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VENT SOFFITS ONLY IF UNCONDITIONED SPACE ABOVE <br />: <br />EXISTING'' <br />STRUCTURE <br />t = <br />EXISTING CONCRETE PAD <br />SIDING PER DESIGN DOCS <br />DRAINAGE MEDIUM PER DESIGN DOCS <br />WRB FIELD LAYER LAPS METAL FLASHING, APPLY SEALANTITAPE AT WRB TERMINATIONS <br />EX. SHEATHING <br />6" SAF OVER TOP OF METAL, TYP. <br />SAF PRE -STRIP, LAP ONTO CONC. FOR <br />METAL-TO-CONC. SEPARATION <br />MIN 24 GA MTL. FLASHING (PRIMED & PAINTED) WITH HEMMED FRONT EDGE, SET IN <br />SEALANT(ALSO SET HORIZONTAL LEG IN SEALANT). MIN 10 DEGREE SLOPE PRESSURE FIT <br />i7:Zn�L«�IrF��i�li�: � • <br />BACKER ROD & SEALANT @ BASE -OF -WALL GAP BETWEEN SHEATHING & CONC. IF <1/2" <br />ENSURE POSITIVE SLOPE THAT DRAINS AWAY FROM THE BUILDING <br />EXISTING <br />STRUCTURE <br />SIDING PER DESIGN DOCS <br />DRAINAGE MEDIUM, PER DESIGN DOCS <br />WRB FIELD LAYER LAPS METAL FLASHING. <br />APPLY SEALANT BETWEEN WRB & SAF <br />EX. WALL SHEATHING <br />6" SAF OVER TOP OF METAL, TYP. <br />PRE -STRIP WRB, ALLOW AN EXCESS OF WRB TO HANG BELOW <br />WALL SHEATHING FOR A SEPARATION LAYER BETWEEN THE <br />METAL FLASHING AND CONC. STEM WALL <br />DRAINABLE INSECT PROOF STRIP <br />MIN. 24 GA PRESSURE FIT MTL FLASHING W/ HEMMED <br />DRIP EDGE, PRESSURE FIT TO WRB/FOUNDATION <br />WRB BED IN SEALANT OR PROVIDE SAC SEALED TO WRB <br />AND CONCRETE <br />PAINT CONCRETE PER SPECIFICATIONS IF PREVIOUSLY <br />PAINTED <br />SIDING PER DESIGN DOCS <br />DRAINAGE MEDIUM PER DESIGN DOCS <br />WRB PER DESIGN DOCS, APPLY SEALANT/TAPE AT WRB <br />TERMINATIONS <br />EX. SHEATHING <br />EX. INSULATION & FRAMING <br />PRE -WRAP WRB PER DESIGN DOCS <br />6" SAF PER DESIGN DOCS <br />DRAINABLE INSECT PROOF STRIP <br />SEALANT BETWEEN WRB AND SAF <br />1/4" MIN. DRAINAGE GAP <br />MTL DRIP EDGE WITH 4" LEG <br />SEALANT PER DESIGN DOCS <br />FIBER CEMENT SOFFIT OVER DENSGLASS <br />1 1 /A7.2 I BASE OF WALL AT HARDSCAPE -TYPICAL SIDING / PEDESTRIAN TRAFFIC COATING I 'D 1 2 /A7.2 I BASE OF WALL AT CONCRETE SLAB - TYPICAL SIDING I ID: 55 ID: 295 <br />sCALE: NT$ _ sca, F. NTs 3 /A7.2 GWB/FIBER CEMENT SOFFIT - TYPICAL SIDING crD 2 5 <br />SIDING PER DESIGN DOCS <br />DRAINAGE MEDIUM PER DESIGN DOCS, TYP. <br />WRB PER DESIGN DOCS <br />SAF PER DESIGN DOCS <br />WRB PRE STRIP BEHIND FLASHING <br />MTL FLASHING W/ 4" BACK LEG, 1-1/2"DOWN LEG W/ HEM & NO DRIP EDGE <br />1/4" MIN. GAP <br />EX. HANDRAIL,TO BE REMOVED AND REINSTALLED <br />5/46" MIN. FIBER CEMENT MOUNTING BLOCK <br />SEALANT, FILLET JOINT <br />NEW 2x6 MIN. BLOCKING OR VERIFY SOLID <br />FRAMING OF MOUNTING BLOCK LOCATION <br />SIDING PER DESIGN DOCS <br />WRB PER DESIGN DOCS <br />SHEATHING PER DESIGN DOCS <br />VENT SOFFITS ONLY IF UNCONDITIONED SPACE ABOVE <br />" <br />: <br />, <br />EXISTING <br />STRUCTURE <br />: <br />VENTED FIBER CEMENT SOFFIT OVER DENSGLASS <br />SEALANT PER DESIGN DOCS <br />TOP OF WALL FLASHING TRIM <br />1/4" MIN GAP FOR VENTILATION <br />PROVIDE CONTINUOUS SEALANT BEAD AT TERMINATION <br />POINTS OF WRB FOR AIR BARRIER CONTINUITY <br />DRAINABLE INSECT PROOF STRIP PER DESIGN DOCS <br />SIDING PER DESIGN DOCS <br />DRAINAGE MEDIUM PER DESIGN DOCS <br />WRB PER DESIGN DOCS <br />EX. SHEATHING <br />EX. COLUMN <br />WRB PER DESIGN DOCS <br />TRIM PER DESIGN DOCS <br />SEALANT, FILLET JOINT PER DESIGN DOCS, TYP. <br />4 A7.2 HANDRAIL/GUARDRAIL MOUNTING BLOCK- TYP. SIDING ID: 424 ID: 295 SCALE: NTS 5 /A7.2 TOP OF WALL AT SOFFIT - TYPICAL SIDING SrAI F• NTS 6 /A7.2 COLUMN WRAP ^^A, ID: 294 <br />.- L— <br />SIDING PER DESIGN DOCS <br />— — DRAINAGE MEDIUM, PER DESIGN DOCS <br />WRB FIELD LAYER LAPS METAL FLASHING. APPLY SEALANT BETWEEN WRB & SAF <br />WALL SHEATHING PER DESIGN DOCS <br />- 6" SAF OVER TOP OF METAL, TYP. <br />PRE -STRIP WRB, ALLOW AN EXCESS OF WRB TO HANG BELOW WALL SHEATHING FOR A <br />SEPARATION LAYER BETWEEN THE METAL FLASHING AND CONC. STEM WALL <br />DRAINABLE INSECT PROOF STRIP <br />MIN. 24 GA PRESSURE FIT MTL FLASHING W/ HEMMED DRIP EDGE, PRESSURE FIT TO WRB/FOUNDATION <br />TRANSLUCENT SILICONE SEALANT PER <br />DESIGN DOCS <br />SEALANT PER DESIGN DOCS <br />-- NEW FLASHING FLASHING SET IN SEALANT <br />EX. BRICK <br />7 / A7.2 I BASE OF WALL AT CONCRETE SLAB AND BRICK VENEER INTERSECTION <br />ISOMETRIC <br />LOCATION OF <br />TRANSLUCENT SILCONE <br />SEALANT <br />1. REMOVE EXISTING COPING <br />2. REMOVE VERTICAL GROUT JOINT BETWEEN BRICK <br />AND CONCRETE, INSTALL BACKER ROD AND SEALANT <br />3. INSTALL TRANSLUCENT SILICONE SEALANT <br />4. INSTALL NEW FLAT SEAM MTL COPING <br />5. INSTALL FILLET SEALANT AT COPING TO BUILDING <br />INTERSECTION <br />INSTALL NEW <br />FILLET BEAD <br />SEALANT ACT= <br />NEW STANDI <br />SEAM COPIN <br />BEEN INSTAL <br />o� <br />m <br />w <br />z <br />0 <br />8 /A7.2 I PARAPET WALL AT BRICK AND CONCRETE WALL INTERSECTION <br />^�"^`JE GROUT, <br />.L BACKEROD <br />EALANT <br />ION OF TRANSLUCENT <br />VE SEALANT <br />1711 <br />Copyright O 2018 All rights reserved. <br />J2 Building Consultants, Inc. <br />8425 44th Ave. W. <br />Mukilteo, WA 98275 <br />Tel 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 />64.55.005 through 64.55.090 <br />S <br />5 <br />REGISTERED <br />ARCHITECT <br />` L�� <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 />Job #: A7.2 <br />0580216 <br />