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APPROVED BLD ENG PLN RESUB1 BLD2023-0039+Architectural_Plan+4.3.2023_9.38.09_AM+3458730NOTES 'I 11P MORRISON HERSHFIELD 21 31 41 STRIP AND RE -CLAD BREAKWATER EDMONDS CONDOMINIUMS 300 2ND AVENUE NORTH EDMONDS, WA 98020 PERMIT NUMBER:1247221 CLIENT: BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION 300 2ND AVENUE NORTH EDMONDS, WA 98020 PROJECT INFORMATION LEGAL DESCRIPTION PARCEL NUMBER: LIJIVIIVV. BUILDING TYPE: OCCUPANCY GROUP APPLICABLE CODES: SCOPE OF WORK: LOTS 6, 7, 8, 9 & 10 CENTRAL ADDITION (UNRECORDED) CITY OF EDMONDS, WASH. 00396200000000 30,531 SQ.FT MULTI -FAMILY R-1998-207 K-CONDOMINIUM R-2 APARTMENT 2018 WASHINGTON STATE ENERGY CODE (WSEC) 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) RE -CLAD AND PAINT OF ALL EXISTING ELEVATIONS, REPLACEMENT OF EXISTING WINDOWS, MINOR STRUCTURAL REPAIRS, NO FLOOR AREA CHANGE TO EXISTING BUILDING CODE INFORMATION BUILDING ENVELOPE FENESTRATION U-FACTORS AND SHGC PER WASHINGTON STATE ENERGY CODE (2018) SECTION AND TABLE C402.4: 1. CLASS AW FIXED VERTICAL GLAZING U FACTOR 0.38 2. CLASS AW OPERABLE VERTICAL GLAZING U FACTOR 0.40 3. NON CLASS AW FIXED VERTICAL GLAZING U FACTOR 0.26 4. NON CLASS AW OPERABLE VERTICAL GLAZING U FACTOR 0.28 5. SOLAR HEAT GAIN COEFFICIENT (SHGC) FOR SOUTH & WEST ORIENTATION 0.38 6. SOLAR HEAT GAIN COEFFICIENT (SHGC) FOR NORTH ORIENTATION 0.51 7. ENTRANCE DOORS U FACTOR 0.60 2 1 EXISTING WEST ELEVATION BEO.00I SCALE: N.T.S. EXISTING CONDITONS 1=--"i 1. INFORMATION SHOWN REGARDING THE EXISTING STRUCTURE USED IN THE DEVELOPMENT OF THESE DRAWINGS AND NOTES HAS BEEN BASED UPON A LIMITED VISUAL EXAMINATION OF CONDITIONS. ALL EXISTING CONDITION DIMENSIONS ARE APPROXIMATE 2. MEASURE AND FIELD VERIFY REQUIRED DIMENSIONS AND INFORMATION, AND DETERMINE EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK OR FABRICATION OF COMPONENTS. 5 3. REPORT SIGNIFICANT VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS TO THE BUILDING ENVELOPE CONSULTANT OR ENGINEER. ERRORS DUE TO FAILURE TO VERIFY SUCH INFORMATION SHALL BE PROMPTLY RECTIFIED WITHOUT ANY ADDITIONAL COST TO THE OWNER. 4. PROCEEDING WITH WORK SHALL INDICATE THAT THE REQUIRED INFORMATION FOR ACCURATELY PROCEEDING WITH WORK HAS BEEN MEASURED AND VERIFIED. 5. CONCEALED CONDITIONS AFFECTING THE SPECIFIED WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 6. PROTECTION: PRIOR TO INITIATION OF SELECTIVE DEMOLITION WORK. INSTALL TEMPORARY PROTECTION SYSTEMS AS REQUIRED TO PREVENT DAMAGE TO EXTERIOR OF INTERIOR SURFACES, FINISHES OR BUILDING COMPONENTS BELOW OR ADJACENT TO THE WORK AREAS THAT MAY BE AFFECTED BY THE WORK IN PROGRESS. 31 Nothing in the permit approval process shall be APPROVED BY PLANNING interpreted as allowing or permitting the maintenance Apr 04 2023 of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless = of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. 7 ■ Approved DFM akr�s Burt South County Fire Date: 04/14/2023 04-14-2023 PLAN REVIEW APPROVED WITH CONDITION: INSTALL AN ADDRESS SIGN NEAR THE CURRENT ADDRESS SIGN LOCATION FACING 2ND AVE N, WITH 8" NUMBERS AND CONTRASTING COLOR FROM THE WALL TO ALLOW FOR VISIBILTIY. DFM BURT City Of Edmonds Building Department -------------------------------------------------------- Work ; EXTERIOR ALTERATIONS --------------------------------------------- --------------------------------------------- Address 300 2ND AVE N ---------------------------------------------- Owner BREAKWATER CONDOS Approved Date Building Official BLD2023-0039 Permit Number: REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 —4f# i I � 4� 4 41 1 1 PROJECT LOCATION - VICINITY MAP BEO.00I SCALE: N.T.S. B' es c. .4, N 13 14 15 1 07/22/22 PRELIMINARY SET a n 2 11/21/22 1 95% CONSTRUCTION DOCUMENTS a 3 12/30/22 N PERMIT SET N f": N 4 01/13/23 BID SET CU 5 01/26/23 ADDENDUM #01 E 6 02/08/23 ADDENDUM #02 u 7 02/21/23 PERMIT CORRECTION 1 E E DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE C REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND Q BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR ,°Cr OMISSIONS TO MORRISON HERSHFIELD. oc PROFESSIONAL SEALS N Ci N C H KoT cc W A Sal t v Cc 3 � c� 42860LL ':GIST LL NAL CLIENT BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION a � MOFMISON HEISHFIEL.D s Cr 11 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT ,r a cc BREAKWATER w r c CONDOMINIU RESUB a DRAWING Apr 03 2023 3 cc a CITY OF EDMONDS � DEVELOPMENT SERVICES COVER S H E EDEPATRTMENT N N N DESIGN DATE SCALE RBK 02/21 /2023 AS NOTED DRAWN PROJECT NO. 2 AC 210269000 CHECKED DRAWING NO VERSION a NEC o BE.000 } APPROVED c a w F ( H I I a I R I r. I n I F 8 A B C u E F 14 11 J / 1 2 3 4 5 6 7 GENERAL NOTES BUILDING ENVELOPE DESIGN ARCHITECTS STATEMENT NOTES GENERAL NOTES: PRECONSTRUCTION MEETING: MH REF: 21026900 CITY OF EDMONDS 1. 2. ASSUME THAT MATERIALS ARE NEW UNLESS NOTED AS EXISTING. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON SITE. 1. PRIOR TO THE START OF CONSTRUCTION, HOLD A PRE -CONSTRUCTION MEETING WITH THE OWNER, BUILDING ENVELOPE CONSULTANT, AND CONTRACTOR. PLANNING AND DEVELOPMENT DEPARTMENT 121 5TH AVENUE NORTH EDMONDS, WA, 98020 3. EXECUTION OF THE CONTRACT BY THE CONTRACTOR IS A REPRESENTATION THAT THE CONTRACTOR HAS VISITED 2. REVIEW PROJECT SCOPE, ROLES, RESPONSIBILITIES, AND SCHEDULE. TO WHOM IT MAY CONCERN: THE SITE, BECOME GENERALLY FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE 3. DISCUSS OBSERVATION SCHEDULE, FIELD REPORTS, SUBMITTALS, SUBSTITUTION RE: 300 2ND AVE NORTH, EDMONDS, WA 98020 PERFORMED AND CORRELATED PERSONAL OBSERVATIONS WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. REQUESTS, FIELD TESTING, AND CONSTRUCTION SEQUENCING. IN COMPLIANCE WITH THE STATE OF WASHINGTON REVISED CODE OF WASHINGTON(RCW) 64.55, THE UNDERSIGNED HAS PROVIDED BUILDING 4. CONTRACT DRAWINGS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ANY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. BEFORE STARTING EACH PORTION OF THE WORK, CAREFULLY STUDY AND COMPARE THE SUBMITTALS AND MOCKUPS: ENCLOSURE DESIGN DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS THROUGH 64.55.090. OF RCW 64.55.005 VARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTS RELATIVE TO THAT PORTION OF THE WORK, AS WELL AS INFORMATION FURNISHED BY OWNER. TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO 1. PROVIDE SUBMITTAL PACKAGES FOR THE FOLLOWING ITEMS: WEATHER BARRIER AND ACCESSORIES, SHEET METAL FLASHING AND TRIM, JOINT SEALANTS, SIDING, AND VINYL I AM A MEMBER OF THE FIRM MORRISON HERSHFIELD CORPORATION AND I SIGN THIS LETTER ON BEHALF OF THE FIRM. THAT PORTION OF THE WORK AND OBSERVE CONDITIONS AT THE SITE AFFECTING IT. THESE OBLIGATIONS ARE FOR THE PURPOSE OF FACILITATING CONSTRUCTION BY THE CONTRACTOR AND NOT FOR THE PURPOSE OF WINDOWS. YOURS VERY TRULY, MORRISON HERSHFIELD CORPORATION DISCOVERING ERRORS, OMISSIONS, OR INCONSISTENCIES IN THE CONTRACT DOCUMENTS; HOWEVER, REPORT ERRORS, OMISSIONS, OR INCONSISTENCIES DISCOVERED BY THE CONTRACTOR PROMPTLY TO THE CONSULTANT AS A REQUEST FOR INTERPRETATION IN THE FORM PROVIDED IN THE PROJECT MANUAL. 2. COMPLETE ONE TYPICAL WINDOW INSTALLATION MOCK-UP INCLUDING ROUGH OPENING FLASHING. MOCK-UP CAN BE PART OF COMPLETED WORK. 5. REPETITIVE FEATURES, REGARDLESS OF ORIENTATION, NOT SHOWN ON DRAWINGS SHALL BE COMPLETELY 3. ONCE COMPLETE, MOCK-UP WILL SERVE AS THE STANDARD FOR THE PROJECT. BUILDING SCIENCE CONSULTANT PROVIDED AS IF DRAWN IN FULL. WINDOW PERFORMANCE REQUIREMENTS AND TESTING: ROBIN KOTULKA RKOTULKA@MORRISONHERSHFIELD.COM 6. REPORT DISCREPANCIES IN CONTRACT DOCUMENTS TO CONSULTANT FOR CLARIFICATION PRIOR TO COMMENCING 1. AS DEFINED IN AAMA / WDMA / CSA 101 / I.S.2 / A440-17 "NORTH AMERICAN BUILDING ENVELOPE DESIGN STATEMENT WORK. FENESTRATION STANDARD / SPECIFICATION FOR WINDOWS, DOORS, AND SKYLIGHTS". 1.1. DESIGN PRESSURE = 25 psf SCOPE OF INSPECTIONS 7. IMMEDIATELY NOTIFY BUILDING ENVELOPE CONSULTANT UPON DISCOVERY OF ADDITIONAL UNFORESEEN DAMAGE 1.2. STRUCTURAL TEST PRESSURE = 37.5 psf TO EXISTING CONSTRUCTION SCHEDULED TO REMAIN AND THAT IS OUTSIDE THE CONTRACT. REQUEST A REVIEW. 1.3. LABORATORY WATER RESISTANCE PRESSURE = 6 psf FOR WINDOWS AND 4.5 psf IN COMPLIANCE WITH RCW 64.55.050 THE FOLLOWING TESTS AND INSPECTIONS WILL BE CONDUCTED BY THE BUILDING ENCLOSURE DO NOT COMMENCE RELATED WORK TO NEARBY WORK WITHOUT CONSULTANT APPROVAL. FOR SLIDING GLASS DOORS INSPECTOR: 1.4. FIELD WATER RESISTANCE TEST PRESSURE = 6 psf FOR WINDOWS AND 4.5 psf 8. TRADE CONTRACTORS ARE RESPONSIBLE, FOR THE LAYOUT OF THEIR OWN WORK, AND TO SEE THAT ITS WORK FOR SLIDING GLASS DOORS A. WATER PENETRATION RESISTANCE TESTING OF A REPRESENTATIVE SAMPLE OF WINDOWS AND WINDOW INSTALLATIONS. SUCH TESTS COMES TOGETHER WITH THAT OF OTHERS. REPORT DISCREPANCIES ON DRAWINGS TO CONSULTANT FOR SHALL BE CONDUCTED ACCORDING TO INDUSTRY STANDARDS. WHERE APPROPRIATE, TESTS SHALL BE CONDUCTED WITH AN INDUCED DECISIONS. 2. OWNER SHALL ENGAGE A TESTING AGENCY TO PERFORM AN INITIAL, FIELD WINDOW AIR PRESSURE DIFFERENCE ACROSS THE WINDOW AND WINDOW INSTALLATION. ADDITIONAL TESTING IS NOT REQUIRED IF THE SAME WATER TEST AT TWO REPRESENTATIVE WINDOWS AS SELECTED BY ASSEMBLY HAS PREVIOUSLY BEEN TESTED IN SITU WITHIN THE PREVIOUS TWO YEARS IN THE PROJECT UNDER CONSTRUCTION BY THE 9. TRADE CONTRACTORS MUST ASSURE THEMSELVES THAT THEY HAVE THE LATEST DRAWINGS ISSUED FOR ARCHITECT/ENGINEER IN ACCORDANCE WITH ASTM E1105. BUILDER, BY ANOTHER MEMBER OF THE CONSTRUCTION TEAM SUCH AS AN ARCHITECT OR ENGINEER, OR BY AN INDEPENDENT TESTING CONSTRUCTION IN THE CONTRACTOR'S OFFICE. LABORATORY; AND 3. ASSEMBLIES THAT DO NOT PASS THE INITIAL FIELD TEST SHALL BE ANALYZED BY THE 10. EMPLOY ORIGINAL JOURNEYMAN TRADESMAN OR ORIGINAL INSTALLERS OF NEW WORK TO PERFORM CUTTING AND WINDOW INSTALLER AND MANUFACTURER TO DETERMINE THE SOURCE OF ISSES AND B. AN INDEPENDENT PERIODIC REVIEW OF THE BUILDING ENCLOSURE DURING THE COURSE OF CONSTRUCTION OR REHABILITATIVE PATCHING OF NEW WORK (IF APPLICABLE). MAKE REPAIRS / ENHANCEMENTS AS NEEDED. RETESTING OF FAILED WINDOWS SHALL CONSTRUCTION TO ASCERTAIN WHETHER THE MULTIUNIT RESIDENTIAL BUILDING HAS BEEN CONSTRUCTED, OR THE REHABILITATIVE BE DONE AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION HAS BEEN PERFORMED, IN SUBSTANTIAL COMPLIANCE WITH THE BUILDING ENCLOSURE DESIGN DOCUMENTS. 11. INSTALL INSECT SCREENS AT TOP AND BOTTOM OF FURRING AND STRAPPING AT CROSS -CAVITY FLASHINGS IN CERTIFICATION BY BUILDING ENCLOSURE INSPECTOR ONCE THE ABOVE TESTS AND INSPECTIONS ARE COMPLETED, THE BUILDING RAINSCREEN CLADDING UNLESS NOTED OTHERWISE. ENCLOSURE INSPECTOR WILL SUBMIT A SIGNED LETTER TO CITY OF SEATTLE, CERTIFYING THAT THE BUILDING ENCLOSURE HAS BEEN INSPECTED DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, AND THAT IT APPEARS TO BE CONSTRUCTED IN SUBSTANTIAL WEATHER BARRIER AND FLASHINGS: COMPLIANCE WITH THE BUILDING ENCLOSURE DESIGN DOCUMENTS, INCLUDING ANY REVISIONS. 1. CLEAN AND PREPARE SURFACE PRIOR TO INSTALLATION OF ALL WEATHER BARRIERS AND FLASHINGS IN ACCORDANCE TO MANUFACTURERS' RECOMMENDATIONS OR AS DIRECTED BY CONSULTANT. 2. SEAL WEATHER BARRIER TERMINATIONS TO CREATE AN AIR BARRIER. 3. PROVIDE SADDLE FLASHING AT INTERSECTIONS AT BALCONY/ROOF PARAPET AND WALL; BALCONY EDGE TO WALL. SHEET METAL FLASHING: 1. FORM JOINTS ARE TO BE S-LOCK OR STANDING SEAMS, FORM INTERNAL & EXTERNAL CORNERS IN METAL BUILDING ENVELOPE DRAWING INDEX FLASHINGS WITH 1/2" STANDING SEAM UNLESS NOTED OTHERWISE. CONTACT INFORMATION 2. TERMINATE METAL FLASHINGS WITH FOLDED 3/8" HIGH END DAMS. FLASHING DOWNTURN LEG IS TO COVER SIDING OR TRIMS MINIMUM 2" UNLESS NOTED OTHERWISE. MORRISON HERSHFIELD CORPORATION 600 STEWART STREET, SUITE 200SEATTLE, 3. INSTALL SHEET METAL HEAD FLASHINGS WITH END DAMS OVER WINDOWS AND DOORS. EXTEND FLASHING AS WASHINGTON 98101 INDICATED OR MIN. 3/8" ON EITHER SIDE OF WINDOW AND DOOR. CONTRACTOR TO FIELD VERIFY THAT SHEET METAL HEAD FLASHING DOES NOT INTERFERE WITH OPERATION OF WINDOW. o 4. FORM FLASHINGS WITH MINIMUM 15 /o SLOPE TO DRAIN UNLESS NOTED OTHERWISE OPENINGS AND PENETRATIONS: 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. OFFICE: (206) 268-7370 BUILDING SCIENCE CONSULTANT: ROBIN KOTULKA, PE RKOTULKA@MORRISONHERSHFIELD.COM MH PROJECT NUMBER: 2102690.00 Uj } z w w J w O o m U w cn t a cis o co1. C) g w 0 Q C o p Q z O w O U 0� w a_ 1 07/22/22 PRELIMINARY SET 2. FLASHED PENETRATIONS PER PROJECT SPECIFIC DETAILS. ABBREVIATIONS 2 11/21/22 95% CONSTRUCTION DOCUMENTS 3 12/30/22 PERMIT SET 3. FORM EXTERIOR PERIMETER SEALANT JOINTS 1/2" WIDE WITH CLOSED CELL OR BI-CELLULAR BACKER ROD U.N.O. MAINTAIN JOINT WIDTH:DEPTH RATIO OF 2:1. APPROX. APPROXIMATE 4 01/13/23 BID SET DRAWING TERMS: BLDG. BUILDING 5 01/26/23 ADDENDUM#01 1. DEMOLISH: COMPLETELY REMOVE AND LEGALLY DISPOSE OF OFF -SITE. C.M.U. CONCRETE MASONRY UNIT 6 02/08/23 ADDENDUM#02 7 02/21/23 PERMIT CORRECTION 1 2. 3. 4. NEW (ITEM): A TERM USED ON DRAWINGS TO INDICATE THAT AN ITEM IS PROVIDED AS NEW WORK. PROTECT (ITEM): A TERM USED ON DRAWINGS TO INDICATE AN ITEM REQUIRES PROTECTION FROM THE WORK. REMOVE (ITEM): A TERM USED ON DRAWINGS TO INDICATE A SPECIFIC ITEM TO BE DETACHED FROM EXISTING DIA. DIAMETER DIM. DIMENSION DWG. DRAWING EQ. EQUAL OR EQUIVALENT w Q p N 04 N N N CD N 0 N N r- T_ N CN 0 N O M 04 T_ M N N co CD co 0 N Nt N CD co 0 N 00 o N CD cM N CD N N N CD DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCEDINANY MANNER, ORFOR ANY PURPOSE, EXCEPT BYWRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BEEI;POS IBMORRRALLDERSHFIONSANDREPORTANYERRORSAND/OR CONSTRUCTION AND LEGALLY DISPOSED OF OFF -SITE, UNLESS INDICATED OTHERWISE TO BE REMOVED, SALVAGED, EQUIP. EQUIPMENT PROFESSIONAL SEALS AND REINSTALLED. E. EXISTING 5. 6. 7. 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. RELOCATE (ITEM): A TERM USED IN DRAWINGS TO INDICATE AN EXISTING ITEM THAT HAS BEEN REMOVED, AND TO BE REINSTALLED IN A NEW LOCATION. SALVAGE (ITEM): CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE READY EXT. EXTERIOR GA. GUAGE HORIZ. HORIZONTAL INT. INTERIOR INSUL. INSULATION DRAWING SHEET NUMBER AND DRAWING DESCRIPTION �1T H KoT ��� °� wasgl� c z 9 � 42860 w� o����G/sT6 ��NALV BE.000 COVER SHEET BE.001 GENERAL NOTES AND INFORMATION BE.010 SITE PLAN FLOOR PLANS EXISTING WEST ELEVATION BE.011 BE.020 FOR REUSE. INCLUDE FASTENERS OR BRACKETS NEEDED FOR REATTACHMENT IN ORIGINAL LOCATION OR ELSEWHERE. MAX. MAXIMUM BE.021 EXISTING NORTH & SOUTH ELEVATIONS EXISTING EAST ELEVATION BE.022 8. 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. MIN. MINIMUM MISC. MISCELLANEOUS NTS. NOT TO SCALE BE.023 PROPOSED WEST ELEVATION -NORTH SIDE CLIENT BREAKWATER EDMONDS BE.024 PROPOSED WEST ELEVATION -SOUTH SIDE BE.025 PROPOSED NORTH & SOUTH ELEVATIONS BE.026 BE.027 PROPOSED EAST ELEVATION - SOUTH SIDE PROPOSED EAST ELEVATION -NORTH SIDE COLORED WEST ELEVATION � � N. NEW O.C. ON CENTER CONDOMINIUM ASSOCIATION � m m m m BE.028 PT. PRESSURE TREATED BE.029 COLORED NORTH & SOUTH ELEVATIONS REF. REFERENCED BE.030 COLORED EAST ELEVATION BE.040 BUILDING SECTIONS � � � � � � � REQ'D. REQUIRED � MORRISON HERSHFIELD BE.220 WOOD BALCONY DETAILS SAM SELF -ADHERED MEMBRANE BE.221 CONCRETE WALKWAY AND BALCONY DETAILS SIM. SIMILAR 60o Stewart Street, Suite 200 Seattle, WA 98101 BE.301 WALL DETAILS BE.302 WALL DETAILS SPEC. SPECIFICATION STRUC. STRUCTURAL Tel: 206 268 7370 BE.303 WALL DETAILS PROJECT BREAKWATER BE.410 WINDOW WRAP SEQUENCE TEMP. TEMPERATURE TOW. TOP OF WALL C O N D O M I N I U RESUB BE.411 WINDOW DETAILS BE.461 DOOR DETAILS S.001 GENERAL STRUCTURAL NOTES TYP. TYPICAL S.002 GENERAL STRUCTURAL NOTES AND SHEET INDEX DRAWING Apr 03 2023 UNS UNLESS NOTED OTHERWISE VIF. VERIFY IN FIELD W/ WITH GENERAL N OE ELPAT RVICES N AND INFORMATION S.101 FLOOR PLAN S.102 FLOOR PLAN S.103 FLOOR PLAN S.601 STRUCTURAL STEEL DETAILS W/O WITHOUT & AND DESIGN RBK DATE 02/21 /2023 SCALE AS NOTED S.701 STRUCTURAL WOOD DETAILS DRAWN PROJECT NO. @ AT AC 210269000 CHECKED DRAWING NO VERSION ± PLUS OR MINUS NEC BE.001 APPROVED 3 4 5 m E 0 m .y a 0 N N A 0 N a) O (L a) 27 'E 0 m a T Q a N CD N N O m N 0 N -a 0 R R J 8 A I B I C n E F G H J \ A ■ C ■ V r ■ NOTES M0 21 31 51 31 ■ I 1 � EXISTING SITE PLAN BE.0101 SCALE: 1/8" = 1'-0" NO PARKING OR STORAGE IN ALLEY - 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. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 13 14 15 1 1 07/22/22 1 PRELIMINARY SET 1 C Q 2 11/21/22 95% CONSTRUCTION DOCUMENTS o 3 12/30/22 PERMIT SET N N O 4 01/13/23 BID SET N O 5 01/26/23 ADDENDUM #01 N d a 6 02/08/23 ADDENDUM #02 7 02/21/23 PERMIT CORRECTION 1 m DISCLAIMER: E 6 m THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE Q REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR Q OMISSIONS TO MORRISON HERSHFIELD. c 0 PROFESSIONAL SEALS N N O N N T H Ko N WASgJ ?� d Al ��� e CLIENT `CISTERN ONAL BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION 19 cu MORRISON1 HE SHFIELs 0 s 600 Stewart Street, Suite 200 a ic Seattle, WA 98101 0 Tel: 206 268 7370 y PROJECT a CU BREAKWATER W cc ENGINEERING DIVISION CON DOM I N I U APPROVED AS NOTED UB DRAWING Apr 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES m DEPARTMENT 04/12/2022 SITE PLAN O DESIGN DATE SCALE RBK 02/21 /2023 ` PROJECT NO. AS NOTED DRAWN AC 210269000 ` CHECKED DRAWING NO VERSION NEC BE.01 0 APPROVED I A R I C I F) I E I F IGI H A C l: L) t r U rl I J NOTES 1 2 3 1 4 5 6 7 8 9 io 11 1 12 13 14 rz� n07 rz� noar mm 21 31 51 31 7 ■ CG CF CE CD (C CB r-1 qE A A' LAUNDRY ROOM ELEVATOR 2 E.04 2 E.22 F A AAA B g A A EXISTING CONCRETE WALKWAY; EXISTING TRAFFIC COATING TO REMAIN; NEW DECK TO WALL FLASHING B I L 3 B E. < UNITE F 1 UNIT UNIT H I I B Eh �L B TYP UNIT G I1 UNIT D X E.22 4 5 I E.22 E.22 C C (B.2y-+>< q C A A- A C UNIT A UNIT B 1 UNIT C X B I I>< C IA A I 24'-0" 31'-0" 31'-0" WOOD FRAMED UNIT BALCONIES; NEW TRAFFIC COATING, SOFFITS, AND PLYWOOD SHEATHING; REPAIR STRUCTURE AS NEEDED, TYP. 39'-10" 2 E.02 c c c A A A A 36-11 " 27'-0" 27'-0" 28'-3" RW 2 FLOOR PLAN LEVEL 2 & 3 BE.011 1 SCALE: 1/8" = 1'-0" LEGEND 2Q CMU WALL BACKUP A FIBER CEMENT LAP SIDING B FIBER CEMENT PANEL SIDING C METAL "WOOD" SIDING VE.027 E.02 in n2 n3 n4 n5 n6 n7 n8 n910 11 (1�2) (1�3) (�l4 CG C C C CC B 1 E.02: A A' 13 14 1 1 07/22/22 1 PRELIMINARY SET I a w 0 2 11/21/22 95% CONSTRUCTION DOCUMENTS N 3 12/30/22 PERMIT SET c M N 4 01/13/23 BID SET N c m 5 01/26/23 ADDENDUM #01 L a 6 02/08/23 ADDENDUM #02 0 c 7 02/21/23 PERMIT CORRECTION 1 0 m a DISCLAIMER: > THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE 1 n REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND a BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR c0 v OMISSIONS TO MORRISON HERSHFIELD. ci PROFESSIONAL SEALS cc a cn N cu N ,,�O H KO OF WAS AI O J � 42860 w GISy T t a CLIENT BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION PV MORRISON HERSHFIEL13 r y a 0 600 Stewart Street, Suite 200 a Seattle, WA 98101 ci Tel: 206 268 7370 y PROJECT c d a BREAKWATER V m N C DRAWING DESIGN RBK DRAWN I-,- AC FLOOR PLAN LEVEL 1 Ac BE.011 SCALE: 1/8" = V-0" N CHECKED NEC APPROVED A R C D F F G H I LAUNDRY ROOM ELEVATOR 2 E.04 2 E 22 A DN 7 B g L K A A EXISTING CONCRETE WALKWAY; EXISTING TRAFFIC COATINGL TO REMAIN; NEW DECK TO WALL FLASHING B I B < <E.22 < UNIT E 1 F UNIT UNIT H x 2 I VO B I � F 1 41=1 1 �1_ 4 DN B TYP UNIT G I I 3 E.22 CLUB ROOM I I c c 3 q (B. 2 �U A c q�J c p UNIT A UNIT B E.04 UNIT C B I I I1 C IA A I 24'-0" 31'-0" CONCRETE FRAMED UNIT BALCONIES; NEW TRAFFIC COATING, TYP. 31'-0" 39'-10" Nc c c A A A A 36-11 " 27'-0" 27'-0" 28'-3" 40 LEGEND P<�j CMU WALL BACKUP 1 1 A FIBER CEMENT LAP SIDING B FIBER CEMENT PANEL SIDING ".0 ".0 C METAL "WOOD" SIDING DNDOMINIUUB I� Apr 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FLOOR PLANS ` DATE SCALE 02/21 /2023 ` AS NOTED PROJECT NO. 210269000 ` DRAWING NO VERSION BE.01 1 8 A C U t r li rl I J NOTES A� 21 31 51 31 da F-' A 1 2 EXISTING WEST ELEVATION - MIDDLE BE.0201 SCALE: N.T.S. 13 14 N 7 Q Q T N 1 07/22/22 PRELIMINARY SET o M N O 2 11/21/22 95% CONSTRUCTION DOCUMENTS N v m 3 I 12/30/22 I PERMIT SET 1.2 a. . 4 01/13/23 BID SET 5 01/26/23 ADDENDUM #01 0 ' m 6 02/08/23 ADDENDUM #02 > tiNow 7 02/21/23 PERMIT CORRECTION 1 Q t 's DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE N REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN N /^ • `_� 1 HERSHFIELD. CONTRACTOR SHALL VERIFY AND C; 0 • 71 BE RESPONSIBLE FOOR ALOA L DIMENSIONS AND REPORT ANY ERRORS AND/OR o - OMISSIONS TO MORRISON HERSHFIELD PROFESSIONAL SEALS � fIkL `6' II J cn r _ y -ell 42860 w w �GISTER��w —_ -- - - �■■� �� r■� "' - I► -�-�� s1oNAL�� CLIENT BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION N PV MORRISON HEFESHFIEL13cn L 600 200 Y - _ • Stewart Street, Suite •►,� _r Seattle, 9 Tel 206 2 8783700 y PROJECT a _�' w :. .z :. �. �� � BREAKWATER 0 c ('3" EXISTING WEST ELEVATION - SOUTH SIDE 1 EXISTING WEST ELEVATION - NORTH SIDE CON DOM I N I U E BE.O2O SCALE: N.T.S. BE.O2O SCALE: N.T.S. w is DRAWING Apr 03 2023 EXISTING W EZY MONDS i DEV M NT SERVICES m P TMENT O 0 0 rn m ELEVATION N N O DESIGN DATE SCALE c RBK 02/21 /2023 a DRAWN PROJECT NO. AS NOTED 0 AC 210269000 m CHECKED DRAWING NO VERSION d NEC o BEIIIII020 APPROVED > c a w A R C D F F G H I .l 8 A ■ V 1 li rl I J NOTES mm 31 51 31 7 ■ W// 2 1 EXISTING SOUTH ELEVATION BE.021 l SCALE: N.T.S. 1 1 EXISTING NORTH ELEVATION BE.021 l SCALE: N.T.S. 13 14 T N 1 1 07/22/22 1 PRELIMINARY SET o 04 N O 2 11/21/22 95% CONSTRUCTION DOCUMENTS N v m 3 I 12/30/22 I PERMIT SET 1.2 a. 4 01/13/23 BID SET a .E L 5 01/26/23 ADDENDUM #01 0 m a 6 02/08/23 ADDENDUM #02 > 7 02/21/23 PERMIT CORRECTION 1 Q 0 M DISCLAIMER: 00 THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE N REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN N 0 PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND r; BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR o OMISSIONS TO MORRISON HERSHFIELD. N -o d PROFESSIONAL SEALS N N R J NTH K � �1� 4 WAS 0 W Al� v O O w -ell 42860 w� w cn CLIENT BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION N N PV cn MORRISON HEFESHFIEL13 r 0 0 600 Stewart Street, Suite 200 Q U Seattle, WA 98101 0 Tel: 206 268 7370 1 0 PROJECT a a� BREAKWATER w m N c CONDOMINIU 0 RES UB DRAWING Apr 03 2023 EXISTING NORE IPATIM e SOUTH ELEVATION DESIGN DATE SCALE RBK 02/21 /2023 ` DRAWN PROJECT NO. AS NOTED AC 210269000 ` CHECKED DRAWING NO VERSION ■ A 8 ■ R 1 on F NEC APPROVED BEIIIII021 F G H I .l A U t r l i Yi I J NOTES B. 21 31 51 31 7 ■ A J �. -- - Amm Emma" y -'E -I -- — a EXISTING EAST ELEVATION - NORTH SIDE BE.022 / SCALE: N.T.S R I C I n P -- 7 mm 2 1 EXISTING EAST ELEVATION - MIDDLE BE.0221 SCALE: N.T.S. 1 1 EXISTING EAST ELEVATION - SOUTH SIDE BE.0221 SCALE: N.T.S. 13 14 m 9y 1 1 07/22/22 1 PRELIMINARY SET 10 04 N 0 2 11/21/22 95% CONSTRUCTION DOCUMENTS N v m 3 I 12/30/22 I PERMIT SET 1.2 a. 4 01/13/23 BID SET a .E 5 01/26/23 ADDENDUM #01 0 m a 6 02/08/23 ADDENDUM #02 > 7 02/21/23 PERMIT CORRECTION 1 Q 0 M DISCLAIMER: 06 THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE N REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN N 0 PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND r� BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR N OMISSIONS TO MORRISON HERSHFIELD. -o PROFESSIONAL SEALS rn N R J NTH K 01� a W A Sg 0 l� q O w 42860 w� w y�ia►rr BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION N N PV cn MORRISON HEFESHFIEL13 r ri 0 600 Stewart Street, Suite 200 Q U Seattle, WA 98101 0 Tel: 206 268 7370 0 PROJECT m s1 N BREAKWATER w on RESUB CONDOMINIUM& DRAWING Apr 03 2023 EXISTING EAEV-P EN P RTM NRVICES ` ELEVATION DESIGN DATE SCALE RBK 02/21 /2023 ` DRAWN PROJECT NO. AS NOTED AC 210269000 ` CHECKED DRAWING NO VERSION NEC APPROVED BE 0 022 s F F G H I l 8 C5 NOTES m ■ 21 2 3T T T i is T T 31 41 51 31 1 1 PROPOSED WEST ELEVATION - NORTH SIDE BE.023 l SCALE: 1/4" = V-0" 7 ■ U LASS �-)TED SWINGVDOORS CONCRETE SOFFITS, BEAMS, REPLACE,rTYP!Vry V ` u STOREFRONTIvlAT LOIBBY TO v PAINT EXISTING CONCRETE, TO REMAIN, COLUMNS, TYP. REMAIN; PAINT FRAMES TO Lo RAILING NEW PAINT NEW PAINT MATCH WINDOW FRAME COLOR GENERAL NOTES: 1. REMOVE AND REPLACE ALL EXISTING LIGHT FIXTURES PER DETAIL 1/BE.303 2. REMOVE ALL EXISTING VENTS (INCLUDING CIRCULAR VENTS ON WALKWAYS). REPLACE THE NEW SHEET METAL HOOD VENTS PER DETAILS 3 AND 4/BE.302 A I R ICI f) I F I F I (I I H I I 13 1 4 15 Is E N N M N N a 07/22/22 1 PRELIMINARY SET s a .E 2 11/21/22 95%CONSTRUCTION DOCUMENTS a m a 3 12/30/22 PERMIT SET 4 01/13/23 BID SET a c M. 5 01/26/23 ADDENDUM #01 x 6 02/08/23 N ADDENDUM #02ci C. N 7 02/21/23 C PERMIT CORRECTION 1 N -E a DISCLAIMER: < THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE v REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. 3 a W CLIENT PROFESSIONAL SEALS SET H K411o WAS ,G cGISTERv' ZONAL Ml BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD t cr n ic 0 600 Stewart Street, Suite 200 Seattle, WA 98101 cm Tel: 206 268 7370 PROJECT a m BREAKWATER w r CONDOMINIU c RESUB a 2 DRAWING PROPOSED WcESV m DEVELOPMENT SERVICES c E L E VAT I O N DEPARTMENT cc cs N c NORTH SIDE DESIGN DATE N SCALE RBK 02/21 /2023 a AS NOTED E DRAWN PROJECT NO. AC 210269000 CHECKED DRAWING NO VERSION a NEC BE.023 o APPROVED a w 8 6 ■ V ■ V ■ C ■ r ■ n ■ NOTES 11 21 7 8 9 10 11 12 13 14 3 4 1 G 51 31 FLOORLINE FLASHING, TYP-------- EXISTING ROOF TO F_ REMOVE AND REPLACE WINDOWS REMAIN; NO ROOF WORK 125'-7" AND SLIDING GLASS DOORS TO MATCH EXISTING, TYP. 2 TYP. E.30 TYP. ROOF 6 E.41 TYP. o 89'-6" LEVEL 3 TYP. 4 E.41 5 E.41 < < 3 TYP. E.30 4 TYP. E.41 o W 80' - 6" LEVEL 2 �2TYP. E.41 3 4 4 71'-6" E.304 .30 E.30 TYP. TYP. d e -d d d' d p°. .. ' . e d a. . p p• ' . • p .p a p d ,• a p 9 d C da ed •ap: d a e d' d . p • d p. d d .O A'O p .� p' d o .e p_ d o e a p e d.ad - .. p d .. - p• ..a d .. °• - P�A •ado..d V d p d did v ad.•d e�p •e p- 'da p Go- a n • • d •• o \ 'd .p .. d n p d d 4 p d dd p e. .. .p d •d p d• • a . g .a d a ao ae _ C' d G e. p° e. p•' e'p '. ... •'. pa a .e d • d sa e . _ de a a , \ 5 TYP. E.30 d C Q,d" d p 4. d od dd... .'a.as \�A4 e. p ° _a • q e . ''d a 'a O i LEVEL 1 1 97024 7 ■ PROPOSED WEST ELEVATION - SOUTH SIDE SCALE: 1/4" = 1'-0" A R EXPOSED CONCRETE TO REMAIN, NEW PAINT FIBER CEMENT LAP SIDING, TYP. i EXISTING EXTERIOR DECK STAIRS TO REMAIN. PAINT EXISTING METAL ELEMENTS. APPLY TRAFFIC COATING TO STAIR TREADS, TYP. \_ METAL "WOOD" SIDING, TYP. AT BALCONIES NEW ALUMINUM AND GLASS RAILINGS WITH CLEAR GLASS ON TOP THIRD AND FROSTED GLASS ON BOTTOM TWO-THIRDS, TYP. GENERAL NOTES: 1. REMOVE AND REPLACE ALL EXISTING LIGHT FIXTURES PER DETAIL 1/BE.303 2. REMOVE ALL EXISTING VENTS (INCLUDING CIRCULAR VENTS ON WALKWAYS). REPLACE THE NEW SHEET METAL HOOD VENTS PER DETAILS 3 AND 4/BE.302 13 14 15 a 1 07/22/22 PRELIMINARY SET L 2 11/21/22 95% CONSTRUCTION DOCUMENTS m Q 3 12/30/22 PERMIT SET L 4 01/13/23 BID SET Q T G' 5 01/26/23 ADDENDUM #01 T 6 02/08/23 N ADDENDUM #02 c N 7 02/21/23 PERMIT CORRECTION 1 a DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE r< REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN f PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR a OMISSIONS TO MORRISON HERSHFIELD. � w PROFESSIONAL SEALS a CLIENT H KOT A 4LZS60 BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION m 11 MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT c a cc BREAKWATER W c CONDOMINIU a RESUB a R DRAWING PROPOSED WESV m DEVELOPMENT SERVICES E L E VAT I O N DEPARTMENT Cc ICS SOUTH SIDECS DESIGN DATE SCALE N•c RBK 02/21/2023 a AS NOTED DRAWN PROJECT NO. AC 210269000 = CHECKED DRAWING NO VERSION a NEC BE.024 o c APPROVED a w 8 C5 1, U C r u rl I J T TE TD c T A NOTES m ■ 21 31 41 51 51 7 ■ FIBER CEMENT LAP SIDING, TYP. EXISTING STEEL POSTS TO REMAIN, NEW PAINT, TYP. EXISTING WALKWAY GUARDRAILS TO REMAIN, PROVIDE NEW PAINT, TYP. 1 P%1114 1 LLJ V\JI VVI\L I L, NEW PAINT 1 PROPOSED NORTH ELEVATION BE.025 J SCALE: 1/4" = V-0" L/\IV I II VV lI L IJ I V I I 1 V%J I VI FRAMED STOREFRONT AT LOBBY TO REMAIN REMAIN, NEW PAINT GENERAL NOTES: _ASHING, TYP. A B C D TE T 1. REMOVE AND REPLACE ALL EXISTING LIGHT FIXTURES PER DETAIL 1/BE.303 2. REMOVE ALL EXISTING VENTS (INCLUDING CIRCULAR VENTS ON WALKWAYS). REPLACE THE NEW SHEET METAL HOOD VENTS PER DETAILS 3 AND 4/BE.302 REMOVE Al' WINDOWS TO MATC FIB LAP REMOVE AND REPLACE SWIN DOORS TO MATCH EX 2 1PROPOSED SOUTH ELEVATION BE.025 J SCALE: 1/4" = V-0" � CRETE EW PAINT )D DOOR REPLACE FOLLOW ;AM E GENERAL NOTES: 13 1 4 15 IE c ro 1 07/22/22 PRELIMINARY SET a c 2 11/21/22 95% CONSTRUCTION DOCUMENTS E c m 3 12/30/22 PERMIT SET a 4 01/13/23 BID SET a 5 01/26/23 ADDENDUM #01 6 02/08/23 ADDENDUM #02 N a M N 7 02/21/23 PERMIT CORRECTION 1 N -ar m DISCLAIMER: a THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. 3 a PROFESSIONAL SEALS M CLIENT T H KO WAS TG 42860GISTE w� NAL E����w BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION 1 MORRISON HERSHFIELD i r c C 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT c 0 BREAKWATER u 0 z s CONDOMINIU E RESUB u c DRAWING Apr 03 2023 1 PROPOSED NOgD AT4mE A SOUTH ELEVATIONS N N DESIGN DATE N SCALE RBK 02/21 /2023 a AS NOTED a DRAWN PROJECT NO. AC 210269000 CHECKED DRAWING NO VERSION a NEC 1. REMOVE AND REPLACE ALL EXISTING LIGHT FIXTURES PER DETAIL 1/BE.303 2. REMOVE ALL EXISTING VENTS (INCLUDING CIRCULAR VENTS ON WALKWAYS). REPLACE THE NEW SHEET METAL HOOD VENTS PER DETAILS 3 AND 4/BE.302 8 A I R I r. BEAPPROVED.025 a w n F F ( H 1 .1 CS ■ u r ■ n ■ J If NOTES 11 m1 71 41 A 1 61 71 14 13 12 11 10 9 8 7 175'-7" FIBER CEMENT LAP SIDING, TYP. REMOVE EXISTING SOFFIT AND REPLACE WITH NEW FIBER CEMENT PANEL SOFFIT, PROVIDE STRIP VENTS TO MATCH EXISTING, TYP. REMOVE AND REPLACE UNIT ENTRY DOORS TO MATCH EXISTING. TYP. EXISTING ROOF TO REMAIN; NO ROOF WORK EXISTING WALKWAY GUARDRAILS TO REMAIN, PROVIDE NEW PAINT, TYP. ROOF 89'-6" 0') 3 TYP. E.30 LEVEL 3 3 TYP. E.41 o -1 0') 80' - 6" lop 2 TYP. E.41 > LEVEL 2 71'-6" LEVEL 1 jk GRADE ' 53'-Of' 1 BE.026 FLOORLINE FLASHING, TYP. EXISTING STEEL POSTS TO REMAIN, NEW PAINT, TYP. PROPOSED EAST ELEVATION - SOUTH SIDE SCALE: 1/4" = 1'-0" a C' EXISTING WOOD SIDING TO REMAIN, NEW PAINT 1 NEW PAINT ON EXPOSED CONCRETE SOFFITS, BEAMS, COLUMNS, TYP. EXISTING SWING DOORS TO REMAIN, NEW PAINT EXISTING WALKWAY GUARDRAILS TO REMAIN, PROVIDE NEW PAINT, TYP. GENERAL NOTES: 1. REMOVE AND REPLACE ALL EXISTING LIGHT FIXTURES PER DETAIL 1/BE.303 2. REMOVE ALL EXISTING VENTS (INCLUDING CIRCULAR VENTS ON WALKWAYS). REPLACE THE NEW SHEET METAL HOOD VENTS PER DETAILS 3 AND 4/BE.302 13 14 15 r- 1 07/22/22 PRELIMINARY SET a .E 2 11/21/22 95% CONSTRUCTION DOCUMENTS 0 m a 3 12/30/22 PERMIT SET > 4 01/13/23 BID SET a 0 M 5 01/26/23 ADDENDUM #01 co 6 02/08/23 ADDENDUM #02 9 M 7 02/21/23 PERMIT CORRECTION 1 N DISCLAIMER: d N THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE w REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR a OMISSIONS TO MORRISON HERSHFIELD.LU 3 v PROFESSIONAL SEALS o CLIENT H Ko 1� �F W AS 42860 BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION P 11 MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER CONDOMINIUWAUB DRAWING PROPOSED EAST Y d DS DEVELOPMENT SERVICES m E L E VAT I O N D=PARTMENT o 0 N O SOUTH SIDE o DESIGN DATE SCALE N o RBK 02/21 /2023 lu a AS NOTED c DRAWN PROJECT NO. AC 210269000 CHECKED DRAWING NO VERSION 'm NEC BE.026 o r > c APPROVED w 8 6 ■ V ■ V ■ r ■ n ■ NOTES in ■ 21 31 41 51 31 7 ■ 13 T T T T T T 14 ELECTRICAL AND GARBAGE NEW PAINT ROOM DOORS; EXISTING DOOR FRAMES TO REMAIN; INSTALL NEW WOOD DOORS AND HARDWARE TO MATCH EXISTING PROPOSED EAST ELEVATION - NORTH SIDE BE.0271 SCALE: 1/4" = V-0" ■ A ■ R REMAIN, NEW PAINT, TYP. ■ r. CONCRETE SOFFITS, BEAMS, COLUMNS, TYP. ■ n TO REMAIN, PROVIDE NEW PAINT, TYP. ■ F DOOR FRAME WITH NEW HOLLOW METAL DOOR AND FRAME GENERAL NOTES: 1. REMOVE AND REPLACE ALL EXISTING LIGHT FIXTURES PER DETAIL 1/BE.303 2. REMOVE ALL EXISTING VENTS (INCLUDING CIRCULAR VENTS ON WALKWAYS). REPLACE THE NEW SHEET METAL HOOD VENTS PER DETAILS 3 AND 4/BE.302 15 a a .E L c m r a L Q O: C N cV C M, N c N C a 1 07/22/22 PRELIMINARY SET a a •c 2 11/21/22 95% CONSTRUCTION DOCUMENTS C m a 3 12/30/22 PERMIT SET L 4 01/13/23 BID SET a c M. 5 01/26/23 ADDENDUM #01 x 6 02/08/23 cq ADDENDUM #02 c c: 7 02/21/23 N c PERMIT CORRECTION 1 a DISCLAIMER: sn THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE `u REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN R J PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR a OMISSIONS TO MORRISON HERSHFIELD. 3 LL PROFESSIONAL SEALS Ic CLIENT H KO 3� W ASkl 1� 42860 w AL BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION mn MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT c a m cc BREAKWATER W c CONDOMINIU C RESUB a R 3 R DRAWING PROPOSED -1Tr�DS DEVELOPMENT SERVICES m Cc ELEVATION DEPARTMENT CS N c NORTH SIDE CS c DESIGN DATE SCALE RBK 02/21/2023 a AS NOTED DRAWN PROJECT NO. AC 210269000 = CHECKED DRAWING NO VERSION a NEC BE.027 o c c APPROVED a w 8 A o C E F G H J NOTES COLOR LEGEND -.- FIBER CEMENT PANEL: LAP SIDING: TRIM: METAL "WOOD" PANEL WHITE SAND - SW9582 CLOAK GRAP - SW6278 PONDER - SW7079 LONGBOARD 6" V GROOVE - WESTERN CEDAR oll 4 5 6 L/\ 1 V V L V V V 1 Y V 1 \ L I L —/ \ 1 V 1 v 1 1 � V, 1 11 1\ L I v I V v L/\ I Y V 1\ L I L/ AV L I v I L 1/% L v v V V V V 1 V 1 1 Y V, 1 1 1 I 1 V/ AL V V I Y 1 L V I Y L v v /\ L V I v l l l Y V I v l TO REMAIN, NEW PAINT EXTERIOR DECK STAIRS AND GLASS RAILINGS WITH TO MATCH EXISTING, TYP. CLEAR GLASS ON TOP THIRD AND OPAQUE GLASS ON —� BOTTOM THIRD, TYP. 2 1 PROPOSED WEST COLORED ELEVATION - SOUTH SIDE BE.028 l SCALE: 1/4" = 11-0" REMOVE AND REPLACE WINDOWS AND 01 If111\IC L`1 ACC rinn0C TVE) CVIC\TIK1f_ T/l 1 1 PROPOSED WEST COLORED ELEVATION - NORTH SIDE BE.028 % SCALE: 1/4" = 11-0" A B L/\I1JI IIV\J ­.v 1 /IIIv1 vl —/v vv`v 1 1/�v v1�11, 1\�IVlvv�u L/\ICJ I II14IJ/'ILI.JIv1111jLj1v1 I I\fIIvILLJ I I\IIVIL/-II VL/ I /-111V ILL/ SWING DOORS CONCRETE SOFFITS, BEAMS, REPLACE, TYP. STOREFRONT AT LOBBY TO PAINT EXISTING CONCRETE, TO REMAIN, COLUMNS, TYP. REMAIN; PAINT FRAMES TO RAILING NEW PAINT NEW PAINT MATCH WINDOW FRAME COLOR c 0 E F G H PRELIMINARY NOT FOR CONSTRUCTION 4 5 E E 1 07/22/22 PRELIMINARY SET �' c 2 09/21/22 CD PROGRESS SET > 3 11/21/22 95% CONSTRUCTION DOCUMENTS M OO (D N N O I I N O Q. 0 cn DISCLAIMER: S THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE E REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN E PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND U BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. J PROFESSIONAL SEALS a M M 00 (D N N O N N (6 In (C J CLIENT BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION IVMORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER CONDOMINIUMS DRA'AlNG PROPOSED COLON U Apr 20,' WEST E L E VAT I O N LTY OP1T SOERC DE WMENT (6 3 DESIGN DATE SCALE m d RBK 07.22.2022 m DRA`,"vN PROJECT NO. AS NOTED c AC 210269000 0 CHECKED DRAWING NO VERSION N NEC o BE.028 N APPROVED o a_ X J C 0 It E - G COLOR LEGEND: FIBER CEMENT PANEL: WHITE SAND - SW9582 LAP SIDING: CLOAK GRAP - SW6278 TRIM: PONDER - SW7079 METAL "WOOD" PANEL LONGBOARD 6" V GROOVE - WESTERN CEDAR NOTES No M ■ B REMOVE AND REPLACE WINDOWS, TYP. -� REMOVE AND BALCC EXISTING ROOF TO o CnAA IKI. INIrl onnC 1A/rl1777)l! 2 � PROPOSED SOUTH ELEVATION BE.029 l SCALE: 1/4" = V-0" FIBER CEMENT LAP SIDING, TYP ALUMINUM AND GLA. RAILINGS WITH CLEAR GLASS ON TOP THIRD AND OPAQUE GLASS ON BOTTOM THIRD, TYP. EXISTING STEEL POSTS TO REMAIN, NEW PAINT, TYP. EXISTING WALKWAY GUARDRAILS TO REMAIN PROVIDE NEW PAINT, TY TYP. KACTAI - II A It_111 fl II C- Ifl IKI/- Tvn EXISTING ROOF TO REMAIN: PAINTED CONCRETE, EXISTING ALUMINUM NEW PAINT FRAMED STOREFRONT 1 PROPOSED NORTH COLORED ELEVATION AT LOBBY TO REMAIN BE.029 l SCALE: 1/4" = V-0" C I rl M rrl nrn A rA IT G EXPOSED CONCRETE TO REMAIN, NEW PAINT H JDOWS ARE EMOVE AND 'ENINGS TO LUSH WINDOW J TE AINT )D DOOR REPLACE ]OLLOW ;AME Z) a - u T JDOWS ARE EMOVE AND ENINGS TO LUSH J PRELIMINARY NOT FOR CONSTRUCTION m E E 07/22/22 PRELIMINARY SET c �v 09/21/22 CD PROGRESS SET >. ? 11/21/22 95% CONSTRUCTION DOCUMENTS v M W N N C I I � .- N N 01 DISCLAIMER: s THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE E REPRODUCED IN ANY MANNER. OR FOR ANY PURPOSE, EXCEPT BY WRITTEN E PERMISSION OF MORRISON HERSHFIELD CONTRACTOR SHALL VERIFY AND U BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR >, OMISSIONS TO MORRISON HERSHFIELD PROFESSIONAL SEALS a M 00 tE N N O N 67 �O N V1 �0 J BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER CONDOMINIUMS 'PROPOSED COLO%E NORTH AND SOUTRr 20,' CITY DE ELEVATIONS DEVELO DMONE T SER _TMENT to DESIGN DATE SCALE d RBK 07.22.2022 m AS NOTED o DRAWN PROJECT NO AC 210269000 0 CHECKED DRAWING NO VERSION N NEC BE.029 o N o 71PROVED a_ X I J A B C I D E COLOR LEGEND: G H FIBER CEMENT PANEL: LAP SIDING: TRIM: METAL "WOOD" PANEL WHITE SAND - SVV9582 CLOAK GRAP - SW6278 PONDER - SW7079 LONGBOARD 6" V GROOVE - WESTERN CEDAR NOTES 1 Ii 3 4 r 6 2 BE.030 17I017177 r1ChACK1-r CVIC`171kir, Mr" r`%r Tt"l Mr- RAf"N%ir AAII-\ CVIC 171KI/^ 1A/AI Il1A/A\/ r`I IAr)nMAII C` I r111V 1 LLl "I\JI 14I1I\L I L, 1-/\Iv 1 rl vv v I I vv I v I v IYI_vv I i \IIY I vIY Div L/\Iv 1 11 vv vvi \u\v vi \ I vv/ u\vi\1 xlLV I\LlvlllV L rIIVV I\LI Lrl l�L Vvll llV NEW PAINT REMAIN, NEW PAINT, TYP. CONCRETE SOFFITS, BEAMS, TO REMAIN, PROVIDE NEW PAINT, TYP. DOOR FRAME WITH NEW HOLLOW COLUMNS, TYP. METAL DOOR AND FRAME PROPOSED EAST COLORED ELEVATION - NORTH SIDE SCALE: 1/4" = V-0" 1 \Llvlrll1 V, 1 V L v v 1 rill V 1, 1 1 1 L/\IV I II VlJ vv V\J L_1 VIL_1 I1 VlJ I LJ I VLV V I rill V 1 VI V L/\I VVLLI L/\I lJ 11l VLJ V vv 11 VLJ L1VV1 \V I V REMAIN, NEW PAINT CONCRETE SOFFITS, BEAMS, REMAIN, NEW PAINT COLUMNS, TYP. CVIC`TIAI(- \A/AI I!\A/A\/ t-I IAMnMAII 0 T(1 C=hAAIAI 3 4 5 PRELIMINARY NOT FOR CONSTRUCTION E 07/22122 I PRELIMINARY SET 1 c _m 2 09/21/22 CD PROGRESS SET > 3 11/21/22 95% CONSTRUCTION DOCUMENTS M co W N N O N Q1 DISCLAIMER: c THIS DRAWING IS PROTECTED BY COPYRIGHT LAW. AND SHOULD NOT BE E REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN E PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND U BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR > OMISSIONS TO MORRISON HERSHFIELD, PROFESSIONAL SEALS a M In W t0 N N O N a �a N 10 J CLIENT w w O BREAKWATER EDMONDS o U CONDOMINIUM 0 ASSOCIATION wco a E • U MORRISON HERSHFIELD 0 U m 600 Stewart Street, Suite 200 19 Seattle, WA 98101 1 N Tel: 206 268 7370 N N PROJECT r BREAKWATER 0 0 Q CONDOMINIUMS �N a DRA':%ING W PROPOSED COLOq Sou Apr P 20 EAST E L E VAT I O N S(ELO OT SOEF DESIGN RBK DATE 07.22.2022 SCALE w m` AS NOTED c DR,A'A1N AC PROJECT NO. 210269000 0 CHECKED DRAWING NO VERSION N NEC BE-030 o N o APPROVED a X I J 1 BE.030 PROPOSED EAST COLORED ELEVATION - SOUTH SIDE SCALE: 1/4" = V-0" A C I E r G H A ■ tS ■ U ■ V ■ L ■ r ■ 0 Y1 ■ NOTES J ■ 31 �1 51 31 7 . EXISTING ROOF TO REMAIN; NO ROOF WOf INSTALL NEW SECTIONS I PAINTED PLYWOOD (1 THICK) IN BETWEEN STE POSTS, T) REMOVE EXISTING SOFFI" AND REPLACE WITH NEVI CEMENT PANEL SIDIN( SOFFIT, PROVIDE STRIP VENTS TO MATC[ EXISTING, TYF EXISTING PANELS REMAIN; ONLY APP NEW PAII REPAIR CONCRETE AN[ CORRUGATED METAL DECK PER STRUCTURAI DRAWINGS; PREPARE PRIME, AND PAIN - CORRUGATED METAL DEC[ REPAIR CONCRETE AN[ CORRUGATED METAL DEC[ PER STRUCTURAI DRAWINGS; PREPARE PRIME, AND PAIN - CORRUGATED METAL DEC[ REPAIR CRACKS If UNDERSIDE OF CONCRETE DECK PER STRUCTURAI DRAWINGS; PREPARE PRIME, AND PAIN - UNDERSIDE OF CONCRETE DEC[ SECTION THROUGH EAST FACING WALKWAYS SCALE: 1 /2" = V-0" a •d• a^ d � d A. _ d, i . _ d ° - d � � _ � d : • _ a °� . ,dam d SECTION THROUGH WEST FACING UNIT BALCONIES SCALE: 1 /2" = V-0" immoyiJIi 011 2 11/21/22 3 12/30/22 4 01/13/23 5 01 /26/23 PRELIMINARY SET 95% CONSTRUCTION DOCUMENTS PERMIT SET BID SET ADDENDUM #01 13 14 15 6 02/08/23 ADDENDUM #02 c L c m Q 7 02/21/23 PERMIT CORRECTION 1 DISCLAIMER: a THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE M REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR N OMISSIONS TO MORRISON HERSHFIELD. o M N y�ia►rr PROFESSIONAL SEALS N OF W A Sgl T2 ` 1 I T ' i:�'���w BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION a) m m N PV MORRISON HEFESHFIEL13 r N O_ 0 600 Stewart Street, Suite 200 Q U Seattle, WA 98101 0 Tel: 206 268 7370 y PROJECT a a) W BREAKWATER W on N CONDOMINIU RES UB is DRAWING Apr 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES i m DEPARTMENT BUILDING SECTIONS N DESIGN RBK DRAWN AC CHECKED NEC DATE 02/21 /2023 PROJECT NO. 210269000 SCALE AS NOTED DRAWING NO VERSION 1 .I BE.040 I t, .l A 8 R ■ n F ■ r APPROVED A b U t r li H J NOTES on \/CHIC\/ INI CICLD 'ITH NTING FULLY SHE DOOM , 5 1 DOOR SILL PAN ISOMETRIC BE.220 J SCALE: 3" = 1'-0" 31 WEATHER BARRIER PRE -STRIP CORNER SELF -ADHERED MEMBRANE FULLY SOLDERED, SHEET METAL, REVERSE SADDLE FLASHING OPRE -STRIP WEATHER BARRIER, INSTALL REVERSE SADDLE AND APPLY CORNER SELF -ADHERED MEMBRANE 31 7 ■ 3 1 SADDLE INSTALLATION ISOMETRIC 1" MINIMUM COORDINATE WITH INTERIOR FLOOR FINISHES VINYL SLIDING GLASS DOOR 3/8" SEALANT JOINT AND BACKER ROD EXISTING FLOOR FINISHES TO REMAIN EXISTING WOOD NAILER TO REMAIN EXISTING WOOD JOIST TO REMAIN 4 1 WOOD BALCONY - SLIDING GLASS DOOR SILL BE.220 i SCALE: 6" = 1'-0" CI 11 I \/ C1!'1l rNCMC ,% OINSTALL METAL FLASHING SADDLE WITH MINIMUM 2" LEGS WEATHER BARRIE SEALANT BETWEE WEATHER BARRIER AN DECK MEMBRAN WEATHER BARRIE SHEET META FLASHIN OINSTALL WEATHER BARRIER W, TRAFFIC COATING APPLIED O\/Co CIA MMI C CA C'ulnnl Ir OINSTALL SELF -ADHERED MEMBRANE © INSTALL FASCIA BOARD INTERMITTENT SHIMS PEDESTRIAN TRAFFIC COATING SHEET METAL SILL PAN PER DETAIL 5/BE.220 PLYWOOD DECK SHEATHING - PER STRUCTURAL, PROVIDE 2% SLOPE, SHIM AS NEEDED FULL BED OF SEALANT DIVER C OINSTALL DIVERTER FULL BED OF SEALANT PEDESTRIAN TRAFFIC COATING PLYWOOD DECK SHEATHING - PER STRUCTURAL, PROVIDE 2% SLOPE, SHIM AS NEEDED SHEET METAL FLASHING GUARDRAIL DESIGN AND ATTACHMENTS PER RAILING MANUFACTURER EXISTING JOIST SELF -ADHERED MEMBRANE LAG BOLTS PER RAILING MANUFACTURER FIBER CEMENT FASCIA NEOPRENE GASKET WEATHER BARRIER SHEET METAL FLASHING WOOD "METAL" SIDING SOFFIT' VENTED SOFFIT, VENTS NOT SHOWN FOR CLARITY NOTE(S): 1. PROVIDE INTERMEDIATE RAILING SPACED TO CREATE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH ANY OF THE OPENINGS FROM THE TOP OF THE DECK TO A HIGH OF 34" TO 42". 2 1 WOOD BALCONY - RAILING BE.220 i SCALE: 6" = 1'-0" FULLY SOLDERED, II SHEET METAL SADDLE FLASHING 41' 411 4" 4" z 4" � 41, N co Li SADDLE REVERSE SADDLE CV FULLY SOLDERED, SHEET METAL SADDLE FLASHING OFLASHING DETAILS m WEATHER BARRIER AIR SEAL / SEALANT WOOD "METAL" SIDING 3/4" MOISTURE RESISTANT FURRING INSECT SCREEN SHEET METAL FLASHING; PROVIDE SADDLE FLASHINGS AT CORNERS PER DETAIL 3/BE.220 PEDESTRIAN TRAFFIC COATING 1 1 WOOD BALCONY BASE OF WALL BE.220 J SCALE: 3" = 1'-0" BE.220 J SCALE: 6" = 1'-0" A R C D F F G H 1 07/22/22 PRELIMINARY SET 2 11/21/22 95% CONSTRUCTION DOCUMENTS 3 12/30/22 PERMIT SET 4 01/13/23 BID SET 5 01/26/23 ADDENDUM #01 6 02/08/23 ADDENDUM #02 7 02/21/23 PERMIT CORRECTION 1 DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. CLIENT PROFESSIONAL SEALS H Ko W A S oI y 42860 c� NAL �-,��'��w BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER CONDOMINIUU& RESUB PLYWOOD DECK SHEATHING - DRAWING Apr 03 2023 PER STRUCTURAL PROVIDE WOOD BALC FI IONDS SERVICES 2% SLOPE, SHIM AS NEEDED AR MENRVICES DETAILS DESIGN RBK DATE 02/21 /2023 SCALE AS NOTED DRAWN AC PROJECT NO. 210269000 CHECKED NEC DRAWING NO BE.220 VERSION APPROVED I 8 A u NOTES 11 ?1 31 11 51 31 7 ■ FIBER CEMENT PANEL SIDING 3/4" MOISTURE RESISTANT FURRING EXISTING SURFACE MOUNTED CONDUIT METAL STRAPPING SECURED THROUGH SIDING INTO FURRING WEATHER RESISTIVE BARRIER 5 BLOCKING FOR SURFACE MOUNTED CONDUIT BE.221 j SCALE: 6" = 1'-0" 7 NOTE(S): 1. PROVIDE INTERMEDIATE RAILING SPACED TO CREATE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH ANY OF THE OPENINGS FROM THE TOP OF THE DECK TO A HIGH OF 34" TO 42". PEDESTRIAN TRAFFIC COATING EXISTING CONCRETE BALCONY 4 CONCRETE BALCONY -RAILING BE.220 J SCALE: 6" = 1'-0" EXISTING FLOOR FINISHES TO REMAIN CONTINUOUS SEALANT BETWEEN THRESHOLD AND BACK DAM WOOD FRAMED DOOR INTERMITTENT SHIMS AS REQUIRED FULL BED OF SEALANT SHEET METAL SILL PAN, SIMILAR TO DETAIL 5/BE.220 EXISTING TRAFFIC COATING TO REMAIN; NEW TRAFFIC COATING SYSTEM TO ONLY BE APPLIED AT NEW CONCRETE DECK AREAS; BLEND TO — MATCH EXISTING COLOR AND FINISH FULL BED OF SEALANT LI EXISTING CONCRETE AND METAL DECK TO REMAIN; REPAIR AND REPLACE AT AREAS SHOWN IN STRUCTURAL DRAWINGS SELF -ADHERED MEMBRANE PREPARE, PRIME, AND PAINT EXISTING CORRUGATE METAL DECK ' n FI 3/4" MOISTURE I 3 CONCRETE WALKWAY -ENTRY DOORSILL BE.221 j SCALE: 6" = 1'-0" lo� w w 2 Q z O IL H U) w C� _ 5 O W LL 04 ICT GUARDRAIL DESIGN AND ATTACHMENTS PER RAILING MANUFACTURER FASTENERS PER RAILING MANUFACTURER SHIM RAILING BASE PLATE AS NEEDED NEOPRENE GASKET SEALANT AROUND =ASTENERS 2° 00, F L0 O 04 EXISTING PANELS TO REMAIN; ONLY APPLY NEW PAINT EXISTING GUARDRAILS TO REMAIN, PROVIDE NEW PAINT EXISTING TRAFFIC COATING TO REMAIN; NEW TRAFFIC COATING SYSTEM TO ONLY BE APPLIED AT NEW CONCRETE DECK AREAS; BLEND TO MATCH EXISTING COLOR AND FINISH NEW TRAFFIC COATING AT FRONT EDGE, MATCH EXISTING EXISTING STEEL POST BEYOND TO REMAIN EXISTING CONCRETE AND METAL DECK TO REMAIN EXISTING STEEL CHANNEL TO REMAIN PREPARE, PRIME, AND PAINT EXISTING CORRUGATE METAL DECK 2 CONCRETE WALKWAY -RAILING BE.221 J SCALE: 6" = 1'-0" WEATHER BARRIER AIR SEAL / SEALANT I •� a HIGH TEMPERATURE SELF -ADHERED FLASHING I •a' FIBER CEMENT PANEL SIDING 3/4" MOISTURE RESISTANT FURRING I INSECT SCREEN I SHEET METAL FLASHING; PROVIDE I SADDLE FLASHINGS AT CORNERS, SIMILAR TO 3/BE.220 I 4. I FULL BED OF SEALANT >a EXISTING TRAFFIC COATING TO REMAIN; NEW TRAFFIC .a COATING SYSTEM TO ONLY BE APPLIED AT NEW Lj CONCRETE DECK AREAS; BLEND TO MATCH EXISTING COLOR AND FINISH N EXISTING CONCRETE AND CORRUGATED — — — — — — — METAL DECK TO REMAIN; REPAIR AND �. LZZ-f REPLACE AT AREAS SHOWN IN 411 STRUCTURAL DRAWINGS .40 6 G LI SELF -ADHERED MEMBRANE a a INSECT SCREEN PREPARE, PRIME, AND PAINT EXISTING CORRUGATED METAL DECK N FIBER CEMENT PANEL SHEET METAL TRIM WEATHER BARRIER 3/4" MOISTURE RESISTANT FURRING 1 CONCRETE WALKWAY - BASE OF WALL BE.221 j SCALE: 6" = 1'-0" 1 07/22/22 PRELIMINARY SET 2 11/21/22 95% CONSTRUCTION DOCUMENTS I .. 3 12/30/22 PERMIT SET I, I4 01/13/23 BID SET 5 01/26/23 ADDENDUM #01 6 02/08/23 ADDENDUM #02 7 02/21/23 PERMIT CORRECTION 1 IDISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN I PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. IPROFESSIONAL SEALS �T H R �� WAS �T�� o z x� cD �O 42860 c� GISTER�� L��Gti I CLIENT BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER CONDOMINIUU& RESUB DRAWING C O N C R E T Epr 03 2023 ITY OF EDMONDS DEVELOPMENT SERVICES WALKWAY ANEYMENT BALCONY DETAILS DESIGN RBK DATE 02/21 /2023 SCALE AS NOTED DRAWN AC PROJECT NO. 210269000 CHECKED NEC DRAWING NO IBEE221 VERSION APPROVED 8 A b l: U t r li rl NOTES c 31 LI LI .l LI LI LI LI v LI LI G LI G 6 Q LI CVIQTInIr` CVTC�IrI� CMU TO REMAIN NEW SIDING (FIBER CEMENT OR METAL "WOOD" SIDING) 10 1 NEW EXTERIOR CMU WALL ASSEMBLY BE.301 SCALE: 6" = 1'-0" 51 L 9 1 EXISTING EXTERIOR CMU WALL ASSEMBLY I�BE.301 l SCALE: 6" = 1'-0" Tlnit-'� M A M A 1 1 ri nrnr-%t+ t-'�r ClrAI "\NT 7 ■ TYPICAL LAP JOINT 4 TYPICAL SHEET METAL FLASHING BE.301 SCALE: N.T.S. EXISTING INTERIOR FINISHES TO REMAIN NEW SELF -ADHERED WEATHER BARRIER NEW 2x4 MOISTURE RESISTANT FURRING AT 16" ON CENTER EXISTING INTERIOR FINISHES EXISTING WEATHER BARRIER EXISTING MARBLECRETE HEI rvlc+Tlnln �.,n \n/��n Vr'\IVIC I fiL VVIJVU JIUIIVV� 8 1 NEW EXTERIOR FRAMED WALL ASSEMBLY BE.301 i SCALE: 6" = V-0" CVIC'TIAI!'� 7.,n \A/llrll'l 7 1 EXISTING EXTERIOR FRAMED WALL ASSEMBLY BE.301 i SCALE: 6" = V-0" TYPICAL PROFILE FOLDED OR SOLDERED END DAMS (NO PIN HOLES ALLOWED) SIZE TO RECEIVE TRIM AT CORNERS SIZE TO ENSURE 1/2" GA AT TOP OF CLADDING Al TO ENSURE 2" MINIMUM COVERAGE OVER CLADDING UNLESS NOTI OTHERWISE EXISTING INTERIOR FINISHES TO REMAIN NEW FIBERGLASS BATT INSULATION WIJ PAPER FACING NEW MECHANICALLY ATTACHED WEATHER BARRIER NEW 1x4 MOISTURE RESISTANT FURRING EXISTING INTERIOR FINISHES EXISTING FIBERGLASS BATT INSULATION WITH FOIL FACING EXISTING WEATHER BARRIER EXISTING MARBLECRETE TYPICAL END DAMN 6 1 FIBER CEMENT PANEL TERMINATION AT SOFFIT BE.301 j SCALE: 6" = 1'-0" 5 1 FIBER CEMENT PANEL OUTSIDE CORNER BE.301 i SCALE: 6" = 1'-0" NOTE: THIS DETAIL IS CONCEPTUAL & DESCRIBES DESIGN INTENT. IT DOES NOT PURPORT TO SHOW ALL CONDITIONS NG Y J EL INTERIOR FINISHES TO REMAIN FIBER CEMENT PANEL WEATHER BARRIER 3/4" MOISTURE RESISTANT FURRING SELF -ADHERED MEMBRANE SHEET METAL TRIM TYPICAL INSIDE/OUTSIDE CORNER A R C D F F 3ED, SEALED, RIVETED ,HING NERS REF: 4 / A502 INTERIOR FINISHES TO REMAIN FIBER CEMENT PANEL AIR SEAL, TYP. WEATHER BARRIER 3/4" MOISTURE RESISTANT FURRING INSECT SCREEN SHEET METAL FLASHING INSECT SCREEN 3/4" MOISTURE RESISTANT FURRING WEATHER BARRIER FIBER CEMENT PANEL 3 1 THROUGH WALL FLASHING AT FIBER CEMENT PANEL BE.301 i SCALE: 6" = V-0" WEATHER BARRIER I FIBER CEMENT PANEL a' INTERIOR FINISHES TO REMAIN I 3/4" MOISTURE RESISTANT FURRING I SELF -ADHERED MEMBRANE I MAINTAIN CLEAR OPENING IN CORNER I SHEET METAL TRIM I1 07/22/22 PRELIMINARY SET I• 2 11/21/22 95% CONSTRUCTION DOCUMENTS 3 12/30/22 PERMIT SET L 4 01/13/23 BID SET 5 01/26/23 ADDENDUM #01 3" 6 02/08/23 ADDENDUM #02 7 02/21/23 PERMIT CORRECTION 1 DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. 2 1 FIBER CEMENT PANEL INSIDE CORNER BE.301 i SCALE: 6" = V-0" C H I CLIENT PROFESSIONAL SEALS H Ko w A syl T� y 42 "o �� ONAL t��'\�w BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER CONDOMINIUM& DRAWING Apr 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL DETAILS DESIGN RBK DATE 02/21 /2023 SCALE AS NOTED DRAWN AC PROJECT NO. 210269000 CHECKED NEC DRAWING NO BE-301 VERSION APPROVED 8 A b l: U t r li Yi J NOTES 31 7 ■ A 0 W H SELF -AD E 7 1ROOF TO WALL AT ELVATOR PENTHOUSE BE.302 i SCALE: 6" = 1'-0" SLOPE 1" PER FOOT ,NT BREAKER TAPE U Q 1. DIMENSIONS "A" AND "B" MUST BE NO LESS THAN A 1/4 INCH. 2. JOINT MUST BE TOOLED FLAT OR SLIGHTLY B C CONCAVE. If *3. DIMENSION "C" MUST BE NO LESS THAN 1/4" SEALANT COVE JOINT TYPICAL SEALANT JOINT / SEALANT FILLET JOINT BE.302 1 SCALE: 3" = 1'-0" N iy) ENCAPSULATING CLOSED CELL SPRAY FOAM, 2" MIN. ih AIR SEAL :I S' M FIBER CEMENT LAP 3/4" MOISTURE RESISTANT FURRING WEATHER BARRIER AIR SEAL WEATHER BARRIER PRE -STRIP INSECT SCREEN SEALP 1. DIMENSIONS A AND C MUST BE NO LESS THAN A 1/4 INCH. 2. JOINT SURFACE TOOLED CONCAVE. 3. DIMENSION A MAXIMUM IS 4 INCHES OR PER MANUFACTURER'S RECOMMENDATIONS. PRE -FINISHED SHEET METAL HOOD, SEE DETAIL 3 FOR ISOMETRIC VIEW CLAMSHELL EXHAUST VENTS SHEET METAL SHROUD, SEE DETAIL 3 FOR ISOMETRIC VIEW SEALANT JOINT AND BACKER ROD INSECT SCREEN SHEET METAL TRIM 3/4" MOISTURE RESISTANT FURRING WEATHER BARRIER WEATHER BARRIER PRE -STRIP FIBER CEMENT LAP AIR SEAL, TYP. .I VENT FLASHING AT FIBER CEMENT LAP SIDING BE.302 i SCALE: 6" = 1'-0" SHEET METAL COPING �,, PREFINISHED SHEET METAL HOOD, SLOPE HIGH TEMPERATURE • ' • • AIR SEAL p ° TC r-%M A I"' SELF -ADHERED FLASHING f --? ° ° FULLY SOLDERED GASKETED FASTENER I COORDINATE WITH SHEET METAL SHROUD, = COPING DIMENSIONS - SLOPE TOP TO DRAIN MOISTURE RESISTANT I SOLDER ; ; SHOWN IN 2/BE.302 COLLAR BLOCKING I I FASTEN IN FRONT OF SIDING AND TRIM SO EXISTING ROOFING TO REMAIN I• THAT THE HOOD CAN ° BE EASILY REMOVED FOR CLEANING I 4 SINGLE CONFIGURATION I I NOTES : 1. VENT SHROUD TO BE ONE-PIECE. 5. PROVIDE A SINGLE HOOD I ALL JOINTS TO BE SOLDERED. WHERE MULTIPLE VENTS ARE 2. AIR INTAKE VENTS TO BE WITHIN 6" APART, WITH A BAFFLE SHEET METAL FLASHING COVERED WITH BIRD SCREEN. TO SEPARATE EACH VENT. 3. OMIT BIRD SCREEN AT DRYER I WEATHER BARRIER VENTS. 4. THIS DETAIL IS CONCEPTUAL & I FIBER CEMENT FASCIA DESCRIBES DESIGN INTENT. IT FOR GANGED VENT OPENINGS, DOES NOT PURPORT TO SHOW USE ONE LARGE HOOD PIECE AIR SEAL ALL CONDITIONS. OVER SEPARATELY INSTALLED DAMPERS. SHEET METAL PREFINISHED SHEET '-- ° FLASHING METAL HOOD, SLOPE ;= I� TOP TO DRAIN ° WOOD "MI MAT VENTSNOT VI IVVV14 1 tJ1. vL_r%INi 6 FASCIA AT BALCONY L/\I LI xi I V I I VIJ IVI VI ILlll I III VLJ n GANGED VENTS ASSUMED TO BE LOCATED IN ADJACENT JOIST SPACES @ APPROXIMATELY 16" O.C. GANGED CONFIGURATION 3 VENT FLASHING ISOMETRIC BE.302 SCALE: 6" = 1'-0" BE.302 SCALE: 3" = 1'-0" R C D F F PREFINISHED SHEET METAL HOOD, SLOPE TOP TO DRAIN E Sly 2 1 PARAPET COPING BE.302 i SCALE: 6" = 1'-0" N NOTE: CONDITION SIMILAR AT FIBER CEMENT LAP AIR SEAL WEATHER BARRIER PRE -STRIP "QUICKFLASH" PLUMBING FLASHING PANEL, SIZE TO PENETRATION THAT FITS SNUGGLY ENCAPSULATING CLOSED CELL SPRAY FOAM, 2" MIN. AIR SEAL A• '2/R" RAIN. RATIO OF A:B SHOULD BE A MINIMUM OF 2:1 ROD, 25% LARGER THAN JOINT TYPICAL SEALANT JOINT TRIM BOARD AIR SEAL WEATHER BARRIER PRE -STRIP _ I a 1 HOSE BIB AT FIBER CEM NT PANEL REF: 1 & 2 / A501 BE.302 SCALE: 6" = 1'-0" C H 'EET METAL PING �H MPERATURE LF-ADHERED kSHING NTINUOUS EET METAL AT :HEET METAL -LASHING NSECT SCREE %IR SEAL, TYP. _IBER CEMENT PANEL 3/4" MOISTURE RESISTANT =URRING HEATHER 3ARRIER WEATHER BARRIER 3/4" MOISTURE RESISTANT FURRING AIR SEAL FIBER CEMENT PANEL INSECT SCREEN FULL BED OF SEALANT SHEET METAL HEAD FLASHING TRIM BOARD HOSE BIB SEALANT FILLET SEALANT JOINT INSECT SCREEN FIBER CEMENT PANEL WEATHER BARRIER AIR SEAL 1 07/22/22 PRELIMINARY SET 2 11/21/22 95% CONSTRUCTION DOCUMENTS 3 12/30/22 PERMIT SET 4 01/13/23 BID SET 5 01/26/23 ADDENDUM #01 6 02/08/23 ADDENDUM #02 7 02/21/23 PERMIT CORRECTION 1 DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. PROFESSIONAL SEALS ��J H K o W A SHI 76 42860 c� NAL CLIENT BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER CONDOMINIUU& DRAWING Apr 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL DETAILS DESIGN DATE SCALE RBK 02/21 /2023 DRAWN PROJECT NO. AS NOTED AC 210269000 CHECKED DRAWING NO VERSION NEC APPROVED I BE.302 8 A 31 7 ■ ■ A G v Ll Q 6 G Q LI . 6 <1 n 7 1 TYPICAL BASE OF WALL AT GRADE BE.303 i SCALE: 6" = 1'-0" CONTINUOUS SHEET METAL CLEAT ---- INSECT SCREEN FIBER CEMENT PANEL SIDING HIGH-TEMPERTURE SELF -ADHERED MEMBRANE 3/4" MOISTURE RESISTANT FURRING WEATHER RESISTIVE BARRIER V 1 WEATHER BARRIER FIBER CEMENT PANEL 3/4" MOISTURE RESISTANT FURRING HIGH -TEMPERATURE SELF ADHERED FLASHING AIR SEAL SHEET METAL FLASHING INSECT SCREEN CONCRETE WALL EXISTING GRADE / 4" GASKETEDFASTNER SHEET METAL COPING .I IEXISTING ROOFING TO REMAIN I I I I I I I I I . 6 1 COPING AT ELEVATOR PENTHOUSE BE.3031 SCALE: 6" = 1'-0" 5 1 TYPICAL BASE OF WALL AT EXISITING SIDEWALK BE.3031 SCALE: 6" = 1'-0" R BARRIER RENT PANEL rU RE IT FURRING IPERATURE ERED FLASHING =TAL FLASHING GREEN 'E WALL CONCRETE < / PARKING LOT REF: 2 / A503 1 n U o U- J EE Z W W 24 GAUGE FI SOLDERED SF METAL FLASI 4 1PTAC FLASHING ISOMETRIC BE.3031 SCALE: N.T.S. EXISTING INTERIOR FINISHES TO REMAIN INTERMITTENT SHIM SEALANT JOINT AND BACKER ROD INTERMITTENT SHIM SEALANT JOINT AND BACKER ROD PTAC FLASHING SCALE: 6" = 1'-0" VERIFY IN F" FIFI n F F WEATHER BARRIER FIBER CEMENT LAP 3/4" MOISTURE RESISTANT FURRING AIR SEAL WEATHER BARRIER PRE -STRIP AIR SEAL INSECT SCREEN FULL BED OF SEALANT SHEET METAL FLASHING PTAC, REMOVE AND REPLACE I J NOTES ""TERIOR FINISHES REMAIN FIBER CEMENT PANEL WEATHER BARRIER SHEET METAL TRIM 2 1VERTICAL PANEL JOINT IN FIBER CEMENT PANEL BE.303 i SCALE: 6" = 1'-0" NOTE: CONDITION SIMILAR AT FIBER CEMENT LAP AIR SEAL WEATHER BARRIER PRE -STRIP 'QUICKFLASH' ELECTRICAL FLASHING PANEL, SIZE SO THAT PENETRATION FITS SNUGLY SEALANT JOINT SHEET METAL TRIM FULL SOLDERED, SHEET METAL FLASHING, SEE 4/BE.303 FOR ISOMETRIC VIEW FIBER CEMENT LAP WEATHER BARRIER PRE -STRIP AIR SEAL WEATHER BARRIER ENCAPSULATING CLOSED CELL SPRAY FOAM, 2" MIN. AIR SEAL TRIM BOARD AIR SEAL WEATHER BARRIER PRE -STRIP 3/4" MOISTURE 1 07/22/22 PRELIMINARY SET 2 11/21/22 95% CONSTRUCTION DOCUMENTS RESISTANT FURRING AIR SEAL 3 12/30/22 PERMIT SET 4 01/13/23 BID SET FIBER CEMENT PANEL 5 01/26/23 ADDENDUM#01 INSECT SCREEN 6 02/08/23 ADDENDUM #02 AIR SEAL 7 02/21/23 PERMIT CORRECTION 1 FULL BED OF SEALANT DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE SHEET METAL HEAD FLASHING REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. PROFESSIONAL SEALS TRIM BOARD GASKETED AND SEALED EXTERIOR GRADE LIGHT FIXTURE CLIENT WITH EXTERIOR GRADE ELECTRICAL BOX, SET IN SEALANT, VERIFY COVER TYPE SEALANT FILLET SEALANT JOINT INSECT SCREEN FIBER CEMENT PANEL WEATHER BARRIER AIR SEAL 1 1 TYPICAL LIGHT FIXTURE AT FIBER CEMENT PANEL BE.3031 SCALE: 6" = 1'-0" H H Ko �� DY WASHI 1� 42 ` to IS T t����w BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION Ir19 MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER CONDOMINIUM& 75 DRAWING Apr 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL DETAILS DESIGN RBK DATE 02/21 /2023 SCALE AS NOTED DRAWN AC PROJECT NO. 210269000 CHECKED NEC DRAWING NO BE-303 VERSION APPROVED 8 A is V NOTES 21 31 51 7 ■ A +++ +++++ +++++++ ++++++++++ ++++++++++ +++++++ ++++ ++++++++++++ +++++++ +++++ +++++++ ++++++ +++++++ ++++++ +++++++ ++++++ ++++++ ++++++ + ++++++++++++++ + + +++++++++++++ +++++++ ++++++ + + ++ + ++++++++++++ +++++ +++++++ ++++++ +++ ++ ++++++++++++ +++ + +++ + +++++ ++++�++++++ + ++++++ ++++++ +++++ ++++++++++++ + + + + + + 4''+ %%%% + + + + + ++++++ ++++ + + + + + + + + + + + ++++ ++ +++++++ ++++ ++ +++++++ ++++ ++ +++++++ ++++ ++ +++++++ ++++ ++ +++++++ ++++ ++ +++++++ ++++ ++ +++++++ ++++ ++ +++++++ ++++ ++ +++++++ ++++ ++ +++++++ + + + + + + + ++ +++++++ ++++ ++ + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++ ++++ ++ +++++++ ++++ ++ +++++++ ++++ ++ +++ +++ +++ +++ ++ ++++ + ++++ o ++++ . ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++ ++ ++ ++ +++ ++ + ++ + +++ +++ ++ +++ ++ +++ +++ +++ ++ +++ ++ +++ ++ +++ ++ ++++++ ++++ ++++ +++ ++ + 6 1 STEPS 14 & 15: WEATHER BARRIER BE.410 i SCALE: 3" = 1'-0" SEAL ALL WEATHER BARRIER TO LAPS (NOT REQUIRED FOR SELF —ADHERED WEATHER BARRIER) INSTALL WEATHER BARRIER OVER HEAD AND JAMB PRE —STRIPS, TUCK UNDER SILL PRE —STRIP STEP 15 STEP 14 APPLY AIR SEAL STEP 13 ALONG TOP AND SIDES INSTALL SHEET STEP 12 METAL HEAD FLASHING APPLY CONTINUOUS AIR SEAL (FULL SEALANT BED) STEP 11 BETWEEN WINDOW FRAME AND HEAD, SILL, AND JAMB ANGLES INSTALL WINDOW STEP 10 5 1 STEPS 10-13: WINDOW INSTALLATION & SHEET METAL HEAD FLASHING BE.410 i SCALE: 3" = 1'-0" 4 1 STEPS 6-9: SHIMS BE.410 i SCALE: 3" = 1'-0" 3 1 STEP 5: LIQUID FLASHING BE.410 i SCALE: 3" = 1'-0" n F APPLY CONTINUOUS BEAD STEP 9 OF SEALANT ALONG THE HEAD AND JAMB SHIMS, TO BE COMPRESSED BY WINDOW FLANGE INSTALL 1/4" THICK x 1" WIDE CONTINUOUS SHIMS AT HEAD AND JAMBS INSTALL 1/4" THICK INTERMITTENT SHIMS AND SPACE AS REQUIRED FOR LEVEL MOUNTING, COORDINATE LOCATION TO MEET WINDOW MANUFACTURER'S REQUIREMENTS PROVIDE 1/4" THICK INTERMITTENT SHIMS AT EACH PRE —PUNCHED HOLE IN WINDOW SILL NAIL FLANGE APPLY LIQUID FLASHING AT SILL (30 MILS) AND AT HEAD AND JAMBS (15 MILS) INTO ROUGH OPENING AND 1" ON TO FACE STEP 5 STEP 8 STEP 7 STEP 6 INSTALL HEAD WEATHER BARRIER PRE —STRIP STEP 4 U) LL z j 9" N.T.S. CUT FOLD LINES STEP 4 ROUGH 9 N.T.S. OPENING 9" N.T.S. +++++++ +++++++ +++++++ +++++++ ++++++ 4 ++++++ +++++++ +++++++ +++++++ +++++++ ++++++++++++++++ ++++++++++++++ +++++++++++++++ ++++++++++++ AIR SEAL WRAP INTO ROUGH EDGES OF OPENING WEATHER BARRIER PRE —STRIPS (IF NOT SELF —ADHERED WEATHER BARRIER) INSTALL JAMB WEATHER BARRIER PRE —STRIP STEP 3 CUT 12" VI F ��� N+ + + + + + +++ ++ +++ + +++ ++++ + +++ + ] + + + + +++ +++++ ++ +++ ++ +1+++ ILL + + ( ++ + + + +++ + ++++ ++ +�+++++ ++++ + +i++++++ + +1++++++ +++++ ++++ + 2 1 STEPS 3 & 4: JAMB & HEAD WEATHER BARRIER PRE -STRIP BE.410 i SCALE: 3" = 1'-0" v z STEP 3 GENERAL NOTE: REFER TO WINDOW HEAD, SILL AND JAMB DETAILS FOR ADDITIONAL INFORMATION. UT LINE 9" N.T.S. Lu 0 ++++++++++ + + + + + + + + + + ++++++++++++ + + + + + + + + + + = Q + + + + + + + + + i + + + + + + + + + + + Y +++++++++++++++++++++++ ++++++++++++++ + + + + + + + + + + + + + + + ++ + + ++++ + + + + + w = U Q ++++++++++++++++ +++++ +++++++++++++++++ +++++ +++++++++++++++++ +++++++++++ +++++++++++++++++ ++++ +++++ ++++ ++++ m +++++ +++++++++++++++++ +++++ +++++ ++++++++++++++++++ +++++++++++++++ +++++++++++++++++ +++7++ +++++++++ ++ ++++ ++++++++++++++++++ ++++++++++++++++++ ++++++++++++++++++ ++++++++++++++++++ z +++++ ++++++++++++++++++ ++++++++++++ 0 D LINES WEATHER BARRIER PRE —STRIP PIECE USED IN STEP 2 INSTALL WEATHER BARRIER PRE —STRIP AT SILL, KEEP STEP 2 RELEASE PAPER AT BOTTOM OF PRE —STRIP TO ENSURE POSITIVE LAPPING SHEATHING SUBSTRATE INSTALL SHEET METAL ANGLE AT STEP 1 WINDOW SILL,JAMB & HEAD 1"x1" 1 1 STEPS 1 & 2: SHEET METAL ANGLES & SILL WEATHER BARRIER PRE -STRIP BE.410 i SCALE: 3" = 1'-0" 7 H 1 07/22/22 PRELIMINARY SET 2 11/21/22 95% CONSTRUCTION DOCUMENTS 3 12/30/22 PERMIT SET 4 01/13/23 BID SET 5 01/26/23 ADDENDUM #01 6 02/08/23 ADDENDUM #02 7 02/21/23 PERMIT CORRECTION 1 DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. CLIENT PROFESSIONAL SEALS H KO WAS 1 j� oK 42860 c� 0NALE����w BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER CONDOMINIUU& DRAWING mpi V3 LUL3 CES WINDOW W f �i M NRV SEQUENCE DESIGN DATE SCALE RBK 02/21 /2023 AS NOTED DRAWN PROJECT NO. AC 210269000 CHECKED DRAWING NO VERSION NEC BE.41 0 APPROVED I I 8 A tS l; U IJ NOTES SELF -ADHERED WEATHER BARRIER WEATHER BARRIER WEATHER BARRIER 1 AIR SEAL 3: AIR SEAL AIR SEAL LI �I a FIBER CEMENT PANEL FIBER CEMENT LAP SIDING FIBER CEMENT PANEL `;a WEATHER BARRIER 6' WEATHER BARRIER `:a WEATHER BARRIER PRE -STRIP PRE -STRIP PRE -STRIP LI a 2x4 MOISTURE 3/4" MOISTURE 3/4" MOISTURE v 5' RESISTANT FURRING RESISTANT FURRING ,. RESISTANT FURRING z AIR SEAL z WSJ AIR SEAL z AIR SEAL a INSECT SCREEN °' INSECT SCREEN a' INSECT SCREEN .44 LIQUID FLASHING - LIQUID FLASHING - LIQUID FLASHING b• Ll 6 ri ri r REPLACE INTERIOR FINISHES AT WINDOW SHEET METAL EXISTING INTERIOR SHEET METAL EXISTING INTERIOR SHEET METAL RETURNS; CMU WALL FLASHING FINISHES TO REMAIN FLASHING FINISHES TO REMAIN FLASHING LOCATION ONLY; ALL CONTINUOUS SHIM CONTINUOUS SHIM CONTINUOUS SHIM OTHER INTERIOR O 1"X1" BACK ANGLE 0 1"X1" BACK ANGLE O FINISHES TO REMAIN VINYL WINDOW FULL BED OF VINYL WINDOW FULL BED OF VINYL WINDOW 1 "X1" BACK ANGLE SEALANT SEALANT FULL BED OF SEALANT 31 41 51 31 7 ■ 9 1 WINDOW HEAD AT EXTERIOR CMU BE.41 1 i SCALE: 6" = 1'-0" LI LI v LI Q LI v 911 v LI �LI 4" 1" AIR SEAL SELF -ADHERED WEATHER BARRIER FIBER CEMENT PANEL WEATHER BARRIER PRE -STRIP 8 1 WINDOW JAMB AT EXTERIOR CMU BE.41 1 i SCALE: 6" = 1'-0" FL PAINT GRADE 1x WOOD TRIM PAI N1 GRADE WOOD OF MDF, APRON TRIM 1xl: 7 1 WINDOWSILL AT EXTERIOR CMU REPLACE INTERIOR FINISHES AT WINDOW RETURNS; CMU WALL LOCATIONS ONLY; ALL OTHER INTERIOR FINISHES TO REMAIN 1" x 1" SHEET METAL ANGLE FULL BED OF SEALANT LIQUID FLASHING VINYL WINDOW CONTINUOUS SHIM SEALANT JOINT AND BACKER ROD 2x4 MOISTURE RESISTANT FURRING SHEET METAL TRIM VINYL WINDOW INTERMITTENT SHIMS SEALANT JOINT AND BACKER ROD SHEET METAL TRIM 6 1 WINDOW HEAD AT FIBER CEMENT LAP SIDING BE.41 1 i SCALE: 6" = 1'-0" 3 1 WINDOW HEAD AT FIBER CEMENT PANEL BE.41 1 i SCALE: 6" = 1'-0" EXISTING INTERIOR EXISTING INTERIOR FINISHES TO REMAIN FINISHES TO REMAIN 1" x 1" SHEET METAL 1" x 1" SHEET METAL ANGLE ANGLE FULL BED OF SEALANT FULL BED OF SEALANT 911 vv LIQUID FLASHING 9�� LIQUID FLASHING VINYL WINDOW F-- VINYL WINDOW 1" _Y1 cc AIR SEAL WEATHER BARRIER FIBER CEMENT LAP SIDING WEATHER BARRIER PRE -STRIP 5 � WINDOW JAMB AT FIBER CEMENT LAP SIDING BE.41 1 i SCALE: 6" = 1'-0" PAINT GRA[ N 1 x WOOD TR PAINT INSECT SCREEN GRADE, WOOD OR WEATHER BARRIER MDF, APRON PRE -STRIP TRIM 1x3 SELF -ADHERED WEATHER BARRIER 2x4 MOISTURE RESISTANT FURRING AIR SEAL, TYP. FIBER CEMENT PANEL 4 1 WINDOWSILL AT FIBER CEMENT LAP SIDING 1" u .4. .... 71 CONTINUOUS SHIM AIR SEAL 9t SEALANT JOINT AND WEATHER BARRIER BACKER ROD FIBER CEMENT PANEL 3/4" MOISTURE RESISTANT FURRING WEATHER BARRIER PRE -STRIP SHEET METAL TRIM VINYL WINDOW INTERMITTENT SHIMS SEALANT JOINT AND BACKER ROD SHEET METAL TRIM INSECT SCREEN WEATHER BARRIER PRE -STRIP WEATHER BARRIER 3/4" MOISTURE RESISTANT FURRING AIR SEAL, TYP. FIBER CEMENT LAP SIDING 2 � WINDOW JAMB AT FIBER CEMENT PANEL BE.41 1 i SCALE: 6" = 1'-0" PAINT GRA[ 1 x WOOD TR PAINT GRADE, WOOD OR MDF, APRON TRIM 1x3 1 1 WINDOWSILL AT FIBER CEMENT PANEL 1 07/22/22 PRELIMINARY SET CONTINUOUS SHIM 2 11/21/22 95%CONSTRUCTION DOCUMENTS SEALANT JOINT AND 3 12/30/22 PERMIT SET BACKER ROD 4 01/13/23 BID SET 3/4" MOISTURE RESISTANT FURRING 5 01/26/23 ADDENDUM#01 6 02/08/23 ADDENDUM #02 SHEET METAL TRIM 7 02/21/23 PERMIT CORRECTION 1 DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. PROFESSIONAL SEALS �,,�,TH Ko W A S c� 76 42860ISTV NAL VINYL WINDOW INTERMITTENT SHIMS SEALANT JOINT AND BACKER ROD SHEET METAL TRIM CLIENT BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD INSECT SCREEN 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 WEATHER BARRIER PROJECT PRE -STRIP WEATHER BARRIER BREAKWATER 3/4" MOISTURE CONDOMINIUU& RESUB RESISTANT FURRING DRAWING Apr 03 2023 AIR SEAL, TYP. FIBER CEMENT PANEL CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WINDOW DETAILS DESIGN DATE SCALE RBK 02/21 /2023 AS NOTED DRAWN PROJECT NO. AC 210269000 CHECKED DRAWING NO VERSION 8 BE.411 SCALE: 6" = 1'-0" BE.411 SCALE: 6" = 1'-0" A R IC n F F BE.411 SCALE: 6" = 1'-0" C H NEC APPROVED BE.411 I I A b . u NOTES on 21 31 41 51 31 7 ■ SEALAI` AND BACk INTERP 5 1 WOOD FRAMED SWING DOOR HEAD BE.461 i SCALE: 6" = 1'-0" WEATHER BARRIER PRE -STRIP FIBER CEMENT PANEL WEATHER BARRIER AIR SEAL, TYP. _7 N.T WEATHER BARRIER FIBER CEMENT PANEL AIR SEAL, TYP. WEATHER BARRIER PRE -STRIP AIR SEAL, TYP. SHEET METAL HEAD FLASHING WOOD DOOR FRAME SEALANT JOINT AND BACKER ROD SHEET METAL TRIM AIR SEAL, TYP. r-- SEALANT JOINT AND BACKER ROD 4 1 WOOD FRAMED SWING DOOR JAMB BE.461 j SCALE: 6" = 1'-0" A I R ICI n I F WOOD DOOR FRAME INTERMITTENT SHIM SEALANT JOINT AND BACKER ROD AIR SEAL WEATHER BARRIER WEATHER BARRIER PRE -STRIP 3/4" MOISTURE RESISTANT FURRING FIBER CEMENT PANEL AIR SEAL INSECT SCREEN FULL BED OF SEALANT SHEET METAL HEAD FLASHING FLANGED HOLLOW METAL DOOR ENCAPSULATING CLOSED CELL SPRAY FOAM, 2" MIN. 3 1HOLLOW METAL DOOR HEAD AT FIBER CEMENT PANEL BE.461 i SCALE: 6" = 1'-0" SEALANT JOINT BACKER ROD, SHEET METAL - AIR FULL BED OF SEAL WEATHER BARE PRE-S' FLANGED HOLI METAL DII ENCAPSULAI CLOSED CELL SPI FOAM, 2" rl r']rM /1r11 ArA IT r'lA Alrl 1 V I \LIVlr-%lI V HOLLOW METAL DOORJAMB AT FIBER CEMENT PANEL BE.461 J SCALE: 6" = 1'-0" FOIL FACED SELF -ADHERED MEMBRANE, FULLY SEALED AND WRAP UP WALL AT END CONDITIONS 1 1 HOLLOW METAL DOORSILL AT SIDEWALK BE.461 i SCALE: 6" = 1'-0" H OR IES MAIN HOLLOW METAL DOOR DOOR THRESHOLD FULL BED OF SEALANT 1 07/22/22 PRELIMINARY SET 2 11/21/22 95% CONSTRUCTION DOCUMENTS 3 12/30/22 PERMIT SET 4 01/13/23 BID SET 5 01/26/23 ADDENDUM #01 6 02/08/23 ADDENDUM #02 7 02/21/23 PERMIT CORRECTION 1 DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. CLIENT PROFESSIONAL SEALS -'�tT H KO W A S�J 1 j� 42860 cs� 0 -NALE����w BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER CONDOMINIUU& RESUB DRAWING Apr 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DOOR DETAILS DESIGN RBK DATE 02/21 /2023 SCALE AS NOTED DRAWN AC PROJECT NO. 210269000 CHECKED NEC DRAWING NO BE.461 VERSION APPROVED 8 H 1 6 1 U GENERAL NOTES u I r= I r U I n NOTES GENERAL: 1. THE INTENT OF THE SCOPE OF REPAIR WORK IS TO REPLACE LIKE -FOR -LIKE. WHERE DIRECT REPLACEMENT IS NOT POSSIBLE, REPAIRS AND RETROFITS ARE DESIGNED TO ADD ADDITIONAL STRUCTURAL ELEMENTS TO SUPPORT THE EXISTING CONDITIONS. 2. REPAIRS AND RETROFITS ARE DESIGNED FOR GRAVITY LOADS ONLY. LATERAL LOADS (SEISMIC AND WIND) ARE BEYOND THE SCOPE OF WORK. 3. THESE STRUCTURAL NOTES ARE A SUPPLEMENT TO THE SPECIFICATIONS. 4. SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. 5. VERIFY DIMENSIONS AND CONDITIONS WITH THE ARCHITECTURAL DRAWINGS. FIELD VERIFY DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE PRIOR TO FABRICATION OF MATERIALS. 6. FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN, PROVIDE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. 7. APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL -FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED. 9. PROVIDE MEANS OF BRACING AT WOOD BEARING WALLS TO PREVENT STUD BUCKLING PRIOR TO INSTALLATION OF GYPSUM WALLBOARD OR PLYWOOD SHEATHING. 10. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION FOR: A. CONCRETE REPAIR MATERIALS & REPAIR SCHEME B. GUARD RAIL & CONNECTION DESIGN '- C. METAL DECK D. BIDDER -DESIGN STRUCTURAL ITEMS 11. PRIOR TO ORDERING, CONTRACTOR MAY SUBMIT LITERATURE TO THE FOR FOR REVIEW OF ALTERNATIVES TO NAMED -BRAND PRODUCTS LISTED IN THE THESE DRAWINGS OR IN THE SPECIFICATIONS. DESIGN STANDARD: 2018 INTERNATIONAL BUILDING CODE WITH STATE AMENDMENTS DESIGN CRITERIA: 1. DESIGN LIVE AND SNOW LOADS, UNLESS NOTED OTHERWISE, ARE AS FOLLOWS: A. LIVE LOADS: BALCONY/WALKWAYS: 60 PSF B. SNOW LOADS: BALCONY/WALKWAYS: 25 PSF 31 CAST -IN -PLACE CONCRETE: 1. PROVIDE CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING ACCORDING TO ACI 301, "STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE". 2. CONCRETE MIX DESIGNS: MAX TARGET COARSE CONCRETE f c W/C AIR (%) FLY ASH SLUMP AGG. SIZE USE (PSI) RATIO (LB/YD3) (IN) (1) (IN) SLAB ON 3000 0.52 -- 70 4 3/4 METAL DECK MIX NOTES: 1. TARGET SLUMP ASSUMES ADMIXTURES INCLUDED, AS REQUIRED. 2. CONCRETE MIX PROPORTIONS SHALL BE PROPORTIONAL ACCORDING TO ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND A TARGET SLUMP AT POINT OF PLACEMENT OF, ± 1" SHALL BE PROVIDED. 3. SUBMIT MIX DESIGNS, WITH COMPLETE STATISTICAL BACKUP, FOR REVIEW AND APPROVAL, PRIOR TO PLACEMENT. 4. SAMPLING AND TESTING OF CONCRETE SHALL MEET THE FOLLOWING CRITERIA: A. MEASURE COMPRESSIVE STRENGTH ACCORDING TO 28 DAY LABORATORY CURED CYLINDERS. B. SAMPLE AND TEST CONCRETE ACCORDING TO APPLICABLE ASTM SPECIFICATIONS. C. PROVISIONS OF ACI 318, CHAPTER 5, TO GOVERN ACCEPTANCE OF COMPRESSIVE STRENGTH TEST RESULTS. D. TESTA MINIMUM OF 3 CONCRETE TEST CYLINDERS FOR EACH 100 CU. YARDS, OR EACH DAY OF POUR, FOR EACH CONCRETE STRENGTH. TEST (1) CYLINDER AT 7 DAYS AND (2) CYLINDERS AT 28 DAYS. 5. CONSTRUCTION JOINTS BETWEEN EXISTING AND NEW CONCRETE SHALL HAVE A ROUGHED CONTACT AREA OF A FULL AMPLITUDE OF APPROXIMATELY'/4", LEAVING THE CONTACT SURFACE CLEAN AND FREE OF LAITANCE. 6. LOCATIONS AND DETAILS OF PROPOSED CONSTRUCTION JOINTS NOT DETAILED ON THE DRAWINGS SHALL BE SUBMITTED FOR REVIEW. 7. SHORE ALL SELF-SUPPORTING SLABS AND BEAMS UNTIL COMPRESSIVE STRENGTH IS A MINIMUM OF 2000 PSI. 8. CHAMFER EXPOSED CORNERS %", UNLESS NOTED OTHERWISE. 31 7 ■ A 1 R 7. STRUCTURAL STEEL: 1. FABRICATE, ERECT, IDENTIFY AND PAINT STRUCTURAL STEEL ACCORDING TO AISC SPECIFICATIONS. 2. STRUCTURAL STEEL MATERIALS SHALL MEET THE FOLLOWING CRITERIA: A. PLATE: ASTM A36 B. PIPE: A53 GRADE B 3. WELDING SHALL MEET THE FOLLOWING CRITERIA: A. WELDING SHALL CONFORM WITH AWS SPECIFICATIONS. B. WELDERS TO BE QUALIFIED UNDER AWS/WABO SPECIFICATIONS. C. WELD MATERIAL SHALL BE OF 70 KSI FILLER METAL, UNLESS NOTED OTHERWISE. PROVIDE LOW -HYDROGEN FILLER METALS AT MOMENT FRAME WELDS. D. WELDS TO METAL DECK, METAL STUDS OR OTHER LIGHT GAUGE METALS SHALL CONFORM TO AWS D1.3. E. WELDING OF REINFORCING STEEL SHALL BE AS NOTED IN "CONCRETE REINFORCING STEEL" PORTION OF STRUCTURAL NOTES. F. WELDS TO GALVANIZED STEEL AND AREAS DAMAGED BY WELDING, FLAME CUTTING OR HANDLING SHALL BE CLEAN, DRY AND FREE OF OIL, GREASE, SALT AND CORROSIVE PRODUCTS. APPLY ORGANIC COLD GALVANIZING COMPOUND WITH A MINIMUM OF 94% ZINC DUST IN THE DRY FILM. APPLY IN MULTIPLE COATS TO ACHIEVE AN 8 MIL THICKNESS. 4. CONTRACTOR TO DESIGN AND PROVIDE ERECTION AIDS (BOLTS, CLIPS, SHIMS, SEATS, ETC) AS REQUIRED TO FACILITATE CONSTRUCTION. METAL ROOF OR FLOOR DECKING: 1. METAL DECK SHALL CONFORM WITH THE PROVISIONS OF THE AMERICAN IRON AND STEEL INSTITUTE'S "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS". 2. METAL FLOOR DECKING SHALL MEET THE FOLLOWING CRITERIA: DECK I+ (IN A4/FT) S+ (IN A3/FT) C0.9-32 BY QUALITY METAL DECKING 0.053 0.116 3. FURNISH ALL ACCESSORIES (OPENING REINFORCING ANGLES, CLOSURES, ETC.) TO PROVIDE A COMPLETE DIAPHRAGM. 4. QUALIFY ALL WELDERS UNDER AWS WABO SPECIFICATIONS FOR LIGHT GAUGE METAL WELDING. 5. EXTEND DECKING A MINIMUM OF 2" ONTO SUPPORTS. 6. METAL DECK SHALL BE CONNECTED TO SUPPORTING STRUCTURE AS SHOWN ON PLANS. 7. METAL DECK SHALL BE GALVANIZED. FRAMING LUMBER: 1. LUMBER SPECIES SHALL BE DOUGLAS FIR -LARCH GRADE LUMBER ACCORDING TO RULES OF WEST COAST LUMBER INSPECTION BUREAU (WCLIB). 2. FRAMING LUMBER SHALL MEET THE FOLLOWING GRADING CRITERIA: A. JOISTS SHALL BE NO. 1 GRADE. B. BLOCKING, PLATES, AND BRIDGING SHALL BE NO. 2 GRADE 3. MAXIMUM MOISTURE CONTENT SHALL BE 19% AT 3X OR LESS (LEAST DIMENSIONS) MEMBERS. 4. PRESSURE TREAT ALL LUMBER USED IN THE BALCONY FRAMING OR OTHERWISE EXPOSED TO EXTERIOR CONDITIONS. NAILING AND CONNECTION SCHEDULE: 1. MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS, UNLESS NOTED OTHERWISE ON DRAWINGS SHALL BE AS FOLLOWS: CONNECTION NAILS (BOX OR SINKER UNLESS NOTED OTHERWISE ON DRAWING) BLOCKING TO PLATE - TOE NAIL (2) 10d BLOCKING TO JOISTS - EACH END (2) 10d 2. BLOCK ALL UNSUPPORTED PLYWOOD PANEL EDGES AT ROOF, FLOORS AND WALLS WITH 2 X 4 FLATS AND NAIL WITH 8d COMMON (10d COMMON AT PLYWOOD THICKER THAN 15/32") AT 6" OC AT PANEL EDGES AND 8" OC IN THE FIELD, UNLESS NOTED OTHERWISE. 3. ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL HAVE CORROSION RESISTANCE IN ACCORDANCE WITH 2O18 IBC, SECTION 2304.10.5. OTHER WOOD CONNECTIONS: 1. FRAMING CONNECTORS SHALL BE SIMPSON STRONG -TIE OR APPROVED. FILL ALL NAIL HOLES WITH NAILS AS SPECIFIED BY THE CONNECTOR MANUFACTURER, UNLESS NOTED OTHERWISE. HANGERS SHALL DEVELOP BENDING STRENGTH OF MEMBERS, UNLESS CALLED OUT ON DRAWINGS. 2. ALL CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL. n PLYWOOD SHEATHING 1. PLYWOOD MATERIAL SHALL BE GRADE C-D, UNLESS NOTED OTHERWISE. 2. PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR GLUE ACCORDING TO UNITED STATES PRODUCT STANDARD PS 1-83/ANSI A199.1. 3. PLYWOOD SHALL CONFORM WITH APA PLYWOOD DESIGN SPECIFICATION AND SHALL BEAR THE AMERICAN PLYWOOD ASSOCIATION (APA) TRADEMARK. 4. PROVIDE PRESSURE -TREATED PLYWOOD. CONFORM WITH AWPA STANDARD C-9. MARK SHEETS WITH AWPB. 5. SHEATHING TYPES SHALL BE AS FOLLOWS: A. DECKS 3/4" INDEX 40/20, 10D NAILS AT 12" O.C. FIELD AND 6" O.C. AT THE EDGE 6. LAY OUT PLYWOOD SHEATHING WITH END JOINTS STAGGERED. 7. LAY OUT PLYWOOD TO ELIMINATE WIDTHS LESS THAN 2'-0". 8. PROVIDE PANEL SPACINGS ACCORDING TO APA RECOMMENDATIONS. 9. NAIL ACCORDING TO SCHEDULE AND DRAWINGS. 10. PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET CONDITIONS. CONCRETE REPAIRS 1. ALL CONCRETE REPAIRS SHALL BE DONE BY A REPUTABLE CONCRETE REPAIR SPECIALTY CONTRACTOR WITH EXPERIENCE PERFORMING SUCH REPAIRS. 2. THE CONCRETE REPAIR SPECIALTY CONTRACTOR SHALL PROPOSE CONCRETE REPAIR MATERIALS AND A REPAIR SCHEME FOR THE CONCRETE DAMAGE IDENTIFIED IN THESE DRAWINGS AND SUBMIT TO MORRISON HERSHFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING REPAIRS. NON -SHRINK GROUT 1. NON -SHRINK GROUT SHALL CONFORM WITH ASTM C 1107 AND C.R.D.-621, CORPS OF ENGINEERS "SPECIFICATION FOR NON -SHRINK GROUT 2. SPECIFIED 28 DAY COMPRESSIVE STRENGTH SHALL BE 5000 PSI. REPAIR OF DAMAGED WOOD FRAMING 1. MEMBERS OBSERVED TO HAVE STRUCTURAL DAMAGE OR DETERIORATION ABOVE AND BEYOND SURFACE DISCOLORATION SHALL BE CLEANED AND SCRAPED TO REMOVE DETERIORATION. IN ALL CASES, MEMBERS MAY HAVE UP TO THE FOLLOWING LIMITS SCRAPPED OR REMOVED WITHOUT FURTHER ENGINEERING REVIEW: NOMINAL MEMBER SIZE MATERIAL REMOVED 2X AND LARGER 1/8" GLUE LAMINATED BEAMS AND ENGINEERED LUMBER CONSULT STRUCTURAL ENGINEER ABOVE THE STATED LIMITS, THE CONTRACTOR SHALL CONTACT THE FOR FOR REVIEW PRIOR TO CLEANING AND/OR SCRAPING OF MEMBER. STRUCTURAL FRAMING SHALL BE REPLACED TO MATCH EXISTING MEMBER SIZED SHOWN U.N.O. SHEET INDEX S.001 S.002 S.101 S.102 S.103 S.601 S.701 GENERAL STRUCTURAL NOTES AND SHEET INDEX GENERAL STRUCTURAL NOTES FLOOR PLAN FLOOR PLAN FLOOR PLAN STRUCTURAL STEEL DETAILS STRUCTURAL WOOD DETAILS 7 13 14 15 a CD N O M 0 M N O N N ry 0 a 1 11/22/2022 95% CONSTRUCTION DOCUMENTS 0 m a 2 12/30/2022 PERMIT SET > 3 01/13/2023 BID SET Lo 0 CU cn N DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN a PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND v BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR N OMISSIONS TO MORRISON HERSHFIELD. X w PROFESSIONAL SEALS z W w W cn z a cn w O z J a F U F J a W z W 0 CLIENT 0 0 vi w a BREAKWATER EDMONDS .3 CONDOMINIUM cn ASSOCIATION .3 0 U 7 N MORRISON HERSHFIELD cn r` 0 0 600 Stewart Street, Suite 200 a U Seattle, WA 98101 6 Tel: 206 268 7370 y PROJECT a m BREAKWATER W m CONDOMINIU 1= RESUB DRAWING Apr 03 2023 GENERAL CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STRUCTURAL NOTES AND SHEET INDEX DESIGN DATE SCALE o RJ N 11.18.2022 AS NOTED o DRAWN PROJECT NO. MG 210269000 = CHECKED SWS DRAWING NO VERSION a� o y APPROVED Smool > c a w lil D. H GENERAL NOTES SPECIAL INSPECTION PROGRAM V V C 2 NOTES MATERIAL/TYPE OF WORK CODE OR STANDARD CONT. PERIODIC COMMENT CAST -IN -PLACE CONCRETE VERIFYING USE OF REQUIRED MIX DESIGN(S) ACI 318, 5.2-5.4 X CONCRETE PLACEMENT AT ASCE 9, CHAPTER 3 X COMPOSITE SLABS CONCRETE CURING ACI 318, 5.11-5.13 X STEEL INSTALLATION OF COMPOSITE ICC EVALUATION REPORT — ASCE 9, X SLAB DECKING CHAPTER 3 WELDING MATERIAL VERIFICATION OF WELD FILLER METALS X VERIFYING USE OF PROPER WPS's X VERIFYING WELDER QUALIFICATIONS X SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16" X ICC EVALUATION INSTALLATION OF COMPOSITE SLAB DECKING REPORT —ASCE 9, X CHAPTER 3 ERECTION AND FASTENING X CONT=Continuous FOR = Engineer of Record MT = Magnetic Particle Testing NDT = Non-destructive Testing PC = Pre -cast PT = Penetrant Testing (Steel) PT = Post Tensioned (Concrete) UT = Ultrasonic Testing WPS = Welding Procedures Qualifications SPECIAL INSPECTION PROGRAM FOOTNOTES: 1. PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE WITH THE WASHINGTON STATE SPECIALTY CODE AMENDMENTS. 2. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. 3. PRIOR TO THE BEGINNING OF CONSTRUCTION GENERAL CONTRACTOR SHALL REVIEW THE SPECIAL INSPECTION REQUIREMENTS WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, AND SPECIAL INSPECTORS. 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: A. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. B. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. C. SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. 5. DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE INSPECTION IS REQUIRED. B. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. D. MAINTAIN JOB -SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 6. DEFINITIONS: A. CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK REQUIRING SPECIAL INSPECTION AT ALL TIMES. 1 11 /22/2022 B. PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO CONFIRM THAT THE WORK REQUIRING 2 12/30/2022 SPECIAL INSPECTION IS IN CONFORMANCE. 3 01/13/2023 STRUCTURAL OBSERVATION: STRUCTURAL OBSERVATION, IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE, SHALL BE PERFORMED BY MORRISON HERSHFIELD, THE STRUCTURAL ENGINEER OF RECORD. THE GENERAL CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD FIVE BUSINESS (5) DAYS PRIOR TO COMPLETION OF THE STAGE INDICATED BELOW TO COORDINATE THE DATE OF OBSERVATION: 1. STEEL FRAMING: AFTER METAL DECK HAS BEEN PLACED. 95% CONSTRUCTION DOCUMENTS PERMIT SET BID SET DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. CLIENT PROFESSIONAL SEALS BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER 111:L\►Dl1111e CONDOM INIU UB Apr 03 2023 CITY OF EDMONDS GENERAL DEVELOPMENTDEPARTMENRVICES STRUCTURAL NOTES DESIGN RJ N DRAWN MG CHECKED SWS DATE 11.18.2022 PROJECT NO. 210269000 III 5 a 0 A N 0 N m m N f6 J 0 in ca a m AS NOTED o U VERSION a� A D. R n F F r, H I_1=0801:111 Ii7:L ximmireloN7 S.002 A ■ b ■ V ■ U ■ t ■ r ■ h ■ NOTES J ■ 21 31 51 61 71 N L0 0 0 Lo 0 N C7 co O co 1 FLOOR PLAN - LEVEL 1 S.101 SCALE: 1/8" = V-0" /1\ t`DAf`V .. AQ" /ADDDnV \ PLAN NOTES: WALLS, R CORE LLS 1. DIMENSIONS AND LOCATIONS OF REPAIRS SHOWN ON PLANS ARE APPROXIMATE. QUANTITY ESTIMATES ARE BASED ON VISUAL ASSESSMENT OF EXISTING CONDITIONS AND GIVEN SOLELY FOR ESTIMATION PURPOSES. CONTRACTOR IS TO FIELD VERIFY EXACT LOCATIONS, QUANTITIES, AND DIMENSIONS PRIOR TO FABRICATIONS OF WORK. 2. PRIOR TO FABRICATION OF WORK, CONTRACTOR SHALL CLEAN METAL DECK, CONCRETE, EDGE PLATE, AND SUPPORT CHANNEL ELEMENTS OF PAINT, DETERIORATION AND RUST TO VERIFY EXTENT AND QUANTITY OF DETERIORATION. 3. NOTIFY FOR IF DETERIORATION OF THE SUPPORT CHANNELS IS GREATER THAN 1/16" IN THICKNESS FOR MORE THAN 4 INCHES IN LENGTH. 4. TEMPORARY SHORING OF STRUCTURAL ELEMENTS DURING REPAIR IS A MEANS AND METHODS ITEM AND IS THE RESPONSIBILITY OF THE CONTRACTOR. 5. CONCRETE CRACK REPAIR SHALL OCCUR AT ALL SURFACE CRACKS OF 1/8" OR WIDER. CONCRETE SHALL BE CLEANED OF ALL DAMAGED OR DETERIORATED CONCRETE AND THEN EPDXY INJECTED BY A CONCRETE REPAIR SPECIALTY CONTRACTOR. 6. EXPOSED REINFORCEMENT OR METAL EMBEDMENTS IN EXISTING CONCRETE SHALL BE FULLY CLEANED OF RUST OR OTHER DETERIORATION PRIOR TO PATCHING AND/OR EPDXY REPAIR. NOTIFY FOR IF DETERIORATION OF EMBEDDED ELEMENTS IS GREATER THAN 1/8" OR 10.0% OF THE THICKNESS OF THE METAL ELEMENT. 1 1 11/22/2022 1 95% CONSTRUCTION DOCUMENTS 2 I 12/30/2022 I PERMIT SET 3 101/13/2023 I BID SET DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. CLIENT PROFESSIONAL SEALS BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HEFESHFIELD 13 14 15 a 600 Stewart Street, Suite 200 Q U Seattle, WA 98101 Tel: 206 268 7370 'a R PROJECT cc BREAKWATER W CONDOMINIU c UB DRAWING DESIGN RJN DRAWN MG N CHECKED SWS APPROVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FLOOR PLAN DATE 11.18.2022 PROJECT NO. 210269000 SCALE DRAWING NO S.101 AS NOTED VERSION A 8 R n ■ F F H A b V U t r 0 n NOTES J 1 FLOOR PLAN - LEVEL 2 S.102 j SCALE: 1/8" = 1'-0" LEGEND: REPAIR CORRODED CONCRETE / METAL DECK RIB. SEE DETAIL 1/S.601. REPLACE CORRODED CONCRETE / METAL DECK SECTION. SEE DETAIL 2/S.601. SEE S.001 FOR CONCRETE AND METAL DECKING REQUIREMENTS. DETERIORATED WOOD CONNECTION HARDWARE. SEE PLAN NOTE 7. REPLACE PLYWOOD AT EXTERIOR DECKS. SEE S.001 FOR PLYWOOD REQUIREMENTS. 1_1rrf\11-J/\. IV JVIJI HANGERS PER DECK, TYP. SEE PLAN NOTE 7 PLAN NOTES: ire R A A C' /-% K 4 T WALLS, ATOR CORE WELLS 1. DIMENSIONS AND LOCATIONS OF REPAIRS SHOWN ON PLANS ARE APPROXIMATE. QUANTITY ESTIMATES ARE BASED ON VISUAL ASSESSMENT OF EXISTING CONDITIONS AND GIVEN SOLELY FOR ESTIMATION PURPOSES. CONTRACTOR IS TO FIELD VERIFY EXACT LOCATIONS, QUANTITIES, AND DIMENSIONS PRIOR TO FABRICATIONS OF WORK. 2. PRIOR TO FABRICATION OF WORK, CONTRACTOR SHALL CLEAN METAL DECK, EDGE PLATE, AND SUPPORT CHANNEL ELEMENTS OF PAINT AND RUST TO VERIFY EXTENT OF DETERIORATION. ADDITIONALLY, CONTRACTOR SHALL CLEAN DETERIORATED CONCRETE FROM WALKWAYS. 3. NOTIFY FOR IF DETERIORATION OF THE SUPPORT CHANNELS IS GREATER THAN 1/16" IN THICKNESS FOR MORE THAN 4 INCHES IN LENGTH. 4. SINGLE RIB REPAIRS AT THE CONCRETE / METAL DECK SHALL OCCUR AT LOCATIONS WHERE THE EXISTING METAL DECK ELEMENTS ARE DETERIORATED 1/16" OF THICKNESS FOR MORE THAN 4 SQ. IN. OF AREA. SINGLE RIB REPAIRS ARE LIMITED TO NO MORE THAN 3 RIBS ON A SINGLE DECK PANEL. 5. WHERE METAL DECKING IS DETERIORATED FOR MORE THAN 3 RIBS ON A SINGLE DECK PANEL, FULL DECK REPLACEMENT SHALL OCCUR. DECK REPLACEMENT SHALL FULLY REPLACE CORRODED DECK PANELS AND ATTACHED CONCRETE. 6. TEMPORARY SHORING OF STRUCTURAL ELEMENTS DURING REPAIR IS A MEANS AND METHODS ITEM AND IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. REPLACE ALL EXISTING WOOD JOIST HANGERS ON BALCONIES WITH NEW STAINLESS STEEL HANGERS. REPLACE EXISTING HARDWARE IN THESE HANGERS WITH NEW FASTENERS, FOLLOWING GUIDELINES LISTED IN THE GENERAL STRUCTURAL NOTES. 8. WOOD MEMBERS SHALL BE CONSIDERED DETERIORATED IF DAMAGE OR DECAY IS GREATER THAN 1/8" IN THICKNESS. 9. REPLACE DETERIORATED WOOD MEMBERS ON DECKS LIKE -FOR -LIKE, EXCEPT ALL NEW LUMBER SHALL BE PRESSURE -TREATED. FOLLOW SIZING AND GRADING REQUIREMENTS LISTED IN THE GENERAL STRUCTURAL NOTES. RM <1I11(1199111➢1413 95% CONSTRUCTION DOCUMENTS PERMIT SET BID SET DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. PROFESSIONAL SEALS BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION Ira MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 PROJECT BREAKWATER DRAWING CONDOMINIURE�iUB CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FLOOR PLAN DESIGN DATE SCALE RJ N 11.18.2022 AS NOTED DRAWN PROJECT NO. MG 210269000 CHECKED DRAWING NO VERSION SWS S . 102 APPROVED c m W nn A R r. i� F (11 A ■ t9 ■ U ■ U ■ t ■ r ■ h ■ NOTES J ■ 21 31 ,TA 51 61 71 0 CD Lo O 1 CV M 00 O M LEGEND: REPAIR CORRODED CONCRETE / METAL DECK RIB. SEE DETAIL 1/S.601. DETERIORATED WOOD CONNECTION HARDWARE. SEE PLAN NOTE 7. REPLACE PLYWOOD AT EXTERIOR DECKS. SEE S.001 FOR PLYWOOD REQUIREMENTS. i 1 FLOOR PLAN - LEVEL 3 N S.103 SCALE: 1/8" = V-0" !lr r l\V/\. I V JVIJ I HANGERS PER DECK, TYP. SEE PLAN NOTE 7 PLAN NOTES: i�\ nnnC1nnlgY WALLS, TOR CORE WELLS 1. DIMENSIONS AND LOCATIONS OF REPAIRS SHOWN ON PLANS ARE APPROXIMATE. QUANTITY ESTIMATES ARE BASED ON VISUAL ASSESSMENT OF EXISTING CONDITIONS AND GIVEN SOLELY FOR ESTIMATION PURPOSES. CONTRACTOR IS TO FIELD VERIFY EXACT LOCATIONS, QUANTITIES, AND DIMENSIONS PRIOR TO FABRICATIONS OF WORK. 2. PRIOR TO FABRICATION OF WORK, CONTRACTOR SHALL CLEAN METAL DECK, EDGE PLATE, AND SUPPORT CHANNEL ELEMENTS OF PAINT AND RUST TO VERIFY EXTENT OF DETERIORATION. ADDITIONALLY, CONTRACTOR SHALL CLEAN DETERIORATED CONCRETE FROM WALKWAYS. 3. NOTIFY FOR IF DETERIORATION OF THE SUPPORT CHANNELS IS GREATER THAN 1/16" IN THICKNESS FOR MORE THAN 4 INCHES IN LENGTH. 4. SINGLE RIB REPAIRS SHALL OCCUR AT LOCATIONS WHERE THE EXISTING METAL DECK ELEMENTS ARE DETERIORATED 1/16" OF THICKNESS FOR MORE THAN 4 SQ. IN. OF AREA. SINGLE RIB REPAIRS ARE LIMITED TO NO MORE THAN 3 RIBS ON A SINGLE DECK PANEL. 5. WHERE METAL DECKING IS DETERIORATED FOR MORE THAN 3 RIBS ON A SINGLE DECK PANEL, FULL DECK REPLACEMENT SHALL OCCUR. DECK REPLACEMENT SHALL FULLY REPLACE CORRODED DECK PANELS AND ATTACHED CONCRETE. 6. TEMPORARY SHORING OF STRUCTURAL ELEMENTS DURING REPAIR IS A MEANS AND METHODS ITEM AND IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. REPLACE ALL EXISTING WOOD JOIST HANGERS ON BALCONIES WITH NEW STAINLESS STEEL HANGERS. REPLACE EXISTING HARDWARE IN THESE HANGERS WITH NEW FASTENERS, FOLLOWING GUIDELINES LISTED IN THE GENERAL STRUCTURAL NOTES. 8. WOOD MEMBERS SHALL BE CONSIDERED DETERIORATED IF DAMAGE OR DECAY IS GREATER THAN 1/8" IN THICKNESS. 9. REPLACE DETERIORATED WOOD MEMBERS AND/OR PLYWOOD SHEATHING ON DECKS LIKE -FOR -LIKE, EXCEPT ALL NEW LUMBER SHALL BE PRESSURE -TREATED. FOLLOW SIZING AND GRADING REQUIREMENTS LISTED IN THE GENERAL STRUCTURAL NOTES. f�tifilf��]f��l➢�a pmm110191 f11➢% gm <1I11(11011➢1413 95% CONSTRUCTION DOCUMENTS PERMIT SET BID SET 13 � d 15 INN C N C R ;_ DISCLAIMER: THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND L BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR OMISSIONS TO MORRISON HERSHFIELD. a o� f`^ PROFESSIONAL SEALS N N N r.1�i�rr1 cr BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION MORRISON HERSHFIELD 600 Stewart Street, Suite 200 Seattle, WA 98101 Tel: 206 268 7370 U R PROJECT BREAKWATER cc V.V. r- CONDOMINIU c ;_ UB a DRAWING DESIGN RJ N DRAWN MG CHECKED SWS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FLOOR PLAN DATE 11.18.2022 PROJECT NO. 210269000 SCALE DRAWING NO S-103 AS NOTED VERSION I 0 A R r, n F F C; H APPROVED NOTES o II■ mm mm 41 �v 1111111/ 61 AT ENDS (E) 1 1/2" METAL DE( WITH 2" TOPPING SL) (N) GALV. 3 1/2" DIA ST PIPE, SPLIT IN HA (VERIFY FIT IN FIEL (E) DAMAGED R.L. ,...,J-SHRINK GROUT (E) TUBE STEEL (E) SUPPORT CHANNEL SLOPE DECK TO MATCH EXISTING d a a G a• a d PUDDLE 5/8" o 12" O.C. WELD TYP. TYP. 1 /4" 3-12 (E) CMU OR STUD WALL (E) SUPPORT CHANNEL (N) METAL DECK WITH 2" TOPPING SLAB. SEE GENERAL STRUCTURAL NOTES d• a a a vd n PUDDLE WELD 5/8"Qi 12" O.C. (N) R 1/4"x 4" x CONT. (E) CMU OR STUD WALL (E) SUPPORT CHANNEL (E) WALK WAY (N) SPLIT PIPE, SEE 1/S.601 d.ad .a .. a. (TYP.) EACH END >1 /4 1" 13 14 m 16i SINGLE —RIB REPAIR DETAIL 2 FULL DECK REPLACEMENT DETAIL 3 SPLIT PIPE SUPPORT DETAIL SCALE: 1 1/2" = 1'-0" �S.6v SCALE: 1-1/2" = 1'-0" �S.6v SCALE: 1 1/2" = 1'-0" it M, 1 11/22/2022 95% CONSTRUCTION DOCUMENTS o M, 2 12/30/2022 c c PERMIT SET 'c a 3 01/13/2023 BID SET a a E a E L a m i CL L a DISCLAIMER: r THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE c REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR CSc OMISSIONS TO MORRISON HERSHFIELD. a -a a PROFESSIONAL SEALS > v R a 3 a LL w 0 w w V a a U CLIENT c c v a BREAKWATER EDMONDS 3 CONDOMINIUM a ASSOCIATION 3 R L 0 L �i w MORRISON HERSHFIELD r C4 i. c 600 Stewart Street, Suite 200 a U Seattle, WA 98101 Tel: 206 268 7370 R PROJECT a a LL BREAKWATER cc 7 CONDOMINIU a UB a SHEET NOTE: s DRAWING Apr 03 2023 R 1) PRIOR TO INSTALLATION OF ANY NEW MATERIALS IN THESE CI YOFEDMONDS c DETAILS, CONTRACTOR SHALL REMOVE ALL DETERIORATED pomFEE ENRVICES a STRUCTU R METAL DECKING AND/OR CONCRETE IN THE AFFECTED AREAS. c STEEL DETAILS CS T CS C c DESIGN DATE N SCALE RJ N 11.18.2022 a AS NOTED DRAWN PROJECT NO. MG 210269000 = CHECKED DRAWING NO VERSION a SWS S-601 o c APPROVED a w A R c n F F G H I I 8 i NOTES (N) PLYWOOD SHEATHING, SEE PLAN z (N) SIMPSON A35SS CLIPS, EACH SIDE, EACH END (E) JOIST (N) PT 4x8 BLOCKING @ NEW GAURDRAIL POSTS (OR 48" MAX. SPACING) dlGUARD RAIL ANCHORAGE DETAIL SCALE: 1 1/2" = V-0" 61 7, (N) SIMPSON DTT2SS @ TOP OF BLOCKING (N) GUARDRAIL POST, BY OTHERS (N) ANCHOR BOLTS, BY OTHERS (TYP.) COUNTER SINK BOLT HEAD 1" MAX. GAURDRAIL FASTENERS, BY OTHERS (E) DBL EDGE JOIST (E) ARCHITECTURAL FINISHES 13 14 IR c 1 11/22/2022 95% CONSTRUCTION DOCUMENTS N c CS 2 12/30/2022 PERMIT SET a `2 3 01/13/2023 BID SET a a c .c c m Q L a cc DISCLAIMER: cc THIS DRAWING IS PROTECTED BY COPYRIGHT LAW, AND SHOULD NOT BE 7 REPRODUCED IN ANY MANNER, OR FOR ANY PURPOSE, EXCEPT BY WRITTEN c PERMISSION OF MORRISON HERSHFIELD. CONTRACTOR SHALL VERIFY AND N BE RESPONSIBLE FOR ALL DIMENSIONS AND REPORT ANY ERRORS AND/OR N OMISSIONS TO MORRISON HERSHFIELD. -c a PROFESSIONAL SEALS rn u R J a 3 7 N a LL w a a c c 3 CLIENT BREAKWATER EDMONDS CONDOMINIUM ASSOCIATION w MORRISON HERSHFIELD r C4 n c 600 Stewart Street, Suite 200 Q U Seattle, WA 98101 Tel: 206 268 7370 R PROJECT a cc BREAKWATER w CONDOMINIU c UB e s DRAWING Apr 03 2023 R CI Y OF EDMONDS S T R U C T U R c EPARTMENRVICES c CS WOOD DETAILS N T CS C DESIGN DATE SCALE N•c RJ N 11.18.2022 a AS NOTED DRAWN PROJECT NO. MG 210269000 = CHECKED DRAWING NO VERSION a SWS o S.701 APPROVED 8