED OF SEALANT. SEE ISOMETRIC EXISTING LEDGER &DECK FRAMING EXISTING OR NEW 5/8" TYPE'X' GYPSUM F� _,. SHEATHING PER SCOPE AND AS REQUIRED SGD Sill Flashina at Draina Throuah Deck Scale: 3" = 1' - 0" SOLDER ALL SEAMS, TYP. HEM VERTICAL LEG, TYP. INTERIOR FILLET BEA[ NEW WOOD TRANSITION STRIP AS REQUIRED EXISTING FINISH FLOORING ---i SET IN TOE BEAD OF SEALANT EXISTING FRAMING w �FR�Fy OpoR %" HEMMED EDGE NEW 24 GAUGE METAL SILL PAN -SITE VERIFY AND CONFIRM LAYOUT WITH ARCHITECT PRIOR TO FABRICATION INSTALL SWING DOORS AFTER PERFORMING WALL SHEATHING REPAIRS AND FLASHING PER DETAILS. SET IN TOE BEAD OF CAULK. NEW 24 GAUGE METAL SILL PAN SET IN BED OF SEALANT, SEE ISOMETRIC ABOVE. NEW 5/4 X CEDAR TRIM NEW 24 GAUGE METAL FLASHING SET IN BED OF SEALANT EXISTING CONCRETE a. a a d• Q a° d 4" a a a a REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW FIBER -CEMENT SIDING PER ELEVATION SLOPE HORIZONTAL LEG TO 10' MIN. .F. v NEW 12" BASE FLASHING OR LIQUID FLASHING SELF-ADHESIVE FLASHING MEMBRANE OR 2ND COAT LIQUID FLASHING OVER METAL HEAD FLASHING STARTER STRIP NEW 24 GA. METAL HEAD FLASHING, SET IN SEALANT NEW 2XFlBER-CEMENT TRIM ENTRY DOOR AND FRAME PER SCOPE, PREP AND PAINT EXISTING SCREEN DOOR, WHERE OCCURS -*NOTE:**' 1. DO NOT CUT OR PUNCTURE FLASHING AT FOLD. CONFIRM THERE IS NO CONFLICT BETWEEN NEW FLASHING WITH NEW WINDOW OPERATION. Swing Door Head Flashing at Lap Siding Scale: 3" = 1' - 0" SOLDER ALL SEAMS, TYP. rI t Ivu 95 E INTERIOR FILLET BEAD NEW WOOD TRANSITION STRIP AS REQUIRED — EXISTING FINISH FLOORING SET IN TOE BEAD OF SEALANT EXISTING FRAMING w �FR�Fy 1160 R 2" NEW 24 GAUGE STAINLESS STEEL SILL PAN, SITE VERIFY AND CONFIRM LAYOUT WITH ARCHITECT PRIOR TO FABRICATION BRAKE HEMMED FRONT EDGE 5 DEGREES INSTALL SWING DOORS AFTER PERFORMING WALL SHEATHING REPAIRS AND FLASHING PER DETAILS. SET THRESHOLD IN TOE BEAD OF CAULK NEW 24 GAUGE STAINLESS STEEL SILL PAN SET IN BED OF SEALANT, SEE ISOMETRIC ABOVE REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY ENTRY DOOR AND FRAME PER SCOPE, PREP AND PAINT J,, J\ A NEW 9" JAMB FLASHING - MOSTOP w NEXT OR LIQUID FLASHING FROM FRAME TO 9" MIN. ONTO WALL Z EXISTING SCREEN DOOR, WHERE OCCURS NEW 2X FIBER -CEMENT TRIM 1/2"/ / 3/8" NEW BACKER ROD AND SEALANT 'J'-CHANNEL METAL TRIM NEW FIBER -CEMENT SIDING PER ELEVATION NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED Swing Door Jamb Flashing at Lap Sidin Scale: 3" = 1' - 0" SOLDER ALL SEAMS, TYP. HEM VERTICAL LEG, TYP. 95 DEG. INTERIOR FILLET BEAD NEW WOOD �oRiFy 00R NEW 24 GAUGE METAL SILL PAN -SITE VERIFY AND CONFIRM LAYOUT WITH ARCHITECT PRIOR TO FABRICATION SILL PAN ISOMETRIC TRANSITION STRIP AS INSTALL NEW SWING DOOR AFTER PERFORMING WALL REQUIRED SHEATHING REPAIRS AND FLASHING PER DETAILS. SET IN TOE BEAD OF CAULK. EXISTING FINISH NEW 24 GAUGE METAL SILL PAN SET IN BED OF SEALANT, FLOORING SEE ISOMETRIC ABOVE. NEW WATERPROOF DECK COATING PER SCOPE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS REMOVE EXISTING DECKING AND INSTALL NEW 3/4" PLYWOOD DECK SHEATHING 4" EXISTING FRAMING " 2EXISTING DECK FRAMING s I KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 :1 Details Swing Door Jamb Flashing at Lap Siding (Inside Corner' Scale: 3" =1' - 0" Swing Door Sill Flashing (Where Occurs Scale: 3" =1' - 0" Swing Door Sill Flashing (Occurs Scale: 3" =1' - 0" Swing Door Sill Flashing at Deck Scale: 3" =1' - 0" Am4,4 © 2024 KILBURN ARCHITECTS, LLC REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE AND AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW HARDIE PANEL PER ELEVATIOP SLOPE HORIZONTAL LEG TO 10' MIN. F. NEW 12" BASE FLASHING OR LIQUID FLASHING SELF-ADHESIVE FLASHING -J� MEMBRANE OR 2ND COAT LIQUID FLASHING OVER METAL HEAD FLASHING HORIZONTAL BASE PANEL TRIM NEW 24 GA. METAL HEAD FLASHING, SET IN SEALANT NEW 2X FIBER -CEMENT TRIM DOOR AND FRAME PER SCOPE, PREP AND PAINT ***NOTE:**` 1. DO NOT CUT OR PUNCTURE FLASHING AT FOLD. CONFIRM THERE IS NO CONFLICT BETWEEN NEW FLASHING WITH NEW WINDOW OPERATION. 2. ALL CUT EDGES OF HARDIE REVEAL MUST BE SEALED. FACTORY EDGES ARE FOR THE BOTTOM EDGE OF INSTALLATION. Swing Door Head Fllashing at Hardie Panel Scale: 3" = 1' - 0" REPAIR / REPLACE DAMAGED FRAMING PER SCOPE AND AS REQUIRED EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW FIBER -CEMENT SIDING PER ELEVATION SLOPE HORIZONTAL LEG TO 10' MIN. . F. 'v NEW 12" BASE FLASHING OR LIQUID FLASHING SELF-ADHESIVE FLASHING MEMBRANE OR 2ND COAT LIQUID FLASHING OVER METAL HEAD FLASHING STARTER STRIP NEW 24 GA. METAL HEAD FLASHING, SET IN SEALANT EXISTING GARAGE DOOR AND FRAME PER SCOPE, PREP AND PAINT NEW GARAGE DOOR FOR BID ALT. ***NOTE:*** 1. DO NOT CUT OR PUNCTURE FLASHING AT FOLD. CONFIRM THERE IS NO CONFLICT BETWEEN NEW FLASHING WITH NEW WINDOW OPERATION. KtVAIK / KIzVLAI,t UANIAI AND AS NECESSARY DOOR AND FRAME PER S, AND PAINT NEW 9" JAMB FLASHING - NEXT OR LIQUID FLASHINI FRAME TO 9" MIN. ONTO V NEW 2 X FIBER -CEMENT T NEW BACKER ROD AND SI 'J'-CHANNEL METAL TRIM NEW HARDIE PANEL PER I NEW WEATHER-RESISTIVI MANUFACTURER'S RECOP EXISTING OR NEW 5/8" TY ,. . SCOPE AND AS REQUIRED ***NOTE:***. 1. ALL CUT EDGES OF HARDIE REVEAL MUST BE SEALED. FACTORY EDGES ARE FOR THE BOTTOM EDGE OF INSTALLATION. Swing Door Jamb Flashing at Hardie Panel Scale: 3" = 1' - 0" REPAIR / REPLACE DAMAGED FRAMING PER SCOPE AND AS NECESSARY NEW GARAGE DOOR FOR BID ALT. —J / \ J EXISTING GARAGE DOOR AND FRAME PER SCOPE, PREP AND PAINT NEW 9" JAMB FLASHING MOSTOP Z m NEXT OR LIQUID FLASHING FROM Y FRAME TO 9" MIN. ONTO WALL NEW BACKER ROD AND SI J'-CHANNEL METAL TRIM NEW FIBER -CEMENT SIDING PER ELEVATION NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED SOLDER ALL SEAMS, TYP. HEMP'-- r" r 95 E BEAD OF SEALANT EXISTING GARAGE CONCRETE SLAB — w �FR�Fy 00,0 co 2„ NEW 24 GAUGE STAINLESS STEEL SILL PAN, SITE VERIFY AND CONFIRM LAYOUT WITH ARCHITECT PRIOR TO FABRICATION BRAKE HEMMED FRONT EDGE 5 DEGREES INSTALL NEW SWING DOORS AFTER PERFORMING WALL SHEATHING REPAIRS AND FLASHING PER DETAILS. SET THRESHOLD IN TOE BEAD OF CAULK NEW 24 GAUGE STAINLESS STEEL SILL PAN SET IN BED OF SEALANT, SEE ISOMETRIC ABOVE Swing Door Sill Flashing - Garage Scale : 3" = 1'- 0" REPAIR / REPLACE DAMAGED FRAMING PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE AND AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW HARDIE PANEL PER ELEVATIO1 NEW 12" BASE FLASHING _ OR LIQUID FLASHING SELF-ADHESIVE FLASHING MEMBRANE OR 2ND COAT LIQUID FLASHING OVER METAL HEAD FLASHING HORIZONTAL BASE PANEL TRIM NEW 24 GA. METAL HEAD FLASHING, SET IN SEALANT SLOPE HORIZONTAL LEG TO 10' MIN. . F. EXISTING GARAGE DOOR AND FRAME PER SCOPE, PREP AND PAINT NEW GARAGE DOOR FOR BID ALT. ***NOTE:*** 1. DO NOT CUT OR PUNCTURE FLASHING AT FOLD. CONFIRM THERE IS NO CONFLICT BETWEEN NEW FLASHING WITH NEW WINDOW OPERATION. 2. ALL CUT EDGES OF HARDIE REVEAL MUST BE SEALED. FACTORY EDGES ARE FOR THE BOTTOM EDGE OF INSTALLATION. REPAIR / REPLACE DAMAGED FRAMING PER SCOPE AND AS NECESSARY NEW GARAGE DOOR FOR BID ALT. EXISTING GARAGE DOOR AND FRAME PER SCOPE, PREP AND PAINT Q NEW 9" JAMB FLASHING MOSTOP m ►1*4ri1:»[6-1 - IIIIIIIIIII®�® FRAME TO 9" MIN. ONTO WALL NEW BACKER ROD AND SI 'J'-CHANNEL METAL TRIM NEW HARDIE PANEL PER ELEVATION NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER - MANUFACTURER'S RECOMMENDATIONS EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED ***NOTE:***. 1. ALL CUT EDGES OF HARDIE REVEAL MUST BE SEALED. FACTORY EDGES ARE FOR THE BOTTOM EDGE OF INSTALLATION. KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 Details Garage Door Head Flashing at Lap Sidin Scale: 3" =1' - 0" Garage Door Jamb Flashing at Lap Sidin Scale: 3" =1' - 0" Garage Door Head Flashig at Hardie Panel Scale: 3" =1' - 0" Garage Door Jamb Flashing at Hardie Panel Scale: 3" =1' - 0" Am4,5 © 2024 KILBURN ARCHITECTS, LLC REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY REPAIR / REPLACE DAMAGED FRAMING AND EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, INSULATION PER SCOPE AND AS NECESSARY PER SCOPE AND AS REQUIRED EXISTING OR NEW %" TYPE'X' GYPSUM NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER h SHEATHING, PER SCOPE AND AS REQUIRED ;;. MANUFACTURER'S RECOMMENDATION NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL ` P PER MANUFACTURER'S RECOMMENDATION c NEW FIBER -CEMENT SIDING PER ELEVATION w r z NEW FIBER -CEMENT SIDING PER ELEVATION YYam_ �'•::; v 4' '. NEW 12" MIN. BASE FLASHING - FORTIFLASH (E) F MIN u' NEW 12" BASE FLASHING - FORTIFLASH NEW LI UID-FLASHIMG THICKNESS OF Q SHEATHING MEMBRANE OR SELF-ADHESIVE Y FLASHING OVER METAL FLASING r(E)FRAMIN NEW LIQUID FLASHING MEMBRANE OR N N SELF-ADHESIVE FLASHING OVER METAL FLASHING _ NEW STARTER STRIP X= NEW STARTER STRIP : :4.a• :';:' _ NEW 24 GA. SS. FLASHING, WITH%" HEMMED EDGE, SET 24 GA. METAL FLASHING, SEALANT AT BOTTOM OF IN CONTINUOUS BED OF DOW 790 SEALANT, SLOPE SHEATHING HORIZONTAL LEG 10' MIN. TAPE FOR A CONTINUOUS N — VISIBLE JOINT E CONCRETE 5� FOUNDATION b� WALL •`' SLOPE GRADE AWAY FROM 9 .. 9 b''• BUILDING TYP4'0 ;�...:., .... :..... •. 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EXISTING FOUNDATION S G OU NDATI 0 FOUNDATION WALL ***NOTE:*** 1. ALL CUT EDGES OF HARDIE PANEL MUST BE SEALED. FACTORY EDGES ARE FOR THE BOTTOM EDGE OF INSTALLATION. Siding Termination at Grade (F-C Panel Sidin Scale: 3" = 1' - 0" CD NOTE: NEW 24 GAUGE FULLY SOLDERED METAL SADDLE FLASHING, AT DECK EDGE INTERSECTION WITH ADJACENT WALL, VERIFY CONDITIONS IN THE FIELD. �— REPAIR / REPLACE DAMAGED FRAMING AND NEW BLOCKING AS REQUIRED INSULATION PER SCOPE AND AS NECESSARY EXISTING DECK FRAMING ". EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED NEW 2" CONTINUOUS FRY VENT, RUN PERPENDICULAR TO FLOOR JOISTS, PROVIDE A SECOND VENT AT THE OPPOSITE PA NEW WEATHER -RESISTIVE AIR BARRIER, TYP. - END OF THE JOIST CAVITIES, FOR FLOW -THROUGH INSTALL PER MANUFACTURER'S RECOMMENDATION VENTILATION Gy NEW DECK COATING PER SCOPE NEW HARDIE PANLE NEW 5/8" TYPE'X' GYPSUM SOFFIT PER SCOPE: NEW 12" MIN. BASE FLASHING - FORTIFLASH NEW 3/4" PLYWOOD DECK LY. SHEATHING PER SCOPE NEW 1 X 2 FIBER -CEMENT TRIM SLOPE _Ilk 4" -� NEW LIQUID FLASHING MEMBRANE OR 'V SELF-ADHESIVE FLASHING MEMBRANE OVER Ui METAL FLASHING PER SCOPE NEW FIBER -CEMENT SIDING PER ELEVATION NEW STARTER STRIP NEW 24 GA. METAL DECK TO WALL FLASHING NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER m -; MANUFACTURER'S RECOMMENDATIONS NEW DECK COATING PER SCOPE O { A N SLOPE _ EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE 1/4" MIN. / FT. AND AS REQUIRED REPAIR / REPLACE DAMAGED FRAMING AND INSULATION 4" PER SCOPE AND AS NECESSARY NEW 3/4" PLYWOOD DECK SHEATHING PER SCOPE 2_(E) fi F MING INEW EXISTING DECK FRAMING BLOCKING AS REQUIRED EXISTING DECK FRAMING NEW 5/8" TYPE'X' GYP SOFFIT PER SCOPE ----\ _ M NEW 2" CONTINUOUS PERFORATED METAL VENT, RUN PERPENDICULAR TO FLOOR JOISTS, PROVIDE A SECOND VENT AT THE OPPOSITE END OF THE JOIST CAVITIES, FOR FLOW -THROUGH VENTILATION 0 co SADDLE FLASHING ISOMETRIC NEW FACE MOUNTED RAILING PER SCOPE NEW CONTINUOUS 24 GA. METAL FLASHING WITH 1/2" HEM, PLANE DECKING EDGE TO ACCEPT FLASHING MATCH TYP. DECK EDGE FLASHING NEW PT. BLOCKING AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. EXISTING BEAM NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE PROVIDE HEX -CAPS AT BOLTS OR PAINT, MATCH COLOR TO RAILING, TYP. + EPDM GASKET "A NEW 5/4 X FIBER -CEMENT FASCIA BOARD, KERF CUT DRIP EDGE NEW 1 X FIBER -CEMENT TRIM COLUMN BEYOND = ,.M .4.. REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW %" TYPE'X' GYPSUM CNEW SHEATHING, PER SCOPE AND AS REQUIRED 1�a WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATION z NEW HARDIE PANLE O ; -- NEW 12" BASE FLASHING - FORTIFLASH I I F NEW LIQUID FLASHING MEMBRANE OR SELF-ADHESIVE FLASHING OVER METAL IN FLASHING I I� y ---NEW STARTER STRIP CD r NEW 24 GA. SS. FLASHING, WITH %" HEMMED EDGE, SET l IN CONTINUOUS BED OF DOW 790 SEALANT, SLOPE HORIZONTAL LEG 10' MIN. TAPE FOR A CONTINUOUS N VISIBLE JOINT bQ EXISTING CONCRETE PATIO :.° . S GCO C 0 , ***NOTE:*** 1. ALL CUT EDGES OF HARDIE PANEL MUST BE SEALED. FACTORY EDGES ARE FOR THE BOTTOM EDGE OF INSTALLATION. SEC Siding Termination at Conc. (F-C Panel Sidin Scale: 3" = 1'- 0" I 3/8" 3/8" ,'f2d7 k�Sk�'GY ,:t•,Fr PLAN i NEW 1 X FIBER -CEMENT WRAP NEW WEATHER -RESISTIVE BARRIER, TYP. EXISTING POST KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kiIburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF SHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 :1 Details Siding Termination at Soffit Scale :3" =1' - 0" Deck to Wal Falshin Scale : 3" =1' - 0" r%AAI/ IC.JNA .III Scale: 3" =1' - 0" Column Wra Scale : 3" =1' - 0" Am4,6 © 2024 KILBURN ARCHITECTS, LLC v�` c04Ur1'bV VHF SECTION COZ �C04 co 2-PIECE FLASHING ISOMETRIC EXISTING POST i< NEW WEATHER -RESISTIVE BARRIER iCO4 NEW SELF-ADHESIVE FLASHING OR LIQUID FLASHING NEW 1 X FIBER -CEMENT WRAP, BEVEL CUT AT BOTTOM NEW 24 GA. PRE -FINISHED METAL FLASHING, PROVIDE SOLDERED CORNERS NEW SELF-ADHESIVE FLASHING OR LIQUID FLASHING EXISTING OR NEW NEW 1/2" PT BLOCKING •� r4 SS. POST BASE I °a NEW 1 X FIBER -CEMENT BASE TRIM, MITER AT CORNERS, HARDWARE AS BEVEL CUT AT BOTTOM REQUIRED � NEW 24 GA. 2-PIECE SS. BOOT FLASHING W/ 1/2 HEMMED EDGE, t=k� SET IN CONTINUOUS BED OF DOW 790 SEALANT, SLOPE z HORIZONTAL LEG 10° MIN. TAPE FOR A CONTINUOUS VISIBLE JOINT � III 1 E I�TING QONCRIETE PAI10 Column Base - Section Scale: 3" = 1' - 0" REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE NEW WEATHER -RESISTIVE BARRIER, TYP. NEW HARDIE PANEL PER ELEVATION FASTENER NEW OUTSIDE CORNER TRIM EXISTING POST NEW W.R.B, TYP. NEW 1 X F-C COLUMN WRAP,NOTCH AS REQUIRED AND BEVEL CUT AT BOTTOM NEW SELF-ADHESIVE FLASHING MEMBRANE OR LIQUID -FLASHING OVER METAL FLASHING NEW DECK COATING PER SCOPE NEW 3/4" PLYWOOD DECK SHEATHING PER SCOPE SLOPE 7 N EXISTING DECK FRAMING NEW 5/8" TYPE'X' GYP SOFFIT PER SCOPE NEW 2" CONTINUOUS PERFORATED METAL VENT, RUN PERPENDICULAR TO FLOOR JOISTS, PROVIDE A SECOND VENT AT THE OPPOSITE END OF THE JOIST CAVITIES, FOR FLOW THROUGH VENTILATION EXISTING POST NEW FACE MOUNTED RAILING PER SCOPE co NEW 24 GA. METAL BOOT FLASHING, SET IN BED OF SEALANT NEW CONTINUOUS 24 GA. METAL FLASHING WITH 1/2" HEM, PLANE DECKING EDGE TO ACCEPT FLASHING MATCH TYP. DECK EDGE FLASHING M NEW PT. BLOCKING AS REQUIRED _ NEW WEATHER -RESISTIVE BARRIER, TYP. EXISTING BEAM NEW 5/8" TYPE'X' GYPSUM SHEATHING PER Xs3` SCOPE t PROVIDE HEX CAPS AT BOLTS OR PAINT, C °•t. MATCH COLOR TO RAILING, TYP. nnnlr C&4rnn x.j,1 ('nhimn Scale: 3" = 1'- 0" EPDM GASKET NEW 5/4 X FIBER -CEMENT FASCIA BOARD, KERF CUT DRIP EDGE SEALANT NEW WEATHER -RESISTIVE BARRIER, TYP. NEW 1 X FIBER -CEMENT TRIM NEW FIBER -CEMENT SIDING PER ELEVATION NEW ALUMINUM INSIDE CORNER TRIM PROVIDE%8' SEALANT GAP, PER MANUFACTURER'S RECOMMENDATIONS, TYP., APPLY SEALANT NEW HARDIE PANEL PER ELEVATION NEW WEATHER -RESISTIVE BARRIER EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY Siding Outside Corner (F-C Lap Sidin Scale: 6" = 1'- 0" REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE NEW WEATHER -RESISTIVE BARRIER, TYP. NEW FIBER -CEMENT SIDING PER ELEVATION NEW FIBER -CEMENT SIDING PER ELEVATION NEW ALUMINUM INSIDE CORNER TRIM PROVIDE%" SEALANT GAP, PER MANUFACTURER'S RECOMMENDATIONS, TYP., APPLY SEALANT FASTENER NEW FIBER -CEMENT SIDING PER ELEVATION PROVIDE %" SEALANT GAP, PER —� NEW WEATHER -RESISTIVE BARRIER MANUFACTURER'S RECOMMENDATIONS, TYP., APPLY SEALANT EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE NEW OUTSIDE CORNER TRIM <.:,:. REPAIR / REPLACE DAMAGED FRAMING AND ' INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING NEW WEATHER -RESISTIVE BARRIER TYP. NEW HARDIE PANEL PER SCOPE, TYP. NEW HARDIE HORIZONTAL REVEAL TRIM NEW HARDIE PANEL PER SCOPE, TYP. REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY Siding Inside Corner (F-C Lap Sidin Scale: 6" = 1'- 0" REPAIR / REPLACE DAMAGED FRAMING AND iAici a ATinKI non cnnnr! Anin Ac Air!nr!ccAnv NEL PER SCOPE, TYP. RESISTIVE BARRIER TYP. I RTICAL REVEAL TRIM _N 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 :1 Details Siding Outside Corner (F-C Panel Sidini Scale: 6" = 1'- 0" Siding Inside Corenr (F-C Panel Sidinl Scale: 6" 1'- 0" Panel to Panel wl Horizontal Trim Scale: 6" =1' - 0" Panel to Panel wl Vertical Trim Scale: 6" =1' - 0" Am4,7 © 2024 KILBURN ARCHITECTS, LLC O W.R.B. (WEATHER- " RESISTIVE BARRIER), PER DETAILS O NEW 24 GA. METAL FLASHING, OVERLAP & MITER AT CORNER. SET IN BED OF SEALANT TRIM, MITER JOINT APPLY W.R.B. OVER 3a FLASHING, PER DETAILS Belly Band Outside Corner Scale: N.T.S EXISTING ROOF SHEATHING, REPAIR DAMAGED SHEATHING PER SCOPE AND Ac Rini imm NEW FULLY CORN NEW FIBER- CEMENT SIDING TO MATCH ELEVATION NEW FIBER -CEMENT SIDING NEW CORNER TRIM PER DETAIL NEW ROOF W/ NEW UNDERLAYMENT PER SCOPE EXISTING OUTRIGGERS NEW 2 X3 F-C TRIM WITH 1/2" RABBET SEALANT EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW FIBER -CEMENT SIDING PER ELEVATION REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY W.R.B. W.R.B. ( FATHER - RESISTIVE BARRIER), PER DETAILS NEW 24 GA. FULLY SOLDERED METAL PREFAB. CORNER FLASHING 10V O s/ = APPLY W.R.B. OVER FLASHING, PER DETAILS `NEW METAL FLASHING. OVERLAP, TYP. SET IN BED OF SEALANT Belley Band Terminaton - Inside Corner Scale: N.T.S EXISTING ROOF SHEATHING, REPAIR DAMAGED SHEATHING PER SCOPE AND AS REQUIRED NEW UNDERLAYMENT PER SCOPE NEW ROOF PER SCOPE EXISTING VENTED BLOCKING NEW 2 X 3 CEDAR TRIM WITH 1/2" RABBET SEALANT EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW FIBER -CEMENT SIDING PER ELEVATION REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY Belly Band - Section Scale: 3" = 1' - 0" 3„ z N � REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW FIBER -CEMENT LAPS SIDING PER ELEVATION NEW LIQUID FLASHING OR SELF-ADHESIVE FLASHING MEMBRANE NEW 24 GA SS. METAL FLASHING, PROVIDE SHIM FOR SLOPE UNDER FLASHING AS REQUIRED - z v � V.I.F NEW 2 X FIBER -CEMENT TRIM NEW FIBER -CEMENT LAP SIDING PER ELEVATION, PROVIDE 1/8" GAP AT SIDING / TRIM JOINT NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS 11 REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW FIBER -CEMENT SIDING PER ELEVATION NEW 12" MIN. BASE FLASHING - FORTIFLASH NEW LIQUID FLASHING OR SELF-ADHESIVE FLASHING MEMBRANE PER SCOPE NEW 24 GA. MIN. PRE -FINISHED METAL FLASHING, WITH 1/2" HEMMED EDGE NEW STARTER STRIP NEW ROOF PER SCOPE ,,,�rnrEcr EXISTING ROOF FRAMING NEW UNDERLAYMENT N 6" REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW 12" MIN. BASE FLASHING - FORTIFLASH NEW LIQUID FLASHING OR SELF-ADHESIVE FLASHING MEMBRANE PER SCOPE NEW 24 GA. MIN. PRE -FINISHED METAL STEP FLASHING NEW STARTER STRIP NEW ROOF PER SCOPE NEW ROOF UNDERLAYMENT EXISTING FRAMING KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 :1 Details Siding Termination at Roof Rake - Lap Sidin Scale: 3" =1' - 0" Siding Termination at Roof Eave - Lap Siidn Scale: 3" =1' - 0" Siding Termination at Roof to Wall (Where Occurs' Scale: 3" = 1' - 0" Siding Termination at Roof Rake to Wall Scale: 3" =1' - 0" Am4,8 © 2024 KILBURN ARCHITECTS, LLC =W ROOF PER SCOPE =W CONTINUOUS 24 GAUGE METAL DRIP EDGE _ASHING WITH 1/2" HEM EW METAL GUTTER PER SCOPE EW 5/4 X FASCIA TRIM BOARD VVI ICI[/HI CHVC NEW ROOF PER SCOPE 24 GA. METAL RAKE EDGE FLASHING NEW 5/4 X FASCIA TRIM BOARD NEW 5/4 X FASCIA TRIM BOARD Roof Eave and Rake Scale: 3" = 1' - 0" JG, HOLD 2" MIN. ABOVE ROOFING. CU1 -Y TO PROVIDE CONSISTENT )US EDGE RAKE FLASHINGS TO RIDGE - SEE 3HING DETAIL FLASHING PER DETAIL XISTING FASCIA AND GUTTER PER ISOMETRIC EXISTING ROOF SHEATHING, REPAIR DAMAGED SHEATHING PER SCOPE AND Ac oC:ni uoc:n NEW ROOF PER SCOPE EXISTING OUTRIGGERS NEW 2 X3 F-C TRIM WITH 1/2" RABBET SEALANT EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW HARDIE PANEL SIDING PER ELEVATION REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY Siding Termination at Roof Rake - F-C Panel Scale: 3" = 1' - 0" PLUMB CUT DIVERTER, CLOSE EN VERIFY WITH SIDING THICKNESS PLUMB CUT WHERE INSTALLED A' OVER W.R.B. a NOTE: SOLDER ALL JOINTS NEW FIBEF NEW 24 GP STEPPED[ DIVERTER (PART OF [ PROVIDE EXISTING ( METAL DRI EXISTING ROOF SHEATHING, REPAIR DAMAGED SHEATHING PER SCOPE AND AS REQUIRED NEW UNDERLAYMENT PER SCOPE NEW ROOF PER SCOPE EXISTING VENTED BLOCKING NEW 2 X 3 CEDAR TRIM WITH 1/2" RABBET SEALANT EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING, PER SCOPE AND AS REQUIRED NEW WEATHER -RESISTIVE BARRIER, TYP. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS 0IWAAnoF.1: Ill101117.1011a�91111lk[H»:■:I111111%1100 LI REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY Siding Termination at Roof Eave - F-C Panel Scale: 3" = 1' - 0" KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 permit 3.26.2024 :1 Details D�4n ►A► --%II Cfnv% it- rli,.inrfnr Clnehinn --mf Dnnf Cwn Scale: N.T.S rliuinrfnr C1-_iehinrn _ 1eo%m^fr1n Scale: N.T.S D�Irn Wmill 2- llivnr Cl-_%ehinn _ Cnnfio%n Scale: N.T.S Am4,9 © 2024 KILBURN ARCHITECTS, LLC BOTTOM FL VENT COLL COVER TOI SIDING, V.I. Vent Penetration at LaD Sidin Scale: 3" = 1' - 0" EPAIR / REPLACE DAMAGED FRAMING AND JSULATION PER SCOPE AND AS NECESSARY XISTING OR NEW 5/8" TYPE'X' GYPSUM HEATHING PER SCOPE JEW FIBER -CEMENT LAP SIDING JEW WEATHER -RESISTIVE BARRIER, TYP. JEW SELF-ADHESIVE FLASHING MEMBRANE OR _IQUID-FLASHING MEMBRANE JEW 12" HEAD FLASHING - FORTIFLASH BUTYL STARTER JEW FULLY SOLDERED 24 GAUGE METAL -LASHING COLLAR, SEE NEXT DETAIL JEW 24 GAUGE METAL VENT COVER, SEE NEXT DETAIL JEW SLEEVE ATTACH TO LOUVERED VENT OVER WITH SEALANT JEW VINYL LOUVERED VENT TERMINATION LASHING COLLAR, BEYOND SET IN BED OF SEALANT SEALANT JOINT NEW SILL FLASHING - MOISTOP NEXT NEW FIBER -CEMENT SIDING PER SCOPE EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE NEW WEATHER -RESISTIVE BARRIER, TYP. NEW DECK COATING MEMBRANE PER SCOPE EXISTING 3/4" PLYWOOD DECK SHEATHING EXISTING DECK FRAMING NEW VINYL LOUVERED VENT TERMINATION NEW 2X BLOCKING AS NECESSARY NEW 24 GA. METAL MECHANICAL VENT BOX, PROVIDE%" DRIP AT BOTTOM EDGES NEW 5/8" TYPE'X' GYP. SOFFIT THROUGHOUT RECESS NEW 1X2 HARDIE TRIM BOTTOM FI VENT COLL COVER TOI SIDING, V.I. EXTEND SLEEVE 4" MIN. OVER EXISTING DUCT SLOPE BOTTOM AND TOP FLANGES .ASHING ISOMETRIC w w �of cn w 5" VENT COVER ISOMETRIC ISOMETRICS NOT TO SCALE NOTE: WHERE MULTIPLE VENTS OCCUR, GANG UNDER ONE HOOD. VERIFY WITH ARCHITECT. REMOVABLE VENT COVER. ATTACH WITH GASKETED FASTENERS Vent Collar and Vent Cover Flashina - Isometric Scale:N.T.S EPAIR / REPLACE DAMAGED FRAMING AND ISULATION PER SCOPE AND AS NECESSARY EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING 'ER SCOPE JEW SELF-ADHESIVE FLASHING MEMBRANE OR LIQUID =LASHING JEW WEATHER -RESISTIVE BARRIER, TYP. JEW 12" BASE FLASHING JEW HARDIE PANEL SIDING JEW SELF-ADHESIVE FLASHING MEMBRANE OR LIQUID :LASHING JEW FULLY SOLDERED 24 GAUGE METAL -LASHING COLLAR, SEE ISOMETRIC iTARTER STRIP EXISTING OR NEW 24 GAUGE METAL VENT COVER PER SCOPE EXISTING OR NEW SLEEVE ATTACH TO _OUVERED VENT COVER WITH SEALANT JEW VINYL LOUVERED VENT TERMINATION :LASHING COLLAR, BEYOND SET IN BED OF SEALANT NEW BACKER ROD AND SEALANT AT BOTTOM AND SIDES 'J'-CHANNEL TRIM NEW HARDIE PANEL NEW 12" BASE FLASHING NEW WEATHER -RESISTIVE BARRIER TYP. - TUCK UNDER BASE FLASHING EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE Vent Penetrateion at Belly Band Scale: 3" = 1' - 0" NOTE: LIQUID FLASHING EVENLY AT LEAST 2" ONT AND AT LEAST 1" OUT ALONG ALL SIDES OF PENETRATION 'LACE DAMAGED FRAMING AND INSULATION PER SCOPE ESSARY NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE ER RESISTIVE BARRIER, TYP. ;EMENT SIDING DHESIVE FLASHING MEMBRANE OR LIQUID -FLASHING IUOUS 24 GAUGE METAL FLASHING IEW 24 GAUGE METAL FLASHING COLLAR, SEE IEXT DETAIL IEW 24 GAUGE METAL VENT COVER CENTER HOOD (ERTICALLY IN BELLY BAND, SEE NEXT DETAIL IEW SLEEVE ATTACH TO LOUVERED VENT COVER VITH SEALANT IEW VINYL LOUVERED VENT TERMINATION FLASHING COLLAR, BEYOND >ET IN BED OF SEALANT R-CEMENT TRIM ;EMENT SIDING, PROVIDE 1/8" GAP AT SIDING / TRIM JOINT NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE ER RESISTIVE BARRIER, TYP. VERIFY LAP UNDER BELLY BAND FLASHING w� LzOf cn w > 2„ EXTEND SLEEVE 4" MIN. OVER EXISTING DUCT SLOPE BOT. AND TOP FLANGES VENT FLASHING COLLAR ISOMETRIC w w it cn w � 5" 3 NOTE: WHERE MULTIPLE VENTS OCCUR, GANG UNDER ONE HOOD. VERIFY WITH ARCHITECT. REMOVABLE VENT COVER. ATTACH WITH GASKETED FASTENERS AND SLOPED TOP VENT COVER ISOMETRIC ISOMETRICS NOT TO SCALE Vent Collar and Vent Cover Flashing at Belly Band Scale: N.T.S ONEW FLASHING OR QUICKFLASH FLASHING PANEL WHERE APPLICABLE FIT TIGHT SUBSTRATE AROUND PENETRATI j FORTI FLASH BUTYL AT TOP. 4)2x F-C BLOCKING, I EDGES. SOLID OR WEATHER -CUT SPI BLOCK WHERE NECESSARY �,G S �' �G� tia���O���P�GN\� 4)FL FLASHING CAP, ©ti° HEMMED DRIP I ONEW SELF-ADHESIVE FLASHING 5 k�F FOLD UNDER CUT FLASHING AS SHOWN MEMBRANE LAP OVER TOP FLANGE OF NEW SELF-ADHESIVE FLASHING METAL CAP AT JAMBS OLEAVE %" GAP AT HEAD. PROVIDE SEALANT END DAMS AFTER SIDING INSTALLED I I I NOTES: PROVIDE BLOCKING FOR ALL ITEMS ATTACHED TO BUILDINGS, VERIFY EXCEPTIONS WITH ARCHITECT PROVIDE MOCK-UP TO ENSURE A CONTINUOUS SEAL AT SELF-ADHESIVE FLASHINGS, APPLY FIRM PRESSURE WITH A ROLLER ALONG THE ENTIRE LENGTH OF EACH STRIP. VERIFY EXACT SIZE OF BLOCKING WITH FIXTURE I I I I I I I I J O6 NEW WEATHER-RESISTIVE/AIR )3ARRIER, PER DETAIL (NOT SHOWN) KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 :1 Details Recessed Vent at Deck Soffit Scale: 3" = 1' - -0" Vent Penetration at F-C Panel Scale: 3" =1' - 0" Penetration Pipe Scale:: N.T.S Penetration Blockin Scale: N.T.S Am4sl 0 © 2024 KILBURN ARCHITECTS, LLC METAL CASING BEAD NEW GYPSUM WALLBOARD AS REQUIRED FOR INSTALLATION OF NEW CURBING — NEW 2x CURBING NEW CANT STRIP EXISTING GYPSUM WALLBOARD TYPICAL SKYLIGHT CURB Skylight Curb Scale: 3" = 1' - 0" Q� v �O 5 �� /��\� EQ EQ UNDERLAYMENT ISO. co EQ EQ. FLASHING ISO. NEW OR EXISTING SKYLIGHT, REMOVE AND INSTALL PER NEW ROOFING AND FLASHING SPECIFICATIONS AND DETAILS AND SCOPE MULTIPLE -PLY MEMBRANE BASE FLASHING (8" MIN. HEIGHT) FEATHERED AT FIELD OF ROOF NEW ROOFING PER SCOPE, INSTALL PER MANUFACTURER'S SPECIFICATIONS EXISTING STRUCTURE OVERLAP VALLEY ICE & WATER SHEILD, AND UNDERLAYMENT 4" MIN IN STAGGERED PATTERN OVERLAP VALLEY FLASHING 6" MIN EXISTING OR NEW ROOFING MATERIAL, PER SCOPE AND AS REQUIRED NEW 24 GA. MIN. PRE -FINISHED METAL VALLEY FLASHING, WITHY2" HEMMED EDGES ATTACH EDGES OF VALLEY FLASHING WITH CLEATS TO AVOID PUNCTURE NEW ROOFING UNDERLAYMENT, PER SCOPE AND AS REQUIRED NEW ICE AND WATER SHEILD, PER SCOPE AND AS REQUIRED EXISTING OR NEW SHEATHING PER SCOPE NEW ASPHALT SHINGLE ROOF & UNDERLAYMENT - INSTALL PER MANUFACTURER'S RECOMMENDATIONS EXISTING ROOF NEW CONTINUOUS BEAD OF SHEATHING SEALANT 2 X BLOCKING AS REQUIRED EXISTING 4" 0 DUCT FROM KITCHEN EXHAUST FAN - SEAL TO VENT SLEEVE Exhaust Vent at Roof Scale: 3" = 1' - 0" NEW EXHAUST VENT CAP, INSTALL PER MANUFACTURE'S RECOMMENDATIONS CONTINUOUS BEAD OF SEALANT 2EXISTING ROOF FRAMING PER STRUCTURAL NEW SHINGLE RIDGE CAP NEW SHINGLE -OVER VENT )SITION SHINGLE ROOF LAYMENT "—"' ""'"'^' E RIDGE CAP LE -OVER VENT 1SITION SHINGLE ROOF LAYMENT NEW ROOF VENTILATION CAP, — INSTALL PER MANUFACTURER'S RECOMMENDATIONS DRESS LOWER EDGE OF FLASHING OVER SHINGLES AND SECURE PER MANUFACTURERS SPECS NEW ASPHALT SHINGLE ROOK INSTALL PER MANUFACTURE'S RECOMMENDATIONS NEW VENTILATION CAP INTEGRATED FLASHING DRESS LOWER EDGE OFF FLASHING OVER SHINGLES,A�D SECURE PER MANUFAc1JRERS SPECS _ NEW ASPHALT SHINGLE ROOF, INSTALL PER MANUFACTURE'S RECOMMENDATIONS NEW UNDERLAYMENT, INSTALL PER MANUFACTURE'S RECOMMENDATIONS NOTE: CUT APPROPRIATE SIZE OPENING IN UNDERLAY AND SUBSTRATE FOR VENT EXISTING ROOF SHEATHING PER STRUCTURAL FLASHING FIXED UNDER THE ASPHALT SHINGLES. FOLD TOP EDGE TO FORM MIN 1/2" ANTI -CAPILLARY HEM —7 Ventilation (Where Occurs Scale: N.TS NEW COMPOSITION SHINGLE ROOF PER SCOPE CONTINUOUS BEAD OF SEALANT NEW UNDERLAYMENT/ ICE & WATER SHIELD PER SCOPE EXISTING ROOF SHEATHING INSECT SCREEN 7 CONTINUOUS BEAD OF SEALANT ON FLASHING AND CONCEALED HALF OF SHINGLE PER MANUFACTURER'S SPECS. FLASHING TO OVERLAP LOWER SHINGLE TO ALLOW RAIN WATER TO RUN ONTO ROOF NEW O'HAGIN ATTIC VENT FOR COMPOSITION SHINGLE ROOFING PER SCOPE, INSTALL PER MANUFACTURER'S SPECIFICATIONS CONTINUOUS BEAD OF SEALANT EXISTING PENETRATIONS NEW BEAD OF ASPHALT ROOFING CEMENT BETWEEN PIPE AND FLANGE NEW 24GA. METAL FLASHING WITH %" HEMMED EDGE NEW PENETRATION FLASHING, SHINGLE OVER PER MANUF. RECOMMENDATIONS z fF ADDITIONAL NEW ICE AND WATER SHIELD, CUT TO FIT coAAROUND PIPE, S REQUIRED ALIGN WITH NAILING STRIP; PER SCOPE AND z 8 MlNINALI �IRECT/pNS NEW ROOFING PER SCOPE NEW ROOF UNDERLAYMENT, PER SCOPE AND AS REQUIRED NEW ICE AND WATER SHIELD, PER SCOPE AND AS REQUIRED 2EXISTING ROOF FRAMING Through Roof Pipe Flashin Scale: 3" = 1 '- 0" ere Occurs KILBURN ARCHITECTS LLC 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 :1 Details Roof Velley Flashin Scale: 3" =1' - 0" Ridge Vent at Roof (Where Occurs Scale : None Attic Vent (Where Occurs' Scale: 3" =1' - 0" Am4sl © 2024 KILBURN ARCHITECTS, LLC NEW LOW P VENT, TYP. a NEW FREFP NEW FIBER-t,LlvlLly I JI LJIIV\7 rLll L.LLVAII IVIV Gable Vent - Elevation Scale: 1/2" = 11- 0" )OF SLOPE EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE NEW WEATHER -RESISTIVE BARRIER, TYP. NEW SELF-ADHESIVE FLASHING MEMBRANE OR LIQUID -FLASHING NEW FIBER -CEMENT SIDING PER ELEVATION STARTER STRIP NEW 24 GAUGE METAL HEAD FLASHING, REFER TO DETAIL AT PENETRATION BLOCKING NEW 2 X 2 FIBER -CEMENT TRIM BACKER ROD AND SEALANT INSTALL EXISTING OR NEW FIRE EXTINGUISHER CABINET AFTER WALL SHEATHING REPAIRS BACKER ROD AND SEALANT NEW 2 X 2 FIBER -CEMENT TRIM, CHAMFER AT SIDES AND BOTTOM PROVIDE%" GAP, PER MANUFACTURER'S RECOMMENDATIONS, TYP.CAULK NEW FIBER -CEMENT SIDING PER ELEVATION NEW WEATHER -RESISTIVE BARRIER, TYP. EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY NEW ROOF PER S"' 24 GA. METAL RAI FLASHING NEW 5/4 X F-C BL( NEW 5/4 X F-C FA BOARD NEW 2X F-C TRIM NEW FREFAB. G) SS. INSECT SCRI NEW 2X F-C TRIM NEW BLOCKING F EXISTING GABLE NEW F-C SIDING NEW W.R.B, TYP. EXISTING OR NEV PER SCOPE Gable Vent - Section Scale: 1 1/2" = 11- 0" EXISTING OR NEW FIRE EXTI1"' I'QUCo rAOIAICr ACrCo IAIAI I QurATulnln REPAIRS BACKER ROD AND SEALANT NEW 2 X 2 FIBER -CEMENT TRI PROVIDE%" GAP, PER MANUF TYP. CAULK NEW WEATHER -RESISTIVE BF EXISTING OR NEW 5/8" TYPE' SHEATHING PER SCOPE NEW FIBER -CEMENT SIDING F ELEVATION NEW 24 GA. METAI. I LI IA AA I CV rlA I-1 IAII d M uCA AAACI, Min In Cr.,r r! QCr IN SEALANT, SEE C NEW SELF-ADHESI FRAMING & W.R.B NEW PT. 1 X BLOCI NEW W.R.B, TYP. EXISTING OR NEW SCOPE AND AS RE NEW FIBER-CEMEl` Chimney Cap Flashing - Sectioon Scale: 3" = 11- 0" EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE NEW WEATHER -RESISTIVE BARRIER, TYP. NEW SELF-ADHESIVE FLASHING MEMBRANE OR LIQUID -FLASHING NEW HARDIE PANEL NEW HORIZONTAL BASE PANEL TRIM NEW 24 GAUGE METAL HEAD FLASHING, REFER TO DETAIL AT PENETRATION BLOCKING NEW 2 X 2 FIBER -CEMENT TRIM BACKER ROD AND SEALANT INSTALL EXISTING OR NEW FIRE EXTINGUISHER CABINET AFTER WALL SHEATHING REPAIRS BACKER ROD AND SEALANT NEW 2 X 2 FIBER -CEMENT TRIM, CHAMFER AT SIDES AND BOTTOM NEW BACKER ROD AND SEALANT NEW J-CHANNEL METAL TRIM NEW HARDIE PANEL PER ELEVATION NEW WEATHER -RESISTIVE BARRIER, TYP. EXISTING OR NEW 5/8" TYPE'X' GYPSUM SHEATHING PER SCOPE REPAIR / REPLACE DAMAGED FRAMING AND INSULATION PER SCOPE AND AS NECESSARY SEGTIDN Chimney Cap Flashing - Isometric Scale: 3" = 1 I- 0" EXISTING OR NEW FIRE EXTIN' 11"' r'AOIAIrr ACrCo IAIAI I curArulnln REPAIRS BACKER ROD AND SEALANT NEW 2 X 2 FIBER -CEMENT TRI NEW BACKER ROD AND SEAL, NEW J-CHANNEL METAL TRIM NEW WEATHER -RESISTIVE BF EXISTING OR NEW 5/8" TYPE'. SHEATHING PER SCOPE NEW HARDIE PANEL PER ELE' KI LBURN ARCHITECTS LLC ALL 135 Lake Street South Suite 250 Kirkland, WA 98033 Tel: 206.682.521 1 Fax: 206.682.1403 www.kilburnarchitects.com 7302 REGISTERED ARCHITECT H. TODD KILBURN STATE OF WASHINGTON RESUB Sep 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wind and Wood - Exterior Re -clad 7730-7740196th St. SW Edmonds, WA 98026 permit Release Date bid 1.11.2024 Dermit 3.26.2024 :1 Details Fire Extinguisher Cabinet - Head & Sill atLap Siding Scale: 3"=11-0" Fire Extinguisher Cabinet - Jamb at Lap Siding Scale: 3" = V - 0" Fire Extinguisher Cabinet - Head & Sill at Panel Siding Scale: 3" =11- 0" Fire Extinguisher Cabinet - Jamb at Panel Siding Scale: 3" =11- -0" Am4,12 © 2024 KILBURN ARCHITECTS, LLC EXISTING OR NEW 5/8" TYPE'X'GYPSUM SHEATHING PER SCOP NEW WEATHER RESISTIVE BARRIER, TYP. NEW FIBER -CEMENT SIDING PER ELEVATION NEW LIQUID FLASHING 0RSELF-ADHESIVE FLASHING MEMBRANE I NEW STARTER STRIP ao| ��UUK� ,N NEW LIQUID FLASHING C\j NEW 2X FIBER -CEMENT TRIM BETWEEN GUSSETS NEW VAPROSHIELD SA 12 NEW 24 GAUGE METAL FLASHING // | HOOD, REFER TODETAIL #02FOR NBN'L'METAL--' \ \ � ISOMETRIC `- --BACKERRODAND SEALANT COVER UTILITY PANEL(S) OVERHANG BELOW EXISTING UTILITY BOX TOREMAIN EXISTING ORNEW SUBSTRATE ASREQUIRED, VERIFY |N FIELD Utility B Panel Shelter Head FU h^ Scale: 3" = 1'-0" JBNFIBER-CEMENT SIDING PER ELEVATION JBN2XFIBER-CEMENT TRIM BETWEEN GUSSETS JBNMETAL FLASHING HOOD PER ISOMETRIC. /ER|FYSIZES 0FEXISTING UT|LTYPANELS & NEW 2X2FIBER-CEMENT TRIM NEW BACKER ROD AND SEALANT JOINT AT BOTTOM AND SIDES :X|ST|NGUTILITY BOX, MOUNTED TO SUBSTRATE ELEVATION AT UTILITY PANEL NEW TYPICAL HEAD FLASHING ATALL UTILITY PANELS AND METER BOXES HEAD FLASHING ISOMETRIC GUSSET EXISTING SUBSTRAT PER SCOPE GUSSET EXISTING OR NEW 5/8" TYPE'X'GYPSUM SHEATHING PER SCOPE � _ � NEW FIBER -CEMENT SIDING PER ELEVATION, PROVIDE 188" GAP SIDING / TRIM JOINT PER MANUFACTURER'S SPECIFICATIONS, CAULK NEW WEATHER RESISTIVE BARRIER, TYP. NEW SELF-ADHESIVE FLASHING MEMBRANE DRLIQUID FLASHING NEW 2X2FIBER-CEMENT TRIM NEW BACKER ROD AND SEALANT EXISTING ORNEW SUBSTRATE ASREQUIRED, VERIFY |N FIELD EXISTING UTILITY BOX TOREMAIN Utility B Panel Shelter Jamb FU h^ SC8i8: 3" = 1'-0" PROVIDE DNERTERFLASHING ------ NEW SIDING, HOLD 2^MIN. ABOVE ROOFING. CUT CARE TO PROVIDE C0NS|STANTCONT|NUOl�SEDGE --�, NEW 24GA. METAL STEPPED RAKE FLASHING QIVERTERFLASH|NG ISOMETRIC SET |NSEALANT 24 GA. METAL FLASHING 1:� 24GA METALDNERTER FLASHING, FULLY SOLDER ALL JOINTS 'INSTALL D|VERTERFLASHING UNDER STEPPED RAKE FLASHING PLUMB CUT DNERTER. CLOSE END EXISTING OR NEW 5/8" TYPE'X'GYPSUM SHEATHING PER SCOP NEW WEATHER RESISTIVE BARRIER, TYP. NEW HARDIE PANEL PER ELEVATION NEW LIQUID FLASHING 0RSELF-ADHESIVE FLASHING MEMBRANE NEW STARTER STRIP 2ij I A I E0 _----------NEW LIQUID FLASHING NEW 2X FIBER -CEMENT TRIM BETWEEN GUSSETS NEW VAPROSHIELD SA 12 NEW 24 GAUGE METAL FLASHING // | HOOD, REFER TODETAIL #O2FOR NBN'UMETAL--' ISOMETRIC SEALANT COVER UTILITY PANEL(S) OVERHANG I BELOW EXISTING UTILITY BOX T0REMAIN EXISTING ORNEW SUBSTRATE ASREQUIRED, VERIFY |N FIELD Utility B Panel Shelter Head Flashing Panel Sidi Scale: 3" =1''[r EXISTING OR NEW 5/8" TYPE'X'GYPSUM SHEATHING PER SCOPE 10 IXTITM A 1:1111 F-11 I � _ � PLAN | NEW HARD|EPANEL PER ELEVATION NEW WEATHER RESISTIVE BARRIER, TYP. NEW SELF-ADHESIVE FLASHING MEMBRANE ORLIQUID FLASHING NEW J'CHANNELMETAL TRIM NEW BACKER ROD AND SEALANT NEW 2X2FIBER-CEMENT TRIM NEW BACKER ROD AND SEALANT EXISTING ORNEW SUBSTRATE ASREQUIRED, VERIFY |N FIELD EXISTING UTILITY BOX TOREMAIN | Utility B Panel Shelter Jamb Flashing Panel Sidi Scale: 3" = 1''0r ARCHITECTS |k~ 135 Lake Street South Suite 250 Kirkland, VVA08033 Te|:Z06GQZJZll Fax:Z0G.68Z]403 7302 REGISTERED STATE OF WASHINGTON �� �������� `�����v ���~� r CITY 0FEDMONDG DEVELOPMENT SERVICES DEPARTMENT Wind and Wood~ Exterior Re -clad 7730'7740196th St. SW Edmonds, WA98026 permit Release Date bid 1 11 2024 Utility B Panel Shelter Elevation Scale: 4/3'= 1'-0" D^ rtm^ Flashing at Garage Roof�N Unit ^t �� � �� � Scale: NTS �� J� �� 4 ,1 3