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APPROVED ENG PLN BLD BLD2023-0703+Architectural_Plan+6.6.2023_3.59.22_PM+3592138This permit does not include plumbing, mechanical, or structural repairs. Revision and or separate permits may be required for additional work or scope. Architect of record to review and approve installation of water intrusion preventative products as part of the project. A letter from the design professional is required as part of the permit final inspection. City Of Edmonds Building Department Work ' PATIO AND LID REPAIRS --------------------------------------------- ------------------------------------------- Address 65 PINE ST Owner PT EDWARS- BLDG 65 Approved Date: Eri & C -+*.,r t.------------------------------ -------- ----------------------------- Building Official i 06/22/2023 Permit NumberONVE SET OF PLANS FOR: BLD2023-0710- UNIT 210 BLD2023-071 1 - UNIT 201 BLD2023-0712- UNIT 211 BLD2023-0713- UNIT 212 BLD2023-0714- UNIT 202 APPROVED BY PLANNING 1pa"1571�- - Jun 26 2023 ENGINEERING DIVISION APPROVED AS NOTED J,,,Y,, r' 1. • 1 11111111111111�7r 6/6/2023 22156 WD 01.dwg Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM SITE PLAN NOTE: ®® THE INFORMATION ON THIS SITE PLAN IS SCALE: 1" = 100'-0'' SCHEMATIC AND HAS BEEN DERIVED FROM THE SITE PLAN INFORMATION FROM THE ORIGINAL CONSTRUCTION DRAWING, AERIAL PHOTOGRAPHS AND SITE VISIT. r------------------------------------------ - - - - - , INSTALL PER MANUFACTURER'S APPROVED ' SPECIFICATIONS AND HAVE A COPY AVAILABLE FOR USE BY INSPECTION STAFF ; r , --------------------------------------------- ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE APPROVED PLANS MUST BE ON JOB SITE PROJECT NARRATIVE THE PURPOSE OF THESE DRAWINGS IS TO SHOW THE DETAILS NECESSARY TO REPLACE THE EXISTING WATERPROOF MEMBRANE AT THE SELECTED PATIOS, PLANTERS AND PLANTER LIDS AT BUILDINGS 45 AND 65 AT THE POINT EDWARDS CONDOMINIUMS LOCATED IN EDMONDS, WASH INGTON. THE REPAIRSAMPROVEMENTS INCLUDE THE FOLLOWING: • REMOVAL AND REPLACEMENT OF EXISTING PATIO, PLANTER AND LID WATERPROOF MEMBRANES AND FLASHINGS WHERE SHOWN ON THE DRAWINGS. • REMOVE EXISTING LANDSCAPE VEGETATION, IRRIGATION AND SOIL WHERE SHOWN ON THE DRAWINGS. LANDSCAPE DESIGN AND REPLACEMENT 5Y OTHERS. REFERENCE SCOPE OF WORK FORA DETAILED LIST OF WORK ON SHEET 1.2. NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF THE EXISTING STRUCTURAL SYSTEMS. THERE IS NO CHANGE TO THE EXISTING BUILDING FOOTPRINT, SQUARE FOOTAGE OR HEIGHT. MECHANICAL, ELECTRICAL AND PLUMBING WORK THAT IS NECESSARY FOR THESE REPAIRS IS NOT INCLUDED WITH THIS PERMIT AND SHOULD 5E FILED UNDER A SEPARATE PERMIT, IF REQUIRED. a t� Edmonds A ShellerW Hol I log,; rll lti'pv Marina Beach Park 0A Edmonds w D City Park a ° D P N d rD A Her Off Leash Area Edmonds fA Erben Dr s` �85 Pine Street Sea a26 min drive h°mc 0 Edwards Point Pine Dr SITE Pine St Pine St n — > r. Point Edwards PI cn W to Makah Rd CL For v Z rD o (p hr Pl a 1°4 a w cn EI D d S Bella Coola Rd `n y D VICINITY MAP MA INTENANGE BUILD ING/OFFICE ASSESSOR'S No.: 01022604E1O100 - 01022604E�31000 4 01022606E�10100 - 01022606E�30E�00 LEGAL DESCRIPTION: 100 PCT. DIV. INT. POINT EDWARDS CONDOMINIUMS 5UILD ING DATA: JURISDICTION: CITY OF EDMONDS BUILDING CODE: 2015 INTERNATIONAL EXISTING BUILDING CODE (IE5C) 2010 INTERNATIONAL BUILDING CODE (IBC) ZONING: MASTER PLAN HILLSIDE MIXED USE (MPI AND MP2 ) OCCUPANCY R-2 (CONDOMINIUMS) 5-2 (PARKING GARAGE) CONSTRUCTION TYPE: R2 - VA S2-IA SPRINKLERED: YES SHEET INDEX SHEET 1.0 PROJECT NARRATIVE, VICINITY MAP, ASSESSOR'S No., LEGAL DESCRIPTION. SHEET INDEX, SITE PLAN AND NOTES SHEET 1.1 NOTES SHEET 2.0 65 PINE (5UILDING 4) LAYOUT PLAN SHEET 2.1 45 PINE (5UILDING 9) LAYOUT PLAN SHEET 3.0 DETAILS SHEET 3.1 DETAILS SHEET 3.2 DETAILS WASHINGTON STATE RC:W REQUIREMENTS: A SIGNED LETTER IS NOT REQUIRED FOR THIS PROJECT, AS SPECIFIED PER RCW 64.55.060, CERTIFYING THAT THE BUILDING ENCLOSURE HAS BEEN INSPECTED AND IS IN SUBSTANTIAL COMPLIANCE WITH THE BUILDING ENCLOSURE DESIGN DOCUMENTS DUE TO THE BUILDING NOT MEETING THE DEFINITION OF "REHABILITATIVE CONSTRUCTION" PER RCW 64.55.010 (9), I.E., CONSTRUCTION WORK IS LESS THAN FIVE PERCENT OF ASSESSED VALUE OF BUILDING. DISCLAIMER: PACIFIC ENGINEERING TECHNOLOGIES, ING. HAS INCORPORATED INDUSTRY STANDARD FLASHING AND WATERPROOFING DETAILS IN THE REPAIR OF YOUR CONDOMINIUM BUILDING. DUE TO THE COMPLEXITY AND UNIQUE DESIGN ELEMENTS OF THE SUBJECT BUILDING, PACIFIC ENGINEERING TECHNOLOGIES, INC. WILL MAKE NO EXPRESS OR IMPLIED WARRANTY OR GUARANTEE THAT THE SCOPE AND NATURE OF THE REPAIRS PROPOSED 5Y PACIFIC ENGINEERING TECHNOLOGIES INC. AND SPECIFIED IN THESE CONSTRUCTION PLANS AND DETAILS WILL COMPLETELY ELIMINATE ALL POSSIBLE FUTURE SOURCES OF STORM WATER INTRUSION. ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2023 0 C 0 z m B o� ca 3 Q Y U- U 7 0 oZ oU CZ a 0 I O 00 N O N 0 u N CD O u N O N O .51 M N M_ N oc) N rr N c r Os i3 0 z V � N Nathan L. S wW ~1, � 0 Z N Fritz, AIA r U • � Q � 3 - Digitally signed by Nathan L. o Fritz, AIA DN: c=US, cn=Nathan L. Fritz, a AIA, "' email—nathan@pacengtech.c om, o=Pacific Engineering Technologies, Inc. Date: 2023.06.06 15:54:51 -07,00, — }— l.0 LU —1 LU 0) O (Y O Z >�0� Z LUOL� Cf)� �uX ts 0 U��z 4 cf) � 0 0 to N �o ZOL LU oao OL � �•O REC IVED Jun 82023 Q) CITY EDMONDS (n DEVELOP ENT SERVICES RTMENT Job No. 22156.00 GENERAL NOTES: BIDDING AND CONSTRUCTION AGREEMENT: 1, PROVIDE GENERAL CONDITIONS APPROPRIATE FOR PERFORMING THE SCOPE OF WORK DESCRIBED HEREIN. INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, ETC., THAT ARE NECESSARY TO PERFORM THE WORK, 2. BIDDERS TO DIRECT QUESTIONS TO NATHAN FRITZ, NATHANaPACENGTECH.COM. ALL QUESTIONS SHALL BE IN WRITING AND SU5MfT7ED BY EMAIL. VERBAL ANSWERS ARE NOT BINDING ON ANY PARTY. 3. ADDENDA MAY BE ISSUED DURING THE BIDDING PERIOD. ALL ADDENDA BECOME PART OF THE CONTRACT DOCUMENTS. INCLUDE RESULTANT COSTS IN THE BID AMOUNT. 4. A BREAKDOWN OF COSTS BY TASKS SHALL BE PROVIDED BY THE SELECTED CONTRACTOR FOR THE PROJECT. THE BREAKDOWN WILL BE USED TO DETERMINE THE PERCENTAGE OF COMPLETION DURING THE COURSE OF THE CONSTRUCTION PROJECT. VALUES AND COUNTS WITHIN THE BREAKDOWN ARE INFORMATIONAL ONLY AND DO NOT ALTER THE CONTRACTOR'S RESPONSIBILITIES TO PERFORM THE WORK SHOWN IN THE CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL ENTER INTO AN AIA CONSTRUCTION AGREEMENT WITH THE HOMEOWNERS' ASSOCIATION FOR THE WORK DESCRIBED IN THESE DRAWINGS. 6. THE CONTRACTOR SHALL CONFIRM IN THE ESTIMATE FORM THAT ALL DOCUMENTS THAT HAVE BEEN PROVIDED AND/OR REFERENCED HAVE BEEN REVIEWED. -1. THE CONTRACTOR SHALL INCLUDE A DATE OF SUBSTANTIAL COMPLETION EXPRESSED AS THE NUMBER OF CONSECUTIVE CALENDAR DAYS TO COMPLETE THE WORK FOLLOWING RECEIPT OF THE NOTICE TO PROCEED. S. THE CONTRACTOR SHALL INCLUDE AN HOURLY RATE AND OVERHEAD AND PROFIT PERCENTAGES TO BE USED FOR ADDITIONAL WORK THAT MAY BE NECESSARY OUTSIDE OF THE ALLOWANCES INCLUDED IN THE PROJECT SCOPE. 9. THE AMOUNT OF OVERHEAD AND PROFIT IS 70 BE SHOWN IN THE BID AS SEPARATE LINE ITEMS. 10. THE CONTRACTOR SHALL INCLUDE A SEPARATE LINE ITEM IN THE BID FOR ALL THE NECESSARY PERMITS (E.G. CONSTRUCTION, STREET USE, ELECTRICAL, PLUMBING, ETC.) RELATED 70 THE CONSTRUCTION WORK. 11. APPLICABLE WASHINGTON STATE SALES TAX SHALL BE CALCULATED ON THE TOTAL PROJECT COST AND BE INCLUDED AS A SEPARATE LINE ITEM IN THE BID. 12. THERE SHALL 5E A RETAINAGE OF 5% FROM EACH CONTRACTOR INVOICE UNTIL SUBSTANTIAL COMPLETION OF THE PROJECT, AS DETERMINED BY THE OWNERS' REPRESENTATIVE. 13. THE CONTRACTOR SHALL PROVIDE A PERFORMANCE BOND FOR 100% OF THE CONSTRUCTION CONTRACT AMOUNT. THE PERFORMANCE BOND SHALL BE LISTED AS A SEPARATE LINE ITEM IN THE BID. 14. THE COST OF ALTERNATES IN THE BID IS TO INCLUDE ALL MARK-UPS, GENERAL CONDITIONS, AND TAXES RELATED TO THAT WORK. 15. WHERE ALLOWANCES OR ASSUMED COSTS ARE INCLUDED FOR BIDDING PURPOSES, ANY UNUSED PORTION OF THESE SUMS IS TO BE RETURNED TO THE HOMEOWNERS' ASSOCIATION. IF THE COSTS EXCEED THE ASSUMED AMOUNTS, THE CONTRACTOR IS NOT 70 PROCEED BEYOND THE ASSUMED AMOUNTS WITHOUT A SIGNED CHANGE ORDER. CHANGE ORDER MODIFICATION PROCEDURES: 16. FOR MINOR CHANGES NOT INVOLVING AN ADJUSTMENT TO THE CONTRACT SUM OR CONTRACT TIME, PACIFIC ENGINEERING TECHNOLOGIES WILL ISSUE INSTRUCTIONS DIRECTLY TO THE CONTRACTOR. 11. FOR OTHER REQUIRED CHANGES, PACIFIC ENGINEERING TECHNOLOGIES, INC. WILL ISSUE A DOCUMENT SIGNED BY THE CONDOMINIUM HOMEOWNERS' ASSOCIATION REPRESENTATIVE INSTRUCTING CONTRACTOR TO PROCEED WITH THE CHANGE, FOR SUBSEQUENT INCLUSION IN A CHANGE ORDER. 15. FOR CHANGES IN WHICH ADVANCE PRICING IS DESIRED, PACIFIC ENGINEERING TECHNOLOGIES, INC. WILL ISSUE A DOCUMENT THAT INCLUDES A DETAILED DESCRIPTION OF A PROPOSED CHANGE WITH SUPPLEMENTARY OR REVISED DRAWINGS AND SPECIFICATIONS, AS NECESSARY. CONTRACTOR SHALL PREPARE AND SUBMIT A FIXED PRICE QUOTATION WITHIN 14 DAYS. 19. WHERE SUBSTANTIATION OF COSTS IS REQUIRED FOR EVALUATION, PROVIDE: • QUANTITIES OF PRODUCTS, LABOR AND EQUIPMENT • TAXES, INSURANCE AND BONDS • OVERHEAD AND PROFIT • JUSTIFICATION FOR ANY CHANGE IN CONTRACT TIME • CREDIT FOR DELETIONS FROM CONTRACT, SIMILARLY DOCUMENTED 20. CHANGE ORDERS SHALL BE EXECUTED UPON SIGNATURE OF THE CONDOMINIUM OWNERS' ASSOCIATION, CONTRACTOR AND PACIFIC ENGINEERING TECHNOLOGIES, INC. 21. ANY REQUEST FOR ADDITIONAL COMPENSATION DUE TO CHANGES OR DELAYS CAUSED BY OWNER OR OWNER'S AGENTS IN THE WORK MUST BE MADE PROMPTLY AFTER DISCOVERY OF THE CHANGE OR DELAY, AND IN WRITING NO MORE THAN 10 DAYS AFTER THE CHANGE OR DELAY IS KNOWN BY CONTRACTOR. FAILURE 70 SUBMIT A REQUEST FOR CHANGE WITHIN 10 DAYS WILL BE A WAIVER OF ANY CLAIM FOR COMPENSATION DUE TO DAMAGES OF ANY KIND RESULTING FROM SUCH CHANGE OR DELAY. IF THE CONTRACTOR IS DELAYED AT ANY TIME IN THE COMMENCEMENT OR PROGRESS OF THE WORK BY CHANGES ORDERED IN THE WORK, BY LABOR DISPUTES, FIRE, UNUSUAL DELAY IN DELIVERIES, ADVERSE WEATHER OR OTHER CONDITIONS OR ANY CAUSES BEYOND THE CONTRACTOR'S CONTROL, THE CONTRACT TIME MAY BE EXTENDED BY CHANGE ORDER FOR SUCH REASONABLE TIME AS PACIFIC ENGINEERING TECHNOLOGIES, INC. DETERMINES, BUT CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION OR DAMAGES FOR SUCH DELAYS, GENERAL CONDITIONS: 22. DO NOT SCALE DRAWINGS. 23. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL, 24. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND SHALL BE IN ACCORDANCE WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS AND RECOMMENDATIONS. THE WORK SHALL ALSO BE IN STRICT CONFORMANCE WITH INDUSTRY STANDARDS AND COMPLY WITH SOUND ENGINEERING AND CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL REPLACE PORTIONS OF THE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS AT THEIR EXPENSE, 25. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS. 26. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS AND SPECIAL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE COPIES OF THE INSPECTION REPORTS TO PACIFIC ENGINEERING TECHNOLOGIES, ING. AND THE HOMEOWNER'S REPRESENTATIVE. 2-1. ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR BETTER IN KIND AS EXISTING MATERIALS. 25. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF FINAL ACCEPTANCE BY OWNER. 6/6/2023 22156 WD 01.dwg GENERAL NOTES (cont.): 29, PLUMBING, MECHANICAL AND ELECTRICAL WORK CAS REQUIRED FOR THE WORK) TO BE FILED UNDER SEPARATE PERMITS AND SHALL BE BIDDER DESIGNED. MECHANICAL AND ELECTRICAL REPAIR DESIGN TO BE PERFORMED BY LICENSED AND QUALIFIED MECHANICAL AND ELECTRICAL CONTRACTORS. ALL NEW MECHANICAL WORK SHALL CONFORM 70 THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE. THE COST OF SUCH PERMITS SHALL BE INCLUDED IN THE BID 30. CONTACT THIS OFFICE AT (206) 251-1500 IF ANY ADDITIONAL DAMAGE IS FOUND OUTSIDE THIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING BUILDING(S) ARE FOUND DURING THE CONSTRUCTION WORK. 617E CONDITIONS SAFETY AND DEMOLITION: 31. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 32. THE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES AND SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB 617E DURING THE ENTIRE COURSE OF THE PROJECT. 33. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT THE PUBLIC FROM INJURY DUE TO DEMOLITION AND REPAIR WORK. BARRICADES ARE 70 REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED AND THROUGHOUT THE DURATION OF THE WORK. 34. THE CONTRACTOR SHALL REASONABLY SECURE SCAFFOLDING, WORK AREAS, BUILDING MATERIALS AND TOOLS FROM ACCESS TO THE PUBLIC AT ALL TIMES, 35. THE REQUIRED AND/OR IMPLIED DUTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC., TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 36. THE CONTRACTOR AND THE SUB -CONTRACTORS SHALL VISIT THE SITE TO REVIEW THE EXISTING SITE, BUILDING CONDITIONS, AND FEATURES, INCLUDING, BUT NOT LIMITED TO: GRADES, DIMENSIONS, ACCESS TO THE WORK, POWER ACCESS, STAGING, REFUSE DISPOSAL, MATERIAL STORAGE, ETC. 31. BEFORE WORK BEGINS, LOCATE ALL UNDERGROUND UTILITIES BY CONTACTING "CALL BEFORE YOU DIG" AT 1-000-424-5555 OR 011. 35. THE CONTRACTOR SHALL EXAMINE THE ORIGINAL CONSTRUCTION DRAWINGS AND SPECIFICATIONS USED 70 CONSTRUCT THE BUILDINGS. 39. A PRECONSTRUCTION MEETING WILL BE HELD PRIOR TO THE START OF THE PROJECT TO REVIEW GENERAL CONDITIONS, STAGING, SEQUENCING, ETC, 40. THE CONTRACTOR SHALL HOST A CONSTRUCTION PROGRESS MEETING APPROXIMATELY ONCE A WEEK DURING THE COURSE OF REPAIRS. THE CONTRACTOR WILL BE IN CHARGE OF RECORDING MEETING MINUTES AT EACH MEETING AND DISTRIBUTING A COPY OF THE MEETING NOTES TO EACH INTERESTED PARTY. 41. ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS DEFINED AS 8:00 A.M. TO 5:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AGREED TO BY THE CONTRACTOR AND HOMEOWNERS' REPRESENTATIVE IN ADVANCE, OR IF LOCAL JURISDICTIONAL REQUIREMENTS DICTATE DIFFERENTLY. THE STAGING OF THE WORK MAY COMMENCE 30 MINUTES PRIOR 70 THE AGREED EARLIEST STARTING TIME. 42. WEEKEND AND HOLIDAY WORK SHALL BE CARRIED OUT ONLY UPON WRITTEN CONSENT BY THE HOMEOWNERS' REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST APPROVAL OF SUCH WORK NOT LESS THAN 12 HOURS PRIOR TO THE COMMENCEMENT OF WEEKEND OR HOLIDAY WORK. 43. THE CONTRACTOR SHALL COORDINATE WITH THE HOMEOWNERS' REPRESENTATIVE FOR A DESIGNATED AREA WITHIN THE SITE 70 BE USED FOR THE STORAGE OF MATERIALS, EQUIPMENT AND TEMPORARY CONSTRUCTION OFFICE BEFORE COMMENCING WITH THE WORK. THE SECURITY OF THE MATERIALS, EQUIPMENT AND TEMPORARY CONSTRUCTION OFFICE STORED ON -SITE IS THE RESPONSIBILITY OF THE CONTRACTOR. 44. THE CONTRACTOR SHALL COORDINATE WITH THE INDIVIDUAL UNIT OWNERS OR HOMEOWNERS' REPRESENTATIVE FOR SCHEDULING ACCESS INTO UNITS. IN UNITS THE CONTRACTOR ENTERS 70 PERFORM REPAIRS, THE CONTRACTOR SHALL PHOTOGRAPH THE EXISTING CONDITIONS PRIOR TO REPAIRS SO AS TO AID IN RESOLVING ANY POSSIBLE CLAIMS THE HOMEOWNERS MAY HAVE ABOUT DAMAGE TO INTERIORS FROM THE REPAIR WORK. 45. 17 IS INTENDED TO KEEP THE BUILDINGS OCCUPIED DURING THE PERFORMANCE Or - THE WORK. MAINTAIN OR PROVIDE ACCESS 70 ENTRY DOORS AND A CLEAR PATH TO DRIVEWAYS, SIDEWALKS AND ENTRY WALKWAYS TO NOT ADVERSELY IMPACT THE OWNERS OR TENANTS AND GUESTS ENTERING AND LEAVING THE 5UILDING(6) AND PREMISES AT ALL TIMES EXCEPT AS PRE -ARRANGED WITH HOMEOWNERS' REPRESENTATIVE. MAINTAIN ALL BUILDING EXITS. 46. THE WORK SHALL NOT BLOCK INGRESS OR EGRESS FROM THE SITE AT ANY TIME. THE CONTRACTOR'S VEHICLES AND EQUIPMENT SHALL NOT BLOCK THE MARKED FIRE LANES OR DRIVEWAYS AND NOT UTILIZE ANY RESERVED PARKING STALLS WITHOUT HOMEOWNERS' REPRESENTATIVE'S PERMISSION. 41. THE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES FOR WORKERS. 48. THE CONTRACTOR SHALL PROVIDE ITS OWN DUMPSTER FOR CONSTRUCTION DEBRIS. 49. THE CONTRACTOR SHALL PROVIDE HEAT AS NECESSARY TO COMPLETE THE WORK. 50. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK. 51. THE CONTRACTOR SHALL PROVIDE AND IS RESPONSIBLE FOR TEMPORARY BRACING, SUPPORT OR SHORING TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE OR SITE IMPROVEMENTS (E.G. SIDEWALKS, ROADS, DRAINAGE, ETC.) AS NEEDED IN AREAS WHERE WORK IS BEING PERFORMED. 52. PROVIDE SCAFFOLDING AND TEMPORARY WEATHER PROTECTION FOR AREAS OF THE BUILDING EXPOSED DURING CONSTRUCTION AS NECESSARY 70 ACCOMPLISH THE REPAIR WORK SUFFICIENTLY AND TO PREVENT WATER DAMAGE FROM OCCURRING AS THE WORK PROGRESSES. ANY WATER DAMAGE TO THESE AREAS RESULTING DURING REPAIRS IS TO BE REPAIRED AT NO COST TO OWNER OR HOMEOWNERS' ASSOCIATION. 53. PROPERLY PROTECT OR CAP ALL UTILITIES THAT MIGHT BE DISTURBED DUE TO DEMOLITION ACTIVITY. 54. PROTECT EXISTING LANDSCAPING, DRAINAGE AND IRRIGATION SYSTEMS THAT ARE TO REMAIN. ALL DAMAGED ITEMS SHALL BE REPLACED AT NO COST TO THE HOMEOWNER'S ASSOCIATION. 55. PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE 70 REMAIN FROM DAMAGE DURING CONSTRUCTION. 56. COORDINATE ALL DEMOLITION ACTIVITIES WITH THE HOMEOWNERS' REPRESENTATIVE. 51. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. 55. THE CONTRACTOR IS TO LEAVE THE SITE BROOM CLEAN FROM CONSTRUCTION RELATED DEBRIS AFTER DEMOLITION WORK IS COMPLETE, AT THE END OF EACH DAY AND AT THE END OF THE PROJECT. GENERAL NOTES (cont.): 0 CONSTRUCTION: 59. SUBCONTRACTORS SHALL HAVE A MINIMUM OF TEN YEARS OF EXPERIENCE INSTALLING THEIR RESPECTIVE PRODUCTS AND SHALL BE MANUFACTURER APPROVED INSTALLERS OF THOSE PRODUCTS. 60.ALL SUCH PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY STANDARDS AND CODE REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT 70 PACIFIC ENGINEERING TECHNOLOGIES, INC., A COPY OF THE INSTALLATION INSTRUCTIONS AND RELATED INSTALLATION STANDARDS AND REQUIREMENTS FOR REVIEW AND APPROVAL AND THE CONTRACTOR SHALL KEEP A SET OF THESE INSTRUCTIONS ON THE 617E DURING REPAIRS RELATING 70 THAT WORK. s N 61. THE CONTRACTOR SHALL VERIFY THAT ALL WATERPROOFING COMPONENTS ARE COMPATIBLE WITH EACH OTHER, I.E. SEALANTS AND BACKER ROD, SEALANTS, AND SELF ADHESIVE (PEEL 'N' STICK) MEMBRANE, ETC. 0 62. THE CONTRACTOR SHALL SUBMIT MANUFACTURER'S PRODUCT DATA, MOCK-UP z SAMPLES, SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS FOR ALL PRODUCTS (SUCH AS: SEALANTS, SHEET METAL FLASHINGS AND WATERPROOF MEMBRANES, ETC.) TO PACIFIC ENGINEERING TECHNOLOGIES, INC. FOR REVIEW PRIOR TO PRODUCT m INSTALLATION. cv 63. THE CONTRACTOR IS TO PROVIDE PACIFIC ENGINEERING TECHNOLOGIES, INC. AND Z PRODUCT REPRESENTATIVES WITH ACCESS TO REVIEW THE INSTALLATION OF THE ((k [Ll a) U, _5 WATERPROOF MEMBRANE AND FLASHINGS PRIOR 70 BEING COVERED. o2-4 oz oU Uz o 64. THE CONTRACTOR IS TO PROVIDE A MINIMUM OF 12 HOURS NOTICE (EXCLUDING WEEKENDS) PRIOR TO WHEN THE CONTRACTOR REQUESTS REVIEWS TO BE PERFORMED. THE CONTRACTOR IS 70 MODIFY ANY COND 1710N5 WITH THE INSTALLATION OF THE WATERPROOFING AND FLASHING SYSTEM AS DIRECTED BY PACIFIC ENGINEERING TECHNOLOGIES, INC. THAT DOES NOT COMPLY WITH THE REPAIR DRAWINGS OR MANUFACTURER RECOMMENDATIONS. 65. PACIFIC ENGINEERING TECHNOLOGIES, INC. MAY REQUIRE THAT THE INSTALLED MATERIALS BE REMOVED AND REPLACED AT NO COST TO THE HOMEOWNERS ASSOCIATION IF PACIFIC ENGINEERING TECHNOLOGIES, ING. CANNOT REVIEW THE INSTALLATION OF THE WATERPROOF MEMBRANE AND/OR FLA6HING5 DUE TO INSUFFICIENT NOTIFICATION. 66. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL TESTING AND RECERTIFICATION OF THE EXISTING FIRE SPRINKLER AND FIRE ALARM SYSTEMS IF REQUIRED BY THE FIRE MARSHAL OR BUILDING DEPARTMENT. 6l. HOLES FOR WIRING AND PLUMBING PENETRATIONS THAT PASS -THROUGH FIRE -RESISTANCE RATED ASSEMBLIES ARE 70 BE SEALED WITH A FIRE RATED EXPANDING FOAM OR SEALANT. THE FOAM OR SEALANT IS TO BE IN ACCORDANCE WITH ASTM E 814 OR UL 1419 WITH AN F AND T RATING NOT LESS THAN THE ASSEMBLY RATING IN ACCORDANCE WITH IBC SECTION 114.3.1. 65. PROVIDE DIFFERENTIAL METAL PROTECTION TO PREVENT GALVANIC ACTION WHERE OCCURS. 6g. UPON COMPLETION OF ALL REPAIR WORK, THE HOMEOWNERS' REPRESENTATIVE, PACIFIC ENGINEERING TECHNOLOGIES, ING. AND CONTRACTOR WILL DEVELOP A "PUNCH LIST" OF WORK ITEMS TO BE COMPLETED AS PART OF THE PROJECT CLOSE-OUT. ALL ITEMS ON THE PUNCH LIST SHALL BE CORRECTED/REPAIRED BEFORE THE HOMEOWNER'S ASSOCIATION FINAL ACCEPTANCE OF THE WORK. 10. UPON FINAL ACCEPTANCE OF THE WORK, CONTRACTOR SHALL SUBMIT AN OPERATION AND MAINTENANCE MANUAL AND ALL PRODUCTS, WARRANTIES, AND PROJECT DOCUMENTS TO PACIFIC ENGINEERING TECHNOLOGIES, INC.. ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2023 0 0 I N F5M w� ui N U Li IN ix a 3 0 V) -4 D N � 0 0 nn � 0 O U - N �.� REC IVED Jun 8 2023 Q) CITY EDMONDS (n DEVELOP ENT SERVICES DE RTMENT Job No. 22156.00 0 0 APPROXIMATE SQUARE FOOT OF MEMBRANE REPLACEMENT AREA PATIO PLANTER TOTAL PEDESTRIAN BELOW GRADE WATERPROOF WATERPROOF MEMBRANE MEMBRANE �W 2,543 SF 413 SF 2,994 SF NOTE: AREAS SHOWN IN THE PLAN AND THE SQUARE FOOTAGES IDENTIFIED ABOVE ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED, AREA DOES NOT INCLUDE VERTICAL SURFACES, WHERE OCCURS. CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND SQUARE FOOTAGES. LAYOUT PLAN ® � SCALE: 3/32 1 0 TRUE PROJECT NORTH NORTH 0' S' 10' 20' NOTE: FIELD VERIFY EXISTING CONDITIONS KEYNOTE& O EXIST. PRIVATE DECK, NO WORK O EXIST. LOW ROOF WITH WASHED ROCK, NO WORK EXIST. PATIO GATE. TEMPORARILY REMOVE TO INSTALL O FLASHING AND WATERPROOF MEMBRANE. REINSTALL AFTER WORK IS COMPLETE. REF. DETAIL 3.2 O EXIST. CONC. WALKWAY, NO WORK O EXIST. ADJACENT LANDSCAPING TO REMAIN OEXIST. 24" TALL (APPROXIMATE) CONC. CURB. INSTALL NEW METAL COPING OVER TOP REF. W OEXIST. VE TICAL STEP FROM PATIO TO PAVERS, REF. DETAIL 6 3.2 O EXIST. SWING DOOR TO REMAIN, VERIFY PRESENCE OF METAL SILL PAN FLASHING. IF NO FLASHING IS PRESENT NOTIFY ARCHITECT. ALLOWANCE No. 3: TEMPORARILY REMOVE SWING DOORS TO INSTALL NEW FLASH INGS AND WATERPROOF MEMBRANE, REINSTALL AFTER WORK IS COMPLETE. FOR ADDITIONAL INFORMATION REF. ALLOWANCE SUMMARY ON SHEET 1.2 Og EXIST. PLANTER, REMOVE EXIST. LANDSCAPING, SOIL, WATERPROOFING, AND FLASHINGS. 10 NOT REFERENCED 11 EXIST. PVC PIPE DRAIN TO REMAIN. DO NOT BLOCK SEAL AROUND PIPE AND WATERPROOF AROUND AND INTO PIPE AS FAR AS POSSIBLE. SCOPE AND TEST DRAIN FOR PROPER OPERATION PRIOR TO 11 WATERPROOFING INSTALLATION. REF. DETAILF 0 LEGEND: EXIST. CONC. WALLS TO REMAIN �g0��g0 EXIST. WASHED ROCK TO REMAIN REMOVE EXIST. LANDSCAPE PLANTINGS AND SOIL TO INSTALL NEW WATERPROOF MEMBRANE. REF. MATERIAL SPECIFICATIONS AND DETAIL Pj TYP, 3.0 TEMPORARILY REMOVE AND STORE PAVERS AND PEDESTALS TO PERFORM WORK REINSTALL AFTER WATERPROOFING IS COMPLETE. REF. DETAIL BTYP. 3.0 EXIST. WATERPROOF MEMBRANE TO BE REMOVED DOWN TO CONCRETE. PREPARE EXIST. CONC. SURFACE AS RECOMMENDED BY MEMBRANE MANUFACTURER INSTALL NEW WATERPROOFING MEMBRANE, REF DETAIL FI�] NOTIFY PACIFIC IF 3.0 EXIST. METAL BASE OF WALL AND SILL PAN FLASHINGS ARE UNACCEPTABLE FOR REUSE. REF. ALLOWANCE NOS. 3 AND 4 ------ NEW PREFABRICATED FENCING TO BE FACE MOUNTED TO INTERIOR SIDE OF PLANTER REF. MATERIAL SPECIFICATIONS ON SHEET A1.2 AND DETAILS M-OAND TYP. 3.0 ,ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2023 0 N 0 0 z N t n,cd U O o Z oU �Z Ii cx Z N ,` v W U) a 3 z `Q a z N c c 0��� wwnn v! O �1— O U — U oLU O 0 r'7 n CV to O CD u� O 00 O N Low O I o N �c; u N L� to O N H O N m rl) O O N 0) •5 N N N Q) U% C O G C O L N 0 O Z - 0 0 �n u N 2-06CLIVED Junf8 2023 CITY EDMONDS =VELOP ENT SERVICES 6/6/2023 22156 WD 01.dwg 12 EXIST. CONC. RETAINING WALL TO REMAIN. PROVIDE METAL COPING OVER TOP, REF. 1 3.1 Job No. 22156.00 0 0 APPROXIMATE SQUARE FOOTAGES MEMBRANE LANDSCAPE NEW REPLACEMENT AND DIRT PEDESTAL REMOVAL PAVERS 1,350 SF 1,102 SF 1,102 SF NOTE: AREAS SHOWN IN THE PLAN AND THE SQUARE FOOTAGES IDENTIFIED ABOVE ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED. AREA DOES NOT INCLUDE VERTICAL SURFACES, WHERE OCCURS. CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND SQUARE FOOTAGES. 6/6/2023 22156 WD 01.dwg c 0 N 0 0 z m 3 U m 0 oz oU �z O O N O N O N O) o'- �. M w� ui Z N U W (N ix a_ LLJ 3 0 F- IBUILDING 9 LAYOUT FLAN l ® � SCALE: 3/32'' = 1'-0'' TRUE PROJECT NORTH NORTH 0' 5' 10' 20' NOTE: FIELD VERIFY EXISTING CONDITIONS 0 (� _z a n KEYNOTES: LEGEND: O EXIST. PRIVATE DECK OR PATIO, NO WORK 13 EXIST. ROCKERY TO REMAIN EXIST. CONC. WALLS TO REMAIN , O NOT REFERENCED THIS SHEET EXIST. CONC. PATIO WALL TO REMAIN. PROVIDE METAL W W REMOVE AND DISCARD EXIST. LANDSCAPE U COPING OVER TOP. REF. PLANTINGS AND SOIL TO INSTALL NEW O3 NOT REFERENCED THIS SHEET 3 WATERPROOF MEMBRANE AT LID AND COMPACTED GRAVEL AT EARTH, THEN n O NOT REFERENCED THIS SHEET10 15 REMOVE EXISTING LANDSCAPING, EXCAVATE AS INSTALL PEDESTAL PAVERS. �-L `n REQUIRED TO INSTALL COMPACTED GRAVEL BASE AND REF. MATERIAL SPECIFICATIONS AND DETAILS F31dO EXIST. ADJACENT LANDSCAPING TO REMAIN, WHERE PAVERS, REF. [j3 0 0 POSSIBLE .2 u1 EXIST. WATERPROOF MEMBRANE AND FLASHINGS TO aa EXIST. 24" TALL (APPROX.) CONC. CURB. TEMPORARILY 16 PROVIDE NEW LANDSCAPE SOLDERS. BE REMOVED DOWN TO CONCRETE. PREPARE EXIST. OREMOVE AND RE -INSTALL GUARDRAIL AS REQ'D TO LOCATION AND PLACEMENT TO BE DETERMINED BY GONG. SURFACE AS RECOMMENDED BY MEMBRANE INSTALL COPING. ALTERNATIVELY, PROVIDE CUSTOM INSTALLER AND POINT EDWARDS LANDSCAPE MANAGER. MANUFACTURER. INSTALL NEW WATERPROOFING O METAL COPING AROUND THE EXISTING GUARDRAIL. INSTALL NEW TOPSOIL AROUND SOLDERS AS REQUIRED. MEMBRANE. O NOT REFERENCED THIS SHEET TEMPORARILY REMOVE AND STORE EXIST. PAVERS AND PEDESTALS TO PERFORM WORK. OS NOT REFERENCED THIS SHEET REINSTALL AFTER WATERPROOFING IS COMPLETE O9 EXIST. PLANTER LID. REMOVE EXIST. LANDSCAPING, SOIL, F,pO EXIST. FLOOR DRAIN TO REMAIN, REF. DETAIL 32 LU � WATERPROOFING AND FLASHINGS. O _ O10 EXCAVATE APPROX. 1'-6" ADJACENT TO AND DOWN a .4 N BELOW TOP OF LANDSCAPING LID TO INSTALL INSTALL NEW PEDESTAL PAVERS, REF. MATERIAL Z WATERPROOFING. PROVIDE NEW BOLDERS AND TOP SOIL SPECIFICATIONS REF. DETAILS 10 a +,- AFTER WORK IS COMPLETE. o O O L F3.0 3.2 ao 11 NOT REFERENCED THIS SHEET 12 EXIST. CONC. RETAINING WALL, PROVIDE METAL COPING OVER TOP. REF 201 3.1 ALL INFORMATION ON THIS DOCUMENT R E C I V E D IS THE EXCLUSIVE PROPERTY OF � Jun 8 2023 PACIFIC ENGINEERING TECHNOLOGIES, INC. � CITY EDMONDS (0) COPYRIGHT 2023 (n DEVELOP ENT SERVICES DE RTMENT Job No. 22156.00 REMOVE LANDSCAPE PLANTINGS AND DISCARD. INSTALL BLACK DECORATIVE LANDSCAPING ROCK GAP AND REMOVE EXIST. IRRIGATION SYSTEM, PLANTER LIGHTING AND ELECTRICAL EQUIPMENT. LABEL CONNECTIONS (NOT SHOWN). INSTALLATION AND DESIGN OF NEW SYSTEMS BY OTHERS REMOVE PLANTER SOIL AT RAISED PLANTERS AND LANDSCAPED AREAS. INSTALL GEOFOAM REMOVE WASHED DRAINAGE ROCK AT RAISED PLANTERS AND LANDSCAPED AREAS. INSTALL NEW WASHED DRAINAGE ROCK AFTER WORK IS COMPLETE. INSTALL NEW GEOTEXTILE FABRIC 4 4 Q 4 4 4 4 Q 4 DRAINAGE MAT WITH FILTER FABRIC. REF. MATERIAL SPECIFICATIONS. EXIST. P.T. O PROTECTION SHEET / ROOT BARRIER, DO NOT REPAIR GR.BLOCK DRAINS CKS IN ACCORDANCE WITH REMOVE EXIST. BELOW GRADE WATERPROOF DETAIL MEMBRANE AND INSTALL NEW WATERPROOF MEMBRANE SYSTEM. REF. MATERIAL SPECIFICATIONS NT ASs M Y ❑� NOTE: ER E� COORDINATE WITH SCALE: 1 1/2'' = 1'-0" HOA FENCING INSTALLATION PREFINISHED METAL COPING, REF. SECTION P 3.1 TERMINATION BAR, PLACE TERMINATION BAR SUCH THAT IT IS LOCATED UNDER THE VERTICAL LEG OF COPING DRAINAGE MAT PATIO ROOT BARRIER 1 4 O O 0 0 EXIST. CONC. WALL O O ° 4 CONT. TREMCO DYMONIC 100 SEALANT JOINT O4 TERMINATION BAR a TEMP. REMOVE AND STORE O EXIST. PEDESTAL PAVERS O TO PERFORM REPAIRS a ° O 4 WATERPROOF MEMBRANE a 4 4 a a 4. a a a a 4 WATERPROOF MEMBRANE � SIM. CONT. SEALANT EXIST. CONC. SLAB PLANTER/PAVER C� ❑ R� SCALE: 1 1/2'' = 1'-0" PLAN VIEW (2) LIFTS OF TREMCO 250GC 60 MIL. (WET) TREMCO 250 GC EMBED TRA SHEETING INTO WET WATERPROOFING TYPICAL IBELOW G SCALE: 3" = 1'-0" 6/6/2023 22156 WD 01.dwg FILL TOP WITH KRYSTOL REPAIR GROUT, FILL BOTTOM 1/2" WITH KRYSTOL PLUG EXIST. CONC. SLAB, REMOVE EXIST. MEMBRANE AND PREPARE SLAB TO ACCEPT NEW MEMBRANE. INSTALL PRIMER PRIOR TO NEW MEMBRANE INSTALLATION Q 44 EXIST. CRACK, ROUT AND CHISEL OUT 1 1/2'' WIDE BY 1" DEEP CENTERED ON CRACK NOTE: } I R REF. TO MANUF. RECOMMENDATIONS FOR ADDITIONAL INFORMATION _ EXIST. CONC. ;OMPLETE. 4-KIND. 3TALS AS :DESTALS ,TERPROOF . RFACE. RPROOF :CTION SHEET, u PEDESTAL AAssr=m5LY AT ENTRY 2❑ SCALE: 1 1/2'' = 1'-0'' PREFINISHED METAL COPING, REF. SECTION 3.1 TERMINATION BAR, PLACE TERM INAT ION BAR SUCH THAT IT IS LOCATED EXIST. GONG. GURB UNDER THE VERTICAL LEG OF COPING REMOVE EXIST. PEDESTRIAN WATERPROOF MEMBRANE AND PREP EXIST. SURFACE. INSTALL NEW PEDESTRIAN WATERPROOF MEMBRANE SYSTEM WITH PROTECTION SHEET, REF. MATERIAL SPECIFICATIONS. SIM. SECTION: PROVIDE TREMCO 250GC WATERPROOF MEMBRANE AND PROTECTION SHEET 4 V a 4 4 4 4 a ° 4 ° 4 ° ° ° 4 Q 4 4 4 Q EXIST. P.T. CONC. SLAB, REPAIR CRACKS IN TOP SURFACE IN ACCORDANCE WITH DETAIL 1101 PEDESTRIAN M 1" 5RANE Assr=m5LY ❑3 SCALE: 1 1/2" = 1'-0'' PATIO NEW LANDSCAPE BOLDER (2) NEW LIFTS OF WATERPROOF MEMBRANE, a LAP OVER EXIST. ° WATERPROOF MEMBRANE 00 6" MIN. O 4 . ° EXIST. SOIL TO BE 4 REMOVED AS REQ'D / U 4 CONT. TREMCO DYMONIC 100 SEALANT JOINT a 4 - SAWCUT 1/4'' WIDE BY 1/4'' DEEP FOR WATERPROOFING 4 TERMINATION PEDESTRIAN WATERPROOF MEMBRANE a N a ° 4 a 4 a a ° a _ 4 CONT. SEALANT PLANTER / D E GIG COLIC. CURS SCALE: 1 1/2'' = 1'-0'' EXISTING CRACK FILL CUT WITH POLYURETHANE SEALANT PROVIDE SEAMLESS TRANSITION a ° \ ° a 4 4 4 4 4 4 Q 4 \ 4 4 Q GONT. BONDBREAKER TAPE 4" WIDE DETAIL STRIP OF REINF. TAPE EMBEDDED IN WATERPROOFING BASECOAT CENTERED OVER CUT CONT. WATERPROOF MEMBRANE SYSTEM a 4 41 a 4 4 4 SAWGUT GONG. 1/4'' WIDE x 1/4'' DEEP CENTERED ON CRACK I A.n dQ I NEW DRAINAGE MAT LAP W/ EXIST, 6" MIN. WRAP FABRIC 4 ° EXIST. CONCRETE SLAB. OVER EXPOSED ENDS REPAIR CRACKS IN a ACCORDANCE WITH 4 Z EXIST, CONC. WALL GARAGE EXIST. DRAINAGE MAT CUT OFF AND REMOVE DRAIN REMOVE EXIST. MAT IN AREA OF WORK WATERPROOFING, ROUT COLD JOINT SIM. TO EXIST. WATERPROOFING CRACK REPAIR, REF. LID TO LANDSCAPING TRANSITION SCALE: 1 1/2'' = 1'-0" NEW PAVERS NEW PEDESTALS - 4 ,4 d a Q > 4 Q 4 4 4 4 4 4 4 ° Q 4 0 0 0 z Q Qcli m N Q)1L, Z 7 3� 0 oZ o0 0Z 0 a EXIST. P.T. CONC. �� PROTECTION SHEET. DO NOT BLOCK DRAINS REPAIR CRACKS IN ACCORDANCE WITH REMOVE EXIST. WATERPROOF MEMBRANE AND DETAIL INSTALL NEW WATERPROOF MEMBRANE P.T. CONC. SLAB PEDESTAL PACER [-4] ,ASS ME3L Y L LID E D SCALE: 1 1/2" = 1'-0" PREFINISHED METAL COPING, REF. SECTION 3.1 1 EXIST. GONG. WALL CONT. TREMCO DYMONIC 100 SEALANT JOINT PLANTER LID TO COLIC. CURS / WALL SCALE: 1 1/2'' = 1'-0" CONT. GEOTEXTILE FABRIC UP WALL PAST THROUGH WALL REMOVE PLASTIC DIMPLED WATERPROOF MEMBRANE. DRAIN PORTION OF DRAINAGE MAT AT EXTEND AROUND INTO INSTALL ADDITIONAL LAYER THROUGH WALL DRAIN. EXIST. THRU-WALL DRAIN OF GEOTEXTILE FABRIC GEOTEXTILE FABRIC SHALL BE AS FAR AS POSSIBLE OVER DRAIN HOLE CONT. OVER DRAIN OUTLET EXIST. PLANTER WALL REMOVE PLASTIC DIMPLED EXIST. GONG. WALL PATIO PLANTER PATIO PORTION OF DRAINAGE MAT � AT THROUGH WALL DRAIN TYP. WATERPROOF MEMBRANE. EXTEND 7 WATERPROOF MEMBRANE, AROUND INTO EXIST. EXTEND INTO DRAIN AS THRU-WALL DRAIN FAR AS POSSIBLE AS FAR AS a a � , , �4 — — POSSIBLE TYP.Ij— a h lcJ h� d a �a� �✓ \ Z� �� \\--d EXIST. WATERPROOFING EXIST. RETAINING M3, Rd MEMBRANE WALL TYP. TYP. A EXIST. THRU-WALL DRAIN AND DRAIN LINE TYPICAL PEDESTRINOTE: WATERPROOFING CRACK REPAIR 10 REF. TO MANUF. SCALE: 3" = 1'-0" RECOMMENDATIONS FOR ADDITIONAL INFORMATION TYPICAL PL,4NTE R 11 SCALE: 3/4'' = 1'-0" PLAN VIEW 0 0 M n N O C) N 00 N� 0 N to CD N O 0(m .5 N 1) M_ N 00 N Om r Os �o �3 0 Z Lo(v N in 1- 65M wL) cx N a � 3 Z Q Q ~ Z N nn d � 0 0— LUV Ov_ CLEAN DEBRIS FROM DRAIN HOLE, VIDEO CAMERA DRAIN LINE AND Z — Z w CONFIRM DRAIN LINE WORKS PROPERLY. NOTIFY PACIFIC OF AN O O Z A o - DAMAGE OR BLOCKAGE. FOR (� Off_ ( , ADDITIONAL INFORMATION REF. v ALLOWANCE SUMMARY ON SHEET 1.2 SECTION A -A SCALE: NO SCALE 3waEC I V E D ALL INFOiRMAT ION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF Jun 8 2023 PACIFIC ENGINEERING TECHNOLOGIES, INC. CITY EDMONDS CC) COPYRIGHT 2023 (n DEVELOP DE ENT SERVICES RTMENT Job No. 22156.00 PREFINISHED METAL COPING, REF. SECTION [-5] EXIST. CONC. WALL PATIO EXIST. THROUGH WALL ° SCUPPER, BEYOND, REF. 5.0 4 PEDESTRIAN WATERPROOFING MEMBRANE, EXTEND UP NOTCH IN WALL a 4 z; 4 ° 4 4 Q 4 4 ° Q a COLD JOINT a P0 GARAGE ° NOTE: R ACK REPAIR,tP- FDN. WALL At PATIO REF. DETAILO SCALE: 1 1/2'' = 1'-0'' 3.0 ATTACHMENT CLEAT OPEN HEM Df AS REQ'D TO ATTACHMENT TYP. PREFINISHED SHEET METAL COPING. APPROVED COLOR TO MATCH EXIST. COLOR SCHEME (MIN. 2" LAP OVER WATERPROOFING) COLOR MATCHING FASTENERS WITH EPDM GASKETS NOTES: 1. FOR ADDITIONAL INFORMATION, REF. *AND [�] TYPICAL COP INN 2. PROVIDE CONT. CLEATS FOR SCALE: 1 1/2" = 1'-0" ATTACHMENT. DO NOT FASTEN THROUGH TOP 3. SLOPE TOWARDS PLANTER 6/6/2023 22156 WD 01.dwg PREFINISHED METAL COPING, REF. SECTION F-5] EXIST. CONC. WALL KERF CUT GONG. FOR FLASHING INSTALLATION TERMINATION BAR (2) PIECE PREFINISHED METAL FLASHING a] PLANTER COLD JOINT NOTE: FOR TYf=. CRACK tYF. FDN. WALL At PLANtER� REPAIR, REF. SCALE: 1 1/2'' = 1'-0'' DETAIL 3.0 STET STEP 2 APPLY (2) 3/8"0 BEADS OF REASEALANT EACH SIDE OF SPLICE PLATE COPING SPLICE PLATE WITH ATTACHMENT CLEAT INSTALL COPING SPLICE PLATE. ATTACH WITH FASTENERS ON BOTH SIDES ON VERTICAL SURFACES INSTALL PREFINISHED COPING BEFORE SPLICE PLATE SEALANT SKINS OVER, LAP 4" OVER ADJACENT COPING SET IN SILICONE SEALANT NOTCH METAL FLASHING EDGE APPLY (2) BEADS OF SEALANT FOLD HEMMED DRIP EDGE OVER NOTCHED SIDE OF FLASHING COPING SPLICE PLATE I r- TY10. COPING SPLICE INSTALLATION SCALE: NTS PREFINISHED METAL COPING, REF. SECTION 7 SCALE: 1 1/2'' = 1'-0'' PROVIDE ONE- PREFINISHED C CORNER COPI> SEAMS. REF. FS OPEN HEM EXIST. CONIC. WALL PLANTER LID TERMINATION BAR TEMP. REMOVE AND STORE EXIST. PEDESTAL PAVERS TO PERFORM REPAIRS WATERPROOF MEMBRANE �0 AT SIM. F3.0 3.2 11 SECTION COLD JOINT 1212' rilN MIN FIELD DETERMINE NOTE: FOR TYP. CRACK REPAIR, REF, DETAIL FAN NOTE: TYI=. COPING OUTSIDE CORNER E-1: SIMILAR INTERSECTION SCALE: NITS EXIST WRB 1 EXIST. SIDING TO REMAIN EXIST. FLASHING NEW PREFINISHED COUNTER FLASHING zi ATTACH TO EXIST. FLASHING WITH 44 GASKETED SGREWS = Z N� 4 ° 4 Q a: 4 4 4 3.0 a 4 Q B Q a > I ° 4 Q 4 4 4 Q 4 4 4 Q 4 4 4 a ° a INSTALL TERMINATION BAR OVER BUTYL TAPE DYMONIC 100 SEALANT WATERPROOF MEMBRANE EXTEND UP WALL TYP. 5LIDG. WALL PLANTER LIE) SCALE: 1 1/2'' = 1'-0" 0 0 0 z m cli cli � zui oZ 3 oU U4 0Z i 2 a o�4 0 0 M n I N o� I O °D o N n c) I o �u N E 0 u to CD N O 0 rn •� I N M M_ a> °O r os y 0 � 3 o z — 0 0 Lrn a) V) N in 1- 65M wL) uj N U) v = W N �7 a _ 3 z `Q a V' z V1 nn d � 0 0 0— LU v — _ LULU LU Q ao 0— 0 co 3.1 ALL INFOF�MATION ON THIS DOCUMENT RE C I V E D IS THE EXCLUSIVE PROPERTY OF Jun 82023 PACIFIC ENGINEERING TECHNOLOGIES, INC. CITY EDMONDS CC) COPYRIGHT 2023 (n DEVELOP ENT SERVICES DE RTMENT Job No. 22156.00 PATIO I UNIT REMOVE AND REPLACE SIDING AND TRIM AS REQ'D TO PERFORM WORK EXIST. WRB, CAREFULLY FOLD BACK TO PEFZFORM WORK INSTALL NEW STRIP OF WRB, TUCK UNDER EXIST. 6" MIN. AND LAP OVER II BASE OF WALL FLASHING 3" MIN. CONT. WATERPROOF MEMBRANE, EXTEND Z UP FLASHING a a 4 4 = a a aa° a d a a a 4"x6" BONDERIZED METAL OR WATERPROOF TAPE, EMBEDDED IN BASE COAT. PROVIDE ONE-PIECE INSIDE AND OUTSIDE CORNERS ALLOWANCE No. 4 TYPICAL SASE OF WALL SECTION Ec SCALE: 1 1/2'' = 1'-0" GUARDRAIL OR GAT PLATE, 7EMPORARIL REMOVE AND REINS' TO PERFORM WORK CONT. WATERPROOF MEMBRANE UNDER PLATE, EXTEND ARC AND UP THREADED 6/6/2023 22156 WD 01.dwg PRE -DRILLED ATTACHMENT HOLES BACK DAM 5/8" OR HEIGHT ALLOWED BY THRESHOLD DO NOT BL( DRAINAGE 1 EXTEND ME] VERTICAL L PRECOATEI EXTEND MEMBRANE INTO R.O. P.7. CONC. SLAB 6" MIN. FIELD DETERMINE 4" MIN. --I END DAM SOLDER SEAMS, TYP SET DOOR PAN IN (3) 3/8"0 CONT. BEADS OF SEALANT ONE-PIECE BONDERIZED DOOR PAN TYPE 1: PRECOAT SILL PAN IN WATERPROOF MEMBRANE BASE COAT ALLOWANCE No. 3 5UILD ING 65 TYP SCALE: 3" = 1'-0" PRE -DRILLED ATTACHMENT HOLES BACK DAM k--- SILL PAN END DAMS 1" OR HEIGHT ALLOWED BY DOOR OR INTERIOR FINISHES r IPORARILY REMOVE DR AND REINSTALL AFTE 'AIRS ARE COMPLETE -NIT 47. SEALANT _ PAN, SET IN SLANT, REF. 0 SOLDER SEAMS, TYP. SET DOOR IN (2) 3/8"10 CONT. BEADS OF SEALANT ALONG BACK OF SILL PAN ONE-PIECE METAL DOOR PAN FLASHING SET IN SEALANT TYPE 2 PRECOAT SILL PAN IN WATERPROOF MEMBRANE BASE COAT ALLOWANCE No. 3 DOOR SILL FAN FL ASi 41NG � SCALE: NO SCALE 57. THREADED ROD TO 1AIN TEMPORARILY REMOVE > REINSTALL TO PERFORM :IG INLESS STEEL BONDED WASHER CONE GASKET 57. CONC. GUARDRAIL OR GATE PLATE SCALE: 3" = 1'-0" EXIST. COLUMN EXIST. GSB CONT. SEALANT EXIST. WRB, REPAIR ANY TEARS WITH SAF REMOVE AND REPLACE TRIM TO MATCH EXIST., PRIME ALL SIDES PRIOR TO INSTALLATION TYPICAL COLUMN DETAIL ❑9 SCALE: 3" = 1'-0" EXIST. PENETRATION FLASHING. NOTIFY PACIFIC ENGINEERING TECHNOLOGIES IF NC FLASHING IS PRESEN' REPLACE OR PROVII NEW INTERIOR TRIM. PAINT TO MATCH CONT. BACKER ROD AND SEALANT JOINT ALLOWANCE No. 3 DOOR MEAD 3❑ SCALE: 3" = 1'-0" ENTRY WALKWAY EMBEDDED SAND IN MEMBRANE NON -SHRINK GROUT L CURB a 2n 4 ° a ° a zi 4 P AuER TO PATIO SCALE: 3" = 1'-0" NEW PAVERS NEW PAVER PEDESTALS 4" MIN. COMPACTED GRAVEL BASE EXIST. SUBSTRATE. EXCAVATE AS REQUIRED TO INSTALL GRAVEL AND PAVERS C FAJ 0 EXIST. SIDING TO REMAIN EXIST. FLASHING TO REMAIN REMOVE AND REPLACE TRIM TO MATCH EXIST. PRIME ALL SIDES AND PAINT SAF PENETRATION FLASHING TEMPORARILY REMOVE AND REINSTALL DOOR EXTEND ADDITIONAL REINF. LATER OF MEMBRANE UP AND OVER CURB MATCH EXIST. HEIGHT CONT. WATERPROOF MEMBRANE ALIGN WITH EDGE OF PAVER P.T. CONC. SLAB PEDESTAL PAVER ASSEM5LY AT GRADE 10 SCALE: 3" = 1'-0" REPLACE OR PROVIDE NEW INTERIOR TRIM. PAINT TO MATCH BACKER ROD AND SEALANT JOINT, TYP, EXIST. WINDOW TO REMAIN IN PLACE BACKER ROD AND SEALANT JOINT EXIST. SAF EXIST. PENETRATION FLASHING, NOTIFY PACIFIC ENGINEERING TECHNOLOGIES IF NO FLASHING IS PRESENT TEMPORARILY REMOVE AND REINSTALL DRAI GRATE AS REQT INSTALL MEMBRz ALLOWANCE No. 3 DOOR JAMS 141SCALE: 3" = 1'-0" TYPICAL FLOOR li ❑� P � � R DRAIN SCALE: 3" = 1'-0" (2) NEW LIFTS OF WATERPROOF MEMBRANE, LAP OVER EXIST. WATERPROOF MEMBRANE 6" MIN. NEW DRAINAGE MAT LAP W/ EXIST, 6" MIN. WRAP FABRIC OVER EXPOSED ENDS EXIST. DRAINAGE MAT CUT OFF AND REMOVE DRAIN MAT IN AREA OF WORK EXIST. WATERPROOFING L Q a a C Q ❑I TEMPORARILY REMOVE AND REINSTALL DOOR CONT. SEALANT, TYP. SET TRIM IN SEALANT INSTALL NEW SAF INTO ROUGH OPENING AND CONT. OVER EXIST. SAF TO WINDOW FRAME TRIM TO MATCH EXIST SIZE TERPROOF MBRANE CONTINUES 'ER FLANGE AND O DRAIN BOWL, AMP WITH COVER INDICATED EXIST. CONCRETE SLAB. ' REPAIR CRACKS IN ACCORDANCE WITH f� EXIST. CONC. WALL GARAGE Q REMOVE EXIST. a WATERPROOFING, ROUT COLD JOINT SIM. TO CRACK REPAIR, REF. LID TO PAVER TRAITS I T I ON SCALE: 3" = 1'-0" 0 0 0 z m � zui U- oZ 3 L0 U4 �Z i 2 a o�4 O O M N O CD O N H M cx U N c-, W N a 3 _ z `Q a z N nn d � � 0 0 nn 0 O LU O u N ul Q?1p p�1 - 0to ao- 3,2REC ALL INFORMATION ON THIS DOCUMENT I V E D IS THE EXCLUSIVE PROPERTY OF � Jun 8 2023 PACIFIC ENGINEERING TECHNOLOGIES, INC. CITY EDMONDS CC) COPYRIGHT 2023 (n DEVELOP ENT SERVICES RTMENT Job No. 22156.00