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APPROVED BLD BLD2021-1223+Architectural_Plan+9.1.2021_11.47.24_AM+2387697GENERAL CONSTRUCTION NOTES GENERAL NOTES 1) THESE DRAWINGS DESCRIBE GENERAL REQUIREMENTS FOR WEATHERIZATION DETAILS. REFER TO ORIGINAL STRUCTURAL ENGINEERING DOCUMENTS FOR ANY STRUCTURAL CONCRETE, STEEL OR WOOD FRAMING REQUIREMENTS. 2) ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS, AND MANUFACTURER'S INSTRUCTIONS. REPORT ANY DISCREPANCIES TO CONSULTANT. 3) CONTRACTOR SHALL VERIFY CONDITIONS ON SITE BEFORE BEGINNING WORK AND REPORT ANY DISCREPANCIES TO CONSULTANT. 4) THE CONTRACTOR SHALL BE FAMILIAR w/ THESE DRAWINGS AND DETAILS AND SHALL ENSURE THAT THEIR WORKERS HAVE THE EXPERIENCE, TRAINING AND SKILLS REQUIRED TO EXECUTE THE WORK. 5) SUBMIT REQUEST FOR INFORMATION (RFI) TO THE CONSULTANT. SUBMIT ANY CHANGES IN THE CONTRACT VALUE IN THE FORM OF A CHANGE ORDER PROPOSAL TO THE CONSULTANT. 6) NOTIFY CONSULTANT OF WORK SCHEDULE AND ACTIVITIES. PROVIDE SPECIAL CONSIDERATION FOR NOISY OPERATIONS, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. PROTECT LANDSCAPING & FIXTURES. 7) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER IMAGES AND ILLUSTRATIONS. 8) ALL LUMBER SIZES INDICATED ARE NOMINAL UNLESS DIMENSIONED OR NOTED OTHERWISE. 9) EXTERIOR SHEATHING & FRAMING REPAIRS SHALL REQUIRE INSPECTIONS. COORDINATE INSPECTIONS WITH BUILDING OFFICIALS PRIOR TO COVERING. 10) DO NOT INSTALL DAMAGED OR DEFECTIVE MATERIAL(S). 11) LAP WEATHER RESISTANT BARRIER OVER VERTICAL FLASHING/SAMF A MIN OF 4". UNLESS NOTED OTHERWISE. 12) REFER TO MATERIAL DATA SHEETS AND MANUFACTURER'S INSTRUCTIONS BEFORE INSTALLING ANY NEW MATERIALS 13) PROVIDE; A) 2" MIN CLEAR @ ALL CLADDING TO HORIZONTAL HARD SURFACES B) 6" MIN CLEAR @ ALL FRAMING TO FINISH GRADE 14) EXPOSED FASTENERS SHALL BE SEALED OR GASKETED. INSTALL & LOCATE ALL FASTENERS PER SMACNA. 15) HEM METAL FLASHING DRIP EDGES, TYPICAL. PROVIDE FULLY SOLDERED JOINTS IN SECTIONS OF FLASHING JOINED TOGETHER AS INDICATED ON DRAWINGS. 16) PROVIDE GALVANIC SEPARATION MATERIAL BETWEEN DISSIMILAR METALS. 17) NOTIFY THE CONSULTANT OF ANY PREVIOUSLY UNDISCOVERED DAMAGE, DEFICIENCIES OR THREATS THAT COMPROMISE THE FIRE AND/OR LIFE SAFETY OF THE BUILDING OCCUPANTS. 18) CONTRACTOR SHALL PROMPTLY REPORT ANY ACCIDENTAL DAMAGE AT NO ADDITIONAL COST TO THE OWNER. 19) CONTRACTOR SHALL REMOVE DEBRIS AND TRASH FROM THE SITE IMMEDIATELY. DISPOSE OF LEGALLY. KEEP THE BUILDING AND GROUNDS CLEAN AND FREE OF REFUSE AT ALL TIMES. 20) CONTRACTOR SHALL DOCUMENT PRE-EXISTING CONDITIONS FOR REFERENCING DURING NEW CONSTRUCTION. 21) CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DISCOVERED MICROBIAL GROWTH DURING THE COURSE OF WORK. 22) ALL MATERIALS AND COMPONENTS ARE TO BE NEW UNLESS NOTED OTHERWISE GENERAL WATERPROOFING NOTES 1) ALL FLASHINGS SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT IT TO THE EXTERIOR. 2) ALL WALL PENETRATIONS SHALL BE TARGET FLASHED. 3) ALL WEATHER RESISTIVE BARRIERS SHALL HAVE POSITIVE LAPPING (SHINGLE STYLE) WHEN INSTALLED. LAPPING AND SEALING OF SEAMS AND JOINTS SHALL BE BY MANUFACTURER'S REQUIREMENTS. 4) ALL BUILDING INTERFACES SHALL BE FLASHED TO PREVENT MOISTURE FROM ENTERING THE WALL. 5) ALL HORIZONTAL HARD SURFACES SHALL HAVE CODE REQUIRED ADEQUATE SLOPING FOR DRAINAGE. 6) AFTER REMOVAL OF DAMAGED MATERIALS, TREAT ADJACENT SURFACES WITH FUNGICIDE AND ANTI -MICROBIAL (BORA-CARE + MOLD CARE) TYPICAL. SURFACES MUST BE DRY BEFORE COVERING. REFER TO SECTION 02 40 00 DEMOLITION MOISTURE DAMAGE MOCK-UPS AND TESTING GENERAL NOTES: 1) PRODUCT SUBMITTALS SHALL BE PROVIDED TO J2 FOR REVIEW AND APPROVAL PRIOR TO MOCK-UPS. 2) MOCK-UP REVIEW SHALL CONSIST OF A STEP BY STEP INSTALLATION SEQUENCE PERFORMED ON SITE BY PERSONNEL WHO WILL BE PERFORMING THE ACTUAL INSTALLATION. 3) CONTACT J2 AT LEAST 48 HOURS IN ADVANCE TO SCHEDULE/REQUEST MOCK-UPS OR TESTING. 4) WATER TESTING AT WINDOWS AND DOORS SHALL BE PERFORMED PRIOR TO FULL SIDING INSTALLATION. TEMPORARY SIDING IMITATING INSTALLED CONDITIONS SHALL BE UTILIZED. REQUIRED MOCK-UPS/TESTING: CONTRACTOR TO CONTACT J2 TO PERFORM AND/OR ARRANGE THE FOLLOWING MOCK-UP OR TESTING. THE LIST BELOW INDICATES THE MINIMUM REQUIREMENTS. OTHER CONDITIONS MAY REQUIRE ADDITIONAL MOCK-UPS OR TESTING AS DETERMINED BY FIELD CONDITIONS. ASSEMBLY MOCK-UP/TESTING DESCRIPTIONS NOTES ROOF ROOF-TO-WALL/DIVERTERS /CRICKETS WALLS SIDING PENETRATIONS AND TRANSITIONS ADHERED VENEER PENETRATIONS AND TRANSITIONS SEALANT PULL TESTS FENESTRATIONS WINDOW INSTALLATION SWING DOOR INSTALLATION WINDOW TESTING PER ASTM E1105 -SEE SPECS PROJECT DESCRIPTION GENERAL SCOPE: • TARGETED REPAIR OF ENTRY STAIR TOWER AND SURROUNDING WALLS • REPLACE MAIN ENTRANCE SWING DOORS IN LIKE KIND • REPLACE WINDOW AT NORTH ELEVATION IN LIKE KIND Approved by Fire 10/04/2021 AFM kl_-F�ttek-ek- Any alterations to fire alarm or fire sprinkler will require a separate permit. INDEX TO DRAWINGS SITE ADDRESS: 505 PINE STREET, EDMONDS WA 98020 YEAR BUILT: 1989 NO. OF BUILDINGS: 1 NO. OF UNITS: 10 OCCUPANCY: R-2 CONSTRUCTION TYPE: V-B PARCEL NO. 00779100010100 00779100010200 00779100010300 00779100010400 00779100020100 00779100020200 00779100020300 00779100020400 00779100030100 00779100030200 LEGAL DESCRIPTION: EMERALD CREST, A CONDOMINIUM BLK 000 D-00 APT 101, 102, 103, 104, 201, 202, 203, 204, 301, 302 TGW UND 100% INT IN COMM AREAS & FACS DESCIN DECL REC AF NO 8911150443 NOT ALL CODES MAY BE APPLICABLE TO THE SCOPE OF WORK 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 WASHINGTON STATE ENERGY CODE (WSEC) 2018 UNIFORM PLUMBING CODE (UPC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL FUEL GAS CODE (IFGC) 2018 INTERNATIONAL EXISTING BUILDING CODE( IEBC) CODES TO ADHERE TO WASHINGTON STATE AMENDMENTS PROJECT TEAM €rbon dr Pine Si F.rh7n Dr 221 Hemlock Way Hemlock Way to { CD 0 m j Seamont Ln 0 < rn SITE VICINITY MAP SCALE: NTS Hemlock Way Hemlock Way Hernbck way Hemlock VV c1071 Seamont Ln I'�i1L Sf SUBJECT SITE Ali Pine St N Copyright © 2020 All rights reserved. J2 Building Consultants, Inc. 8425 44th Ave W Mukilteo, WA 98275 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com The undersigned has provided building enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090 EXPIRES: 3 21 2022 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. A0.1 PROJECT SUMMARY & GENERAL NOTES OWNER: EMERALD CREST CONDOMINIUMS HOA A0.2 SCOPE OF WORK C/O: JOAN ALLEN A0.3 WALL, ROOF, & DECK TYPES 505 PINE ST - A0.4 SITE PLAN EDMONDS, WA 98020 �+ A2.1 ELEVATIONS ECAAOBOARD@GMAIL.COM RL A2.1 ELEVATIONS - S0.1 GENERAL STRUCTURAL NOTES CONTRACTOR: TBD W1.1 WEATHERIZATION DETAILS - ROOF' W2.1 WEATHERIZATION DETAILS - WINDOWS AND DOORS CONSULTANT: J2 BUILDING CONSULTANTS, INC. Revisions: r' W2.2 WEATHERIZATION DETAILS - WINDOWS AND DOORS 8425 44TH AVE W W2.3 WEATHERIZATION DETAILS - WINDOWS AND DOORS MUKILTEO, WA 98275 rt # Date W3.1 WEATHERIZATION DETAILS - WALLS W3.2 WEATHERIZATION DETAILS - WALLS u TYPICAL ARCHITECTURAL SYMBOLS SYMBOLS INDICATED MAY OR MAY NOT BE IN USE WITHIN THIS GIVEN PROJECT DRAWING NUMBER QREVISION DELTA TITLE AX.X SCALE: NTS SCALE (NTS = NOT TO SCALE) ## KEY NOTE SHEET NUMBER E WALL/ROOF/DECK TYPE '__-] B0.0-------- GRID SYMBOL 101 ROOM NUMBER N NORTH ARROW ELEVATION TAG A A800 DETAIL TAG A SECTION TAG rA A 00 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OVERHEAD SITE PHOTO SCALE: NTS APPROVED PLANS MUST BE ON JOB SITE m AI IV i-------------------------------------------------------- Envelope Inspection reports to be provided to Inspector ' ---------------------------------------------------------- City Of Edmonds Building Department Work RE -SIDING ----------------------- Address 505 PINE ST Owner EMERALD CREST CONDO ------------- Approved Dater 1 /O-5/202'1 Building Official. Eric. -------------- Permit Number' BLD2021-1223 RECEIVED Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Title: MERALD CRIES TARGETED REPAIR 505 PINE ST EDMONDS, WA 98020 Sheet Title: PROJECT SUMMARY & GENERAL NOTES Scale: As Noted PERMIT SET Drawn By: NKC Checked By: MAC Issue Date: 04/29/21 Sheet Number: AO ■ 1 Job #: 0301300 SCOPE OF WORK AND COMPONENT REPLACEMENT SCHEDULE - EMERALD CREST KEY REPLACEMENT APPLICABLE CATEGORY NOTE BUILDING ELEMENT DESCRIPTION OF WORK MATERIAL SPECIFICATION SECTION DETAILS STEEP -SLOPED EXISTING COMPOSITION SHINGLES TO REMAIN. REMOVE AND RESET AT N/A NA 1/W1.1, R1 COMPOSITION SHINGLE RAKES IF STEP FLASHINGS ARE TO BE REPLACED. 2/W1.1, 3/W1.1 ROOFING STEP FLASHING AND ENSURE STEP FLASHINGS WITH 5" MIN. VERTICAL LEGS EXIST SHINGLED 10" SHEET METAL 07 62 00 SHEETMETAL FLASHING 1/W1.1, 2/W1.1 DIVERTERS INTO EXISTING ROOFING AT RAKE WALLS WHERE TOWER MEETS SHINGLES (5" UP COMPOSITION SHINGLE ROOFS. REMOVE AND REPLACE IF INSUFFICIENT WALL AND 5" R2 FLASHING EXISTS. INSTALL DIVERTERS AT LOWEST STEP FLASHING PER SHINGLED INTO PLAN. ENSURE ROOFING UNDERLAYMENT EXTENDS 8" MIN. UP WALLS ROOFING) BENEATH STEP FLASHING. ENSURE NEW SIDING SITS 2" MIN. ABOVE TOP OF SHINGLES. ROOF RAKE INSTALL FLASHING WITH DRIP EDGE ALONG ROOF RAKE AND LAP NEW SHEET METAL 07 62 00 SHEETMETAL FLASHING 3/W1.1 R3 SIDING 4" MIN. ALLOW EXISTING ROOF UNDERLAYMENT TO LAP OVER NEW FLASHING WITH 4" WRB. MIN. VERTICAL LEG ROOF FASCIA AT LOCATION OF SCOPE, REPRIME AND PAINT EXISTING FASCIA AT EAVES NA 09 90 00 EXTERIOR PAINTING NA R4 AND RAKES OF COMPOSITION SHINGLE ROOF; MATCH EXISTING COLOR. LOW -SLOPED SINGLE PLY SINGLE PLY ROOFING TO REMAIN. ENSURE ROOFING EXTENDS UP BEYOND N/A NA 4/W1.1, R5 ROOFING REGLET FLASHING AT BASE OF WALL. ENSURE ROOFING EXTENDS UP AND 5/W1.1, 6/W1.1 ROOF OVERTOP OF PARAPET. SINGLE PLY - PARAPET REMOVE AND RESET PARAPET COPING AT SINGLE PLY ROOFS TO ALLOW SAF PER DESIGN 07 27 00 WEATHER RESISTIVE AIR 6/W1.1, 7/W1.1 COPING FOR SIDING AND TRIM REPLACEMENT, ENSURE 10% MIN, SLOPE TOWARDS DOCS; GASKETED BARRIERS; ROOF EXISTS AT TOP OF COPING; INSTALL CEDAR SHIM TO PROVIDE SCREWS; 5/4" FIBER 07 46 46 FIBER CEMENT SIDING; R6 ADDITIONAL NEEDED SLOPE. INSTALL SAF OVER SHIM, EXISTING ROOFING, CEMENT TRIM; 07 62 00 SHEETMETAL FLASHING; AND NEW WRB. REINSTALL USING GASKETED SCREWS. REPLACE EXISTING CEDAR SHIM TRIM. INSTALL NEW SADDLE FLASHING WHERE PARAPET MEETS ENTRY TOWER; INTEGRATE INTO SIDING SINGLE PLY - ROOF EDGE REMOVE AND RESET METAL EDGE AND CONCEALED CLEAT AT SINGLE PLY SAF PER DESIGN 07 27 00 WEATHER RESISTIVE AIR 5/W1.1 ROOF AT TOP OF ENTRY TOWER. REINSTALL USING GASKETED SCREWS. INSTALL NEW KERF CUT FIBER CEMENTTRIM AT METAL EDGE ABOVE DOCS; GASKETED SCREWS; 5/4" FIBER BARRIERS; 07 46 46 FIBER CEMENT SIDING; R7 SIDING. CEMENT TRIM 07 62 00 SHEETMETAL FLASHING; SINGLE PLY - REGLET REGLET FLASHING BETWEEN SINGLE PLY ROOF AND SIDING TO REMAIN. LAP SAF PER DESIGN 07 27 00 WEATHER RESISTIVE AIR 4/W1.1 R8 FLASHING 6" SAF OVER TOP OF EXISTING BASE OF WALL FLASHING. ENSURE NEW DOCS BARRIERS; SIDING LAPS BASE OF WALL FLASHING 2" MIN. 07 62 00 SHEETMETAL FLASHING; SWING DOORS REMOVE AND REPLACE (2) SWING DOORS AT SOUTH ELEVATION EGRESS. FIBER CEMENT 06 20 00 FINISH CARPENTRY; 1/W2.2, INSTALL NEW TRIM ATJAMBS AND HEADERS. DOORS TO RECEIVE NEW TRIM; THERMA-TRU 07 46 46 FIBER CEMENT SIDING; 2/W2.2, METAL PAN. PAINT PER SPECIFICATIONS. SMOOTH STAR 07 62 00 SHEET METAL FLASHING; 3/W2.2, 4/W2.2 FULL-LITE 07 92 00 JOINT SEALANTS; FLUSH -GLAZE AT 08 6100 FIBERGLASS DOOR; EGRESS; F1 THERMA-TRU SMOOTH STAR NO LITE FLUSH -GLAZE FENESTRATION AT MAIN ENTRANCE (WINDOWS AND DOORS) WINDOWS WINDOWS AT MAIN ENTRANCE TO REMAIN. ATTARGETED LOCATION ON ALUMINUM 08 53 13 VINYL WINDOWS AND W2.1; 5/W22, NORTH ELEVATION, REMOVE AND REPLACE (1) WINDOW. MODIFY WINDOW (TO DOORS; 6/W2.2, 7/W2.2 INTERIOR TRIM/SURROUNDS AS NEEDED TO ACCOMMODATE REQUIRED MATCH LIKE KIND) 06 20 00 FINISH CARPENTRY; F2 DETAILING. ENSURE EGRESS OPENINGS ARE ADEQUATE, ENSURE SAFETY 07 46 46 FIBER CEMENT SIDING; GLAZING AT HAZARDOUS LOCATIONS, AND ENSURE GUARDS/LIMITERS ARE 07 62 00 SHEETMETAL FLASHING; INSTALLED WHERE APPLICABLE. CONTRACTOR TO INCLUDE CONTRACTOR 07 92 00 JOINT SEALANTS; SERVICES TO ACCOMMODATE WINDOW TESTING IN PLACE. GENERAL SIDING - FIBER AT TARGETED LOCATIONS PER ELEVATIONS, REMOVE AND REPLACE SIDING, HARDIEPLANK 02 40 00 DEMOLITION AND ELEVATIONS; CEMENT SIDING WRB AND FLASHINGS. INSTALL (1) LAYER NEW GWB SHEATHING BENEATH CEDARMILL 7" LAP MOISTURE DAMAGE; W1.1:W3.2 WRB. INSTALL (2) LAYERS WRB. ENSURE EXISTING WRB TIES INTO NEW SIDING; WRB PER 06 10 00 ROUGH CARPENTRY; ASSEMBLY. PROVIDE ALLOWANCE TO REPLACE/REPAIR EXTERIOR SPECS; DENSGLASS 07 2100 THERMAL INSULATION; W1a SHEATHING, FRAMING, & INSULATION IF DAMAGED. TYPE "X" GWB 07 27 00 WEATHER RESISTIVE AIR BARRIERS; 07 46 46 FIBER CEMENT SIDING; 07 62 00 SHEET METAL FLASHING; 07 92 00 JOINT SEALANTS; EXISTING SIDING - PATCH, PRIME, AND PAINT INVASIVE ALL INVESTIGATION LOCATIONS TO STUCCO ASSEMBLY 07 27 00 WEATHER RESISTIVE AIR ELEVATIONS; STUCCO MATCH SURROUNDING STUCCO TEXTURE AND COLOR. AT TARGETED PER SPECS BARRIERS; 8/W3.2, W1b LOCATION ON NORTH ELEVATION, REMOVE AND REPLACE SIDING, WRB, 09 24 00 STUCCO 9/W3.2, 2/W2.3 AND FLASHINGS. ASSUME 100%SHEATHING REPLACEMENT. SCOPE OF WORK TO BE LIMITED TO STUCCO BETWEEN WINDOW SILL AND BASE OF WALL. ALL OTHER ELEVATIONS OUTSIDE SPECIFIED AREAS TO REMAIN AS IS. INSIDE CORNER TRIM AT INSIDE CORNERS AT TARGETED REPAIR, INSTALL NEW INSIDE CORNER TAMLYN XIC 07 27 00 WEATHER RESISTIVE AIR 2/W3.1, W2 TRIM. ENSURE WRB LAPS 12" MIN. ON EITHER SIDE. BARRIERS; 4/W3.1, 5/W3.1 07 46 46 FIBER CEMENT SIDING; OUTSIDE CORNER TRIM AT TARGETED REPAIR, INSTALL OUTSIDE CORNER TRIM AT OUTSIDE CORNERS. ENSURE WRB LAPS 12" MIN. ON EITHER SIDE. 5/4" X 3 1/2" HARDIE RUSTIC 09 24 00 STUCCO; 07 27 00 WEATHER RESISTIVE AIR 4/W3.1, 5/W3.1 W3 TRIM BARRIERS; WINDOW AND DOOR INSTALL NEW WINDOW AND DOOR TRIM AND HEAD METAL FLASHING AT 5/4" X 3 1/2" 07 46 46 FIBER CEMENT SIDING 1/W2.2, 2/W2.2 TRIM ALL WINDOWS AND DOORS WITHIN LOCATION OF TARGETED REPAIRS HARDIE RUSTIC W4 (INCLUDING SURROUNDING NEW WINDOW AT NORTH ELEVATION) TRIM AT HEAD AND JAMBS BASE OF WALL ADD BASE OF WALL FLASHING AT TARGETED REPAIR. SEE DETAILS FOR PER SPECS AND 07 62 00 SHEET METAL FLASHING; 7/W3.1, 8/W3.1 W5 VARIOUS CONFIGURATIONS. DETAILS 07 92 00 JOINT SEALANTS; WALLS TOP OF WALL INSTALL TOP OF WALL TRIM WHERE SIDING MEETS SOFFITS. WHERE SIDING 5/4" FIBER CEMENT 07 46 46 FIBER CEMENT SIDING; 1/W3.2 MEETS ROOF, REMOVE AND RESET ROOF EDGE OR PARAPET COPING TO TRIM; PER SPECS 07 62 00 SHEET METAL FLASHING; W7 ALLOW FOR SIDING INSTALLATION. REPLACE ALL TRIM AT TARGETED AND DETAILS 07 92 00 JOINT SEALANTS; REPAIR. SOFFITS AT TARGETED REPAIR, REPLACE SOFFIT MATERIAL. INSTALL NEW 2" HARDIESOFFIT; 2" 07 62 00 SHEET METAL FLASHING; 1/W3.2; 2/W3.2 W8 CONTINUOUS STRIP VENTS AT ENDS OF RAFTERS/TRUSSES. CONTINUOUS 07 92 00 JOINT SEALANTS; METAL STRIP VENT 09 29 00 GYPSUM BOARD BELLY BAND AT TARGETED REPAIR, INSTALL NEW BELLY BANDS; MATCH EXISTING 5/4" X 11.25" FIBER 07 46 46 FIBER CEMENT SIDING; 3/W3.2 LOCATIONS AND DIMENSIONS. INSTALL FLASHING AT TOP AND BOTTOM OF CEMENT TRIM 07 62 00 SHEET METAL FLASHING W9 EACH BELLY BAND PENETRATIONS IN SIDING CONTRACTOR TO DETACH AND RESET ALL ELECTRICAL OUTLETS, SWITCHES, PER SPECS AND 07 62 00 SHEETMETAL FLASHING; 6/W3.2, 7/W3.2 BOXES, SATELLITE DISHES, PHONE/CABLE WIRING AND OTHER DEVICES DETAILS 08 90 00 LOUVERS AND VENTS W10 NECESSARY TO COMPLETE THE SIDING WORK. SERVICES NO LONGER IN USE SHALL BE PERMANENTLY REMOVED RATHER THAN RESET. MAILBOXES DETACH AND RESET TO COMPLETE SIDING WORK. INSTALL NEW HEMMED PER SPECS AND 07 62 00 SHEET METAL FLASHING; 4/W3.2, 5/W3.2 EDGE FLASHING AT HEAD AND INSTALL BACKER ROD AND SEALANT AT DETAILS; 3/8" 07 92 00 JOINT SEALANTS; W11 JAMBS AND SILL. CLOSED CELL BACKER ROD & SEALANT; ELECTRONIC ENTRY DETACH AND RESETTO COMPLETE SIDING WORK. INSTALL NEW HEMMED PER SPECS AND 07 62 00 SHEET METAL FLASHING; 4/W3.2, 5/W3.2 SYSTEM EDGE FLASHING AT HEAD AND INSTALL BACKER ROD AND SEALANT AT DETAILS; 3/8" 07 92 00 JOINT SEALANTS; W12 JAMBS AND SILL. CLOSED CELL BACKER ROD & SEALANT; BRICK PLANTER AT BRICK PLANTER, CUT BACK EXISTING STUCCO ASSEMBLY TO TOP AND PER SPECS AND 07 62 00 SHEET METAL FLASHING; 6/W3.1, 9/W3.1 W13 SIDES OF PLANTER. SURROUND PLANTER WITH NEW KERF CUT, AND DETAILS 07 92 00 JOINT SEALANTS; INSTALL NEW BONDERIZED FLASHING SET IN SEALANT INTO KERF. SCOPE OF WORK AND COMPONENT REPLACEMENT SCHEDULE - EMERALD CREST NA NOT INCLUDED IN SCOPE OF WORK NA NA NA STRUCTURAL NA NA NOT INCLUDED IN SCOPE OF WORK NA NA NA CRAWLSPACE AND BELOW NA GRADE PAINT NEW SIDING AND TRIM TO BE PRE -PRIMED. PRIME AND PAINT ALL CUT SEE SPECS 09 90 00 EXTERIOR PAINTING NA ENDS OF NEW SIDING AND TRIM. PAINT NEW SIDING, TRIM, SOFFIT, AND NA METAL FLASHINGS. PAINT STUCCO AT INVESTIGATION LOCATIONS TO MATCH EXISTING. GUTTERS & REMOVE AND REPLACE ALL GUTTERS AND DOWNSPOUTS AFFECTED BY GUTTERS/DOWNSP 07 62 00 SHEET METAL FLASHING; NA MISCELLANEOUS NA DOWNSPOUTS SCOPE OF REPAIR; ATTACH TO EXISTING TIGHT LINE. ENSURE ALL OUTS TO MATCH DOWNSPOUT PIECES ARE TIGHT AND SECURE. EXISTING ELECTRICAL FIXTURES REMOVE, CLEAN, AND RESET EXTERIOR ELECTRICAL LIGHT FIXTURES IN NA NA NA TARGETED REPAIR. AT SOFFIT ABOVE SOUTH ELEVATION ENTRANCE, NA REMOVE EXISTING LIGHT FIXTURES. INSTALL NEW CAN LIGHTING TO MATCH EX. BRIGHTNESS Copyright © 2020 All rights reserved. J2 Building Consultants, Inc. 8425 44th Ave W Mukilteo, WA 98275 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com The undersigned has provided building enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090 EXPIRES: 3 21 2022 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. Revisions: Date RECEIVED Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Title: MERALD CRES TARGETED REPAIR 505 PINE ST EDMONDS, WA 98020 Sheet Title: SCOPE OF WORK SCHEDULE Scale: As Noted PERMIT SET Drawn By: NKC Checked By: MAC Issue Date: Sheet Number: 04/29/21 Job #: AO ■ 2 0301300 WALL, DECK, & ROOF TYPES TAG TYPE ASSEMBLY DESCRIPTION NOTES 16" lit • EXISTING INTERIOR GWB • EXISTING 2X FRAMING AND INSULATION • FIRE ASSEMBLY IS 1 HR. • EXISTING PLYWOOD SHEATHING • NEW TYPE X DENSGLASS GWB W1 NEW LAP SIDING • NEW DRAINABLE WRB PER DESIGN DOCS • NEW FIBER CEMENT LAP SIDING ------------------------- 16" • EXISTING INTERIOR GWB • EXISTING 2X FRAMING AND INSULATION FIRE ASSEMBLY IS 1 HR. • EXISTING PLYWOOD SHEATHING • EXISTING WRB W2 EXISTING STUCCO SIDING • EXISTING METAL LATH • EXISTING BROWN COAT • EXISTING SCRATCH COAT ------------------------ • EXISTING FINISH COAT • EXISTING COMPOSITION SHINGLES • EXISTING ROOFING UNDERLAYMENT EXISTING SHEATHING ' �� • EXISTING RAFTERS R2 EXISTING ROOF: ASPHALT SHINGLE '' ` • EXISTING BATT INSULATION EXISTING INTERIOR GWB • EXISTING SINGLE PLY MEMBRANE • EXISTING SHEATHING • EXISTING WOOD FRAMING • AIR SPACE ER3 EXISTING ROOF: SINGLE PLY • EXISTING INSULATION EXISTING (2) LAYERS 1/2" GYP. BD. **WINDOW SAFETY REQUIREMENTS 1) SAFETY GLAZING: SAFETY GLAZING REQUIRED AT THE FOLLOWING HAZARDOUS LOCATIONS: A. GLAZING IN DOORS FIXED, OPERABLE, SLIDING, SWINGING, ETC. B. GLAZING ADJACENT TO DOORS GLAZING IN AN INDIVIDUAL FIXED PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. C. GLAZING IN WINDOWS WHERE THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GRATER THAN 9SF. OR, WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE THE FLOOR. OR, WHERE THE TOP EDGE OF GLAZING IS LESS THAN 36" ABOVE THE FLOOR. OR WHERE A WALKING SURFACE IS WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING (SEE STAIRS AND LANDINGS). D. GLAZING ADJACENT TO STAIRS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE PLANE OF HTE ADJACENT WALKING SURFACE OF THE STAIRWAY OR LANDING BETWEEN FLIGHTS OF STAIRS. E. GLAZING ADJACENT TO BOTTOM STAIR LANDING WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AT THE BOTTOM OF THE STAIRS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD. 1) GUARDS: ONE OF THE FOLLOWING CRITERIA MUST BE MET AT ALL WINDOWS LOCATIONS WHERE THE OPENING PORTION OF THE WINDOW SILL IS HIGHER THAN 72" ABOVE FINISHED GRADE: A. THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 36" ABOVE THE FINISHED FLOOR. B. PROVIDE A WINDOW FALL PROTECTION DEVICE IN COMPLIANCE WITH ASTM F 2006. C. PROVIDE A WINDOW THAT IS NOT ABLE TO OPEN TO ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH. THIS MAY REQUIRE INSTALLATION OF A WINDOW OPENING CONTROL DEVICE, IN WHICH CASE SUCH DEVICE SHALL COMPLY WITH ASTM F 2090. 3) EMERGENCY ESCAPE AND RESCUE: ALL SLEEPING ROOMS SHALL HAVE A WINDOW OR DOOR THAT OPENS INTO A PUBLIC WAY, YARD OR COURT THAT IS CAPABLE OF THE FOLLOWING: A. MINIMUM OPENING SIZE TO BE 5.7SF. OPENING SIZE CAN BE REDUCED TO 5.OSF AT GRADE FLOOR LOCATIONS. B. MINIMUM CLEAR NET OPENING HEIGHT TO BE 24" AND MINIMUM CLEAR NET OPENING WIDTH TO BE 20". C. MAXIMUM HEIGHT FROM FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING TO BE 44". D. IF THERE ARE OPENING RESTRAINTS ON THE WINDOWS, THEY SHALL BE ABLE TO BE REMOVED WITHOUT THE USE OF KEYS, TOOLS, OR FORCE GRATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE WINDOW ITSELF. E. WINDOW WELLS SHALL BE PROVIDED AT ALL LOCATIONS WHERE THE WINDOW SILL IS BELOW EXTERIOR GRADE. WINDOW WELLS SHALL HAVE AN AREA AT LEAST 9SF WHICH SHALL INCLUDE A LENGTH AND WIDTH OF AT LEAST 36". THE WINDOW WELL SHALL ALLOW THE WINDOW TO FULLY OPEN. IF THE WINDOW WELL IS MORE THAN 44" DEEP, IT SHALL HAVE A PERMANENTLY ATTACHED LATTER OR STEPS. LADDERS SHALL HAVE RUNGS WITH AN INSIDE WIDTH OF AT LEAST 12", SHALL PROJECT AT LEAST 3" FROM THE WALL AND RUNG SPACING SHALL BE NO MORE THAN 18". LADDERS OR STEPS SHALL NOT ENCROACH ON THE WINDOW WELL AREA MORE THAN 6". F. EXEMPTION PER 2015 IBC 406.3 REPLACEMENT WINDOW EMERGENCY ESCAPE AND RESCUE OPENINGS. WHERE WINDOWS ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE AND RESCUE OPENINGS IN GROUP R-2 AND R-3 OCCUPANCIES, REPLACEMENT WINDOWS SHALL BE EXEMPT FROM THE REQUIREMENTS OF GLASS SECTIONS 1030.2 1030.3 AND 1030.5 PROVIDED THE REPLACEMENT WINDOW MEETS THE FOLLOWING CONDITIONS: 1. THE REPLACEMENT WINDOW WINDOW IS THE MANUFACTURER'S LARGEST STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH OPENING. THE REPLACEMENT WINDOW SHALL BE PERMITTED TO BE OF THE SAME OPERATING STYLE AS REQUIRED THE EXISTING WINDOW OR A STYLE THAT PROVIDES FOR NEW INSTALLATIONS. AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING WINDOW. 2. THE REPLACEMENT OF THE WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. J Copyright © 2020 All rights reserved. J2 Building Consultants, Inc. 8425 44th Ave W Mukilteo, WA 98275 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com The undersigned has provided building enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090 EXPIRES: 3 21 2022 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. Revisions: Date RECEIVED Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Title: MERALD CRES TARGETED REPAIR 505 PINE ST EDMONDS, WA 98020 Sheet Title: WALL/DECK/ROOF TYPES Scale: As Noted PERMIT SET Drawn By: NKC Checked By: MAC Issue Date: 04/29/21 Sheet Number: A0.3 Job #: 0301300 120'-0" EX. CONC. SIDEWALK PINE STREET SITE PLAN SCALE: 1" = 10'-0" I A2.1 / I / \ I EX. DRIVEWAY _ _ \ / I I I 1 I A2.1 I I EX. 10-UNIT CONDOMINIUM PROPERTY LINE SCOPE OF TARGETED REPAIR J? I Now Copyright © 2020 All rights reserved. J2 Building Consultants, Inc. 8425 44th Ave W Mukilteo, WA 98275 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com The undersigned has provided building enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090 EXPIRES: 3 21 2022 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. Revisions: #\I Date RECEIVED Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Title: MERALD CREST TARGETED REPAIR 505 PINE ST EDMONDS, WA 98020 Sheet Title SITE PLAN Scale: As Noted PERMIT SET Drawn By: NKC Checked By: MAC Issue Date: Sheet Number: 04/29/21 AO.4 Job #: 0301300 SCOPE OF TARG TYP. EAST ELEVATION SCALE: NTS SOUTH ELEVATION SCALE: NTS DPE OF RGETED 'AIR KEY WALL / DECK / ROOF TYPE. SEE SHEET A0.3 D1 = KEY NOTES. SEE SHEET A0.2 NOTE: DRAWINGS ARE FOR DIAGRAMATIC PURPOSES. CONTRACTOR TO VERIFY ALL DIMENSIONS, WINDOW AND DOOR TYPES/OPERATION AND LOCATIONS AND OTHER EXISTING CONDITIONS UNLESS OTHERWISE INDICATED, WEST AND NORTH ELEVATIONS NOT INCLUDED IN SCOPE. Copyright © 2020 All rights reserved. J2 Building Consultants, Inc. 8425 44th Ave W Mukilteo, WA 98275 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com The undersigned has provided building enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090 E PAd of WAs� f��O A 39655 GISTERE9 IONAT. E��1 EXPIRES: 3 21 2022 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. Revisions: Date RECEIVED Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Title: MERALD CRES TARGETED REPAIR 505 PINE ST EDMONDS, WA 98020 Sheet Title: ELEVATIONS Scale: As Noted PERMIT SET Drawn By: NKC Checked By: MAC Issue Date: Sheet Number: 04/29/21 Job #: A2.1 0301300 NORTH ELEVATION SCALE: NTS WEST ELEVATION - FOR REFERENCE ONLY (NOT IN SCOPE SCALE: NTS SCOPE OF TARGETED REPAIR ENTRANCE TOWER - NORTHWEST ELEVATION SCALE: NTS KEY D� = WALL / DECK / ROOF TYPE. SEE SHEET A0.3 D1 = KEY NOTES. SEE SHEET A0.2 NOTE: DRAWINGS ARE FOR DIAGRAMATIC PURPOSES. CONTRACTOR TO VERIFY ALL DIMENSIONS, WINDOW AND DOOR TYPES/OPERATION AND LOCATIONS AND OTHER EXISTING CONDITIONS UNLESS OTHERWISE INDICATED, WEST AND NORTH ELEVATIONS NOT INCLUDED IN SCOPE. Copyright © 2020 All rights reserved. J2 Building Consultants, Inc. 8425 44th Ave W Mukilteo, WA 98275 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com The undersigned has provided building enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090 EXPIRES: 3 21 2022 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. Revisions: Date RECEIVED Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Title: MERALD CRIES TARGETED REPAIR 505 PINE ST EDMONDS, WA 98020 Sheet Title: ELEVATIONS Scale: As Noted PERMIT SET Drawn By: NKC Checked By: MAC Issue Date: 04/29/21 Sheet Number: A2.2 Job #: 0301300 GENERAL STRUCTURAL NOTES (NEW WORK): INTENT: GUIDELINES FOR REPAIR OF DAMAGED SHEATHING AND FRAMING AT TARGETED LOCATIONS PER ELEVATIONS. CODE: 2018 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS LOADS: FLOOR DEAD: 15 PSF SNOW: 25 PSF ROOF SNOW LOAD FLOOR LIVE: 100 PSF CORRIDORS AND EXITS SEISMIC: NA WIND: WORST CASE COMPONENT AND CLADDING +16PSF / -26PSF ALLOWABLE SOIL BEARING: 1,500 PSF (TYP.) WOOD: 1. ALL NAILS MAY BE COMMON NAILS EXCEPT AS NOTED. USE HOT DIPPED GALVANIZED NAILS INTO ALL PRESSURE TREATED LUMBER AND EXPOSED LOCATIONS. 2. ALL NAILING TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE TABLE 2304.9.7 UNLESS NOTED OTHERWISE. 3. ALL JOIST HANGERS AND FRAMING HARDWARE SHALL BE SIMPSON "STRONG TIE" OR APPROVED EQUAL .WHERE CONNECTION IS NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURERS RECOMMENDATION. USE STAINLESS STEEL OR ZMAX AT ALL EXPOSED LOCATIONS. 4. LUMBER: -ALL SOLID SAWN LUMBER GRADES TO BE DFL#2 OR BETTER -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. -PRESSURE TREATED LUMBER TO BE HEMFIR #2 OR BETTER. -ALL GLULLAM BEAMS TO BE 24F-V4 DF UNLESS NOTED OTHERWISE. -ALL LVL LUMBER SHALL BE 1.9E WS MICROLLAM LVL OR EQUIVALENT. -ALL PSL LUMBER SHALL BE 2.0E WS PARALLAM PSL OR EQUIVALENT. 5. DRILL BOLT HOLES 1/16 INCH OVERSIZED. LEAD HOLES FOR LAG SCREWS TO BE %6" UNDERSIZED. USE STANDARD CUT WASHERS ON ALL BOLTS AND LAG SCREWS. 6. MAXIMUM MOISTURE CONTENT OF WOOD TO BE 19%. 7. DOUBLE TOP PLATES ON EXTERIOR AND BEARING PARTITIONS SHALL LAP 48" MIN. AT SPLICES AND HAVE (12) 16d MIN. AT SPLICES EXCEPT AS NOTED. 8. PROVIDE SOLID BLOCKING BETWEEN JOISTS/RAFTERS OVER SUPPORTS. 9. ROOF SHEATHING: USE 5/8" EXPOSURE 1, C-D (APA 24/0) PLYWOOD, OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERS AND END JOINTS STAGGERED. USE 8d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.0 IN THE FIELD UNLESS OTHERWISE NOTED. 10. FLOOR SHEATHING: USE 3/4" C-D (APA 32/16) PLYWOOD OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERS AND END JOINTS STAGGERED. USE 10d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD UNLESS OTHERWISE NOTED. 11. WALL SHEATHING: USE 7/16" EXPOSURE 1, C-D (APA 24/0) PLYWOOD, OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO TOP AND BOTTOM PLATES AND PANEL EDGES TO BE FULLY BLOCKED. USE 8d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.0 IN THE FIELD UNLESS OTHERWISE NOTED. 12. ROOF, FLOOR AND WALL SHEATHING SHALL HAVE A $" GAP AT PANEL EDGES, OR AS OTHERWISE RECOMMENDED BY THE AMERICAN PLYWOOD ASSOCIATION, TO ALLOW FOR EXPANSION AND CONTRACTION. 13. PRESERVATIVE TREATED WOOD: ALL WOOD IN CONTACT WITH CONCRETE, EXPOSED TO WEATHER, SOIL, WATER OR INTERIOR HIGH MOISTURE CONDITIONS SHALL BE PRESERVATIVE TREATED OR SHALL BE OF NATURALLY DURABLE SPECIES. PRESERVATIVE TREATMENT SHALL MEET THE REQUIREMENTS OF AWPA FOR THE APPLICABLE USE CATEGORIES. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE PRESERVATIVE TREATED WOOD IS RATED FOR THE USE REQUIREMENTS FOR EACH APPLICATION DESCRIBED AS FOLLOWS: • UC1: INTERIOR USE AND INSECT PROTECTION ONLY • UC2: INTERIOR DAMP CONDITIONS • UC3A: EXTERIOR USE, NO GROUND CONTACT AND PROTECTED FROM WEATHER • UC3B: EXTERIOR USE, NO GROUND CONTACT BUT EXPOSED TO WEATHER • UC4A: GROUND AND/OR FRESH WATER CONTACT • UC4B: HEAVY DUTY GROUND AND/OR FRESH WATER CONTACT • UC5A: BRACKISH OR SALT WATER EXPOSURE CONCRETE 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED. (SEE ACI) 2. THE PROPOSED MIX DESIGN AND MATERIALS SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNERS TESTING LABORATORY. RESPONSIBILITY FOR ACHIEVING THE REQUIRED STRENGTH IS THE CONTRACTORS. 3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AFTER 28 DAYS: 3,000 PSI FOR SLABS ON GRADE, FOOTINGS AND WALLS. 4,000 PSI FOR BEAMS AND FIRST FLOOR SLAB. 5,000 PSI FOR COLUMNS. SCHEDULE OF WORK MAY REQUIRE DESIGN STRENGTH IN SHORTER PERIOD OF TIME (LESS THAN 28 DAYS). 4. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C-150 TYPE 1 OR TYPE 2 LOW AKALI, TYPICAL UNLESS NOTED OTHERWISE. 5. AGGREGATE FOR HARD ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENT SAND TESTS OF A.S.T.M C-33. 6. MAXIMUM SLUMP SHALL BE FOUR INCHES UNLESS OTHERWISE NOTED. 7. ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR -ENTRAINED PER ACI 4.2. 8. DIMENSIONS SHOWN OR NOT SHOWN ON PLANS REGARDING CURBS, OPENINGS, SLOPES AND DEPRESSED AREAS AT CONCRETE SLAB AND WALLS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS BEFORE PLACING CONCRETE. METALS: 1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 2. STEEL BEAMS AND ALL MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, Fy=36 KSI, UNLESS NOTED OTHERWISE. 3. TUBES TO BE ASTM A500 - GRADE B, Fy=48 KSI; PIPES ASTM A53 GRADE B, Fy=48 KSI. 4. BOLTS TO BE ASTM A307, UNLESS NOTED OTHERWISE. 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE WITH AWS STANDARDS. 6. ALL STEEL TO HAVE A SHOP COAT. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVINIZED UNLESS OTHERWISE NOTED. 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO FABRICATION. 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONNECTIONS. 9. ALL ADHESIVE ANCHORS TO BE ASTM A36 STEEL THREADED ROD W/ SIMPSON "SET" OR "ET" EPDXY ADHESIVE OR EQUIVALENT INSTALLED ACCORDING TO MANUFACTURES SPECIFICATIONS. GENERAL 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING OF THE LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH A/E. 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 6. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. EX. STUD SISTER NEW 2x6 ONE SIDE (2) ROWS 16d NAILS. (8) NAILS TOTAL MIN CUT OUT DECAYED AREA AND TREAT. ADD BLOCK (OPTIONAL) CONDITION "A" WALL STUD REPAIR SCALE NTS STRUCTURAL REMEDIATION GUIDELINES: GENERAL: THE FOLLOWING ARE GUIDELINES TO REPAIR DAMAGED STRUCTURAL AND NON STRUCTURAL FRAMING AND SHEATHING. REFER TO THE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION ON MINIMUM MATERIAL REQUIREMENTS FOR REPLACED MATERIALS. ALL WOOD DECAY IS TO BE REMOVED FROM EVERY PART OF THE STRUCTURE. ALL FRAMING THAT HAS HAD DECAY REMOVED, HAS BEEN EXPOSED TO MOISTURE OR IS ADJACENT TO A DECAYED MEMBER IS TO BE TREATED WITH TWO COATS OF AN APPROVED FUNGICIDE (BOR-A-CARE) IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. ALL NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED. IN THE EVENT THAT STRUCTURAL FRAMING IS REPLACED, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR TEMPORARY SHORING OR SHALL NOTIFY A/E THAT SHORING RECOMMENDATIONS ARE NEEDED. WOOD FRAMING: FOR SOLID SAWN LUMBER, IF WOOD DECAY IS LIMITED TO 1/2" DEEP AND IS NOT LOCATED WHERE THE MEMBER IS BEARING ON ANOTHER MEMBER, IT CAN BE REMOVED, TREATED AND THE WOOD MEMBER CAN REMAIN. IF WOOD DECAY IS DEEPER THAN 1/2" DEEP, OR IF DECAY EXISTS WHERE THE MEMBER BEARS ON ANOTHER MEMBER, THE WOOD MEMBER SHALL BE REPLACED WITH IN KIND, REPAIRED AS SHOWN ON DETAILS THIS PAGE OR SHALL BE EVALUATED BY A/E ON A CASE BY CASE BASIS. ALL REPLACED FRAMING AND HARDWARE SHALL BE SIMPSON STRONG -TIE OR EQ. AND INSTALLED IN ACCORDANCE WITH THE ORIGINAL CONSTRUCTION DOCUMENTS, THESE REMEDIATION DOCUMENTS, 2009 IBC REQUIREMENTS OR WHICHEVER IS MORE STRINGENT. USE STAINLESS STEEL OR ZMAX HARDWARE AT ALL EXPOSED LOCATIONS. DECAYED STUDS SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH DETAIL 1 BELOW. DECAYED KING STUDS, HOLDDOWN POSTS AND BEAMS SHALL BE EVALUATED BY A/E ON A CASE BY CASE BASIS. FOR NON -SHEAR WALLS, DECAYED BOTTOM PLATES/SILL SHALL BE REPLACED WITH P.T. LUMBER AND ATTACHED AS NOTED IN THE ANCHOR BOLT SECTION. SHEATHING: CONTACT ENGINEER IF LARGE AREAS OF SIGNIFICANT SHEATHING DAMAGE EXISTS TO SHEAR WALLS OR HORIZONTAL DIAPHRAMS. FOR NON SHEAR WALLS OR SMALL ISOLATED AREAS OF DECAYED WALL, FLOOR OR ROOF SHEATHING; REPLACED WITH IN KIND. FASTENING SHALL BE THE SAME AS EXISTING AND NOT LESS THAN THE MINIMUMS SHOWN BELOW. PANEL EDGES SHALL BE BLOCKED W/ 2x4 FLAT BLOCKING. REFER TO DETAIL 2 BELOW. MINIMUM FASTENING REQUIREMENTS ARE AS FOLLOWS: 2" PAPER FACED GYPSUM WALL BOARD: 5d COOLER OR WALLBOARD @ 7" O.C. TYP. PAPER FACED GYPSUM WALL BOARD: 6d COOLER OR WALLBOARD @ 7" O.C. TYP. FIBERGLASS FACED GYPSUM WALL BOARD: 11-GAUGE BY 1-3/4" MIN. GALV. ROOFING NAILS (�/16" HEAD) @ 8" O.C. %" (OR %6") APA RATED STRUCTURAL PANEL: 8d COMMON OR GALV. BOX @ 6" O.C. PANEL EDGES AND 12" FIELD. ANCHOR BOLTS: CONTACT ENGINEER IF SIGNIFICANT REPAIRS TO MUDSILLS OR ANCHOR BOLTS ARE REQUIRED. MINIMUM REQUIREMENTS TO BE %2" DIAMETER @ 6' O.C.. FOR RETRO-FIT ANCHORS, USE MECHANICALLY GALVANIZED %"x6-112" SIMPSON TITEN ANCHORS WITH .229"x3"x3" PLATE WASHERS. STEEL CONNECTOR INSPECTION AND REMEDIATION 1. INSPECT STEEL CONNECTOR FOR DAMAGE 2. IF DAMAGED (CRACKED, FRACTURED ETC...) REMOVE AND REPLACE IN KIND 3. IF STEEL IS IN CONTACT WITH INCOMPATIBLE SURFACE (STEEL TO PT WOOD) REMOVE AND REPLACE STEEL CONNECTOR WITH PROTECTED STEEL CONNECTOR COMPATIBLE WITH SURFACE. 4. IF STEEL SHOWS SURFACE DAMAGE (RUST, DISCOLORATION), BUT OVERALL APPEARS COMPETENT GRIND ALL SURFACE DAMAGE OFF AND TEST THE STEEL CONNECTOR WITH ULTRASONIC THICKNESS GUAGE. a. IF MORE THAN 95% OF THICKNESS OF CONNECTOR REMAINS CLEAN ALL SURFACE DAMAGE AND SPRAY WITH GALVANIZING PAINT OR OTHER PROTECTIVE COATING THAT IS APPROPRIATE TO THE SURROUNDING SURFACES.\ b. IF LESS THAN 95% OF THE THICKNESS REMAINS REMOVE AND REPLACE CONNECTOR WITH AN APPROPRIATE SURFACE. z z • N N i WE 3 1/2'L� Ie* 2" MAX. EX. STUD SISTER NEW 2x6 BOTH SIDES (2) ROWS 16d NAILS.. (8) NAILS TOTAL MIN. CUT OUT DECAYED AREA, TREAT AND ADD BLOCK. CONDITION "B" 0 4" 8" 1' 18" 1 0 0 1 ti EDGE NAIL BOTH SIDES ALL IF EX. SHEAR WALL NAILING IS CLOSER THAN 3" AROUND. NAIL SIZE AND SPACING, MEMBER AT ADJOINING PANELS SHALL BE A 3x SPACING TO MATCH EX. MATERIAL, 2x FLAT OR ADD 2x NAILED TO STUD W/ 16d @ CONSTRUCTION DOCUMENT 3" O.C., SPLICE PANEL BETWEEN BLOCK AND STUD AND SPECIFICATIONS. EDGE NAIL EACH PANEL TO DIFFERENT MEMBER. OK FOR PANEL BUTT JOINT TO BE NAILED TO SINGLE 2X IF FASTENER SPACING IS 3" OR MORE. SHEATHING REPAIR SCALE: NTS EX. WALL FRAMING • �� 2x FLAT BLOCKING EX. AB. OR ADD NEW AB PER ENGINEERS RECOMMENDATIONS ADD NEW PANEL W/ SAME THICKNESS AND RATING AS EXISTING PANELS. INSTALL PANELS HORIZONTALLY IF H=4' OR LESS AND VERTICALLY IF H>4'. PERIMETER OF CUT-OUT SHEAR PANEL P.T. SILL W/ CAPILLARY BREAK BETWEEN SILL AND CONCRETE 0 4" 8" 1' 18" J21 717 Copyright© 2020 All rights reserved. J2 Building Consultants, Inc. 8425 44th Ave W Mukilteo, WA 98275 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com The undersigned has provided building enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090 P WA , ^ 0.0 CQ, 39655 4 Ohl �EGISTE'9 �SSIONet. EXPIRES: 3 21 2022 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. Revisions: Date I Descrioti RECEIVED Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Title: MERALD CRES TARGETED REPAIR 505 PINE ST EDMONDS, WA 98020 Sheet Title: STRUCTURAL NOTES Scale: As Noted PERMIT SET Drawn By: NKC Checked By: MAC Issue Date: Sheet Number: 04/29/21 S0.1 Job #: 0301300 NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING i SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X z GWB NOT TO BE INSTALLED AT NORTH ELEVATION GWB NOT TO BE INSTALLED AT NORTH ELEVATION 2" MIN SPACE FROM ROOF EX. INSULATION & FRAMING 7 1 7 l J? TOP TO SIDING MATERIAL TYP. EX. SHEATHING ROOFING PER DESIGN DOCS 7 1 7 1 SIDING PER DESIGN DOCS UNDERLAYMENT PER DESIGN DOCS NEW OR EX. STEP FLASHING INTERWOVEN W/ WRB FIELD LAYER LAPS STEP FLASHING; APPLY Copyright © 2020 All rights reserved. SHINGLES I SEALANT BETWEEN WRB & SAF 4" J2 Building Consultants, Inc. ROOFING AND UNDERLAYMENT PER DESIGN DOCS, UNDERLAYMENT TO ROLL UP WALL 8" I SAF TO LAP UNDERLAYMENT ND STEP FLASHING 8425 44th Ave W _ z I Mukilteo, WA 98275 (2) LAYERS WEATHER RESISTIVE BARRIER N Tel 425.774.5600 ' I OVER FLASHING W/ 2" MIN. LAP I Fax 425.774.5661 www.J2Consultants.com I ' SEALANT BETWEEN WRB AND ROOFING UNDERLAYMENT FLASHING W/ DRIP EDGE WALL SHEATHING PER DESIGN DOCS �l I The undersigned has provided building I I I enclosure documents that in my professional � EX. SHEATHING, TYP. judgement are appropriate to satisfy the I requirements of RCW 64.55.005 through PUNCH -LOCKED AND SEALED KICK OUT DIVERTER I 64.55.090 FLASHING INSERT UNDER NEW WRB ABOVE AND I �I EX. OR NEW STEP FLASHING SHINGLED INTO ROOFING FASCIA TRIM PER DESIGN DOCS OVER NEW WRB BELOW EX. ROOFING 3/8" WEEP TYP AT BASE I z� P A� ✓� L' METAL TUCKED UNDER EAVE FLASHING AND SHINGLED EX. ROOFING UNDERLAYMENT; ENSURE I o F WA s� INTO SAF AT WALL UNDERLAYMENT EXTENDS UP WALL 8" MIN. N ,��'�� 12" SAF BEHIND DIVERTER FLASHING INSTALLED IN SHINGLE FASHION W/ WRB. BEND SAF OUT AROUND FASCIA AND 1/4" MIN. GAP FOR VENTING COVER W/ "L" METAL>< I 1 PRE -FINISHED METAL FLASHING W/ HEMMED EDGE 39655 I_ e'c I WRB CONTINUOUS BEHIND FASCIA & SLOPED HORIZONTAL LEG I oy,�SEGISTER��l��� SIGNAL E� EX. ROOF SHEATHING EX. FRAMING SIDING NOT SHOWN FOR CLARITY; ENSURE EXPIRES: 3 21 2022 2" MIN. EXISTS BETWEEN STUCCO WEEP WRB PER DESIGN DOCS SCREED AND TOP OF SHINGLES EX. INSULATION & FRAMING SIDING PER DESIGN DOCS 1 W1.1 / ROOF DIVERTER FLASHING - COMP ROOF W/ TYPICAL SIDING ID: 5 2 W1.1 / RAKE WALL BASE TRIM - COMP ROOF/LAP SIDING NO RS � � 3 / W1.1 ROOF RAKE NO OVERHANG - COMP ROOF TYPICAL SIDING NOTES: SCALE: NTS ALE: N SCALE: NTS ALE: SCALE: NTS 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF NEW TYPE X GWB NOT SHOWN, NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SIZING AND QUANTITIES OF ALL TO BE INSTALLED ATOP EXISTING SIDING PER DESIGN DOCS I SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X COMPONENTS. SHEATHING AT LOCATIONS OF I GWB NOT TO BE INSTALLED AT NORTH ELEVATION GWB NOT TO BE INSTALLED AT NORTH ELEVATION TARGETED REPAIR. NEW TYPE X 2. MOCK UP REVIEW OF ALL GWB NOT TO BE INSTALLED AT WRB PER DESIGN DOCS; APPLY SEALANT I EXTERIOR ASSEMBLIES BETWEEN WRB &SAF NORTH ELEVATION EX. INSULATION &FRAMING CEDAR SHIM TO PROVIDE SLOPE TOWARD ROOF REQUIRED BEFORE INSTALLATION. 3. DRAWINGS ARE DIAGRAMMATIC II EX. SHEATHING NEW 24 GA. PRE FINISHED EDGE METAL HIGH TEMP SAF MEMBRANE TO LAP OVER WRB AND #12x2" GASKETED CEDAR SHIM TO PROVIDE SLOPE ONLY AND ARE NOT TO BE USED FLASHING WITH COMPRESSION FIT. HEMMED EDGE FLASHING SCREWS @ 24" O.C. FOR TAKE OFF QUANTITIES. COLOR AND PROFILE TO MATCH EXISTING 6" MIN. SAF TO LAP BASE OF WALL FLASHING WATER BLOCK BETWEEN FIBER CEMENT TRIM PER DESIGN DOCS MIN.10% SLOP HIGH TEMP SAF LAPPED OVER WRB BELOW BASE OF WALL FLASHING FASTENED TO FRAMING BEHIND WRB EX. MEMBRANE EDGE METAL 5/4X TREATED WOOD NAILER EXISTING SINGLE PLY MEMBRANE _ EX. BASE OF WALL COUNTER FLASHING z EX. CANT STRIP I i 26 GA. MIN. PRE FINISHED SHEET METAL PARAPET COPING W/ HEMMED � CD z M I DRIP EDGE. HOOK TO CONCEALED CLIP AT FACE AND THROUGH -FASTEN EX. TERM. BAR AND WATER BLOCK PER ROOF MANUFACTURER I Q N BACK W/ #12x3" GASKETED SCREW @ 24" O/C MAX. w EDGE. 24 GA. MIN CONCEALED CLEAT; FASTEN EDGE I I `14 TS EX. ROOF STRUCTURE METAL W/ #12x3" GASKETED SCREWS @ 24" O.C. EX. SINGLE PLY I Sc Revisions: MEMBRANE I 2 I 3/8" WEEP TYP AT BASE EX. ROOF MEMBRANE FULLY ADHERED TO WALL co # Date Description EX. SINGLE PLY ROOFING TU I I I I SIDING PER DESIGN DOCS PRE -FINISHED METAL FLASHING W/ HEMMED EDGE & SLOPED HORIZONTAL LEG Sk I 1/4" MIN. GAP FOR VENTING EX. SHEATHING SIDING PER DESIGN DOCS EX. FRAMING AND INSULATION EX. ROOF STRUCTURETS WRB PER DESIGN DOCS; PROVIDE CONTINUOUS SEALANT BEAD AT TERMINATION POINTS OF WRB FOR AIR BARRIER CONTINUITY EX. SHEATHING 4 W1.1 / ROOF TO WALL - SINGLE PLY ROOF - TYPICAL SIDING ID: 111 5 W1.1 / ROOF EDGE - SINGLE PLY ROOF - TYPICAL SIDING ID: RW320-01 6 W1.1 / METAL COPING PARAPET - SINGLE PLY ROOF - TYPICAL SIDING ID:396 RECEIVED SCALE: NTS SCALE: NTS SCALE: NTS Sep 22 2021 24 GA. BONDERIZED SADDLE FLASHING CITY OF EDMONDS DEVELOPMENT SERVICES 6" SAF OVER SADDLE SIDE FLANGES, & W/ FULLY SOLDERED JOINTS DEPARTMENT THEN LAP W/ SAF OVER TOP FLANGE (NOT TO SCALE) Project Title: WRB (PER DESIGN DOCS) LAPPED OVER I \ / EMERALD CREST TOP FLANGE LEG OF SADDLE AND SAF \ TARGETED REPAIR 3/8" GAP BETWEEN SIDING & FLASHING \ 505 PINE ST \ 24 GA. GALV. SADDLE FLASHING, FULLY T \ `� ` \ EDMONDS, WA 98020 SOLDERED ALL JOINTS, INSTALLED ATOP \ Sheet Title: SAF & EXTERIOR SIDING \ \ ` EX. MTL COPING, SET IN (2) CONTINUOUS \ BEADS OF SEALANT OVER SADDLE FLASHING; SEE PARAPET METAL COPING o%yT WEATHERIZATION DETAIL FOR ATTACHMENT ��\� ���� DETAILS - ROOF I � EX. ROOFING \ Scale: As Noted CONT. SAF TO EXTEND OVER TOP OF J , PARAPET & UP WALL BEHIND SADDLE FLASHING; PROVIDE BUTTERFLY I PERMIT SET PATCHES AT CORNERS OF SAF (TYP.) Drawn By: NKC Checked By: MAC �I FIBER CEMENT SIDING PER Issue Date: Sheet Number: DESIGN DOCS 04/29/21 W 1 1 Job #: ■ 7 W1.1 / SADDLE FLASHING PARAPET TO WALLL -TYPICAL SIDING ID: 116 g / W1.1 NOT USED ID' 9 / W1.1 NOT USED ID' 0301300 SCALE: NTS SCALE: NTS SCALE: NTS GENERAL NOTES (WINDOW REPLACEMENT): 1. KEEP EXISTING SHEATHING & MATERIALS DRY BEFORE INSTALLING NEW MATERIALS. 2. EXAMINE EXISTING SHEATHING & FRAMING FOR DAMAGE BEFORE INSTALLING WINDOW. TYPICAL EXTERIOR J? WALL ASSEMBLY 3. ALL INSTALLATIONS REQUIRE MOCK UP REVIEWS PRIOR TO INSTALLATION. 1111111111mif 4. ALTERNATE INSTALLATION METHODS REQUIRE MOCK-UP REVIEW & WRITTEN APPROVALS PRIOR TO INSTALLATION. Copyright © 2020 All rights reserved. J2 Building Consultants, Inc. 5. ALL MATERIALS & FASTENERS USED FOR REPAIR MUST BE SUBMITTED TO ARCHITECT FOR APPROVAL BEFORE PROCEEDING W/ REPAIR. HEAD SAF TO WRAP '14 JAMB FLASHING 6" MIN. 8425 44th Ave W 6. NEW SELF ADHERED MEMBRANE FLASHING (SAF) SHALL BE 20 MIL MIN BUTYL BASED MATERIAL. TYP. Mukilteo, WA 98275 RUBBERIZED ASPHALT TYPE IS NOT ACCEPTABLE. Tel 425.774.5600 7. SAF SHALL BE ADHERED OVER PRIMER & PRESSED TIGHT W/ J-ROLLER. INSTALL J AMB &HEAD SAF BOTTOM ATOP Fax 425.774.5661 www.J2Consultants.com 8. WRB, SAF &SEALANTS PER SPECIFICATIONS AND/OR APPROVED SUBMITTALS. SLIDING GLASS DOORS ONLY: �tt IY' SOLDERED, BONDERIZED 1-PIECE 24GA METAL PAN I�'' SHINGLED MANNER, SAF TO WRAP ON TO BACK ANGLE 9. FULL ADHESION OF SAF IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS MAY REQUIRE 5/8" 24 GA. BACK ANGLES AT JAMBS AND HEAD 6" The undersigned has provided building enclosure documents that in my professional THE USE OF APPROVED PRIMER, ADHESIVE AND/OR HEAT. 12" @ JAMBS &HEAD BACK DAM JAMB SAF TO WRAP judgement areappropriate to satisf the � OVER CORNER SILL uy requirements of RCW 64.55.005 through PROVIDE 3/4" 24 GA. BACK FLASHING 6" MIN. TYP. 64.55.090 ANGLE (L FACING OUT) @ WINDOWS: INSTALL FLEXIBLE SAF z / SILL O° PER MANUFACTURER INSTRUCTION. ' SLIDING GLASS DOORS: USE METAL SILL PAN IN ADDITION TO SAF. PA WAS�,I��O� EXISTING SILL of /j / ATTACH W/ STAPLES OR AS SAF TO LAP ONTO BACK ANGLE REQUIRED BY VARIOUS BUILDING TYPES / j/ 39655 q \ 0,, ��'GISTER�9 �SSIONAL SET PAN OVER SELF E��l INSTALL WRB PRE STRIP @SILL. DO NOT ADHERED BOOT FLASHING EXPIRES: 3 21 2022 ATTACH LOWER 6" EDGE @ THIS STEP -' 1 /W2.1 FLANGED WINDOW INSTALLATION STEP #1 ID:400 2 /W2 400 FLANGED WINDOW INSTALLATION STEP #3 ID:400 NOTES: SCALE: NTS SCALE: NTS .1 SCALE: NTS 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL INSTALL BED OF SEALANT CONTINUOUS AROUND ENTIRE BACK ANGLE EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. TERMINATIONS FOR AIR & WATER BARRIER SEAL. PROVIDE EXTRA AT SILL TO JAMB INTERSECTION. (AFTER SETTING WINDOW CLEANLY 3. DRAWINGS ARE DIAGRAMMATIC REMOVE SEALANT FROM WINDOW TO BACK ANGLE INTERFACES) SECURE WINDOW AS PER WINDOW MANUFACTURER'S 6„ ONLY AND ARE NOT TO BE USED RECOMMENDATIONS. TYPICALLY EVERY OTHER NAIL FOR TAKE OFF QUANTITIES. FLANGE HOLE AROUND ALL SIDES OF WINDOWS. INSTALL APPLY BUTYL SAF OVER FLANGES: FASTENERS NO CLOSER THAN 3" & NO MORE THAN 10" FIRST TO JAMB FLANGES, THEN SECOND APPLY TO CORNERS OF WINDOW FRAME. , BUTYL SAF @ HEAD FLANGE (OVER JAMB SAF). \ i INSTALL CONTINUOUS BEAD OF SEALANT OVER BACK ANGLE STOP APPLY SEALANT TO HEAD & ROLL TO ACTIVATE ADHESIVE, BEFORE INSTALLING WINDOW (THICK COATING) JAMB FLANGES PRIOR TO / DO NOT APPLY SAF OVER SILL FLANGE INSTALLATION / I I INSTALL 1/8" OR 1/16" PVC SHIMS AT SILL TO ALLOW DRAINAGE PATH / UNDER WINDOW SILL & LEVEL WINDOW. CONFIRM W/ WINDOW MANUFACTURER FOR SUPPORT REQUIREMENTS I I AT INTERIOR: \ Revisions: TOOL SEALANT BEAD BACK ANGLE i @ \ I INTERIOR ALTERNATE: INSERT 1/16" PVC HORSESHOE IF NO WRAPS, INSTALL NEW GWB AND/OR WOOD # Date Description SHIMS BEHIND SILL FLANGE I WINDOW WRAPS TO MATCH EXISTING TO ALLOW FOR DRAINAGE \ / INSERT 1/16" PVC HORSESHOE SHIMS BEHIND SILL FLANGE TO ALLOW FOR DRAINAGE n ° U WINDOW INSTALL FOR / WINDOW INSTALL FOR ENLARGED WINDOW SILL READY FOR WINDOW INSTALL FLANGED WINDOW ONLY / r-J FLANGED WINDOW ONLY - 4 /W2.1 FLANGED WINDOW INSTALLATION STEP #4 ID:400 5 /W2.1 FLANGED WINDOW INSTALLATION STEP #5 ID:400 6 /W2.1 FLANGED WINDOW INSTALLATION STEP #6 ID:400 RECEIVED SCALE: NTS SCALE: NTS SCALE: NTS Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INSTALLATION OF DRAINABLE WRB INSTALL 6" SAF OVER LEG OF METAL HEAD MEMBRANE SHALL LAP 6" AT HORIZONTAL & Project Title: FLASHING (OR PROVIDE SEALANT AT WRB 12" AT VER / j�/// OVERLAP -PER MOCK UP APPROVAL) TAPE OR SEALANT AT FIELD MEMBRANE 61 TO METAL HEAD FLASHING &JAMB EMERALD CREST FOLVERLAP ASHING OVERLAP INSTALL METAL HEAD FLASHING W/ FOLDED END DAMS. TERMINATE // / // TARGETED REPAIR FLASHING FLUSH W/ WINDOW FRAME 505 PINE ST SET FLASHING IN SEALANT EDMONDS, WA 98020 Sheet Title: NOTE: DETAIL INDICATES HEAD \ FLASHING OVER WINDOW FRAME AND \\ \\ TAPE FIELD MEMBRANE OVERLAP TO JAMB WRAP FLASHING DOES NOT SHOW TRIM. IN SOME \\ cP CASES, WINDOW HEAD FLASHING IS FROM BOTTOM INSTALL WRB, "SHINGLE / // / WEATHERIZATION INSTALLED OVER HEAD TRIM IN TO TOP, STYLE" TYP. // DETAILS - ADDITION TO, OR AS AN ALTERNATE i TO FLASHING DIRECTLY ABOVE THE ///// WINDOWS/DOORS i FRAME. REFER TO OTHER WINDOW HEAD DETAILS FOR CLARIFICATION. /// / FOR OVER -LAPS AIRBARRIER TAPE ALL HORIZONTAL Scale: As Noted INSTALL WRB UNDER SILL FLASHING. PERMIT SET TAPE HORIZONTAL JUNCTIONS FOR // AIR BARRIER CONTINUITY Drawn By: NKC Checked By: MAC FOLDED UNBROKEN END DAM // Issue Date: Sheet Number: 04/29/21 W2.1 Job #: 7 /W2.1 FLANGED WINDOW INSTALLATION STEP #7 ID:400 g /W2 1 FLANGED WINDOW INSTALLATION STEP #8 ID:400 g /W21 FLANGED WINDOW INSTALLATION STEP #9 ID:400 0301300 SCALE: NTS SCALE: NTS SCALE: NTS NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION SIDING PER DESIGN DOCS DRAINABLE WRB LAPS METAL HEAD FLASHING. APPLY SEALANT BETWEEN WRB AND SAF 6" SAF OVER HEAD FLASHING SHEATHING PER DESIGN DOCS 3/8" MINIMUM DRAIN GAP, TYP. NEW 26 GA. PRE FINISHED METAL HEAD FLASHING W/ 4" BACK LEG, DRIP EDGE, FOLDED END DAMS & SLOPING HORIZONTAL LEG OVER DOOR TRIM. SEALANT TRIM PER DESIGN DOCS SAF OVER GAP SEALANT PRE -WRAP WRB INTO ROUGH OPENING & SEAL W/ SPRAY FOAM DOOR PER DESIGN DOCS NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION INTERIOR TRIM TO MATCH EXISTING NEW DOOR PER DESIGN DOCS PRE -WRAP DRAINABLE WRB INTO ROUGH OPENING & SEAL W/ SPRAY FOAM. SEALANT PER DESIGN DOCS 4" SAF OVER GAP BETWEEN FRAMING AND DOOR FRAME TRIM PER DESIGN DOCS SEALANT PER DESIGN DOCS SIDING PER DESIGN DOCS NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION u ��b WFINW11rraW�rrnArWIN DOOR PER DESIGN DOCS SAF CONTINUES UP JAMB BEYOND, LAPS OVER END DAM OF PAN SAF (BUTYL) LAPS UP INTO R.O. AND DOWN FACE OF CONCRETE 24 GA BONDERIZED SOLDERED METAL PAN W/ END DAMS & BACK DAM, EMBED PAN IN SEALANT, PROVIDE A CONTINUED HORIZONTAL LEG WITH 3/4" LIP TO EMBED IN SEALANT IN CONCRETE KERF CUT CONCRETE SLAB ON GRADE IF SEALANT AT BACK OF SILL PAN, ENSURE T WHEN INSTALLING THRESHOLD 0 SLOPE PAN SEALANT PARALLEL TO DOOR R.O. BETWEEN SAF AND DOOR PAN 11 / W2.2 I SWING DOOR HEAD - TYPICAL SIDING (NO R.S.) I croi F°nlTc 1 2 / W2.2 I SWING DOOR JAMB - TYPICAL SIDING (NO R.S.) I croi F°�ITc 1 3 / W2.2 I SWING DOORSILL - 0"-2" TRANSITION croi F°KITc v BASE OF WALL FLASHING ADJACENT TO DOOR CONTINUOUS SEALANT AT JOINT 3/4" BACK DAM WITH HEMMED EDGE SET PAN IN CONTINUOUS BEADS OF SEALANT (3/8" WIDE TYP.) 3/4" LIP SET IN TO CONCRETE KERF CUT MIN 24 GA. BONDERIZED SOLDERED METAL PAN - SET LEVEL OR SLOPED TO OUTSIDE. FULLY SOLDERED CONSTRUCTION. TIGHT FIT TO ROUGH OPENING. NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION SEALANT BEHIND HEAD FLANGE PER MANUF. REQ. 5/8" METAL BACK ANGLE (WHITE TO INTERIOR) SET WINDOW IN SEALANT OVER BACK ANGLE CUT BACK GWB TO ACCOMMODATE NEW WINDOW APPLY FINISH CAULK AFTER SETTING WINDOW SIDING PER DESIGN DOCS DRAINABLE WRB LAPS METAL HEAD FLASHING, APPLY SEALANT BETWEEN WRB & SAF 6" SAF BUTYL OVER HEAD FLASHING SAF WRAPS R.O. AND EXTENDS 8" ABOVE 3/8" GAP DRAINAGE GAP, TYP. PRE -FINISHED METAL Z-FLASHING OVER HEAD TRIM TRIM PER DESIGN DOCS SAF OVER WINDOW FLANGE BACKER ROD & SEALANT WINDOW UNIT PER DESIGN DOCS PROVIDE SEALANT OVER BACK ANGLE PRIOR TO SETTING WINDOW NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION EX. CONSTRUCTION CUT GWB TO ACCOMMODATE WINDOW BEAD OF SEALANT @ BACK ANGLE SAF, WRAP INTO R.O. WINDOW FLANGES SET IN SEALANT TYP. BACKER ROD & SEALANT SAF LAP OVER NAIL FLANGE SEALANT OR WRB SEAM TYPE TRIM PER DESIGN DOCS SEALANT PER DESIGN DOCS DRAINABLE WRB PER DESIGN DOCS SIDING PER DESIGN DOCS 23 4 / W2.2 TYPICAL DOOR PAN W/ SAW KERF ID:5 W2.2 WINDOW / SGD HEAD - TYPICAL SIDING / FLANGED WINDOW NO R.S. I°:6 / W2.2 WINDOW/SGD JAMB - NO RAINSCREEN -TYPICAL SIDING / FLANGED IDE SCALE:: NTS / � � SCALE:: NTS SCALE:: NTS NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION INTERIOR FINISH CAULK FILLET BEAD WINDOW SILL TRIM OR GWB WRAP MODIFIED AS NECESSARY TO ACCOMMODATE BACK ANGLE 17 / W2.2 IWINDOW SILL - TYPICAL SIDING / FLANGED WINDOW (NO R.S. WINDOW UNIT PER DESIGN DOCS 26 GA. 3/4" HIGH METAL BACK ANGLE PRE FINISHED WHITE TO INTERIOR W/ 1/8" HEM TO OUTSIDE CONTINUOUS SEALANT BETWEEN BACK ANGLE & WINDOW FRAME, CLEAN SEALANT AFTER SETTING WINDOW INTERMITTENT PVC SHIMS, EVERY 6-8" TO LEVEL WINDOW & TO PROVIDE SILL DRAINAGE 3/8" MIN. BACKER ROD & SEALANT 1/16" PVC SHIMS IN FLANGE FOR DRAINAGE SAF LAPS OVER FLASHING BELOW & EXTENDS UP INTO R.O. & UP BACK ANGLE (TO HEM) TRIM PER DESIGN DOCS 3/8" MIN. GAP 26 GA. HEMMED EDGE METAL DRAINABLE WRB PER DESIGN DOCS SHEATHING PER DESIGN DOCS SIDING PER DESIGN DOCS SEALANT BEHIND HEAD FLANGE PER MANUF. REQ. 5/8" METAL BACK ANGLE (WHITE TO INTERIOR) SET WINDOW IN SEALANT OVER BACK ANGLE CUT BACK GWB TO ACCOMMODATE NEW WINDOW APPLY FINISH CAULK AFTER SETTING WINDOW 8/W2.2 WINDOW / SGD HEAD -STUCCO SIDING / FLANGED WINDOW (NO R.S. STUCCO WITH MTL LATH AND WEEP SCREED PER DESIGN DOCS DRAINABLE WRB LAPS METAL HEAD FLASHING, APPLY SEALANT BETWEEN WRB & SAF 6" SAF BUTYL OVER HEAD FLASHING SAF WRAPS R.O. AND EXTENDS 8" ABOVE 3/8" GAP DRAINAGE GAP, TYP. RE -FINISHED METAL Z-FLASHING OVER HEAD TRIM RIM PER DESIGN DOCS AF OVER WINDOW FLANGE ACKER ROD & SEALANT NINDOW UNIT PER DESIGN DOCS IROVIDE SEALANT OVER BACK ANGLE 'RIOR TO SETTING WINDOW 6" MIN. FINISH CAULKING @ SIDING TERMINATIONS, TYP. STUCCO WITH MTL LATH AND WEEP SCREED PER DESIGN DOCS (2) LAYERS DRAINABLE WRB PER DESIGN DOCS EX. SHEATHING 9 / W2.2 I WINDOW/SGD JAMB - STUCCO SIDING / FLANGED WINDOW CUT BACK GWB TO ACCOMMODATE NEW WINDOW; APPLY FINISH CAULK AFTER SETTING WINDOW FINISH SEALANT TO COVER BACK ANGLE PROVIDE SEALANT OVER BACK ANGLE PRIOR TO SETTING WINDOW 5/8" METAL BACK ANGLE W/ 1/8" HEMMED EDGE FACING OUTSIDE (SHIM TO SILL) SAF TO LAP OVER BACK ANGLE SAF WRAPS ROUGH OPENING SEALANT BEHIND JAMB FLANGE PER MFR REQ. WINDOW UNIT PER DESIGN DOCS 6" SAF BUTYL LAPS OVER NAIL FLANGE 3/8" MIN. BACKER ROD & SEALANT 5/4" FIBER CEMENT TRIM PER DESIGN DOCS SEALANT BETWEEN WRB & SAF Copyright © 2020 All rights reserved. J2 Building Consultants, Inc. 8425 44th Ave W Mukilteo, WA 98275 Tel 425.774.5600 Fax 425.774.5661 www.J2Consultants.com The undersigned has provided building enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090 EXPIRES: 3 21 2022 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. Revisions: Date RECEIVED Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Title: MERALD CRES TARGETED REPAIR 505 PINE ST EDMONDS, WA 98020 Sheet Title: WEATHERIZATION DETAILS - WINDOWS/DOORS Scale: As Noted PERMIT SET Drawn By: NKC Checked By: MAC Issue Date: Sheet Number: 04/29/21 Job #: V ■ 0301300 � , � , INTERIOR FINISH CAULK FILLET BEAD WINDOW UNIT PER DESIGN DOCS 1 1 1 1 26 GA. METAL BACK ANGLE 3/4" HIGH - WITH 1/8" HEM TO OUTSIDE WINDOW SILL TRIM OR GWB WRAP PRE FINISHED WHITE TO INTERIOR MODIFIED AS NECESSARY TO ACCOMMODATE BACK ANGLE CONT. SEALANT BETWEEN BACK ANGLE & WINDOW FRAME, CLEAN SEALANT AFTER SETTING WINDOW Copyright ©2020 All rights reserved. J2 Building Consultants, Inc. INTERMITTENT PVC SHIMS, EVERY 6-8" TO LEVEL WINDOW & TO PROVIDE SILL DRAINAGE L— — 3/8" MIN. BACKER ROD & SEALANT 8425 tve MTe1i1425. �4.56005 Fax 425.774.5661 1/16" PVC SHIMS IN FLANGE FOR DRAINAGE www.J2Consultants.com SAF LAPS OVER WRB PRE STRIP AND UP INTO R.O. & The undersigned has provided building enclosure documents that in my professional UP BACK ANGLE (TO HEM) TRIM PER DESIGN DOCS PRE STRIP WRB LAPS FIELD WRB; TAPE @ SEAMS PER MFR REQ. 3/8" MIN. GAP N II III 26 GA. HEMMED EDGE METAL III STUCCO WITH MTL LATH AND WEEP SCREED PER DESIGN DOCS III judgement are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090 ��.PA�� 0 12" OVERLAP AT PRE STRIP l 39655 q TAPE OR SEALANT AT SEAMS PER MFR oF (2) LAYERS DRAINABLE WRB PER DESIGN DOCS Os EXPIRES: 3 21 2022 1 W2.3 / WINDOW SILL - STUCCO SIDING / FLANGED WINDOW NO R.S. � � 2 / W2.3 NOT USED I° 3 / W2.3 NOT USED ID: NOTES: 1. CONTRACTOR IS RESPONSIBLE ALE: N SCALE: NTS SCALE: NTS SCALE: NTS FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. Revisions: # Date I Description 4 / W2.3 NOT USED 1D 5 / W2.3 NOT USED 1D 6 / W2.3 NOT USED '° RECEIVED SCALE: NTS SCALE: NTS SCALE: NTS Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project Title: EMERALD CREST TARGETED REPAIR 505 PINE ST EDMONDS, WA 98020 Sheet Title: WEATHERIZATION DETAILS - WINDOWS/DOORS Scale: As Noted PERMIT SET Drawn By: NKC Checked By: MAC Issue Date: Sheet Number: 04/29/21 W2.3 Job #: 7 / W2.3 NOT USED ID' 8 / W2.3 NOT USED ID' 9 / W2.3 NOT USED ID: 0301300 SCALE: NTS SCALE: NTS SCALE: NTS NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SIDING PER DESIGN DOCS SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED SHEATHING AT LOCATIONS OF TARGETED REPAIR. ATOP EXISTING NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION 6" SAF OVER TOP OF GWB NOT TO BE INSTALLED AT NORTH ELEVATION OVERLAP WRB MIN 12" PAST GWB NOT TO BE INSTALLED AT NORTH ELEVATION / METAL, TYP. PROVIDE PRE-FAB. .1oCORNER ASSEMBLIES TYP. 4"IMIA / I SIDING PER ELEVATIONS & DESIGN DOCS TYP. CORNERS, TYP. DRAINABLE WRB PER DESIGN DOCS PROVIDE 22 GA METAL WHERE NAILER DOES WALL SHEATHING PER NOT EXIST. PER MFR. APPROVAL 1/8" GAP TYP. DESIGN DOCS CORNER TRIM PER DESIGN DOCS 7 1 7 l J? Mw Copyright © 2020 All rights reserved. J2 Building Consultants, Inc. / 26 GA. PRE -FINISHED METAL UNLESS NOTED OTHERWISE // /IT loo,II II WRB PER DESIGN DOCS; OVERLAP WRB 12" MIN. PAST CORNERS TYP. � 8425 44th Ave W Mukilteo, WA 98275 I Tel 425.774.5600 / INSIDE CORNER TRIM PER DESIGN DOCS 1' 0" Fax 425.774.5661 / 10% MIN SLOPE TO DRAIN / o a � ¢ II SEALANT PER DESIGN DOCS II EXISTING STRUCTURE II II www.J2Consultants.com The undersigned has provided building HEMMED DRIP EDGE, TYP. of o II II II EX. SHEATHING I I� q it FINISH CAULKING @ SIDING TERMINATIONS, TYP enclosure documents that in my professional judgement are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090 I DOUBLE BEAD OF BEDDING SEALANT LAP JOINTS A MINIMUM OF 4" APPLY 2 BEADS OF SEALANT 3/8" MIN FOLDED END DAM it EX. INSULATION & FRAMING I II ------ �_— -- ------------------ — — — — — — I OVERLAP WRB MIN 12" PAST CORNERS, TYP. I� II SIDING PER DESIGN DOCS DRAINABLE WRB PER DESIGN DOCS PA of WAS�,I �O ��'• o WALL SHEATHING PER DESIGN DOCS SAF OR PRE -STRIP OF WRB VV II WHERE SPECIFIED 39655 l I 0GISTERE9l�w�' SSIONAL ECG PROVIDE PRE -FABRICATED CORNER ASSEMBLIES TYP. EXPIRES: 3 21 2022 1 W3.1 / TYPICAL FLASHING LAP IDE: 2 W3.1 / TRIM AT INSIDE CORNER - TYPICAL SIDING (NO R.S. 1 � 3 W3.1 / TRIM AT OUTSIDE CORNER - TYPICAL SIDING NO R.S. � � IDE: NOTES: 1. CONTRACTOR IS RESPONSIBLE SCALE: NITS ALE: NI SCALE: NITS SCALE: NTS FOR FIELD VERIFICATION OF NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SIZING AND QUANTITIES OF ALL SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X COMPONENTS. GWB NOT TO BE INSTALLED AT NORTH ELEVATION GWB NOT TO BE INSTALLED AT NORTH ELEVATION EX. SHEATHING 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES TYPE X GWB PER DESIGN DOCS OVERLAP WRB MIN 12" PAST CORNERS, TYP. PROVIDE 22 GA METAL WHERE NAILER DOES REQUIRED BEFORE INSTALLATION. NOT EXIST. PER MFR. APPROVAL DRAINABLE WRB PER DESIGN DOCS I SIDING PER DESIGN DOCS 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED SIDING PER ELEVATIONS & DESIGN DOCS TYP. SEALANT WALL SHEATHING PER DESIGN DOCS EX. SHEATHING DRAINABLE WRB PER DESIGN DOCS FOR TAKE OFF QUANTITIES. TRIM PER DESIGN DOCS; MATCH EX. DIMENSIONS I WRB PER DESIGN DOCS; I OVERLAP EX. WRB 12" MIN. PAST CORNERS TYP. 9I SAF OVER FLASHING SEALANT PER DESIGN DOCS BONDERIZED FLASHING WITH END DAMS; EXTEND TO 2" 1'-0" BEYOND BRICK EITHER SIDE, SET INTO BRICK; KERF W/ o > o INSIDE CORNER TRIM PER DESIGN DOCS I I EX. MTL LATH EX. STUCCO ASSEMBLY; CUT BACK TO INSIDE CORNER EX. WRB; KEEP 12" MIN BEYOND INSIDE CORNER, EXISTING STRUCTUR II I I II WRB PRE -STRIP, ALLOW AN EXCESS OF WRB TO HANG BELOW SHEATHING FOR SEPARATION LAYER BETWEEN FLASHING, EX. STUCCO, AND EX. PLANTER SEALANT I I N z EX. BRICK PLANTER I ` I EX. SOIL Revisions: TO ALLOW NEW WRB TO LAP OVER I I ++ I OVERLAP WRB MIN 12" PAST CORNERS, TYP. 1 1 /2" I 01 # Date Description SIDING PER DESIGN DOCS I I EX. STUCCO ASSEMBLY; CUT BACK TO MATCH HT OF PLANTER ++ � + I IIIIIIII I DRAINABLE WRB PER DESIGN DOCS I IIIIIII WALL SHEATHING PER DESIGN DOCS II I I I I III I I I � III —III —III 4 / W3.1 INSIDE CORNER - NEW TO EXISTING SIDING TRANSITION - TYPICAL SIDING ID:AA000 5 W3.1 TRIM AT OUTSIDE CORNER - TYPICAL SIDING NO R.S. ID:73 6/W3.1 BASE OF WALL AT PLANTER - TYPICAL SIDING ID:431 RECEIVED SCALE: NITS/ SCALE: NITS SCALE: NITS NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION X NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION EX. BRICK PLANTER Sep 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE GWB NOT TO BE INSTALLED AT NORTH ELEVATION SIDING PER DESIGN DOCS Project Title: CEDAR BLOCKING TO MATCH TRIM THICKNESS; TERMINATE13 I IN SEALANT AT BONDERIZED HEAD FLASHING WRB FIELD LAYER LAPS METAL FLASHING. SIDING PER DESIGN DOCS i APPLY SEALANT BETWEEN WRB &SAMF SEALANT PER DESIGN DOCS I I EMERALD CREST I WALL SHEATHING PER DESIGN DOCS I I DRAINABLE WRB LAPS OVER SAF; SET WRB IN SEALANT TARGETED REPAIR WRB FIELD LAYER LAPS METAL FLASHING, APPLY SEALANT BETWEEN WRB & SAMF I 6" SAMF OVER TOP OF METAL, TYP. EXISTING STRUCTURE WALL SHEATHING PER DESIGN DOCS 6" SAMF OVER TOP OF METAL, TYP. PRE -STRIP WRB, ALLOW AN EXCESS OF WRB TO HANG BELOW I WALL SHEATHING FOR A SEPARATION LAYER BETWEEN THE METAL FLASHING AND CONIC. STEM WALL SAF OVER FLASHING I _ 505 PINE ST EDMONDS, WA 98020 MIN 24 GA MTL. FLASHING (PRIMED & PAINTED) W/ HEMMED EDGE, Sheet Title: COMPRESSION FIT & SET IN SEALANT. li SEAM FILLER PER MANUFACTURER ° `l ° a MIN 24 GA PRESSURE FIT MTL FLASHING W/ HEMMED I DRIP EDGE, PRESSURE FIT TO WRB/FOUNDATION WRB BED IN SEALANT OR PROVIDE SAMF SEALED TO WRB AND WEATHERIZATION DETAILS - WALLS LIQUID FLASHING INSTALLED PER MANUFACTURER MIN. 6" io 4 CONCRETE UP WALL & 2" ON TO CONCRETE SLAB 'v 4 2" � ° a ° A a SLOPE AWAY FROM BLDG. Scale: As Noted PERMIT SET EXISTING CONCRETE PAD ENSURE POSITIVE SLOPE THAT DRAINS AWAY FROM THE BUILDING EXISTING BONDERIZED FLASHING, SET INTO BRICK; KERF W/SEALANT EX. STUCCO ASSEMBLY; CUT BACK STRUCTURE a � � � � � � � � � � � � � � � � � � � � � � � � � � TO MATCH HT OF PLANTER WRB PRE -STRIP, ALLOW AN EXCESS OF WRB TO HANG BEYOND Drawn By: NKC SHEATHING FOR SEPARATION LAYER BETWEEN FLASHING, EX. STUCCO, AND EX. PLANTER CLOSED CELL BACKER ROD & SEALANT Checked By: MAC Issue Date: Sheet Number: 04/29/21 W3.1 Job #: 7 W3.1 BASE OF WALL AT HARDSCAPE -TYPICAL SIDING NO R.S. ID: 216 8 W3.1 BASE OF WALL AT GRADE -TYPICAL SIDING NO R.S ID:470 g W3.1 INSIDE CORNER - TYPICAL SIDING AT PLANTER ID:431 0301300 NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING EXISTING NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION GWB NOT TO BE INSTALLED AT NORTH ELEVATION GWB NOT TO BE INSTALLED AT NORTH ELEVATION SIDING PER DESIGN DOCS WRB FIELD LAYER LAPS METAL FLASHING. APPLY SEALANT BETWEEN WRB &SAMF Copyright © 2020 All rights reserved. J2 Building Consultants, Inc. I 6" SAMF OVER TOP OF METAL, TYP. 8425 44th Ave W 'v Mukilteo, WA 98275 I 3/8" WEEP TYP AT BASE Tel 425.774.5600 i Fax 425.774.5661 PRE -FINISHED METAL THRU-WALL FLASHING W/ HEMMED www.J2Consultants.com SOFFIT PER DESIGN DOCS I DRIP EDGE AND SLOPED HORIZONTAL LEG. 2" CONT. VENT STRIP I TRIM PER DESIGN DOCS The undersigned has provided building IX enclosure documents that in my professional BACKER ROD & SEALANT PER DESIGN DOCS I judgement are appropriate to satisfy the requirements of RCW 64.55.005 through EXISTING I HEMMED EDGE FLASHING WITH SLOPED HORIZONTAL LEG I 64.55.090 STRUCTURE 1/4" DRAINAGE GAP PROVIDE CONTINUOUS SEALANT BEAD AT TERMINATION POINTS OF WRB FOR AIR BARRIER CONTINUITY N I 3/8" WEEP TYP AT BASE I I PAIj ��,y� pF p'AS�I��O !.� 0�"� DRAINABLE WRB PER DESIGN DOCS I PRE -FINISHED METAL FLASHING W/ HEMMED EDGE I & SLOPED HORIZONTAL LEG. 39655 SIDING PER DESIGN DOCS I 8E E9 `�4• o��ss 1/4" MIN. GAP FOR VENTING oNAL EX. SHEATHING 2" CONT. VENT STRIP SIDING PER DESIGN DOCS WRB PER DESIGN DOCS EXPIRES: 3 21 2022 SOFFIT PER DESIGN DOCS EXISTING SHEATHING PER DESIGN DOCS 1 / W3.2 TOP OF WALL AT SOFFIT - TYPICAL SIDING ID:493 2 / W3.2 ROOF EAVE VENT - COMP ROOF 3 / W3.2 BELLY BAND - TYPICAL SIDING - NO R.S. ID: 366 NOTES: 1. CONTRACTOR IS RESPONSIBLE SCALE: NTS SCALE: NTS SCALE: NTS FOR FIELD VERIFICATION OF NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING SIZING AND QUANTITIES OF ALL SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X COMPONENTS. GWB NOT TO BE INSTALLED AT NORTH ELEVATION GWB NOT TO BE INSTALLED AT NORTH ELEVATION GWB NOT TO BE INSTALLED AT NORTH ELEVATION SIDING PER DESIGN DOCS 2. MOCK UP REVIEW OF ALL SIDING PER DESIGN DOCS EXTERIOR ASSEMBLIES I REQUIRED BEFORE INSTALLATION. WRB LAPS SAMF AND SET IN SEALANT I I WRB LAPS SAMF AND SET IN SEALANT 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED Ix 6" SAMF OVER FLASHING FOR TAKE OFF QUANTITIES. DRAINABLE WRB LAPS OVER SAF; SET WRB IN SEALANT PRE -STRIP SAF SAF TO LAP FLANGE I I WRB PRESTRIP CEDAR BLOCKING TO MATCH TRIM THICKNESS SHEATHING PER DESIGN DOCS CEDAR BLOCKING TO MATCH I TRIM THICKNESS I I 1/4" MIN. GAP - i 3/8" DRAINAGE GAP, TYP. NEW 26 GA. PRE FINISHED METAL HEAD FLASHING W/ 4" BACK EX. MAILBOXES, TO BE REMOVED AND RESET CLOSED CELL BACKER ROD &SEALANT, TYP. FILL GAPS WITH SEALANT, TYP. i LEG, DRIP EDGE, FOLDED END DAMS & SLOPING HORIZONTAL I LEG OVER TRIM, SET IN SEALANT SEALANT, TYP. METAL FLASHING W/ 4" UP LEG I �� MOUNTING BLOCK TO MATCH TRIM PRE -STRIP WRB - EX. MAILBOXES, TO BE REMOVED AND RESET 3l8" MIN. BACKER ROD AND SEALANT AT ALL 4 SIDES Revisions: CLOSED CELL BACKER ROD &SEALANT NEW ELECTRICAL J-BOX COMPATABLE W/ QUICKFLASH PANEL, NEW BUBBLE COVER AND GFCI OUTLET WHERE APPLICABLE # Date Description SAF, ADHERED AROUND MAILBOX; FILL GAPS WITH INSTALL SIDE PIECES OF SAF SEALANT, TYP. I QUICK FLASH PANEL SET IN SEALANT ALL 4 SIDES OVER SILL SAF SEALANT I CEDAR MOUNTING BLOCK TO MATCH TRIM THICKNESS FILL GAPS WITH SEALANT, TYP. SILL SAF UNDER SILL FLANGE, ADHERED AROUND MAILBOX; I SEALANT PER DESIGN DOCS n INSTALL SIDE PIECES OF SAF OVER SILL SAF II DRAINABLE WRB UNDER SILL SAF SIDING PER DESIGN DOCS I WRB PER DESIGN DOCS 4 / W3.2 MAILBOX / DOOR ENTRY SYSTEM PENETRATION JAMBS - TYPICAL SIDING ID:431 5 / W3.2 MAILBOX / DOOR ENTRY SYSTEM PENETRATION HEAD & SILL - TYPICAL SIDING 1D: 6 / W3.2 ELECTRICAL/LIGHT BLOCK PENETRATION - TYPICAL SIDING NO R.S. ID:82 RECEIVED SCALE: NTS SCALE: NTS SCALE: NTS NEW TYPE X GWB NOT SHOWN, TO BE INSTALLED ATOP EXISTING Sep 22 2021 SHEATHING AT LOCATIONS OF TARGETED REPAIR. NEW TYPE X GWB NOT TO BE INSTALLED AT NORTH ELEVATION CITY E DEVELOPMM ENTTSSERVI ERVICES DEPARTMENT CLADDING PER ELEVATIONS & SPECIFICATIONS Project Title: it WRB FIELD LAYER, SET IN SEALANT OR TAPE AT SEAMS PER SPECIFICATIONS SAMF PER SPECIFICATIONS WRB PRESTRIP EMERALD CREST 3/8" MIN GAP TARGETED REPAIR MTL FLASHING W/ HEMMED EDGE II 505 PINE ST SEALANT PER SPECIFICATIONS, TYP., FILLET JOINT @ VISIBLE APPLICATIONS EDMONDS, WA 98020 Sheet Title: 22 WEATHERIZATION I I MAINTAIN $" GAP BETWEEN BLOCK AND PIPE DETAILS - WALLS FOR SEALANT FILLET JOINT fl TRIM PER SPECIFICATIONS Scale: As Noted Tfl SEALANT PER DESIGN DOCS I PERMIT SET 2 PIECE FORTIFLEX Drawn By: NKC Checked By: MAC Issue Date: Sheet Number: 04/29/21 W3 ■ 2 Job #: 7 / W3.2 PIPE PENETRATION - TYP SIDING NO RS ID:150 g / W3 2 NOT USED 1D 9 / W3.2 NOT USED ID 0301300 AL N