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APPROVED BLD BLD2022-0790+Architectural_Plan+6.17.2022_12.50.44_PM+2939457GENERAL NOTES 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 2018 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 2018 International Existing Building Code (IEBC), Chapter 7 & 8. CONSTRUCTION TYPE (assumed): Type V-B per 2018 IBC. Note: All existing ceiling, wall or floor cavities exposed during construction found uninsulated, or with damaged insulation, to be filled with insulation having a minimum R3/inch insulation value. Ref. SEC C503. 1 -Exception 1C. VICINITY PLAN c boo,tian Urlental marKet a ' r I 22611, PI SW n ' 2281h S1 SW 'Z 228th st sw a Fashion Dim Su rri 7 w a r 230th St SW °p Rise & Shine Bakery a !3tst St SW Free Delivery on 1 st Order 1 's Q BallingerPark Holly Ln Another Castle Video Games. x Maple Ln :!t 0 a U. Seattle i 234th Pi SW * 236thS1SW Lake Ballinger Safeway Beach 9 ?' a { n 238ch St SW Hosoonyi Korean d Edmount 9 a Island c ey 240th St SW / 8urlingtojn � 71PQ� PROJECT DATA PROJECT DESCRIPTION: Proposed exterior re -clad of existing buildings D & E. Demo existing siding, trim, and existing W.R.B. Install new W.R.B, new flashing, new siding, and new trim. Windows, sliding 228th St s►v glass doors, and metal doors to remain in place. No deck work and no roof work. No changes to existing use, occupancy, parking, and building 230rh� footprint. Exterior work only. A PROPERTY ADDRESS: 23231 Highway 99 s Edmonds, WA 98026 �q PARCEL NUMBER: 00576700001411 232rrd St SW LEGAL DESCRIPTION: SECTION 31 TOWNSHIP 27 RANGE 04 QUARTER NE a a 41 Q-S-T-R: N E-31-27-04 Mountla Trai LOT SIZE: 264,409.2 sq. ft. (6.07 Acres) YEAR BUILT: 1984 Lakeview Dr BUILDINGS: 6 (no change) Nile Shrine Golf Course DWELLING UNITS: 177 (no change) STORIES: 3 (no change) ZONING: --- (no change) Tzrrac N JURISDICTION: City of Edmonds STRUCTURE CLASS: Commercial STRUCTURE USE: 137 Multi-Fam 101-200 units N SITE PLAN SCALE: None (for Reference Only) SHEET INDEX A-0.1 Cover and Site Plan A-2.1 Elevations (Bldg. D & E) A-2.2 Elevations (Bldg. D & E) & Key Photos A-3.1 Details A-3.2 Details A-3.3 Details A-3.4 Details PROJECT TEAM CLIENT / OWNER Paul & Barbara Stephanus LLC Epic Asset Management 219 E Garfield St Suite 600 Seattle, WA 98102 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 GENERAL CONTRACTOR CDK CDK Construction Services, Inc. P.O. Box1767 Duvall, WA 98019 contact: Jared Brown jbrown@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 f�LI 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." 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 SHINGTON Pacific Park APT Building D & E 23231 Highway 99 Edmonds, WA 98026 Release Date draft 06.15.2022 1 Cover and Site Plan AmOol @ 2022 KILBURN ARCHITECTS, LLC EXISTING ROOF TO REMAIN, TYP. EXISTING WOOD PICKET RAILING 1 REMAIN, TYP. NEW % X 4 CEDAR CORNER TRIM, NEW % X 4 CEDAR SGD/WINDOW T EXISTING SGD TO REMAIN IN PLAC NEW 6" EXPOSURE HARDIE PLANK LAP SIDING, TYP. EXISTING ROOF TO REMAIN, TYP. NEW 6" EXPOSURE HARDIE PLANK LAP SIDING, TYP. EXISTING ROOF TO REMAIN, TYP. RCAI GICVOLIVI I - oluU. v WINDOW, TYP. TYP. PLACE, TYP. 1\ Scale : 3/16" = 1' - 0" (Building E is similar to this) (2) rront tlevauon - biag. u IVCVV L A L Ur-UMM I mim m I JIUCJ Vr IVCVV nmmuIC r'HIVCL MI VVIIVUVVVJ, IVCVV L A L Ur-UFirC I mim /i I JIUCJ Vr Scale : 3/16" = 1' - 0" (Building E is similar to this) WINDOW, TYP. TYP. WINDOW, TYP. NOTES: 1. Verify all conditions in the field. 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 Pacific Park APT Building D & E 23231 Highway 99 Edmonds, WA 98026 Release Date draft 06.15.2022 1 Elevations (Bldg. D & E) Am2sl © 2022 KILBURN ARCHITECTS, LLC EXISTING WOOD PICKET RAILING 1 NEW 6" EXPOSURE HARDIE PLANK LAP SIDING, TYP. EXISTING WOOD PICKET RAILING TO REMAIN, TYP. NEW 6" EXPOSURE HARDIE PLANK LAP SIDING, TYI Key Phots NOTES: 1. Verify all conditions in the field. rclgnt sioe tievation: i yplcai tsiag. u & t .�.. ,,,,,.�," ,,,.�"„ „ . I—v � "., ",,.,. 1 LAP SIDING, TYP. Scale : 3/16" = 1' - 0" (Building E is similar to this) C^ IL L 01UU CIUVdL1V1I: I Ypl(:dl DIU(J.. LJ IC I—v .�"„ , „ . L Scale : 3/16" = 1' - 0" (Building E is similar to this) 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 IL STATE OF SHINGTON Pacific Park APT Building D & E 23231 Highway 99 Edmonds, WA 98026 Release Date draft 06.15.2022 1 Elevations (Bldg. D & E) & Key Photos Scale : 3/16" = 1' - 0" Am2,2 © 2022 KILBURN ARCHITECTS, LLC WRB Installation - WeatherSmart Commercial N.T.S. EXISTING WINDOW TO REMAIN PROVIDE Y8" SEALANT GAP AT SIDING/TRIM JOINT PER MANUFACTURER'S SPECIFICATIONS, APPLY SEALANT EXISTING SILL WRAP TO REMAIN EXISTING STARTER BIB FLASHING TO REMAIN NEW HARDIE PANEL PER ELEVATION NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS EXISTING SHEATHING TO REMAIN Hardie Panle at Window Sill 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 18" 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) EXISTING SHEATHING TO REMAIN NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW HARDIE PLANK LAP SIDING PER ELEVATION NEW SELF-ADHESIVE FLASHING MEMBRANE NEW BASE FLASHING, 12" MOISTOP FORTIFLASH NEW STARTER STRIP NEW 24 GA. METAL HEAD FLASHING NEW 5/4 X 4 CEDAR TRIM, NOTCH TRIM TO RECEIVE NAILING FLANGE EXISTING SGD TO REMAIN n 11 v NOTES: DO NOT CUT OR PUNCTURE FLASHING AT FOLD, 9so CONFIRM THERE IS NO CONFLICT BETWEEN NEW FLASHING OR TRIM WITH SLIDING GLASS DOOR - OPERATION. V.I.F ,1/2" HEMMED EDGE SGD Head Flashin SLOPE HORIZONTAL LEG TO 5° MIN. V.I.F. 9so V.I.F -1/2" HEMMED EDGE Window Head Flahin Scale: 3" =1'-0" SGD Jamb Flashing wl Cedar Trim — SLOPE HORIZONTAL LEG TO 5° MIN. V.I.F. METAL HEAD FLASHING ;IAL, EXISTING SLIDING GLASS DOOR TO REMAIN ROD & SEALANT APE :DAR TRIM, NOTCH TRIM TO RECEIVE NAILING :ALANT GAP AT SIDING/TRIM JOINT PER ER'S SPECIFICATIONS, APPLY SEALANT 'LANK LAP SIDING PER ELEVATION LASHING 2-RESISTIVE BARRIER: WEATHERSMART INSTALL PER MANUFACTURER'S TIONS 3 FLASHING TO REMAIN %THING TO REMAIN PROVIDE %" SEALANT GAP AT SIDING/TRIM JOINT PER MANUFACTURER'S SPECIFICATIONS, APPLY SEALANT EXISTING WINDOW TO REMAIN NEW BACKER ROD AND SEALANT NEW 2 X 2 CEDAR TRIM, NOTCH TRIM TO RECEIVE NAILING FLANGE APPLY TAPE OVER NEW WRB NEW 6" JAMB FLASHING OVER WINDOW FLANGE - FORTIFLASH NEW HARDIE PLANK LAP SIDING PER ELEVATION NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS EXISTING JAMB FLASHING TO REMAIN EXISTING SHEATHING TO REMAIN Window Jamb w12 x 2 Cedar Trim Scale: 3" =1'-0" NOTES: DO NOT CUT OR PUNCTURE FLASHING AT FOLD. CONFIRM THERE IS NO CONFLICT BETWEEN NEW FLASHING WITH DOOR OPERATION. EXISTING SHEATHING TO REMAIN NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW HARDIE PLANK LAP SIDING OR HARDIE PANEL PER ELEVATION 156 SELF-ADHESIVE FLASHING MEMBRANE NEW 24 GA. METAL HEAD FLASHING LOPE HORIZONTAL :G TO 10' MIN. V.I.F. EXISTING H.M. DOOR & FRAME TO REMAIN, PREP PRIME AND PAINT PER SCOPE H.M Door Head Flashin 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 Pacific Park APT Building D & E 23231 Highway 99 Edmonds, WA 98026 Release Date draft 06.15.2022 DETAILS Scale: T = 1'- 0" Scale: 3" =1' - 0" Scale: 3" = 1'- 0" Scale: 3" = 1' -0" Am3sl © 2022 KILBURN ARCHITECTS, LLC EXISTING H.M. DOC REMAIN, PREP PRII\ PER SCOPE PROVIDE%" SEALAI PER MANUFACTURI SEALANT 6" JAMB FLASHING NEW WEATHER -RE,' COMMERCIAL, INST RECOMMENDATION NEW HARDIE PLANK LMF JLL/IIVV VIl I IMI\UIL FMIVLL FLll ELEVATION H.M Door Jamb Flashin Scale : 3" = 1' - 0" Saddle Flashing at Deck Railin Scale: N.T.S EXISTING SHEATHING TO REMAIN NEW WEATHER -RESISTIVE BARRIER : WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW HARDIE PLANK LAP SIDING OR HARDIE PANEL PER ELEVATION ol ol U • ,` THICKNESS OF SHEATHING w SELF-ADHESIVE FLAHSING Q ` 24 GA. METAL FLASHING, SEALANT AT BOTTOM OF da SHEATHING d Aa ° ° ° SLOPE GRADE AWAY FROM Q BUILDING, TYP d EXISTING FOUNDATION Siding Termination at Foundatijon Wall Scale : 3" = 1' - 0" EXISTING DECK FRAMING TOREMAIN--\ EXISTING OR NEW BLOCKING AS NECESSARY %" GAP, CAULK PER MANUFACTURER'S RECOMMENDATION NEW HARDIE PLANK LAP SIDING NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS EXISTING SHEATHING Siding Termination under Deck Scale : 3" = 1' - 0" KISTING SHEATHING EW WEATHER -RESISTIVE BARRIER: JEATHERSMART COMMERCIAL, INSTALL PER IANUFACTURER'S RECOMMENDATIONS EW HARDIE PLANK LAP SIDING OR HARDIE ANEL PER ELEVATION EW BASE STRIP W.R.B ELF -ADHESIVE FLASHING EW STARTER STRIP EAL WRB AT FLASHING EW 24 GA. SS. FLASHING, WITH %" HEMMED DGE, SET IN CONTINUOUS BED OF DOW 790 EALANT, SLOPE HORIZONTAL LEG 10° MIN. 4PE FOR A CONTINUOUS VISIBLE JOINT -XISTING CONCRETE WALKWAY/PATIO Siding Termination at Concrete Patio Scale : 3" = 1' - 0" EXISTING SHEATHING NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW HARDIE PLANK LAP SIDING NEW SELF-ADHESIVE MEMBRANE (FORTIFIBER "FORTIFLASH" OR EQUAL) NEW 12" BASE STRIP W.R.B. NEW 24 GA. MIN. PRE -FINISHED METAL FLASHING, WITH %" (.I HEMMED EDGE EXISTING ROOFING TO REMAIN . ,,.cHITF 2 EXISTING ROOF FRAMING Siding Termination at Roof to Wall Scale : 3" = 1' - 0" ATHING R-RESISTIVE BARRIER: \RT COMMERCIAL, INSTALL PER ER'S RECOMMENDATIONS 'LANK LAP SIDING /E FLASHING ff7 'AL DECK TO WALL FLASHING TO REMAIN :K COATING TO REMAIN Siding Termination at Deck Scale : 3" = 1' - 0" co N EXISTING SHEATHING NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW HARDIE PLANK LAP SIDING PER ELEVATION NEW SELF-ADHESIVE MEMBRANE (FORTIFIBER "FORTIFLASH" OR EQUAL) NEW BASE STRIP W.R.B. MEMBRANE NEW 24 GA. MIN. PRE -FINISHED METAL STEP FLASHING EXISTING ROOFING 6" EXISTING ROOF FRAMING Siding Termination at Roof to Rake 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 Pacific Park APT Building D & E 23231 Highway 99 Edmonds, WA 98026 Release Date draft 06.15.2022 DETAILS Am3,2 © 2022 KILBURN ARCHITECTS, LLC EXISTING ROOFING TO REMAIN EXISTING METAL RAKE EDGE FLASHING TO REMAIN EXISTING BLOCKING EXISTING FASCIA BOARD TRIM TO REMAIN NEW WEATHER -RESISTIVE & AIR BARRIER NEW HARDIE PLANK LAP SIDING TO REMAIN NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS EXISTING SHEATHING TO REMAIN Siding Termination at Roof Rake Scale : 3" = 1' - 0" ►1�9►i�3y��L1:i�:11►GI PROVIDE Y8" SEALANT GAP AT SIDING/TRIM JOINT PER MANUFACTURER'S SPECIFICATIONS, APPLY SEALANT NEW W.R.B AROUND END OF WALL NEW SELF ADHESIVE MEMBRANE FLASHING (FORTIFIBER "FOPRTIFLASH" OR EQUAL). APPLY AROUND CORNER, OVER WEATHER RESISTIVE BARRIER NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS Siding Termination at End Wall Scale: 3" =1' - 0" Siding Termination at Roof Eave Scale : 3" = 1' - 0" Siding Termination at Inside Corner Scale : 6" = 1' - 0" XISTING ROOFING TO REMAIN XISTING VENTED BLOCKING 'x3 CEDAR TRIM WITH Y2" RABBET kNT iARDIE PLANK LAP SIDING OR E PANEL PER ELEVATION VEATHER-RESISTIVE BARRIER: HERSMART COMMERCIAL, LL PER MANUFACTURER'S MMENDATIONS ING SHEATHING TO REMAIN EXISTING METAL FLASHING TO REMAIN EXISTING FASCIA TRIM BOARD TO REMAIN EXISTING ROOFING TO REMAIN GN ©2022yl\\'16\1 pR EXISTING VENTED BLOCKING NEW 20 CEDAR TRIM WITH Y2" RABBET SEALANT EXISTING SHEATHING TO REMAIN NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW HARDIE PLANK LAP SIDING Siding Termination at Roof Rake Scale : 3" = 1' - 0" Siding Termination at Outside Corner Scale : 6" = 1' - 0" KISTING SHEATHING EW WEATHER -RESISTIVE BARRIER: IEATHERSMART COMMERCIAL, INSTALL ER MANUFACTURER'S ECOMMENDATIONS EW FIBER -CEMENT LAP IDING ROVIDE %" SEALANT GAP, PER ANUFACTURER'S RECOMMENDATIONS, YP., APPLY SEALANT NEW 5/4 X 4 FIBER -CEMENT OR CEDAR TRIM NEW WEATHER -RESISTIVE BARRIER: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS i:16�1 l►[e>69:I�a�lal►[r: NOTE: 1. VERIFY ALL CONDITIONS IN THE FIELD. 2. NEW 24 GAUGE FULLY SOLDERED METAL SADDLE FLASHING, AT ROOF RAKE END INTERSECTION WITH ADJACENT WALL. 3. SITE VERIFY AND CONFIRM APPROVAL OF MOCKUP WITH ARCHITECT PRIOR TO FABRICATION. 4. SET IN BED OF SEALANT BETWEEN FLASHINGS. Saddle Flashina at Roof Rake End to Wall Scale :N.T.S © 2022 KILBURN ARCHITECTS, LLC EXISTING J SHEATHING NEW W.R.B: WEATHERSMART COMMERCIAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS NEW HARDIE PLANK LAP SIDING PER ELEVATION LNEW HARDIE PANEL PER ELEVATION PROVIDE Y8' SEALANT GAP, PER MANUFACTURER'S RECOMMENDATIONS, TYP., APPLY SEALANT NEW 2 X 2 CEDAR CORNER TRIM Siding Transition - Panel to Lap Sidin Scale : 6" = 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 Pacific Park APT Building D & E 23231 Highway 99 Edmonds, WA 98026 Release Date draft 06.15.2022 DETAILS Am3,3 © 2022 KILBURN ARCHITECTS, LLC ONEW FLASHING OR QUICKFLASH FLASHING PANEL WHERE APPLICABLE FIT TIGHTLY ON SUBSTRATE AROUND PENETRATION. FORTIFLASH BUTYL AT TOP. O2x CEDAR BLOCKIN ,— EASE EDGES. SOLID OR WEATHER -CUT SPLIT BLOCK WHERE NECESSARY �G s� ti O24 GA. METAL FLASHING CAP, WITH %" HEMMED DRIP EDGE NEW SELF-ADHESIVE FLASHING MEMBRANE LAP OVER TOP FLANGE OF � NEW SELF-ADHESIVE FLASHING AT JAMBS METAL CAP I OLEAVE %" I % GAP AT HEAD PROVIDE J SEALANT END DAMS AFTER SIDING INSTALLED ©NEW WEATHER-RESISTIVE/AIR BARRIER, PER DETAIL (NOT SHOWN) FOLD UNDER i Penetration Blockin Scale: N.T.S PL CL DI PL CL FL W NE Diverter I W.R.B Sequence 1/3 CUT FLASHING AS SHOWN 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 DIVERTER FLASHING PER ISOMETRIC NEW OR EXISTING FASCIA & DRIP EDGE METAL NEW W.R.B, INSTALL PER MANUFACTURER'S RECOMMENDATIONS Vent Penetration Scale: 3" = 1'- 0" PL CL DI PL CL FL W NE DiverterlW.R.B Sequence 2/3 JEW HARDIE PLANK LAP SIDING OR HARDIE 'ANEL PER ELEVATION JEW W.R.B, TYP. SELF-ADHESIVE FLASHING - FORTIFLASH BUTYL JEW 12" HEAD FLASHING - FORTIFLASH BUTYL SELF-ADHESIVE FLASHING - FORTIFLASH BUTYL STARTER 3ET IN BED OF SEALANT AT TOP AND SIDES JEW PRIMEX VENT UNIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS SEALANT JOINT NEW W.R.B, TYP. EXISTING SHEATHING, TYP. EXISTING STEPPED RAKE FLASHINGS TO RIDGE -SEE RA FLASHING DETAIL - COORDINA WITH ROOFING DIVERTER FLASHING PER ISOMETRIC NEW OR EXISTING FASCIA NEW W.R.B, INSTALL PER MANUFACTURERE'S RECOMMENDATIONS PLUMB- DIVERTER PLUMB - CUT FLASHING WHERE �-NECESSARY- rt A J NEW SIDING, HOLD 2" MIN. ABOVE ROOFING. CUT CAREFULLY TO PROVIDE CONSISTANT CONTINUOUS EDGE STEPPED RAKE FLASHINGS TO RIDGE -SEE RAKE FLASHING DETAIL NEW DIVERTER FLASHING PER ISOMETRIC EXISTING FASCIA AND GUTTER Rake Wall Step & Diverter Flashin, Scale: 1 1/2" 1'- 0" Diverter I W.R.B Sequence 3/3 EXISTING STEPPED RAKE FLASHINGS TO RIDGE -SEE RAKE FLASHING DETAIL DIVERTER FLASHING PER ISOMETRIC NEW OR EXISTING FASCIA AND GUTTER NEW W.R.B, INSTALL PER MANUFACTURERE'S RECOMMENDATIONS NEW FIBEF NEW 24 GA RAKE FLA, DIVERTER (PART OF [ REFER TO PROVIDE% EXISTING EXISTING P Rake Wall SteD & Diverter Flashina - Section 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 Pacific Park APT Building D & E 23231 Highway 99 Edmonds, WA 98026 Release Date draft 06.15.2022 :1 DETAILS Scale: N.T.S Scale: N.T.S Scale: N.T.S Am3,4 © 2022 KILBURN ARCHITECTS, LLC