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APPROVED BLD RESUB1 BLD2023-0791+Architectural_Plan+3.18.2024_10.50.28_AM+4140960N O N C7 } a O U I in z O J O CO CD z 0 J m ry w U Q co 00 M O N 0 N 00 M SCOPE OF REPAIR SUMMARY ABBREVIATIONS GENERAL NOTES THE FOLLOWING IS A SUMMARY OF THE PROPOSED REPAIR SCOPE FOR THIS PROJECT. REFER TO SECTION AL. ALUMINUM 1. IN CONJUNCTION READ DRAWINGS IN CONJUNCTION WITH PROJECT READ DMANUARAWINGS 011000 SUMMARY AND SECTION 011013 SCOPE OF REPAIR FOR A COMPLETE NARRATIVE OF THE WORK APPROX. APPROXIMATE FI IDENTIFIED IN THESE DOCUMENTS. ARCH. ARCHITECTURAL 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON SITE. BLDG. BUILDING 3. DRAWINGS HAVE BEEN PRODUCED FROM AVAILABLE THE PRIMARY REPAIR ELEMENTS OUTLINED WITHIN THE SCOPE OF REPAIR INCLUDE: BOT. BOTTOM RECORD DOCUMENTS AND LIMITED FIELD OBSERVATION. A. COMPLETELY REPAIR/REPLACE THE ROOF SYSTEM GENERALLY MATCHING EXISTING. REPLACE ROOF CO L. COLUMN CO U CONTRACTOR TO BRING DISCREPANCIES BETWEEN CERTA MEMBRANE, STANDING -SEAM METAL ROOF, FLASHING, GUTTERS AND DOWNSPOUTS. C.M.U. CONCRETE MASONRY UNIT DOCUMENTS AND ACTUAL PROJECT CONDITIONS TO THE B. REPLACEMENT OF VARIOUS WALL CLADDING ASSEMBLIES WITH NEW WATER -MANAGED CLADDING SYSTEM CONC. CONCRETE IMMEDIATE ATTENTION OF THE CONSULTANT AND REQUEST USING DRAINED STUCCO. CENT. CONTINUOUS A REVIEW WHEN DISCREPANCIES ARE DISCOVERED. C. REPAIR OF HIDDEN DAMAGES TO THE BUILDING STRUCTURES AT VERTICAL WALLS AND HORIZONTAL CONSTR. CONSTRUCTION 4. EXECUTION OF THE CONTRACT BY THE CONTRACTOR IS A STRUCTURES, AND OTHER POTENTIALLY IMPACTED BUILDING MATERIALS AND FINISHES WHERE AFFECTED C/W COMPLETE WITH REPRESENTATION THAT THE CONTRACTOR HAS VISITED THE BY THE WORK. DIA. DIAMETER SITE, BECOME GENERALLY FAMILIAR WITH THE LOCAL D. REMOVAL AND REPLACEMENT OF SHEET METAL FLASHING ADJACENT TO WATERPROOF MEMBRANES. DIM. DIMENSION CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED DWG. DRAWING AND CORRELATED PERSONAL OBSERVATIONS WITH SPECIFIC ITEMS RELATED TO THE BUILDING ENCLOSURE NOT BEING ADDRESSED INCLUDE THE FOLLOWING: D.S. DOWNSPOUT REQUIREMENTS OF THE CONTRACT DOCUMENTS. • IMPROVEMENTS TO CONTROL AIR LEAKAGE INTO THE ATTIC SPACES BELOW ROOFS. EA. EACH 5. CONTRACT DRAWINGS ARE COMPLIMENTARY, AND WHAT IS • THIS SCOPE DOES NOT CURRENTLY ADDRESS ANY FOUNDATION, BELOW GRADE OR LEVEL 1 EL. ELEVATION REQUIRED BY ANY ONE SHALL BE BINDING AS IF REQUIRED WATERPROOFING SYSTEMS SITE DRAINAGE ISSUES INTERIOR MECHANICAL SYSTEMS OR OTHER ELEC. ELECTRICAL BY ALL. BEFORE STARTING EACH PORTION OF THE WORK, BUILDING SYSTEMS NOT DIRECTLY IMPACTED BY THE PROPOSED REPAIRS TO THESE SPECIFIC BUILDING E.I.F.S. EXTERIOR INSULATION & FINISH CAREFULLY STUDY AND COMPARE THE VARIOUS DRAWINGS ENVELOPE ASSEMBLIES. ADDITIONALLY, THIS SCOPE WILL NOT RESOLVE ONGOING AIR -LEAKAGE ISSUES SYSTEM AND OTHER CONTRACT DOCUMENTS RELATIVE TO THAT EXCEPT WHERE ADDRESSED THROUGH THE SCOPE OF REPAIR. EQ. EQUAL PORTION OF THE WORK AS WELL AS INFORMATION • IMPROVENTS TO SWING DOORS TO FACILITATE THE INTEGRATION OF INTERFACING WATERPROOFING EQUIP. EQUIPMENT FURNISHED BY OWNER. TAKE FIELD MEASUREMENTS OF ANY ASSEMBLIES AND TO IMPROVE AIR -TIGHTNESS AND FLASHING OF THOSE ELEMENTS. EXIST. EXISTING EXISTING CONDITIONS RELATED TO THAT PORTION OF THE EXT. EXTERIOR WORK AND OBSERVE CONDITIONS AT THE SITE AFFECTING AHJ REVIEW OF REPLACED SHEATHING/FRAMING F.C. F.D. FIBER CEMENT FLOOR DRAIN IT. THESE OBLIGATIONS ARE FOR THE PURPOSE OF FACILITATING CONSTRUCTION BY THE CONTRACTOR AND FIN. FINISH NOT FOR THE PURPOSE OF DISCOVERING ERRORS, • REPLACED SHEATHING IS TO BE NAILED PER THE FRAMING AND SHEATHING NOTES IN THESE DOCUMENTS. F.R.T.W. FIRE -RETARDANT TREATED OMISSIONS, OR INCONSISTENCIES IN THE CONTRACT NOTIFY CONSULTANT IF AREAS OF FRAMING REPAIR FOUND THAT MAY REQUIRE ENGINEERED WOOD DOCUMENTS; HOWEVER, REPORT ERRORS, OMISSIONS, OR TEMPORARY SHORING. IT IS ASSUMED THAT THE EXISTING SHIPLAP SHEATHING DOES NOT PROVIDE FURR FURRING OR FURRED INCONSISTENCIES DISCOVERED BY THE CONTRACTOR RESISTANCE TO LATERAL DISPLACEMENT AND FIRE TREATED SHEATHING IS TO BE INSTALLED TO GA. GAUGE PROMPTLY TO THE CONSULTANT AS A REQUEST FOR IMPROVE BOTH SEISMIC AND FIRE PERFORMANCE OF THE WALL SYSTEM GALV. GALVANIZED INTERPRETATION IN THE FORM PROVIDED IN THE PROJECT • REVIEW REPLACED SHEATHING AND FRAMING WITH THE BUILDING INSPECTOR AS REQUIRED BY THE AHJ G.W.B. GYPSUM WALL BOARD MANUAL. PRIOR TO COVER. GYP. GYPSUM 6. REPETITIVE FEATURES, REGARDLESS OF ORIENTATION, NOT • SHEAR WALLS FOUND THROUGH THE COURSE OF CONSTRUCTION THAT REQUIRE REPAIR, WILL BE HORIZ. HORIZONTAL SHOWN ON DRAWINGS SHALL BE COMPLETELY PROVIDED AS IDENTIFIED, AND REVISED PLANS AND DETAILS SHOWCASING HOW THE EXISTING CONDITIONS WILL BE INT. INTERIOR IF DRAWN IN FULL. REMEDIATED TO MAINTAIN THE INTEGRITY OF THE SHEAR WALL(S) IN QUESTION WILL BE SUBMITTED TO INSUL. INSULATION 7. REPORT DISCREPANCIES IN CONTRACT DOCUMENTS TO THE CITY OF EDMONDS WASHINGTON FOR REVIEW AND APPROVAL TO SATISFY OSSC, SECTION 1604.4. MAX. MAXIMUM CONSULTANT FOR CLARIFICATION PRIOR TO COMMENCING MEMB. MEMBRANE WORK. HATCH PATTERN LEGEND MIN. MISC. MINIMUM MISCELLANEOUS ANEOUS 8. IMMEDIATELY NOTIFY BUILDING ENVELOPE CONSULTANT UPON DISCOVERY OF ADDITIONAL UNFORESEEN DAMAGE TO N.I.A. NOT IN CONTRACT IN EXISTING CONSTRUCTION SCHEDULED TO REMAIN AND THAT N.T.S. NOT SCALE IS OUTSIDE THE CONTRACT. REQUEST A REVIEW. DO NOT BATT INSULATION CONTINUOUS SOLID LUMBER O.C. ON CENTER COMMENCE RELATED WORK TO NEARBY WORK WITHOUT (EXISTING SHOWN) PLY PLYWOOD CONSULTANT APPROVAL. EXISTING CONSTRUCTION INTERMITTENT SOLID LUMBER OSB ORIENTED STRAND BOARD 9. TRADE CONTRACTORS ARE RESPONSIBLE, FOR THE LAYOUT SCHEDULED TO REMAIN P.T. PRESSURE TREATED OF THEIR OWN WORK, AND TO SEE THAT THEIR WORK POLY. POLYETHYLENE COMES TOGETHER WITH THAT OF OTHERS WITH THE DESIGN 0 CONTINUOUS SEALANT BEAD WOOD PANEL WALL R RADIUS INTENT IDENTIFIED IN THE DOCUMENTS. REPORT SHEATHING - THICKNESS AS REF. REINF. REFERENCE REINFORCED DISCREPANCIES ON DRAWINGS TO CONSULTANT FOR / R SPECIFIED ®`� REQ'D REQUIRED CLOSED CELL BACKER ROD 10. TRADEDECISCONTRACTORS MUST ASSURE THEMSELVES THAT REV. R.D. REVERSED ROOF DRAIN THEY HAVE THE LATEST DRAWINGS ISSUED FOR CONSTRUCTION IN THE CONTRACTOR'S OFFICE. GYPSUM SHEATHING R.W.A. RAINWATER LEADER 11. EMPLOY ORIGINAL JOURNEYMAN TRADESMAN OR ORIGINAL S.A.M. SELF ADHESIVE MEMBRANE INSTALLERS OF NEW WORK TO PERFORM CUTTING AND SEAL. SEALANT PATCHING OF NEW WORK. (IF APPLICABLE) REPAIR CODE PROVISIONS N R 12. INSTALL INSECT SCREENS AT TOP AND BOTTOM OF FURRING SM.T SIMIL AT ALL OPENINGS IN RAINSCREEN CLADDING UNLESS NOTED CLASSIFICATION OF WORK: WORK TO OCCUR PER CHAPTER 7 ALTERATION - LEVEL 1 SPEC. S.O.G. SPECIFICATION SLAB -ON -GRADE OTHERWISE. WHERE VENTILATION IS PROVIDED IN A SOFFIT • LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING SST STAINLESS STEEL CONDITION, PROVIDE INSECT SCREENS AT ALL GAPS MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT, OR STRUC. STRUCTURAL BETWEEN MATERIALS. FIXTURES THAT SERVE THE SAME PURPOSE. T&G TONGUE AND GROOVE • WORK IS NOT TO ALTER INTERIOR FLOOR AREAS EXCEPT AS NEEDED FOR LEVEL 1 REPAIRS. T.B.A. TO BE CONFIRMED • WORK REQUIRED IS NOT TO IMPACT MORE THAN 50% OF THE AGGREGATE AREA OF THE BUILDING. TEMP. TEMPERATURE OPENINGS SUCH AS ROOF PENETRATIONS, DOORS AND WINDOWS ARE TO BE REPAIRED. NO ADDITIONAL T.O.W. TOP OF WALL OPENINGS ARE INCLUDED IN THIS PROJECT (ROOF HATCH ADDED BY SEPARATE PERMIT). REPLACE TYP. TYPICAL ORIGINAL EQUIPMENT WITH NEW AS DESCRIBED IN THESE DOCUMENTS. U.N.O. UNLESS NOTED OTHERWISE • WORK IS TO DEMOLISH AND REPLACE FAILED ENCLOSURE SYSTEMS. REPAIR WORK IS TO CONFORM TO VERT. VERTICAL INFORMATION INCLUDED IN THE PROJECT DOCUMENTS AND THE BUILDING CODE(S) IDENTIFIED ON THIS V.I.F. VERIFY IN FIELD SHEET. WI WITH • DAMAGED FRAMING IS TO BE REPLACED IN -KIND PER THE ORIGINAL CONSTRUCTION DRAWINGS WITH ALL WIO WITHOUT CONNECTIONS, HARDWARE, FASTENERS OR OTHER COMPONENTS SIZED TO MATCH THE INSTALLED AND W.R.B. WEATHER RESISTIVE BARRIER DESIGNED EXISTING SYSTEMS. & AND @ AT PERMIT RESP 2024-03-18 # NUMBER/POUNDS ± PLUS OR MINUS L ANGLE :NO ES FULLY SEAL ALL LAP JOINTS 1/2 IN. VERT FOLDED END DAMS (NO PIN HOLES ALLOWED) OR SOLDERED END DAMS CHAMFER CORNERS INSIDE/OUTSIDE CORNER TYPICAL END DAM IN FOLD AND BUTTON PUNCH METAL FLASHING NOTE(S): THIS DETAIL IS CONCEPTUAL AND DESCRIBES DESIGN INTENT. IT DOES NOT PURPORT TO SHOW ALL CONDITIONS. ALL FLASHING JOINTS AND TERMINATIONS TO BE PERMANENTLY WATERTIGHT. STEP 1 1. SEAL WIRE PENETRATION WITH SEALING COMPOUND 2. INSTALL ELECTRICAL BOX OR EXTENSION. SHIM BACK OF BOX TO SUIT DRAINED CAVITY ASSEMBLY. 3. WEATHER CUT WEATHER RESISTIVE BARRIER TO ALLOW INTEGRATION OF SELF ADHERED MEMBRANE NOTE(S): THIS DETAIL IS CONCEPTUAL AND DESCRIBES DESIGN INTENT. IT DOES NOT PURPORT TO SHOW ALL CONDITIONS. ALL FLASHING JOINTS AND TERMINATIONS TO BE PERMANENTLY WATERTIGHT. 6 RTFID 9 2. CUT WEATHER - RESISTIVE BARRIER AS INDICATED. FOLD UP TO ALLOW INSTALLATION OF FLEX WRAP pkCUT HOLE - Z FOR PIPE N 1. CUT WEATHER -RESISTIVE BARRIER: APPLY IN FIELD. NOTE LOCATIONS OF PENETRATIONS SLOPED TYPICAL LINEAR FLASHING SPLICE M 1So SCOPF SIZE TO RECIEVE TRIM AT CORNERS MEMBRANE INSTALLATION: 1. SEAL WEATHER -RESISTIVE BARRIER TERMINATIONS, TRANSITIONS, AND LAPS TO CREATE AIR BARRIER. 2. CLEAN AND PREPARE SURFACE PRIOR TO INSTALLATION OF ALL MEMBRANES IN ACCORDANCE TO MANUFACTURERS' RECOMMENDATIONS OR AS DIRECTED BY CONSULTANT. 3. PROVIDE SADDLE FLASHING AT INTERSECTIONS AT BALCONY/ROOF PARAPET AND WALL; BALCONY EDGE TO WALL AND ALL SIMILAR TYPE TRANSITIONS THAT MAY OCCUR WITHIN THE BUILDING ENVELOPE ASSEMBLIES. METAL FLASHING: 1. ALL JOINTS ARE TO BE LAPPED & SEALED PER THE DETAILS, S- LOCK OR STANDING SEAMS UNLESS OTHERWISE APPROVED; FORM INTERNAL & EXTERNAL CORNERS IN METAL FLASHINGS WITH JOINT ASSEMBLY SHOWN IN DRAWINGS. 2. TERMINATE METAL FLASHINGS WITH FOLDED 1/2 IN. HIGH END DAMS OR KICKERS. U.N.O. 3. INSTALL METAL HEAD FLASHINGS WITH END DAMS OVER WINDOWS AND DOORS. EXTEND FLASHING AS DETERMINED BY CONSULTANT. CONTRACTOR TO FIELD VERIFY THAT METAL HEAD FLASHING DOES NOT INTERFERE WITH OPERATION OF WINDOWS OR DOORS. 4. FORM FLASHINGS WITH 15' SLOPE TO DRAIN U.N.O. EXTERIOR OPENINGS AND PENETRATIONS: 1. NO CONCERTED EFFORT HAS BEEN MADE BY CONSULTANT TO QUANTIFY THE EXTERIOR FIXTURES, SUCH AS LIGHT FIXTURES, CONVENIENCE RECEPTACLES, EXHAUST VENTS, PIPE PENETRATIONS, HOSE BIBS, ELECTRICAL OR METERS, ETC. CONTRACTOR SHALL PERFORM OWN QUANTITY SURVEY. 2. INSTALL SEALANT JOINT WITH BACKER ROD AROUND INTERIOR PERIMETER OF OPENINGS FOR AIR BARRIER CONTINUITY. 3. FORM EXTERIOR PERIMETER SEALANT JOINTS 3/8 IN. WIDE WITH CLOSED CELL BACKER ROD U.N.O. MAINTAIN JOINT WIDTH:DEPTH RATIO OF 2:1. BEDDING IN SEALANT SIZE TO ENSURE 1/2 IN. GAP 1/2 IN. HEMMED S-POCKET OR AT TOP OF CLADDING AND DRIP EDGE BENT THREE (3) BEADS TO ENSURE 1 IN. MIN. AT 45' ANGLE OF SEALANT COVERAGE OVER CLADDING .. A . I I A 1- Ir U.N.O. 4. APPLY SELF -ADHERED MEMBRANE AT TOP AND SIDES OF ELECTRICAL BOX AND EXTEND ONTO WEATHER RESISTIVE BARRIER IN SHINGLE -LIKE FASHION. SEAL ALL PINHOLES WITH SELF - ADHERED MEMBRANE PATCHES. 5. SEAL ALL SELF -ADHERED MEMBRANE EDGES, TYP 4 6. APPLY BEAD OF SEALANT OVER FACE OF SELF - ADHERED MEMBRANE TO FORM AIR SEAL BETWEEN MEMBRANE AND WEATHER -RESISTIVE BARRIER. 3. INSTALL SELF -ADHERING FLEX WRAP ON BOTTOM OF PENETRATION AND AS PRE -WRAP ON PIPE. 4. INSTALL SELF - ADHERING FLEX WRAP OVER TOP OF PENETRATION. LAP OVER LOWER COURSE 5. APPLY COMPATIBLE SEALANT AROUND EDGE OF SELF - ADHERED MEMBRANE STEP 3 TYPICAL FLASHING JOINERY 3" = V-0" 7. FOLD DOWN FIELD WEATHER -RESISTIVE BARRIER AND APPLY PROPRIETARY SEAM TAPE. NOTE(S): THIS DETAIL IS CONCEPTUAL AND DESCRIBES DESIGN INTENT. IT DOES NOT PURPORT TO SHOW ALL CONDITIONS. ALL FLASHING JOINTS AND TERMINATIONS TO BE PERMANENTLY WATERTIGHT. WALL BOX PENETRATION SEQUENCE 3" = V-0" 3 7. FOLD WEATHER -RESISTIVE BARRIER DOWN AND APPLY SEAM TAPE OVER CUT EDGE REFERENCE SYMBOLS / LEGEND DETAIL NUMBER f- -1 SIM 1 I I I ` J I CBS-000- SHEET NUMBER CBS-00 - SHEET NUMBER I I DETAIL REFERENCE(S) DETAIL TITLE DETAIL NUMBER 1 /4" TITLE REFERENCE SIM SECTION DETAIL NUMBER 1 CBS-000 CBS-000 DRAWING NUMBER WHERE DETAIL IS `�\ DRAWN DRAWING NUMBER WHERE DRAWING IS BUILDING SECTION REFERENCED SIM BUILDING SECTION ALPHA LETTER 1 CBS-000 DRAWING NUMBER WHERE DRAWING IS LOCATED WALL SECTION SIM BUILDING ELEVATION NUMBER 1 CBS-000 DRAWING NUMBER WHERE ELEVATION IS BUILDING ELEVATION LOCATED ASSEMBLY TYPE DESIGNATION LlBS� ASSEMBLY TYPE REFERENCE EXISTING WINDOW OR SLIDING GLASS OR HINGED RR > DOOR FOR REMOVAL AND REINSTALL EX EXISTING WINDOW OR SLIDING/HINGED DOOR TO REMAIN IN PLACE NW NEW (REPLACEMENT) WINDOW NFSD NEW FRENCH -STYLE DOOR NSGD NEW SLIDING GLASS DOOR C.5 WINDOW TYPE TAG OPENING TAGS (WINDOWS & DOORS) DEMOLTION AND REPAIR NOTE TAGS PROJECT NORTH ARROW (DIRECTION USER DEFINED) NORTH DELTA REVISION INDICATOR CLOUD AROUND REVISION 1 REVISION CLOUD - 1 _,,.:",.... - . _ fir! ;afih: i7Txa'�TFI��'r"7.+�.�,:�• ..1tc2.� -.... - �+i.� -- - ' ® 1. ..N Y ri . . I � I r' I . r -� •r � i v+T' I • $ I''•'•t. sL.iW rntt�K� DECK ,Y M- E r M-BATI P;�, DIN.�r� e Q x: }fffwfff)fl7tlNfl?+ fArVl 1J'.+,. .j , t.........:�............ _ y >� cirrr r` ,j \ 0 l' 301 ,' r:: "KIT' J EXISTING RATED ��L �'. WALL ASSEMBLIES L. Ik' , (PER RECORD DOCUMENTS) _ (E)7"X16 t (E)�7"X16 (E)7"X16�� ;(E)7"X16' f PARALAM PARALAM -' PARALAM - -r PARALAM �■ ■ ■ ■ ' ■r■sr■■�I .� ■ a w 11 .■■■■■.■■■■■ I %!HATCH LOCATION ; � (BY SEPARATE j .PERMIT)f,�•,.... ♦ � ti l .'111�� LIB, _I I O : (� 302 . N -- U)- :, 3 _ i ~ r'4 1 -'BA FF-I DECK •» 21, c� ............, ® DIN t,. M:1 D ATH! .E,. rf tillrYrt' i �1��e1 BED RIC Nlt_ 1 _t':1 ®® ! r:�'e,.lr�-n,c=•:r:l I'll b�.....r..N,.y,P.N...,� . •.,NCYY� Nnt` i W ♦ .,�1 .. ,T , _ i , Sri.' '� /cll::�.«,........ e i LEVEL 3 (E) CONDITIONS/FRAMING PLAN, FIRE WALL LOCATIONS PER RECORD DOCUMENTS FULLY WATERPROOFED COPING BELOW 6. INSTALL CONTINUOUS SEALANT PRIOR TO AT EXTERIOR SIDE, WEATHER RESISTIVE CONTINUOUS SHEET N BARRIER INSTALLATION METAL CLEAT r- w m LOW SIDE IF SLOPED TYPICAL LINEAR FLASHING SPLICE AT COPING NOTE(S): THIS DETAIL IS CONCEPTUAL AND DESCRIBES DESIGN INTENT. IT DOES NOT PURPORT TO SHOW ALL CONDITIONS. ALL FLASHING JOINTS AND TERMINATIONS TO BE PERMANENTLY WATERTIGHT. NON SKINNING BUTYL SEALANT. FULLY SEAL LAP FULLY SEALED, PREFABRICATED CORNER SOLDIER OR BUTTON PUNCH CONNECTION. MOCK-UP REQUIRED TO BE APPROVED BEFORE INSTALLATION SEE DETAIL FOR PROFILE FASTENERS PER SPECIFIC DETAIL. FASTENERS TO BE GASKETED HEX HEAD NOW CORROSIVE MATCHING COPING MATERIAL, LINO. HOLES TO BE PRE -DRILLED (OVERSIZED OR SLOTTED) TO ALLOW FOR EXPANSION AND CONTRACTION OF COPING. DRAWING TERMS: A. DEMOLISH: COMPLETELY REMOVE AND LEGALLY DISPOSE OF OFF -SITE. B. NEW (ITEM): A TERM USED ON DRAWINGS TO INDICATE THAT AN ITEM IS PROVIDED AS NEW WORK. ASSUME ALL WORK NOT NOTED AS EXISTING IS NEW UNLESS ADDRESSED BY ALLOWANCES AND/OR ALTERNATES. C. PROTECT (ITEM): A TERM USED ON DRAWINGS TO INDICATE AN ITEM REQUIRES PROTECTION FROM THE WORK. D. REMOVE (ITEM): A TERM USED ON DRAWINGS TO INDICATE A SPECIFIC ITEM TO BE DETACHED FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSED OF OFF -SITE, UNLESS INDICATED OTHERWISE TO BE REMOVED, SALVAGED, AND REINSTALLED. E. REMOVE AND REINSTALL (ITEM): A TERM USED ON DRAWINGS TO INDICATE A SPECIFIC ITEM TO BE DETACHED FROM EXISTING CONSTRUCTION, PREPARED FOR REUSE, AND REINSTALLED BACK IN ITS EXISTING LOCATION. F. RELOCATE (ITEM): A TERM USED IN DRAWINGS TO INDICATE AN EXISTING ITEM THAT HAS BEEN REMOVED AND TO BE REINSTALLED IN A NEW LOCATION. G. SALVAGE (ITEM): CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE READY FOR REUSE. INCLUDE FASTENERS OR BRACKETS NEEDED FOR REATTACHMENT IN ORIGINAL LOCATION OR ELSEWHERE. H. EXISTING TO REMAIN (ITEM): A TERM USED ON DRAWINGS TO INDICATE EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT BE REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, SALVAGED, OR REMOVED AND REINSTALLED. EXISTING TO REMAIN IS INDICATED BY GRAPHIC LINETYPE SYMBOL. PROJECT DATA DRAWING INDEX SHEET NAME A000 INDEX AND GENERAL INFORMATION A101 ROOF PLAN A711 DETAILS OWNER: ALDERRA CONDOMINIUM HOMEOWNERS ASSOCIATION OWNER CONTACT: KERMIT & DANNA ANDERSON CERTA PROJECT MANAGER: JOSEPH CORDES jcordes@certasolutions.com PROJECT ADDRESS: 522 ALDER STREET EDMONDS, WA 98020 PARCEL NUMBER(S): UNIT 101 00954600010100 UNIT 102 00954600010200 UNIT 201 00954600020100 UNIT 202 00954600020200 UNIT 301 00954600030100 UNIT 302 00954600030200 TAX CODE AREA: 00210 USE CODE: 143 SINGLE FAMILY RESIDENCE CONDOMINIUM MULTIPLE COUNTY: SNOHOMISH DELEGATED DESIGN SUBMITTALS 1. NONE CONTRACTOR TO PROCURE ALL APPROPRIATE PERMITS FROM THE AHJ FOR THESE COMPLETE SYSTEMS. GENERAL NOTES - PROJECT 1. ALL WORK IS TO COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS INCLDING THE _2021 WASHINGTON STATE EXISTING BUILDING CODE. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THE ARCHITECT OF ANY CONFLICTING P202 INFORMATION PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. 4. ALL NEW EXT WALL TO BE BUILT OF 2x6 STUDS @ 16" O.C. (TYP. UNLESS NOTED OTHERWISE). RECONSTRUCTED WALLS TO BE BUILT OF 2x4 STUDS @ 16" O.C. (TYP. U.N.O.) TO MATCH (E) 5. ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. 6. HANDRAILS ARE REQUIRED ON ALL INTERIOR OR EXTERIOR STAIRS WITH 4 OR MORE RISERS. 7. COLUMN DIMENSIONS ARE AS FOLLOWS: A. COLUMNS: TO CENTERLINE OF COLUMN B. WOOD WALLS: FACE OF FRAMING UNLESS NOTED OTHERWISE C. CONCRETE: FACE OF FINISHED CONCRETE F 8. CER A B ILD NG OL TIONS H S P OVI ED UIL ING EN LOS RE OC ME TS HA , PE TH PROFE SIO AL UD ME T 0 � THE STAMPING ARCHITECT OF THE DRAWING SHEETS LISTED IN THE INDEX ON THIS SHEET ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005. FURTHER, CERTA BUILDING SOLUTIONS WILL PROVIDE ENVELOPE INSPECTIONS DURING CONSTRUCTION. AS SUCH, CERTA BUILDING SOLUTIONS WILL PROVIDE ENVELOPE ENCLOSURE SERVICES TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. PERMIT RESP 2024-03-18 GENERAL NOTES - SHEAR AND FIRE WALLS 0 Z3 0 LU www.certasolutions.com REVISIONS PERMIT RESP 2024-03-18 1. SHEAR WALLS (WHERE OCCUR) FOUND THROUGH THE COURSE OF CONSTRUCTION WILL BE IDENTIFIED TO THE ARCHITECT. AS REQUIRED, REVISED PLANS AND DETAILS IDENTIFYING HOW THE EXISTING CONDITION(S) WILL BE REMEDIATED TO MAINTAIN THE INTEGRITY OF THE SHEAR WALL(S) IN QUESTION WILL BE SUBMITTED TO THE AHJ FOR REVIEW AND APPROVAL PER SECTION 107.2.1. 2. UNIDENTIFIED FIRE-RESISTANT RATED WALLS FOUND THROUGH THE COURSE OF CONSTRUCTION WILL BE IDENTIFIED TO THE ARCHITECT. AS REQUIRED, REVISED PLANS AND DETAILS IDENTIFYING HOW THE EXISTING CONDITION(S) WILL BE REMEDIATED TO MAINTAIN THE INTEGRITY OF THE FIRE-RESISTANT RATED CONSTRUCTION IN QUESTION WILL BE SUBMITTED TO THE AHJ FOR REVIEW AND APPROVAL PER SECTION 107.2.1. 3. WHERE EXTERIOR WALLS (SHEAR, FIRE OR GENERAL USE) WALLS ARE FOUND TO HAVE DAMAGE THAT CANNOT BE TRACED TO A DEFINITIVE LEAKAGE SOURCE, THE AREA IS TO BE REVIEWED WITH THE ARCHITECT/CONSULTANT PRIOR TO DAMAGED SHEATHING REMOVAL. DO NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/CONSULTANT. GENERAL NOTES - ENERGY CONSERVATION CODE: 2018 WASHINGTON STATE ENERGY CODE CLIMATE ZONE: 4C BUILDING DESIGN CRITERIA GENERAL: CONFORMANCE WITH CURRENT CODE NOT REQUIRED AT EXISTING COMPONENTS NOT IMPACTED BY THE WORK DESCRIBED IN IN THESE DOCUMENTS. NEW COMPONENTS AND ASSEMBLIES ARE TO CONFORM TO NEW CODE PERFORMANCE VALUES. SPACE CONDITIONING RESIDENTIAL SPACE: EXISTING WITH NO CHANGES TO INTERIOR OF UNIT STORAGE SPACE: NOT PROVIDED GLAZING: PER ASHRAE 90.1 TABLE 5.5-4 (NEW UNITS AT LIGHTWELL ONLY) INSULATED GLAZING UNITS: U-VALUE FIXED UNITS: 0.36, OPERABLE UNITS: 0.45 VT/SHGC MAX. 0.33, - MIN. 1.10 AIR LEAKAGE 0.20 CFM/FT2 WINDOWS AND SLIDING GLASS DOORS APPROVED PLANS MUST BE DOORS: PER TABLE C402.4 ON JOB SITE INSULATED GLAZED ENTRY DOOR: N/A (E) TO REMAIN INSULATION ALL WORK SUBJECT (E) WALL AT RESIDENCE: 2x4 OR 2x6 R-15 MIN - INSULATION TO FILL CAVITY DEPTH (E) ROOFING GANG NAIL TRUSSES - R-49 BATT TO FIELD INSPECTION FOR NOTES: CODE COMPLIANCE 1. PROVIDE VAPOR RETARDERS PER CODE AND AS IDENTIFIED IN DOCUMENTS. CODE SUMMARY 1. EXISTING BUILDING IS 2. OCCUPANCY CLASSIFICATION: R-2 Cn OWN Maple St Suite 100 D m Cn City Of Edmonds Building Department Work ROOF REPAIRS AddreCA < 522 ALDER ST (D, Owner ALDERRA CONDOS Approved Date 4/02/2024 Buildin§ Official ofALasz Permit Number BLD2023-0791 - - - - - -Ad�st Alder St A THIRD PARTY INSPECTION IS TO BE s ' COMPLETED BY THE ARCHITECT OF AREA OF ; RECORD TO PROVIDE A BUILDING ROOFING WORK I ENCLOSURE REPORT AND THAT IT ' MEETS THE REQUIRMENTS OF RCW 1 BcckLn ��i BeckL Betk n 64.55.005 THROUGH 64.55.090 ------------------ - - - - - ' O In VICINITY MAP Walnut St O J W O Zz 0 a O U O V� C/) (z) W o w� Q w 3:00 00 =z 0 �o H z u' W W�w� 0 o ; ~ U C w < G Q 0 (V W J A 11603 REGISTERED ARCHITECT w`AAS ILEY STATE OF WASHINGTON CHECKED BY: JHR ISSUE DATE: 22 JUNE 2023 PROJECT NO.: WA22-021 INDEX AND GENERAL RESUB INFORMATION Mar 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AOOO M N O N H 2 f1' } i1 O U z O J O C0 CD z 0 J_ m lY LU U TYPICAL WALLS 07 6200 PRE -FINISHED STANDING -SEAM METAL ROOFING 07 6200 3/4 IN. G90 METAL FURRING 07 2500 WEATHER RESISTIVE BARRIER -SA 06 1000 EXISTING PLYWOOD, REPAIR PER 061000 06 1000 EXISTING FRAMING, REPAIR PER 061000 07 2100 EXISTING BATT INSULATION. REPAIR PER SCOPE OF WORK 09 2116 EXISTING GYPSUM BOARD, REPAIR PER ALLOWANCE A � y� •, ,�. V TYPICAL WALLS '-77777— u ii A n q u u u n 07 5400 SEALANT PER MEMBRANE MFR. 07 5400 SEALANT PER MEMBRANE MFR. 07 5400 STAINLESS STEEL BAND 1/4" BELOW TOP OF MEMBRANE EDGE 07 5400 SINGLE PLY MEMBRANE FLASHING 07 5400 SINGLE PLY MEMBRANE ROOFING 07 5400 EXTERIOR SHEATHING PROTECTION BOARD m m r D z Cn REMOVABLE SCREEN -1 - - - - - - 07 5400 SEALANT PER MEMBRANE MFR. 07 5400 STAINLESS STEEL BAND 1/4" BELOW TOP OF MEMBRANE EDGE 07 5400 SINGLE PLY MEMBRANE FLASHING 07 5400 SINGLE PLY MEMBRANE ROOFING 07 5400 EXTERIOR SHEATHING PROTECTION BOARD Cn m m D z Cn z� 0 07 5400 SINGLE PLY MEMBRANE ROOFING 07 5400 EXTERIOR SHEATHING PROTECTION BOARD 07 5400 POLYISO INSULATION R-49. THICKNESS —15" 07 5400 VAPOR BARRIER 06 10001/2 IN. PLYWOOD REMOVE AND REPLACE DAMAGED MATERIALS 06 1000 FRAMING, REF STRUCTURAL 07 2100 BATT INSULATION REPLACE DAMAGED MATERIALS PIPE PENETRATION/PIPE SUPPORT 09 2423 PORTLAND CEMENT STUCC FINISH COAT 09 2423 DRAINAGE MAT 07 2500 WEATHER RESISTIVE BARR 06 1000 EXISTING PLYWOOD, REPAI 061000 06 1000 EXISTING FRAMING, REPAIF 061000 07 2100 EXISTING BATT INSULATIOI` REPAIR PER SCOPE OF WORK 09 2116 EXISTING GYPSUM BOARD, REPAIR PER ALLOWANCE 3" = 1'-0" 07 5400 POLYISO INSULATION 07 5400 VAPOR BARRIER 06 1000 1/2 IN. PLYWOOD TYP PIPE PENETRATION n " ` 3" = V-0t SHOP FABRICATED, FULLY -SOLDERED 22 GAUGE STAINLESS STEEL VENT UPSTAND GRAVITY DAMPER 07 5400 SEALANT PER MEMBRANE MFR PIPE PENETRATION/PIPE SUPPORT 26 GAUGE STAINLESS STEEL CIRCULAR FLASHING RING ABOVE PVC ROOF - PROVIDE GUMLIP PROFILE AT TOP 07 5400 POLYISO INSULATION 07 5400 VAPOR BARRIER 06 10001/2 IN. PLYWOOD PROVIDE AIR -TIGHT CONNECTION FROM DUCT TO REMAIN TO NEW UPSTAND 3" = 1'-0" BOX DRAINS ROUTED TO ROOF BELOW, TYP. RELOCATE TO POSITIONS FIELD LOCATED WITH CONSULTANT ® ROOF DRAIN AND OVERFLOW. VERIFY PIPES ARE CLEAR AND READY FOR NEW WORK 14F��16" PANEL, STANDING SEAM METAL ROOFING APPLIED OVER HIGH TEMP SELF -ADHERED MEMBRANE UNDERLAYMENT OVERFRAMED ROOF AREA. SEE PLANS FOR a OVERFRAMING AND SHEATHING INFORMATION 2X6 FRAMED WALL SET DIRECTLY ABOVE EXISTING FRAMED WALLS ROOF TIE -OFF ANCHORS 1. DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE 2. ALL UNBACKED METAL FLASHING INCLUDING, BUT NOT LIMITED TO, THROUGH -WALL FLASHING AND FLASHING AT CASINGS SHALL BE 22- GAUGE METAL OR THICKER AND HAVE A BAKED ON OR PREFINISHED COATING TO MATCH THE CLADDING OR THE TRIM WHERE APPLICABLE. 3. FOR ALL FFSAM, ENSURE FULL ADHESION TO CONTINUOUS SUBSTRATE. APPLY SEALANT AS NECESSARY TO ELIMINATE EDGE CURL. 4. ROOF SLOPES SHOWN FOR GENERAL ELEVATION COORDINATION ONLY. ROOFING CONTRACTOR TO FINALIZE DRAINAGE PLAN AND NOTIFY CONSULTANT WHERE ELEVATIONS NOTES ARE EXCEEDED. 5. ELEVATIONS NOTED ARE FROM TOP OF PROTECTION BOARD. 6. ROOFING INSULATION THICKNESS TO BE FULL CODE REQUIRED R-VALUE ,1OVER SLOPED ROOF ASSEMBLY. 7. REINSTATE IMPACTED GYPSUM BOARD ASSEMBLIES AT UNDERSIDE OF ROOF PER Gypsum Association GA File No. RC 2601. GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING Base layer s/e" type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" o.c. with 1114" Type W or S drywall screws 24" o.c. Face layer No" type X gypsum wallboard or gypsum veneer base applied at right angles to joists with 17/e" Type W or S drywall screws 12" o.c. at joints and intermediate joists and 11/2" Type G drywall screws 12" o.c. placed 2" back on either side of end joints. Joints offset 24" from base layer joints. Wood joists supporting 112" plywood with exterior glue applied at right angles to joists with 8d nails. Appropriate roof covering. Ceiling provides one hour fire resistance protection for framing, including trusses. Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72: ITS, 8-6-98 =D =Y O O UJ www.certasolutions.com REVISIONS PERMIT RESP 2024-03-18 O Q J Q UJ ltttttttttttti O ZZ O O O O Vco o CV W co Q o 5N oz =z �o Z w W UULU Q z O U C Jof w C � 0 nc QwQW 0 N J Q � LL 11603 REGISTERED ARCHITECT 0 STATE OF WASHINGTON 'LA�J CHECKED BY: JHR " = 1'-0" ISSUE DATE: 22 JUNE 2023 PROJECT NO.: WA22-021 c+M RESUB Mar 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROOF PLAN Al 01 M N O N C7 a O U v7 z O J O v7 CD Z J m Q ry w U cn 07 5400 SINGLE PLY MEMBRANE ROOFING m m 07 5400 SINGLE PLY MEMBRANE ROOFING 07 5400 EXTERIOR SHEATHING PROTECTION BOARD 07 5400 POLYISO INSULATION 07 5400 SINGLE PLY MEMBRANE FLASHING 07 6200 FLASHING 07 3113 ROOF UNDERLAYMENT 06 1000 2x10 FRAMING 07 6200 PRE -FINISHED STANDING -SEAM METAL ROOFING 07 3113 ROOF UNDERLAYMENT 07 5400 5/8" EXTERIOR SHEATHING PROTECTION BOARD FLAT ROOF TO STANDING SEAM TRANSITION 3" = 1'-0" �!� ■I■ ■ ■ ■ ■ ■ ■ ■■■■g■� ■■■■■ on ■■■■■ mm ■■■■■■■■■■■■■■■■■■■■■■■■■■■ £0Nis �'♦11■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■■ _ �I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ® ■■■■■■■■■■■■■■■■■■■■■■■■■■■ _ �I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ♦ - ■■■ ■■■■■■■■■■■ ■■■■® � �� ' ♦i♦i�®��' �� ♦♦i0♦♦♦♦♦ _ ■1■ ■ ■ ■ ■ ■ ■ ■■■■ �� ■■■■■ ■■ ■■■■■ -� I�� _ = r`�' ®■■■■■■■■■■■■■■ _ \� i�\®�♦�♦ ®■■■■■■■■■■■■■■■■■ �♦♦♦♦ ® '�9 i� ��♦�♦♦ � e°•� �■■■■■■■■■■ 1 11'• • • ■■■■■ ■■■■■■■■■■ ■■■■■ ■■■■■■■■■■■■■ ■■■■■ ■■■■■ ■■■■■■■■'■■■■ �� :� mac: c:� :c�c?� _= �iiGiiGoGii�iiGii�ii��i� ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■■I�■■■■■■■■■■■■■■■■■■■■■■■■►�I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■' ■■■■■■■■■■■■■■■■■■■■■■■■■■®®\,�i �� c:�a�c�co� ♦i�♦�♦�♦�♦�♦�♦�� Oi♦i♦i♦i♦i♦i♦i♦i ��i♦i♦i♦i♦i♦i♦i♦i♦i♦i ROOF/OVERFL 3" = 1'-0" 07 6200 PRE -FINISHED STANDING -SEAM METAL ROOFING 07 3113 ROOF UNDERLAYMENT 07 5400 5/8" EXTERIOR SHEATHING PROTECTION BOARD 07 5400 POLYISO INSULATION 07 5400 VAPOR BARRIER 06 1000 1/2 IN. ROOF SHEATHING PER SCOPE OF WORK 06 1000 EXISTING FRAMING, REPAIR PER 061000 07 5400 SINGLE PLY MEMBRANE ROOFING 07 5400 EXTERIOR SHEATHING PROTECTION BOARD n7 CAnn\/A DnD DAoo I ED 07 6200 FLASHING -TYPE 12 07 2500 SELF -ADHERED MEMBRANE - HIGH TEMP 09 2423 STUCCO CASING BEAD 09 2423 PORTLAND CEMENT STUCCO WITH FINISH COAT 07 2500 SELF -ADHERED MEMBRANE - HIGH TEMP 061000 EXISTING FRAMING, REPAIR PER 061000 07 2119 FOAMED IN PLACE INSULATION APPLIED FROM UNDERSIDE OF EAVE TO NEWLY INSTALLED OR SUITABLY PREPARED REUSED PLYWOOD 09 2423 WEEP SCREED 07 6200 FLASHING -TYPE 8 07 2500 SELF -ADHERED MEMBRANE - HIGH TEMP 07 2500 WEATHER RESISTIVE BARRIER -SA 07 4646 FIBER CEMENT LAP SIDING 09 2423 EPS FOAM TRIM SHAPE TO MATCH EXISTING 09 2423 PORTLAND CEMENT STUCCO WITH FINISH COAT 09 2423 DRAINAGE MAT 07 2500 WEATHER RESISTIVE BARRIER -SA 06 1600 5/8 IN. EXTERIOR SHEATHING -TYPE X (E) SHEATHING MAY REMAIN WHERE IN GOOD CONDITION AND SUITABLE FOR INSTALLATION OF NEW MATERIALS 06 1000 EXISTING PLYWOOD, REPAIR PER 061000 HVAC SHROUD SEAL HVAC SHROUD TO TOP OF NEW CURB CAP 07 9200 CONT SEALANT BEAD 07 6200 INTERMITTANT 1/4" HEX HEAD SCREWS WITH NEOPRENE WASHERS 06 1000 2xl2 FRAMING 07 1413 HOT FLUID APPLIED RUBBERIZED WATERPROOFING 07 9200 CONT SEALANT BEAD 07 5400 SINGLE PLY MEMBRANE ROOFING 07 5400 EXTERIOR SHEATHING PROTECTION BOARD Im m m m 07 5400 POLYISO INSULATION 07 5400 VAPOR BARRIER 06 1000 1/2 IN. PLYWOOD SKYLIGHT w/ WEEPS - INSTALL W/ SHIMS AT FASTENERS FOR DRAINAGE 07 9200 CONT SEALANT BEAD 07 6200 INTERMITTANT 1/4" HEX HEAD SCREWS WITH NEOPRENE WASHERS 07 6200 INTERMITTANT SHIM 06 1000 2xl2 FRAMING 07 1413 HOT FLUID APPLIED RUBBERIZED WATERPROOFING 07 9200 CONT SEALANT BEAD 07 5400 SINGLE PLY MEMBRANE ROOFING 07 5400 EXTERIOR SHEATHING PROTECTION BOARD O7 m m r D Z O7 TYPICAL ROOF EDGE Cl 3" = 1'-01, SLOPE — — — in TYP MECH CURB 2 3" = l'-0" SLOPE N W www.certasolutions.com REVISIONS m O ZZ O Q O O O V� �CD Of CD LLI co Q o �2iz o0 =z �o Zw W W Ow N Q JofoW U c w � C C Lu Q CV W Q J Q � LL 11603 REGISTERED ARCHITECT a 'ANTES ILEY STATE OF WASHINGTON CD CHECKED BY: JHR ISSUE DATE: 22 JUNE 2023 PROJECT NO.: WA22-021 c+M 07 5400 POLYISO INSULATION 07 5400 VAPOR BARRIER 06 1000 1/2 IN. PLYWOOD TYP SKYLIGHT CURB n 3" = 1'-0" RESUB Mar 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DETAILS A701