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APPROVED BLD BLD2022-1039+Architectural_Plan+8.4.2022_3.06.42_PM+3033822GENERAL CONSTRUCTION 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 ROOFING UNDERLAYMENT ROOFING MATERIAL DRAINS/COLLECTOR BOXES ROOF PENETRATIONS CHIMNEY CAPS ALL VENTING PRODUCT INSTALLATION ROOF-TO-WALL/DIVERTERS/STEP FLASHING WALLS SIDING PENETRATIONS AND TRANSITIONS WRB INSTALLATION RAINSCREEN INSTALLATION SIDING ALL TYPES OF SIDING TO BE MOCKED UP SEALANT PULL TESTS ASTM C1521 - SEE SPECS FENESTRATIONS WINDOW INSTALLATION SWING DOOR INSTALLATION WINDOW TESTING 6 WINDOWS; ASTM E1105 - SEE SPECS SEALANT PULL TESTS ASTM C1521 - SEE SPECS DECKS/ WALKWAYS DECK LEDGERS SUBSTRATE PREPARATION PLYWOOD DECKING FLASHINGS MOISTURE TESTING AT DECK SUBSTRATE DRAINS, DIVERTERS, CRICKETS DECK PENETRATIONS DOOR THRESHOLD HEIGHTS GUARDRAILS WATERPROOF COATING ADHESION TESTS PER MANUFACTURER PROJECT DESCRIPTION GENERAL SCOPE: • REPLACE ALL SIDING, ROOFING, WINDOWS, EXTERIOR DOORS, WALKWAYS SURFACES, GUARDRAILS, & DECK AND WALKWAY SOFFITS • STRUCTURAL REPAIR OF UNIT ENTRY WALKWAYS AND STAIR TOWERS • DECK COATING AND SOFFIT AT COMMON DECK GENERAL NOTES SITE ADDRESS: YEAR BUILT: NO. OF BUILDINGS: NO. OF UNITS: OCCUPANCY: CONSTRUCTION TYPE: PARCEL NO. LEGAL DESCRIPTION: 1024 5TH AVE S. BUILDING A, EDMONDS WA 1983 5 29 R-2 & S-1 V 1-HOUR 00767200110100,00767200110200,00767200110300, 00767200110400, 00767200120100, 00767200120200, 00767200120300, 00767200120400, 00767200130100, 00767200130200, 00767200130300, 00767200130400, 00767200210100, 00767200210200, 00767200220300, 00767200220400,00767200230100,00767200230200, 00767200230300, 00767200230400, 00767200310100, 00767200320100,00767200410100,00767200420100, 00767200510100 LOT 3 & NORTH 32.0' OF LOT 4, BLOCK 1, SOUTH PARK ADDITION, EDMONDS, WA CODES: 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 INDEX TO DRAWINGS PROJECT TEAM A0.1 PROJECT SUMMARY & GENERAL NOTES OWNER: BOARDWALK OF EDMONDS CONDOMINIUMS HOA A0.2 SCOPE OF WORK A0.2A SCOPE OF WORK A0.3 WALL/DECK/ROOF TYPES CONTRACTOR: TBD A1.1 ROOF PLANS CONSULTANT: J2 BUILDING CONSULTANTS, INC A2.1 ELEVATIONS 8425 44TH AVE. W. A2.2 ELEVATIONS MUKILTEO, WA. 98275 S0.1 S1.1 S1.2 S1.3 S 1.4 S2.1 S2.2 S2.3 W1.1 W1.2 W2.1 W2.2 W2.3 W2.4 W3.1 W3.2 W3.3 W4.1 W4.2 W4.3 GENERAL STRUCTURAL NOTES BLDG C & D PARTIAL FOUNDATION AND WALKWAY FRAMING PLANS STAIR SECTIONS ORIGINAL STRUCTURAL DRAWINGS - FOR REFEREN ONLY ORIGINAL STRUCTURAL DRAWINGS - FOR REFEREN ONLY STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS WEATHERIZATION DETAILS - ROOF WEATHERIZATION DETAILS - ROOF WEATHERIZATION DETAILS - WINDOWS AND DOORS WEATHERIZATION DETAILS - WINDOWS AND DOORS WEATHERIZATION DETAILS - WINDOWS AND DOORS WEATHERIZATION DETAILS - WINDOWS AND DOORS WEATHERIZATION DETAILS - WALL WEATHERIZATION DETAILS - WALL WEATHERIZATION DETAILS - WALL WEATHERIZATION DETAILS - DECKS WEATHERIZATION DETAILS - DECKS WEATHERIZATION DETAILS - DECKS DEFERRED SUBMITTALS , _ 1. METAL GUARD RAIL: PROVIDE SHOP DRAWINGS & ENGINEERING APPROVED BY PLANNING Sep 13 2022 APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES TO J2 AND THE LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO FABRICATION I Multi -unit residential buildings are required to ■ have the building enclosure inspected by a Iqualified building enclosure inspector during the■ ■course of construction. This inspection is to be Icompleted by a third party, independent ■ iInspector. The City may not issue a Certificate of Occupancy until the qualified, third party ■ ■ independent inspector prepares a report and i (submits to the building department a signed letter certifying that the building enclosure has i been inspected during the course of isubstantial construction and that the construction is in compliance with the building enclosure design documents. II.■ t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 INA ICOMTRACTOR TO PROVIDE ALL DOCUMENTS ■ ■AND SPEC SHEETS AS DESCRIBED IN THE !PLAN SHEETS.THIS IS TO BE DONE AT TIME OF IN CONSTRUCTION AND AT INSPECTIONS. IA pre -construction meeting shall be done prior to ■ the start of any work to this permit/job. City Of Edmonds Building Department Work EXTERIOR RENO Address 1024 5TH AVE S BUILDING A Owner BOARDWALK CONDOS Approved Date 9/02/2022 Building Official Permit Number BLD2022-1039 U) w Q 2 SITE VICINITY MAP SCALE: NTS AREA OF WORK SITE PLAN SCALE: NTS BUILDING A 'X Copyright @ 2022 All rights reserved. J2 Building Consultants, Inc. 8425 4417 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 2024 NOTES: 1. CONTRACTOR IS RESPONSIBLE N FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. N 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date RECEIVED Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK w 1OFEDMONDS LO H- 1 BUILDING ENVELOPE REPAIR Sheet Title: PROJECT SUMMARY & GENERAL NOTES Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01/2022 A0.1 1Job #: 0152101 SCOPE OF WORK AND COMPONENT REPLACEMENT SCHEDULE - BOARDWALK OF EDMONDS ASSEMBLY KEYNOTE CATEGORY BUILDING ELEMENT DESCRIPTION OF WORK REPLACEMENT MATERIAL SPECIFICATION SECTION APPLICABLE DETAILS STEEP SLOPE ROOFING REMOVE ALL EXISTING ROOFING, UNDERLAYMENT MALARKEY LEGACY, STORM 02 40 00 DEMOLITION AND 1/W1.1, 2/W1.1, 3/W1.1, AND PENETRATION FLASHINGS AND INSTALL NEW GREY; ALL MANUFACTURERE MOISTURE DAMAGE; 4/W1.1, 5/W1.1, 6/W1.1, ROOFING UNDERLAYMENT PER DETAILS AND APPOVED NAILS TO BE HOT 07 3113 ASPHALT SHINGLES 7/W1.1, 9/W1.1, 2/W1.2, R1 BASE SCOPE SPECS. SEE ADDITIONAL INFORMATION ON DIPPED GLAVANIZED. 3/W1.2, 4/W1.2, 5/W1.2, INDIVIDUAL COMPONENTS NOTED BELOW. 6/W1.2, 8/W1.2 AT LOW SLOPE ROOFS, TWO LAYERS OF UNDERLAYMENT IS REQUIRED. GC TO VERIFY SLOPE. SBS ROOFING (LONG REMOVE AND REPLACE MEMBRANE ROOFING, MALARKEY BASE SHEET, NA NA VALLEYS BETWEEN COVERBOARD, FLASHINGS AND TAPERED SMOOTH TORCH DOWN AND GABLES) INSULATION. INSTALL NEW UNERLAYMENT, PARAGON 630 ULTRA CAP R2 BASE SCOPE TAPERED INSULATION TO SLOPE BOTH DIRECTIONS 1/4":V-0" MIN., COVERBOARD AND EPDM ROOFING. ROOF EAVE INSTALL NEW ROOF EAVE DRIP METAL PER DETAILS AND SPECS 07 62 00 SHEET METAL FLASHING 2/W1.1, 9/W1.1, R3 BASE SCOPE UNDERNEATH NEW UNDERLAYMENT AT EAVES. EXTEND METAL INTO GUTTER WHERE APPLICABLE. R4 BASE SCOPE ROOF RAKE INSTALL NEW "T" METAL AT EAVES INSTALLED PER DETAILS AND SPECS 07 62 00 SHEET METAL FLASHING 2/W1.2 OVER ROOF UNDERLAYMENT. ROOF APRON FLASHING INSTALL NEW APRON METAL AT DOWNHILL WALLS SHEET METAL EXTENDING 5" 07 62 00 SHEET METAL FLASHING 3/W1.1 AND OTHER APPLICABLE LOCATIONS. EXTEND MIN UP WALL AND 5" ONTO R5 BASE SCOPE ROOFING UNDERLAYMENT 8" MIN. UP WALLS ROOF MINIMUM PRIOR TO STEP FLASHING INSTALLATION. HVAC HEAT STACKS INSTALL NEW STORM COLLARS AT ALL EXHAUST PER SPECS 07 72 00 ROOF ACCESSORIES 3/W1.2 AND HEAT STACKS. SHINGLE INTO NEW ROOFING R6 BASE SCOPE UNDERLAYMENT AND ROOFING IN A WEATHERBOARD MANNER. SEAL TOP EDGE OF STORM COLLAR. PIPE BOOTS INSTALL NEW PIPE BOOT FLASHING AT ALL PER SPECS 07 72 00 ROOF ACCESSORIES 5/W1.1 R7 BASE SCOPE PLUMBING VENTS. SHINGLE INTO NEW ROOFING UNDERLAYMENT AND ROOFING IN A WEATHERBOARD MANNER. VALLEYS INSTALL FULL WIDTH ROLL OF UNDERLAYMENT AT SHEET METAL OPEN VALLEY, 07 3113 ASPHALT SHINGLES; 7/W1.2 ROOF ALL VALLEYS AND THEN EXTEND FIELD SHINGLES AND 07 62 00 SHEET METAL FLASHING; R8 BASE SCOPE UNDERLAYMENT ACROSS VALLEY WITH 24" UNDERLYAMENT PER SPECS 07 72 00 ROOF ACCESSORIES OVERLAP. INSTALL OPEN VALLEY WITH SHINGLES AS PER MANUFACTURES INSTRUCTIONS. CHIMNEY INCREASE CURB HEIGHT AT CHIMNEY TO 6" ABOVE PER SPECS 06 10 00 ROUGH CARPENTRY; 3/W1.2 R9 BASE SCOPE SHINGLED ROOF PLANE. INSTALL NEW TYPE X 09 20 00 GYPSUM BOARD; SHEATHING AT NEW FRAMING TO MATCH 07 62 00 SHEET METAL FLASHING; EXISTING. FIRE CAULK ALL JOINTS CRICKET UTILIZE EXISTING METAL CRICKET AT LOCATIONS 24 GA SHEET METAL 07 62 00 SHEETMETAL FLASHING; 3/W1.2 RIO BASE SCOPE WHERE MAIN ROOF SLOPES DIRECTLY TOWARDS VERTICAL WALL. REMOVE AND REINSTALL METAL AFTER INSTALLING SELF ADHERED UNDERLAYMENT CHIMNEY CAP EXISTING CHIMNEY CAPS TO BE REMOVED AND 3/W1.2 R11 BASE SCOPE REPLACED FOLLOWING NEW ROOFING INSTALLATION. R12 BASE SCOPE EXHAUST VENTS AT INSTALL VENT HOODS AT ROOF TO WALL PER PER SPECS 07 3113 ASPHALT SHINGLES; 7/W1.2 KITCHEN DETAILS. 07 72 00 ROOF ACCESSORIES R13 BASE SCOPE GABLE VENTS REMOVE AND REPLACE GABLE VENTS. PER SPECS 07 72 00 ROOF ACCESSORIES 1/W3.2, 2/W3.2, 3/W3.2 FASCIA TRIM REMOVE AND REPLACE ALL ROOF FASCIA TRIM. 2X CEDAR TRIM, MATCH 2/W1.W, 6/W1.1, 8/W1.1, R14 BASE SCOPE EXISTING FASCIA HEIGHT 9/W1.1, 1/W1.2, 2/W1.2, GUTTERS AND GUTTERS AND DOWNSPOUTS TO BE REMOVE AND 6" K STYLE GUTTERS; 3"X4" 07 62 00 SHEET METAL FLASHING 2/W1.1, 6/W1.1 R15 BASE SCOPE DOWNSPOUTS REPLACED. NEW GUTTERS TO BE INSTALLED AT DOWNSPOUTS ROOFLINES ONLY. R16 BASE SCOPE COLLECTOR BOX REMOVE AND REPLACE COLLECTOR BOXES, PER SPECS 07 56 23 EPDM ROOFING; 1/W1.2 CONNECT TO NEW DOWNSPOUTS. 07 62 00 SHEET METAL FLASHING R17 BASE SCOPE SKYLIGHTS REMOVE AND REPLACE SKYLIGHTS. PER SPECS 08 62 00 UNIT SKYLIGHTS 4/W1.2, 5/W1.2, 6/W1.2 AWNING AT ELEVATOR & REMOVE AND REPLACE EXISTING AWNING AT PER SPECS. 10 73 16 ALUMINUM CANOPIES 5/W3.2, 6/W3.2 MAIL ROOM ELEVATOR. INSTALL BLOCKING AS REQUIRED FOR APPROXIMATE SIZES: AWNING SUPPORTS. NEW FLAT METAL AWNINGS AWNING OVER ELEVATOR: R18 BASE SCOPE WITH ROD SUPPORTS TO BE INSTALLED AT 6'-0" X 3'-6"D. AWNING OVER ELEVATOR AND MAIL ROOM. BUILDING B & C MAIL ROOM 48"W X 42"D. GC ONLY. TO CONFIRM SIZES. FINISH: BLACK. ORGANIC GROWTH PROVIDE ALLOWANCE TO TREAT ORGANIC NA NA ATTICS NA ALLOWANCE GROWTH ON UNDERSIDE OF ROOF SHEATHING AND/OR FRAMING. WINDOWS REMOVE AND REPLACE ALL EXISTING WINDOWS. PER SPECS. MATCH EXISTING 06 20 00 FINISH CARPENTRY; SHEET W2.1, 1/W2.2, MODIFY INTERIOR TRIM/SURROUNDS AS NEEDED SIZE AND OPERATION 07 92 00 JOINT SEALANTS; 2/W2,2, 3/W2.2 TO ACCOMMODATE REQUIRED DETAILING. CUT PROVIDED THAT EGRESS 08 53 13 VINYL WINDOWS AND LINER TO LEAVE EXISTING WOOD TRIM. INCLUDE REQUIREMENTS ARE MET. DOORS TRIM MODIFICATIONS AT DOORS AND WINDOWS. MUST HAVE RATING OF LC35. ENSURE EGRESS OPENINGS ARE ADEQUATE, PER SPECS. F1 BASE SCOPE ENSURE SAFETY GLAZING AT HAZARDOUS LOCATIONS, AND ENSURE GUARDS/LIMITERS ARE COLOR: BLACK INTERIOR AND INSTALLED WHERE APPLICABLE. CONTRACTOR TO EXTERIOR. INCLUDE CONTRACTOR SERVICES TO ACCOMMODATE WINDOW TESTING, IN PLACE, FOR 6 WINDOWS (MIN.) SWING DOORS REMOVE AND REINSTALL EXISTING SWING DOORS REUSE EXISTING 06 20 00 FINISH CARPENTRY; 4/W2.2, 5/W2.2, 6/W2.2, AT UNIT ENTRIES FOLLOWING DOOR PAN 07 62 00 SHEET METAL FLASHING; 7/W2,2, 8/W2.2, 7/W2.3, PLACEMENT. REMOVE AND REINSTALL STORM 07 92 00 JOINT SEALANTS; 8/W2.3, 9/W2.3 DOORS AND MAIL ROOM DOOR. 08 1113 STEEL DOORS FENESTRATIONS (WINDOWS AND REMOVE AND REPLACE COMMUNITY ROOM DOOR THERMA TRU FULL LITE FLUSH DOORS) F2 BASE SCOPE GLAZED S2000 REMOVE AND REPLACE DOOR AND FRAME AT TRU DOOR FLUSH STORAGE UNDER BUILDING E, KEY ROOM AT COMMERICAL HOLLOW METAL BUILDING C AND DOOR NEAR ELEVATORS ON B DOOR AND FRAME, MATCH EXISTING LOCKING SLIDING GLASS DOORS REMOVE AND DISPOSE OF ALL SLIDING GLASS PER SPECS 06 20 00 FINISH CARPENTRY; SHEET W2.1, 1/W2.2, DOORS. INSTALL ALL DOORS IN METAL PANS 07 62 00 SHEET METAL FLASHING; 2/W2.2, 9/W2.2, 1/W2.3, INTEGRATED WITH DECK SYSTEM. MODIFY MATCH EXISTING SIZE AND 07 92 00 JOINT SEALANTS; 2/W2.3, 7/W2.3, 8/W2.3, INTERIOR TRIM/SURROUNDS AS NEEDED TO OPERATION PROVIDED THAT 08 53 13 VINYL WINDOWS AND 9/W2 3 F3 BASE SCOPE ACCOMMODATE REQUIRED DETAILING. EGRESS REQUIREMENTS ARE DOORS; CONTRACTOR TO INCLUDE CONTRACTOR SERVICES MET. MUST HAVE RATING OF TO ACCOMMODATE WINDOW TESTING, IN PLACE, LC35. PER SPECS. FOR 1 SGD (MIN.) F4 BASE SCOPE ELEVATOR ELEVATOR DOOR TO REMAIN. BUILDING B ONLY NA NA 3/W2.3, 3/W2.3 SCOPE OF WORK AND COMPONENT REPLACEMENT SCHEDULE - BOARDWALK OF EDMONDS ASSEMBLY KEYNOTE CATEGORY BUILDING ELEMENT DESCRIPTION OF WORK REPLACEMENT MATERIAL SPECIFICATION SECTION APPLICABLE DETAILS GENERAL SIDING - LAP REMOVE AND REPLACE ALL SIDING, WRB AND 9.25" (8" REVEAL )HARDIE 02 40 00 DEMOLITION AND SHEETS W3.1, W3.2 & SIDING PREFINISHED FLASHINGS. INSTALL NEW WRB AND RAINSCREEN CEDARMILL LAP SIDING MOISTURE DAMAGE; W3.3 SYSTEM. FINISED BY WOODTONE; SEE 07 46 46 FIBER CEMENT SIDING SPECS FOR THESE AND PREFINISHED; W1A BASE SCOPE ADDITIONAL MATERIALS 07 27 00 WEATHER RESISTIVE AIR BARRIERS; 07 62 00 SHEET METAL FLASHING; 07 92 00 JOINT SEALANTS; GENERAL SIDING - PANEL REMOVE AND REPLACE ALL SIDING, WRB AND HARDIE SMOOTH PANEL; SEE 02 40 00 DEMOLITION AND SHEETS W3.1, W3.2 & FLASHINGS. INSTALL NEW WRB AND RAINSCREEN SPECS FOR THESE AND MOISTURE DAMAGE; W3.3 SYSTEM ADDITIONAL MATERIALS. 07 46 46 FIBER CEMENT SIDING; W1B BASE SCOPE 07 27 00 WEATHER RESISTIVE AIR BARRIERS; 07 62 00 SHEET METAL FLASHING; 07 92 00 JOINT SEALANTS; 09 20 00 GYPSUM BOARD GENERAL SIDING - LAP REMOVE AND REPLACE ALL SIDING, WRB AND 9.25" (8" REVEAL )HARDIE LAP 02 40 00 DEMOLITION AND SHEETS W3.1, W3.2 & SIDING FLASHINGS. INSTALL NEW WRB AND RAINSCREEN SIDING, CEDAR MILL FINISH; MOISTURE DAMAGE; W3.3 SYSTEM. SEE SPECS FOR THESE AND 07 46 46 FIBER CEMENT SIDING ADDITIONAL MATERIALS PREFINISHED; WIC BASE SCOPE 07 27 00 WEATHER RESISTIVE AIR BARRIERS; 07 62 00 SHEET METAL FLASHING; 07 92 00 JOINT SEALANTS; SHEATHING AND FRAMING PROVIDE ALLOWANCE TO REPLACE/REPAIR PER SPECS 06 10 00 ROUGH CARPENTRY NA NA ALLOWANCE REPAIRS EXTERIOR SHEATHING AND FRAMING. INSIDE CORNER TRIM REMOVE AND REPLACE INSIDE CORNER TRIM. TAMLYN BASIC INSIDE CORNER 07 46 46 FIBER CEMENT SIDING 4/W3.1 ("W" METAL) FOR ALL W2 BASE SCOPE INTERIOR CORNERS OF FIBER WALLS CEMENT SIDING OUTSIDE CORNER TRIM REMOVE AND REPLACE OUTSIDE CORNER TRIM. 2"x4" CLEAR FINGER -JOINT 07 46 46 FIBER CEMENT SIDING 3/W3.1 W3 BASE SCOPE PRE -PRIMED S1S2E CEDAR WINDOW, DOOR, & SGD REMOVE AND REPLACE ALL TRIM AND HEAD 2x4" CLEAR FINGER -JOINT 07 46 46 FIBER CEMENT SIDING 1/W2.2, 2/W2.2, 3/W2.2, TRIM METAL FLASHINGS. PRE -PRIMED S1S2E CEDAR W/ 4/W2.2, 5/W2.2, 9/W2.2, W4 BASE SCOPE 3/8" MIN. SEALANT JOINT 3/W2.3, 4/W2.3, 5/W2.3, BETWEEN TRIM AND FRAME 6/W2.3, 7/W2.3 BASE OF WALL ADD BASE OF WALL FLASHING AT ALL LOCATIONS. PER SPECS AND DETAILS 07 62 00 SHEETMETAL FLASHING 5/W3.1, 6/W3.1, 7/W3.1, SEE DETAILS FOR VARIOUS CONFIGURATIONS. 8/W3.1, 9/W3.1 INTEGRATE W/ DECK SYSTEMS WHERE W5 BASE SCOPE APPLICABLE. MAINTAIN 6" SEPARATION BETWEEN ALL CLADDING AND GRADE AND 2" SEPARATION BETWEEN ALL CLADDING AND HARDSCAPE. TOP OF WALL PROVIDE GAP AT TOP OF WALL TO VENTILATE RAIN PER SPECS AND DETAILS 07 46 46 FIBER CEMENT SIDING 5/W3.2, W6 BASE SCOPE SCREEN. PROVIDE CONTINUOUS BUG SCREEN AND 07 62 00 SHEET METAL FLASHING COVER WITH FLASHING. PENETRATIONS CONTRACTOR TO DETACH AND RESET ALL PER SPECS AND DETAILS 06 10 00 ROUGH CARPENTRY; 1/W4.1, 2/W4.1, 3/W4.1, ELECTRICAL OUTLETS, SWITCHES, BOXES, 07 62 00 SHEET METAL FLASHING; 4/W2.2, 5/W4.2, 6/W4.2, SATELLITE DISHES, PHONE/CABLE WIRING AND 08 90 00 LOUVERS AND VENTS 7/W4.2, 8/W4.H37:137 OTHER DEVICES NECESSARY TO COMPLETE THE W7 BASE SCOPE SIDING WORK. SERVICES NO LONGER IN USE SHALL BE PERMANENTLY REMOVED RATHER THAN RESET. REPLACE ALL HVAC HOODS WITH FLANGED VENTS AND TIGHT -LINE TO DUCTS. REMOVE AND REPLACE ALL LOUVERED VENTS. INSTALL ON MOUNTING BLOCK. FASCIA TRIM/BELLY BAND INSTALL NEW TRIM AND HEAD FLASHING PER 2" x 10" CLEAR FINGER -JOINT 07 46 23 WOOD SIDING 7/W3.2 W8 BASE SCOPE ELEVATIONS. HEAD FLASHING TO HAVE END DAMS PRE -PRIMED S1S2E CEDAR WHERE BELLY BAND MEETS UP WITH WINDOW JAMB TRIM AND OUTSIDE CORNER TRIM. Ilk fill fill Copyright © 2022 All rights reserved. J2 Building Consultants, Inc. 8425 44117 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 r )� U ��:'. 39655 q. �o�, `��'GISTERE9 �ssIONAL �1yr'1 EXPIRES: 3 21 2024 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date RECEIVED Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: SCOPE OF WORK SCHEDULE Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: AO ■ 2 0152101 SCOPE OF WORK AND COMPONENT REPLACEMENT SCHEDULE - BOARDWALK OF EDMONDS ASSEMBLY KEYNOTE CATEGORY BUILDING ELEMENT DESCRIPTION OF WORK REPLACEMENT MATERIAL SPECIFICATION SECTION APPLICABLE DETAILS PRIVATE DECKS REMOVE AND REPLACE ALL DECK COATINGS, ASSUME "LIKE FOR LIKE" 02 40 00 DEMOLITION AND 1/W4.1, 2/W4.1, 3/W4.1, FLASHINGS AND SHEATHINGS. INSTALL NEW ACX FRAMING CONFIGURATION. MOISTURE DAMAGE; 4/W2.2, 5/W4.2, 6/W4.2, D1 BASE SCOPE PLYWOOD (SLOPE TO DRAIN), NEW DECK USE ALL P.T. LUMBER 07 18 16 PEDESTRIAN TRAFFIC 7/W4.2, 8/W4.2 COATINGS AND FLASHINGS. COATING; 07 62 00 SHEET METAL FLASHING PRIVATE DECK REMOVE EXISTING FRAMED GUARDRAILS AT ALL DOUBLE TOP RAIL PICKET, 02 40 00 DEMOLITION AND 2/W4.1, 3/W4.1 D2 BASE SCOPE GUARDRAILS & FRAMED PRIVATE DECKS. INSTALL NEW FASCIA MOUNT FASCIA MOUNT RAILINGS. MOISTURE DAMAGE; WALL ALUMINUM RAILING. ENGINEERING BY OTHERS. 05 52 13 PIPE AND TUBE RAILINGS PRIVATE DECK SOFFITS REMOVE AND DISPOSE OF PAINTED PLYWOOD PER SPECS 02 40 00 DEMOLITION AND 1/W4.1, 2/W4.1, 3/W4.1, SOFFITS. INSTALL NEW EXTERIOR GWB SOFFITS MOISTURE DAMAGE; D3 BASE SCOPE AND SKIM COAT, INSTALL CONTINUOUS STRIP 09 29 00 GYPSUM BOARD VENTS TO ALLOW CROSS VENTILATION AT EACH ASSEMBLIES; JOIST BAY. 09 90 00 EXTERIOR PAINTING PRIVATE DECK POSTS REMOVE EXISTING SIDING AND WRB. INSTALL HARDIE SMOOTH PANEL; 02 40 00 DEMOLITION AND 7/W4.1, 9/W4.1, 3/W4.2 NEW WRB, TRIM, FLASHINGS, SADDLES AND TAMLYN LOW PROFILE MOISTURE DAMAGE; SIDING PER DESIGN DOCS. OUTSIDE CORNER; SEE SPECS 07 27 00 WEATHER RESISTIVE AIR FOR ADDITIONAL MATERIALS. BARRIERS; D4 BASE SCOPE 07 46 46 FIBER CEMENT SIDING; 07 62 00 SHEET METAL FLASHING; 07 92 00 JOINT SEALANTS; 09 90 00 EXTERIOR PAINTING WALKWAY AND STAIR REMOVE AND REPLACE ALL DECK COATING, PER SPECS; VENT PER 02 40 00 DEMOLITION AND 4/W4.1, 5/W4.1, 1/W4.2, LANDING SURFACE FLASHINGS AND SHEATHING. INSTALL NEW SPECIFICATIONS MOISTURE DAMAGE; 3/W4.2, 4/W3.2, 5/W4.2, SHEATHING, FLASHINGS, SADDLES AND 06 10 00 ROUGH CARPENTRY; 6/W4.2, 7/W4.2, 8/W4.2 PEDESTRIAN TRAFFIC COATING. SHIM DECK 07 18 16 PEDESTRIAN TRAFFIC D5 BASE SCOPE SHEATHING TO DRAIN TO OUTER EDGE OF COATING; WALKWAYS. REMOVE EXISTING SURFACE DRAINS. 07 62 00 SHEET METAL FLASHING REMOVE AND DISPOSE OF GUTTERS. NO WALKWAYS AT BUILDING E. WALKWAY & STAIR REMOVE AND DISPOSE OF EXISTING GUARDRAILS. PER SPECS. DOUBLE TOP RAIL 05 52 13 PIPE AND TUBE RAILINGS; 3/W4.3, 4/W4.3 GUARDRAILS/HANDRAILS INSTALL NEW FASCIA MOUNT GUARDRAILS PER PICKET, FASCIA MOUNT DESIGN DOCS. HANDRAILS TO BE INSTALLED ON RAILINGS. ENGINEERING BY D6 BASE SCOPE BOTH SIDES OF STAIRS/RAMPS. INSTALL NEW OTHERS. HANDRAILS AT CONCRETE STAIRS BETWEEN BUILDING C&D. WALKWAY SOFFITS REMOVE AND DISPOSE OF PAINTED PLYWOOD 5/8" TYPE X GWB, 07 42 93 SOFFIT PANELS 4/W4.1, 5/W4.1 AND VINYL SOFFITS. INSTALL NEW TYPE X GWB VENT PER SPECIFICATIONS 09 29 00 GYPSUM BOARD D7 BASE SCOPE AND SKIM COAT. INSTALL CONTINUOUS STRIP ASSEMBLIES VENTS TO ALLOW CROSS VENTILATION AT EACH JOIST BAY. NO WALKWAYS AT BUILDING E. WALKWAY POSTS AND REMOVE AND REPLACE WALKWAY POST AND HARDIE SMOOTH PANEL; 06 10 00 ROUGH CARPENTRY 6/W4.1, 7/W4.1, 8/W4.1, DECKS, BEAMS BEAMS PER STRUCTURAL DRAWINGS. INSTALL TAMLYN LOW PROFILE 07 27 00 WEATHER RESISTIVE AIR 9/W4.1, 3/W.2 WALKWAYS & NEW WRB, FLASHINGS AND TRIM PER DESIGN OUTSIDE CORNER; SEE SPECS BARRIERS; STAIRS D8 BASE SCOPE DOCS. NO WALKWAYS AT BUILDING E. FOR ADDITIONAL MATERIALS. 07 46 46 FIBER CEMENT SIDING; 07 62 00 SHEET METAL FLASHING; 07 92 00 JOINT SEALANTS; 09 90 00 EXTERIOR PAINTING ENCLOSED STAIRS REMOVE EXISTING DECK COATING. INSTALL NEW PER SPECS 02 40 00 DEMOLITION AND 9/W4.2, 1/W4.3, 2/W4.3 TRIM AT FACE OF STAIRS AND INSTALL BASE OF MOISTURE DAMAGE; WALL FLASHINGS AND SADDLES PER DETAILS. NO 06 10 00 ROUGH CARPENTRY; D9 BASE SCOPE STAIRS AT BUILDING E. NO ENCLOSED STAIRS AT 07 18 16 PEDESTRIAN TRAFFIC BUILDING C OR D. COATING; 07 62 00 SHEET METAL FLASHING STAIRS REMOVE AND DISPOSE OF EXISTING STAIR TREADS. PER SPECS 02 40 00 DEMOLITION AND 3/W4.3, 4/W4.3, 5/W4.3 INSTALL NEW CONCRETE STAIR TREADS. REMOVE MOISTURE DAMAGE; D10 BASE SCOPE AND REPLACE EXISTING STAIR STRINGERS PER 03 48 19 PRECAST CONCRETE STAIR STRUCTURAL. NO STAIRS AT BUILDING E. TREADS; 06 10 00 ROUGH CARPENTRY STAIR LANDING SOFFITS INSTALL NEW TYPE X GWB AND SKIM COAT. 5/8" TYPE X GWB 07 42 93 SOFFIT PANELS 1/W4.2 D11 BASE SCOPE INSTALL CONTINUOUS STRIP VENTS TO ALLOW PER SPECS, VENT PER 09 29 00 GYPSUM BOARD CROSS VENTILATION AT EACH JOIST BAY. NO SPECIFICATIONS ASSEMBLIES STAIRS AT BUILDING E. STAIR POST AND BEAMS REMOVE AND REPLACE STAIR POST AND BEAMS HARDIE SMOOTH PANEL; 06 10 00 ROUGH CARPENTRY 7/W4.1, 8/W4.1, 9/W4.1 PER STRUCTURAL DRAWINGS. INSTALL NEW WRB, TAMLYN LOW PROFILE 07 27 00 WEATHER RESISTIVE AIR FLASHINGS AND TRIM PER DESIGN DOCS. INSTALL OUTSIDE CORNER; SEE SPECS BARRIERS; D12 BASE SCOPE NEW POST CAP AT STAIR POSTS. NO STAIRS AT FOR ADDITIONAL MATERIALS. 07 46 46 FIBER CEMENT SIDING; BUILDING E. 07 62 00 SHEET METAL FLASHING; 07 92 00 JOINT SEALANTS; 09 90 00 EXTERIOR PAINTING COMMON DECK REMOVE EXISTING TORCH DOWN ROOFING PMMA (OR SIMILAR), VENT PER 02 40 00 DEMOLITION AND 1/W4.1, 2/W4.1, 3/W4.1, MATERIAL, FLASHINGS, SADDLES AND FASCIA SPECIFICATIONS MOISTURE DAMAGE; 4/W4.2, 5/W4.2, 6/W4.2, D13 BASE SCOPE TRIM. INSTALL NEW ACX AND CDX PLYWOOD, 07 18 16 COLD FLUID APPLIED 7/W4.2, 8/W4.2 PEDESTRIAN TRAFFIC COATING AND FLASHINGS MEMBRANE; AND NEW FASCIA TRIM AT DECK EDGE. BUILDING 07 46 46 FIBER CEMENT SIDING; A ONLY 07 62 00 SHEET METAL FLASHING COMMON DECK SLOPING PROVIDE ALLOWANCE TO ENSURE SLOPE TO PER SPECS NA 2/W4.2 D14 ALLOWANCE DRAINS. ASSUME 200 SF AT EACH DRAIN. BUILDING A ONLY. COMMON DECK SOFFIT INSTALL NEW 5/8" TYPE X GWB AND SKIM COAT. 5/8" TYPE X GWB OR EQ. 09 29 00 GYPSUM BOARD 1/W4.1, 2/W4.1, 3/W4.1 USE FIRE CAULKING AROUND ALL SOFFIT ASSEMBLIES D15 BASE SCOPE PENETRATIONS. INSTALL CONTINUOUS SOFFIT VENTS AS REQUIRED. BUILDING A ONLY. COMMON DECK REMOVE, PREP, REPOWDER COAT AND REINSTALL POWDER COAT TO MATCH NA NA D16 BASE SCOPE GUARDRAILS EXISTING GUARDRAILS. BUILDING A ONLY. NEW GUARDRAILS AT WALKWAYS. POST AND BEAMS REMOVE AND REPLACE POSTS AND BEAMS AT ALL PER STRUCTURAL DRAWINGS 06 10 00 ROUGH CARPENTRY SHEET S0.1, S1.1-S1.8, NA BASE SCOPE WALKWAYS. REFER TO STRUCTURAL PLANS. NO S2.1, S2.2, S2.3 POST OR BEAM REPLACEMENT AT BUILDING E. STRUCTURAL SHEAR WALLS CONTRACTOR TO VERIFY SHEAR WALL NA NA SHEET S1.8 - S1.14 NA BASE SCOPE COMPONENTS MEET SHEAR WALL TABLES. NOTIFY J2 IF ASSEMBLY COMPONENTS VARY. PAINT NEW TRIM TO BE PRE -PRIMED; FIELD PRIME AND PER SPECS 07 46 46 FIBER CEMENT SIDING NA PAINT ALL CUTS. APPLY 2 COATS OF PREMIUM 09 90 00 EXTERIOR PAINTING EXTERIOR ACRYLIC LATEX PAINT TO ALL NEW SIDING, TRIM AND ALL OTHER EXISTING PAINTED SURFACES INCLUDING SWING DOORS. SIDING NA BASE SCOPE TYPE W1A COMES PREFINISHED. TRIM AT W1a SIDING TO BE PAINTED A CORRESPONDING COLOR TO W1A SIDING. ASSUME 1 BODY COLOR FOR PANEL SIDING AND LAP SIDING, AND 2 TRIM MISCELLANEOUS COLORS. ADDRESS NUMBERS EXISTING BUILDING ADDESS NUMBERS TO BE NA NA NA NA ALLOWANCE REMOVED AND REPLACED. ASSUME $400 PER BUILDING SIGN AND $150 PER UNIT NUMBER EXTERIOR LIGHTING ALL EXTERIOR UNIT LIGHT FIXTURES AT DECKS AND NA NA NA ENTRIES, STAIRS AND WALKWAYS TO REMOVED NA ALLOWANCE AND REPLACED. EXISTING SITE AND SECURITY LIGHTING TO BE REMOVED AND REINSTALLED. ASSUME $250/FIXTURE Ilk 7171 7171 Copyright © 2022 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 PA of was �o r )� U ��:'. 39655 q. �o�, `��'GISTERE9 �ssIONAL �1yr'1 EXPIRES: 3 21 2024 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date RECEIVED Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: SCOPE OF WORK SCHEDULE Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01/2022 A0.2A Job #: 0152101 WALL, DECK, & ROOF TYPES TAG TYPE ASSEMBLY DESCRIPTION NOTES • EXISTING CORRUGATED METAL ROOFING • EXISTING UNDERLAYMENT �' • EXISTING SHEATHING �' • EXISTING RAFTERS ROOF: �' �/ • EXISTING R-30 BATT INSULATION, FOIL FACED EdEXISTING CORRUGATED METAL �' • EXISTING 5/8" TYPE X INTERIOR GWB • EXISTING CORRUGATED METAL ROOFING • EXISTING UNDERLAYMENT • EXISTING SHEATHING ��'� • EXISTING RAFTERS EXISTING MANUFACTURED TRUSSES/RAFTERS '' • EXISTING R-30 BATT INSULATION, FOIL FACED EXISTING ROOF: �� EXISTING 5/8" INTERIOR GWB ROb CORRUGATED METAL �.�' • EXISTING TORCH DOWN MEMBRANE EXISTING UNDERLAYMENT • EXISTING SHEATHING • EXISTING RAFTERS EXISTING ROOF: SIBS • EXISTING MANUFACTURED TRUSSES/RAFTERS ROc (AT LARGE CRICKETS) • EXISTING R-30 BATT INSULATION, FOIL FACED 1i EXISTING 5/8" INTERIOR GWB • NEW ASPHALT SHINGLE ROOFING • 2 LAYERS OF UNDERLAYMENT REQUIRED FOR 2:12 • NEW UNDERLAYMENT AND 4:12. �' • EXISTING SHEATHING • AT LOW SLOPE SHINGLE ROOFS, VERIFY THAT EXISTING RAFTERS EXISTING ASSEMBLY IS FULLY INSULATED. �� ' • EXISTING R-30 BATT INSULATION, FOIL FACED CONSULTANT AND CONTRACTOR TO VERIFY AND PROPOSED ROOF: �� '�, p, EXISTING 5/8" INTERIOR GWB REVIEW DURING CONSTRUCTION. R1 ASPHALT SHINGLE ROOF • NEW ASPHALT SHINGLE ROOFING • NEW UNDERLAYMENT • EXISTING SHEATHING ��'� • EXISTING RAFTERS �� '� • EXISTING MANUFACTURED TRUSSES/RAFTERS PROPOSED ROOF: �� EXISTING R-30 BATT INSULATION R2 ASPHALT SHINGLE ,. , • EXISTING 5/8" INTERIOR GWB ROOF ' • NEW 60 MIL EPDM MEMBRANE FULLY ADHERED • NEW COVERBOARD NEW TAPERED RIGID INSULATION (I" : V-0" -- -- -- -- -- -- -- -- -- -- - SLOPE) PROPOSED ROOF: NEW SELF ADHERED UNDERLAYMENT R3 EPDM (AT LARGE • EXISTING SHEATHING CRICKETS) 1 • EXISTING RAFTERS • EXISTING MANUFACTURED TRUSSES/RAFTERS • EXISTING R-30 BATT INSULATION • EXISTING 5/8" INTERIOR GWB • EXISTING INTERIOR 1/2" GYPSUM WALL BOARD • 1 HR RATED _ • EXISTING 2X FRAMING • EX. R-11 BATT INSULATION • EXISTING EXTERIOR 1/2" TYPE "X" GYPSUM WALL WOa EXISTING EXTERIOR WALL: BOARD AND BOARD • EXISTING WRB BATTEN • EXISTING 3/8" REDWOOD PLYWOOD SIDING AND BATTEN ------------------------- 16" • EXISTING INTERIOR 1/2" GYPSUM WALL BOARD • USE 1/2" TYPE "X" FIBERGLASS FACED GWB FOR • EXISTING 2X FRAMING SHEATHING REPLACEMENT MATERIAL • EX. R-11 BATT INSULATION • CONTRACTOR TO SUBMIT NAILING PATTERN • EXISTING EXTERIOR 1/2" TYPE "X" GYPSUM WALL DESIGN PER JAMES HARDIE TECHNICAL BULLETIN W1 PROPOSED EXTERIOR WALL: FIBER CEMENT BOARD • NEW WRB PER DESIGN DOCS 19 TO J2 FOR REVIEW & APPROVAL • 1 HR RATED LAP SIDING • NEW P.T. FURRING STRIPS PER DESIGN DOCS NEW FIBER CEMENT LAP SIDING -----------------o0 16" • EXISTING INTERIOR 1/2" GYPSUM WALL BOARD 0 USE 1/2" TYPE "X" FIBERGLASS FACED GWB FOR • EXISTING 2X FRAMING SHEATHING REPLACEMENT MATERIAL • EX. R-11 BATT INSULATION • CONTRACTOR TO SUBMIT NAILING PATTERN • EXISTING EXTERIOR 1/2" TYPE "X" GYPSUM WALL DESIGN PER JAMES HARDIE TECHNICAL BULLETIN W2 PROPOSED EXTERIOR WALL: FIBER CEMENT BOARD • NEW WRB PER DESIGN DOCS 19 TO J2 FOR REVIEW & APPROVAL • 1 HR RATED PANEL SIDING NEW P.T. FURRING STRIPS PER DESIGN DOCS - -------------------o • NEW FIBER CEMENT PANEL SIDING 16" • EXISTING INTERIOR 1/2" GYPSUM WALL BOARD 0 CONTRACTOR TO SUBMIT NAILING PATTERN • EXISTING 2X FRAMING DESIGN PER JAMES HARDIE TECHNICAL BULLETIN • EX. R-11 BATT INSULATION 19 TO J2 FOR REVIEW & APPROVAL • NEW 1/2" FIRE TREATED PLYWOOD • 1 HR RATED W3 PROPOSED EXTERIOR WALL: FIBER CEMENT X, • NEW WRB PER DESIGN DOCS • NEW P.T. FURRING STRIPS PER DESIGN DOCS • TO BE USED AT SHEAR WALL SW-5 ONLY PER ORIGINAL DRAWINGS LAP SIDING • NEW FIBER CEMENT LAP SIDING TAG TYPE ASSEMBLY DESCRIPTION NOTES 16" • EXISTING IKR 1/2" GYPSUM WALL BOARD • EXISTING 2X FRAMING 0 TO BE USED AT SHEAR WALL SW-5 ONLY PER ORIGINAL DRAWINGS • EX. R-11 BATT INSULATION • CONTRACTOR TO SUBMIT NAILING PATTERN • EXISTING EXTERIOR 1/2" TYPE "X" GYPSUM WALL DESIGN PER JAMES HARDIE TECHNICAL BULLETIN W4 PROPOSED EXTERIOR WALL: FIBER CEMENT BOARD • NEW WRB PER DESIGN DOCS 19 TO J2 FOR REVIEW & APPROVAL • 1 HR RATED PANEL SIDING NEW P.T. FURRING STRIPS PER DESIGN DOCS --------------------o • NEW FIBER CEMENT PANEL SIDING El EXISTING COLUMN: �\7 EXPOSED FRAMING • NEW FRAMING PER STRUCTURAL • CONTRACTOR TO INSPECT EXISTING POSTS AND • NEW WRB PER DESIGN DOCS NOTIFY CONSULT OF DAMAGE. --- 'r--- �i • NEW DRAINAGE MAT ASSUME TO REPLACE ALL DAMAGED MATERIAL W3 ElI PROPOSED COLUMN: l II-- I I I • NEW FIBER CEMENT PANEL "LIKE FOR LIKE" SIZE AND P.T. LUMBER. TRIM WRAP I I I I I I L------J • EXISTING SHEET MEMBRANE • NOT FIRE RATED DOA EXISTING WALKWAYS & PRIVATE DECKS: • EXISTING PLYWOOD SHEATHING • EXISTING 2X8 FRAMING • EXISTING VINYL SOFFIT _ _ _ _ _ _ _ --------------- SHEET MEMBRANE - - - - - - - - - - - - - - - DECKS & LANDINGS • NEW TRAFFIC COATING PER SPECS • CONTRACTOR TO INSPECT EXISTING DECKS AND • NEW 19/32" T&G ACX PLYWOOD NOTIFY CONSULT OF DAMAGE. - - - - - - - - - - - - - - - - PROPOSED • NEW 15/32" MIN. CDX PLYWOOD • ASSUME TO REPLACE ALL DAMAGED MATERIAL D1 WALKWAYS: -_ _ ___ • NEW OR EXISTING 2X8 FRAMING REPLACED AS NECESSARY (MUST BE PRESSURE TREATED) "LIKE FOR LIKE" SIZE AND P.T. LUMBER. 0 1-HR FIRE RATING (GA FILE NO. FC 5420) TRAFFIC COATED ___ ___ ___ ___ _ ___ - - - - - - - - - - - - - - - • NEW 5/8" TYPE X GWB • PROVIDE CROSS -VENTILATION AT ALL JOISTS DECKS & LANDINGS - - - - - - - - - - - SPACES EQUAL TO A/150. • NEW TRAFFIC COATING PER SPECS • CONTRACTOR TO INSPECT EXISTING DECKS AND D2 PROPOSED PRIVATE DECKS: • NEW 3/4" T&G ACX PLYWOOD • NEW OR EXISTING 2X8 FRAMING REPLACED AS NECESSARY (MUST BE PRESSURE TREATED) NEW 1/2" EXTERIOR GWB NOTIFY CONSULT OF DAMAGE. • ASSUME TO REPLACE ALL DAMAGED MATERIAL "LIKE FOR LIKE" SIZE AND P.T. LUMBER. • NON RATED TRAFFIC COATED • PROVIDE CROSS -VENTILATION AT ALL JOISTS SPACES EQUAL TO A/150. • EXISTING TORCHDOWN MEMBRANE • CONTRACTOR TO INSPECT EXISTING DECKS AND • EXISTING 3/4" CDX PLYWOOD SHEATHING NOTIFY CONSULT OF DAMAGE. EXISTING PARTY (ASSUMED, GC TO VERIFY) • NON RATED 7� DOB DECK: TORCHDOWN • EXISTING 2X8 FRAMING MEMBRANE • NEW TRAFFIC COATING PER SPECS • CONTRACTOR TO INSPECT EXISTING DECKS AND • NEW 19/32" T&G ACX PLYWOOD NOTIFY CONSULT OF DAMAGE. - - - - - - - - - - - - PROPOSED PARTY EXISTING MIN. CDX PLYWOOD (GC TO VERIFY) • ASSUME TO REPLACE ALL DAMAGED MATERIAL D3 DECK: -_ - - - - - 4" 0 EXISTING 2X FRAMING REPLACED AS NECESSARY (MUST BE PRESSURE TREATED) "LIKE FOR LIKE" SIZE AND P.T. LUMBER. 1-HR FIRE RATING (GA FILE NO. FC 5420) TRAFFIC COATED _ _-_ • NEW 5/8" TYPE X GWB SOFFIT • PROVIDE CROSS -VENTILATION AT ALL JOISTS DECKS & LANDINGS - - - - - - SPACES EQUAL TO A/150. **WINDOW SAFETY REQUIREMENTS 1) SAFETY GLAZING: SAFETY GLAZING REQUIRED AT THE FOLLOWING HAZARDOUS LOCATIONS: A. GLAZING INDOORS 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 THE 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: 3) 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. WHEN OPEN, WINDOW SHALL NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE. IF WINDOW OPENING CONTROL DEVIDCE IS USED, COMPLY WITH ASTM F 2090. 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 © 2022 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 2024 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. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED FOR TAKE OFF QUANTITIES. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date RECEIVED Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: WALL/DECK/ROOF TYPES Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: A0.3 0152101 ATTIC VENT CALCULATIONS BUILDING A PROPOSED NFVA AT PROPOSED NFVA ATTIC AREA ATTIC AREA (W) INTAKE (in) AT EXHAUST (in') APPROXIMATE NFVA RATIO AREA A (TYPICAL 385 212 212 1:131 FOR UNITS AT BUILDING A & B) GENERAL ROOFING NOTES: ROOF VENTING SHALL BE IN ACCORDANCE WITH IBC SECTION 1203.2 AND MANUFACTURERS' INSTRUCTIONS 1. PROVIDE VENTILATION OPENINGS FOR CROSS VENTILATION AT ALL ENCLOSED ATTIC SPACES. 2. OPENINGS SHALL BE PROTECTED AGAINST ENTRANCE OF RAIN, SNOW, INSECTS, AND ANIMALS. 3. ALL EXHAUST VENTS TO BE LOCATED 36" MIN. ABOVE ALL INTAKE VENTS. 4. AN AIR SPACE OF NOT LESS THAN 1" SHALL BE PROVIDED BETWEEN THE INSULATION AND ROOF SHEATHING. A. ENSURE BAFFLES ARE INSTALLED TO PROVIDE THIS CLEARANCE. 5. CORROSION RESISTANT WIRE, CLOTH, VINYL OR SIMILAR MATERIAL SHALL BE PROVIDED THAT HAVE MINIMUM OPENINGS OF 1/16" AND A MAXIMUM OF 1/4". 6. DO NOT LOCATE OPENINGS/ROOF VENTS IN EAVES OR ROOFS CLOSER THAN 4' AWAY FROM ATTIC FIRE WALLS, OR FIRE BARRIERS. 7. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150TH OF THE AREA OF THE SPACE VENTILATED A. EXCEPT THAT THE VENTILATING AREA CAN BE REDUCED TO 1/300 PROVIDED THAT BETWEEN 40 AND 50% OF THE VENTILATING AREA IS LOCATED AT THE RIDGE AND AT LEAST 3 FEET ABOVE THE INTAKE VENTS. 8. CONTRACTOR TO REMOVE AND PATCH ALL MIDWAY BOX VENTS UNLESS OTHERWISE NOTED 9. CONTRACTOR TO REVIEW CONDITION OF EXISTING SHEATHING AND NOTIFY CONSULTANT OF DAMAGE. 10. CONTRACTOR TO VERIFY CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ALL CHIMNEYS OR PENETRATIONS GREATER THAN 30" WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. 11. AT ALL HVAC & PLUMBING VENTS AT ROOF, ENSURE DUCTS ARE PROPERLY TIGHTLINED TO ROOF VENTS. IF HVAC & PLUMBING VENTS ARE FOUND EXHAUSTING INTO THE ATTIC OR SOFFIT, REROUTE INTO NEW ROOF PENETRATION AND TIGHTLINE DUCT TO NEW ROOF VENT. NOTE: ALL PLANS ARE CONCEPTUAL AND FOR DIAGRAMMATIC PURPOSES ONLY. DO NOT SCALE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. i I I I 1 I I I I I i I � I I I I I 1 I 1 t t I I I I I I I I 1 I 1 I I ' ' al ' al iI IIII AN III AS IhN N BUILDING A ROOF PLAN SCALE: NTS KEY: 0 = KEYNOTES - SEE SHEET A0.2 = SLOPE INDICATOR -- = EXISTING FIRE RATED WALL = NEW SKYLIGHT, TO REPLACE EXISTING = EXISTING CHIMNEY; CHIMNEY CAPS TO BE REPLACED = EXISTING GABLE VENT, TO REMOVE & REPLACE REFER TO VENT CALC TABLE FOR REQUIRED SIZE = APPROXIMATE LOCATION OF LOW SLOPE CRICKETS NOTE: LOCATIONS OF VENTS, SKYLIGHTS, AND DRAFT STOPS ARE APPROXIMATE. CONTRACTOR TO VERIFY IN FIELD J Copyright © 2022 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 2024 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date RECEIVED Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: ROOF PLAN Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: A 1.1 0152101 TYP. TYP. TYP. TYP. (R10X R5 ) I TYP.( R2 )— TYP. 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 Copyright © 2022 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 TYP. R14 TYP. R8 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 +*+** ...+ ++.. IF ... +*+*+ ... +++++ ++++++ +++++I + ++++ ... ... ... ++++ ......... Oil ++++++++++++++++++++ ..... ....... ........ ......... ... .... ......... ..... ... +++++ +++++ +++++ +++++ +++ ++ +++++ ..... .. El + .*JAI.*.*+++ I + +�++++++ + .+. .. +++ .... .... ........ ........ ......... ......... .... �7 71�+ +++++ +++++ ++++++.. +++++ +++++ +++ + ++.. +++ ....... I.; ... ........ ........ ...... ......... ........ ...... ......... ..... . ..... +++ ....... ...... 7-7 ++++++ .+++++ + ++++++++++ +++ �.++ BUILDING A NORTH ELEVATION SCALE: NTS BUILDING A EAST ELEVATION SCALE: NTS EM IIIIIIIIIIIIIIIIIIII N1 B TYP. NV TYP. �VV2TYP. °, 3 TYP. TYP. W5 TYP. 39655 q GISTY sv tb�ZsIONAL Ear' EXPIRES: 3 21 2024 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date RECEIVED Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: ELEVATIONS Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01/2022 A2.1 Job #: 0152101 TYF TYF TYF TYF TYF TYP BUILDING A SOUTH ELEVATION SCALE: NTS BUILDING A WEST ELEVATION SCALE: NTS 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 Copyright © 2022 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 39655 q GISTF9 �y1 ZssIONAL Ear' EXPIRES: 3 21 2024 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date RECEIVED Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: ELEVATIONS Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 A2.2 Job #: 0152101 GENERAL STRUCTURAL NOTES (NEW WORK): STRUCTURAL REMEDIATION GUIDELINES: INTENT: THE REMOVAL AND REPLACEMENT OF DAMAGED STRUCTURAL MEMBERS ONLY. THIS IS NOT A CODE UPGRADE, LATERAL FORCES REVIEW/DESIGN IS BEYOND THE SCOPE OF WORK. CODE: 2018 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS LOADS: FLOOR DEAD: 15 PSF SNOW: 25 PSF ROOF SNOW LOAD FLOOR LIVE: 60 PSF PRIVATE DECKS (100 PSF CORRIDORS AND EXITS) SEISMIC: N/A WIND: N/A 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,16" 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 14. FIELD TREATMENT: ALL CUTS, HOLES, AND INJURIES SUCH AS ABRASIONS OR REMOVAL OF NAILS AND SPIKES OR OTHER DAMAGE TO THE TREATED ZONE SHALL BE FIELD TREATED WITH A WOOD PRESERVATIVE THAT MEETS AWPA STANDARD M4. APPLY TREATMENT PER MANUFACTURERS INSTRUCTIONS. 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 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. 7. CONTRACTOR SHALL COORDINATE WITH OWNER'S SPECIAL INSPECTOR FOR ANY INSPECTION REQUIRED BY VARIOUS CODES OR MANUFACTURER'S REQUIREMENTS. THIS INCLUDES BUT IS NOT LIMITED TO: EPDXY ANCHOR INSTALLATION, STEEL FABRICATION INSTALLATION, CONCRETE & REBAR PLACEMENT AND OTHERS AS REQUIRED. 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 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: %" 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. Z" (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 %" DIAMETER @ 6' O.C.. FOR RETRO-FIT ANCHORS, USE MECHANICALLY GALVANIZED %Z"x6-1/2" 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. 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 z z N N i WE 3 1/2'�* 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 I 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. EX. WALL FRAMING - - • - ; -•- - • -- • 2x FLAT BLOCKING /_1919101:EVA9_1§I: ISTMI&I _ ON19 THICKNESS AND RATING • AS EXISTING PANELS. • INSTALL PANELS HORIZONTALLY IF H=4' OR = i LESS AND VERTICALLY IF H>4'. ` I PERIMETER OF CUT-OUT SHEAR PANEL _97. - - - - �- OK FOR PANEL BUTT JOINT TO II ' EX. AB. OR ADD NEW AB.`t-- P.T. SILL W/ CAPILLARY BREAK BE NAILED TO SINGLE 2X IF PER ENGINEERS BETWEEN SILL AND CONCRETE FASTENER SPACING IS 3" OR RECOMMENDATIONS MORE. SHEATHING REPAIR o 4" 8" 1' 18" SCALE: NTS fill fill Copyright © 2022 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 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: STRUCTURAL NOTES Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: S0.1 0152101 NEW CONT. 6X6 PT POST, TYP. NEW 6X10 LEDGER AT LANDING W/ W/ SIMPSON HUCQ610, TYP. EX. 2X10 PT JOISTS WITH NEW HU21OZ AS REQUIRED, TYP. MATCH EX. 0 v v MATCH EX. NEW 4X12 PT STRINGER, TYP. NEW CONCRETE STAIR TREAD, TYP. :RAMED WALL NEW CONCRETE STAIR TREAD, TN EX. FRAMED WALL EX. 2X10 PT JOISTS WITH NEW HU21OZ AS REQUIRED, TYP. NEW 6X10 LEDGER AT LANDING W/ W/ SIMPSON HUCQ610, TYP. EX. CONCRETE RETAINING WALL --/ BUILDING A 1ST FLOOR WALKWAY & STAIR FRAMING PLAN SCALE: NTS 12'-6" EX. (2) 2X8 JOISTS, TYP. W/ NEW SIMPSON HU48Z AS REQUIRED, TYP. EX. (2) 2X8 RIM JOISTS WITH NEW - SIMPSON HU48Z AS REQUIRED, -- - TYP. MATCH EX. —I - - - --------®------ - — - — ----------------------®-----------®---------®--- NEW 4X12 PT STRINGER, TYP. 5 NEW CONCRETE STAIR TREAD, TYP. NEW CONCRETE STAIR TREAD, TYP. NEW CONT. 6X6 PT POST, TYP. sz.1 NEW 6X10 PT, TYP TYP. NEW CONT. 6X6 PT POST, TYP. EX. 2X10 PT JOISTS WITH NEW HU21OZ AS REQUIRED, TYP. NEW 6X10 LEDGER AT LANDING W/ W/ SIMPSON HUCQ610, TYP. NEW 4X12 PT STRINGER, TYP. NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS NEW 4X12 PT � U � N C"' I- I�® E 4X12 PT I IMP— o NEW 6X10 LEDGER AT LANDING W/ W/ SIMPSON HUCQ610, TYP. NEW CONT 6X6 PT POST, TYP. 2 S1.3 EX. 2X10 PT JOISTS WITH NEW HU21OZ AS REQUIRED, TYP. BUILDING A 2ND AND 3RD FLOOR WALKWAY & STAIR FRAMING PLAN SCALE: NTS 8'-0" v v JEW 4X12 PT STRINGER, TYP 7777 7777 Copyright © 2022 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 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date I Description Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: BLDG. A PARTIAL FOUNDATION AND WALKWAY FRAMING PLANS Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: S1.1 0152101 MATCH EX. i 1 0 ti v v NEW 4X12 PT STRINGER, TYP EX. (2) 2X8 JOISTS, TYP. MATCH EX. EX. (2) 2X8 RIM JOISTS WITH NEW SIMPSON HU48Z AS REQUIRED, TYP. - - - - - - - - - - -- - - I - - - - - NEW CONCRETE STAIR TREAD, TYP. NEW CONCRETE STAIR TREAD, TYP. NEW 6X10 RIM JOISTS, TYP. NEW CONT. 6X6 PT POST, TYP. EX. 2X10 PT JOISTS WITH NEW HU210Z AS REQUIRED, TYP. NEW 6X10 LEDGER AT LANDING W/ W/ SIMPSON HUCQ610, TYP. NEW 4X12 PT STRINGER, TYP. NEW 6X10 LEDGER AT LANDING W/ W/ SIMPSON HUCQ610, TYP. NEW CONT. 6X6 PT POST, TYP EX. 2X10 PT JOISTS WITH NEW HU210Z AS REQUIRED, TYP BUILDING A 4TH FLOOR WALKWAY & STAIR FRAMING PLAN SCALE: NTS NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS NEW 4X12 PT g� _— W M E 4X12 PT I-Ao IInN �I I =-L------® 2 S1.3 8'-0" J Copyright © 2022 All rights reserved. J2 Building Consultants, Inc. 84254411 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 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: BLDG. A PARTIAL FOUNDATION AND WALKWAY FRAMING PLANS Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: S1.2 0152101 NEW STRINGERS PER PLANS NEW CONCRETE TREADS TYP. EX. 2X JOISTS W/ NEW SIMPSON HARDWARE PER PLANS CONT. PT POST PER PLANS, TYP. NEW PT RIM JOISTS, TYP. AT LANDING W/ SIMPSON HARDWARE PER PLANS, TYP. EX. CONCRETE WALL NEW PT RIM JOISTS, TYP. W/ SIMPSON HARDWARE PER PLANS _ 4TH FLOOR _ 0_ - EX. 2X8 JOISTS W/ NEW SIMPSON HU28Z AS REQUIRED, TYP. 3RD FLOOR _ NEW PT RIM JOISTS, TYP. W/ SIMPSON HARDWARE 4TH FLOOR EX. 2X8 JOISTS W/ NE HU28Z AS REQUIRED NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS :W STRINGERS PER PLANS :W CONCRETE TREADS TYP. :. 2X JOISTS W/ NEW SIMPSON �RDWARE PER PLANS :W 6X12 PT RIM JOISTS, 'P. W/ SIMPSON HUCQ612 :W CONT. PT POST PER PLANS, TYP. Copyright © 2022 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 ��s 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. 3RD FLOOR IVIIM I I Revisions: Date EX. CONCRETE WALL 2ND FLOOR II - - - - - - - - - Aug 08 2022 CITY OF EDMONDS 2ND FLOOR \\ ,,. � I Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: 1ST FLOOR 1ST FLOOR I I `— �" I STAIR SECTIONS BUILDING A WEST STAIR TOWER SECTION SCALE: NTS BUILDING A EAST STAIR TOWER SECTION SCALE: NTS Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: 0152101 PA►P.-`�1A4L, -SeZZ "P P'L-OQ L• F" - - - ---- --- - - - -----_--__ ------ - - -- _ _.- - - . . } - 6w 5 IVy n � 7 y I r r r-Lr'+�i�- f.`14�r, �r�' \� 41. Y.I G'-i. Y. Lt f. y/ ��'• . 7!`� GT`i``I. F''VT f X' G 'i..4 '� % ►7t'!gi /+ K .I V MIA N I "_1 F'1'" _ fz —fHL g�x—frz 7YP - A% AS ��t�-i' 95&-H t NO -sT�.f __ — - — f P Wes• * I I 2 x P 6I`#"T i-L . w/ _ . X TAvc-H TU.CA:I, TO O-A- M , W/ 1467 c-" (vf.-L Cd EA, ki Top or 60H6- J 4 ++lit .l..1 I� "A P -7 H �x� �-rura�. 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W/ s. r „ I jf.G`T I.#'` bid ve'W61. ` `' I 'rtG PL; I CA. WAY 60"r WA"f rtoT �. ll�fr'y `rim $'r�6, 5TRI1�� To 1 Z --Sid A.q•-Sri 7 _ . -_ -- -- - kil - GrtZ. TAP L J2! Copyright © 2022 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 MLILM (��''']]]]] S r 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Al Date I Description Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: ORIGINAL STRUCTURAL DRAWINGS, FOR REFERENCE ONLY Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: S 1.4 0152101 t P2"a 11- 0 1 1P2" a 1� 4 3 = i 0 11R6 . 1 0 4�50Tfm. 15M. WALL, W L.l°5 �' �+ f I A L. ----------- �j; I � rir- ramco sI/*LL rm G47S.. f t ri .3[ I G2UT/..) 101 ____ __ rA6 t, Or �iL,l - A�,boy1✓ , Ci� rLi.�{ I F�%p l...l.- .-- j .1^1 L 1 �T' lr!l.l9.. BH T 1 HG '�f IDC & .e V�:'', 4. db ..WUN12AF I Lt AN . 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S►�1� '� -* r_� r� w . v41 B -t4, I I I r I :. �,.�{> !� ;3I" ►rig wC3�' ��, k I'' dip{,fin moo. )e 14'F I=iG' r-'�{ �(a`i. 14Fu QI� p' I . �f G , +f iv - � ��4.t WI r� - PTA . �sV� - i� p'T� . V.r f _ t �i 3 ' C. f I - . l ✓ F ,ArY I s I -f _ ' ' 4 f L E L v a. '' _ _. �. . __ -•--- .--- --- `�-- ---- -- -- .-- - - - _.._ --- - ---- - - --- - - y _. r. tee;... ._J . .'r r .i r` 3 7H 16KE:4-I I' -der t)� :-: _'. ; 4' 1 F ; A, F,A OF 61..E 1. Ll�N o� 5)7tc; '+C4 E - y . i . , i . �r_T� T� I" - - .. - - I ��- - - �'. 4__ _____..__-........_._.- ........ ..-_._.-.__--_._.,. . - ---,--,-,r_,,.�.. ._,-_.- ... �' ,.. ... ... _._._,. - -_- --- - --......_-... L ~ L.J I ,. It ". .- I r�L) i D _T 1 or`_l I�, I �` 2 0 A , ` 0__ _-THIGI_r1t-I I-D �,&,5 L)-Hm,l "PII -; rj6q'Lr.. Tn .1 �.r p,l -- r`; +� ' 1 f'Ljtid T",�.Pn WALL, E: s, 1 01IPL116U) oVtlr- �urlrlo T L I,JIN4 N "OLPOW N t2l REC.T4. ? + . .1 1 trr I;NT or L.iorf-'j L1! 1 1 �.%`�E ff- Al! HEI 'WALL ��\%_ IJNL, �� ']T ,P C�-'••HF.RW115F, �2�_Mh___, I _ ___ _ f UG _, ,... _ I � � I � ) Q , LI . I / Lr - I7 �r°ti3`�UL.I'�F .. - °�i� :+1 �r(A rI L., at� t•L�h-1r_�1b L W Lim 0� 9Fe1 Ff'rO,L, G�i'MT _ _ f•'IG+�•f r_. 1 *4- ex t & ye, ,oz . - •_--- Gla�.� , �7"3l 1rPtiG� � ti cj�.a9�:Ta V' -'AIN - - _. - - 1p�1 r- . 4 � W, at- r-07. MOTH p! I F.L C # __ ,_ - C,C71'-lT. k'fo#f�. F, ��,�t_;. +_ +�; � I pT*" >� - ~ I COM T Hoe-1� �F -T .� :T L _. �� T! iif`i 1 �`"'�. f . - 7. i. rr .1 - s f .i, ,., -�V-LIB u - ro 6,-67 _.. 4.r OF Co` 't 1 ¢�. 47' • !/ �i Iy -'' �„'' -"�'?` - &� { tq--ry 5 Ifs ate. 11'- E �°(� � `- ,7 d' 6",,z. I '- ' - � 1 ' p-'-.42 � & � V-C_ J z 0 UJ U z NW 0. UJ LL LU O LL ��1 �v!! V Z `< D. 0 J Q �z V 0 7 7 7 7 7777 - MEOW J? Copyright © 2022 All rights reserved. J2 Building Consultants, Inc. 8425 44th Ave W Mukilteo, WA 98275 Tel 425.774.5600 Fax 425.774.5661 www. J2Consul tants. 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 ' . _ r A i i i�:"� , _I �- S �� Y zpz 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date Aug 08 2022 CITY OF EDMONDS Project Title: -- - BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: ORIGINAL STRUCTURAL DRAWINGS, FOR REFERENCE ONLY Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: S 1.5 0152101 Hd-TV HE4A�0610- I � 15�R,114, -To &MA..0 V4 &4,L IM"i � "�i � �•; I - -11-x4 (5;) 9�ml;, II r � r y r ,I I z H - 5Ian+. fa, 6W- I AI50VI�). f r�,'_oor_> 41 "T` fl ON !rllL �_IuP'_� rW XT fx l'� WAL .L.. � !- .5- 95 1 - l i f5 e 'el- 1-P tsW-t �OF- lI,,0^rD f5 N-H4 WAL Ut I &-"14 p CIO 1571_rno ,5 J 1106. --3 I .x � V ; I U I�? I TS 1O� HDT N 5T �,p v r '41 PART Y WA L., F.�CilO� v�f'.Lk. y Yf 4 -fix TY )0 Z-x4- VVI, 1'I,� 3� r A b To 'r H^-r �f L, �Zlj. Tt it '` v4i PL.3r I� S�!®LPz 4- (Z,x4epS"0.p- i4j I I)Zr, A9 .TOP Z5- F_.-A6? r¢ �� `tom } 3 ?-)C I z 7 ! F:�-':D 17 ,A�•t>e_A M *D 70 ME,- PFEPL�l e-) A L. Ca �,<}/v\ Hb -TO f5& -0- i]HD. AL.� �A Her WA t L_1_'D -10 C�e, Zv.4 Cr Ite Pa-Lx. Ir1(A I%LArl AND. -4) ,L,•i. aE-A#* li"I it VNkLl. •t� -70 !fir 0*4 F I-V f;�t-;e. r-IgAmt;` 64 rL.A%1-t br c?. V-L Pc 1OF-Afi0f-4 FLAHI b OHO, i r ! It f HA I L5 I V o. ,, yki LY�J till�r�r. ]Gs�' .5vvzPi' i 16ed e s ?IL lit IL i Iy I? I` �f�RTY 1r!VAW. I i- '- -- -r Cox Co G0 L.. 7Y-- hT P9A,r 70 (-QL, . ft tZ © W J4 i+ ,ALA, �.Y•i1�pT C� �_%T E,F I OF� WA .L. riA1L .Jol -)75 -TO 7. #-Co al ' NAILt 'TYP. (jI J f 0 A.I_.EU, E5EAA I A �_L, P±I`i WA+U-1b -TO 4? ALL- ?'Ar--rY w At Lt, --r0 2- I`Ov t� Or- 2x 4 &_ IV d:G• 1.7E-401 , J z 0 LLJ U z LLJ LL LLJ Of 0 LL 1 C) V z 0 Q z O J20 mw Copyright © 2022 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 . �7 S S 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: /N Date Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: ORIGINAL STRUCTURAL DRAWINGS, FOR REFERENCE ONLY Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: S .6 0152101 I, �E.- # 1 17:� EP6, �* tz. ol-i " - 'T 41e-7 rat-4. 5M.'TO iJt1LT Ct I.1Z dp 1 " 4�il a I it I `1 - 1 f�� j 4 J; y `�- S. s &K I ?. rL-LJ-'-VH "E -T Vq/ L.UZ10, u -�gix- i 61-118— Di,D VL tz,r-Pr-jz- /'_i� r-Apa Fzi%-A.�Ajlymf�la ,/4 rl- 4-A-I41" 1 epe-W -� 1 R L �,c u, IDHULT�Z :31zf. 4 Fbw. Trr _ I 0 L 1 ter. 60�t-V Of 4,06, I -Z,I "T 1 e-,%p 70r- 41 - ' i -7.f. � ONl wT 1� I E,7C7E.FI05 64LE{ -rQ MAv(, E-y_TE_r-1oF c:�,I.uf. _._.= �-., Y xl F,A. WAY f. ror[_. —71 �e* -e7 yy,� Z4015 VdA.Y r ----- ir I I F I �I p• �r�Rf Wd�l 1 ir-4` -1F." =IPI PIP�.r P74. W/o, `)�,GZIDI`I 4� J g>L✓<G op Jo1h'r6 Ft, -o M-111A. MP.t�K MATE.I�IAL NAILING O To ri- BELOW ('fOENA.IL..) 4P JOIh"1h (1`AG�H,Clilh) 7_6 OR I' &L4DUO G'rU I If-t,XT Iov : r"/O, Gw15 (i d fGbL61� HAILS Ca -1 ° o.c. to d L 1 D.G. it, d. a eMt` oc_ A' O° .O.G. 7W- :(b0-rH 4'A.r_e-.>) (UHCSI.oG KeY>?. hW-2 111TEt<IOI� ; m b" Gwb Ip-'rTe ole: IV, * 4' L d LtbLEF Na1L5 0 �" o.G. C�H� All &I)AG6, I'+P°LOH(e /uo" HEAD v14160J E -71".o.G. IV d B e0le 15HE,ATHIN(w vHr;> rl, GAL-V. a "'I"oz. CuHG) -- ,t>w_ffI Irl 1-: ewIEi <b LY.K FiD )K HAIt.1:7 4t 4" O. c. 4' D.a• Ito d & ' 's/"— 16 d ¢ 4 4 SW-q IH-rdwioIt1 4l0" 2+;w - EXTEIEIDIrb,, 1/2•* 4' (id GO'7--V MAILb o4"o.-- 'rII GlY"GE 04'WrI(A,Ihto" HE:A17 Itod @ 4" P.G. I&A 0 4W O.G. y,-"i �•G. G-frAA)1A 6HEA-THIHU PIAN&lp NT. Ga1.V.r+4"0.(.. (P3L-V) _ �.XTE.KIOIt: 3/8" PL-rwow hhtEA-THIWA- ONE.91Of, 4! 0 2'p0 O.G. {¢ /1,1. PANEL �' y �[�ioCKeD�NTEI� 5151� Ito d Ga ZI(t° na. 6d e 3° D.c. 2' 4' B.G. `J � O°PJLOGI�Ep° M�AHS ALL,.-Uht'.�UPPOF=TLtO I'AHEL EJiI�ES P>IAGKEtJ `N/Zx— LUMPSER W/HAILINGI APPU�p -TO AU- ?O bS, TOP 4 t c-1TOM PLAT�O t P�LtxtIIHG+. .O-ro-7oPftvJOEW/1'-AGF GRAiH P�1-�P1GUl./.F� �'ro 7'r Ucmn. . \./ HAIL PL-iVA109 OH F1.00le-b d'R'Iwr _r6 llnzX�-IHG OF JOI7"t^� I�Gow w/1z gow`;5 r- 1J Or- P-Pe.1. HAILIH 0 LOGP.TIOH-6 OF SH£A� `✓VALLh pFA� hTRUT J z 0 LLJ U z L L1 0L LL. LLJ L.L 0 LL I �U) V z I..L 0 J Q Z C� I..L O J? NOMEW Copyright © 2022 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 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Al Date I Description Aug 08 2022 CITY OF EDMONDS Protect Title: ___ ........ BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: ORIGINAL STRUCTURAL DRAWINGS, FOR REFERENCE ONLY Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: 51.7 0152101 X NOTE: @ SIM NO STAIR STRIN TREAT ALL CUT ENDS OF STF PER AWPA STANDARD M4 CONTRACTOR TO VERIFY CO AND PROVIDE SHOP DRAWIN HARDWARE PRIOR TO INSTAL STRINGER ATTACHMENT ANC WITH BEAM SIMPSON MSTA BEAM AND HANGER PER PLANS 0 UP - NOTE: CONTRACTOR TO VERIFY CONDITIONS AND PROVIDE SHOP DRAWINGS FOR HARDWARE PRIOR TO INSTALLATION FOR STRINGER ATTACHMENT AND ALIGNMENT WITH BEAM SIMPSON MSTA48ZMAX SIMPSON MSTA48ZMAX CONT. POST PER PLANS, TYP. SIMPSON CJT4ZMAX STAIR STRINGER PER PLANS 2'-0" TYP. 2'-0" TYP. 6X10 PT LANDING BEAM PER PLAN, TO REPLACE DAMAGED MEMBERS) TYP. SIMPSON HUCQ610ZMAX, TYP. 3 4 � S2.1 0 0 CV CV O b I 0I I 2'-0" TYP. 2'-0" TYP. JI SIMPSON MSTA48ZMAX SIMPSON MSTA48ZMAX 11 / S2.1 I DECK FRAMING -POST BASE I -. NITC 12 / S2.1 I I crAI'G- KITC NOTE: TREAT ALL CUT ENDS OF STRINGERS AS PER AWPA STANDARD M4 CONTRACTOR TO VERIFY CONDITIONS AND PROVIDE SHOP DRAWINGS FOR HARDWARE PRIOR TO INSTALLATION FOR STRINGER ATTACHMENT AND ALIGNMENT WITH BEAM SIMPSON HSLQ37-SDSHDG 3 / S2.1 ISTAIR STRINGER GER PER PLANS ;EAM PER PLANS 674 NOTE: TREAT ALL CUT ENDS OF STRINGERS AS PER AWPA STANDARD M4 CONTRACTOR TO VERIFY CONDITIONS AND PROVIDE SHOP DRAWINGS FOR HARDWARE PRIOR TO INSTALLATION FOR STRINGER ATTACHMENT AND ALIGNMENT WITH BEAM STAIR STRINGER PER PLANS 4 / S2.1 I STAIR STRINGER WS ALE: NTS 674 AL5 / S2.1 I BEAM TO POST CONNECTION 7777 7777 Copyright © 2022 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 2024 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date I Descri RECEIVED Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: STRUCTURAL DETAILS Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 Job #: S2.1 0152101 CONT. COLUMN PER PLANS 7771 J?Mmw I EX. WALL , EX. DOUBLE JOIST PER PLANS Copyright © 2022 All rights reserved. J2 Building Consultants, Inc. P.T. COLUMN PER STRUCTURAL PLANS 8425 44th Ave W o EX. POST BASE, GCTO CONFIRM CONDITION AND EX. JOISTS, TYP. TYPE Mukilteo, WA 98275 Te1425.774.5600 Fax 425.774.5661 EX. CONCRETE RETAINING WALL www.J2Consultants.com SIMPSON HUCQ610ZMAX, TYP. The undersigned has provided building BEAM PER PLANS enclosure documents that in my professional Q judgement are appropriate to satisfy the requirements of RCW 64.55.005 through Q 64.55.090 4 P 4 4 i 39655 Off, ��'01 TERE9 tiy41 �sSIONAL 2 CONT. POST PER PLANS VP SIMPSON DTT2Z ZMAX CENTER ON DOUBLE JOIST FT EXPIRES: 3 21 2024 S2.2 1 / S2.2 BEAM TO POST CONNECTION ID: 2 / S2.2 BEAM TO JOIST CONNECTION ID: 3 / S2.2 POST BASE ID:674 NOTES: SCALE: NTS SCALE: NTS SCALE: NTS 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF NOTE: TREAT ALL CUT ENDS OF STRINGERS AS N !' R x 8" x 24" HDG WITH BOLT HOLES AS SHOWN NOTE: ALL STEEL SIZING AND QUANTITIES OF ALL COMPONENTS. �, TO BE HDG PER AWPA STANDARD M4 A 2. MOCK UP REVIEW OF ALL 4" CYLINDER MAY NOT PASS THROUGH 4" HDG THREADED ROD AND FULL LENGTH EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 11"MIN. WASHER, TYP. 01 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED P.T. STAIR STRINGER & TREAD PER DESIGN DOCS. _ _ FOR TAKE OFF QUANTITIES. FIELD TREAT ALL CUT ENDS r T S2.2 0 0 a 4. THESE PLANS WERE PREPARED a a BASED ON THE INFORMATION O 0 0 O AVAILABLE AT THE TIME OF THEIR a 1-1/4" MAX '� FULL LENGTH PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN 0 0 REQUIRE DESIGN INTERPRETATIONS AND REVISIONS 0 o TO ACCOUNT FOR ACTUAL FIELD NEW CONCRETE STAIR TREAD PER DESIGN DOCS v CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING HDG METAL BRACKETS PER DESIGN DOCS FASTENED W/ CONSTRUCTION. IF J2 IS NOT (2) HDG 3/8" 00-1/2" LAG SCREWS EACH SIDE OF TREAD. RETAINED TO PERFORM THESE FULL LENGTH SIMPSON ECC TO FIT SERVICES, THESE PLANS SHALL VERIFY CLEARANCE W/ STAIR TREADS LANDING BEAM WELDED TO NOT BE RELIED UPON OR USED 0 0 NEW BENT R FOR ANY PURPOSE WITHOUT (2) NEW SIMPSON ABA POST BASES WRITTEN APPROVAL FROM J2. BEAM PER PLANS ° J-BOLT, EPDXY ANCHOR OR SIMPSON TITAN HD ° ° Fn BEND TO ACCEPT NEW BEAM 0 Revisions: SIMPSON CCQ66SD2.5ZMAX NEW OR EX. CONCRETE FOOTING -1 2 LANDING BEAM PER PLANS 3/8" BENT R X 2 12 X 24 O # Date Description POST PER PLANS N Z / -- M � L1 a VP v \J 4 / S2.2 BEAM TO POST CONNECTION ID: 5 / S2.2 STRINGER AT SLAB - ELEVATED POST BASE ID: 104 6 / S2.2 POST TO BEAM CONNECTION ID: SCALE: NTS SCALE: NTS SCALE: NTS RECEIVED 6'-0„ Aug 08 2022 SIMPSON CMST14ZMAX AS BEAM PER PLANS CITY OF EDMONDS SHOWN PER 6/S2.2 TYP. BEAM PER PLANS DEVELOPMENT SQ\/1Q.F.; DEPARTMENT Title: MiMMMMMMMMProject BOARDWALK SIMPSON MST48ZMAX CENTERED ON COLUMN EX. ROOF JOISTS d O F E D M O N D S w POST PER PLANS BUILDING ENVELOPE Z a='C REPAIR I S2.2 cnacn mC Sheet Title: cam' 0 (]r! c� I � a a- w m STRUCTURAL DETAILS EX. ROOF BEAM d - w N APPROPRIATE SIMPSON CONCEALED APPROPRIATE SIMPSON CONCEALED POST PER PLAN Scale: As Noted FLANGE HANGER. EACH CONDITION FLANGE HANGER. EACH CONDITION PERMIT SET DIFFERENT. CONTRACTOR TO FIELD VERIFY AND CONTACT ENGINEER DIFFERENT. CONTRACTOR TO FIELD VERIFY AND CONTACT ENGINEER c� v Drawn By: JMM POST PER PLANS SIMPSON HUCQ610ZMAX, TYP. VP Checked By: REP Issue Date: Sheet Number: 08/01 /2022 S2.2 Job #: 7 / S2.2 BEAM TO POST CONNECTION I°: 8 / S2.2 BEAM TO POST CONNECTION I°: 9 / S2.2 BEAM TO POST CONNECTION ID 0152101 NOTE: ALL STEEL EX. ROOF FRAMING 8" R x 8" x 24" HDG WITH TO BE HDG. CONT. POST PER PLANS BOLT HOLES AS SHOWN VERIFY SIMPSON H2.5 OR EQ EACH TRUSS TREAT ALL CUT BEAM PER PLANS ENDS OF FULL LENGTH EACH STUD RECEIVING AWNING 7 7 1 7 7 7 1 4" LAG BOLT AND WASHER, TYP. FULL LENGTH STRINGERS AS v VERIFY TRIPLE 2X4 STUDS AT AWNING ATTACHMENT: TOE NAIL EACH WITH a X4-1/2 PER AWPA POST PER PLANS CABLES OR ADD 4X8 BLOCKING SIMPSON SIDS STANDARD M4 2 CONTRACTOR TO 3/8" X 10 KERF R KNIFE PLATE ATTACHMENT PER MANUFACTURER CopyrigJ2 Building OOAll reserved. Consultants, Inc o V VERIFY CONDITIONS AND BEAM PER PLANS STRINGER PER PLANS FULL LENGTH FULL LENGTH PROVIDE SHOP DRAWINGS FOR co _ EX. HEADER 8425 44th Ave W HARDWARE � c� PREFABRICATED METAL AWNING BY Mukilteo, WA 98275 PRIOR TO OTHERS _ INSTALLATION I Fax 425.774.5661 `o BEAM PER PLANS FOR STRINGER I X Q www.J2Consultants.com ATTACHMENT AND ALIGNMENT The undersigned has provided building STRINGER PER PLANS WITH BEAM I o N z 3'-6" enclosure documents that in my professional FIELD VERIFY DIMENSIONS OF I judgement are appropriate to satisfy the PLATE PRIOR TO FABRICATION requirements of RCW 64.55.005 through SIMPSON ECC TO 64.55.090 FIT BEAM N ao 0 + o LEDGER OR KNIFE PLATE ATTACHMENT A jj O 2" 6" 2" PER MANUFACTURER F WA �O 4 O 3„ n LAG BOLT AND WASHER, TYP. EACH STUD RECEIVING AWNING ATTACHMENT: TOE NAIL EACH WITH a"X4-1/2" �, NOTE: CONTRACTOR TO VERIFY SIMPSON SIDS �E 39655 0 GISTER �ysv CONDITIONS AND PROVIDE SHOP DRAWINGS �YSIONAL FOR HARDWARE PRIOR TO INSTALLATION FOR STRINGER ATTACHMENT AND EXPIRES: 3 21 2024 BEAM PER PLANS 1 1/2" 1 1/2" ALIGNMENT WITH BEAM 1 / S2.3 BEAM TO POST CONNECTION AT STAIR STRINGER ID 2 / S2.3 BEAM TO POST CONNECTION AT STAIR STRINGER ID 3 / S2.3 WALL SECTION AT AWNING ID: NOTES: SCALE: NTS SCALE: NTS SCALE: NTS 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: # Date I Description RECEIVED Aug 08 2022 CITY OF EDMONDS DEVELOPM SERVICES ENT Project Title: DEPARTMENT BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: STRUCTURAL DETAILS Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 S 2.3 Job #: 0152101 z ROOFING ASSEMBLY PER DESIGN DOCS L, 2" MIN SPACE FROM ROOF SIDING PER DESIGN DOCS 1 7 1 7 TOP TO SIDING MATERIAL TYP. SHEATHING PER DESIGN DOCS DRAINAGE MEDIUM PER DESIGN DOCS `` `� UNDERLAYMENT PER DESIGN DOCS E WALL SHEATHING PER DESIGN DOCS N NEW OR EX. STEP FLASHING INTERWOVEN W/ 9" MIN. SAF TO EXTEND OVER EAVE BEHIND GUTTER •�, Copyright © 2022 All rights reserved. SHINGLES, 5" X 5" MIN. STEP FLASHING �• WRB PER DESIGN DOCS, APPLY SEALANT BETWEEN WRB AND SAF J2 Building Consultants, Inc. DRIP METAL TO EXTEND INTO GUTTER 1" MIN. PER DESIGN DOCS, NOTCH EDGE METAL AS REQUIRED FOR GUTTER ATTACHMENTS SAF PER DESIGN DOCS ROOFING AND UNDERLAYMENT PER DESIGN DOCS, UNDERLAYMENT TO ROLL UP WALL 8" i N z NEW OR EXISTING GUTTER PER DESIGN DOCS W/ GUTTER i' DRAINABLE INSECT PROOF STRIP PER DESIGN DOCS 8425 44th Ave W Mukilteo, WA 98275 ® SCREWS @ 24" O/C MAX Tel 425.774.5600 WEATHER RESISTIVE BARRIER OVER FLASHING W/ ' I PRE FINISHED METAL FLASHING W/HEMMED EDGE SET IN SEALANT Fax 425.774.5661 2" MIN. LAP. SEALANT BETWEEN WRB AND '; I GASKETED FASTENER PER DESIGN DOCS www.J2Consultants.com ROOFING UNDERLAYMENT i ' FASCIA PER DESIGN DOCS i ROOFING PER DESIGN DOCS The undersigned has provided building WALL SHEATHING PER DESIGN DOCS I% — BUG SCREEN PER DESIGN DOCS ' i ROOFING UNDERLAYMENT LAP 8 MIN UP WALL SURFACE enclosure documents that in my professional Ll i judgement are appropriate to satisfy the V PUNCH -LOCKED AND SEALED KICK OUT DIVERTER ' 3/8" DRAINAGE GAP SHEATHING PER DESIGN DOCS requirements of RCW 64.55.005 through 64.55.090 FLASHING INSERT UNDER NEW WRB ABOVE AND OVER NEW N ® WRB BELOW, DIVERTER TO EXTEND OUT 2" INTO GUTTER pA WAs 1" METAL TUCKED UNDER EAVE FLASHING AND 5 MIN.`� F 11 O SHINGLED INTO SAF AT WALL FLASHING WITH HEMMED DRIP EDGE PER DESIGN DOCSSao CZ"� 12" SAF BEHIND DIVERTER FLASHING INSTALLED IN MAINTAIN MIN 1/4" GAP BETWEEN T/0 SIDING &FURRING SHINGLE FASHION W/ WRB. BEND SAF OUT AROUND ` FASCIA AND COVER W/ "L" METAL SIDING PER DESIGN DOCS � �� 39655 DRAINAGE MEDIUM PER DESIGN DOCS �E o�� GISTEg WRB CONTINUOUS BEHIND FASCIA s?IONAL ® E� WRB PER DESIGN DOCS. PROVIDE CONTINUOUS SEALANT BEAD AT TERMINATION POINTS OF WRB FOR AIR BARRIER CONTINUITY EXPIRES: 3 21 2024 SHEATHING PER DESIGN DOCS 1 / W1.1 TROOF DIVERTER FLASHING - COMP ROOF W/ TYPICAL SIDING ID:5 2 / W1.1 ROOF EAVE NO OVERHANG - COMP ROOF/PANEL SIDING ID:9 3 / W1.1 ROOF APRON FLASHING - COMP ROOF/TYPICAL SIDING ID:66 NOTES: SCALE: NTS SCALE: NTS SCALE: NTS 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EX. ROOF SHEATHING, TYP SIZING AND QUANTITIES OF ALL OPTION: USE SELF -ADHERED UNDERLAYMENT INSTALLED OVER JAMBS COMPONENTS. ` UNDERLAYMENT PER DESIGN DOCS, TYP AND HEAD FLANGES AND PROPERTLY SHINGLE IN TO FIELD 2. MOCK UP REVIEW OF ALL UNDERLAYMENT EXTERIOR ASSEMBLIES ` ROOFING PER DESIGN DOCS ROOFING PER DESIGN DOCS REQUIRED BEFORE INSTALLATION. ` LOCATE ALL FASTENERS WITHIN 1/2" OF THE EDGE OF PREFINISHED 24 GA. GALV. STEEL SLIP COUNTERFLASHING. SECURE THE FLASHING 3. DRAWINGS ARE DIAGRAMMATIC TO EXISTING COUNTERFLASHING AS SHOWN USING FASTENERS O UNDERLAYMENT PER DESIGN DOCS ONLY AND ARE NOT TO BE USED .� APPROPRIATE FOR THE SUBSTRATE ENCOUNTERED. SECURE FOR TAKE OFF QUANTITIES. COUNTERFLASHING 12-INCHES O.C. MAX., AND WITHIN 2-INCHES OF O EACH END. / O BIB LAYER OF UNDERLAYMENT OVERLAPPING 4. THESE PLANS WERE PREPARED FLANGE 2" & TUCKED UNDER SEAM OF SHEATHING PER DESIGN DOCS BASED ON THE INFORMATION ��. SEALANT PER DESIGN DOCS UNDERLAYMENT ABOVE AVAILABLE AT THE TIME OF THEIR UNDERLAYMENT PRESTRIP FOR METAL TO WOOD SEPARATION PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN NOTE: SECURE TOP EDGE OF ROOF MEMBRANE PER DESIGN DOCS / STARTER COURSE W/ SEALING STRIP PER MANUFACTURER REQUIRE DESIGN FLASHING USING AN ALUMINUM N INTERPRETATIONS AND REVISIONS TERMINATION BAR SECURED L� FASTENERS AND 2 INCH PLATES, 12 INCHES O.C. MAX. PRE -FINISHED DRIP METAL TO BE INSTALLED ON PLYWOOD `: TO ACCOUNT FOR ACTUAL FIELD 12-INCHES O.C., MAX., AND WITHIN �� UNDER THE UNDERLAYMENT CONDITIONS. THEREFORE, FOR 2-INCHES OF EACH END. PRIOR TO THAT PURPOSE, J2 SHALL BE TERMINATION BAR INSTALLATION, RETAINED DURING INSTALL MANUFACTURERS �i,�, PROVIDE CONTINUOUS BEAD OF SEALANT UNDER ROOFING CONSTRUCTION. IF J2 IS NOT RECOMMENDED SEALANT BEHIND SHINGLES AT HEAD AND JAMBS RETAINED TO PERFORM THESE FLASHING WHERE TERMINATION SERVICES, THESE PLANS SHALL BAR WILL BE PLACED. SEAL TOP NOT BE RELIED UPON OR USED EDGE OF FLASHING AND '�i,L� CUT SHINGLES TO FIT AROUND FLASHING TO GUTTERS PER DESIGN DOCS FOR ANY PURPOSE WITHOUT TERMINATION BAR AFTER LEAVE A 1" CHANNEL WRITTEN APPROVAL FROM J2. INSTALLATION. __ _,__,__,__, _ __, —� TRIM PER DESIGN DOCS LEAD JACK OR PRE -FLASHED PLUMBING VENT FLASHING INSTALL INSIDE AND OUTSIDE Revisions: FLASHING CORNERS FOLLOWING THE RECOMMENDATIONS AND COVERBOARD PER MFR GASKETED FASTENERS AT EXPOSED LOCATIONS REQUIREMENTS OF THE ROOFING UNDERLAYMENT PER DESIGN DOCS A Date Description MEMBRANE MANUFACTURER. PROVIDE 7-JOINT COVERS" AT THE SOFFIT PER DESIGN DOCS OVER BASE OF THE CURB AT FLASHING REINFORCED PERIMETER FASTENING INTERMITTENT SEALANT 5/8" TYPE X GWB PIECE INTERSECTIONS. STRIP WITH FACTORY -LAMINATED SEAM TAPE. PRIME EPDM MEMBRANE PRIOR TO APPLICATION TO REINFORCED FASTENING STRIP. 4 W1.1 / TCOMPOSITION SHINGLE TO EPDM ID: 371 5 W1.1 / PIPE VENT FLASHING - COMP ROOF ID: 18 6 W1.1 / ROOF EAVE - COMP. ROOFING / TYPICAL SIDING WALKWAYS ID: 166 SCALE: NTS SCALE: NTS SCALE: NTS 2' PRESSURE -SENSITIVE OUTER SEAM FLASHING 9-INCH WIDTH. SEAL EDGES AS SHOWN AFTER ROOFING PER DESIGN DOCS RECEIVED COMPLETION OF WORK. Aug 08 2022 W-VALLEY PER DESIGN DOCS PREFINISHED 24 GA. GALV. STEEL ``" CITY OF EDMONDS FASCIA PIECE. SECURE FLANGE ` DEPARTMENT Project Title: CONTINUOUS SEALANT UNDER SHINGLES WITH NAILS 3-INCHES O.C. MAX. IN PRESSURE -SENSITIVE OUTER SEAM FLASHING - '`., UNDERLAYMENT PER DESIGN DOCS `��; ° EXTEND SHINGLE AT LEAST 12" BEYOND VALLEY CENTERLINE TWO STAGGERED ROWS (REFER TO 5-INCH OR 6-INCH WIDTH. 9" MIN. SAF, EXTEND SAF OVER EAVE �• '� DIAGRAM ABOVE). HOOK TO ROOFING UNDERLAYMENT PER DESIGN DOCS, CONTINUOUS 24" CONTINUOUS CLEAT AS SHOWN. NOTE: AT A MINIMUM, PROVIDE AN ADDITIONAL 6" �"�` DRIP METAL PER DESIGN DOCS ACROSS VALLEY WIDE REINFORCEMENT PIECE AT SHEET METAL •�.` BOARDWALK ° CENTER FULL WIDTH ROLL (36") OF UNDERLAYMENT PER DESIGN DOCS _ FASCIA JOINTS. REFER TO ROOFING MEMBRANE MANUFACTURER REQUIREMENTS FOR 0 F E D M 0 N D S ° _— -- ---ADDITIONAL REQUIREMENTS AND `V Z r RECOMMENDATIONS AT SHEET METAL FASCIA N i� I i FASTENERS AND SELANT PER ROOF MFR BUILDING ENVELOPE 01 COVER BOARD PER DESIGN DOCS i TRIM PER DESIGN DOCS i REPAIR TRIM OFF TOP CORNER OF SHINGLES = 0 ' i INSULATION PER DESIGN DOCS P.T. FURRING STRIP AS NEEDED i 0 TRIM PER DESIGN DOCS i i i Sheet Title: 0 i DRAINAGE MEDIUM PER DESIGN DOCS i� ROOFING PER DESIGN DOCS UNDERLAYMENT PER DESIGN DOCS 0 �7 i COVERBOARD PER DESIGN DOCS WEATHERIZATION BUG SCREEN PER DESIGN DOCS DETAILS -ROOF i i z INSULATION PER DESIGN DOCS N i 3l8" DRAINAGE GAP N UNDERLAYMENT PER DESIGN DOCS Scale: As Noted EX. SHEATHING SHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINE 2X FRAMING AND SHEATHING PER STRUCTURAL ' PERMIT SET Drawn By: JMM ' Checked By: REP SIDING PER DESIGN DOCS SHEATHING PER DESIGN DOCS Issue Date: Sheet Number: WRB PER DESIGN DOCS PRESSURE -SENSITIVE OUTER SEAM FLASHING - 5-INCH OR 6-INCH WIDTH. 08/01/2022 SHEATHING PER DESIGN DOCS FASTENERS PER ROOF MFR Job #: 7 / W1.1 OPEN CUT VALLEY - COMP ROOF ID: 14 8 / W1.1 VALLEY EDGE- EPDM ID:9 / W1.1 ROOF -TO -WALL AT GABLE - NO OVERHANG - COMP ROOF/PANEL SIDING ID: 10 0152101 ALE:NTS PRESSURE -SENSITIVE OUTER SEAM FLASHING - 5-INCH OR 6-INCH WIDTH. ROOFING PER DESIGN DOCS NEW 2X FRAMING, FRAME TO MAINTAIN 6" MIN. AT METAL CHIMNEY CAP PER DESIGN DOCS NOTE: AT A MINIMUM, PROVIDE AN ADDITIONAL 6" WIDE REINFORCEMENT ROOFING PER DESIGN DOCS UPSLOPE PIECE AT SHEET METAL FASCIA JOINTS. REFER TO ROOFING MEMBRANE HIGH TEMP BUTYL SAF MANUFACTURER REQUIREMENTS FOR ADDITIONAL REQUIREMENTS AND UNDERLAYMENT PER DESIGN DOCS TERMINATION BAR PER TYPE X GWB (OR SIM.) MATCH SIZE AND LAYER QUANTITY TO EX. 1 7 1 7 RECOMMENDATIONS AT SHEET METAL FASCIA JOINTS. DESIGN DOCS 1 4" SHIM AS REQUIRED REINFORCED PERIMETER PRESSURE -SENSITIVE OUTER SEAM z FASTENING STRIP WITH Copyright © 2022 All rights reserved. FLASHING - 9-INCH WIDTH. SEAL PREFINISHED 24 GA. -- -- -- -- — -- � FACTORY -LAMINATED SEAM PROVIDE CONTINUOUS BEAD OF SEALANT UNDER J2 BuildingConsultants, Inc. EDGES AS SHOWN AFTER GALV. STEEL FASCIA TAPE. PRIME EPDM 1" MIN COMPLETION OF WORK. PIECE. FABRICATE AS r ROOFING SHINGLES AT HEAD AND JAMBS MEMBRANE PRIOR TO SHOWN. SECURE APPLICATION TO UNDERLAYMENT FLANGE WITH NAILS "T" METAL DRIP EDGE INSTALLED OVER UNDERLAYMENT REINFORCED FASTENING PER DESIGN DOCS 8425 44th Ave W 3-INCHES O.C. MAX. IN _ STRIP. ROOFING PER Mukilteo, WA 98275 TWO STAGGEREDV TRIM PER DESIGN DOCS DESIGN DOCS Tel425.774.5600 Fax 425.774.5661 ROWS ; Im OVERFLOW 2" ABOVE I ROOFING PER DESIGN DOCS E ROOF DECK azas� MAINTAIN MIN 1/4" GAP BETWEEN T/O SIDING AND FURRING COVER BOARD PER DESIGN DOCS -�- -�-�- ' i ' `� � ROOFING PER DESIGN DOCS i SELF ADHERED www.J2Consultants.com The undersigned has provided building enclosure documents that in my COVER BOARD PER DESIGN DOCS TRIM PER DESIGN DOCS i �o 2 � UNDERLAYMENT PER professional judgement are appropriate to satisfy the INSULATION PER DESIGN DOCS _ Z i DESIGN DOCS requirements of RCW 64.55.005 through N 22 GA. MIN. METAL 64.55.090 UNDERLAYMENT PER DESIGN DOCS ;�. WRB PER DESIGN DOCS, : APPLY SEALANT AT WRB I i ��'� CRICKET PER DESIGN DOCS PA J ;I ' L� � - SHEATHING PER DESIGN DOCS TERMINATIONS, TYP. FLASHING WITH HEMMED DRIP EDGE PER DESIGN DOCS, MAINTAIN 1/4" GAP EXTEND CRICKET MIN 2" F WAS 3/8" DRAINAGE GAP EXISTING I BETWEEN TOP OF AND FACE OF SIDING FOR VENTILATION BEYOND CHASE SOFFIT PER DESIGN DOCS OVER ; STRUCTURE SIDING PER DESIGN DOCS i INSULATION PER DESIGN DOCS i ti o �v 5l8" TYPE X GWB v ; DRAINAGE MEDIUM PER DESIGN DOCS i WRB PER DESIGN DOCS, APPLY SEALANT AT ALL WRB r -----'--'— —--'--'J>< 39655 DOWNSPOUT PER TERMINATIONS�ECISTERE9 ' CAI DESIGN DOCS UNDERLAYMENT P R DESIGN ��SSIONAL ' SHEATHING PER DESIGN DOCS DOCS FASTENERS AND FASTENING TRIM PER DESIGN DOCS FLASHING WITH PLATE PER DESIGN DOCS -77 EXPIRES: 3 21 2024 HEMMED DRIP EDGE FIRE CAULK OR FIRE TAPE AND PER DESIGN DOCS SEAL SEAMS TYPICAL CRICKET PER ROOF MANUFACTURER'S RECOMMENDATIONS 1 / W1.2 COLLECTOR BOX - EPDM ID: 2/W1.2 ROOF -TO -WALL AT GABLE - NO OVERHANG - COMP ROOF/PANEL SIDING ID: 10 3/W1.2 CURB AT CHIMNEY CHASE ID: NOTES: SCALE: NTSSCALE: NTSSCALE: NTS 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. SKYLIGHT PER DESIGN DOCS SKYLIGHT PER DESIGN DOCS AIR SEAL W/ SEALANT OR SKYLIGHT PER DESIGN DOCS AIR -SEAL W/ SEALANT OR GASKET PER MFR 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE USED GASKET PER MANUFACTURER FOR TAKE OFF QUANTITIES. GASKETED FASTENERS GASKETED FASTENERS AIR -SEAL W/ SEALANT OR GASKET PER MFR 4. THESE PLANS WERE PREPARED NEW METAL STEP FLASHING BEYOND; FOLD OVER @SILL BASED ON THE INFORMATION ROOFING PER DESIGN DOCS GASKETED FASTENERS LE AT THE TIME SEALANT PER DESIGN DOCS NEW OR EX GWB OR WOOD TRIM PREPARATION. BUILDING r REMEDIATION PROJECTS OFTEN UNDERLAYMENT PER DESIGN DOCS �_ ONE-PIECE METAL SILL SADDLE REQUIRE DESIGN NEW OR EXISTING INT. GWB NEW OR EX. GWB OR WOOD TRIM GASKETED FASTENER PER MFR FLASHING OVER ROOF SHINGLES INTERPRETATIONS AND REVISIONS &WOOD TRIM 18 MIN• METAL -- PER DESIGN DOCS TO ACCOUNT FOR ACTUAL FIELD FLASHING RING NEW METAL STEP FLASHING, INTEGRATE ! CONDITIONS. THEREFORE, FOR WITH ROOFING THAT PURPOSE, J2 SHALL BE INTERMITTENT SEALANT RETAINED DURING -- -- -- -- —� `fl NEW OR EXISTING CURB BLOCKING i ROOFING PER DESIGN DOCS i CONSTRUCTION. IF J2 IS NOT -- -- _ —' NEW OR EX. INTERIOR GWB, ROOFING PER DESIGN DOCS RETAINED TO PERFORM THESE — -- _— -- —_ UNDERLAYMENT PER DESIGN DOCS i CUT BACK AS REQUIRED ► SERVICES, THESE PLANS SHALL i UNDERLAYMENT PER DESIGN DOCS NOT BE RELIED UPON OR USED UNDERLAYMENT UNDER CRICKET L _ FOR ANY PURPOSE WITHOUT _ NEW OR EX. CURB — WRITTEN APPROVAL FROM J2. SHEATHING PER DESIGN DOCS NEW OR EXISTING INTERIOR BLOCKING -- GYP SHEATHING; CUT BACK NEW OR EX. INTERIOR GWB, CUT ONE-PIECE 24GA SHEET METAL HEAD AS REQUIRED BACK AS REQUIRED Revisions: SADDLE FLASHING W/ CRICKET OVER ROOF UNDERLAYMENT ISOLATION LAYER SHEATHING PER DESIGN DOCS NEW OR EX. CURB BLOCKING SHEATHING PER DESIGN DOCS # Date Description 4 W1.2 / - SKYLIGHT HEAD LOW SLOPE ROOF COMP ROOF ID: 169 5 W1.2 / - SKYLIGHT JAMB COMP ROOF ID: 170 6 W1.2 / - SKYLIGHT SILL LOW SLOPE ROOF COMP ROOF ID: 171 SCALE:NTS SCALE: NTS SCALE: NTS OPTION: USE SELF -ADHERED UNDERLAYMENT RECEIVED INSTALLED OVER JAMBS AND HEAD FLANGES AND SELF ADHERING UNDERLAYMENT TO LAP OVER VENT PROPERLY SHINGLE IN TO FIELD UNDERLAYMENT HOOD FLANGE AT HEAD & TUCK UNDER SEAM OF Aug 08 2022 UNDERLAYMENT ABOVE CITY OF EDMONDS DEVELOPM ENT SERVICES PROVIDE CONTINUOUS BEAD OF SEALANT UNDER Project Title: DEPARTMENT ROOFING SHINGLES AT HEAD AND JAMBS EX. KITCHEN VENT HOOD, REMOVE AND BOARDWALK REINSTALL OF EDMONDS \ ROOFING PER DESIGN DOCS BUILDING ENVELOPE REPAIR INTERMITTENT SEALANT Sheet Title: UNDERLAYMENT PER DESIGN DOCS, TYP. WEATHERIZATION ROOF SHEATHING PER DESIGN DOCS DETAILS - ROOF Scale: As Noted PERMIT SET NEW OR EX. ATTIC INSULATION Drawn By: JMM Checked By: REP EX. FRAMING Issue Date: Sheet Number: 08/01 /2022 W1.2 Job#: 0152101 7 / W1.2 KITCHEN EXHAUST VENT VENT ID' 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 WALL ASSEMBLY 3. ALL INSTALLATIONS REQUIRE MOCK UP REVIEWS PRIOR TO INSTALLATION. 4. ALTERNATE INSTALLATION METHODS REQUIRE MOCK-UP REVIEW & WRITTEN APPROVALS PRIOR TO INSTALLATION. Copyright © 2022 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 ` "4 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. INVBOTTOM INSTALL JAMB &HEAD SAF TO TOP IN Fax 425.774.566.5661 www.J2Consultants.com 8. WRB, SAF &SEALANTS PER SPECIFICATIONS AND/OR APPROVED SUBMITTALS. SLIDING GLASS DOORS ONLY: �It 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 are appropriate to satisfy the � � OVER CORNER SILL 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 / SILL O° PER MANUFACTURER INSTRUCTION. " / / j \ ;;/ SLIDING GLASS DOORS: USE METAL SILL PAN IN ADDITION TO SAF. EXISTING SILL j" / D- SAF TO LAP ONTO BACK ANGLE V/ ATTACH W/ STAPLES OR AS REQUIRED BY VARIOUS 5 �0�, BUILDING TYPES / j/ A) IST �`SSIONAL E��t SET PAN OVER SELF INSTALL WRB PRE STRIP @ SILL. DO NOT ADHERED BOOT FLASHING EXPIRES: 3 21 2024 ATTACH LOWER 6" EDGE @ THIS STEP 1 /W2.1 FLANGED WINDOW INSTALLATION STEP #1 ID:400 2 /W2 400 .1 FLANGED WINDOW INSTALLATION STEP #3 ID:400 NOTES: 1. CONTRACTOR IS RESPONSIBLE SCALE: NTS SCALE: NTS SCALE: NTS 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 4. THESE PLANS WERE PREPARED TO CORNERS OF WINDOW FRAME. BUTYL SAF @ HEAD FLANGE (OVER JAMB SAF). BASED ON THE INFORMATION INSTALL CONTINUOUS BEAD OF SEALANT OVER BACK ANGLE STOP APPLY SEALANT TO HEAD & ROLL TO ACTIVATE ADHESIVE, AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING BEFORE INSTALLING WINDOW (THICK COATING) JAMB FLANGES PRIOR TO DO NOT APPLY SAF OVER SILL FLANGE REMEDIATION PROJECTS OFTEN INSTALLATION REQUIRE DESIGN INTERPRETATIONS AND REVISIONS INSTALL 1/8" OR 1/16" PVC SHIMS AT SILL TO ALLOW DRAINAGE PATH TO ACCOUNT FOR ACTUAL FIELD UNDER WINDOW SILL & LEVEL WINDOW. CONFIRM W/ WINDOW CONDITIONS. THEREFORE, FOR MANUFACTURER FOR SUPPORT REQUIREMENTS THAT PURPOSE, J2 SHALL BE ' \RETAINED \\ AT INTERIOR: DURING CONSTRUCTION. IF J2 IS NOT TOOL SEALANT BEAD @ BACK ANGLE RETAINED TO PERFORM THESE ' SERVICES, THESE PLANS SHALL INSERT 1/16" PVC HORSESHOE INTERIOR ALTERNATE: NOT BE RELIED UPON OR USED IF NO WRAPS, INSTALL NEW GWB AND/OR WOOD FOR ANY PURPOSE WITHOUT SHIMS BEHIND SILL FLANGE TO ALLOW FOR DRAINAGE WINDOW WRAPS TO MATCH EXISTING WRITTEN APPROVAL FROM J2. \\ �� Revisions: INSERT 1/16" PVC HORSESHOE SHIMS BEHIND SILL FLANGE TO ALLOW FOR DRAINAGE � # Date Description WINDOW INSTALL FOR WINDOW INSTALL FOR ENLARGED WINDOW SILL READY FOR WINDOW INSTALL FLANGED WINDOW ONLY 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 SCALE: NTS SCALE: NTS SCALE: NTS RECEIVED INSTALLATION OF FIELD WRB MEMBRANE / Aug 08 2022 CITY OF EDMONDS INSTALL 6" SAF OVER LEG OF METAL HEAD SHALL LAP 6" AT HORIZONTAL & 12" AT M VIC Project Title: DEPARTMENT FLASHING OR PROVIDE SEALANT AT WRB (/// OVERLAP - PER MOCK UP APPROVAL) VERTICAL /// / 6"\ TAPE OR SEALANT AT FIELD MEMBRANE OVERLAP TO METAL HEAD FLASHING & JAMB ///////// BOARDWALK FLASHING OVERLAP /// 0 F E D M 0 N D S INSTALL METAL HEAD FLASHING W/ /// j/ FOLDED END DAMS. TERMINATE FLASHING FLUSH W/ WINDOW FRAME BUILDING ENVELOPE SET FLASHING IN SEALANT / / /j// j/ REPAIR // 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 d' CASES, WINDOW HEAD FLASHING IS INSTALL WRB, FROM BOTTOM "SHINGLE / j WEATHERIZATION INSTALLED OVER HEAD TRIM IN \ -STYLE" TO TOP, TYP. / / /// DETAILS - ADDITION TO, OR AS AN ALTERNATE TO FLASHING DIRECTLY ABOVE THE WINDOWS/DOORS FRAME. REFER TO OTHER WINDOW HEAD DETAILS FOR CLARIFICATION. �/ / FOR AIR BARRIER TAPE ALL HORIZONTAL / OVER -LAPS // � / /// Scale: As Noted INSTALL WRB UNDER SILL FLASHING. PERMIT SET TAPE HORIZONTAL JUNCTIONS FOR // AIR -BARRIER CONTINUITY / j/// Drawn By: JMM Checked By: REP FOLDED UNBROKEN END DAM /j Issue Date: Sheet Number: 08/01 /2022 V V Job #: ■ 7 /W2.1 FLANGED WINDOW INSTALLATION STEP #7 8 /W2 1 FLANGED WINDOW INSTALLATION STEP #8 ID:400 g /W2 1 FLANGED WINDOW INSTALLATION STEP #9 ID:400 0152101 SCALE:N SCALE: NTS SCALE: NTS SCALE: NTS SIDING PER DESIGN DOCS 1 1 J? ' SHEATHING PER DESIGN DOCS SHEATHING PER DESIGN DOCS 7171 DRAINAGE MEDIUM PER DESIGN DOCS INTERIOR FINISH CAULK FILLET BEAD WINDOW UNIT PER DESIGN DOCS FIELD WRB LAPS METAL HEAD FLASHING; APPLY CUT GWB. TO ACCOMMODATE WINDOW 26 GA. METAL BACK ANGLE 3/4"HIGH WITH 1l8" HEM TO SEALANT BETWEEN WRB & SAF WINDOW SILL TRIM OR GWB WRAP OUTSIDE PRE FINISHED WHITE TO INTERIOR Copyright ©2022 All rights reserved. ' - 6" MIN. SAF OVER HEAD FLASHING MODIFIED AS NECESSARY TO CONT. SEALANT BETWEEN BACK ANGLE & WINDOW J2 Building Consultants, Inc. SAF WRAPS R.O. ONTO BACK ANGLE & I BEAD OF SEALANT @ BACK ANGLE ACCOMMODATE BACK ANGLE FRAME, CLEAN SEALANT AFTER SETTING WINDOW ' ; EXTENDS 6" MIN. ABOVE METAL BACK ANGLE W/ 1/8" HEMMED EDGE FACING INTERMITTENT PVC SHIMS, EVERY 6-8" TO LEVEL 8425 44th Ave W 3/8" MIN. GAP DRAINAGE GAP, TYP. OUTSIDE (SHIM TO SILL) SAF TO LAP OVER BACK ANGLE WINDOW & TO PROVIDE SILL DRAINAGE Mukilteo, WA 98275 PRE FINISHED METAL Z-FLASHING WITH FOLDED END WINDOW FLANGES SET IN SEALANT TYP. - � Te1425.774.5600 Fax 425.774.5661 DAMS AND HEMMED DRIP EDGE PER DESIGN DOCS www.J2Consultants.com N I I ...........:. .. ...... _..... � . � . :_—:_—:_—:— E 3/8" MIN. BACKER ROD &SEALANT TRIM PER DESIGN DOCS I-� -17'I ' 1/16" PVC SHIMS IN FLANGE FOR DRAINAGE III SEALANT BEHIND HEAD FLANGE PER MFR REQ. ;I The undersigned has provided building PROVIDE SEALANT OVER BACK ANGLE PRIOR DRAINABLE INSECT PROOF STRIP PER DESIGN DOCS I I� ` SAF PER DESIGN DOCS, WRAP INTO RO. SAF LAPS OVER WRB PRE STRIP AND UP INTO �I R.O. & UP BACK ANGLE (TO HEM) enclosure documents that in my professional judgement are appropriate to satisfy the TO SETTING WINDOW 3l8"MIN. DRAINAGE GAP, TYP. I BACKER ROD & SEALANT PER DESIGN DOCS �l TRIM PER DESIGN DOCS i requirements of RCW 64 55.Ogp55.005 through 5/8" METAL BACK ANGLE (WHITE TO I INTERIOR) NEW PRE FINISHED METAL HEAD FLASHING W/ 4" BACK SAF PER DESIGN DOCS SEALANT PER DESIGN DOCS LEG, HEMMED DRIP EDGE, FOLDED END DAMS & SLOPING CUT BACK GWB TO ACCOMMODATE HORIZONTAL LEG OVER WINDOW FRAME. VERIFY DOWN TRIM PER DESIGN DOCS PRE STRIP WRB LAPS FIELD WRB. TAPE @SEAMS PER MFR REQ. " �' PAd F WAS�I �O NEW WINDOW AS REQUIRED LEG DOES NOT EXTEND OVER OPERABLE WINDOW SEALANT PER DESIGN DOCS :' �1 �o PORTIONS. 1-1/2" DOWN LEG PREFERRED SIDING PER DESIGN DOCS E; APPLY FINISH CAULK AFTER SETTING DRAINAGE MEDIUM PER DESIGN DOCS WINDOW DRAINAGE MEDIUM PER DESIGN DOCS 6" MIN SAF OVER WINDOW FLANGE 12" OVERLAP AT PRE STRIP A 39655 q �EGIST0 WRB PER DESIGN DOCS, APPLY SEALANT TAPE OR SEALANT AT SEAMS PER MFR 0, BETWEEN WRB & SAF �SSIONAL ECG% WINDOW UNIT PER DESIGN DOCS SIDING PER DESIGN DOCS FIELD WRB EXPIRES: 3 21 2024 SHEATHING PER DESIGN DOCS 1 / W2.2 WINDOW / SGD HEAD - TYPICAL SIDING / FLANGED WINDOW ID:415 2 / W2.2 WINDOW JAMB - TYPICAL SIDING - FLANGED WINDOW ID: 209 3 / W2.2 WINDOW SILL - TYPICAL SIDING / FLANGED WINDOW ID: 25 NOTES: SCALE: NTS SCALE: NTS SCALE: NTS 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL SHEATHING PER DESIGN DOCS COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES SHEATHING PER DESIGN DOCS SPRAY FOAM BETWEEN WRB/SAF AND DOOR FRAME REQUIRED BEFORE INSTALLATION. SIDING PER DESIGN DOCS 3. DRAWINGS ARE DIAGRAMMATIC DRAINAGE MEDIUM PER DESIGN DOCS ONLY AND ARE NOT TO BE USED FIELD WRB LAPS METAL HEAD FLASHING. APPLY DOOR PER DESIGN DOCS FOR TAKE OFF QUANTITIES. ll: SEALANT BETWEEN WRB AND SAF h; I NEW OR EX. DOOR PER DESIGN DOCS 6" MIN. SAF OVER HEAD FLASHING 4. THESE PLANS WERE PREPARED EDBASED ON THE INFORMATION SHEATHING PER DESIGN DOCS VV SAF CONTINUES UP JAMB BEYOND, LAPS OVER END DAM OF PAN AVAILABLE AT THE TIME OF THEIR DRAINABLE INSECT PROOF STRIP PREPARATION. BUILDING SAF PER SPECIFICATIONS, WRAP INTO RO INTERMITTENT PVC SHIM TO SLOPE PAN REMEDIATION PROJECTS OFTEN REQUIRE DESIGN 3/8" MINIMUM DRAIN GAP, TYP. II 1? I I SAF LAPS UP INTO R.O. AND DOWN FACE OF CONCRETE INTERPRETATIONS AND REVISIONS BONDERIZED METAL HEAD FLASHING W/ 4" BACK LEG, DRIP SAF OVER GAP BETWEEN FRAMING AND DOOR FRAME (BUTYL) I TO ACCOUNT FOR ACTUAL FIELD II EDGE, FOLDED END DAMS & SLOPING HORIZONTAL LEG BONDERIZED SOLDERED METAL PAN W/ END DAMS & BACK DAM, EMBED PAN IN CONDITIONS. THEREFORE, FOR ' OVER DOOR TRIM II-N -------- ----_ "'--------------------------_____------- ---______ '--------" SEALANT, PROVIDE A CONTINUED HORIZONTAL LEG W/ TURNED DOWN LIP OVER -- — - — - — - BASE OF WALL FLASHING, SEAL TO BASE OF WALL FLASHING THAT PURPOSE, J2 SHALL BE RETAINED DURING II — ------------------- �---------- SEALANT PER DESIGN DOCS I BASE OF WALL FLASHING PER DESIGN DOCS, SET FRONT LIP INTO SEALANT AT KERF CUT ON. IF J2 IS NOT CONSTRUCTION. SEALANT PER DESIGN DOCS -- RETAINED PERFORM THESE PRE PRIMED CEDAR TO MATCH RAINSCREEN THICKNESS a SERVICES, THESE PLANS SHALL TRIM PER DESIGN DOCS 2„ NOT BE RELIED UPON OR USED PRE -PRIMED CEDAR TO MATCH DRAINAGE MEDIUM THICKNESS TRIM PER DESIGN DOCS EX. CONCRETE SLAB ON GRADE FOR ANY PURPOSE WITHOUT II WRITTEN APPROVAL FROM J2. 17 SAF OVER GAP WRB PER DESIGN DOCS DRAINAGE MEDIUM PER DESIGN DOCS BACKER ROD &SEALANT PER DESIGN DOCS Revisions: SEALANT PER DESIGN DOCS SEALANT PER DESIGN DOCS SAF INTO ROUGH OPENING & SEAL W/ SPRAY FOAM SEALANT BETWEEN SAF AND DOOR PAN SIDING PER DESIGN DOCS Date Description r SET THRESHOLD ON BED OF SEALANT AT BACK OF SILL PAN, ENSURE COMPRESSION OF SEALANT WHEN INSTALLING THRESHOLD 4 / W2.2 SWING DOOR HEAD - TYPICAL SIDING 5/W2.2 SWING DOORJAMB -TYPICAL SIDING 6/W2.2 SWING DOORSILL - 0"-2" TRANSITION SCALE2NTS SCID:251 S SCALE NTS RECEIVED Aug 08 2022 CITY OF EDMONDS EX. FINISH FLOOR & TRIMDEVELOPMProject DEPARTMENT Title: CONT. SEALANT BETWEEN BACK ANGLE AND THRESHOLD CONT. SEALANT BETWEEN BACK ANGLE AND THRESHOLD SGD FRAME BOARDWALK THRESHOLD SET ON BED OF SEALANT, SEALANT TO RUN DOOR PER DESIGN DOCS FRONT TO BACK ON PAN AND INSTALLED EVERY 6", INTEGRATE WITH FRAME SHIMS CONT. INTERIOR FILLET BEAD BETWEEN BACK OF PAN & DOOR 0 F E D M 0 N D S FRAME THRESHOLD SET ON BED OF SEALANT, SEALANT TO RUN FRONT TO DOOR PER DESIGN DOCS BACK ON PAN AND INSTALLED EVERY 6" SET THRESHOLD ON BED OF SEALANT AT BACK OF SILL PAN; SHIM DOOR PAN TO SLOPE PAN TO EXTERIOR ENSURE COMPRESSION OF SEALANT WHEN INSTALLING BUILDING ENVELOPE SHIM DOOR PAN TO SLOPE PAN TO EXTERIOR THRESHOLD MTL. PAN PER SPECIFICATIONS W/ SOLDERED END DAMS AND BACK INTERMITTENT PVC SHIM EVERY 6-8" FOR DRAINAGE & DOOR REPAIR MTL. PAN PER SPECIFICATIONS W/ SOLDERED END DAMS DAM, EMBED PAN IN SEALANT, SEAL DOOR PAN TO BASE OF WALL I LEVELING AS REQUIRED AND BACK DAM. EMBED PAN IN SEALANT FLASHING ) Sheet Title: ---------------- TOP OF THRESHOLD PEDESTRIAN TRAFFIC COATING PER SPECIFICATIONS BASE OF WALL FLASHING PER DESIGN DOCSTF ITIT l Inc oo-- o BORAL TRIM FOR THRESHOLD SUPPORT; SET ON SHIMS OR l l l l l l l PEDESTRIAN TRAFFIC COATING PER DESIGN DOCS I 24 GA. BONDERIZED SOLDERED X CUT DRAINAGE GROOVES AT BASE; OK TO PAINT METAL PAN W/ END DAMS & WEATHERIZATION SHEATHING PER DESIGN DOCS BACK DAM W/ HEMMED EDGE; SLOPE DECKING DETAILS - SLOPE PAN TO DRAIN TOWARDS WINDOWS/DOORS DECK SHEATHING PER DESIGN DOCS NEW TRAFFIC DECK COATING PER DESIGN DOCS OVER Scale: As Noted EX. STRUCTURE 4" EX. STRUCTURE BONDERIZED METAL PAN & FLASHING; SLOPE TO DRAIN 4" 01 DECK SHEATHING PER DESIGN DOCS PERMIT SET WET SET PAN IN BASE COAT OR SEALANT Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 W2 Job #: ■ 7 / W2.2 SWING DOOR SILL FLUSH TRANSITION - PEDESTRIAN TRAFFIC COATING ID:253 g / W2 2 SWING DOOR DOOR SILL ELEVATED TRANSITION - PEDESTRIAN TRAFFIC COATING ID:254 9 / W2 2 SGD SILL -PLYWOOD/TRAFFIC COATING ID:34 0152101 SCALE: NTS SCALE: NTS SCALE: NTS CONT. SEALANT BETWEEN BACK DAM AND FRAME, FILLET JOINT J? 7171 SHIM TYP. UNDER DOOR PAN, SLOPE TO EXTERIOR SIDING PER DESIGN DOCS , DRAINAGE MEDIUM PER DESIGN DOCS SET THRESHOLD ON BED OF SEALANT AT BACK OF SILL PAN; ENSURE SGD PER DESIGN DOCS COMPRESSION OF SEALANT WHEN INSTALLING THRESHOLD, RUN FIELD WRB LAPS METAL HEAD FLASHING. APPLY Copyright © 2022 All rights reserved. INTERMITTENT BEADS OF SEALANT FROM FRONT TO BACK OF DOOR SEALANT BETWEEN WRB AND SAF J2 Building Consultants, Inc. PAN THRESHOLD SET ON BED OF SEALANT, SEALANT TO RUN FRONT TO BACK ON PAN AND INSTALLED EVERY 6", INTEGRATE W/ FRAME SHIMS I SHEATHING PER DESIGN DOCS BONDERIZED SOLDERED METAL PAN W/ END DAMS & BACK DAM, 8425 44th Ave W NEW OR EXISTING DOOR PER DESIGN DOCS EMBED PAN IN SEALANT, PROVIDE A CONTINUED HORIZONTAL 3/8" MINIMUM DRAIN GAP, TYP. Mukilteo, WA 98275 LEG W/ TURNED DOWN LIP OVER BASE OF WALL FLASHING, METAL HEAD FLASHING W/ 2" BACK LEG, DRIP EDGE, FOLDED Te1425.774.5600 Fax 425.774.5661 INTERMITTENT PVC SHIM SEAL TO BASE OF WALL FLASHING END DAMS & SLOPING HORIZONTAL LEG OVER TRIM 0 BORAL TRIM FOR THRESHOLD SUPPORT; SET ON SHIMS OR _ www.J2Consultants.com 0 2" � CUT DRAINAGE GROOVES AT BASE; OK TO PAINT 1' BASE OF WALL FLASHING PER DESIGN DOCS, SET FRONT LIP INTO 0 SEALANT PER DESIGN DOCS The undersigned has provided building o 24ga. BONDERIZED SOLDERED METAL PAN W/ END DAMS AND BACK DAM. 0 SEALANT AT KERF CUT oki. enclosure documents that in my professional �0 EMBED PAN IN SEALANT; PROVIDE A CONTINUED HORIZONTAL LEG W/ T T T T T T 1 I I I I I — --; SAW KERF SLAB &SET PAN IN SEALANT - _ ' I 6" MIN. SAF OVER HEAD FLASHINGzi: judgement are appropriate to satisfy the requirements of RCW 64.55.005 through "' --- = TURNED DOWN LIP SET IN KERF CUT & SEALANT W/ MANUF. PRIMER I ' EX. CONC. SLAB ON GRADE I DRAINABLE INSECT PROOF STRIP 64.55.090 TRIM PER DESIGN DOCSzn PA a 3/8" MINIMUM DRAIN GAP, TYP. F wAs�,j�� a CONC. SLAB ON GRADE Q 4 a METAL HEAD FLASHING W/ 4" BACK LEG, DRIP EDGE, FOLDED ti O 4 a END DAMS & SLOPING HORIZONTAL LEG OVER DOOR FRAME SAF BUTYL 2" SAF OVER GAP _ SAF INTO ROUGH OPENING AND ONTO CONCRETE FOR 1 SEALANT BETWEEN SAF AND DOOR PAN, TYP. METAL TO WOOD SEPARATION 39655 BOA ISTER�9 �`SS'IONAL EX. FOUNDATION EXPIRES: 3 21 2024 1 / W2.3 SLIDING GLASS DOOR SILL AT HARDSCAPE - FLUSH TRANSITION ID:458 2 / W2 3 SLIDING GLASS DOOR SILL ELEVATED TRANSITION - PEDESTRIAN TRAFFIC COATING ID: 3 / W2.3 ELEVATOR DOOR HEAD -TYPICAL SIDING ID: NOTES: SCALE: NTS SCALE: NTS SCALE: NTS 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. , SIDING PER DESIGN DOCS 2. MOCKUP REVIEW OF ALL SHEATHING PER DESIGN DOCS SHEATHING PER DESIGN DOCS EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. SHEATHING PER DESIGN DOCS DRAINAGE MEDIUM PER DESIGN DOCS 3. DRAWINGS ARE DIAGRAMMATIC FIELD WRB LAPS METAL HEAD FLASHING; APPLY ONLY AND ARE NOT TO BE USED ELEVATOR DOOR : SEALANT BETWEEN WRB & SAF FOR TAKE OFF QUANTITIES. - 6" MIN. SAF OVER HEAD FLASHING EX. BEAD OF SEALANT @ BACK ANGLE 4. THESE PLANS WERE PREPARED EX. SAF BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR ' I _ 3/8" MIN. GAP DRAINAGE GAP, TYP. EX. METAL BACK ANGLE PREPARATION. BUILDING SAF PER SPECIFICATIONS, WRAP INTO RO 1 ' i "' REMEDIATION PROJECTS OFTEN , ' PRE FINISHED METAL Z-FLASHING WITH FOLDED END EX. WINDOW REQUIRE DESIGN ' DAMS AND HEMMED DRIP EDGE PER DESIGN DOCS 1 _ INTERPRETATIONS AND REVISIONS ----------------------------_--------------------____--------_ -- ------ ---------.------, i CV I ..........:.... ------— — _ — � TO ACCOUNT FOR ACTUAL FIELD -_ I TRIM PER DESIGN DOCS � r CONDITIONS. THEREFORE, FOR i i EX. SEALANT BEHIND HEAD FLANGE PER MFR REQ. � I' THAT PURPOSE, J2 SHALL BE RETAINED DURING BACKER ROD & SEALANT PER DESIGN DOCS � DRAINABLE INSECT PROOF STRIP PER DESIGN DOCS I I• EX. SAF CONSTRUCTION. IF J2 IS NOT EX. SEALANT OVER BACK ANGLE RETAINED TO PERFORM THESE 3/8" MIN. DRAINAGE GAP, TYP. BACKER ROD & SEALANT PER DESIGN DOCS SERVICES, THESE PLANS SHALL TRIM PER DESIGN DOCS EX. METAL BACK ANGLE NEW PRE FINISHED METAL HEAD FLASHING W/ 4" BACK SAF PER DESIGN DOCS NOT BE RELIED UPON OR USED WRB PER DESIGN DOCS LEG, HEMMED DRIP EDGE, FOLDED END DAMS &SLOPING TRIM PER DESIGN DOCS FOR ANY PURPOSE WITHOUT DRAINAGE MEDIUM PER DESIGN DOCS HORIZONTAL LEG OVER WINDOW FRAME. VERIFY DOWN WRITTEN APPROVAL FROM J2. LEG DOES NOT EXTEND OVER OPERABLE WINDOW SEALANT PER DESIGN DOCS SEALANT PER DESIGN DOCS PORTIONS. 1-1/2" DOWN LEG PREFERRED Revisions: SIDING PER DESIGN DOCS EX. SEALANT DRAINAGE MEDIUM PER DESIGN DOCS 6" MIN SAF OVER WINDOW FLANGE WRB PER DESIGN DOCS, APPLY SEALANT # Date Description BETWEEN WRB & SAF EX. WINDOW UNIT SIDING PER DESIGN DOCS 4 / W2.3 ELEVATOR DOOR JAMB - TYPICAL SIDING 1D 5 / W2.3 WINDOW / SGD HEAD -TYPICAL SIDING / FLANGED WINDOW -ALTERNATEFSCALE:NTS ID:415-REV 6 / W2.3 WINDOW JAMB - TYPICAL SIDING - FLANGED WINDOW - ALTERNATE ID: SCALE: NTS LE:REV SCALE: NTS RECEIVED I Aug 08 2022 ILL CITY OF EDMONDS EX. SEALANT EX. WINDOW EX. BACK ANGLE EX.SEALANT EX .WINDOW SILL TRIM Lu > I I BASE OF WALL FLASHING ADJACENT TO DOOR M �i'� � � �\ � \� � i � i �` �� DEVELOPMENT SFRN/1CFS DEPARTMENT Project Title: BOARDWALK '�. OF EDMONDS INTERMITTENT PVC SHIMS, EVERY 6-8" TO LEVEL I WINDOW & TO PROVIDE SILL DRAINAGE BUILDING ENVELOPE REPAIR 3/8" MIN. BACKER ROD & SEALANT CONTINUOUS SEALANT AT JOINT 1/16" PVC SHIMS IN FLANGE FOR DRAINAGE z % %'' `�,--. ,% BASE OF WALL METAL ADJACENT TO DOOR Sheet Title: EX. SAF %' 3/4" BACK DAM WITH HEMMED EDGE TRIM PER DESIGN DOCS SEALANT PER DESIGN DOCS PRE STRIP WRB LAPS FIELD WRB. TAPE @ SEAMS PER MFR REQ. tHe ` SET PAN IN CONTINUOUS BEADS OF SEALANT (3/8" WIDE TYP.) CONT. SEALANT BEAD (3/8" WIDE), TYP. „% %' ii k ' %'' BACK DAM WITH HEMMED EDGE WEATHERIZATION DETAILS - WINDOWS/DOORS N M 3/4" LIP SET IN TO CONCRETE KERF CUT N SIDING PER DESIGN DOCS Scale: As Noted DRAINAGE MEDIUM PER DESIGN DOCS 12" OVERLAP AT PRE STRIP PERMIT SET ' TAPE OR SEALANT AT SEAMS PER MFR MIN 24 GA. BONDERIZED SOLDERED METAL PAN - SET LEVEL OR Q„ Drawn By: JMM SLOPED TO OUTSIDE. FULLY SOLDERED CONSTRUCTION. TIGHT FIELD WRB FIT TO ROUGH OPENING. PRE FINISH WITH COATING TO ACCEPT Checked By: REP ELASTOMERIC DECK COATING MIN 24 GA. BONDERIZED SOLDERED METAL PAN. FULLY SOLDERED CONSTRUCTION. Issue Date: Sheet Number: SHEATHING PER DESIGN DOCS TIGHT FIT TO ROUGH OPENING. SHIM PAN AS NECESSARY TO SUPPORT DOOR THRESHOLD & TO PROVIDE POSITIVE DRAINAGE TO THE EXTERIOR 08/01 /2022 W2.3 Job #: 17/W2.3 WINDOWSILL -TYPICAL SIDING / FLANGED WINDOW -ALTERNATE ID: 25-REV 18/W2.3 TYPICAL DOOR PAN W/ SAW KERF ID: 35 g / W2 3 TYPICAL DOOR PAN - FLUSH TRANSITION ID: 567 0152101 SCALE:NTSSCALE: NTS SCALE: NTS END DAM SET PAN OVER SAF BOOT FLASHING OR BED OF SEALANT MIN 24 GA. BONDERIZED SOLDERED METAL PAN. FULLY SOLDERED CONSTRUCTION. TIGHT FIT TO ROUGH OPENING. SHIM PAN AS NECESSARY TO SUPPORT DOOR THRESHOLD & TO PROVIDE POSITIVE DRAINAGE TO THE EXTERIOR 1 / W2.4 ITYPICAL DOOR PAN - ELEVATED TRANSITION I CrAI CuKITC Copyright © 2022 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 2024 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. 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: Date RECEIVED Aug 08 2022 CITY OF EDMONDS Project Title: BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: WEATHERIZATION DETAILS - WINDOWS/DOORS Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01/2022 W2.4 Job #: 0152101 DRAINAGE MEDIUM PER DESIGN DOCS 26 GA. PRE -FINISHED METAL I UNLESS NOTED OTHERWISE /� 6" M IN. SAF OVER TOP OF //� SIDING PER DESIGN DOCS /o/-, METAL, TYP. OVERLAP WRB MIN 12" PAST J? �/I PROVIDE PRE-FAB. CORNERS, TYP. 7 1 7 1 % I CORNER ASSEMBLIES TYP. WRB PER DESIGN DOCS PROVIDE 22 GA METAL WHERE NAILER � 000DOES 1/8" GAP TYP. NOT EXIST. PER MFR. APPROVAL WALL SHEATHING PER DESIGN DOCS DRAINAGE MEDIUM PER DESIGN DOCS Copyright © 2022 All rights reserved. J2 Building Consultants, Inc. ,loll CORNER TRIM PER DESIGN DOCS DRAINAGE MEDIUM ALIGNED W/ '� 8425 44th Ave W STUD FRAMING PER DESIGN DOCS -/ = %� -/ --------------------------------------- ----- -------------------------------------- ------------ -------------------------------------------------------- � Mukilteo, WA 98275 Te/ 425.774.5600 ' BUTT JOINT FLASHING STRIP INSTALLED PER MANUFACTURERS I , 1'"0T Fax 425.774.5661 INSTRUCTIONS. 6" MIN. WIDTH W/ 1" OVERLAP MIN. BUTT JOINTS/� I EXISTING STRUCTURE www.J2Consultants.com ' SHALL BE STAGGERED 2 STUDS OR 24" MIN. DO NOT CAULK /' y ' JOINTS. 10% MIN SLOPE TO DRAIN � I /N ' WRB PER DESIGN DOCS �/� / I /� ` 1� The undersigned has provided building enclosure documents that in my professional ' HEMMED DRIP EDGE, TYP. ;� judgement are appropriate to satisfy the /, o requirements of RCW 64.55.005 through ' SIDING PER DESIGN DOCS. OVERLAP 1 1/4" MIN. I /� DOUBLE BEAD OF BEDDING SEALANT 64.55.090 ' SIDING FASTENING PER MANUFACTURERS REQUIREMENTS ' I /� LAP JOINTS A MINIMUM OF 4" , • �' PA,6 F wAsji�j �Q APPLY 2 BEADS OF SEALANT FINISH CAULKING @SIDING TERMINATIONS, TYP �� WOOD FRAMING PER DESIGN DOCS l ;; o WALL SHEATHING PER DESIGN DOCS 3/8"MIN FOLDED END DAM '' OVERLAP WRB MIN 12" PAST CORNERS, TYP. ' SAF OR PRE -STRIP OF WRB SIDING PER DESIGN DOCS 1 I' WHERE SPECIFIED I A 39655 9 4 IDA EGISTER� DRAINAGE MEDIUM PER DESIGN DOCS `SS'IONAL WRB PER DESIGN DOCS PROVIDE PRE -FABRICATED SHEATHING PER DESIGN DOCS EXPIRES: 3 21 2024 CORNER ASSEMBLIES TYP.' 1 / W3.1 RAINSCREEN ASSEMBLY -TYPICAL FIBER CEMENT LAP SIDING ID:52 2/W3.1 TYPICAL FLASHING LAP ID:60 3/W3.1 TRIM AT OUTSIDE CORNER - TYPICAL SIDING ID:59 NOTES: SCALE: NTSSCALE: NTSSCALE: NTS 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES SIDING PER DESIGN DOCS REQUIRED BEFORE INSTALLATION. DRAINAGE MEDIUM, PER DESIGN DOCS 3. DRAWINGS ARE DIAGRAMMATIC SIDING PER ELEVATIONS &DESIGN DOCS TYP. ONLY AND ARE NOT TO BE USED WRB FIELD LAYER LAPS METAL FLASHING. APPLY SEALANT SIDING PER DESIGN DOCS FOR TAKE OFF QUANTITIES. BETWEEN WRB & SAF EXISTIN G NWRB PER DESIGN DOCS; SHEATHING PER DESIGN DOCS STRUCTURE DRAINAGE MEDIUM PER DESIGN DOCS 4. THESE PLANS WERE PREPARED N OVERLAP WRB 12" MIN. PAST CORNERS TYP. WRB FIELD LAYER LAPS METAL FLASHING, APPLY SEALANT BETWEEN WRB & SAF BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR •' 6" SAF OVER TOP OF METAL, TYP. INSIDE CORNER TRIM PER DESIGN DOCS NLI , SHEATHING PER DESIGN DOCS PREPARATION. BUILDING ; PRE -STRIP WRB, ALLOW AN EXCESS OF WRB TO HANG BELOW WALL I ; REMEDIATION PROJECTS OFTEN N SHEATHING FOR A SEPARATION LAYER BETWEEN THE METAL I 6" MIN. BUTYL SAF OVER TOP OF METAL, TYP. REQUIRE DESIGN SEALANT PER DESIGN DOCS ; FLASHING AND CONC. STEM WALL 1! MIN 24 GA MTL. FLASHING (PRIMED & PAINTED) W/ HEMMED EDGE, INTERPRETATIONS AND REVISIONS q DRAINABLE INSECT PROOF STRIP I ' ; COMPRESSION FIT & SET IN SEALANT. ' I TO ACCOUNT FOR ACTUAL FIELD w ;DRAINAGE MEDIUM PER DESIGN DOCS TYP. CONDITIONS. THEREFORE, FOR DRAINABLE INSECT PROOF STRIP THAT PURPOSE, J2 SHALL BE ;SHEATHING PER DESIGN DOCS N - : MIN 24 GA BONDERIZED PRESSURE FIT MTL FLASHING W/ HEMMED DRIP I , ? II; RETAINED DURING CONSTRUCTION. IF J2 IS NOT EX. INSULATION &FRAMING `V ! PRESSURE FIT TO WRB/FOUNDATION BUTYL / SAF MIN. 6" UP WALL & 2" ON TO CONCRETE SLAB, i ;PRIME RETAINED TO PERFORM THESE a �,EDGE, BED IN SEALANT OR PROVIDE SAF SEALED TO WRB AND CONCRETE CONCRETE PER MANUFACTURER 4 SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED ><WRB aN�� WRITTEN APPROVAL FROM J2. ------------------------ '�' - - - - - - - - ------- a SLOPE AWAY FROM BLDG. ] a 2 a a Revisions: III III ENSURE POSITIVE SLOPE THAT DRAINS AWAY FROM THE BUILDING EXISTINGA11XMwMwX'1' _ STRUCTURE # Date Description 4 / W3.1 TRIM AT INSIDE CORNER - TYPICAL SIDING ID: 5/W3.1 BASE OF WALL AT GRADE - TYPICAL SIDING 55" 6/W3.1 BASE OF WALL AT HARDSCAPE 1ID: - 2" CLEARANCE -TYPICAL SIDING 433NTS SCALAL SCALE: NTS SCID:852 S RECEIVED Aug 08 2022 i CITY OF EDMONDS SHEATHING PER DESIGN DOCS 'DEVELOPMENT i SFRN/1CFS DEPARTMENT Project Title: SIDING PER DESIGN DOCS SIDING PER DESIGN DOCS ; SIDING PER DESIGN DOCS BOARDWALK DRAINAGE MEDIUM PER DESIGN DOCS ' DRAINAGE MEDIUM PER DESIGN DOCS O F E D M O N D S ' WRB PER DESIGN DOCS, APPLY SEALANT BETWEEN SAF & WRB DRAINAGE MEDIUM PER DESIGN DOCS SHEATHING PER DESIGN DOCS BUILDING ENVELOPE ' WRB PER DESIGN DOCS, APPLY SEALANT BETWEEN SAF & WRB I ; WRB PER DESIGN DOCS, APPLY SEALANT BETWEEN SAF & WRB REPAIR EX. INSULATION &FRAMING SHEATHING PER DESIGN DOCS Sheet Title: ' I I PRE STRIP WRB PER DESIGN DOCS SAF OVER FLASHING PER DESIGN DOCS EX. INSULATION & FRAMING SAF OVER FLASHING PER DESIGN DOCS WEATHERIZATION DETAILS WALLS - ' ; I DRAINABLE INSECT PROOF STRIP PER DESIGN DOCS , SAF OVER FLASHING PER DESIGN DOCS `"""""""____________ ______"'-------------' TRIM PER DESIGN DOCS 1/4" MIN. DRAINAGE GAP I; DRAINABLE INSECT PROOF STRIP PER DESIGN DOCS Scale: As Noted PERMIT SET _______________________________ 1/4" MIN. DRAINAGE GAP TYP. MTL DRIP EDGE WITH 4" LEG EX. SOFFIT SEALANT OR TRIM FOR FIT AND FINISH 1/4"MIN. DRAINAGE GAP MTL DRIP EDGE WITH 4" LEG SOFFIT PER DESIGN DOCS MTL DRIP EDGE WITH 4" LEG Drawn By: JMM SEALANT OR TRIM FOR FIT AND FINISH WRB PER DESIGN DOCS SEALANT OR TRIM FOR FIT AND FINISH Checked By: REP TRIM PER DESIGN DOCS SOFFIT MATERIAL PER DESIGN DOCS Issue Date: Sheet Number: WRB PER DESIGN DOCS 08/01/2022 W3.1 Job #: 7 / W3.1 BASE OF WALL AT WALKWAY -TYP SIDING ID: 8 / W3.1 BASE OF WALL AT PARKING GARAGE - TYP SIDING ID' 9 / W3.1 GWB/FIBER CEMENT SOFFIT AT PRIVATE DECKS -TYPICAL SIDING ID: 295 0152101 SCALE: NTS SCALE: NTS SCALE: NTS SAF INTO ROUGH OPENING, LAP OVER WRB SHEATHING PER DESIGN DOCS J DRAINAGE PER DESIGN DOCS , , FRAMING AND SHEATHING PER DESIGN DOCS CLADDING PER DESIGN DOCS I � 6" SAF OVER TOP OF METAL CONTINUOUS SLOPED SHIM i FIELD WRB LAPS METAL HEAD FLASHING, SEALANT BETWEEN WRB AND SAF Copyright ©2022 All rights reserved. J2 Building Consultants, Inc. DRAINABLE INSECT PROOF STRIP PER DESIGN DOCS Z 3/8" BACKER ROD AND SEALANT PER DESIGN DOCS I; 9" SAF OVER TOP OF FLANGE SAF AT ROUGH OPENING OVER BACK ANGLE SAF OVER FLANGE �_ 8425 44th Ave W Mukilteo, WA 98275 3/8" DRAINAGE GAP 00L11 AA SHIM BEHIND FLANGE Tel 425.774.5600 Fax 425.774.5661 PREFINISHED METAL FLASHING WITH HEMMED DRIP EDGE www.J2Consultants.com GABLE VENT PER DESIGN DOCS, SET FLANGE IN SEALANT (3 SIDES) TRIM PER DESIGN DOCS The undersigned has provided building `= --------------------------------------_------_------_---- enclosure documents that in my professional _—� judgement are appropriate to satisfy the TRIM PER DESIGN DOCS requirements of RCW 64.55.005 through SEALANT PER DESIGN DOCS 64.55.090 3/8" BACKER ROD AND SEALANT PER DESIGN DOCS I I TRIM PER DESIGN DOCS DRAINAGE MEDIUM PER DESIGN DOCS PA � J SEALANT PER DESIGN DOCS wAs�'I F �O WRAP ROUGH OPENING WITH SAF DRAINAGE MEDIUM PER DESIGN DOCS WRB PER DESIGN DOCS F ti 0 SIDING PER DESIGN DOCS WRB PER DESIGN DOCS FRAMING AND SHEATHING PER DESIGN DOCS 9 SIDING PER DESIGN DOCS .A 39655 q. �EGISTE. R�9 Off, �`SS'IONAL GABLE VENT PER DESIGN DOCS, SET FLANGE IN SEALANT (3 SIDES) EXPIRES: 3 21 2024 1 / W3.2 GABLE VENT HEAD -TYPICAL SIDING ID: 739 2 / W3.2 GABLE VENT JAMB -TYPICAL SIDING ID: 742 3 / W3.2 GABLE VENT SILL - TYPICAL SIDING ID: 741 NOTES: SCALE: NTS SCALE: NTS SCALE: NTS 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SAF PER DESIGN DOCS SIZING AND QUANTITIES OF ALL COMPONENTS. SIDING PER DESIGN DOCS SIDING PER DESIGN DOCS 2. MOCKUP REVIEW OF ALL DRAINAGE MEDIUM PER DESIGN DOCS TRIPLE 2X4 STUDS MIN. AT ANCHOR DRAINAGE MEDIUM PER DESIGN DOCS EXTERIOR ASSEMBLIES '. WRB PER DESIGN DOCS, APPLY SEALANT BETWEEN WRB AND SAF LOCATIONS OR, ADD 4X8 BLOCK �� REQUIRED BEFORE INSTALLATION. i BETWEEN STUDS TO RECEIVE WRB PER DESIGN DOCS, APPLY SEALANT AT ALL WRB FASTENERS FROM BRACKET (VERIFY DRAINABLE INSECT PROOF STRIP PER DESIGN DOCS TERMINATIONS 3. DRAWINGS ARE DIAGRAMMATIC TRIPLE 2X4 STUDS MIN. AT ANCHOR I I BRACKET DIMENSIONS) NAIL TO STUDS I ' ONLY AND ARE NOT TO BE USED SAF PER DESIGN DOCS ' LOCATIONS OR, ADD 4X8 BLOCK 1/4' MIN. DRAINAGE GAP W/ (4) 16d MIN. EACH SIDE ' I WRB PER DESIGN DOCS FOR TAKE OFF QUANTITIES. BETWEEN STUDS TO RECEIVE I I I ? WRB PER DESIGN DOCS, APPLY FASTENERS FROM BRACKET ° (VERIFY BRACKET DIMENSIONS) I FLASHING W/ 4" LEG, DRIP EDGE & END DAMS I I ; ' ' 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION SEALANT BETWEEN WRB AND SAF NAIL TO STUDS W/ (4) 16d MIN. EACH _ ZF1 3/8" MIN. DRAINAGE GAP AVAILABLE AT THE TIME OF THEIR SIDE I ❑ FLASHING W/ 4" LEG, DRIP EDGE &END DAMS PREPARATION. BUILDING Qa 4 \\\4 I REMEDIATION PROJECTS OFTEN TRIM PER DESIGN DOCS, INSTALL ON BLOCK SAME REQUIRE DESIGN THICKNESS AS DRAINAGE MEDIUM INTERPRETATIONS AND REVISIONS 4 I LIQUID OR SAF OVER KNIFE PLATE TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR 4 4 4 I KNIFE PLATE PER AWNING MFR AWNING MOUNTING BRACKET AND FASTENERS PER MFR THAT PURPOSE, J2 SHALL BE RETAINED DURING FASTENERS PER AWNING MFR AWNING ASSEMBLY PER MFR CONSTRUCTION. IF J2 IS NOT RETAINED TO PERFORM THESE --------------- ----------------------------_------ __ SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR USED EX. FOUNDATION WALL FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. DRAINAGE MEDIUM PER AWNING & FASTENERS PER SPECIFICATIONS I� DESIGN DOCS BACKER ROD & SEALANT PER DESIGN DOCS BACKER ROD & SEALANT PER DESIGN DOCS ' ;i ',I SEALANT PER DESIGN DOCS, TYP. Revisions: SIDING PER DESIGN DOCS TRIM PER DESIGN DOCS, WEATHER CUT TOP TRIM PER DESIGN DOCS �' ~'li OF TRIM WHERE IT DOES NOT INTERSECT I SEALANT PER DESIGN DOCS, TYP. ' SEALANT PER DESIGN DOCS ANOTHER PIECE OF TRIM/BELLYBAND # Date Description ' SHEATHING PER DESIGN DOCS EX. INSULATION & FRAMING EX. SHEATHING EX. INSULATION & FRAMING 4 / W3.2 TTRAMED WALL TO FOUNDATION WALL - TYPICAL SIDING / MASS WALL ID:865 5 / W3.2 AWNING SUPPORT ID: 6 / W3.2 AWNING SUPPORT ID: SCALE:NTS SCALE: NTS SCALE: NTS SIDING PER DESIGN DOCS SIDING PER DESIGN DOCS RECEIVED SIDING PER DESIGN DOCS ; DRAINAGE MEDIUM PER DESIGN DOCS L SIDING PER DESIGN DOCS �� SIDING PER DESIGN DOCS Aug 08 2022 j� WRB FIELD LAYER LAPS METAL FLASHING. APPLY SEALANT BETWEEN WRB & SAF 7 SAF PER DESIGN DOCS ;i SAF PER DESIGN DOCS ' CITY OF EDMONDS Project Title: DEPARTMENT SEALANT PER DESIGN DOCS ?' SEALANT PER DESIGN DOCS ' 6" MIN SAF OVER TOP OF METAL, TYP. DRAINABLE INSECT PROOF STRIP ; ' ; DRAINABLE INSECT PROOF STRIP DRAINABLE INSECT PROOF STRIP I 3/8" DRAINAGE GAP ; I ; 3/8" DRAINAGE GAP BOARDWALK 3/8" WEEP TYP AT BASE - N - N OF EDMONDS � EX. FIREPLACE FLUE SUPPORT E BONDERIZED METAL THRU-WALL FLASHING W/ HEMMED DRIP BUILDING ENVELOPE EDGE AND SLOPED HORIZONTAL LEG TRIM PER DESIGN DOCS REPAIR TRIM PER DESIGN DOCS WRB PER DESIGN DOCS, TYP _ HIGH TEMP BACKER ROD & SEALANT PER DESIGN DOCS Sheet Title: N TRIM PER DESIGN DOCS BUG SCREEN EX. DOUBLE WALLED EXHAUST VENT WEATHERIZATION ' 3/8" WEEP TYP AT BASE `l 04 DRAINAGE MEDIUM PER DESIGN DOCS DRAINAGE MEDIUM PER DESIGN DOCS DETAILS - WALLS ' Scale: As Noted BONDERIZED METAL FLASHING W/ HEMMED EDGE & SLOPED PERMIT SET HORIZONTAL LEG ' SEALANT SEALANT 1/4" MIN. GAP AT TOP AND FACE OF SIDING FOR VENTILATION PER DESIGN DOCS PER DESIGN DOCS SIDING PER DESIGN DOCS SIDING PER DESIGN DOCS SIDING PER DESIGN DOCS Drawn By: JMM DRAINAGE MEDIUM PER DESIGN DOCS Checked By: REP WRB PER DESIGN DOCS ' WRB PER DESIGN DOCS, TYP Issue Date: Sheet Number: SHEATHING PER DESIGN DOCS 08/01 /2022 W3 2 Job #: ■ 7 / W3.2 BELLYBAND -TYPICAL SIDING ID: 61 g / W3 2 FIREPLACE FLUE ID: 9/W3.2 FIREPLACE FLUE SUPPORT ID: 0152101 SCALE:NTS SCALE: NTSSCALE:NTS SHEATHING PER DESIGN DOCS SIDING PER DESIGN DOCS SIDING PER DESIGN DOCS DRAINAGE MEDIUM PER DESIGN DOCS I' WRB LAPS SAF AND SET IN SEALANT � DRAINAGE MEDIUM PER DESIGN DOCS, TYP. WRB PER DESIGN DOCS, TYP., INSTALL SEALANT BETWEEN WRB AND SAF :J? SIDING PER DESIGN DOCS 6" SAF OVER JAMBS, THEN 6" SAF OVER HEAD AND II; : �: DRAINAGE MEDIUM DESIGN DOCS � EXTENDING PAS JAMB SAF SAF PER DESIGN DOCS ; 16" SAF OVER FLASHING BUG SCREEN PER DESIGN DOCS , ; ; DRAINABLE INSECT PROOF STRIP - I FIELD LAYER WRB LAPS OVER SAF & NAILING FLANGE. SET WRB IN SEALANT Copyright ©2022 All rights reserved. I; 3/8" DRAINAGE GAP PER DESIGN DOCS I PREFINISHED METAL FLASHING WITH HEMMED EDGE SAF 1) COVER SIDE FLANGES W/ SAF 2) COVER TOP FLANGE & SAF ON EA SIDE + 3/4" J2 Building Consultants, Inc. N _ ; I' 1/4" MIN. DRAINAGE GAP 3/8"MIN. GAP 1 1/4" TO 2" MIN DIAMETER HANDRAIL PER DESIGN DOCS METAL FLASHING 8425 44th Ave W PRE -STRIP WRB Mukilteo, WA 98275 N Tel 425.774.5600 ------ Fax 425.774.5661 PRE -FINISHED METAL FLASHING W/ HEMMED EDGE AND SLOPED ! FILL GAPS WITH SEALANT, TYP. www.J2Consultants.com HORIZONTAL LEG MOUNTING BLOCK TO MATCH TRIM 1 1/2" FOIL TAPE OR MASTIC TO SEAL EXHAUST DUCT SEAM VENT TERMINATION W/ REMOVABLE SHROUD PER DESIGN DOCS; PAINT TO The undersigned has provided building BACKER ROD AND SEALANT ALL 4 SIDES MAX MATCH FIELD COLOR enclosure documents that in my professional --- judgement are appropriate to satisfy the NEW ELECTRICAL J-BOX COMPATIBLE W/ QUICKFLASH PANEL, NEW TRIM, PER DESIGN DOCS, CONFIRM MOUNTING BLOCK SIZE WITH GUARDRAIL, FILL GAPS WITH SEALANT, TYP. requirements of RCW 64.55.005 through BUBBLE COVER AND GFCI OUTLET WHERE APPLICABLE INSTALL BLOCKING BEHIND SHEATHING AS REQUIRED I 64.55.090 SEALANT PER DESIGN DOCS p SEALANT PER DESIGN DOCS NEW 2X6 MIN BLOCKING, OR VERIFY SOLID FRAMING OF MOUNTING BLOCK LOCATIONS I �y •' ��o CZ� l PROVIDE BIRD SCREEN AT ALL NON -DRYER VENTS p I SEALANT39655 1 C QUICK FLASH PANEL SET IN SEALANT ALL 4 SIDES i SILL SAF UNDER SILL FLANGE �o ��' ISTER�9 : SHEATHING PER DESIGN DOCS FIELD WRB UNDER SILL SAF A Gt� E� S'IONAL_A WRB PER DESIGN DOCS EXPIRES: 3 21 2024 1 / W3.3 ELECTRICAL/LIGHT BLOCK PENETRATION ID: 2/W3.3 HANDRAIL MOUNTING BLOCK - TYP SIDING 3 / W3.3 HVAC VENT HOOD PENETRATION -TYPICAL SIDING ID:: NOTES: -. SCALE: NTSSCALE: ALE-. N NTS SCALE: NTS 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 I FOR TAKE OFF QUANTITIES. I 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION VENT FLANGE, SET IN BED OF SEALANT AVAILABLE AT THE TIME OF THEIR PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN REQUIRE DESIGN � � I INTERPRETATIONS AND REVISIONS I TO ACCOUNT FOR ACTUAL FIELD CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE RETAINED DURING SAF CONSTRUCTION. IF J2 IS NOT / 1) COVER SIDE FLANGES RETAINED TO PERFORM THESE I I I 2) COVER TOP FLANGE AND SAF @SIDE SERVICES, THESE PLANS SHALL FLANGES ON EA SIDE + 3/4" NOT BE RELIED UPON OR ° � — FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: VENT HR UD # Date Description 4 / W3.3 HVAC VENT HOOD PENETRATION ISOMETRIC - TYPICAL SIDING ID:431 SCALE: NTS RECEIVED Aug 08 2022 CITY OF EDMONDS DEVELOPM ENT SERVICES Project Title: DEPARTMENT BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: WEATHERIZATION DETAILS - WALLS Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 W 3.3 Job #: 0152101 SIDING PER DESIGN DOCS JOISTS PARALLEL TO RIM JOISTS PERPENDICULAR TO RIM ALUMINUM SOFFIT PANELS AT DRAINAGE MEDIUM PER DESIGN DOCS DECK EDGE METAL, FLUSH /DECK WALKWAY SOFFITS ONLY FIELD WRB LAPS METAL FLASHING; APPLY SEALANT SURFACE, SET IN SEALANT DECK EDGE METAL WITH HEMMED DRIP J2 "; BETWEEN WRB AND SAF EDGE PER DESIGN DOCS, FLUSH / DECK 6" MIN SAF OVER TOP OF METAL, TYP. PLYWOOD FASTENED TO RIM JOIST SURFACE, SET IN SEALANT 1 1 W/ 2 ROWS OF 10d @ 6" O.C. MIN. E WRB PRE -STRIP BEHIND FLASHING PLYWOOD FASTENED TO RIM JOIST ; ' DRAINABLE INSECT PROOF STRIP PER DESIGN DOCS SHEATHING PER DESIGN DOCS, PLANE EDGE TO RECEIVE DECK EDGE FLASHING z W/ 2 ROWS OF 10d @ 6" O.C. MIN. N Z „ C14 v Copyright © 2022 All rights reserved. ' CONT. CANT BEAD PER MFR REQ. NEW DECK COATING PER DESIGN DOCS 4" SHEATHING PER DESIGN DOCS, PLANE 4" J2 Building Consultants, Inc. NEW MTL BASE OF WALL FLASHING W/ 10' OVER BEND TO EDGE TO RECEIVE DECK EDGE FLASHING I '' ' " ' COMPRESSION FIT TO DECK 2X BLOCKING @32" O.C. MAX 2 BAYS OUT Q PRE -FABRICATED METAL GUARDRAILS BY NEW DECK COATING PER DESIGN DOCS FROM DECK EDGE OTHERS, PROVIDE SHOP DRAWINGS & NEW PEDESTRIAN TRAFFIC COATING PER DESIGN DOCS STAMPED ENGINEERING TO J2 & BUILDING NEW OR EX. DECK JOISTS 8425 44th Ave W ; N 1/4": 12" TYP (VERIFY) SLOPE DECK 1/4":12" TYP (VERIFY) SLOPE DECK DEPARTMENT PRIOR TO FABRICATION PERPENDICULAR TO TRIM Mukilteo, WA 98275 Tel 425.774.5600 Fax 425.774.5661 4„ , www.J2Consultants.com 1 l II I WET SET IN BASE COAT OR SEALANT The undersigned has provided building ' C LEDGER PER STRUCTURAL DESIGN DOCS �' ��- ;l ADDITIONAL RIM JOISTS OR BLOCKING TO PRE -FABRICATED METAL GUARDRAILS BY OTHERS, enclosure documents that in my professional judgement are appropriate to satisfy the ' PRE -STRIP WRB �l ACCOMMODATE GUARDRAIL FASTENERS �� ; PROVIDE SHOP DRAWINGS &STAMPED ENGINEERING requirements of Rl 64.55.005 through TO J2 & BUILDING DEPARTMENT PRIOR TO 64.55.090 ' 6" MIN SAF LAPPED OVER METAL FASTENERS PER GUARDRAIL ENGINEERING, TYP. FABRICATION 3/8" GAP BETWEEN B/0 SOFFIT AND T/0 FLASHING „i NEW OR EX. RIM JOIST FASTENERS PER GUARDRAIL ENGINEERING, TYP. P,4,0 • BONDERIZED "Z" METAL WITH HEMMED DRIP EDGE "' WRB PER DESIGN DOCS NEW OR EX. RIM JOIST F WASH SHINGLED INTO WRB - z z ti` o SOFFIT PER DESIGN DOCS ° - ° N Z �; ° ;� WRB PRE -STRIP BEHIND METAL - N Z ° WRB PER DESIGN DOCS I O ° o ° ° ° ° ° N ;;� FASCIA TRIM PER DESIGN DOGS o ° ° ° N ;' WRB PRE STRIP BEHIND METAL PROVIDE 1/4" GAP AT TOP AND FACE OF ' I100,•;; ° ° 3/8" DRAINAGE GAP ;I ., FASCIA TRIM PER DESIGN DOCS 5 A 39655 Q �EGISTER�9 SIDING FOR VENTILATION o ��' �Z"SSIONAL N PREFINISHED FLASHING WITH HEMMED DRIP EDGE SIMPSON H2.5A @ 32" O.C. MAX JOIST TO 3/8" DRAINAGE GAP RIM/BLOCKING SIMPSON H2A @ 32" O.C. MAX JOIST SEALANT PER DESIGN DOCS PREFINISHED FLASHING WITH HEMMED DRIP EDGE TO PERPENDICULAR BLOCKING SOFFIT PER DESIGN DOCS ADDITIONAL RIM JOISTS OR BLOCKING SEALANT PER DESIGN DOCS EXPIRES: 3 21 2024 DRAINABLE INSECT PROOF STRIP PER SIDING PER DESIGN DOCS BETWEEN JOISTS TO ACCOMMODATE DESIGN DOCS SIMPSON H2.5A @ 32" O.C. MAX JOIST TO GUARDRAIL FASTENERS SOFFIT PER DESIGN DOCS PERPENDICULAR BLOCKING 1/W4.1 DECK TO WALL - PLYWOOD/TRAFFIC COATING -TYPICAL SIDING ID. 89 2 / W4.1 THICK EDGE W/ GUARDRAIL - PLYWOOD - TRAFFIC COATING - PREFAB RAILS ID:44 3 / W4.1THICK EDGE W/ GUARDRAIL - PLYWOOD - TRAFFIC COATING - PREFAB RAILS ID:43 NOTES: SCALE: NTS SCALE: NTS SCALE: NTS 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF JOISTS PERPENDICULAR TO RIM JOISTS PARALLEL TO RIM SIZING AND QUANTITIES OF ALL ALUMINUM SOFFIT PANELS AT COMPONENTS. ALUMINUM SOFFIT PANELS AT NEW BONDERIZED DECK EDGE METAL, WALKWAY SOFFITS ONLY NOT DECK EDGE METAL WITH HEMMED DRIP WALKWAY SOFFITS ONLY NOT FLUSH / DECK SURFACE, SET IN SEALANT SHOWN FOR CLARITY 2. MOCKUP REVIEW OF ALL EDGE PER DESIGN DOCS, FLUSH / DECK SHOWN FOR CLARITY PLYWOOD FASTENED TO RIM JOIST EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. SURFACE, SET IN SEALANT W/ 2 ROWS OF 10d @ 6" O.C. MIN. HIGH TEMP BUTYL SAF PLYWOOD FASTENED TO RIM JOIST SHEATHING PER DESIGN DOCS, PLANE 3. DRAWINGS ARE DIAGRAMMATIC W/ 2 ROWS OF 1Od @ 6" O.C. MIN. _ SLOPE METAL STANDING SEAM COPING ONLY AND ARE NOT TO BE USED EDGE TO RECEIVE DECK EDGE FLASHING N z WITH HEMMED EDGE PER FOR TAKE OFF QUANTITIES. SHEATHING PER DESIGN DOCS, PLANE 4 NEW DECK COATING PER DESIGN DOCS 4" DESIGN DOCS EDGE TO RECEIVE DECK EDGE FLASHING 4. THESE PLANS WERE PREPARED NEW DECK COATING PER DESIGN DOCS 2X BLOCKING @ 32" O.C. MAX 2 BAYS OUT FROM DECK EDGE PRE -FABRICATED METAL GUARDRAILS BY OTHERS, PROVIDE SHOP DRAWINGS & -- —'� _ SHIM AS REQUIRED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR NEW OR EX. DECK JOISTS PERPENDICULAR TO TRIM �� 1/4":12" TYP (VERIFY) o� STAMPED ENGINEERING TO J2 &BUILDING DEPARTMENT PRIOR TO FABRICATION N i i PREPARATION. BUILDING SLOPE DECK REMEDIATION PROJECTS OFTEN REQUIRE DESIGN INTERPRETATIONS AND REVISIONS 44, \" TO ACCOUNT FOR ACTUAL FIELD ul - CONDITIONS. THEREFORE, FOR N z THAT PURPOSE, J2 SHALL BE FRAMING PER STRUCTURAL RETAINED DURING ------ PRE -FABRICATED METAL GUARDRAILS BY OTHERS, ADDITIONAL RIM JOISTS OR BLOCKING TO ; CONSTRUCTION. IF J2 IS NOT PROVIDE SHOP DRAWINGS & STAMPED ENGINEERING ACCOMMODATE GUARDRAIL FASTENERS ,%� �, RETAINED TO PERFORM THESE TO J2 & BUILDING DEPARTMENT PRIOR TO I WRB PER DESIGN DOCS, TYP., APPLY SEALANT SERVICES, THESE PLANS SHALL ' FABRICATION ° FASTENERS PER GUARDRAIL ENGINEERING, TYP. ; ,I AT WRB TERMINATIONS NOT BE RELIED UPON OR USED FASTENERS PER GUARDRAIL ENGINEERING, TYP. NEW OR EX. RIM JOIST TRIM PER DESIGN DOCS FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. ;II NEW OR EX. RIM JOIST PER STRUCTURAL ° 1 WRB PER DESIGN DOCS �" WRB PER DESIGN DOCS N � WRB PRE STRIP BEHIND METAL I I SAF PER DESIGN DOGS Revisions: z ° N �' WRB PRE STRIP BEHIND METAL N FASCIA TRIM PER DESIGN DOCS �' FASCIA TRIM PER DESIGN DOCS ° "n 'I 3/8" DRAINAGE GAP HEMMED EDGE METAL PER DESIGN DOCS 3/8" DRAINAGE GAP PREFINISHED FLASHING WITH HEMMED DRIP EDGE # Date Description PREFINISHED FLASHING WITH HEMMED DRIP EDGE SEALANT PER DESIGN DOCS SEALANT PER DESIGN DOCS SEALANT PER DESIGN DOCS SOFFIT PER DESIGN DOCS SIMPSON A35Z TYP. EACH SIDE OF BLOCK 4 / W4.1 WALKWAY EDGE W/ GUARDRAIL - PLYWOOD - TRAFFIC COATING - PREFAB RAILS ID: 43 5 / W4.1 WALKWAY EDGE W/ GUARDRAIL - PLYWOOD - TRAFFIC COATING - PREFAB RAILS ID:44 6 / W4.1 COPING FOR EXPOSED BEAM ID: SCALE:NTS SCALE: NTS SCALE: NTS SIDING PER DESIGN DOCS RECEIVED DRAINAGE MEDIUM PER DESIGN DOCS WRB PER DESIGN DOCS Aug 08 2022 I I SAF PER DESIGN DOCS CITY OF EDMONDS i DEPARTMENT Project Title: DRAINABLE INSECT I I P.T. COLUMN PER STRUCTURAL PROOF STRIP PER SHIM TO DRAIN (2) DIRECTIONS DESIGN DOCS ;' ; MTL FLASHING W/ HEMMED EDGE, COMPRESSION FIT BOARDWALK AND SET IN SEALANT TRIM PER DESIGN DOCS TEMP SAF PER DESIGN DOCS SAW CUT AS NECESSARY A.HIGH E ' ' I ' ' = REUSE EXISTING POST BASE, CONTRACTOR TO VERIFY 0 F E D M 0 N D S , TYPE AND CONDITION -_-_-__----_- 0 EX. COLUMN NEW OR EX. CONCRETE SLAB ?I i ° ° J-BOLT, EPDXY ANCHOR OR SIMPSON TITAN HD BUILDING ENVELOPE WRB PER DESIGN DOCS _----' -� (CONDITION VARIES) "' NEW OR EX. CONCRETE FOOTING REPAIR SIDING PER DESIGN DOCS II a a Sheet Title: I, I N z a ' DRAINABLE INSECT PROOF STRIP a M a DRAINAGE MEDIUM PER DESIGN DOCS, MODIFY THICKNESS a AS REQUIRED TO ACCOMMODATE STRUCTURAL HARDWARE WEATHERIZATION ----------------------------• , ; WRB PER DESIGN DOCS a DETAILS - DECKS ' ' DRAINAGE MEDIUM PER DESIGN DOCS, ADJUST a a THICKNESS AS REQUIRED FOR MOUNTING - z a a HARDWARE a Scale: As Noted SIDING PER DESIGN DOCS a PERMIT SET I ° a a VP Drawn By: JMM Checked By: REP POST PER STRUCURAL Issue Date: Sheet Number: WIDTH PER PLANS 08/01/2022 W4.1 Job #: 7 / W4.1 COLUMN WRAP ID: 1018 g / W4.1 POST CAP ID: 9 / W4.1 DECK FRAMING -POST BASE ID: 130 0152101 SCALE: NTS SCALE:NTS SCALE: NTS JOISTS PERPENDICULAR TO RIM USE BELOW BOOT INSTALLATION METHOD FOR ALL COLUMNS AT NEW TRAFFIC COATING SHEATHING PER DESIGN DOCS 1) PLANE EDGE OF DECK TO ALLOW METAL 1) INSTALL (2) PART GALV. MTL BOOT FLASHING 1) INSTALL DECK EDGE FLASHING. ALL FLASHING SIDING AND CORNER TRIM PER DESIGN DOCS PEDESTRIAN TRAFFIC COATING PER DESIGN DOCS FLASHING TO SIT FLUSH WITH SURFACE. RETAIN SOLDER JOINTS. SET BOOT IN SEALANT OR JOINTS TO OVERLAP 4" MIN WITH (2) $" DIAMETER 7 1 l PLYWOOD FASTENED TO RIM JOIST MIN. DECK THICKNESS COATING BASE COAT PER MFR. BEADS OF COMPATIBLE SEALANT IN THE OVERLAP 7 1 7 1 W/ 2 ROWS OF 10tl @ 6" O.C. MIN. DRAIN PER DESIGN DOCS AND A LOCKING BAYONET JOINT AT THE HEM SHEATHING PER DESIGN DOCS, PLANE 2) INSTALL 2 PIECE SADDLE DECK EDGE FLASHING WITH MIN. 6" HORIZONTAL LEG, AND 2" MIN DROP 2) APPLY COATING TO DECK SURFACE AND EDGE TO RECEIVE DECK EDGE FLASHING DECK EDGE METAL WITH HEMMED DRIP LEG WITH 1/2" HEMMED EDGE CUT TO FIT TIGHTLY APPROX. 6" UP COLUMN/GUARDRAIL POST PER AROUND COLUMN/GUARDRAIL POST. USE LONGEST MANUFACTURERS' INSTRUCTIONS Copyright © 2022 All rights reserved. NEW DECK COATING PER DESIGN DOCS EDGE PER DESIGN DOCS, FLUSH / DECK PRACTICAL LENGTH OF EDGE METAL, NOTCH AND J2 Building Consultants, Inc. SURFACE, SET IN SEALANT FOLD AROUND CORNER q„ 8425 44th Ave W N z N z 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 BEAM PER STRUCTURAL judgement are appropriate to satisfy the I requirements of RCW 64.55.005 through ' WRB PER DESIGN DOCS _ _ 64.55.090 FASCIA TRIM PER DESIGN DOCS, FASCIA TO CONTINUE AROUND �O LANDING AT COLUMNS — — WA& WRB PRE -STRIP BEHIND METAL S DRAIN CONNECTS TO DOWNSPOUT, — — CONNECTIONS VARY _ — SOFFIT PER DESIGN DOCS — 1 3/8" DRAINAGE GAP — A 39655 q +?EGISTF o��sS PREFINISHED FLASHING WITH HEMMED DRIP EDGE ONAL SEALANT PER DESIGN DOCS PLANE DECK EDGE TO RECEIVE EXPIRES: 3 21 2024 EDGE METAL SOFFIT PER DESIGN DOCS STEP 1 STEP 2 STEP 3 1 / W4.2 TWALKWAY LANDING EDGE 1D: 2/W4.2 DRAIN -PLYWOOD/ / PEDESTRIAN TRAFFIC COATING ID: 3 / W4.2 DECK TO COLUMN/GUARDRAIL - PLYWOOD / PEDESTRIAN TRAFFIC COATING ID:883-REV NOTES: 1. CONTRACTOR IS RESPONSIBLE SCALE: NTSSCALE: NTS SCALE: NTS FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL 6•, 6 EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. co 6"x 6"x 6" BONDERIZED SADDLE FLASHING SET l 3. DRAWINGS ARE DIAGRAMMATIC PIPE PER DESIGN DOCS, SURFACE PREPARATION IN SEALANT -co ONLY AND ARE NOT TO BE USED AS REQUIRED BY MFR PLANE DECK TO RECEIVE METALS l l I FOR TAKE OFF QUANTITIES. l INSTALL BONDERIZED METAL TERMINATE PER TRAFFIC COATING MFR SADDLE FLASHING LAPS WRB BELOW 1, I DECK EDGE, METAL FLUSH W/ DECK SURFACE, LAPS OVER FASCIA TRIM I '� ;�;' I -C.I ;' 4. THESE PLANS WERE PREPARED BASED ON THE INFORMATION AVAILABLE AT THE TIME OF THEIR REINFORCING/SEALANT PER PEDESTRIAN TRAFFIC ' l PREPARATION. BUILDING REMEDIATION PROJECTS OFTEN COATING MFR ' 0 REQUIRE DESIGN PEDESTRIAN TRAFFIC COATING PER DESIGN DOCS /// l // ////j DECK EDGE TO BE FABRICATED WATER -TIGHT AT Y l l l INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD OUTSIDE CORNER TRANSITION CONDITIONS. THEREFORE, FOR z SHEATHING PER DESIGN DOCS THAT PURPOSE, J2 SHALL BE N RETAINED DURING CONSTRUCTION. IF J2 IS NOT ////// j//// //// RETAINED TO PERFORM THESE SERVICES, THESE PLANS SHALL NOT BE RELIED UPON OR D FOR ANY PURPOSE WITHOUT WRITTEN APPROVAL FROM J2. Revisions: INSTALL FASCIA BOARD OVER WRB & DRAINAGE MEDIUM IF APPLICABLE # Date Description STEP 3 STEP 4 STEP 1 STEP 2 4 / W4.2 PIPE PENETRATION - PLYWOOD / PEDESTRIAN TRAFFIC COATING ID: 5 / W4.2 DECK SADDLE STEP 1 & 2 - PLYWOOD W/ TRAFFIC COATING ID: 90 6/W4.2 DECK SADDLE STEP 3 & 4 -PLYWOOD W/ TRAFFIC COATING ID: 91 SCALE: NTS SCALE: NTSSCALE: NTS RECEIVED 6„ INSTALL BONDERIZED 11„ Aug 08 2022 METAL DECK EDGE, METAL 6"x 6"x 6" BONDERIZED SADDLE FLASHING SET FLUSH W/ DECK SURFACE, \ CIDEVETY OF EDMONDS PMENT SERVICES 6' IN SEALANT LAPS OVER FASCIA TRIM BONDERIZED METAL BASE TO I PEDESTRIAN TRAFFIC COATING DEPARTMENT Project Title: WALL FLASHING PER DESIGN DOCS I l PLANE DECK TO RECEIVE METALS '; '; , 2"x2" MIN. METAL \' BOARDWALK (SOLDERED) DIVERTER SADDLE FLASHING LAPS WRB BELOW I OF EDMONDS l I MTL BASE OF WALL FLASHING W/ BUILDING ENVELOPE 10' OVER BEND TO COMPRESSION FIT TO DECK REPAIR Sheet Title: l l l l '�///• ELASTOMERIC DECK COATING `� 3/4" MIN. 1-1/4" MAX WEATHERIZATION /////////// PER DESIGN DOCS DETAILS - DECKS WET SET IN BASE COAT OR SEALANT INSTALL FASCIA BOARD OVER WRB & DECK SUB FASCIA, WRAP W/ WRB DRAINAGE MEDIUM IF APPLICABLE SHEATHING PER DESIGN DOCS Scale: As Noted PERMIT SET PROVIDE SEALANT BEHIND EDGES FOR AIR BARRIER CONTINUITY CONT. TRIM AT NOSING Drawn By: JMM STEP 1 STEP 2 EX. STRINGER FRAMING Checked By: REP STEP 3 STEP 4 Issue Date: Sheet Number: 08/01 /2022 W4.2 Job #: 7 / W4.2 DECK TO WALL - DECK SADDLE STEP 1 & 2 - PLYWOOD W/ TRAFFIC COATING g / W4 2 DECK TO WALL -DECK SADDLE STEP 3 & 4 -PLYWOOD W/ TRAFFIC COATING g / W4.2 ENCLOSED STAIRS ID 0152101 ALE: N SCALE: NTS SCALE: NTS SCALE:N SCALE: NTS #3 INSTALL SADDLE OVER BASE OF WALL BALUSTERS AND VERTICAL OR HORIZONTAL MEMBERS AND BASE OF STAIR #5 INSTALL STAIR TO DECK EDGE METAL WITH GUARD REQUIRED WHEN WALKING SURFACE SPACED SO THAT A 4" DIA. SPHERE CANNOT PASS. A 4 FLASHING WALL SADDLE HEMMED EDGE WITH KICK OUT IS >_ 30" ABOVE FLOOR OR GRADE WITHIN 36" HORIZONTALLYITTF11 1/2" SPHERE MAY PASS THROUGH ABOVE 34" UP TO 42"H J? Copyright ©2022 All rights reserved. J2 Building Consultants, Inc. #1 BASE OF WALL FLASHING DECK EDGE METAL WITH 1 TREAD 8425 44th Ave W HEMMED EDGE - NO KICK OUT Mukilteo, WA 98275 MIN Tel 425.774.5600 z Fax 425.774.5661 www.J2Consultants.com #2 INSTALL BASE OF STAIR FLASHING OVER The undersigned has provided building 9 p 9 Co BASE OF WALL J enclosure documents that in my professional 9' FLASHING judgement are appropriate to satisfy the requirements of RCW 64.55.005 through #4 INSTALL STAIR 64.55.090 NOSING WITH HEMMED �, U z FRONT EDGE y a- ao = PA� v Cl) TRIANGULAR SPACE FORMED BY RISER, TREAD F � O AND BOTTOM OF RAIL MUST PREVENT PASSAGE z OF 6" DIA. SPHERE A0 X < I , NOTES: A 39655 9 �q EGISTER� 1. GUARD RAIL AND HANDRAIL MUST MEET 2018 IBC. FINAL LAYOUT o ,� SIGNAL ` SUBJECT TO FIELD VERIFICATION OF EXISTING AND PROPOSED E� #6 INSTALL BASE OF STRUCTURAL CONDITIONS. WALL FLASHING AT 11" 2. GUARDRAIL SHALL BE ENGINEERED BY STATE LICENSED ENGINEER EXPIRES: 3 21 2024 STAIR TREAD PER DEFERRED SUBMITTTAL BY GC. MIN 3. ENSURE HAND RAIL EXTENSIONS MEET ANSI 117.1 SECTION 505.10 1 / W4.3 ENCLOSED STAIR FLASHING ID: 2 / W4.3 ENCLOSED STAIR PARTIAL HEIGHT WALL ID: 3 / W4.3 GUARDRAIL REFERENCE ID: 107 NOTES: SCALE: NTS SCALE: NTS SCALE: NTS 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SHEATHING PER DESIGN SIZING AND QUANTITIES OF ALL N z DECK EDGE METAL WITH HEMMED DRIP EDGE, DOCS PT STAIR STRINGER PER STRUCTRAL COMPONENTS. NOTES: FLUSH / DECK SURFACE, SET IN SEALANT 1. ENSURE HANDRAIL EXTENSIONS MEET ANSI 117.1 PEDESTRIAN TRAFFIC (2) 3/8" X 3" LAG SCREWS i i i EPDM PAD PER DESIGN DOGS i i i i i i i 2. MOCKUP REVIEW OF ALL SECTION 505.10 AND IBC 2018 COATING PER DESIGN i i i i i i i i i i � EXTERIOR ASSEMBLIES 2. HANDRAILS TO BE INSTALLED ON EACH SIDE OF 1X2 PT TRIM AT NOSING OF LANDING DOCS i i i i i (2) TOP COATS OVER METAL REQUIRED BEFORE INSTALLATION. STAIR RUN 1' 0" 1 RETURN HAND RAIL TO WALL, TYP. 3/4" PT PLYWOOD, RADIUS EDGES i i i ANGLE n 3. DRAWINGS ARE DIAGRAMMATIC HANDRAILS SHALL BE A MIN TREAD TRIM PER DESIGN DOCS SHEATHING PER DESIGN DOCS k CANT STRIP PER MFR, TYP. ONLY AND ARE NOT TO BE USED MINIMUM OF 1 1/4" TO MAXIMUM OF 2" OUTSIDE BASE COAT PER DESIGN DOCS FOR TAKE OFF QUANTITIES. DIAMETER —LVJ--L STRINGERS, HARDWARE AND TREADS 4. THESE PLANS WERE PREPARED HANDRAILS SHALL CONTINUE TO SLOPE PER STRUCTURAL BASED ON THE INFORMATION FOR THE DEPTH OF ONE TREAD BEYOND a� AVAILABLE AT THE TIME OF THEIR 12" HAND RAILS SHALL EXTEND THE BOTTOM RISER 11" MIN. DET DETAIL END VIEW PREPARATION. BUILDING BEYOND TOP RISER REMEDIATION PROJECTS OFTEN MIN. REQUIRE DESIGN PT STAIR STRINGER PER STRUCTURAL, FIELD TREAT ALL CUT ENDS INTERPRETATIONS AND REVISIONS TO ACCOUNT FOR ACTUAL FIELD ' STAIR TREADS PER DESIGN DOCS CONDITIONS. THEREFORE, FOR THAT PURPOSE, J2 SHALL BE 1 I RETAINED DURING � SOFFIT PER DESIGN DOCS L 6 x 2 x 1/4" METAL ANGLE G180 HDG & BONDERIZED W/ WELDED 1/2" CONSTRUCTION. IF J2 IS NOT TREAD a , : o ; ; a I , HDG STUD RETAINED TO PERFORM THESE 1-1/4" MAX ;� (2) 3/8" X 31/2" HDG LAG SCREWS SERVICES, THESE PLANS SHALL ; NOT BE RELIED UPON OR USED z o 0 3/4" PT PLYWOOD FOR ANY PURPOSE WITHOUT N z FRAMING AND HARDWARE WRITTEN APPROVAL FROM J2. PER STRUCTURAL (2) TOP COATS OVER METAL ANGLE WRB PER DESIGN DOCS, TYP. a , CANT STRIP PER MFR Revisions: 1 RETURN p METAL FLASHING WITH BASE COAT PER DESIGN DOCS + z HANDRAIL TO ° HEMMED DRIP EDGE, TREAD WALL, TYP. MAINTAIN a" DRAINAGE # Date Description M o o GAP BETWEEN FLASHING N SHEATHING PER DESIGN DOCS, PLANE EDGE TO RECEIVE BONDERIZED AND BOTTOM OF TRIM N EDGE METAL, SET EDGE METAL IN SEALANT 1 4" CYLINDER MAY NOT PASS \ 2X BLOCKING THROUGH TREAD VP 4 / W4.3 HANDRAIL REFERENCE ID: 106 5 / W4.3 TOP OF STAIR STRINGER TO WOOD LANDING ID:264 F6/W4.3 STAIR STRINGER AT LANDING ID:46 SCALE: NTS SCALE: NTSSCALE: NTS RECEIVED Aug 08 2022 CITY OF EDMONDS DEVELOPMENT SQ\/1Q.F.; Project Title: DEPARTMENT BOARDWALK OF EDMONDS BUILDING ENVELOPE REPAIR Sheet Title: WEATHERIZATION DETAILS - DECKS Scale: As Noted PERMIT SET Drawn By: JMM Checked By: REP Issue Date: Sheet Number: 08/01 /2022 W4.3 Job #: 0152101