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APPROVED BLD BLD2022-1146+Architectural_Plan+8.25.2022_8.01.40_AM+3071684GENERAL NOTES GENERAL NOTES (cont'd.', 1. ALL DRAWINGS, NOTES, AND DETAILS PROVIDED IN THIS SECTION REPRESENTS THE CONSTRUCTION DOCUMENTS. THE 'CONSTRUCTION DOCUMENTS' MAY NOT REPRESENT ALL CONDITIONS AND DIMENSIONS THAT ARE PRESENT ON SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND VERIFY ALL SITE CONDITIONS. 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS INCLUDING ACCESS TO THE WORK, POWER REQUIREMENTS, STAGING, DISPOSAL, AND SECURE MATERIAL STORAGE. 3. ALL MATERIALS SPECIFIED WITHIN THIS CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE WORK. NO SUBSTITUTIONS SHALL BE ACCEPTED UNLESS A WRITTEN REQUEST IS MADE FOR CONSIDERATION. ANY SUBSTITUTION REQUEST SHALL BE SUBMITTED IN CONJUNCTION WITH A LETTER FROM THE MATERIAL MANUFACTURER STATING A) THE PRODUCT HAS EQUAL PHYSICAL PROPERTIES TO THE SPECIFIED MATERIAL, B) THAT THE MANUFACTURER WARRANTS THAT THE SUBSTITUTED MATERIAL IS COMPATIBLE WITH ALL ADJACENT AND UNDERLYING MATERIALS AND SHALL MEET ITS INTENDED SERVICE LIFE. 4. THE CONTRACTOR SHALL VERIFY THE MATERIAL COMPATIBILITY OF ALL WATERPROOFING COMPONENTS (E.G., SEALANTS, CLOSED CELL BACKER ROD, SELF -ADHERING MEMBRANE, ETC.) USED IN CONJUNCTION WITH OTHER WATERPROOFING COMPONENTS. 5. THE CONTRACTOR SHALL ESTABLISH A WRITTEN SAFETY AND FALL PROTECTION PLAN, A COPY OF WHICH SHALL BE MAINTAINED ONSITE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO COMMUNICATE THE PLANS TO ALL EMPLOYEES AND SUBCONTRACTORS. . 6. THE CONTRACTOR SHALL PROVIDE TO THE OWNER AND THE CONTRACT PROJECT ENGINEER EMERGENCY TELEPHONE NUMBERS AND CONTACT NAMES FOR USE, IF REQUIRED, OUTSIDE OF NORMAL BUSINESS HOURS. 7. THE CONTRACTOR SHALL INSTITUTE COMPLIANCE WITH AND BE SOLELY RESPONSIBLE FOR ALL RELEVANT CITY, COUNTY, STATE AND/OR FEDERAL ORDINANCES, LAWS AND REGULATIONS INCLUDING BUT NOT LIMITED TO: A) PROVISIONS FOR DISPOSAL OF CONSTRUCTION MATERIALS AND DEMOLITION DEBRIS. B) PROVISIONS FOR ELECTRICAL SAFETY. C) PROVISIONS OF OSHA REGULATIONS AND SIMILAR STATE AND LOCAL REQUIREMENTS FOR SAFETY IN THE WORKPLACE, INCLUDING PROVISIONS FOR SAFETY AND FALL PROTECTION PROGRAMS. D) PROVISIONS OF THE HAZARDOUS MATERIALS SECTIONS OF THE MATERIAL SAFETY DATA SHEETS (MSDS) SUBMITTED FOR PRODUCTS BROUGHT TO AND UTILIZED ON SITE. 8. A PROJECT BINDER SHALL BE GENERATED FOR ALL SPECIFIED PRODUCTS INCLUDING, INSTALLATION INSTRUCTIONS, PRODUCT DATA SHEETS AND MSDS SHEETS FOR ALL PRODUCTS. 9. THE PROVISIONS OF ALL RULES AND REGULATIONS GOVERNING SAFETY OF THE WORK SHALL APPLY TO ALL WORK UNDER THIS CONTRACT. FEDERAL, STATE AND LOCAL INSPECTORS SHALL BE GRANTED ACCESS TO THE WORK FOR INSPECTION WITHOUT FIRST OBTAINING A SEARCH OR ADMINISTRATIVE WARRANT. 10. IF THE CONTRACTOR OBSERVES THE EXISTENCE OF ANY MATERIAL, WHICH HE KNOWS OR HAS REASON TO BELIEVE IS HAZARDOUS TO HUMAN HEALTH, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER. THE CONTRACTOR SHALL NOT PERFORM ANY WORK INVOLVING THE MATERIAL OR ANY WORK CAUSING THE MATERIAL TO BE LESS ACCESSIBLE PRIOR TO RECEIPT OF SPECIAL INSTRUCTIONS FROM THE OWNER. 11. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR HIS INVITEES AT THE SITE AND FOR THOSE OF HIS SUBCONTRACTORS, SUPPLIERS, AND THEIR EMPLOYEES, INCLUDING ANY ACTS OR OMISSIONS OF SUCH INVITEES. ALL INVITEES SHALL SIGN -IN AT. 12. THE CONTRACTOR AND NOT THE CONSULTANT SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES (OTHER THAN THOSE EXPRESSLY SPECIFIED IN CONTRACT DOCUMENTS), OR FOR SAFETY AND FALL PROTECTION PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 13. ALL MATERIAL AND WORKMANSHIP SHALL BE SUBJECT TO OBSERVATION, EXAMINATION AND TESTING AT ANY AND ALL TIMES DURING MANUFACTURE AND CONSTRUCTION. THE CONSULTANT AND THE OWNER SHALL HAVE AUTHORITY TO REJECT DEFECTIVE MATERIAL AND WORKMANSHIP AND REQUIRE ITS CORRECTION. DEFECTIVE WORKMANSHIP SHALL BE SATISFACTORILY CORRECTED AND DEFECTIVE MATERIAL SHALL BE SATISFACTORILY REPLACED WITH PROPER MATERIAL WITHOUT CHARGE THEREFOR, AND THE CONTRACTOR SHALL PROMPTLY SEGREGATE AND REMOVE THE DEFECTIVE MATERIAL FROM THE SITE. 14. THE CONSULTANT, THE OWNER, THE CONTRACT PROJECT ENGINEER, THE OWNER'S OBSERVERS AND OTHER TESTING PERSONNEL, INSPECTORS FROM STATE AND LOCAL AGENCIES, AND OTHERS AUTHORIZED BY THE OWNER, SHALL HAVE ACCESS TO THE WORK AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR ACCESS AND INSPECTION. 15. IF THE CONTRACTOR DEEMS ADDITIONAL DETAIL OR INFORMATION IS NEEDED, HE MAY REQUEST THE SAME IN WRITING FROM THE CONSULTANT TO CLARIFY THE INTENT CONVEYED IN THE SCOPE OF WORK OR PLANS AND SPECIFICATIONS. HIS REQUEST SHALL PRECISELY STATE THE DETAIL OR INFORMATION NEEDED AND SHALL EXPLAIN WHY IT IS NEEDED. THE CONTRACTOR SHALL ALSO INDICATE A DATE WHEN THE REQUESTED INFORMATION IS REQUIRED. 16. IF THE CONTRACTOR FINDS A CONFLICT, ERROR, OR OTHER DISCREPANCY IN THE PLANS OR SPECIFICATIONS, HE SHALL NOTIFY THE CONSULTANT IN WRITING AS SOON AS REASONABLY POSSIBLE, BUT BEFORE PROCEEDING WITH THE AFFECTED WORK. THE CONSULTANT SHALL ISSUE A CLARIFICATION TO THE CONTRACTOR STATING THE CORRECT REQUIREMENTS. IF THE CONTRACTOR DEEMS THE FIELD ORDER REQUIRES ADDITIONAL WORK, HE SHALL NOTIFY THE CONSULTANT OF SUCH PRIOR TO PROCEEDING WITH THAT WORK AND HE SHALL SUBMIT A REQUEST FOR CHANGE ORDER ALONG WITH A DETAILED SUBSTANTIATING COST PROPOSAL THRU THE CONSULTANT TO THE OWNER. 17. SUBMITTALS SHALL BE FORWARDED WITH REASONABLE TIME FOR REVIEW TO THE CONSULTANT FOR APPROVAL IF REQUIRED BY THE SPECIFICATIONS OR SCOPE OF WORK OR IF REQUESTED BY THE CONSULTANT OR THE OWNER. NO PART OF THE WORK DEALT WITH BY A SUBMITTAL SHALL BE FABRICATED BY THE CONTRACTOR, SAVE AT HIS OWN RISK, UNTIL SUCH APPROVAL HAS BEEN GIVEN. 18. IF A SUBMITTAL INDICATES A DEPARTURE FROM THE CONTRACT REQUIREMENTS, THE CONSULTANT MAY REJECT THE SUBMITTAL OR, IF HE DEEMS IT TO HAVE MERIT, MAY RECOMMEND IT TO THE OWNER, WHO SHALL APPROVE OR REJECT IT AS THE OWNER, IN ITS SOLE DISCRETION, SEES FIT. THE DEPARTURE FROM THE CONTRACT REQUIREMENTS SHALL BE FURTHER AUTHORIZED BY A CHANGE ORDER, IF A REDUCTION OR INCREASE IN THE CONTRACT PRICE IS APPROPRIATE. 19. THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS. APPROVAL OF THE CONTRACTOR'S SUBMITTALS BY THE CONSULTANT DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF COMPLYING WITH THE CONTRACT AND ALL DRAWINGS AND SPECIFICATIONS, EXCEPT AS CHANGED BY CHANGE ORDER. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEW AND CONFIRMING COMPATIBILITY OF ALL COMPONENTS IN THE EVENT OF A SUBSTITUTION. LETTERS FROM THE RELEVANT MATERIAL SUPPLIERS CONFIRMING COMPATIBILITY SHALL BE SUFFICIENT EVIDENCE OF COMPATIBILITY. 21. UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THE CONTRACT, ALL EQUIPMENT, MATERIAL, AND ACCESSORIES INCORPORATED IN THE WORK ARE TO BE NEW. 22. UNLESS SPECIFICALLY APPROVED BY THE OWNER OR REQUIRED BY THE CONTRACT, THE CONTRACTOR SHALL NOT INCORPORATE INTO THE WORK ANY MATERIALS CONTAINING ASBESTOS OR ANY MATERIAL KNOWN BY THE INDUSTRY TO BE HAZARDOUS TO THE HEALTH OF BUILDING CONSTRUCTION WORKERS, MAINTENANCE WORKERS, OR OCCUPANTS. 23. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY FOUND IN THE BUILDING INDUSTRY IN EVERY RESPECT. ALL ITEMS OF WORK SHALL BE DONE BY CRAFTSMEN OR TRADESMEN SKILLED IN THE PARTICULAR TASK OR ACTIVITY TO WHICH THEY ARE ASSIGNED. POOR OR INFERIOR WORKMANSHIP SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE SUCH THAT THE WORK CONFORMS TO THE HIGHEST QUALITY STANDARDS OF THE TRADES CONCERNED, OR OTHERWISE CORRECTED TO THE SATISFACTION OF THE CONSULTANT, THE OWNER, OR OTHER INSPECTING AUTHORITY, AS APPLICABLE. ALL WORK SHALL BE FREE OF DEFECTS RESULTING FROM THE USE OF MATERIALS, EQUIPMENT OR WORKMANSHIP, WHICH ARE DEFECTIVE, INFERIOR, OR NOT IN ACCORDANCE WITH THE TERMS OF THE CONTRACT DOCUMENTS. 24. IF THE CONTRACTOR FINDS A GROWTH ON THE MATERIALS TO BE REMOVED WHICH THEY ARE CONCERNED ABOUT, THE CONTRACTOR SHALL CONTACT THE OWNER AND A CERTIFIED INDUSTRIAL HYGIENIST TO DETERMINE PROPER CONTAINMENT, HANDLING, AND DISPOSAL TECHNIQUES INCLUDING PERSONAL PROTECTION EQUIPMENT THAT IS NEEDED. ALL MATERIALS THAT ARE PHYSICALLY DAMAGED BY A GROWTH AND ROT WILL BE REMOVED PER THE HYGIENISTS PROTOCOL. APPLICABLE CODES ALL CONSTRUCTION WITHIN THE SPECIFIED AREA OF WORK SHALL COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE, AND APPLICABLE CITY AND STATE AMENDMENTS. NO CHANGE TO REMAINING CONSTRUCTION PER 2018 INTERNATIONAL EXISTING BUILDING CODE. ENERGY NOTES RESIDENTIAL: PER 2018 WASHINGTON STATE ENERGY CODE, PRESCRIPTIVE, SECTION 1320 1. FUEL TYPE -'A' ELECTRICAL RESISTANCE, (NO CHANGE) 2. BUILDING ENVELOPE PRESCRIPTIVE PATH, TABLE 13-1 OF 2018 WASHINGTON STATE ENERGY CODE 3. CONSTRUCTION DETAILS: GLAZING PERCENTAGE OF FLOOR AREA CALCULATION - NO CHANGE - NOT APPLICABLE INSULATION R VALUES (EXISTING, UNLESS NOTED OTHERWISE): ROOF OVER ATTIC NO CHANGE - NOT APPLICABLE CEILINGS NO CHANGE - NOT APPLICABLE WALLS ABOVE GRADE NO CHANGE - NOT APPLICABLE WALLS BELOW GRADE NO CHANGE - NOT APPLICABLE FLOORS OVER UNCONDIOTIONED SPACE NO CHANGE - NOT APPLICABLE SLABS ON GRADE NO CHANGE - NOT APPLICABLE RADIANT FLOORS NOT APPLICABLE DOORS NO CHANGE - NOT APPLICABLE VERTICAL GLAZING NO CHANGE - NOT APPLICABLE OVERHEAD GLAZING NO CHANGE - NOT APPLICABLE 4. LIGHTING SYSTEM (NO CHANGE) BUILDING INFORMATION: CONSTRUCTION TYPE: WOOD FRAME, SPRINKLERED 229 3rd AVENUE SOUTH UNITS 101, 102, 103, 201, 202, 203, 301, 302, A, B, C EDMONDS, WASHINGTON 98020 PARCEL NO.: SCA 0085140011010-00851400300100 YEAR BUILT: 1995 USE: MULTI -FAMILY PLANNED UNIT DEVELOPMENT CONSTRUCTION TYPE: WOOD FRAME r a`r M l_ ill t IiDayton St Dayton St Dayton St Dayton St a n rn a W » nr 4, n n C n [n m TI N rn N 3 y 2) CL 3 ° N w n z a R a W Alder St Alder St n Ln a SITE PLAN NO CHANGE PROJECT TEAM: OWNER: THE ATRIUM CONDOMINIUMS 229 3rd AVE SOUTH EDMONDS, WA 98020 CONTACT: ASSOCIATION BOARD 229 3rd AVE SOUTH EDMONDS, WA 98020 BUILDING CONSULTANT: DIMENSIONAL BUILDING CONSULTANTS, LLC 626 120th AVENUE NE, SUITE B101 BELLEVUE, WA 98005 CONTACT: MARTIN FLORES TEL: 425-455-2046 EMAIL: martin@dimensionalbc.com CONTRACTOR: TO BE DETERMINED u Dayton St El 0 a a Alder Sf M u BgCk I.n n C W Walnut St Walnut St Walnut St a C N d) M i NIT IWT tip f 14+ I_i wal } Dayton St Maple $t Alder St I IT ItrFIT 301 11'11 11-11 rpI IJ T gild IT ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE THE ATRIUM 2fll �7Z I.FFJIT t2w I'III TA 3 2'i UNIT.206 _ I'ralTV' 0MT ii;]IT 204 ' 0 4 2 r2l tlraLT. J,., 7 ��� @a.JILDFNG APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department Work EXTERIOR REPAIRS Address 229 3RD AVE S ----------------------------------------------- Owner ATRIUM CONDOMINIUMS Approved Date 09/01 /2022 Buildinn Official Erl c/ Ct:trfer Permit Number BLD2022-1146 THE ATRIUM AREA OF WORK - 1 PARTIAL WALL SHEET INDEX Sheet Number Sheet Title G-1.1 GENERAL NOTES & DRAWING INDEX G-1.2 SCOPE OF WORK BE-2.1 PARTIAL DEMO SOUTH ELEVATION BE-2.2 PARTIAL SOUTH ELEVATION REPAIR BE-3.1 DETAILS A T w w > to w 0 m U) m W LO c0 I- O O O N N z CD LO O O 00 d� \a V, 0 > 0 m J 0 O J -0 N O to _l__j m ca 0 04 � W W vJ W 0 z Ln U .> > O 1714 W T_ O N O RECEIVED Aug 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ^ V J C) 0 00 LL Q Z0 2 L.L Z 0 0 0LU0 C) F--- X E _0 Z Q w 0w� v�0 W U) L.L [)� (1) Q Q w~ Q N N SHEET NO. G-1 01 GENERAL NOTES & DRAWING INDEX DATE: 2022-06-13 PROJECT NO.: w H O z U J J vi c U) c: 0 U E m ct3 0 U) E N N O N L 0 U O SCOPE OF WORK .1.0 ROOF REPAIRS 5.0 GENERAL NO REPAIRS TO THE ROOF ARE INCLUDED IN THIS SCOPE. A. DOWNSPOUTS ARE TO BE REMOVED AND REUSED. ANY SECTIONS DAMAGED DURING TEMPORARY REMOVAL ARE TO BE REPLACED AT CONTRACTOR'S COST. DYSFUNCTIONAL RUNS OR CONNECTIONS ARE TO BE CORRECTED TO ENSURE ADEQUATE DRAINAGE. RE -INSTALL DOWNSPOUTS INTO 2.0 EXTERIOR PLASTER CEMENT REPAIRS EXISTING TIGHTLINES. COORDINATE WITH PROJECT ENGINEER. A. ALL WORK IS LIMITED TO THE PARTIAL SOUTH ELEVATION AS SHOWN ON THE SITE PLAN. B. CLEANUP B. COORDINATE ALL ACCESS REQUIREMENTS WITH MANAGEMENT TO ENSURE RESIDENTS ARE a. POWER -WASH OF GENERAL AREA PROVIDED WITH ADEQUATE NOTICES. b. FINAL WINDOW CLEANING C. COORDINATE ALL WORK WITH OTHER TRADES INCLUDING BUT NOT LIMITED TO DEMOLITION, PLASTER, C. CONTRACTOR MUST COORDINATE ANY WORK (CUTTING, TRIMMING, ETC) RELATED TO EXISTING WEATHER BARRIERS, SHEET METAL FLASHINGS, WINDOWS, INTERIOR WORK, ETC. REFER TO THE LANDSCAPING WITH THE OWNER, TO ALLOW ACCESS FOR LABOR AND SCAFFOLDING. REHABILITATION DRAWINGS FOR THE AREA OF WORK. D. UNLESS OTHERWISE SPECIFICALLY APPROVED IN WRITING BY THE PROJECT ENGINEER, ALL D. IN THE AREA OF WORK, REMOVE AND PROPERLY DISPOSE OF 100% OF THE EXISTING EXTERIOR MATERIALS SHALL BE DELIVERED TO JOBSITE IN THEIR ORIGINAL CONTAINERS WITH PLASTER CEMENT ("STUCCO"), WEATHER BARRIERS, FLEXIBLE FLASHINGS, METAL FLASHINGS, MANUFACTURER'S LABELS. ONLY PREMIUM GRADE MATERIALS WILL BE USED. SCREEDS, ETC. AND EXPOSE THE EXTERIOR SHEATHING FOR EXAMINATION. CARE MUST BE TAKEN TO E. CONTRACTOR TO PROVIDE WRITTEN MATERIAL AND LABOR WARRANTY IN ACCORDANCE WITH THE ENSURE AT LEAST 6 INCHES OF THE ORIGINAL WEATHER BARRIER REMAINS IN PLACE AND EXPOSE, MINIMUM REQUIREMENTS OF THE STATE OF WASHINGTON AND WITH THE CONTRACT DOCUMENTS. FOR THE PURPOSE OF LATER REUSE AND WEATHER PROTECTION. 6.0 ALTERNATES E. REMOVE AND REPLACE EXTERIOR SHEATHING THAT HAS EVIDENCE OF MOISTURE OR WATER DAMAGE.REPLACE IN LIKE KIND ASSUMING EXISTING IS'/z INCH THICK CDX EXTERIOR GRADE PLYWOOD. COORDINATE WITH THE PROJECT ENGINEER. A. REPLACE (E) WINDOWS - 6 EA. - WITH NEW NAIL FLANGE VINYL UNITS. MILGARD TRINSIC OR SIMILAR, WHITE FRAMES WITH SCREENS. INCLUDE THE COST TO TRIM EXISTING INTERIOR LINERS AND CAULK. F. FRAMING. CAREFULLY EVALUATE THE EXTERIOR FRAMING THAT HAS EVIDENCE OF MOISTURE OR FLASH NEW WINDOWS AS SHOWN IN THE DRAWINGS. WATER DAMAGE. COORDINATE WITH PROJECT ENGINEER. COORDIANTE WITH THE PROJECT ENGINEER. B. PROVIDE AND INSTALL CEMENT PLASTER (STUCCO) DRAINAGE MAT AS SHOWN IN THE DETAILS. G. VERTICAL STUCCO JOINTS. PREPARE THESE VERTICAL JOINTS FOR PROPER INTEGRATION INTO THE NEW STUCCO. AT THE VERTICAL TRANSITIONS WHERE THE EXISTING STUCCO IS TO REMAIN, PROVIDE AND INSTALL 12 INCHES OF LIQUID -APPLIED WATERPROOFING FLASHING OVER THE PLYWOOD. ALLOW THE FLASHING TO CURE. REINFORCE THE ORIGINAL WRB WITH A LAYER OF 6 INCHES WIDE SELF ADEHRING FLASHING. H. INSTALL NEW WATER-RESISTANT BARRIER ("WRB"), FLEXIBLE AND METAL FLASHINGS AS PER THE PROVIDED DRAWINGS AND SPECIFICATIONS. THE NEW WRB SHALL CONSIST OF 2 LAYERS OF GRADE D, 60 MINUTE PAPER, OVERLAPPED AT 50% PLUS 2 INCHES FOR "DOUBLE COURSE" APPLICATION. ENSURE ALL WALL PENETRATIONS ARE PROPERLY TREATED WITH AN APPROVED FLASHING SYSTEM. INSTALL IN STRICT COMPLIANCE WITH THE PUBLISHED LITERATURE OF THE FLASHING AND WRB PUBLISHED LITERATURE. I. TRANSITION TO BRICK VENEER. ASSUME THE BRICK VENEER LOCATED A THE FIRST FLOOR IS TO REMAIN IN PLACE. PROVIDE AND INSTALL SELF -ADHERING FLEXIBLE FLASHINGS, WOOD BLOCKING, SHEET METAL FLASHINGS AND SEALANTS AS DETAILED IN THE PROVIDED DRAWINGS. COORDINATE THE WORK WITH THE WINDOW FLASHINGS. SHEET METAL FLASHING MUST BE MANUFACTURED FROM 26 GA., G-90 GALVANIZED, PRE -PAINTED SHEET METAL AND MUST BE PROVIDED WITH FOLDED END DAMS AND 2 INCH SEALED LAPS. J. PROVIDE AND INSTALL NEW 3-COAT STUCCO OVER THE WATER -RESISTIVE BARRIER. PROVIDE CONTROL JOINTS AND EXPANSION JOINTS AS ILLUSTRATED IN THE PROVIDED DRAWINGS, TO MATCH EXISTING TEXTURE, COLOR AND SHEEN. INCLUDE INSTALLATION OF THE SELF -FURRING REINFORCING METAL LATH, STRUCTURAL LATH FASTENERS, METAL ACCESSORIES. THE STUCCO ASSEMBLY MUST BE IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS OF THE LATEST EDITION OF THE RESOURCE GUIDE PUBLISHED BY THE NORTHWEST WALL & CEILING BUREAU ("NWCB"). FASTENING OF THE METAL REINFORCING MESH SHALL BE AS REQUIRED PER CURRENT BUILDING CODE. K. ALL EXTERIOR VENT COVERS, OUTLET COVERS, ETC. WILL BE REPLACED. ALL MAJOR EXTERIOR LIGHTING WILL BE RE -USED. L. THE INSTALLATION OF ANY AND ALL EXTERIOR WALL ASSEMBLY MATERIALS MUST BE IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS AND REQUIREMENTS OF THE MANUFACTURERS, IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS SET FORTH BY THE AMERICAN PLYWOOD ASSOCIATION, ASTM STANDARDS, SMACNA AND NWCB. THE INSTALLATION AND TERMINATIONS MUST BE WEATHERPROOFED, MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE CODE PROVISIONS. WHEREVER IN CONFLICT, THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. 3.0 WINDOWS AND EXTERIOR DOORS A. ALL WORK IS LIMITED TO THE PARTIAL SOUTH ELEVATION. THIS SECTION INCLUDES INTEGRATION OF EXISTING WINDOWS INTO THE NEW STUCCO ASSEMBLY. B. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. C. COORDINATE ALL WORK WITH OTHER TRADES INCLUDING BUT NOT LIMITED TO DEMOLITION, PLASTER, WEATHER BARRIERS, SHEET METAL FLASHINGS, WINDOWS, INTERIOR WORK, ETC. REFER TO THE REHABILITATION DRAWINGS FOR THE AREA OF WORK. D. AT THE AREA OF WORK, CAREFULLY CLEAN AND PREPARE EXISTING WINDOWS FOR REUSE AND INTEGRATION TO NEW FLASHINGS AND STUCCO SYSTEM. E. TEMPORARILY DISLODGE EXISTING WINDOWS TO ALLOW FOR INSTALLATION OF FLEXIBLE FLASHINGS. PROVIDE AND INSTALL NEW FLEXIBLE FLASHINGS ENSURING THE FLASHING APPLICATION IS WEATER-LAPPED. VERIFY WINDOWS ARE ADEQUATELY NAILED AT THE SILL AND JAMBS, WITH NAILS APPLIED AT EVERY OTHER PRE -PUNCHED HOLES. VERIFY WINDOW UNIT OPERATES AND LOCKS PROPERLY. F. PROVIDE AND INSTALL NEW METAL HEAD FLASHINGS AT WINDOW AND DOOR UNITS. ALL METAL FLASHING MUST BE MANUFACTURED FROM 26 GA., G-90 GALVANIZED, PRE -PAINTED METAL AND MUST BE PROVIDED WITH FOLDED END DAMS. INTEGRATE THE SHEET METAL FLASHING INTO THE WRB AND STUCCO. CAULK THE INTERIOR LINERS OF THE WINDOWS. G. THE INSTALLATION OF ALL FLEXIBLE AND SHEET METAL FLASHINGS MUST BE IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS AND REQUIREMENTS OF THE MANUFACTURERS, IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS SET FORTH BY THE AAMA 2400, APPLICABLE ASTM E2112 STANDARD AND SMACNA. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE CODE PROVISIONS. 4.0 ALLOWANCES. ww > co w o 00 w � o 0 O N N z o 0 (Z 0 ■� U) U J J i O U m RECEIVED Aug 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) G Z 2 O 0 Z O U G I..L Q W T 0. O 0. Z Wp j W ryo op W �__ U) W W (D ry SHEET NO. A. EXTERIOR SHEATHING REPLACEMENT. ALLOW FOR UP TO 50% REPLACEMENT. ASSUME/2 INCH CDX EXTERIOR GRADE PLYWOOD. B. EXTERIOR INSULATION. ALLOW FOR UP TO 50% REPLACEMENT. ASSUME R21 FIBERGLASS BATT G�l m2 INSULATION WITH BUILT-IN VAPOR RETARDER. C. WOOD FRAMING REPAIRS. PLUG-IN ALLOWANCE OF $2,000 FOR TREATMENT OR REPAIRS OF WOOD FRAMING IN PLACE. ASSUME CONVENTIONAL 2X WOOD FRAMING. D. INTERIOR NAIL POPS AND MINOR CRACKING AS A RESULT OF STUCCO WORK. ALLOW $400 PER UNIT. INCLUDE CAULK AND PRIMING. PAINT BY OWNER. SCOPE OF WORK Lo O O co m N O co CD 'IT O N O Lo m Lo Lo m N c/) NT w Z N Q 5 O N T_ co N O 0 0 00 0) Q U 0 0 E w O D� Q co m N N DATE: 2022-06-13 PROJECT NO.: O N II D O D r O C z c/) r M D O z o El M O 411 H H H Hillik X ;a m cn 0 K -j c0 z z< 0 om 00 m � Xc --i M0 0 m z X X D y 0m D z mcn K= DO z :E z cn _ D 0 m 0 0 0 X z m x W m D 0 cn NOTES: m D m THE ATRIUM CONDOMINIUMS T ' n N �u i NDimensional 2022-05-31 REVIEW SET Z o 0 TARGETED EXTERIOR �Mo0 O O m o M Azm N D m RESTORATION ��� m Building Consultants, LLC N G 3 N < Cal o 0 ° ° N vision • knowledge • solutions 0 626 120th Ave NE Suite B101 Bellevue, WA 98005 229 3rd Avenue South Edmonds, WA 98020 425-455-2046 © Copyright 2022, Dimensional Building Consultants, LLC NOTE: THIS DRAWING IS TO BE PLOTTED 1:1 ON A SIZE 24" X 36" SHEET(SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. 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INSTALL WINDOWS - EMBED NAILING FLANGES IN BUTYL SEALANT @ JAMBS AND HEAD - FASTEN / PLUMB / LEVEL / SQUARE PER MANUFACTURER'S INSTRUCTIONS (REQUIREMENTS). DO NOT APPLY SEALNT ALONG WINDOW SILL. STEP 3 9" MIN. z INSTALL FLASHING TAPE VERTICALLY ALONG JAMBS, OVERLAPPING SILL FLASHING TAPE. STEP 2 INSTALL FLASHING TAPE OVER HEAD FLANGES AND SEALANT. EXTEND OVER AND BEYOND JAMB FLASHING TAPES. z STEP 5 WINDOW FLASHING SEQUENCE 8 3/8" = 1'-0" EXISTING FRAMING & INSULATION 12" WIDE LIQUID APPLIED FLASHING LAP NEW W.R.B. OVER S.A.F AND LIQUID APPLIED 6" WIDE SELF -ADHERING FLEXIBLE FLASHING VERTICAL J 10 NOT TO SCALE — REPLACE SHEATHING AS NEEDED -REFER TO SCOPE (E) WRB TO EXTEND 6" BEYOND CUT OF STUCCO, FOR REUSE (NEW) STUCCO I (E) STUCCO ASSEMBLY ASSEMBLY EXISTIN EXIS- NOTE: NEW CEMENT PLASTER (STUCCO) NOT SHOWN FOR CLARITY OINT NEW -EXIST. STUCCO 9 6" = 1'-0" OVER JAMB NAILING FLANGES, BOTH SIDES STEP 4 VERIFY ROUGH WINDOW OPENING -SEE SCOPE ADHERE FLASHING OVER SILL OPENING STEP 1 SEALANT JOINT ACKER ROD ELF -ADHERING 3HING OVER ATHING & W.R.B W.R.B. UNDER KIBLE FLASHING CCO ASSEMBLY DETAIL 1/WP-3.1 INSULATE CAVITY BTW. WINDOW & FRAME TRIM EXISTING INTERIOR DRYWALL TO FACILITATE WINDOW INSTALLATION & INSULATION. REPAIR W/TEXTURE & PRIMER. FINISH PAINT BY OWNER PAINTABLE CAULKING EXIST. VINYL WINDOW REMOVE AND RE- SET INTO BUTYL -SEALANT WIN 4 = 1'-0', WIN 5 6" = 1'-0" INSULATE CAVITY BTW.WINDOW & FRAME (SHIMS NOT SHOWN) PAINTABLE CAULKING TRIM EXISTING INTERIOR DRYWALL TO FACILITATE WINDOW INSTALLATION & INSULATION. REPAIR W/TEXTURE & PRIMER. FINISH PAINT BY OWNER EXISTING FRAMING & INSULATION WIN 6 6" = 1'-0" IEXISTING FRAMING & INSULATION STUCCO ASSEMBLY i PER DETAIL 2/WP-3.1 REPLACE SHEATHING r • AS NEEDED -REFER TO SCOPE g LAP WRB OVER HEAD ' FLASHING I• SELF -ADHERING WINDOW FLASHING OVER NAIL FIN a CONTINUOUS BEAD OF BUTYL SEALANT { ° BOTH SIDES OF FLANGE 26 GAUGE PRE -FINISHED METAL HEAD FLASHING W/FOLDED END DAMS. CONSTRUCT PER DIAGRAM BELOW & SET INTO SEALANT j AT WINDOW ENDS D 4" pf ------------- 10 DEG. BREAK WITH FOLDED END DAMS. DOW HEAD EXISTING FRAMING & INSULATION SELF -ADHERING WINDOW FLASHING. EXTEND MIN. 9" ONTO SHEATHING AIL WRB OVER FLEXIBLE FLASHING ---------------------------------------- EXISTING INTERIOR GYPSUM EXISTING INTERIOR VAPOR RETARDER EXISTING 2x FRAMING EXISTING R-RATED INSULATION EXISTIN 1 3" = 1' TRIM EXISTING INTERIOR DRYWALL TO FACILITATE WINDOW INSTALLATION & INSULATION. REPAIR W/TEXTURE & PRIMER. FINISH PAINT BY OWNER. EXISTING INTERIOR GYPSUM PAINTABLE CAULKING i INSULATE CAVITY BTW. WINDOW & FRAME EXISTING INTERIOR (SHIMS NOT SHOWN) I I VAPOR RETARDER EXIST. VINYL WINDOW SETINTO BUTYL SEALANT CONTINUOUS BEAD EXISTING 2x OF BUTYL -SEALANT, FRAMING BOTH SIDES OF DOW JAMB DETAIL DOW SILL DETAIL 1/2" SEALANT JOINT EXISTING R-RATED W/BACKER ROD INSULATION STUCCO ASSEMBLY PER DETAIL 2/WP-3.1 /INYL WINDOW rO SEALANT JUOUS BEAD 'YL-SEALANT, FLANGE 4LANT JOINT <ER ROD DHERING WINDOW NG OVER OD & W.R.B. R.B. UNDER LE FLASHING O ASSEMBLY :TAIL 2/WP-3.1 — EA G WALL SECTION NEW WALL SECTION 2 3" ISTING SHEATHING ZB ISTING STUCCO :ISTING CDX YWOOD SHEATHING ZAINAGE MAT :R MFG. INSTALLATION 3TRUCTIONS OAT STUCCO 'PLIED PER ✓/.C.B. WRB / AIR BARRIER - T � - FLEX FLASHING (S.A.M.) iti 3-COAT STUCCO APPLIED i l PER N.W.C.B. WEEP SCREEN ------------- I' II 26 GA METAL ANGLE SILL PAN, SET IN SEALANT O I ' i1 1 OVER WOOD SHIM w I41 FIELD VERIFY I I I I 0 WOOD SHIM FOR SLOPE (E) MASONRY FACADE i � -1 L- -- ------��- - (E) SHEATHING, REPLACE AS NEEDED (E) WALL ASSEMBLY TOP OF B. 3 3" = 1'-0" RICK A T, LU w w w o m (n r� w L0 o 0 O Nc\j N z o 0 O Lo -1--ao 00 rn O Q cn 0 J m C) J O o_ N Lo N Lo Lo O U) � Ld U �> c: > U 00 co m RECEIVED Aug 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) N G co m Q z 0 z Ow0 z 0 w Uj 0 w v00 5 G LLI r^ � V ui L.L L.L Q U) Q Q W > Q N N SHEET NO. BE-301 DETAILS DATE: 2022-06-13 PROJECT NO.: