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FLAT SEAM <br />COMMON LOCK, HOOK <br />SEAM OR CLINCH LOCK <br />M <br />2! <br />INTERMITTENT BEADS OF SEALANT <br />CEDAR SHIM TO PROVIDE SLOPE <br />SAF PER DESIGN DOGS <br />METAL FLAT SEAM SIDING PARAPET COPING W/ HEMMED DRIP EDGE, <br />INSTALL WITH INTERMITTENT BEADS OF SEALANT <br />EX. CONCRETE <br />FLAT SEAM <br />F_ <br />COMMON LOCK, HOOK <br />SEAM OR CLINCH LOCK <br />z <br />M � <br />INTERMITTENT BEADS OF SEALANT <br />CEDAR SHIM TO PROVIDE SLOPE <br />SAF PER DESIGN DOGS <br />METAL FLAT SEAM SIDING PARAPET COPING W/ <br />HEMMED DRIP EDGE, INSTALL WITH INTERMITTENT <br />BEADS OF SEALANT <br />!x2" GASKETED SCREWS @24" O/C <br />EX. CONCRETE <br />FLAT SEAM <br />COMMON LOCK, HOOK <br />SEAM OR CLINCH LOCF <br />PRIVATE DECK / WALKWAY <br />CEDAR SHIM TO PROVIDE SLOPE <br />DRAINABLE INSECT PROOF STRIP <br />24 GA. MIN. STANDING SEAM MTL COPING, CONCEALED CLEAT PER <br />DESIGN DOGS. FASTEN W/ #12x2" SCREWS @ 12" O/C MAX. <br />WATER BLOCK PER MANUFACTURER <br />METAL FLAT SEAM PARAPET COPING W/ HEMMED DRIP EDGE; HOOK TO <br />CONCEALED CLIP AT FACE AND THROUGH -FASTEN BACK W/ #12x2" <br />GASKETED SCREW @ 24" O/C MAX AT DECK/WALKWAY FACE <br />#12x2" GASKETED SCREWS @24" O/C <br />WRB PER DESIGN DOCS <br />DRAINAGE MEDIUM PER DESIGN DOCS <br />SIDING PER DESIGN DOGS <br />rYARD <br />1 /A7.3 METAL COPING PARAPET -BRICK &CONCRETE ID: 2 /A7.3 METAL COPING PARAPET - TYP. SIDING & CONCRETE SCALE• NTS 3 A7.3 METAL COPING @ PARAPET - TYP. SIDING SCALE: NTS <br />SCALE: NTS <br />SIDING PER DESIGN DOGS <br />WRB PER DESIGN DOCS <br />SEALANT PER DESIGN DOGS, FILLET JOINT <br />DRAINAGE MEDIUM PER DESIGN DOGS <br />TRIM PER DESIGN DOCS <br />SEALANT PER DESIGN DOCS <br />TRANSLUCENT SILICONE SEALANT PER DESIGN <br />DOCS, INSTALL AT INTERSECTION OF CONCRETE <br />GUARD WALL TO SIDING AT EA. SIDE. <br />EX. CONCRETE GUARDRAIL WALL <br />BACKER ROD AND SEALANT <br />METAL J TRIM PER DESIGN DOGS <br />SIDING PER DESIGN DOCS <br />EX. SHEATHING, FRAMING AND INSULATION <br />TRANSLUCENT SILCONE <br />SEALANT "BOOT" INSTALL AT <br />INTERSECTIONS OF <br />CONCRETE WALL TO SIDING, <br />TOP TO BOTTOM, ALONG TOP <br />OF CONCRETE WALL, AND <br />DOWN EXPOSED SIDES 1" <br />4" <br />5/4" FIBER CEMENT TRIM, INSTALLED BY SIDER <br />DRAINABLE INSECT PROOF STRIP <br />WRB TO BE INSTALLED BY SIDER, EXTEND 4" MIN OVER <br />TOP OF PARAPET <br />SIDING PER DESIGN DOCS <br />i EX. SHEATHING TYP. <br />I I DRAINAGE MEDIUM PER DESIGN DOGS <br />EX. INSULATION & FRAMING <br />I <br />I I <br />SHIM, SAF AND COPING TO BE INSTALLED <br />POST CLADDING INSTALL <br />SHIM TO BE INSTALLED BY ROOFER <br />SAF TO BE INSTALLED BY ROOFER <br />NEW COPING TO BE INSTALLED BY ROOFER <br />EX. ROOF ASSEMBLY <br />4 /A7.3 CONCRETE GUARDRAIL WALL TO SIDING SCALE: NTS 5 /A7.3 CONCRETE GUARDRAIL WALL TO SIDING SCALE: NTS IV 6 A7.3 METAL COPING @PARAPET -SINGLE SCALE: NTS <br />INSTALL TRIM AT BASE OF WALL AT COURTYARD <br />ENTRANCE DOOR OF BUILDING B2818 <br />SIDING PER DESIGN DOCS <br />WRB FIELD LAYER <br />DRAINAGE MEDIUM PER DESIGN DOGS <br />WRB PRESTRIP <br />6" SAF OVER FLASHING <br />DRAINABLE INSECT PROOF STRIP <br />318" MIN DRAINAGE GAP <br />NEW PRE FINISHED METAL HEAD FLASHING W/ 4" BACK LEG, <br />HEMMED DRIP EDGE, FOLDED END DAMS & SLOPING <br />HORIZONTAL LEG <br />TRIM PER DESIGN DOGS <br />SEALANT PER DESIGN DOGS <br />FIBER CEMENT SOFFIT OVER DENSGLASS <br />1 7 /A7.3 I BASE OF WALL AT SOFFIT - TYP SIDING <br />8 /A7.3 ROOF DIVERTER FLASHING - COMP ROOF W/ TYPICAL SIDING <br />2" MIN SPACE FROM ROOF <br />TOP TO SIDING MATERIAL TYP. <br />NEW OR EX. STEP FLASHING <br />ROOFING AND UNDERLAYMENT PER DESIGN DOCS, <br />UNDERLAYMENT TO ROLL UP WALL 8" <br />WEATHER RESISTIVE BARRIER OVER FLASHING WI 2" MIN. <br />LAP. SEALANT BETWEEN WRB AND ROOFING <br />UNDERLAYMENT <br />WALL SHEATHING PER DESIGN DOCS <br />PUNCH -LOCKED AND SEALED KICK OUT DIVERTER <br />FLASHING INSERT UNDER NEW WRB ABOVE AND <br />OVER NEW WRB BELOW <br />"L" METAL TUCKED UNDER EAVE FLASHING AND SHINGLED <br />INTO SAF AT WALL <br />12" SAF BEHIND DIVERTER FLASHING INSTALLED IN SHINGLE <br />FASHION W/ WRB. BEND SAF OUT AROUND FASCIA AND <br />COVER W/ "L" METAL <br />WRB CONTINUOUS BEHIND FASCIA <br />NEW PRE -FINISHED MTL STANDING <br />SEAM COPING <br />EX. WRB TO EXTEND 12" MIN. PAST NEW WRB <br />EX. MTL FLASHING; EXTEND BOTTOM <br />LEG 2" MIN. PAST T/O SIDING <br />1/4" MIN. GAP FOR VENTILATION <br />DRAINABLE INSECT PROOF STRIP <br />SIDING PER DESIGN DOCS <br />WRB PER DESIGN DOCS <br />EX. SHEATHING TYP. <br />DRAINAGE MEDIUM PER DESIGN DOCS <br />EX. INSULATION & FRAMING <br />9 /A7.3 ROOF TO PARAPET AT EXISTING ROOFING <br />NOTE: THIS CONDITION OCCURS ON BUILDING A 2824 EAST ELEVATION <br />NEW ROOF COATING <br />PER DESIGN DOCS <br />EX. ROOF MATERIAL <br />PREPARED PER NEW <br />ROOF MATERIAL <br />REQUIREMENTS <br />PE MI %!ED FOR PERMIT <br />Copyright © 2018 All rights reserved. <br />J2 Building Consultants, Inc. <br />8425 44th Ave. W. <br />Mukilteo, WA 98275 <br />Te/ 425.774.5600 <br />Fax 425.774.5661 <br />www.J2Consultants.com <br />The undersigned has provided building enclosure <br />documents that in my professional judgement are <br />appropriate to satisfy the requirements of RCW <br />64.55.006 through 64.55.090 <br />12495 <br />REGISTERED <br />ARCHITECT <br />f�� <br />� <br />BRIAN FAJARDO <br />STATE OF WASHINGTON <br />NOTES: <br />1. CONTRACTOR IS RESPONSIBLE <br />FOR FIELD VERIFICATION OF <br />SIZING AND QUANTITIES OF ALL <br />COMPONENTS. <br />2. MOCK UP REVIEW OF ALL <br />EXTERIOR ASSEMBLIES <br />REQUIRED BEFORE INSTALLATION. <br />3. DRAWINGS ARE DIAGRAMMATIC <br />ONLY AND ARE NOT TO BE USED <br />FOR TAKE OFF QUANTITIES. <br />Revisions: <br />Date <br />Project Title: <br />NAUTICA CONDOMINIUMS <br />BUILDING ENVELOPE <br />2818 GRAND AVENUE <br />EVERETT WA 98201 <br />2818 GRAND AVENUE <br />EVERETT WA 98201 <br />Sheet Title: <br />WALL <br />DETAILS <br />Scale: As Noted <br />PERMIT SET <br />Drawn By: JMM <br />Checked By: DD/BDF <br />Issue Date: Sheet Number: <br />03/24/20 <br />1Job #: 7.3 <br />0580216 <br />