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REVIEWED RESUB 2-Building Envelope-Architectural_Plan+2.9.2022Edmonds Townhomes Product Recommendations C2DG Job #2022023 Document Date: February 1, 2022 # Item Description Manufacturer Product 1 Underslab Vapor Retarder Vapor retarder directly below slab -on -grade at occupied spaces and any locations with floor finishes. Fortifiber Moistop Ultra 10 Applied in a minimum of (2) coats for a 120 wet mils Tremco, Inc. TREMProof 250GC thickness when used to waterproof foundation for Cold Applied below grade parking / conditioned spaces, provide 2 Waterproofing & manufacturers drain mat and protection board as Dampproofing required for warranty. Applied at 60 mils Waterproofing at back sides of planter and retaining walls that are not against enclosed spaces. CETCO Waterstop RX (bentonite) Akwastop (hydrophillic rubber) 3 Waterstops Bentonite waterstops at all below grade and exposed Swellstop (bentonite) and Hydrotite concrete joints at living or occupied space. Greenstreak (chloroprene rubber) TREMCO, Inc. Superstop Carlisle Coatings and CCW Miradrain 6200XL Dimpled plastic drainage panels with woven filter Waterproofing Inc. 4 Drain Mat (vertical) fabric applied over (or behind) bentonite CETCO Aquadrain 15XP waterproofing at backfilled foundations and retaining walls. TREMCO, Inc. TREMDrain 1000PF Dorken Delta Drain Class III Vapor Retarder Assembly (less than or equal to Per Architect Per Architect 10 perms): PVA Primer and 2 coats of latex paint. Based on information gathered by the Department of Vapor Barrier Energy and the Building Science Corporation latex 5 (Exterior Walls) coating assemblies over drywall do not exceed 10 perms and most often in the 3.5 to 6.1 perms range. https://wwwl.eere.energy.gov/buildings/publications/ pdfs/building_america/building_materials_property_ta ble.pdf Breathable membrane behind exterior cladding (over Fortifiber Weathersmart Drainable sheathing) that prevents water intrusion through the 6 Air Barrier wall assemblyand allows the wall to breathe (vapor to ( p Tyvek Commercial Wrap D escape). When installed with taped or sealed laps. Window wrap at jambs and head, run at least 1" past Fortifiber Fortiflash 25 mil 7 Penetration Wrap interior face of window; provides for interior air barrier seal and directs water to sill pan. Tyvek Straightflash To form conformable sill pan per manufacturer with Fortifiber Fortiflex Butyl metal or wood support for backdam to form sill pan 8 Penetration Wrap Sill Pan and penetration flashing at window openings, door Tyvek Flexwrap NF jambs and head as well as penetration flashing at other areas. At door sills, soldered sheet metal sill pans are utilized. Fo Self -adhering underlayment used under metal roofing Grace Products, Inc. Ice and Water Shield High Temperature and copings that will withstand temperatrues without 9 Underla ment Y softening or degrading. Will require metal flashing tie Henry Company Blueskin PE 200 HT in or counter flashing when adjacent to PVC roofing / deck membrane. Exterior latex "hybrid" sealant at fiber cement OSI Quad Max 10 Exterior Sealants products, vinyl window frames, areas that require sealant to be painted with exterior latex paint. Sealant around the flange of window and door frames Fortifiber Moistop Sealant or Air Barrier Tape 11 Air Barrier Sealant to penetration wrap and joints in air barrier materials required as part of the continuous air barrier. Dow Corning, Inc. All -Guard Elastomeric Coating Breathable elastomeric paint coating for exterior Momentive Performance SilSheild SEC2400 12 (paint) cast -in -place concrete to be painted. Materials Steep Slope Roofing Non -asphaltic polypropylene construction or asphaltic GAF Tigerpaw 13 Underlayment SBS sheet fiberglass reinforced, ASTM D226 and ASTM Malarkey Right Start UDL IKO RoofGard Cool Grey D6757 GAF Weatherwatch 14 Ice & Water Shield Self -adhered 60 mil, SBS Polymer modified, ASTM Malarkey Arctic Seal 401 D1970 for application over eaves and valleys IKO Stormshield Ice & Water Protector Composition shingles for steep slope application UL GAF Timberline HD Malarkey Legacy 273 15 Steep Slope Roofing Class A, Self Sealing Algae & Moss Resistant, ASTM D3462 IKO CAMBRIDGE Un-Highlighed: Equal products, each manufacturer or product listed is comparable. Light Blue Highlight: Upgrade or preferable selection. SHEET INDEX BUILDING ENCLOSURE BE0.00 PRODUCT MATRIX, CERTIFICATION, INDEX BE0.01 BE AIR BARRIER CERTIFICATION NOTES, AND SCHEDULE BE0.02 AIR BARRIER DETAILS BE3.01 BELOW GRADE DETAILS BE4.01 AT GRADE AND PODIUM DETAILS BE5.01 WINDOW AND SLIDER WRAP SEQUENCE BE5.02 WINDOW DETAILS BE7.01 SWING DOOR WRAP SEQUENCE BE9.01 KNIFEPLATE WRAP SEQUENCE BE9.02 PENETRATIONS WRAP SEQUENCE AND DETAILS BE9.03 PENETRATIONS DETAILS BE10.01 WALL AND TRANSITION DETAILS BE12.01 TYPICAL ROOF DETAILS BE12.02 TYPICAL ROOF DETAILS BE12.03 TYPICAL ROOF DETAILS BE12.04 TYPICAL ROOF DETAILS REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT GENERAL NOTES: 1. AMERICAN ARCHITECTURAL MANUFACTURER'S ASSOCIATION (AAMA) / FENESTRATION & GLAZING INDUSTRY ALLIANCE (FGIA) CERTIFIED WINDOWS ONLY ACCEPTED. 2. WINDOWS MUST MEET A PERFORMANCE GRADE OF PG30 OR GREATER. ENGROSSED HOUSE BILL 1848 / RCW 64.55 CERTIFICATION THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGEMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF SECTION RCW 64.55.05 THROUGH RCW 64.55.090" 6888 REGISTERED ARCHITECT 7JHN BRAD MIN GUE STATE OF WASHINGTON NOTE: THIS PROJECT REQUIRES THE INSPECTION OF BUILDING ENCLOSURE ASSEMBLIES AND MATERIALS. A FINAL LETTER STATING THAT THE BUILDING WAS CONSTRUCTED IN SUBSTANTIAL COMPLIANCE WITH THE APPOROVED BUILDING ENCLOSURE DESIGN DOCUMENTS PER RCW 64.55.050 AND RCW 65.55.060 IS REQUIRED FOR A CERTIFICATE OF OCCUPANCY FLASHING SCHEDULE ITEM GAGE LAPS OR SEAMS FINISH WINDOW + DOOR HEAD 26 SOLDERED END DAMS PRE -FINISHED STEEL (PRE -FIN) FLASHING 2 PC FULLY SOLDERED ENDS WINDOW & WINDOW WALL 24 6" LAPS SET IN 3 BEADS (GALVANIZED SHEET METAL) GSM SILL PANS SEALANT DOOR SILL PANS 24 1 PC FULLY SOLDERED NO GSM (GALVANIZED SHEET METAL) LAPS MATCH STOREFRONT STOREFRONT PANS FRAMES FULLY WELDED NO LAPS ANODIZED ALUMINUM FULLY SOLDERED 2 PC KNIFE PLATE FLASHING 24 FLASHING LAPPED + SET GSM (GALVANIZED SHEET METAL) TOGETHER IN SEALANT DRIP FLASHINGS / KICK 24 6" LAPS SET IN SEALANT PRE -FINISHED OUT FLASHINGS UTILITY BOX CAP FLASHING 24 FULLY SOLDERED BGSM EXHAUST VENT HOODS 24 LAPPED AND RIVETED PRE -FINISHED EXHAUST VENT FLANGES 24 FULLY SOLDERED GSM (GALVANIZED SHEET METAL) STOREFRONT CURB FLASHING (INDEPENDENT 22 4" LAPS SET IN 3 BEADS ANODIZED ALUMINUM OF PAN) SEALANT COUNTER FLASHING 24 4" LAPS PRE -FINISHED STEEL REGLETS 22 4" LAPS GSM COPINGS 24 STANDING SEAMS PRE -FINISHED STEEL COPING CLEATS + SPLICE 22 BUTT JOINTS, ALLOW FOR GSM (GALVANIZED SHEET METAL) PLATES EXPANSION BALCONY EDGE FLASHING (WITH TRAFFIC COATING) 24 6" LAPS PRE -FINISHED STEEL BALCONY DECK TO WALL FLASHING (WITH TRAFFIC 24 6" LAPS GSM (GALVANIZED SHEET METAL) COATING) BOOT FLASHINGS 24 FULLY SOLDERED GSM (GALVANIZED SHEET METAL) SCUPPERS 24 FULLY SOLDERED GSM (GALVANIZED SHEET METAL) rn 0 IT- E 0 U �J Ca U L CU CL)�o a a- J c 0 a� Q) ■ � � N o c- o CM � � CO o 04 ro Qa� ca C CD M ti O L bil rL3 2476 Westlake Ave N IV Suite . , 183 104 SeattleWA 98109 t: #.0066 f: 206.283.0972 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ ARCHITECT '-JOHN BRAD MINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: PRODUCT MATRIX, CERTIFICATION, INDEX ISSUE: PERMIT SET ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 2/9/2022 BEOnOO rn 0 �% oIT 0 BUILDING ENVELOPE NOTES: co 0 U �cu 1. PROVIDE PENETRATION WRAP, FLASHING AT WINDOWS AND SLIDERS PER SHEET BE5.01. °—�� o aj 2. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORS PER SHEET BE7.01. N C �, 3. SEE XX / BEX.XX FOR TARGET FLASHING FOR MOUNTING FLAT PLATES TO EXTERIOR WALLS. 4. SEE 11 / BE9.03 FOR FLASHING TERM INATION/KERF AT CONC WALLS (WITHOUT A CAST REVEAL). o 5. SEE 10 / BE9.03 FOR TYPICAL SEALANT JOINT & BACKER ROD. 0 — 6. INSTALL FLASHING LAP JOINTS PER 12 / BE9.03. o 7. PROVIDE FLASHING @ PIPE PENETRATIONS PER 11 / BE9.02. "' N u 8. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONS THAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH LO COLLAR - SUCH AS GAS METER PIPING PER 10 / BE9.02. c CO a� co � o � CV AIR BARRIER (AB) GENERAL NOTES: Q 1. THIS PROJECT IS REQUIRED TO HAVE A CONTINUOUS AIR BARRIER PER CHAPTER 4 REQUIREMENTS OF THE 2018 cn WASHINGTON STATE ENERGY CODE (WSEC). CD Lr) 2. AIR BARRIER TESTING ti O k A. R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A bn PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). FOR THIS TEST ONLY, THE VOLUME OF THE HOME SHALL BE THE CONDITIONED FLOOR AREA IN FT2 (M2) MULTIPLIED BY 8.5 FEET (2.6 M). A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. r,3 B. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. C. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE AND ONLY AFTER ALL ELEMENTS OF THE AIR BARRIER ARE COMPLETED, JOINED AND SEALED. 3. BUILDING ENVELOPE, INCLUDING AIR BARRIER INSTALLATION, WILL BE INSPECTED DURING CONSTRUCTION AND TESTED 2476 Westlake Ave N0 Suite #12 ,4 IN ACCORDANCE WITH WSEC REQUIREMENTS FOR RESIDENTIAL AND NON-RESIDENTIAL SPACES. INSPECTION AND Seattle, 98109 t: 206.283.0066 TESTING REPORTS WILL BE PROVIDED TO THE BUILDING DEPARTMENT UPON SUBSTANTIAL COMPLETION. a iinfo@ ross2 : n283 09 dg.com w: www.cross2dg.com 4. VARIOUS COMPONENTS OF THE BUILDING EXTERIOR ENVELOPE ENCLOSURE WHEN INSTALLED AS INDICATED IN THE BUILDING ENVELOPE (BE) DETAILS CONSTITUTE A CONTINUOUS AIR BARRIER AND ARE INDICATED IN THE DETAILS AS "AB". CROSS 2 DESIGN GROUP 5. CONTINUOUS AIR BARRIER COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING ITEMS: Archlleclure ■ Building Envelope ■ Design 5.1. WEATHER RESISTIVE BARRIER (WRB) 5.2. PENETRATION FLASHING 5.3. SELF -ADHERED MEMBRANE FLASHING (SAM) AND UNDERLAYMENT COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED 5.4. ROOFING MEMBRANE PROJECT: 5.5. VINYL NAIL FIN WINDOWS, PATIO DOORS, AND SWING DOORS EDMONDS 5.6. ALUMINUM STOREFRONT FRAMING, GLAZING, AND ENTRANCES 5.7. SEALANT AND DOUBLE SIDED TAPE (AS CALLED OUT IN DETAILS AND AS REQUIRED BY WRB MANUFACTURER FOR AIR TOWNHOMES BARRIER INSTALLATION EDMONDS, WA 98026 ENGROSSED HOUSE BILL 1848 / RCW 64.55 CERTIFICATION "THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGEMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF SECTION 1 THROUGH 10 OF ENGROSSED HOUSE BILL 1848" WINDOW WRAP NOTES: PENETRATION FLASHING • PENETRATION FLASHING AND PRE -FORMED CORNER BOOTS TO BE WEATHER RESISTIVE BARRIER PER SPECS WEATHER RESISTIVE BARRIER • WRB TO BE INSTALLED PER MFR INSTRUCTIONS TO PROVIDE A CONTINUOUS AIR BARRIER 6888 REGISTERED \_ ARCHITECT 'JOHN BRAD VI0GUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02/01 /2022 SHEET DATE: 2/9/2022 REVISIONS RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: CHECKED: PROJECT No. ICIAZ AL 2022023 SHEET TITLE: BE AIR BARRIER CERTIFICATION NOTES, AND SCHEDULE ISSUE: PERMIT SET ORIGINAL SHEET SIZE IS 24"06" I PLOT DATE: 2/9/2022 BE0m01 SEALANT JOINT - DRYWALL PVA PRIMER EXHAUST FAN/ DUCT rn 0 o 0 IT- U cu °-�}' o �% aj BETWEEN SHEETS, TYP. 12" MIN. VERTICAL LAP I INT SEALANT OR SPRAY FOAM - GYP BD N o 0 4--% CV — N COVER PLATE �--� - AIR BARRIER T APE, TYP. :......:.:.::........:...... # CD PREFORMED FOAM ... GASKET EXHAUST FAN o PVA PRIMER GRILLE CM a� co 0 f LIGHT FIXTURE c�I .:.. SPRAYFOAM OR SEALANT OR SPRAY ca Q .. :: SEALANT CANT FOAM ELECTRICAL BOX 6 MIN. :........ GYP BD Of 4 .:,:..::.. cLO o LAP ::`:,:,,a :.; ;_ ... _ ## 1 r .......... . COVER PLATE :...........:�:...................:�.�....�..:��...�.... :.:...: ..��..��: { ...:..:..:... ... ...... I PVA PRIMER TIGHT TO GYP �1 WEATHER RESISTIVE BARRIER TAPING AIR BARRIER JOINTS WEATHER RESISTIVE BARRIEF / AIR -BARRIER SEALANT PER ELECTRICAL LECTRICAL BOX 'ER ELECTRICAL QUICKFLASH SEALED & TAPED WEATHER RESISTIVE BARRII / AIR BARRIER SHEATHING BY OTHERS 8 SCALE: N.T.S. k BEO.02 WALL FRAMING BY OTHERS NOTE: 1. DETAIL FOR ALL PARTY AND EXTERIOR WALLS 2. APPLY TO ALL PENETRATIONS AT TOP FLOOR ELECTRICAL AND PLUMBING PENETRATIONS � 6 mu SCALE: 3" = 1'-0" BE0.02 NOTE: ACCEPTABLE PVA PRIMERS: 1. BENJAMIN MOORE SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260 2. SHERMAN WILLIAMS INTERIOR LATEX PRIMER + SEALER B28WO800 3. NO PVA SUBSTITUTIONS AIR BARRIER PENETRATION AT TOP FLR CEILING 3 SCALE: Y = 1'-0" BE0.02 SEQUENCE OF INSTALLATION: NOTE: ACCEPTABLE PVA 1. FRAMING (WITH EXTERIOR WALL SHEATHING) PRIMERS: 2. INSTALLATION OF OPEN SPRAY FOAM FROM 1. BENJAMIN MOORE THE INTERIOR SUPER SPEC LATEX WALL ASSEMBLY PER 3. FOAM TIES THE VERTICAL EXTERIOR AIR VAPOR BARRIER PRIMER ARCHITECTURAL BARRIER TO THE INTERIOR CEILING VAPOR AND SEALER 260 WEATHER RESISTIVE AIR BARRIER 2. SHERMAN WILLIAMS BARRIER / AIR -BARRIER PER 4. FURRING STRIP AND THEN CLADDING INTERIOR LATEX PRIMER + SPECS &PLANS SEALER O 800 3. NO PVA SUBSTITUTIONS PER MANUFACTURER MANUFACTURERS WEATHER RESISTIVE BARRIER / AIR -BARRIER SEALANT MANUFACTURERS WEATHER RESISTIVE BARRIER / AIR-BARRIE AIR BARRIER DETAILS 5 SCALE: N.T.S. BE0.02 SEALANT PER ELECTRICAL CABLE PER ELECTRICAL SEALANT FOR AIR BARRIER AS ACCEPTED BY ARCHITECTURAL ONDITIONED SPACE o a ao a o TRANSFER SLAB a > as � a a UNCONDITIONED SPACE FIRE "CAN" AS OCCURS, DOES NOT PROVIDE AIR BARRIER SEAL * (EXTERIOR CLADDING AND FURRING NOT 4" +/- SHOWN FOR CLARITY) PVA VAPOR BARRIER --- TAPE OR SEAL I - OPEN CELL TO SOFFIT SHEATHING I SPRAY FOAM WEATHER RESISTIVE I VARIES - 1" MIN NOTE: INTERIOR CEILING BARRIER / AIR AIR BARRIER REQUIRED BARRIER/Al AT TOP FLOOR ONLY. SEAL GAPS / PENETRATIONS AT TOP EXTERIOR I ` FLOOR CEILING GYP BD. (LIGHT FIXTURES, CEILING FANS, ETC) PER DETAIL 3 SHEATHING AIR BARRIER TRANSITION AT VENTED ROOF / SOFFIT SEQUENCE OF INSTALLATION: 1. FRAMING (WITH EXTERIOR WALL SHEATHING) 2. INSTALLATION OF OPEN SPRAY FOAM FROM THE INTERIOR 3. FOAM TIES THE VERTICAL EXTERIOR AIR BARRIER TO THE INTERIOR CEILING VAPOR AND AIR BARRIER 4. FURRING STRIP AND THEN CLADDING 2 SCALE: 3" = 1'-0" BE0.02 NOTE: INTERIOR CEILING AIR BARRIER REQUIRED AT TOP FLOOR ONLY. SEAL GAPS / PENETRATIONS AT TOP FLOOR CEILING GYP BD. (LIGHT FIXTURES, CEILING FANS, ETC) PER DETAIL 3 * (EXTERIOR CLADDING AND FURRING NOT SHOWN FOR CLARITY) ------------ I � PVA VAPOR INSTALL SEALANT IN ANY SHEATHING GAPS OR JOINTS AT SPRAY FOAM I SECTION WEATHER RESISTIVE BARRIER/AIR BARRIER I I EXTERIOR I BARRIER VARIES - 1" MIN OPEN CELL SPRAY FOAM r% )T� NOTE: ACCEPTABLE PVA PRIMERS: 1. BENJAMIN MOORE SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260 2. SHERMAN WILLIAMS INTERIOR LATEX PRIMER + SEALER B28WO800 3. NO PVA SUBSTITUTIONS r,j 2476 Westlake Ave N Suite %8 Seattle, WA 98109 t: 206.283.0066 .0972 IPPA4 f: info@ ross2 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \_ ARCHITECT `JOHN BRAD VINQGUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET SHEET DATE: REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: CHECKED: PROJECT No. SHEET TITLE: AIR BARRIER DETAILS ISSUE: PERMIT SET 02/01 /2022 2/9/2022 ICIAZ AL 2022023 ORIGINAL SHEET SIZE IS 24"06" I PLOT DATE: 2/9/2022 AIR BARRIER AT ELECTRICAL BOXES SCALE: N.T.S. HORIZONTAL TERMINATION SCALE: N.T.S. AIR BARRIER TRANSITION AT VENTED ROOF SCALE: 3" = 1'-0" BEOmO2 SEALANT OR MASTIC CANT PER WATERPROOFING MANUFACTURER BENTONITE WATERSTOP CONCRETE WALL COLD APPLIED WATERPROOFING, MIN. 2 COATS AND 120 MIL THICKNESS CONTINUOUS DRAIN MAT; PROVIDE BASE DRAIN / GATE AS REQ'D PERIMETER FOOTING DRAIN - BY OTHERS PROTECTION BOARD PER MANUFACTURER FOUNDATION FOOTING rn O IT- E O U �J O Ca U L cu O CL) CU a c ` O O N N � N O c- N L O O C-0 M � � O CO O N ro Ca N Ca C N OM IL bil rL3 2476 Westlake Ave N IV Suite . , 183 104 SeattleWA 98109 t: #.0066 f: 206.283.0972 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ ARCHITECT 'JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: BELOW GRADE DETAILS ISSUE: PERMIT SET FOOTING DRAIN AT BASE OF FOOTING SCALE: 1" = 1'-0" ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 BE3m01 LAP W.P. ONTO FACE OF PAN EACH END RUN W.P. UP BASE OF SHEATHING +/- 18" PROVIDE CANTS @ OFFSET BETWEEN SHEATHING & CONC. STEP HOT APPLIED' UP FACE OF PT SLAB w/ STEP @ PAN mmf-11VIDE CANT @ OF PAN TO NSITION TO =T SLAB EDGE i FULLY DERED V. PAN PAN IN IOLASTIC 150 )UT BEHIND PAN FLUSH WITH ATHING �L..r1% NT /MASTIC CANT/ WATERPROOFING TRANITIONS AT DOOR PANS 5 SCALE: N.T.S. BE4.01 / 22 GAUGE STAINLESS STEEL FLASHING 1/2" SEALANT OVER EXPANSION STRIP SIDEWALK SLOPE TO DRAIN a a a a HEMMED EDGE- I I I I I I I I I 4---WP3: COLD -APPLIED WATERPROOFING I — SLIDING GLASS DOOR SET SILL PAN IN BED OF SEALANT PRE STRIPE MEMBRANE UNDER PAN RIGID INSULATION SLAB ON GRADE DRAIN MAT SILL PAN FLANGE BEYOND BEAD OF NON -SKINNING BUTYL SEALANT THRESHOLD AS PER ARCHITECTURAL- SET w/ SHIM AS REQUIRED; PRE -FILL FASTENER HOLES W/ SEALANT COLD -APPLIED WATERPROOFING SET SILL PAN IN BED OF SEALANT - SEE 10/BE-002 FOR DETAILS CONCRETE SIDEWALK 2" SEALANT w/ BACKER ROD EXPANSION JOINT MATERIAL TERMINATION BAR WITH SEALANT CRUSHED GRAVEL / COMPACTED SUBSTRATE BENTONITE - SHEET APPLIED MEMBRANE TERMINATION BAR WITH SEALANT DRAIN MAT P.T. SLAB SWING DOOR AT WALK / PAVING 3 SCALE: N.T.S. BE4.01 FINISH FLOOR PER ARCHITECTURAL CLADDING PER ARCHITECTURAL $" x 12" CEDAR FURRING @ 16" O.C. MAX SELF -ADHERING MEMBRANE UV FLASHING SEAL WRB TO FLASHING w/ SEALANT OR SHEATHING TAPE INSECT SCREEN RIGID INSULATION TERM BAR AND SEALANT GRADE BELOW GRADE W.P. DRAIN MAT CONCRETE WALL PER ARCH. PLANTER AT EXTERIOR WALL 2 SCALE: N.T.S. BE4.01 SET BACK OF FRAME TO PAN IN BED OF SESALANT FINISHED FLOOR PER ARCHITECTURAL FT _. a SLOPE / THRESHOLD RAMP FOR ACCESSIBILITY AS REQUIRED; �'' PROVIDE MIN. 1/4" SPACE IN FRONT ° OF THRESHOLD TO ALLOW FOR a a WEEPAGE ° ° a a ° a ° O - - - COLD APPLIED WATERPROOFING _ CONCRETE SLAB AND - O FOUNDATION PER STRUCTURAL m E O O � U U ICU L cu CU 00 c o CD N Cll :3 C=> U) cr) � N o Sri CO Cll co CO g_- CD Cll CV Ca Cll 1-1 Ca cn a� LO co ti rL3 2476 Westlake Ave N Suite . 3. Seattle, WA 98109 P.14 t: 206280066 f: 206.283.0972 e: info@cross2dg.com if w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ ARCHITECT 'JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: AT GRADE AND PODIUM DETAILS ISSUE: PERMIT SET SIDEWALK AT BUILDING WALL 4 SCALE: N.T.S. BE4.01 ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 2/9/2022 UNIT TYPE "A" AT GROUND LEVEL PATIO 1 SCALE: N.T.S. BE4.01 BE4.01 NOTES: 1. WEATHER RESISTIVE BARRIER: WEATHERSMART DRAINABLE 2. SHEET SILL APRON FLASHING: FORTIFIBER MOISTOP NEXT (MECHANICALLY ATTACHED FLASHING) 3. SELF -ADHERED FLEXIBLE FLASHING AT SILL: FORTIFIBER FORTIFLEX BUTYL; WITH FORTIFIBER MOISTOP SEALANT AND LIQUID FLASHING 4. SELF -ADHERED JAMB PENETRATION FLASHING: FORTIFIBER FORTIFLASH 25 SELF -ADHERED FLASHING 5. SELF -ADHERED FLASHING AT HEAD AND JAMBS: FORTIFIBER FORTIFLASH 25 6. BUTTERFLY CORNERS: FORTIFIBER FORTIFLASH BUTYL (SELF -ADHERED FLASHING) OR FORTIFIBER MOISTOP CORNER SHIELD 7. INTERIOR PERIMETER WINDOW SEALANT JOINTS FROM WINDOW FRAME TO PENETRATION FLASHINGS AT HEAD AND JAMBS: FORTIFIBER MOISTOP SEALANT 8. EXTERIOR PERIMETER WINDOW SEALANT JOINTS FROM WINDOW FRAME STOREFRONT WINDOW INSTALLATION NOTES �12 SCALE: N.T.S. UNBROKEN FOLDED DAM TO PENETRATION FLASHINGS AT THE HEAD AND JAMBS: FORTIFIBER MOISTOP SEALANT INSTALL 9" SELF -ADHERED FLASHING (FORTIFIBER FORTIFLASH 25) OVER TOP OF SHEET METAL HEAD FLASHING FLANGE METAL HEAD FLASHING WITH FASTENERS INSTALLED AT 12" o/c AT TOP HALF OF VERTICAL LEG; REFER ALSO TO DETAIL 11 W IN � MeM M..\�ilaG\�>a�G�•�i11►R7 26 ga PRE -FINISHED METAL FLASHING w/ 5° SLOPE EPTH FROM NAIL F 111 8 4 TYPICAL SHEET METAL HEAD FLASHING SCALE: N.T.S. %A/r-:ATur-:Q BARRIER AT SI WEATHEI RESISTIVI BARRIER AT F AND JAME 11 BE5.01 CUT WEATHER RESISTIVE BARRIER TO U-SHAPE AND TUCK UNDER SHEET SILL APRON FLASHING AT SILL LAP WEATHER RESISTIVE BARRIER OVER HEAD AND JAMB FLASHING; HORIZONTAL LAPS TO BE 4" MIN. AND VERTICAL LAPS TO BE 12" MIN. STEP I: METAL HEAD FLASHING INSTALLATION INSTALL 4" SELF -ADHERED FLASHING AT JAMBS (FORTIFIBER FORTIFLASH 25) INSTALL STOREFRONT WINDOW PER MANUFACTURER'S INSTRUCTIONS. IF THIS INSTALLATION DIFFERS FROM MANUFACTURER'S INSTRUCTIONS, NOTIFY ENVELOPE CONSULTANT OF DISCREPANCIES INSTALL AN INTERIOR PERIMETER SEALANT JOINT AND BACKER ROD BETWEEN THE WINDOW FRAME AND THE SELF -ADHERED PENETRATION FLASHINGS AT THE HEAD AND JAMBS INSTALL CONTINUOUS SEALANT BETWEEN THE METAL "L" BACK DAM AND WINDOW FRAME; COORDINATE SILL PAN HEIGHT WITH SEALANT INSTALLATION STEP F: WINDOW INSTALLATION AND INTERIOR SCALE: N.T.S. PERIMETER SEALANT JOINT INSTALLATION STEP H: SELF -ADHERED FLASHING AT JAMBS SCALE: N.T.S. INSTALL AN EXTERIOR PERIMETER SEALANT JOINT AND BACKER ROD BETWEEN THE WINDOW FRAME AND THE SELF -ADHERED PENETRATION FLASHINGS AT THE HEAD AND JAM BS SELF -ADHERED PENETRATION FLASHING (FORTIFIBER FORTIFLASH 25) APPLIED INTO THE ROUGH OPENING AND ONTO THE ADJACENT SHEATHING 'yO VERIF' SCALE: N.T.S. STEP E: HEAD PENETRATION FLASHING SCALE: N.T.S. SELF -ADHERED PENETRATION FLASHING (FORTIFIBER FORTIFLASH 25 SELF -ADHERED FLASHING) APPLIED INTO THE ROUGH OPENING AND ONTO THE ADJACENT SHEATHING VERIFY BUTTERFLY CORNER SELF -ADHERED BUTYL TAPE 1 X2�� INST CORM FLAE PRE-I�ir%ljvrr%� I vr«v 5° CORNERS (FORTIFIBER MOISTOP CORNER SHIELD) FOLD SELF -ADHERED FLASHING UP JAMBS INSTALL 9" STRIP OF SELF -ADHERED FLEXIBLE FLASHING (FORTIFIBER FORTIFLEX BUTYL) OVER THE SILL AND JAMBS OF THE ROUGH OPENING; LAP OVER THE HORIZONTAL AND VERTICAL LEGS OF THE BACK DAM; AND APPLY ONTO THE ADJACENT SHEATHING BELOW AND BESIDE THE ROUGH OPENING STEP C: SELF -ADHERED FLASHING AT SILL SCALE: N.T.S. INSTALL A MINIMUM 3/4" HIGH WOOD OR "L" ANGLE METAL BACK DAM AT THE INSIDE FACE OF THE WINDOW FRAME LOCATION; MINIMUM 24 GA GALVANIZED SHEET METAL; COORDINATE BACK DAM HEIGHT WITH SEALANT INSTALLATION BETWEEN WINDOW FRAME AND BACK DAM STEP B: METAL BACK DAM INSTALLATION SCALE: N.T.S. SHEET SILL APRON FLASHING INSTALLE BELOW THE ROUGH OPENIN (FORTIFIBER MOISTOP NE} MECHANICALLY ATTACHED FLASHING LEAVE BOTTOM EDGE OF SILL FLASHIN" LOOSE FOR INSTALLATION OF WEATHER RESISTIVE BARRIER m E o O � U Ca U L � ca o cu Cp a) 3: o 3: 0 N a� — o U)co _c N o Uri CO CM Co o Q) C,4 > ca a� ca cn a) coLID f` r,3 2476 Westlake Ave N Ile Suite #102 '44 SeattleWA 98109 t: ,8 3.0066 f: 206.283.0972 if e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ LARCHffECT -JOHN BRAD MINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: CHECKED: PROJECT No. SHEET TITLE: WINDOW AND SLIDER WRAP SEQUENCE ISSUE: PERMIT SET ICIAZ AL 2022023 :P J: WEATHER RESISTIVE :RI E AT SILL, JAMBS, AND HEAD ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 2/9/2022 SCALE: N.T.S. 10 STEP G: EXTERIOR PERIMETER SEALANT JOINT INSTALLATION SCALE: N.T.S. STEP D: JAMB PENETRATION FLASHING SCALE: N.T.S. STEP A: SILL PENETRATION FLASHING SCALE: N.T.S. BE5mOl SI SEAL BACK OF WINDOW FRAME FLANGE UNBROKEN SEALANT JOINT FOLDED DAM AND BACKER ROD SHIM / BLOCKING AS REQUIRED 26 ga PRE -FINISHED METAL FLASHING w/ 5° SLOPE WINDOW PER ARCHITECTURAL 0 SEALANT JOINT EPTH FROM NAIL AND BACKER ROD F 8 TRIM PER ARCH. 4 Ivltlm. TYPICAL SHEET METAL HEAD FLASHING � 5 SCALE: N.T.S. BE5.02 CLADDING PER ELEVATIONS FURRING @ 16" O.C. MAX DRAINABLE WRB SAM F PENETRATION WRAP 2" MIN. SEALANT & BACKER ROD BETWEEN FRAME AND TRIM @ JAMB & SILL 26 ga PRE -FINISHED HEAD FLASHING w/Y4" DRIP EDGE & %" END DAM - SET FLASHING IN BED OF SEALANT TO FRAME SELF -ADHERED FLASHING OVER WINDOW NAIL FLANGE AIR BARRIER TAPE CLADDING PER ARCHITECTURAL WALL ASSEMBLY PER ARCHITECTURAL DRAINABLE WRB/AB CLADDING PER ARCHITECTURAL SELF -ADHERED PENETRATION FLASHING APPLY SELF -ADHERED FLASHING OVER HEAD FLASHING SELF -ADHERED FLASHING LAPPED OVER WINDOW NAIL FLANGE SEAL BACK OF WINDOW NAIL FLANGE AIR BARRIER TAPE OR SEALANT 24 GA GALVANIZED SHEET METAL HEAD FLASHING WITH HEMMED DRIP EDGE; FULLY EMBED HEAD FLASHING IN SEALANT OVER WINDOW FRAME WINDOW PER ARCHITECTURAL TYPICAL WINDOW HEAD 3 SCALE: 6" = 1'-0" BE5.02 A In n J Cln/Plnib e/6-I'P l.'/I L n n n nib nip nip nip nip nip 1 WALL ASSEMBLY PER ARCHITECTURAL SELF -ADHERED PENETRATION FLASHING APPLIED INTO THE JAMB OF THE ROUGH OPENING & ONTO THE ADJACENT SHEATHING BEYOND DRAINABLE WRB / AB TYPICAL WINDOW JAMB 2 SCALE: 6" = 1'-0" BE5.02 INTERMITTENT SHIM / BLOCKING AS REQUIRED WINDOW PER ARCHITECTURAL SEALANT JOINT AND BACKER ROD TRIM PER ARCHITECTURAL DO NOT SEAL BACK OF WINDOW FLANGE AT SILL CLADDING PER ARCHITECTURAL SELF -ADHERED CONFORMABLE FLASHING WALL ASSEMBLY PER ARCHITECTURAL SHEET SILL APRON FLASHING INSTALLED BELOW THE ROUGH OPENING AIR BARRIER TAPE OR SEALANT DRAINABLE WRB / AB m E O O � U Ca U L cu Q CU z� a) c o CD N a) :3 o U) cr) N o Sri CO N co CO g_- CD a) CV ca a� ca a� LO co ti rL3 2476 Westlake Ave N IV Suite . 3. 104 Seattle, WA 98109 t: #1 0066 f: 206.283.0972 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ ARCHITECT 'JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: WINDOW DETAILS ISSUE: PERMIT SET ISOMETRIC VIEW - WINDOW HEAD FLASHING SCALE: 3" = 1'-0" ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 TYPICAL WINDOW SILL SCALE: 6" = 1'-0" BE5.02 rn 0 0 0 �J FIELD VERIFY ALL IT- U C u PRE -STRIPE DECK DIMENSIONS PRIOR ICU Q COATING INTO PAN TO FABRICATION o L aj BEFORE INSTALLING UNBROKEN a Cp 4--, DOOR VERIFY IN FOLDED DAM cn FIELDOF o DEPTH TAPE PRE -FORMED CORNERS OF THRESHOLD 26 ga SHEET PENETRATION WRAP N co METAL FLASHING - CUT TO ALIGN WITH C-4 U VERIFY w/ 5° SLOPE JAMB WRAP coCO 6 CO N ru INSTALL 3/8" WIDE SEALANT JOINT (MINIMUM) WITH 01 LID BACKER ROD ICU AROUND INTERIOR a � 24 GAUGE, FULLY SOLDERED, / PERIMETER OF AT SILL -INSTALL 91, IDO Lco STAINLESS STEEL OR 1 2 MIN. DOOR FRAME AT SEALANT BETWEEN GALVANIZED SILL PAN / HEAD AND JAMBS BACK LEG OF SILL I 611 PAN AND DOOR FRAME DEPTH FROM NAIL THRESHOLD V' 1 SECURE PAN TO \F FLANGE + 8" CONCRETE WITH 1 2" MIN. 9 FLUSH POWER DRIVEN FASTENERS,MIN. CONFIRM LOCATION 4 OF P.T. TENDONS FLUSH PAN AT CONCRETE DECKS 12 TYPICAL HEAD FLASHING 9 STEP F - INTERIOR SEALANT JOINT @ INTERIOR 6 STEP C - PRE -FORMED CORNERS 3 2476 Westlake Ave N Suite e,,W SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 7. SCALE: N.T.S. BE7.O1 Seattle, 02 98109 t: 206.283.0066 104 f: 206.283.0972 e: info@cross2dg.com w: www.cross2dg.com PROJECTISSUES: PERMIT SET 02101/2022 NOTE: TURN FLANGE AS SEE DETAILS 10/BE2 FOR TYPICAL REQ. TO INTEGRATE w/ VERIFY IN FIELD - DEPTH OF SEAL HEAD FLASHING TO CUT PENETRATION WRAP SHEET METAL PANS WATERPROOFING THRESHOLD PENETRATION WRAP WITH MEMBRANE - SEE COORDINATE HEIGHT OF BACK APPROVED AIR BARRIER AND FOLD INTO ROUGH 11/ BE2 DAM WITH THRESHOLD AND TAPE OPENING SHEET DATE: 219/2022 JAMB AT DOORS. DO NOT REVISIONS PENETRATE HORIZONTAL OF SILL PAN. 6" VERIFY WITH FASTEN SHEET METAL RESUB SEAL PENETRATION WRAP SILL PAN AT WINDOWS - SITE CONDITIONS - ...::, . .,:,. AT HEAD TO SHEATHING AS PER MFR. - Feb 10 2022 1" MIN. - IF LESS SEE FASTEN SHEET WITH APPROVED DO NOT PENETRATE CITY OFEDMONDS 11 /BE2 METAL HEAD AIR -BARRIER TAPE HORIZONTAL SURFACE DEVELOPMENT SERVICES DEPARTMENT FLASHING AS PER OF PAN WITH FASTENERS MFR. DRAWN: ICIAZ a• CHECKED: AL ° Ro PROJECT No. 2022023 SLOPE SILL PAN TO DRAIN %4:12 SHEET TITLE: MIN. 72' SWING DOOR 24ga FULLY SOLDERED SHEET WRAP METAL SILL PAN. SHIM DOOR THRESHOLD OFF PAN SURFACE SET SILL PAN IN BEAD OF SEQUENCE NON-SKINNNING BUTYL TO DRAIN AND SET BACK LEG OF PAN IN CONTINUOUS BED OF BALANCE WIDTH 4" SEALANT AS SHOWN - BALCONY SEALANT. NOTE: SLOPE PAN TO DRAIN — SEE DETAILS 9/BE2 FOR TYPICAL HEAD ISSUE: PERMIT SET FLASHING DETAILS TYPICAL SHEET METAL DOOR PAN 10 STEP G - HEAD FLASHING 7 STEP D -HEAD PENETRATION WRAP 4 STEP A - SILL PAN 1 BE7m01 SCALE: N.T.S. SCALE: N.T.S.�BE7.01) SCALE: N.T.S. BE7.01 SCALE: N.T.S. BE7.01 ) ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 rn E 0 0 �J -' SHEATHING SHEATHING oo 0 U LAP WEATHER RESISTIVE ICU 3:Q BARRIER FROM ABOVE OVER WRB - LAP OVER LOWER ai oou KNIFEPLATE FLASHING LAYER w/ 1" MARGIN FROM 24 ga GALVANISED METALcu C, / COLLAR FLASHING - FOR UPPER COLLAR a 3: cn 4--% PROJECTING KNIFE PLATE i SEALING TO FLANGE o i ■ 3/8" SEALANT JOINTS WITH / II I �� 6 II U) o U BACKER ROD II I Q; I II � II I I II o o I 1" MIN: I I II Z I II `'' o C,4 ru o I ca 24 GAUGE SHEET METAL �I cn a FLASHING, FULLY SOLDERED 1" MIN. � �� : c'' O r` I 3" MIN. I COORDINATE WITH CLADDING THICKNESS bpi TUCK WEATHER RESISTIVE BARRIER FROM BELOW UNDER KNIFEPLATE FLASHING SINGLE PIECE KNIFE PLATE FLASHING( 9 SCALE: N.T.S. BE9.01 CUE:A-rUilkif_ :D BY :S m STEP F - LAPPING WRB ( 6 SCALE: N.T.S. k BE9.01 SHEATHING WEATHER RESISTIVE BAI - TUCK UNDER TARGET FLASHING INSTALL WRB SCALE: N.T.S. SHEATHING 2" MIN. OR TO BE FLUSHED w/ FACE OF CLADDING STEP C - METAL COLLAR - TOP ( 3 SCALE: N.T.S. BE9.01 SHEATHING PENETRATION FLASHING ,.- ,� AS SCHEDULED WITH 5" FLASHING TAPE FLASHING TAPE BASE PLATE AS PER TARGET FLASHING ' FLANGES AROUND STRUCTURAL � WITH 9" FLANGES PERIMETER �" SEALANT AND BACKER ROD TARGET FLASHING - WRB- ' i AROUND PERIMETER 2 $ ��' NOTCHED TO TUCK UNDER MIN. '� PLATE -'1 LAP WEATHER RESISTIVE///, — GUARDRAIL AS PER BARRIER FROM ABOVE ' OVER TARGET AND I ARCHITECTURAL PENETRATION FLASHING �KNIFE PLATE w/ PREDRILLED I HOLES FOR TYPICAL PENETRATION ° l °I 00 � � I FULLY SOLDERED SHEET METAL PENETRATION FLASHING OR AS SCHEDULED = a TARGET FLASHING OF WEATHER RESISTIVE BARRIER TUCK WEATHER RESISTIVE BARRIER FROM BELOW UNDER TARGET FLASHING, 12" MINIMUM STEP G - TAPING w/APPROVED AIR BARRIER TAPE SCALE: N.T.S. rL3 2476 Westlake Ave N IV Suite #102 ,4 SeattleWA 98109 t: ,8 3.0066 f: 206.283.0972 if e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ LARCHffECT 'JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET SHEET DATE: REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: CHECKED: PROJECT No. SHEET TITLE: KNIFE PLATE WRAP SEQUENCE ISSUE: PERMIT SET 02101 /2022 219/2022 ICIAZ AL 2022023 BE9.01 TARGET FLASHING ISOMETRIC SCALE: N.T.S. ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 2/9/2022 STEP D - TAPING THE METAL FLANGE SCALE: N.T.S. STEP A - TARGET FLASHING SCALE: N.T.S. LU N NOTE: LAP SIDING NOT SHOWN FOR CLARITY SOLDERED SEAM GALV. METAL COLLAR 1/2" SEALANT WITH BACKER ROD PIPE / CONDUIT / HOSE BIB PENETRATION THROUGH WALL 4" FLANGE AROUND COLLAR - SEAL TO BLDG. PAPER W/ BITUTHENE ISOMETRIC ISOMETRIC - ONE PIECE COLLAR FOR HOSE SCALE: N.T.S. COLLAR FLANGE (BEHIND SIDING AND WRB CLADDING PER ARCHITECTURAL 1/2" SEALANT WITH BACKER ROD METAL COLLAR PIPE / CONDUIT / HOSE BIB SEALANT FILLET @ SIDING TO COLLAR "BUTTER" EDGES OF SIDING W/ SEALANT TO COLLAR ELEVATION COLLAR AT PIPE / HOSE / BIB SCALE: N.T.S. SHINGLE TOP FLANGE DOWN OVER BOTTOM FLANGE F_ 3/4" VERIFY TO FIT AROUND PIPE it✓i l�� I i I I I --SET PIECE "A" & PIECE "B" TOGETHER IN SMALL SEAM SEALANT EXTEND DISTANCE DOWN SMALLER 0 FLANGE - -- PIECE "B" J Q w 4" VERIFY 4" N NOTE: PROVIDE TARGET WRB • 24 GA GALV. STEEL BEHIND BOOT FLANGES • TWO SLEEVES TO FORM TIGHT FIT AROUND EACH OTHER CLADDING PER ARCHITECTURAL o/ FURRING SHEATHING WRB WRB OVER TRANSITION FLASHING 4" MIN FIELD PRIME ALL SIDING & TRIM CUT JOINTS - LEAVE TOP JOINT OPEN FOR DRAINAGE "Z" FLASHING SET TO BLOCK IN SEALANT HANDRAIL OR SIMILAR WALL MOUNTED OBJECT NEOPRENE GASKET AT EACH SUPPORT BRACKET (TYP.) PREDRILL HOLES AND FILL w/ NON SKINNING, NON-CURRING BUTYL SEALANT TRIM BLOCK DIRECT TO WRB 2 x BLOCKING @ RAILING MOUNTING LOCATIONS PER ARCHITECTURAL / STRUCTURAL :.:.:.:.......Jl:l 1. .. :'........... ........... ... .�........ :::.': ram..'....'.::'. �..'.::'.' :...... z L0 FLASHING -HANDRAIL 1( 9 I >..........::..:.{ :. I �.. . ... SCALE: N.T.S. BE9.02 SHEATHING SHEATHING WRB / AB - TUCK UNDER TARGET FLASHING STEP F - WEATHER RESISTIVE BARRIER SCALE: N.T.S. SHEATHING 24 ga GALVANIZED 2- PIECE METAL FLASHING ASSEMBLY UTILITY BOX SHEATHING BLOCKING AS REQUIRED 2" SEALANT AND BACKER ROD STEP C - BLOCKING AS REQUIRED AND UTILITY BOX 3 SCALE: N.T.S. BE9.02 SHEATHING QUICKFLASH STEP B-TAPING THE TARGET FLASHING 2 1 SCALE: N.T.S. BE9.02 MESH TAPE SHEATHING TARGET FLASHING - (WRB) z _.............................................. ............................................... rn E �J 0 0 IT- U CU U L CU : aj 00 CU 3j 4--% o 3: ■� 0 N a) o N c-4 U � N o C CM o CD � > C,4 Ca Cn a� ca a� LO M p ti I bin r,3 2476 Westlake Ave N Suite . 3. Seattle, WA 98109 WN t: 206280066 f: 206.283.0972 40 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Architecture ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ LARCHffLCT "'JOHN BRAD MINQGUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: PENETRATION WRAP SEQUENCE AND DETAILS ISSUE: PERMIT SET TWO-PIECE AT PIPE ORIGINAL SHEET SIZE IS 24"06" PLOT DATE: 2/9/2022 STEP G - LAP WEATHER RESISTIVE BARRIER SCALE: N.T.S. STEP D - 2-PIECE METAL FLASHING ASSEMBLY SCALE: N.T.S. STEP A - TARGET FLASHING SCALE: N.T.S. BE9mO2 PROVIDE WATER RESISTIVE BARRIER / AIR BARRIER BEHIND / ALL FLASHING LEGS AGAINST SHEATHING D OF SEALANT 'PICAL / / LAP JOINT - SHEET METAL Y�L'1��i►�� CONCRETE WALL FOAM BACKER ROD w/ SEALANT 24 ga SHEET METAL FLASHING w/ HEMMED EDGE KERF - CONCRETE WALL SCALE: N.T.S. 1/2" MIN SILICONE 3/4" MAX %� SEALANT �/8" /4" MIN MAX Z CLOSED CELL NON -GASSING BACKER ROD - 25% LARGER THAN JOINT 1/4" +/- OPEN JOINT - PROVIDE SEALANT END DAMS UTILITY BOX FLASHING. SEE 15/BE1.04 WRB TARGET BEHIND BOX (12" LARGER @ TOP & SIDES) SHEATHING PLYWOOD SHEARWALL (WHERE OCCURS) �E ISOMETRIC -UTILITY BOX 9 SCALE: N.T.S. BE9.03 WRB P.T. FURRING CLADDING PER ARCHITECTURAL U Z FLASHING - SET TO TRIM IN TRIM OVER I I z_ SEALANT - SLOPE TOP OF FURRING I I 2 TRIM AND FLASHING Lo VERIFY 50+/- SLOPE TYP. UTILITY BOX HEAD -UTILITY BOX � 8 SCALE: N.T.S. BE9.03 WATER REPELLANT / ANTI -GRAFFITI REPELLANT " "";RETE WALL 'RENE GASKET JTING PLATE COORDINATE DIMENSIONS TO ALIGN WITH AND FIT UNDER CC`''' FRON SERVE TRIM PER ARCHITECTURAL TOP FLASHING SEE 15/BE1.04 CLADDING PER ARCHITECTURAL SET COPING OVER SPLICE PLATE WITH 1/8" BUTT JOINT BETWEEN PIECES :T EACH SIDE IN CONTINUOUS :ADS OF SEALANT �+ GAUGE PRE -FINISHED COPING SPLICE PLATE (BELOW COPING) SPLICE PLATE 6 SCALE: N.T.S. BE9.03 ISOMETRIC- UTILITY BOX( 5 SCALE: N.T.S. BE9.03 TYP. UTILITY BOX METERS 2" SEALANT & BACKER ROD TRIM PER ARCHITECTURAL - SET TO TRIM IN SEALANT SEALANT FILLET P.T. FURRING SHEATHING WRB TARGET BEHIND BOX (12" LARGER @ TOP & SIDES) MARINE PLYWOOD VENT HOOD MOUNTING FLANGE: 24 GAUGE GALVANIZED STEEL FULLY SOLDERED PRE -FINISHED STEEL, FOLD & RIVET SINGLE VENT HOOD FLASHING - ISOMETRIC 3 SCALE: N.T.S. BE9.03 NOTE: PROVIDE BLOCKING VENT HOOD MOUNTING AT ANGLES AS REQ'D. FLANGE - 24 GAUGE FOR FASTENERS GALVANIZED STEEL FULLY SOLDERED 12 / WRB - SHINGLE INTO WRB BEHIND VENT INSTALL A PRE-MFR'D PENETRATION PLASTIC LOUVER OVER AS RE DUCT PENETRATIONS 411 VENT OR DUCT 12" PENETRATIONS SLOPE 1 �I NUMBER VARIES NOTE: PROVIDE BLOCKING AT ANGLES AS REQ'D. FOR FASTENERS x \� VENT HOOD - 22 GAUGE VENT OR DUCT PRE -FINISHED STEEL, TERMINATION CAP 6// FOLD & RIVET PENETRATION WARP OVER DUCT PENETRATION. WEATHER RESISTIVE BARRIER SHALL BE 12" LARGER THAN HOOD SIZE ON ALL SIDES GROUPED VENT HOOD FLASHING - ISOMETRIC 2 SCALE: N.T.S. BE9.03 SIDING PER ARCHITECTURAL WRB LAPPED OVER TRIM FLASHING FLANGE 4" MIN. FURRING PER SPECS TARGET FLASHING VENT HOOD - 22ga PRE -FINISHED STEEL FOLD & RIVET SEAL FLAPPER TO FLASHING VENT HOOD MOUNTING FLANGE -24 GAUGE GALVANIZED STEEL FULLY SOLDERED. SEE FLASHING DIAGRAM FOR ADDITIONAL INFORMATION SLOPE TO DRAIN SEALANT JOINT OVER CLOSED CELL, NON -GASSING BACKER ROD VENT FLASHING FLANGE LAPPED OVER WEATHER BARRIER rn 0 IT- E 0 U �J O Ca U &_� ca aj 4--% o O N N 3: ■� � N _C= o ce) N o Q M � � N CD O N ru Ca Cll Ca CD N M pti L bin r,3 2476 Westlake Ave N Suite ,,W Seattlee, WA 98109 IVP t: 206.3.0066 f: 206.283.0972 104 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ [Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ ARCHITECT 'JOHN BRAD MINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: PENETRATION DETAILS ISSUE: PERMIT SET SEALANT JOINT ORIGINAL SHEET SIZE IS 24"06" PLOT DATE: 2/9/2022 HOSE BIB - CONCRETE WALL SCALE: N.T.S. JAMB - UTILITY BOX SCALE: N.T.S. VENT HOOD FLASHING - SECTION SCALE: N.T.S. BE9.03 PLYWOOD SHEAR WALL WHERE OCCURS FIBER CEMENT SIDING FURRING (16" o/c ALIGNED w/ STUDS) WRB / AB GYP SHEATHING (PER ARCH, WHERE OCCURS) STUD FRAMING BATT INSULATION INTERIOR GYP. BD w/ VAPOR BARRIER z_ CV WEATHER RESISTIVE BARRIER / AIR BARRIER SEAL TO FLASHING CLADDING OVER FURRING PER ARCHITECTURAL STAINLESS STEEL INSECT SCREEN - 1/4" MIN. GAP 2" DAM 2 24 ga METAL DRIP FLASHING w/ 5° SLOPE TO DRAIN - SET IN A BED OF SEALANT INSECT SCREEN FRAMING PER STRUCTURAL FLOORLINE FLASHING AT FIBER CEMENT PANEL 6 SCALE: 3" = 1'-0" BE10.0 VAPOR RETARDER WALL PER ARCHITECTURAL WEATHER RESISTIVE BARRIER TAPE AT VERTICAL LAPS z CLADDING OVER FURRING PER ARCHITECTURAL CV II INSIDE CORNER TRIM BLOCKING AS REQUIRED WEATHER RESISTIVE BARRIER / AIR BARRIER INSIDE CORNER AT FIBER CEMENT PANEL 5 SCALE: 3" = 1'-0" BE10.0 ^'JTSIDE CORNER TRIM -OCKING AS REQUIRED LADDING OVER FURRING =R ARCHITECTURAL =ATHER RESISTIVE tRRIER / AIR BARRIER .TURAL TARDER RESISTIVE BARRIER 'ERTICAL LAPS 1 /4" GAP WALL PER ARCHITECTURAL CLADDING OVER FURRING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER / AIR BARRIER FLASHING TAPE, TYPICAL WEATHER RESISTIVE BARRIER CORNER PIECE 24 GAUGE PRE -FINISHED SHEET METAL FLASHING WITH DRIP EDGE STAINLESS STEEL INSECT SCREEN MIN GAP 22 GAUGE CONTINUOUS METAL CLEAT SOFFIT AT FIBER CEMENT PANEL 3 SCALE: 3" = 1'-0" BE10.0 WALL PER ARCHITECTURAL 8"X11"CEDAR FURRING STRIP @ 16" O.C. MAX. WEATHER RESISTIVE BARRIER / AIR BARRIER FIBER CEMENT PANEL VERTICAL REVEAL VERTICAL REVEAL AT FIBER CEMENT PANEL 2 SCALE: 3" = 1'-0" BE10.0 FCB CLADDING PER ARCHITECTURAL $" x 11" CEDAR FURRING @ 16" O.C. MAX FASTENER PER MFR. SPECS. 'HORIZONTAL 'Z' TRIM WALL PER ARCHITECTURAL WRB / AB rn 0 IT- E 0 U �J � ca aj cn - Cp 3:a--J i�: o 0 N N 3: ■� � N- o c N o Q CM � Co o CV ru Ca a) 1-1 ca a a) c co ti O L bin r,3 2476 Westlake Ave N Suite . , 183 104 SeattleWA 98109 t: #.0066 f: 206.283.0972 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Arch l lecture ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ ARCHITECT ,-JOHN BRAD VINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: CHECKED: PROJECT No. SHEET TITLE: WALL AN D TRANSITION DETAILS ISSUE: PERMIT SET ICIAZ AL 2022023 WALL SECTION AT FIBER CEMENT SIDING SCALE: 3" = 1'-0" ORIGINAL SHEET SIZE IS 24"x36" PLOT DATE: 2/9/2022 OUTSIDE CORNER AT FIBER CEMENT PANEL SCALE: 3" = 1'-0" HORIZONTAL REVEAL AT FIBER CEMENT PANEL SCALE: 3" = 1'-0" BE1 0m01 1"l A 1,-' 1 1K1rlrrl1 A%/11ArAIT SECTION THROUGH VALLEY 7 ' SCALE: 3" = 1'-0" BE12.01 ASPHALT ROOFING SHINGLES ROOFING UNDERLAYMENT ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL 12" WIDE SELF -ADHERED UNDERLAYMENT APPLY CONTINUOUS ROOFING CEMENT ALONG RAKE -- - - - - - - - - --------------- -- I I - 4" i � 1811 METAL EAVE TRIM RAKE FASCIA PER ARCHITECTURAL SOFFIT PER ARCHITECTURAL i ASPHALT ROOFING SHINGLES OOFING UNDERLAYMENT ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL 18" WIDE SELF -ADHERED UNDERLAYMENT 9" WIDE SELF -ADHERED UNDERLAYMENT METAL EAVE TRIM, MINIMUM 24 GA GALVANIZED SHEET METAL FASCIA PER ARCHITECTURAL SECTION THROUGH EAVE WITH EAVE TRIM 5 SCALE: 3" = 1'-01 BE12.01 ASPHALT ROOFING SHINGLES ROOFING UNDERLAYMENT ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL \\ 18" WIDE SELF -ADHERED UNDERLAYMENT SELF -ADHERED UNDERLAYMENT METAL EAVE TRIM; �\ MINIMUM 24 GA 18,E \� \ GALVANIZED SHEET METAL 6„ cogGUTTER STRAP WITH STAINLESS STEEL FASTENER AT FASCIA GUTTER PROFILE AND METAL PER ARCHITECTURAL GUTTER HANGER AS REQUIRED FASCIA PER ARCHITECTURAL SECTION THROUGH EAVE WITH GUTTER 4 ' SCALE: 3" = 1'-0" BE12.01 ASPHALT COMPOSITION ROOFING SHINGLES ROOFING UNDERLAYMENT ROOF FRAMING AND SHEATHING PER ARCHITECTURAL/STRUCTURAL 18" WIDE SELF ADHERED ROOFING UNDERLAYMENT RIDGE CAP SHINGLE PRE -MANUFACTURED RIDGE VENT PROVIDE CLEAR AIR SPACE BETWEEN \\ SHEATHING TO ALLOW VENTING, VERIFY VENTING REQUIREMENT WITH ARCHITECT AND VERIFY WITH STRUCTURAL THAT THE VENT SPACE CAN BE CONTINUOUS ASPHALT COMPOSITION ROOFING SHINGLES ROOFING UNDERLAYMENT ROOF FRAMING AND SHEATHING PER ARCHITECTURAL / STRUCTURAL SELF ADHERED ROOFING UNDERLAYMENT CENTERED ON THE RIDGE RIDGE CAP SHINGLE SECTION THROUGH ROOF RIDGE NON -VENTED 2 SCALE: 3" = 1'-0" BE12.0 ASPHALT SHINGLE: SECOND ROW BEGINS WITH A FULL SHINGLE LESS 4"; TH I RD ROW BEGINS WITH A FULL SHINGLE LESS 8" ROOF RIDGE 36" WIDE SELF -ADHERED UNDERLAYMENT CENTERED OVER RIDGE AND COUNTER FLASHED OVER UNDERLAYMENT MINIMUM 24 GA SHEET METAL EDGE FLASHING WITH HEMMED DRIP EDGE; INSTALL OVER SELF ADHERED FLASHING AND UNDERLAYMENT 18" WIDE SELF ADHERED FLASHING AT RAKE INSTALLED OVER UNDERLAYMENT 36" WIDE SPECIFIED UNDERLAYMENT PLYWOOD ROOF DECK SUBSTRATE SELF ADHERED UNDERLAYMENT APPLIED UNDER EAVE EDGE METAL MINIMUM 24 GA GALVANIZED SHEET METAL EAVE TRIM 18" WIDE SELF ADHERED UNDERLAYMENT, COUNTER FLASHED OVER EAVE EDGE METAL METAL GUTTER ASPHALT SHINGLE STARTER COURSE ASPHALT SHINGLE: FIRST ROW BEGINS WITH A FULL SHINGLE rn 0 IT- E 0 U �J Ca U_ °—�' ca o aj cn - Cp 3: i�: �% o 0 N a� 3: ■� N o c- N o � C M � co o CV ro Ca N Ca cn N LO M ti O I bin r,3 2476 Westlake Ave N Suite #102 283 Seattle, WA 98109 t: 2060066 f: 206:283:0972 104 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ LARCHffECT 'JOHN BRAD MINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: TYPICAL ROOF DETAILS ISSUE: PERMIT SET SECTION THROUGH RAKE SCALE: 3" = 1'-0" ORIGINAL SHEET SIZE IS 24"x36" PLOT DATE: 2/9/2022 SECTION THROUGH ROOF RIDGE (VENTED) SCALE: 3" = 1'-0" ASPHALT ROOFING SYSTEM SCALE: N.T.S. BE1 2mOl l l 1 a Q II II � � Z I I SHEATHING AND WALL ASSEMBLY PER ARCHITECTURAL WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL SHEET METAL STEP FLASHING WITH HEMMED EDGE ON 6" HORIZONTAL LEG. INTEGRATE WITH ASPHALT ROOFING SHINGLES 18" WIDE SELF -ADHERED UNDERLAYMENT ASPHALT ROOFING SHINGLES ROOFING UNDERLAYMENT ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL SECTION THROUGH CHIMNEY SIDEWALL 12 SCALE: 3" = 1'-0" t�IO2 SHEATHING AND WALL ASSEMBLY PER ARCHITECTURAL WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL 1 co MINIMUM 24 GA GALVANIZED SHEET METAL APRON FLASHING WITH HEMMED EDGE ON HORIZONTAL LEG I• z I ; I 18" WIDE SELF -ADHERED UNDERLAYMENT I ROOFING UNDERLAYMENT 20 GA SHEET METAL CONTINUOUS CLEAT. FASTEN AT 12" O/C AND SET IN COMPATIBLE SEALANT / MASTIC ASPHALT ROOFING SHINGLES ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL SHEATHING AND WALL ASSEMBLY PER ARCHITECTURAL WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL MINIMUM 24 GA GALVANIZED SHEET METAL APRON FLASHING WITH HEMMED EDGE ON HORIZONTAL LEG SELF -ADHERED UNDERLAYMENT ASPHALT ROOFING SHINGLES ROOFING UNDERLAYMENT ~\�\ SELF -ADHERED UNDERLAYMENT 78,, \ 6,, M/N \ ••\ ROOF FRAMING SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL SECTION THROUGH CHIMNEY CRICKET 9 SCALE: 3" = 1'-0" B12.02 NOTE: VERIFY ROOF CAP CONFIGURATION; VERIFY DIMENSIONS IN FIELD PRIOR TO FABRICATION; SHROUD NOT SHOWN F C MINIMUM 24 G/ SHEET METAL r+��nnlnlnTr ,A,ITI I ^I IIMNEY IVIIIVIIVIVIVI 4-It V/"�VVL JI�EET METAL CAP, FULLY SOLDERED CHIMNEY CAP 8 SCALE: N.T.S. B12.02 ROOF UNDERLAYMENT LAP SELF ADHERED ROOF UNDERLAYMENT OVER PIPE SLEEVE 4NEY FLASHING FLANGE; LAP ROOF UNDERLAYMENT OVER SELF ADHERED IVIIIVIIVIVIVI L`+ kit-Nili GALVANIZED SHEET METAL SADDLE FLASHING, FULLY SOLDERED CHIMNEY SADDLE / CRICKET FLASHING SCALE: N.T.S. k B12.02 SHEET METAL APRON FLASHING, REFER TO DETAIL 7, THIS SHEET PROVIDE STEP FLASHING AS REQUIRED BETWEEN APRON FLASHING AND SADDLE FLASHING- REFER TO CHIMNEY SHEET METAL CRICKET SADDLE FLASHING, REFER TO DETAIL 6, THIS SHEET CHIMNEY FLASHING PLAN ROOF HATCH SIMILAR 5 SCALE: N.T.S. B12.02 UPPER PART OF SHINGLES OVERLAP AND ARE SET IN Di rGnnGnIT LC _✓ F VENT PIPE SHINGLE CUT TO FIT COVER PIPE VENT PENETRATION FLASHING SEQUENCE B 3 VENT PIPE SOFT METAL PIPE SLEEVE FLASHING, SET SLEEVE FLASHING OVER PIPE AND SET FLANGES IN ROOF CEMENT S DOOic - ,oF SCALE: N.T.S. B12.02 1 LAYER OF ROOF UNDERLAYMENT VENT PENETRATION FLASHING SEQUENCE A� 2 1 ROOFING z MASTIC OR 2 COMPATIBLE 00 SEALANT i nginglnq\nq\n■yn■ym ■ MIN. 6" SCALE: N.T.S. B12.02 SEPARATE LEAD FLASHING COLLAR CAP Z FOLDED INTO STACK N LEAD PIPE SLEEVE (PLUMBING STACK) FLASHING WITH FLANGE FULLY EMBEDDED IN MASTIC OR COMPATIBLE SEALANT ASPHALT ROOFING SHINGLES SELF -ADHERED UNDERLAYMENT ROOFING UNDERLAYMENT ROOF FRAMING / SHEATHING AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL PLUMBING STACK rn o IT- E O U �J Ca U_ 3: ca o aj a cn 00 4--% N a� N � o c-4 N u O O CO CM � O CD o CV ru > ca a� ]� ca cn a� LID M pti I rL3 2476 Westlake Ave N tSuite e. 3. Seattl, WA 98109 : 206280066 f: 206.283.0972 104 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Archlleclure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ ARCHITECT 'JOHN BRAD MINMUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02101/2022 SHEET DATE: 219/2022 REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: ICIAZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: TYPICAL ROOF DETAILS ISSUE: PERMIT SET SECTION THROUGH CHIMNEY APRON SCALE: 3" = 1'-0" ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 CHIMNEY APRON FLASHING SCALE: N.T.S. VENT PENETRATION FLASHING SEQUENCE C SCALE: N.T.S. VENT PENETRATION SCALE: 3" = 1'-0" BE1 2mO2 / < SHINGLE STEP FLASHING TO AVOID REVERSE LAPS 24 GAUGE SHEET METAL STEP FLASHING NOTE: COORDINATE DIMENSIONS OF STEP FLASHING WITH SHINGLE MANUFACTURER'S RECOMMENDATIONS / / / / PROVIDE VERTICAL LEG TO COVER EAVE FASCIA BOARD NOTE: SEE DETAIL 3 FOR ADDITIONAL NOTES EXTEND BOTTOM STEP FLASHING PAST CORNER AND BEND/WRAP TOP CORNER RAKE EDGE 24 GAUGE FIELD PAINTED GALVANIZED SHEET METAL APRON FLASHING SHOP FORMED WITH SOLDIERED CORNERS AND HEMMED BOTTOM EDGE TYPICAL STEP FLASHING AT WALL HEADWALL / RAKE BOOT FLASHING SCALE: N.T.S. 24 GAUGE FOLDED SHEET METAL DIVERTER FLASHING SECOND ROW OF STEP FLASHING TO LAP OVER DIVERTED FLASHING (NOT SHOWN FOR CLARITY) SEALANT AT LAP COORDINATE SO THAT THIS POINT ALIGNS WITH CENTER OF GUTTER 24 GAUGE FULLY SOLDERED SHEET METAL RAKE/TERMINATION BOOT FLASHING HEADWALL / RAKE DIVERTER FLASHING SCALE: N.T.S. JI ILL I IVIL I Y'%L UVV I 1 Ll1J1 IIIVVJ EAVE FLASHING GUTTER MATCH ROOF SLOPE 24ga GALVANIZED STEEL FULLY SOLDERED DIVERTER FLASHING 411 211 4-300 SLOPE DIVERTER INTO GUTTER SHEET METAL DIVERTER. SLIDE BEHIND STEP FLASHING AT WALL. INSIDE CORNER NOTE: • FABRICATE MOCK-UP OF DIVERTER FLASHING w/ ROOF AND GUTTER TO VERIFY DIMENSIONS. • SIZE AND SHAPE TO MATCH CONDITIONS. • PROPERLY LAP DIVERTER FLASHING IN w/ WALL STEP FLASHING. • BUILDING PAPER TO LAP OVER VERTICAL LEG 4" MIN. RAKE TO WALL FLASHING 3 SCALE: N.T S IlREJ2.0 kLL BOOT VER LASHING ll�Pill� RAKE TO WALL BOOT FLASHING 2 SCALE: N.T.S. BE12.O rn o 0 � U �% c (o L m U a� 3: 4--, o 0 N a� 3: ■� o M UN O O CO co L �CNO O > ca a) ca G a3 M p bin r,3 2476 Westlake Ave N Suite #102 Seattle, WA 98109 t: 206.283.0066 IVA4 f: 206.283.0972 e: info@cross2dg.com 10 w: www.cross2dg.com CROSS 2 DESIGN GROUP Arch l ieciure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ LARCHffECT -JOHN BRAD VINJGUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET 02/01/2022 SHEET DATE: 2/9/2022 REVISIONS RES U B Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN: IC/AZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: TYPICAL ROOF DETAILS ISSUE: PERMIT SET SIDEWALL STEP FLASHINGS SCALE: N.T.S. ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 INSIDE / OUTSIDE WALL CORNER BOOT FLASHINGS SCALE: N.T.S. TYPICAL ROOF FLASHING REFERENCE SCALE: N.T.S. BE1 2mO3 6" 4" m t [SOLDERED SHEET METAL FLASHING BOOTS ROOF EAVE CORNER BOOT FLASHINGS SHOP E ROOF SI-OPE - WALL SCALE: N.T.S. 24 GAUGE FULLY SOLDERED SHEET METAL FLASHING ROOF UNDERLAYMENT TO LAP UNDER FLASHING AT BOTTOM RIDGE TO WALL FLASHING BOOT � 12 SCALE: N.T.S. BE12. N< 00 ".9 ROOF UNDERLAYMENT TO LAP OVER FLASHING 24 GAUGE FULLY SOLDERED SHEET METAL BOOT FLASHING ROOF UNDERLAYMENT TO LAP UNDER FLASHING AT BOTTOM VALLEY RIDFE TO ROOF BOOT FLASHING SCALE: N.T.S. RAKE CORNER BOOT FLASHINGS 41+ V/'1VVC FULLY SOLDERED SHEET METAL BOOT FLASHING SCALE: N.T.S. 0 �O ROOF o � 0 � U �% 00 C L U(0 _ Q Q) CU 0 N (1) M UN O O � M L �C4 O ca (1) ca G a3 m M ti O bil rL3 2476 Westlake Ave N Suite ,,W Seattlee, WA 98109 100 t: 206.3.0066 f: 206.283.0972 404 e: info@cross2dg.com w: www.cross2dg.com CROSS 2 DESIGN GROUP Arch l ieciure ■ Building Envelope ■ Design COPYRIGHT CROSS 2 DESIGN GROUP 2022. ALL RIGHTS RESERVED PROJECT: EDMONDS TOWNHOMES EDMONDS, WA 98026 6888 REGISTERED \ LARCHffECT '-JOHN BRAD Mhl7GUE STATE OF WASHINGTON CLIENT: BETTER BELLEVUE INC. PROJECTISSUES: PERMIT SET SHEET DATE: REVISIONS RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 02/01 /2022 2/9/2022 DRAWN: IC/AZ CHECKED: AL PROJECT No. 2022023 SHEET TITLE: TYPICAL ROOF DETAILS ISSUE: PERMIT SET RIDGE TO RAKE AND RAKE BOOT FLASHINGS SCALE: N.T.S. ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 2/9/2022 RAKE TO MAIN ROOF TRANSITION BOOT FLASHINGS SCALE: N.T.S. BE12m04