My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2818 GRAND AVE 2020 Plans 2022-11-28
>
Address Records
>
GRAND AVE
>
2818
>
Plans
>
2818 GRAND AVE 2020 Plans 2022-11-28
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/28/2022 10:30:43 AM
Creation date
6/16/2022 8:55:32 AM
Metadata
Fields
Template:
Address Document
Street Name
GRAND AVE
Street Number
2818
Permit
B2004-010
Year
2020
Notes
REPLACE SIDING, TRIM, WINDOWS, SLIDING GLASS DOORS
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
21
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
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 />
The URL can be used to link to this page
Your browser does not support the video tag.