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APPROVED BLD PLN ENG RESUB 1 BLD2022-1291+Architectural_Plan+10.28.2022_4.28.48_PM+3192397GENERAL NOTES J SECTION 1 -GENERAL NOTES 1. ALL DRAWINGS, NOTES, AND DETAILS PROVIDED IN THIS SECTION REPRESENTS THE CONSTRUCTION DOCUMENTS. THE 'CONSTRUCTION DOCUMENTS' MAY NOT REPRESENT ALL CONDITIONS AND DIMENSIONS THAT ARE PRESENT ON SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND VERIFY ALL SITE CONDITIONS. 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS INCLUDING ACCESS TO THE WORK, POWER REQUIREMENTS, STAGING, DISPOSAL, AND SECURE MATERIAL STORAGE. 3. ALL MATERIALS SPECIFIED WITHIN THIS CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE WORK. NO SUBSTITUTIONS SHALL BE ACCEPTED UNLESS A WRITTEN REQUEST IS MADE FOR CONSIDERATION. ANY SUBSTITUTION REQUEST SHALL BE SUBMITTED IN CONJUNCTION WITH A LETTER FROM THE MATERIAL MANUFACTURER STATING: A) THE PRODUCT HAS EQUAL PHYSICAL PROPERTIES TO THE SPECIFIED MATERIAL, B) THAT THE MANUFACTURER WARRANTS THAT THE SUBSTITUTED MATERIAL IS COMPATIBLE WITH ALL ADJACENT AND UNDERLYING MATERIALS AND SHALL MEET ITS INTENDED SERVICE LIFE. 4. THE CONTRACTOR SHALL VERIFY THE MATERIAL COMPATIBILITY OF ALL WATERPROOFING COMPONENTS (E.G., SEALANTS, CLOSED CELL BACKER ROD, SELF -ADHERING MEMBRANE, ETC.) USED IN CONJUNCTION WITH OTHER WATERPROOFING COMPONENTS. 5. THE CONTRACTOR SHALL ESTABLISH A WRITTEN SAFETY AND FALL PROTECTION PLAN, A COPY OF WHICH SHALL BE MAINTAINED ONSITE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO COMMUNICATE THE PLANS TO ALL EMPLOYEES AND SUBCONTRACTORS. 6. THE CONTRACTOR SHALL PROVIDE TO THE OWNER AND THE CONTRACT PROJECT ENGINEER EMERGENCY TELEPHONE NUMBERS AND CONTACT NAMES FOR USE, IF REQUIRED, OUTSIDE OF NORMAL BUSINESS HOURS. 7. THE CONTRACTOR SHALL INSTITUTE COMPLIANCE WITH AND BE SOLELY RESPONSIBLE FOR ALL RELEVANT CITY, COUNTY, STATE AND/OR FEDERAL ORDINANCES, LAWS AND REGULATIONS INCLUDING BUT NOT LIMITED TO: A) PROVISIONS FOR DISPOSAL OF CONSTRUCTION MATERIALS AND DEMOLITION DEBRIS. B) PROVISIONS FOR ELECTRICAL SAFETY. C) PROVISIONS OF OSHA REGULATIONS AND SIMILAR STATE AND LOCAL REQUIREMENTS FOR SAFETY IN THE WORKPLACE, INCLUDING PROVISIONS FOR SAFETY AND FALL PROTECTION PROGRAMS, AND COVID-19. D) PROVISIONS OF THE HAZARDOUS MATERIALS SECTIONS OF THE MATERIAL SAFETY DATA SHEETS (MSDS) SUBMITTED FOR PRODUCTS BROUGHT TO AND UTILIZED ON SITE. 8. A PROJECT BINDER SHALL BE GENERATED FOR ALL SPECIFIED PRODUCTS INCLUDING, INSTALLATION INSTRUCTIONS, PRODUCT DATA SHEETS AND MSDS SHEETS FOR ALL PRODUCTS. 9. THE PROVISIONS OF ALL RULES AND REGULATIONS GOVERNING SAFETY OF THE WORK SHALL APPLY TO ALL WORK UNDER THIS CONTRACT. FEDERAL, STATE AND LOCAL INSPECTORS SHALL BE GRANTED ACCESS TO THE WORK FOR INSPECTION WITHOUT FIRST OBTAINING A SEARCH OR ADMINISTRATIVE WARRANT. 10. IF THE CONTRACTOR OBSERVES THE EXISTENCE OF ANY MATERIAL, WHICH HE KNOWS OR HAS REASON TO BELIEVE IS HAZARDOUS TO HUMAN HEALTH, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER. THE CONTRACTOR SHALL NOT PERFORM ANY WORK INVOLVING THE MATERIAL OR ANY WORK CAUSING THE MATERIAL TO BE LESS ACCESSIBLE PRIOR TO RECEIPT OF SPECIAL INSTRUCTIONS FROM THE OWNER. 11. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR HIS INVITEES AT THE SITE AND FOR THOSE OF HIS SUBCONTRACTORS, SUPPLIERS, AND THEIR EMPLOYEES, INCLUDING ANY ACTS OR OMISSIONS OF SUCH INVITEES. ALL INVITEES SHALL SIGN -IN AT. 12. THE CONTRACTOR AND NOT THE CONSULTANT SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES (OTHER THAN THOSE EXPRESSLY SPECIFIED IN CONTRACT DOCUMENTS), OR FOR SAFETY AND FALL PROTECTION PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 13. ALL MATERIAL AND WORKMANSHIP SHALL BE SUBJECT TO OBSERVATION, EXAMINATION AND TESTING AT ANY AND ALL TIMES DURING MANUFACTURE AND CONSTRUCTION. THE CONSULTANT AND THE OWNER SHALL HAVE AUTHORITY TO REJECT DEFECTIVE MATERIAL AND WORKMANSHIP AND REQUIRE ITS CORRECTION. DEFECTIVE WORKMANSHIP SHALL BE SATISFACTORILY CORRECTED AND DEFECTIVE MATERIAL SHALL BE SATISFACTORILY REPLACED WITH PROPER MATERIAL WITHOUT CHARGE THEREFOR, AND THE CONTRACTOR SHALL PROMPTLY SEGREGATE AND REMOVE THE DEFECTIVE MATERIAL FROM THE SITE. 14. THE CONSULTANT, THE OWNER, THE CONTRACT PROJECT ENGINEER, THE OWNER'S OBSERVERS AND OTHER TESTING PERSONNEL, INSPECTORS FROM STATE AND LOCAL AGENCIES, AND OTHERS AUTHORIZED BY THE OWNER, SHALL HAVE ACCESS TO THE WORK AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR ACCESS AND INSPECTION. 15. IF THE CONTRACTOR DEEMS ADDITIONAL DETAIL OR INFORMATION IS NEEDED, HE MAY REQUEST THE SAME IN WRITING FROM THE CONSULTANT TO CLARIFY THE INTENT CONVEYED IN THE SCOPE OF WORK OR PLANS AND SPECIFICATIONS. HIS REQUEST SHALL PRECISELY STATE THE DETAIL OR INFORMATION NEEDED AND SHALL EXPLAIN WHY IT IS NEEDED. THE CONTRACTOR SHALL ALSO INDICATE A DATE WHEN THE REQUESTED INFORMATION IS REQUIRED. 16. IF THE CONTRACTOR FINDS A CONFLICT, ERROR, OR OTHER DISCREPANCY IN THE PLANS OR SPECIFICATIONS, HE SHALL NOTIFY THE CONSULTANT IN WRITING AS SOON AS REASONABLY POSSIBLE, BUT BEFORE PROCEEDING WITH THE AFFECTED WORK. THE CONSULTANT SHALL ISSUE A CLARIFICATION TO THE CONTRACTOR STATING THE CORRECT REQUIREMENTS. IF THE CONTRACTOR DEEMS THE FIELD ORDER REQUIRES ADDITIONAL WORK, HE SHALL NOTIFY THE CONSULTANT OF SUCH PRIOR TO PROCEEDING WITH THAT WORK AND HE SHALL SUBMIT A REQUEST FOR CHANGE ORDER ALONG WITH A DETAILED SUBSTANTIATING COST PROPOSAL THRU THE CONSULTANT TO THE OWNER. 17. SUBMITTALS SHALL BE FORWARDED WITH REASONABLE TIME FOR REVIEW TO THE CONSULTANT FOR APPROVAL IF REQUIRED BY THE SPECIFICATIONS OR SCOPE OF WORK OR IF REQUESTED BY THE CONSULTANT OR THE OWNER. NO PART OF THE WORK DEALT WITH BY A SUBMITTAL SHALL BE FABRICATED BY THE CONTRACTOR, SAVE AT HIS OWN RISK, UNTIL SUCH APPROVAL HAS BEEN GIVEN. 18. IF A SUBMITTAL INDICATES A DEPARTURE FROM THE CONTRACT REQUIREMENTS, THE CONSULTANT MAY REJECT THE SUBMITTAL OR, IF HE DEEMS IT TO HAVE MERIT, MAY RECOMMEND IT TO THE OWNER, WHO SHALL APPROVE OR REJECT IT AS THE OWNER, IN ITS SOLE DISCRETION, SEES FIT. THE DEPARTURE FROM THE CONTRACT REQUIREMENTS SHALL BE FURTHER AUTHORIZED BY A CHANGE ORDER, IF A REDUCTION OR INCREASE IN THE CONTRACT PRICE IS APPROPRIATE. 19. THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS. APPROVAL OF THE CONTRACTOR'S SUBMITTALS BY THE CONSULTANT DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF COMPLYING WITH THE CONTRACT AND ALL DRAWINGS AND SPECIFICATIONS, EXCEPT AS CHANGED BY CHANGE ORDER. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEW AND CONFIRMING COMPATIBILITY OF ALL COMPONENTS IN THE EVENT OF A SUBSTITUTION. LETTERS FROM THE RELEVANT MATERIAL SUPPLIERS CONFIRMING COMPATIBILITY SHALL BE SUFFICIENT EVIDENCE OF COMPATIBILITY. 21. UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THE CONTRACT, ALL EQUIPMENT, MATERIAL, AND ACCESSORIES INCORPORATED IN THE WORK ARE TO BE NEW. 22. UNLESS SPECIFICALLY APPROVED BY THE OWNER OR REQUIRED BY THE CONTRACT, THE CONTRACTOR SHALL NOT INCORPORATE INTO THE WORK ANY MATERIALS CONTAINING ASBESTOS OR ANY MATERIAL KNOWN BY THE INDUSTRY TO BE HAZARDOUS TO THE HEALTH OF BUILDING CONSTRUCTION WORKERS, MAINTENANCE WORKERS, OR OCCUPANTS. 23. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY FOUND IN THE BUILDING INDUSTRY IN EVERY RESPECT. ALL ITEMS OF WORK SHALL BE DONE BY CRAFTSMEN OR TRADESMEN SKILLED IN THE PARTICULAR TASK OR ACTIVITY TO WHICH THEY ARE ASSIGNED. POOR OR INFERIOR WORKMANSHIP SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE SUCH THAT THE WORK CONFORMS TO THE HIGHEST QUALITY STANDARDS OF THE TRADES CONCERNED, OR OTHERWISE CORRECTED TO THE SATISFACTION OF THE CONSULTANT, THE OWNER, OR OTHER INSPECTING AUTHORITY, AS APPLICABLE. ALL WORK SHALL BE FREE OF DEFECTS RESULTING FROM THE USE OF MATERIALS, EQUIPMENT OR WORKMANSHIP, WHICH ARE DEFECTIVE, INFERIOR, OR NOT IN ACCORDANCE WITH THE TERMS OF THE CONTRACT DOCUMENTS. 24. IF THE CONTRACTOR FINDS A GROWTH ON THE MATERIALS TO BE REMOVED WHICH THEY ARE CONCERNED ABOUT, THE CONTRACTOR SHALL CONTACT THE OWNER AND A CERTIFIED INDUSTRIAL HYGIENIST TO DETERMINE PROPER CONTAINMENT, HANDLING, AND DISPOSAL TECHNIQUES INCLUDING PERSONAL PROTECTION EQUIPMENT THAT IS NEEDED. ALL MATERIALS THAT ARE PHYSICALLY DAMAGED BY A GROWTH AND ROT WILL BE REMOVED PER THE HYGIENISTS PROTOCOL. APPLICABLE CODES: ALL CONSTRUCTION WITHIN THE SPECIFIED AREA OF WORK SHALL COMPLY WITH THE 2018 INTERNATIONAL EXISTING BUILDING CODE AS ADOPTED AND AMENDED BY THE CITY OF EDMONDS. BUILDING INFORMATION: YEAR BUILT: 1978 SNOHOMISH COUNTY ASSESSOR No: 00679600010100 JOHN HENDRICK 00679600010200 MARK SCHOENER 00679600010300 WILLIAM DUNSDON 00679600020100 ELAINE GONYEA 00679600020200 JOHN ROMAN 00679600020300 ROBERT WARFIELD 00679600030100 RJGJ THOMAS TRUST 00679600030200 BARR FAMILY TRUST 00679600030300 WILLIAM KANTOR SECTION 23 TOWNSHIP 27 RANGE 03 QUARTER SE SUBDIVISION THE MAYFIELD, A CONDOMINIUM UNIT 102 TGW EQ &UND 10.0357% INT IN COM AREAS & FACS AS DESC IN DECL REC UND AFN 7811290381 AMD BY AF NOS201009030456, 201108250228, 201406110224 & 201412110248 USE: OCCUPANCY: MULTI -FAMILY RESIDENTIAL R3 CONSTRUCTION TYPE: NON-SPRINKLERED TYPE VB - GARAGE: 4145 SQFT LEVEL 1 LOBBY 909 SQFT LEVEL 2 RESIDENTIAL UNITS (3) 4932 SQFT LEVEL 3 RESIDENTIAL UNITS (3) 4932 SQFT LEVEL 4 RESIDENTIAL UNITS (3) 4932 SQFT PROJECT TEAM: OWNER: THE MAYFIELD HOMEOWNERS ASSOCIATION PRINCIPAL CONTACT: DIANNE BARR ALTERNATE CONTACT: MARILYN POLZIN BUILDING CONSULTANT: DIMENSIONAL BUILDING CONSULTANTS, LLC 626 120TH AVENUE NE, SUITE B101 BELLEVUE, WA 98005 CONTACT: ERIC RAMSING PHONE: 425-455-2046 EMAIL: eric@dimensionalbc.com GENERAL CONTRACTOR McLEOD CONSTRUCTION LLC 1115 N. 140TH ST., SEATTLE, WA 98133 CONTACT: ISEL TAMAYO PHONE: 206-786-6712 EMAIL: isel@mcleodconstruction.com 317 3rd Ave S, Edmonds WA 98020 WE ARE PROVIDING A STATEMENT TO CERTIFY THE COST OF CONSTRUCTION IS MORE THAN 5% OF THE ASSESSED VALUE OF THE RESIDENTIAL BUILDING AND THEREFORE THE CONSTRUCTION WORK IS REHABILITATIVE AS DESCRIBED IN RCW 64.55. THE UNDERSIGNED HAS PROVIDED CONSTRUCTION DRAWINGS THAT IN MY PROFESSIONAL JUDGMENT ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF RCW 64.55.030. THIRD PARTY INSPECTIONS WILL ALSO BE PROVIDED IN ACCORDANCE WITH RCW 64.55.030. WE ARE USING THE ASSESSED VALUE AS PUBLISHED BY THE KING COUNTY DEPARTMENT OF ASSESSMENTS The undersigned has provided building envelope drawings that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.020 through 64.55.090. Third party inspections will also be provided in accordance with RCW 64.55.030. THE MAYFIELD CONDOMINIUMS SHEET INDEX Sheet Number Sheet Title G-0.0 PROJECT INFORMATION G-0.1 GENERAL NOTES AND SCOPE OF WORK D-1.1 DEMO FLOOR PLAN BE-2.1 L1 - L2 FLOOR PLANS BE-2.2 L3 - L4 FLOOR PLANS BE-2.3 L5 -ROOF PLANS BE-3.1 EXTERIOR ELEVATIONS BE-3.2 EXTERIOR ELEVATIONS BE-4.0 ASSEMBLY DETAILS BE-4.1 FC PANEL DETAILS BE-4.2 LAP SIDING DETAILS BE-5.0 WINDOW DETAILS BE-5.1 DOOR DETAILS BE-5.2 FLASHING SEQUENCE BE-5.3 FLASHING DETAILS BE-6.1 DECK DETAILS BE-6.2 DECK DETAILS City Of Edmonds Building Department Work exterior alterations Address; 317 3rd ave s Owner � mayfield condos Approved Date 11/14/2022 Building Official � �. � P777t�z[L Permit Number; BLD2022-1291 (THIRD PARTY INSPECTIONS BY A ■QUALIFIED INSPECTOR TO BE CONDUCTED ■ I FOR BUILDING ENCLOSURE .Please ■provide the proper documentations) to the ■ I Building inspector upon request. OBTAIN ELECTRICAL APPROVED ALL WORK SUBJECT PERMIT FROM PLANS MUST BE TO FIELD STATE LABOR & ON JOB SITE INSPECTION FOR INDUSTRIES CODE COMPLIANCE ABBREVIATIONS A.B. ANCHOR BOLT EA. EACH N/A NOT APPLICABLE ABR ABBREVIATION E.B. EXPANSION BOLT N.T.S. NOT TO SCALE ENCL. ENCLOSURE A/C AIR CONDITIONING EQ. EQUAL ADD ADDENDUM EP ENAMEL PAINT O.C. ON CENTER EXIST. EXISTING OP'G OPENING A.F.F. ABOVE FINISH FLOOR EXT. EXTERIOR OPP. OPPOSITE ALUM. ALUMINUM OSB ORIENTED STRAND BOARD ALT ALTERNATE PL PLATE F.F. FACTORY FINISH PLB'G PLUMBING FDTN FOUNDATION PNT. PAINT BLDG BUILDING F.E. FIRE EXTINGUISHER PLYWD PLYWOOD BLK'G BLOCKING F.F. FINISH FLOOR PR. PAIR FIN. FINISH PROP. PROPERTY BOT. BOTTOM FLR FLOOR PSF POUND PER SQ. FT. FT. FEET PVMT PAVEMENT C.J. CONTROL JOINT FT'G FOOTING � CENTER LINE REINF. REINFORCED CL'G CEILING GA. GAUGE REQ. REQUIRED GLB GLU-LAM BEAM R.O. ROUGH OPENING CMU CONCRETE GWB GYPSUM WALL RS RAINSCREEN MASONRY UNIT BOARD COL. COLUMN GYP. GYPSUM CONC. CONCRETE S.A.F.F. SELF -ADHERED FLEXIBLE HGT HEIGHT FLASHING CONT. CONTINUE HORIZ. HORIZONTAL SCHED. SCHEDULE HR. HOUR S.F. SQUARE FEET d PENNY (NAILS) SIM. SIMILAR DBL DOUBLE I.B.C. INTERNATIONAL SPEC. SPECIFICATIONS DEMO DEMOLITION BUILDING SQ. SQUARE DIA. DIAMETER CODE STL STEEL DIM DIMENSION INSUL. INSULATION STOR. STORAGE INT. INTERIOR STRUCT. STRUCTURE DN DOWN JT. JOINT DR DOOR KIT. KITCHEN TEMP. TEMPORARY DTL. DETAIL T&G TONGUE AND GROOVE EA. EACH L.L. LIVE LOAD T.O.P. TOP OF PLATE E.B. EXPANSION BOLT TYP. TYPICAL ELEV. ELEVATION MAT MATERIAL UTIL. UTILITY OR ELEVATOR MAX. MAXIMUM ENCL. ENCLOSURE MECH. MECHANICAL VENT. VENTILATION EQ. EQUAL MF'R MANUFACTURER VERT. VERTICAL MIN. MINIMUM OR MINUTE VTR VENT THRU ROOF EXT. EXTERIOR MISC. MISCELLANEOUS MTL METAL W/ WITH W/O WITHOUT WC WATER CLOSET WIN WINDOW W 30.6° 317 3rd Ave S,Edmonds, WA 98020 r,cl i�l; Pt}I r�l-F�aeE�l �.� ~rL-� Lynntiwl}�d ' NEar�na Like �z� Lynnwood. _ Eti�jlor�ds �,`4oar�w�y Esp�rantie . �� hAcuntlaKe `Teff�O� al Lea ke VICINITY MAP N.T.S. SITE PLAN Al�etoa� h,�Sarl�r REFERENCE SYMBOLS A UILDING SECTION A-301 3 WALL SECTION A-301 3 A-301 DETAIL SECTION 1 � 1 WP-3.1 � .�► DETAIL CALLOUT 8 WINDOW TYPE /KEY NOTE O DOOR TYPE GR+� i'�Or�1 E71'e� ��a %AhY�N �ARii APPROVED BY PLANNING Nov 09 2022 NO PORTION OF THE RIGH-OF-WAY SHALL BE USED TO INSTALL OR STORE CONSTRUCTION MATERIALS OR CONSTRUCTION EQUIPMENT. 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. ENGINEERING DIVISION APPROVED AS NOTED J4.�,� (��.�'vi�.H..tv►.¢ 11 /08/2022 NOTE: SITE PLAN SHOWN IS FOR TYPICAL CONDITIONS. SEE ARCHITECTURAL, STRUCTURAL AND CIVIL DRAWINGS FOR ACTUAL FINAL SITE PLAN ERIC V Vt$1TVG RAMSING STATE OF WASHINGTON 01010-6 SECTION 2 -GENERAL REQUIREMENTS A. INCLUDE GENERAL CONDITIONS APPROPRIATE FOR PERFORMING THE SCOPE OF WORK ("SOW") DESCRIBED HEREIN. INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, ETC., THAT ARE NECESSARY TO PERFORM THE WORK. B. CONSIDER THE WORK WILL BE CARRIED OUT UNDER A104T"^-2017 STANDARD ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR. AIA DOCUMENT A104T""-2017 IS A STAND-ALONE AGREEMENT WITH ITS OWN INTERNAL GENERAL CONDITIONS AND IS INTENDED FOR USE ON CONSTRUCTION PROJECTS OF LIMITED SCOPE AND COMPLEXITY. C. INSURANCE. PROVIDE A SUMMARY OF INSURANCE COVERAGE TO THE CLIENT FOR REVIEW. THE MAYFIELD CONDOMINIUMS, ITS DIRECTORS, OFFICERS, AGENTS, CONSULTANTS, AND EMPLOYEES SHALL BE INCLUDED NAMED AS ADDITIONAL INSUREDS UNDER ALL POLICIES. SECTION 3 -ROOF COVERINGS NO WORK. SECTION 4 -DECKS AND WALKWAYS A. GENERAL. COORDINATE TIE OFFS TO METAL PANS AND SADDLE FLASHINGS WITH FIBER CEMENT SECTION. PRESSURE WASH, PRIME AND APPLY COLOR TOP COAT TO MATCH EXISTING. NO ADDITIONAL WORK. B. DEMOLITION. 1. GUARDRAILS. REMOVE AND DISPOSE. 2. COLUMNS/POSTS. REMOVE AND DISPOSE OF STUCCO OR TRIM. 3. WIND SCREENS. REMOVE AND STORE FOR LATER REUSE. 4. AWNINGS. REMOVE AND STORE FOR LATER REUSE. C. RESTORATION. 1. GUARDRAILS. PROVIDE AND INSTALL NEW FASCIA MOUNTED GUARDRAILS IN PICKET FENCE STYLE. GUARDRAILS MUST MEET CURRENT CODE FOR LATERAL STRENGTH, HEIGHT, AND MAXIMUM OPENING OF LESS THAN 4 INCHES. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER. 2. SADDLES. PROVIDE AND INSTALL METAL SADDLES AT ALL INTERFACES BETWEEN EAVES AND EXTERIOR WALLS. SADDLES MUST BE PROVIDED FOR BOTH TOP AND LOW CONDITIONS AT THE EAVES. SADDLES MUST BE INCORPORATED INTO THE AIR BARRIER/WRB. STRIP THE NEW SADDLES ONTO THE EXISTING WATERPROOFING WITH MANUFACTURER -APPROVED METHODS. 3. SILL PANS. PROVIDE AND INSTALL SILL PANS AT ALL NEW AND ORIGINAL EXTERIOR DOORS. SILL PANS MUST BE INCORPORATED INTO THE AIR BARRIER/WRB. STRIP THE NEW SILL PANS ONTO THE EXISTING WATERPROOFING WITH MANUFACTURER -APPROVED METHODS. 4. COLUMNS POSTS. COORDINATE THE WRAP OF THE COLUMNS WITH THE CLADDING SECTION. 5. TOP COAT. PROVIDE AND INSTALL NEW TOP COAT TO THE ENTIRE SURFACE OF ALL DECKS AND WALKWAYS, INCLUDING THE AREAS WHERE STUCCO REPLACEMENT IS NOT SCHEDULED. INCLUDE PRESSURE WASHING, PRIMER AND TOP COAT. INCLUDE THE FIELD PREPARATION AND TESTING OF 3 ADHESION TESTS. COORDINATE WITH THE PROJECT ARCHITECT/PROJECT ENGINEER. 6. AWNINGS. REINSTALL ORIGINAL AWNINGS AS PER ORIGINAL LAYOUT. 7. WIND SCREENS. REINSTALL ORIGINAL SCREENS AS PER ORIGINAL LAYOUT. MATERIALS: 1. GUARDRAILS. POWDER COATED ALUMINUM IN STANDARD BLACK COLOR. VISTA RAIL, OR APPROVED EQUAL. 2. SADDLE AND SILL PAN FLASHINGS. 24 GA. GALVANIZED SHEET METAL, FULLY SOLDERED JOINTS, BONDERIZED FOR INCORPORATION INTO THE DECK COATING. 3. CAULKING AND REINFORCING TAPE. AS APPROVED BY THE COATING MANUFACTURER. 4. TOP COAT. TO MATCH EXISTING. AS CONFIRM BY COMPATIBILITY TEST AND ADHESION TEST. COLOR TO MATCH EXISTING. STANDARDS AND WARRANTIES. 1. STANDARDS. THE INSTALLATION OF NEW MATERIALS MUST BE IN GENERAL CONFORMANCE WITH THE APPLICABLE CODE AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE MANUFACTURERS. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. 2. WORKMANSHIP WARRANTY. 2-YEAR LABOR/WORKMANSHIP WARRANTY BY THE INSTALLERS. 3. MATERIALS WARRANTY. MATERIAL WARRANTIES MUST BE FULLY TRANSFERABLE TO THE OWNER. PROVIDE A SAMPLE WARRANTY FOR REVIEW. SECTION 5 -EXTERIOR PLASTER CEMENT REPLACEMENT ("STUCCO") A. C. !] COORDINATION. COORDINATE ALL WORK WITH OTHER TRADES INCLUDING BUT NOT LIMITED TO FIBER CEMENT SIDING, FIBER CEMENT PANELS, SHEET METAL WORK, TRAFFIC COATING, WINDOW/DOOR, GUARDRAILS, INTERIOR WORK, ETC. APPLICABILITY OF SCOPE OF WORK. THE EXISTING STUCCO SHALL BE REMOVED AND REPLACED AT THE FOLLOWING ELEVATIONS OF THE BUILDING: ❑ NORTH ELEVATION: 100% ❑ SOUTH ELEVATION: 100% ❑ WEST ELEVATION: 100% ❑ EAST RECESSED COVERED WALLS: TO REMAIN. DEMOLITION: AT THE AREAS NOTED ABOVE, PROPERLY REMOVE AND LEGALLY DISPOSE OF THE FOLLOWING: 1. EXTERIOR PLASTER CEMENT ("STUCCO"), WEATHER BARRIERS, FLEXIBLE FLASHINGS, METAL SCREEDS, AND METAL FLASHINGS. 2. EXTERIOR PLYWOOD SHEATHING AND INSULATION. EXAMINE THE EXISTING PLYWOOD SHEATHING FOR EVIDENCE OF DAMAGE. PERFORM ANY REPAIRS IN COMPLIANCE WITH CURRENT BUILDING CODE. PROVIDE WOOD BLOCKING AT EXTERIOR SHEAR WALLS IN COMPLIANCE WITH ORIGINAL STRUCTURAL DRAWINGS. COORDINATE ALL WORK WITH THE PROJECT ENGINEER. REFER TO THE ALLOWANCE SECTION OF THIS DOCUMENT. 3. EXTERIOR WALL FRAMING. WHERE THE EXTERIOR PLYWOOD SHEATHING HAS BEEN REMOVED DUE TO DAMAGE, EXAMINE THE EXISTING INSULATION AND WOOD STRUCTURE FOR EVIDENCE OF DAMAGE. COORDINATE ALL WORK WITH THE PROJECT ENGINEER. PERFORM ANY REPAIRS IN COMPLIANCE WITH CURRENT BUILDING CODE. REFER TO THE ALLOWANCE SECTION OF THIS DOCUMENT. 4. VINYL WINDOWS AND VINYL PATIO DOORS. REMOVE AND DISPOSE. WINDOWS AND EXTERIOR DOORS LOCATED AT EAST ELEVATION (WHERE STUCCO IS SCHEDULED TO REMAIN) ARE TO REMAIN IN PLACE. 5. STORAGE DOORS. CAREFULLY REMOVE, FLASH AND REINSTALL. 6. DECK GUARDRAILS. REMOVE AND DISPOSE. 7. INTERIOR NAIL POPS AND MINOR CRACKING. SOME NAIL POPS AND HAIRLINE CRACKING MAY DEVELOP DURING THE DEMOLITION OF THE STUCCO, AND INSTALLATION OF NEW SHEATHING AND SIDING. INCLUDE AS AN ALLOWANCE, PROVISIONS FOR INTERIOR DRYWALL TOUCH UP, MINOR CAULKING, AND PRIMING. INTERIOR PAIN BY OWNER. COORDINATE ALL WORK WITH THE OWNER AND THE RESIDENTS. REFER TO THE ALLOWANCE SECTION OF THIS DOCUMENT. 8. ADDITIONAL DEMOLITION NOTES: a. THE FOLLOWING ELEMENTS ARE TO BE CAREFULLY REMOVED AND STORED FOR REUSE: 1. DOWNSPOUTS 2. ELECTRICAL FIXTURES 3. DECK WIND SCREENS 4. DECK AWNINGS 5. METAL CAP, AT ROOF TRANSITION b. THE FOLLOWING ELEMENTS ARE TO REMAIN AND BE CAREFULLY PROTECTED FOR REUSE: 1. HOSE BIBS. 2. ELECTRIC OUTLETS. 3. LOW VOLTAGE FIXTURES/PANELS. 4. GAS/HVAC LINES. 5. GARAGE DOOR. 6. ENTRY DOOR. 7. MAILBOX AND INTERCOM. 8. BRICK, MASONRY AND EXPOSED CONCRETE. RESTORATION: 1. EXTERIOR FRAMING. COORDINATE WITH THE PROJECT ENGINEER. THE INTENT IS TO REPLACE ANY DAMAGED FRAMING IN LIKE KIND, IF ALL POSSIBLE. TREAT WITH A WOOD PRESERVATIVE 100% OF ALL FRAMING THAT IS EXPOSED BY SHEATHING REMOVAL. COORDINATE WITH ALLOWANCE SECTION. 2. EXTERIOR PLYWOOD SHEATHING. WHERE REMOVED DUE TO DAMAGE, PROVIDE AND INSTALL NEW NOMINAL'/z INCH EXTERIOR GRADE PLYWOOD 3. SHEATHING, INSTALLED WITH 8D COMMON NAILS AT 6 INCHES ON CENTER AT THE EDGE AND ON INTERMEDIATE STUDS, OR AS REQUIRED BY THE ORIGINAL STRUCTURAL DRAWINGS. WHEN IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. COORDINATE WITH ALLOWANCE SECTION. 4. EXTERIOR FIRE RATED GYPSUM SHEATHING. PROVIDE AND INSTALL 5/8 INCH EXTERIOR GRADE GYPSUM SHEATHING IN ALL AREAS WHERE STUCCO WAS REMOVED. SECURE THE SHEATHING WITH 11 GA ROOFING NAILS SPACED AT 6 INCHES ON CENTER AT THE EDGE AND 12 INCHES ON CENTER AT THE FIELD. NAILS MUST PENETRATE INTO WOOD SUBSTRATE (SHEATHING AND FRAMING) BY 1.5 INCHES. 5. WEATHER BARRIER AND FLASHINGS. REFER TO THE FIBER CEMENT CLADDING SECTION. 6. CLADDING. REFER TO THE FIBER CEMENT CLADDING SECTION. 7. PAINTING. PRESSURE WASH, CAULK, PRIME AND PAINT STUCCO SCHEDULED TO REMAIN. E. MATERIALS: 5. EXTERIOR CAULKING: MASTERSEAL NP-150, PAINTABLE HYBRID SEALANT, OR EQUAL. 6. PAINT: WATERBORNE 100% ACRYLIC EXTERIOR PAINTS. SHERWIN WILLIAMS A-100, KELLY-MORE ACRY SHIELD, OR OTHER SIMILAR. F. STANDARDS AND WARRANTIES. 4. STANDARDS. THE INSTALLATION OF NEW MATERIALS MUST BE IN GENERAL CONFORMANCE WITH THE APPLICABLE CODE, THE RECOMMENDATIONS AND REQUIREMENTS OF THE MANUFACTURERS, THE AMERICAN PLYWOOD ASSOCIATION, AND THE GYPSUM ASSOCIATION. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. 5. WORKMANSHIP WARRANTY. 2-YEAR LABOR/WORKMANSHIP WARRANTY BY THE INSTALLERS. 6. MATERIALS WARRANTY. MATERIAL WARRANTIES MUST BE FULLY TRANSFERABLE TO THE OWNER. PROVIDE A SAMPLE WARRANTY FOR REVIEW. SECTION 6 -WINDOWS AND EXTERIOR DOORS. A. GENERAL 1. COORDINATE ALL WORK WITH THE STUCCO, FIBER CEMENT CLADDING, AND INTERIOR WORK. 2. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS INCLUDING INSTALLATION INSTRUCTIONS, INTERFACE TO METAL AND/OR FLEXIBLE FLASHINGS, FASTENING OF UNITS, SHIMMING REQUIREMENTS, PLUMB/LEVEL/SQUARE REQUIREMENTS, AND TRANSITIONS TO OTHER EXTERIOR WALL COMPONENTS. SHOP DRAWINGS MUST BE FORWARDED TO THE PROJECT ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. 3. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE PROJECT ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. B. DEMOLITION 1. WINDOWS AND EXTERIOR DOORS. ALL EXISTING WINDOWS AND EXISTING PATIO DOORS WITHIN THE AREAS OF WORK SHALL BE REMOVED AND PROPERLY DISCARDED. 2. FLASHINGS. ALL EXISTING FLEXIBLE AND METAL FLASHINGS AT WINDOWS AND EXISTING DOORS WITHIN THE AREAS OF WORK SHALL BE REMOVED AND PROPERLY DISCARDED. 3. HARDWARE. ALL EXTERIOR DOORS HARDWARE WITHIN THE AREA OF WORK TO BE REMOVED AND PROPERLY DISCARDED. C. RESTORATION. 1. EXAMINE THE EXISTING WOOD FRAMING AND ENSURE A PROPER CLEARANCE EXISTS TO RECEIVE THE NEW WINDOW/DOOR UNITS. ANY REPAIRS TO THE EXISTING FRAMING SHALL BE CHARGED AGAINST THE ALLOWANCES. 2. PROVIDE AND INSTALL NEW FLEXIBLE FLASHINGS AT THE PROPERLY -PREPARED ROUGH OPENING OF WINDOWS AND EXTERIOR DOORS. COORDINATE WITH THE FIBER CEMENT CLADDING SECTION. 3. AT THE EXTERIOR DOORS, THE ROUGH OPENINGS MUST BE DETAILED WITH A METAL SILL PAN AND INTEGRATED INTO THE DECK WATERPROOFING MATERIALS. 4. WINDOW AND PATIO DOOR UNITS. PROVIDE AND INSTALL NEW NAIL -FIN VINYL FRAMED WINDOWS AND EXTERIOR PATIO DOORS TO BEST MATCH EXISTING CONFIGURATION AND OPERATION. ALL GLASS MUST BE LOW E AS PER CURRENT CITY REQUIREMENTS. ALL LOW CLEARANCE GLASS AND EXTERIOR DOOR GLASS MUST BE SAFETY (TEMPERED) GLASS. U VALUES OF THE NEW WINDOW/DOOR UNITS MUST MEET THE 2018 ENERGY CODE. WINDOWS AND EXTERIOR DOORS MUST BE LABEL WITH NFRC CERTIFIED U VALUE. ALL WINDOWS AND EXTERIOR DOORS MUST BEAR AN AAMA LABEL INDICATING MANUFACTURER'S PERFORMANCE FOR STRUCTURAL AND WATER PENETRATION RESISTANCE IN ACCORDANCE WITH LOCAL PRESSURES FOR 110 MPH (FIELD TESTING CRITERIA). 5. DESIGN CRITERIA FOR WINDOWS AND PATIO DOORS: a. DESIGN PRESSURE: MINIMUM DP30 b. U VALUE: MAXIMUM 0.30 c. SHGC VALUE: 0.7 OR BETTER. 6. INSTALLATION. INSTALL THE WINDOWS AND EXTERIOR PATIO DOORS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER. SET THE UNITS IN MANUFACTURER -APPROVED SHIMS AT 3 INCHES FROM EACH OF THE CORNERS, SHIM AT EACH VERTICAL MEMBER, AND SHIMS AT EVERY 6 INCHES IN BETWEEN; ALL SHIMS MUST BE HIGH -MODULUS (NON -COMPRESSIBLE) SYNTHETIC MATERIAL. FASTEN THE UNITS WITH MANUFACTURER'S APPROVED NAILS OR SCREWS, BUT PROVIDE NO LESS THAN A FASTENER WITHIN 3 INCHES OF THE LOWER CORNERS, AND AT EVERY OTHER PRE -PUNCHED HOLE THEREAFTER. DO NOT NAIL THE HEADER. USE A FASTENER AND OVERSIZED WASHERS OR CLIPS TO SECURE THE HEADER, AS RECOMMENDED BY THE MANUFACTURER. SET ALL UNITS INTO A CONTINUOUS BEAD OF SEALANT IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. ADJUST THE UNITS FOR SMOOTH OPERATION. FOLLOW GENERAL GUIDELINES ESTABLISHED IN ASTM E2112, AND AAMA STANDARDS. VERIFY ALL UNITS ARE PLUMBED, LEVELED AND SQUARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUFACTURER. 7. WINDOWS -ADDITIONAL NOTES. PROVIDE MANUFACTURER'S FRESH AIR VENTS AT WINDOWS AND PATIO DOORS, ONE PER LIVING AREA. WHERE OPERABLE SECTIONS OF THE WINDOWS ARE WITHIN 36" OF THE FLOOR, THE WINDOW OPENING SHALL NOT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHEN THE WINDOW IS IN ITS LARGEST OPENED POSITION. WINDOW MANUFACTURER TO PROVIDE WINDOW UNITS WITH REQUIRED LIMITING DEVICE. SAFETY GLAZING FOR HAZARDOUS LOCATIONS SHALL BE PROVIDED PER CURRENT BUILDING CODE. 8. CAREFULLY TRIM THE PERIMETER OF THE INTERIOR DRYWALL WINDOW AND EXTERIOR DOOR LINERS AS NECESSARY TO ACCOMMODATE THE ADDITIONAL THICKNESS OF THE EXTERIOR GYPSUM SHEATHING AND DIFFERENCE IN WINDOW/DOOR FRAME THICKNESS. ASSUME THE TRIMMING WILL BE APPROXIMATELY 5/8 INCH. FILL IN WITH INTERIOR GRADE WOOD, PRIME, AND CAULK. 9. FIELD TESTING. FIELD TESTING OF A REPRESENTATIVE SAMPLE OF INSTALLED WINDOWS AND DOORS MUST BE CARRIED OUT TO VERIFY ADEQUATE RESISTANCE TO WATER PENETRATION. TESTING MUST BE IN GENERAL COMPLIANCE WITH ASTM E-1105. THE FIELD PRESSURES WILL BE 2/3 OF THE DECLARED MANUFACTURER'S RATING, BUT NOT LESS THAN 15% OF THE APPLICABLE WINDOW/DOOR PRESSURE FOR THE PROJECT. CONTRACTOR TO INCLUDE PRICING TO SUPPORT THE FIELD WATER TESTING OF 4 INSTALLED WINDOWS AND 2 INSTALLED PATIO DOORS BY A THIRD PARTY TESTING AGENCY. INCLUDE THE COST TO HAVE A PORTION OF THE INTERIOR FINISHES REMOVED AND RESTORED TO ALLOW FOR INSPECTION DURING THE TESTING, COORDINATION, CONSTRUCTION OF TEMPORARY ENCLOSURES, ACCESS TO THE AREA OF WORK, PROTECTION TO INTERIOR OCCUPIED SPACES, REMOVAL OF INTERIOR BLINDS/CURTAINS, AND IN SUM, ALL TASKS NECESSARY FOR THE SUCCESSFUL EXECUTION AND COMPLETION OF THE TESTING. D. MATERIALS: o INTERIOR CAULKING: PAINTABLE ACRYLIC LATEX. DAP ALEX OR EQUAL. o EXTERIOR CAULKING. MASTERSEAL 150. o SHEET METAL -EXPOSED: G90 GALVANIZED AND KYNAR FINISH. o SHEET METAL -NOT EXPOSED: G90 GALVANIZED, PRE -PRIMED. o SILL PANS - G90 GALVANIZED, PRE -PRIMED. o FLEXIBLE FLASHINGS: BUTYL BASED AS APPROVED BY THE WRB MANUFACTURER. o WINDOWS AND EXTERIOR PATIO DOORS: MILGARD TUSCANY, VPI ENDURANCE SERIES, WITH NAIL FINS. ALL TO MATCH EXISTING SIZE, OPERATION, AND CONFIGURATION. STANDARD WHITE COLOR. E. STANDARDS. THE INSTALLATION OF ANY AND ALL WINDOWS AND EXTERIOR DOORS MUST BE IN STRICT COMPLIANCE WITH THE BUILDING CODE, AND RECOMMENDATIONS AND REQUIREMENTS OF THE MANUFACTURERS. BOTH THE CODE AND MANUFACTURER REQUIRE WIDOWS BE INSTALLED IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS SET FORTH BY AAMA, AND APPLICABLE ASTM STANDARDS SUCH AS ASTM E2112. THE NEW WINDOW/DOOR UNITS MUST BE INSTALLED IN STRICT COMPLIANCE WITH PUBLISHED INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE WINDOW MANUFACTURER INCLUDING BUT NOT LIMITED TO PLUMB, LEVEL, SQUARE, INSTALLED OVER PROPER SILL BLOCKING, PROPER SHIMMING, PROPERLY FASTENED, ETC. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE MANUFACTURER'S SPECIFICATIONS AND CODE PROVISIONS. THE FINAL WINDOW/DOOR INSTALLATION MUST HAVE AS A MINIMUM, THE MANUFACTURER'S STANDARD OF 10 YEARS MATERIAL WARRANTY, AND 2 YEAR LABOR/WORKMANSHIP WARRANTY BY THE INSTALLERS. SECTION 7 -FIBER CEMENT CLADDING A. GENERAL 1. ELECTRICAL. COORDINATE ANY AND ALL DEMOLITION WORK WITH THE ELECTRICAL TRADE, PARTICULARLY AS IT PERTAINS TO WORK AT THE SOUTHWEST CORNER OF THE BUILDING. 2. COORDINATE ALL WORK WITH THE WINDOWS/DOORS, HARDSCAPE AND INTERIOR WORK. REFER TO THE AREAS OF WORK ILLUSTRATED IN THE DRAWINGS. 3. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE SHEET METAL PROFILES, AND EXTERIOR WALL TRANSITIONS. SHOP DRAWINGS MUST BE FORWARDED TO THE PROJECT ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. 4. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE PROJECT ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. B. DEMOLITION 1. REFER TO THE STUCCO, WINDOWS AND DECK SECTIONS. C. REPAIRS 1. WINDOWS AND EXTERIOR DOORS. REFER TO THE WINDOW AND DOOR SECTION. 2. WRB. PROVIDE AND INSTALL NEW AIR BARRIER/WRB, FLASHINGS AND SHEET METAL TRIMS/FLASHINGS TO HAVE CONTINUOUS AND WEATHER LAPPED ENVELOPE WITHIN THE AREAS OF WORK. ENSURE ALL WALL PENETRATIONS ARE PROPERLY TREATED TO PREVENT AIR LEAKAGE AND WATER INTRUSION. INSTALL IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER. 3. FC PANEL INSTALLATION. PROVIDE AND INSTALL NEW 5/16 INCH THICK FIBER CEMENT PANEL IN SMOOTH FINISHES. INSTALL THE SIDING IN STRICT COMPLIANCE WITH THE PUBLISHED INSTALLATION INSTRUCTIONS OF THE MANUFACTURER, INCLUDING MANUFACTURER'S APPROVED METAL TRIMS, FASTENERS, PILOT HOLES, FILLERS, ETC. TO BEST MATCH EXISTING CLADDING SYSTEM. NAIL HEADS MUST BE SLIGHTLY DEPRESSED FROM THE SURFACE OF THE PANEL, BUT NOT OVERDRIVEN. 4. FC LAP INSTALLATION. PROVIDE AND INSTALL NEW 5/16 INCH THICK BY 6 INCH EXPOSURE FIBER CEMENT LAP SIDING IN SMOOTH FINISHES. INSTALL IN SINGLE RUN, WITHOUT BUTT JOINTS. CAULK ALL TERMINATIONS. INSTALL THE SIDING IN STRICT COMPLIANCE WITH THE PUBLISHED INSTALLATION INSTRUCTIONS OF THE MANUFACTURER, INCLUDING MANUFACTURER'S APPROVED METAL TRIMS, FASTENERS, PILOT HOLES, FILLERS, ETC. TO BEST MATCH EXISTING CLADDING SYSTEM. USE THE BLIND NAILING APPLICATION. 5. FC TRIM. PROVIDE AND INSTALL NEW 5/4 INCH THICK FIBER CEMENT TRIM AT POSTS, EXTERIOR CORNERS AND AT METAL CAP. INSTALL IN SINGLE RUN, WITHOUT BUTT JOINTS WHENEVER POSSIBLE. ALL CUTS TO BE 45 DEGREE IN WATER -CUT MANNER, AND BLIND CAULKED. INSTALL THE SIDING IN STRICT COMPLIANCE WITH THE PUBLISHED INSTALLATION INSTRUCTIONS OF THE MANUFACTURER, INCLUDING MANUFACTURER'S APPROVED FASTENERS, PILOT HOLES, FILLERS, ETC. 6. METAL HEAD FLASHINGS. PROVIDE AND INSTALL SHEET METAL FLASHINGS AT THE TOP OF ALL WINDOWS, EXTERIOR DOORS AND AT CHANGES IN PLANE. THE METAL FLASHINGS SHALL BE MANUFACTURED FROM 26 GA. G90 GALVANIZED, KYNAR FACTORY -PREPRINTED SHEET METAL. PROVIDE FOLDED END DAMS AT ALL TERMINATIONS. ALL OVERLAPS MUST BE 2 INCHES AND FULLY CAULKED. 7. CAULKING. PROVIDE AND INSTALL CAULKING AT THE TRANSITION BETWEEN THE SIDING ELEMENTS AND DISSIMILAR MATERIAL. THE SEALANT MUST BE MEDIUM -MODULUS, NON -STAINING, AND PAINTABLE. APPLY THE CAULKING IN A CONTINUOUS, NEAT AND SMOOTH MANNER. DO NOT APPLY CAULKING AT LOCATIONS WHERE THE FC PANELS ABUT HORIZONTAL AND VERTICAL METAL TRIMS. DO NOT APPLY CAULKING AT HORIZONTAL TRANSITIONS TO SHEET METAL HEAD FLASHINGS. 8. SEAL AT HORIZONTAL METAL TRIMS. APPLY CAULKING END DAM AT ALL TERMINATIONS OF HORIZONTAL METAL TRIMS, TO DIVERT WATER RUNOFF TO THE EXTERIOR OF THE ASSEMBLY. PROVIDE 28 GA STOCK ALUMINUM BACKING PLATE AT ALL HORIZONTAL METAL TRIM BUTT JOINTS, SET IN SEALANT. 9. TIE -OFFS. WHERE THE NEW WRB ABUTS THE EXISTING WRB (TIE -OFF AREA), SUCH TRANSITION MUST BE MADE WEATHER -TIGHT BY MEANS OF PROVIDING A POSITIVE, WATER -SHEDDING LAP AND TAPES BETWEEN THE WRB ELEMENTS. THE LAPS MUST BE NOT LESS THAN 6 INCHES AND FULLY TAPED WITH APPROVED MATERIALS. 10. PAINT. ALL FC PANELS AND FC LAP ELEMENTS ARE FACTORY PRE -PRIMED AND MUST BE FIELD PAINTED WITH AMANUFACTURER-APPROVED ACRYLIC PAINT. ALL END CUTS ARE TO BE FIELD PRIMED, AND IF EXPOSED MUST ALSO BE PAINTED. PAINT SHALL BE APPLIED IN 2 COATS PER THE NEW COLOR SCHEME. INCLUDE SIX (6) COLOR DRAWS AND (2) MOCKUPS OF PAINT APPLICATION METHODS, FOR REVIEW BY OWNER. REFER TO SCHEMATIC COLOR RENDERING PROVIDED IN THE PLANS. 11. INTERIOR REPAIRS. REFER TO THE INTERIOR WORK SECTION OF THIS SCOPE. 12. INSTALLATION STANDARDS. INSTALL FC PANELS, FC LAP, AIR BARRIER/WRB, SHEET METAL TRIMS, SHEET METAL FLASHINGS, FLEXIBLE FLASHINGS, SEALANTS, CAULKING AND RELATED COMPONENTS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER, AND THE APPROVED DESIGN DOCUMENTS. INSTALL THE SHEET METAL FLASHINGS IN GENERAL CONFORMANCE WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTORS ASSOCIATION (SMACNA) STANDARDS AS THEY MAY BE APPLICABLE FOR THIS PROJECT. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. 13. WORKMANSHIP WARRANTY. THE INSTALLER SHALL GUARANTEE ALL WORK FOR A PERIOD OF TWO (2) YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK. 14. MATERIALS WARRANTY. THE WARRANTY SHALL BE IN EFFECT IMMEDIATELY FOLLOWING THE DATE OF SUBSTANTIAL COMPLETION. MATERIAL WARRANTIES SHALL COMPLY WITH THE DESIGN AND CONTRACT DOCUMENTS AND MUST BE FULLY TRANSFERABLE TO THE OWNER. PROVIDE A SAMPLE WARRANTY FOR REVIEW BY THE OWNER. 15. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE CODE PROVISIONS. THE FINAL INSTALLATION MUST BE WEATHER -PROOFED. D. SUMMARY OF MATERIALS. 1. FC PANEL: HARDIEPANEL, 5/16 INCH THICK, SMOOTH SURFACE. 2. FC LAP SIDING: HARDIEPLANK, 5/16 INCH THICK IN 6 INCH EXPOSURE, SMOOTH SURFACE. 3. FC PANEL METAL TRIMS: BY TAMLYN OR OTHER SIMILAR AS APPROVED BY SUBMITTAL PROCESS, AS FOLLOWS: a. OUTSIDE CORNER: XORC b. INSIDE CORNER: XICP c. PANEL STANDARD HORIZONTAL Z: XZH d. VERTICAL BEAD REVEAL: BRV 4. EXTERIOR CAULKING: MASTERSEAL NP150 SEALANT, PAINTABLE. 5. FC PANEL FASTENERS: 0.091-INCH SHANK X 0.225-INCH HEAD DIAMETER X 2-INCH LONG STAINLESS RING SHANK NAIL, INSTALLED 4 INCHES AT EDGE AND 8 INCHES AT FIELD. OTHER NAIL COMBINATIONS ARE ALSO ACCEPTABLE PROVIDED THEY CONFORM TO ESR-1844, JAMES HARDIE BUILDING PRODUCTS EVALUATION REPORT. 6. FC LAP FASTENERS: 0.091-INCH SHANK X 0.225-INCH HEAD DIAMETER X 2-INCH LONG STAINLESS RING SHANK NAIL, INSTALLED AT EACH WOOD STUD NOT TO EXCEED 24 INCHES ON CENTER. OTHER NAIL COMBINATIONS MAY ALSO ACCEPTABLE PROVIDED THEY CONFORM TO ESR-1844, JAMES HARDIE BUILDING PRODUCTS EVALUATION REPORT. 7. WRB/AIR BARRIER: HENRY (FORTIFIBER) WEATHERSMART DRAINABLE, OR OTHER DRAINABLE MATERIAL AS APPROVED BY SUBMITTAL PROCESS. 8. FLEXIBLE SELF -ADHERING FLASHINGS: AS APPROVED BY THE WRB/AIR BARRIER MANUFACTURER. SINGLE SOURCE AS MUCH AS POSSIBLE. 9. SEAM TAPES: AS APPROVED BY THE WRB/AIR BARRIER MANUFACTURER. SINGLE SOURCE AS MUCH AS POSSIBLE. 10. SMALL PENETRATION FLASHINGS: PREMANUFACTURED FLASHINGS BY QUICKFLASH, LIQUIFLASH, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. 11. EXTERIOR FC PAINT: WATERBORNE 100% ACRYLIC EXTERIOR PAINTS. SHERWIN WILLIAMS A-100, KELLY-MORE ACRY SHIELD, OR OTHER SIMILAR. SECTION 8 -ALTERNATES PROVIDE PRICING FOR THE FOLLOWING ALTERNATES: 1. GUARDRAILS. PROVIDE AND INSTALL NEW GLASS PANEL RAILING IN LIEU OF THE SPECIFIED PICKET -STYLE RAILING. ALL METAL TO BE ALUMINUM POWDER COATED. GLASS: SAFETY GLASS PER MANUFACTURER, IN CLEAR COLOR. 2. MANUFACTURED STONE. PROVIDE AND INSTALL NEW MANUFACTURED STONE OVER 2-COAT REINFORCED PLASTER CEMENT, IN LIEU OF THE SPECIFIED FIBER CEMENT LAP SIDING. ASSUME ECHO RIDGE PRO -FIT ALPINE LEDGESTONE MANUFACTURED BY CULTURED STONE, OR SIMILAR. PROVIDE EXPANSION JOINTS AT FLOORLINES FOR THE PLASTER, AND AS RECOMMENDED BY THE STONE MANUFACTURER. SECTION 9 -ALLOWANCES 1. EXTERIOR PLYWOOD SHEATHING. PROVIDE AN ALLOWANCE TO REMOVE AND REPLACE UP TO 25% OF EXTERIOR PLYWOOD SHEATHING. ALLOWANCE SHALL BE CALCULATED TO INCLUDE LABOR, MATERIALS, BURDEN, AND TAXES. CHARGES AGAINST THE ALLOWANCES. 2. FRAMING. INCLUDE AN ALLOWANCE OF $50,000 TO REMOVE AND REPLACE, OR RESTORE IN PLACE DAMAGED WOOD FRAMING. 3. INTERIOR NAIL POPS AND MINOR CRACKING. INCLUDE AN ALLOWANCE FOR MINOR REPAIRS TO ADDRESS NAIL POPS AND HAIRLINE CRACKS CAUSED BY THE WORK. ALLOW $300 PER UNIT. RESTORE AFFECTED INTERIOR AREAS TO PAINT -READY. PAINT BY OWNER. 4. LANDSCAPE. INCLUDE AN ALLOWANCE TO CAREFULLY TRIM OR RESTORE EXISTING LANDSCAPE AND SHRUBBERY AS IT MAY BE AFFECTED BY THE WORK. SECTION 10. CLARIFICATIONS 1. PAINT. IT IS THE OWNERS DESIRE TO CHANGE THE COLOR SCHEME OF THE ENTIRE BUILDING AND THOSE ELEMENTS IN CONTACT WITH AND CONTIGUOUS TO THE STUCCO, CONCRETE AND MASONRY CURRENTLY PAINTED. NEW PAINT IS EXPECTED TO BE APPLIED TO THE NEW SIDING AND TRIM, STUCCO THAT IS TO REMAIN AT THE EAST WALKWAYS, SOFFITS, BRICK, AND EXPOSED CONCRETE. PAINT IS NOT TO BE APPLIED TO MAIN ENTRY DOORS, AND AT INTERIOR OF STAIRWELLS. SECTION 11 -ADMINISTRATIVE FEES 1. THE TOTAL COST OF CONSTRUCTION MUST INCLUDE ALL STATE AND CITY TAXES. 2. PERMIT FEES. INCLUDE A 1.5% FEE BASED ON THE PRE-TAX CONSTRUCTION COST TO PAY FOR THE CONSTRUCTION PERMITS AND STREET PERMITS. ERIC VIPHNG RAMSING STATE OF WASHINGTON u J t 0 L 0 C J L u 0 u 2 13 — — f 2 13 — — 2 13 8 7 I 6 �'I O 4 2 O � I 112 � �I 8 7 5 3 TY P I CAL DEMOLITION FLOOR PLAN — �A 8 7 I �"'� — — — � O 6 O 4 2 O � � 8 7 5 3 ROOF FASCIA DEMOLITION PLAN KEY NOTES EXISTING STUCCO/ WINDOWS TO BE REMOVED AND REPLACED PER ELEVATIONS � EXISTING STUCCO TO REMAIN O CLEAN (PRESSURE WASH) EXISTING DECK COATING AND SPOT RECOAT AS NEEDED O REMOVE EXISTING RAILING O REMOVE EXISTING CEMENT PLASTER (STUCCO) TYPICAL O CLEAN (PRESSURE WASH) EXISTING SOFFIT /PREP /PRIME AND PAINT O REMOVE EXISTING PARAPET CEMENT PLASTER (STUCCO) OREMOVE AND RETAIN EXISTING PARAPET METAL CAP AND PRESERVE FOR RE —INSTALLATION O REMOVE EXISTING WINDOWS (TYPICAL) O REMOVE EXISTING SLIDING GLASS DOOR OREMOVE AND RETAIN EXISTING STORAGE ROOM DOOR 9 AND FRAME AND HARDWARE —PRESERVE FOR RE —INSTALLATION — CLEAN DOOR AND FRAME /PREP /PRIME AND PAINT 10 EXISTING DOOR TO REMAIN (TYPICAL) 11 EXISTING WINDOW TO REMAIN (TYPICAL) 12 RETAIN EXISTING EXIT DOOR AND HARDWARE —PROTECT FROM DAMAGE CLEAN DOOR AND FRAME /PREP /PRIME AND PAINT 13 RETAIN EXISTING DECK FASCIA AND PROTECT FROM DAMAGE 14 REMOVE AND RETAIN EXISTING GLASS AND ALUMINUM WINDSCREEN —PRESERVE FOR RE —INSTALLATION 15 CLEAN (POWER WASH) EXISTING CONCRETE /PRIME AND PAINT 16 CLEAN (POWER WASH) EXISTING BRICK VENEER /PRIME AND PAINT 17 CLEAN (POWER WASH) EXISTING LOUVER VENT /PRIME AND PAINT ERIC�KING RAMSING STATE OF WASHINGTON w O z O J z 0 W z W m O 0 0 Z W H Z H W �_ 2 H J J ca O U .� 00 c� O .� N �_ N N O N L .T 0 U 8 7 6 � I I 15 15 15 �- -�-- 16 O 4 16 � - - - - - � - - 8 L1 - C COO ��,� L2 -FLOOR PLAN KEY NOTES O CLEAN (PRESSURE WASH) EXISTING DECK COATING AND SPOT RECOAT AS NEEDED O REMOVE EXISTING RAILING O CONSTRUCT NEW FC PANEL, TYPICAL O CLEAN (PRESSURE WASH) EXISTING SOFFIT /PREP /PRIME AND PAINT OREMOVE AND RETAIN EXISTING PARAPET METAL CAP AND PRESERVE FOR RE -INSTALLATION O7 INSTALL NEW WINDOWS (TYPICAL) O INSTALL NEW SLIDING GLASS DOOR REMOVE AND RETAIN EXISTING STORAGE ROOM DOOR O AND FRAME AND HARDWARE -PRESERVE FOR RE -INSTALLATION - CLEAN DOOR AND FRAME /PREP /PRIME AND PAINT 10 EXISTING DOOR TO REMAIN (TYPICAL) 11 EXISTING WINDOW TO REMAIN (TYPICAL) 12 RETAIN EXISTING EXIT DOOR AND HARDWARE -PROTECT FROM DAMAGE CLEAN DOOR AND FRAME /PREP /PRIME AND PAINT 13 RETAIN EXISTING DECK FASCIA AND PROTECT FROM DAMAGE 14 REMOVE AND RETAIN EXISTING GLASS AND ALUMINUM WINDSCREEN -PRESERVE FOR RE -INSTALLATION 15 CLEAN (POWER WASH) EXISTING CONCRETE /PRIME AND PAINT 16 CLEAN (POWER WASH) EXISTING BRICK VENEER /PRIME AND PAINT 17 CLEAN (POWER WASH) EXISTING LOUVER VENT/ PRIME AND PAINT 18 REINSTALL RETAINED EXISTING STORAGE ROOM DOOR, FRAME AND HARDWARE -CLEAN DOOR AND FRAME /PREP /PRIME AND PAINT 19 REINSTALL RETAINED EXISTING GLASS AND ALUMINUM WINDSCREEN 20 INSTALL NEW FC LAP SIDING OVER NEW GWB SHEATHING :VJ ERIC WLG$VG RAMSING STATE OF WASHINGTON w J Q U O U J J a--� c ca �. O U .� m cB c O .� c �_ N N O N .� O U L3 - FL 00 R PLAN (SHOWN FOR REFERENCE) 0 0 0 .� L4 - FL 00 R PLAN (SHOWN FOR REFERENCE) .J J KEY NOTES O CLEAN (PRESSURE WASH) EXISTING DECK COATING AND SPOT RECOAT AS NEEDED O4 CLEAN (PRESSURE WASH) EXISTING SOFFIT /PREP /PRIME AND PAINT 10 EXISTING DOOR TO REMAIN (TYPICAL) 11 EXISTING WINDOW TO REMAIN (TYPICAL) �� RETAIN EXISTING EXIT DOOR AND HARDWARE 18 REINSTALL RETAINED EXISTING STORAGE ROOM DOOR, FRAME AND HARDWARE -CLEAN DOOR AND FRAME /PREP /PRIME AND PAINT 19 REINSTALL RETAINED EXISTING GLASS AND ALUMINUM WINDSCREEN n � W � W n Y �N �N Y W W 0 0 0 r � � � N II II i m N w w O II � II � II O � II � II � II Z W m N in w O � II �"1 W N w II II II II II II II II II 0 � � II II � � I II II � � I W II � � II II i �N II i i II II 0 W �`"� I 0 I � O — — — — — — — � II II � i i Icmn N W m N I I � W II I10 � 0 � � � m N m N m N m w � w ao w y 0 z m_ Z D m m D Z m m 7 X L � OZ D m D v '^ m vJ m D r n D v � NOTES: � D = m � � m THE MAYFIELD CONDOMINIUMS m • • � � w 2022-06-23 BID SET ' z TARGETED EXTERIOR � N Z7 O o m 2022-09-26 PERMIT APPLICATION SET O N � 1 m� O �� �+ • • � ENVELOPE REPAIR Amo � �� a a � �, w � � � c 2022-10-28 CORRECTION RESP -CYCLE 1 O r 3�0 =� x u N � �Az o C �� �� BUILDING CONSULTANTS, LLC 00 Z • < o N o z m �' �� N � Z� � visioi •knowledge • solutions 317 3 rd AVE . S . , E D M O N DS, WA 626 120th Ave N E, Ste B 101• Bellevue, WA 98005.425-455-2046 © Copyright 2022, Dimensional Building Consultants, LLC THIS SET IS INTENDED TO BE PRINTIED IN COLOR NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. 16 2 1 9 BE-5.3 BE-4.0 BE-4.0 B i 6 BE-5.1 2 10 BE-5.1 BE-5.1 �D) 11 # 9 BE-6.1 BE-4.0 BE-5.0 E II � '� III II v -� - �J �� �IIJ _II � I�� e� ��, - �- - v �o� WEST ELEVATION BE-4.1 / B\ E-5.3 / BE\ -5.0 / BE\ -5.0 / BE\ -5.0 / B\ E-5.0 16 16 5 BE-5.0 10 BE-4.1 5 BE-4.0 1 �� BE-5.0 KEY NOTES � O CLEAN (PRESSURE WASH) EXISTING DECK COATING AND SPOT RECOAT AS NEEDED i O INSTALL NEW RAILING 9 BE-6.2 O INSTALL NEW FC PANEL TYPICAL O7 REPLACE EXISTING WINDOWS (TYPICAL) / U=.30 O8 REPLACE EXISTING SLIDING GLASS DOOR / U=.30 REINSTALL RETAINED STORAGE ROOM DOOR O AND FRAME AND HARDWARE -CLEAN DOOR AND FRAME / PREP /PRIME AND PAINT 11 EXISTING WINDOW TO REMAIN (TYPICAL) 13 RETAIN EXISTING DECK FASCIA AND PROTECT FROM DAMAGE 14 REINSTALL RETAINED GLASS AND ALUMINUM WINDSCREEN CIS' 15 CLEAN (POWER WASH) EXISTING CONCRETE / PRIMA AND PAINT 16 CLEAN (POWER WASH) EXISTING BRICK VENEER / PF 1 AND PAINT BE-5.1 18 INSTALL NEW FC LAP SIDING 1 2 3 4 7 8 TYPE B W � TYPE B 9 L� O7 TYPE C TYPE C � O � � L ❑ ❑ W O EQ EQ TYPE A � 7 O PE B O O i 9 i ❑ � � � � TYPE B ❑ ❑ OTYPE A TYPE C W O7 ❑ ❑ TYPE C �� . O I 9 7 O7 7 U w 0 �� TYPE A 15 15 �j 15 O NORTH ELEVATION �� �© �� 5 BE-5.1 BUILDING ENVELOPE UNALTERED EXISTING VERTICAL FENESTRATION &GLAZED DOOR AREA = 500.8 UNALTERED EXISTING WALL &OPAQUE DOOR AREA = 2311.5 UNALTERED EXISTING SKYLIGHT AREA = 0.0 UNALTERED EXISTING NET ROOF AREA = 4931.8 REPLACEMENT VERTICAL FENESTRATION &GLAZED DOOR AREA = 945.1 REPLACEMENT NET WALL &OPAQUE DOOR AREA = 5341.4 REPLACEMENT SKYLIGHT AREA = 0.0 REPLACEMENT NET ROOF AREA = 0.0 TOTAL VERTICAL FENESTRATION &GLAZED DOOR AREA = 1445.9 TOTAL WALL &OPAQUE DOOR AREA = 7652.9 TOTAL SKYLIGHT AREA = 0.0 TOTAL NET ROOF AREA = 4931.8 TOTAL WINDOW -TO -WALL RATIO = 15% TOTAL SKYLIGHT -TO -ROOF RATIO = 0.0% (D� 2 E WEST ELEVATION -DEMOLITION NORTH ELEVATION -DEMOLITION 2 2 2 w J � U w } � U Z � _O ~ w Q � _U J Z d O d Q � U ~ � w � � � � � �U 00 d M CO a0 N N N CO a7 O O O � i i i W N N N O O O O z � o � � o 0 N � O � �� • ' � � � � J _N � O � O l� ~ � • O� >Q Q O � �cn N 'j � � > � N z � U � O � � m z_ �, � � � � � � z m �, Q O CV CO N ISTERED ;HITECTi ERIC VVIkfNG RAMSING STATE OF WASHINGTON RESUB Oct 31 2022 CITY OF EDMONDS DEVELOPMENT SERVICES � /'1 DEPARTMENT �/�� Z G Q O O VJ Z O - � � o z U W Q O � OXw � � � J � I..L 1.� w W Q w r �J J. �'�"� Q O W Q G W � � TW 1 Q %� ` SHEET NO. BE-3.1 EXTERIOR ELEVATIONS DATE: 2022-10-28 PROJECT NO.: 9 2 1 9 5 1 5 5 1 BE-4.1 BE-5.3 BE-5.0 BE-5.0 BE-4.1 BE-5.0 BE-5.0 BE-4.1 BE-4.1 8 7 5 3 1 I I I I I 5 5 5 5 I I I 14 TYPE B 7 TYP C O 9 7 O � � 7 O � � O TYPE A �TYEB ❑ ❑ �I I�II►� 15 SOUTH ELEVA B EB TYPE C B O 7 15 EI TYPE B O TYPE n- �- O 15 7 KEY NOTES w � J w U � } U Z I _O d ~ w U � D B a o Q � � � U W I I o w O o� � U ;, ... .. .. .. .. • , .� ch cfl ao N N N , CO 6� O • .. 'v. •.. .. � O O � • � ..s•. .. ... W N N N O O O i N N N ' 11 , E ISTING CEMENT 11 ` O . Ill AC•TCI"f /CTI 1/'.l'.!1\ RAILINGS AND EXTERIOR COLUMNS NOT SHOWN FOR CLARITY EAST INTERIOR WALKWAY ELEVATION O CLEAN (PRESSURE WASH) EXISTING DECK COATING AND SPOT RECOAT AS NEEDED O INSTALL NEW RAILING O INSTALL NEW FC PANEL TYPICAL O7 REPLACE EXISTING WINDOWS (TYPICAL) / U=.30 O REPLACE EXISTING SLIDING GLASS DOOR / U=.30 REINSTALL RETAINED STORAGE ROOM DOOR O AND FRAME AND HARDWARE -CLEAN DOOR AND FRAME / PREP /PRIME AND PAINT 11 EXISTING WINDOW TO REMAIN (TYPICAL) 13 RETAIN EXISTING DECK FASCIA AND PROTECT FROM DAMAGE 14 REINSTALL RETAINED GLASS AND ALUMINUM WINDSCREEN 15 CLEAN (POWER WASH) EXISTING CONCRETE /PRIME AND PAINT 16 CLEAN (POWER WASH) EXISTING BRICK VENEER /PRIME AND PAINT 18 INSTALL NEW FC LAP SIDING 10 -4.1 10 -4.1 �G� EAST ELEVATION -DEMOLITION EXISTING STUCCO/ WINDOWS TO BE REMOVED AND REPLACED PER ELEVATIONS � � ,iJ� `�i� �i� ■1 �/////// SOUTH ELE jj/ NATION -DEMOLITION ui � O O N � O � �� • ' N CV � � N � � J � O � � O � l/� � .: O� • QO cn N J 'j � � > Ln N z O U 0 m z �, •moo �, J LLI � Z m � Q 0 CV CO N \REGISTERED ARCHITE.E� I � \ � E�VIKING RAMSING I STATE OF WASHINGTON RESUB Oct 31 2022 CITY OF EDMONDS DEVELOPMENT SERVICES � /'\ DEPARTMENT �/�� II O� O z O� — L.L U w Q � X ^Q I..L J W � �'�/ L.L 0 W ^W I..L QUO r�n V I I�I W W � � Q SHEET NO. BE-3.2 EXTERIOR ELEVATIONS DATE: 2022-10-28 PROJECT NO.: �, w Q r 2 s P P �� t i. .— z O U z O U O w W O z (E) COATING DECK TO BE REMOVED AND REPLACED (E) PLYWOOD SHEATHNG TO BE REMOVED AND REPLACED. EXISTING FRAMING -VERIFY CONDITIONS IN FIELD (E) GYPSUM WALLBOARD TO BE REMOVED AND REPLACED EXIST. DECK ASSEMBLY NEW DECK ASSEMBLY 6" = 1'-0" (OPTION) PROVIDE NEW ELASTOMERIC DECK COATING COMPLETE W/ BROADCAST AGGREGATE. REINFORCE ALL TRANSITIONS FOR SEAMLESS FINISH (E) CONFIRM 1-1/8" PLYWOOD SHEATHNG FASTENED WITH 8d NAILS FASTENERS 6"O.C. AT EDGES AND 12" O.C. IN THE FIELD, PLYWOOD (E) 2x FRAMING -VERIFY CONDITIONS IN FIELD (E) 5/8" TYPE X GYPSUM WALLBOARD h , �.- _ .� �. , w. , ram'.+ � � �. �++ � � � i.f• 5. R� r'�. �r r d� .. `r r �yr�JLF�-� ���ti .� r � � �Y a '� . � . 1 4J�� , x � �J� Lei y1'i.�-: � --r �� � - II��.���'} �'a Ii��;Y mow+ --- -�� . � I, 5 9, C u L L — (E) BROWN, SCRATCH AND FINISH COAT REINFORCED STUCCO. REPAIRS TO MATCH EXISTING. REFER TO EXTERIOR ELEVATIONS. INSTALL IN ACCORDANCE WITH BEST PRACTICES DESCRIBED BY NWCB. (E) WATER RESISTANT BARRIER (E) SHEATHING (E) STUD WALL (E) INSULATION &INTERIOR FINISHES EXISTING STUCCO ASSEMBLY 3" = 1'-0" NOTE: SEE ARCHITECTURAL ELEVATIONS FOR LOCATIONS . — (N) 5/16" FC PANEL SIDING PER ELEVATIONS INSTALL PER MANUFACTURER INSTRUCTION AND RECOMMENDATIONS. MIN: 0.091-IN SHANK x .225-IN HD x 1-1/2" LONG RING SHANK NAIL, 4-INCH O,C„ PANEL EDGES, 8-INCH O.C., FIELD (N) WATER RESISTANT AIR BARRIER w/ TAPED SEAMS -INSTALL PER MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS SECURED w/ CAP NAILS (CROWN STAPLES NOT ALLOWED) (E) STUD WALL (N) 5/8" GYPSUM SHEATHING (E) SHEATHING (E) INSULATION &INTERIOR FINISHES FC PANEL ASSEMBLY [C�IBi1Q1]Y NOTE: SEE ARCHITECTURAL ELEVATIONS FOR LOCATIONS . FC LAP SIDING PER ELEVATIONS INSTALL PER MANUFACTURER SPECIFICATIONS (E) SINGLE LAYER WATER RESISTANT BARRIER w/ TAPED SEAMS INSTALL PER MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS FC LAP SIDING FASTENERS PER MANUFACTURER,TYP. d Q J w O 8" GYPSUM SHEATHING (E) SHEATHING (E) STUD WALL FRAMING (E) BATT INSULATION LAP SIDING ASSEMBLY 3" = 1'-0" ST ISl rKtD ;HITECT_ WASHINGTON w H O z U J J �i cB .� m (B C 0 .� c N �_ 0 N CV O CV .� O U O EXISTING FRAMING & INSULATION (E) REPLACE SHEATHING AS NEEDED -REFER TO SCOPE (N) 5/8-INCH GYP SHEATHING (N) 6" WIDE SELF -ADHERING FLEXIBLE FLASHING (N) LAP NEW W.R.B. UNDER LIQUID APPLIED (E) WRB TO EXTEND 6" BEYOND CUT OF STUCCO, FOR REUSE (N) 12" WIDE LIQUID APPLIED FLASHING 5/16" FC PANEL SIDING PER ELEVATIONS INSTALL PER MANUFACTURER INSTRUCTION AND RECOMMENDATIONS. MIN: 0.091-IN SHANK x .225-IN HD x 1-1/2" LONG RING SHANK NAIL, 4-INCH O.C., PANEL EDGES, 8-INCH O.C., FIELD (N) CAULK JOINT (NEW SIDING (E) STUCCO \ ASSEMBLY' ASSEMBLY EXISTING FRAMING & INSULATION (N) 12" WIDE LIQUID APPLIED FLASHING )STUCC ,SSEMBL JEW) SID NG ASSEM LY < JOINT �NEL SIDING PER ELEVATIONS =R MANUFACTURER ON AND RECOMMENDATIONS. IN SHANK x .225-IN HD x 1-1/2" LONG RING IL, 4-INCH O.C., PANEL EDGES, 8-INCH O.C., 'O EXTEND 6" BEYOND CUT OF STUCCO, SE E SELF -ADHERING FLEXIBLE SCE SHEATHING AS NEEDED-- REFER TO RB UNDER LIQUID APPLIED OSIDING TO (E) POST O SIDING TO TOP OF WALL O 3 3, _ �. Q.� 2 3.� _ ��_�, S BAR f GYPSUM SHEATHING VRB /AIR BARRIER =LOOR FRAMING =C PANEL SIDING ?6 GA G90 CLOSURE METAL SHING FOUNDATION WALL GYPSUM SHEATHING 7G1:771�� SIDING ROSION SLIP NT. 6" WIDE ING MEMBRANE F WALL :TREME TRIM CORNER - . TRIM, ALT. SING SEE VALL OFCa,PANEL TYP AT FOUND. &GRADE O FCo,PANEL TYPICAL INSIDE CORNER O `� 0.225 -INCH HEAD i I I O O STRAIGHT, GOOD UNDERDRIVEN: PENETRATION AND FLUSH INADEQUATE DECK WITH SURFACE PENETRATION PROPERLY DRIVEN O OVERDRIVEN: TOO DEEP, CUTS INTO MATERIAL IMPROPERLY DRIVEN NAILS: 0.091-INCH SHANK x 2-INCH x 0.225-INCH HEAD, LONG RING SHANK NAIL, 4-INCH @PANEL EDGES, 8-INCHES @FIELD O CROOKED: INADEQUATE ANCHORAGE OFIBER CEMENT NAILING GUIDE 1 O 11 3" = 1'-0" N) 5/8" GYPSUM SHEATHING (N) DRAINABLE AIR BARRIER w/ TAPED SEAMS (N) FC PANEL SIDING -INSTALL PER MANUFACTURER INSTRUCTIONS AND RECOMMENDATION WRAP CONT. 6" WIDE SELF -ADHERING MEMBRANE 3" EA. SIDE OF WALL PRE -PRIMED TAMLYN XTREME TRIM XOCLP REVEAL OUTSIDE CORNER -FORMED MTL TRIM, ALT. ANTI -CORROSION SLIP SHEET FC PANEL TYPICAL OUTSIDE CORNER 3" = 1'-0" (N) FC PANEL SIDING (N) 5/8" GYPSUM SHEATHING (N) WRB /AIR BARRIER (N) SELF -ADHERING MEMBRANE OVER FLASHING (N) 26GA. PRE -PRIMED THRU-WALL FLASHING @ FLOORLINE JOINTS 4" 15 DEG. BREAK WITH FOLDED END DAMS (N) BACKER PLATE @EXPANSION JOINTS (E) FLOOR FRAMING (N) WATER -VAPOR /AIR BARRIER UNDER FLASHING TYPE A — HORIZ FC PANEL BREAK 3" = 1'-0" FC PANEL SIDING SEE WRB /AIR BARRIER PER DETAIL ANTI -CORROSION SLIP SHEET TAMLYN XTREME TRIM XZH STANDARD HORIZ. 'Z' BACKER PLATE @ METAL JOINTS SEE DETAIL 8" GYPSUM SHEATHING (E) SHEATHING TYPE B — HORIZ FC PANEL JOINT 3" = 1'-0" R BARRIER /WRB i. INSTALL PER INSTRUCTIONS DATIONS �I�_�1711�[� EME TRIM BRV REVEAL SIGN SLIP SHEET �,.,, .., ,.,.��.,,JING, TYPE C — VERT FC PANEL JOINT 3" = 1'-0" � w � w J U } U Z _O ~ w W � _U � a � Q Z O � U W � � w W O m a U c� N O co N O ao N � W O N N N N N N Z � O � � O O N O � rn � � Lf') � � � � L1� J � O � O O � � � Q Q O � '� > � l/� � — z � o v O � � m z �, •moo �, 3435 LLi � z m �, Q O CV O CV CO tREu fECT ER�C VMING MSIKIG STATE OF HINGTON RESUB Oct 31 2022 CITY OF EDMONDS DEVELOPMENT SERVICES � ^ DEPARTMENT �JC, O G J z z C 0 C Q H O � Z I..L � 0 � cn W z o m 0 � � z o W Q O o v�� �o 0 Q Z J X W w z W W � � � 0 W � � W � ,� (n W � Q � J ('��/ W � W I..L � � J = Q Z �` J � vi W (� �. SHEET NO. �j �_ .� m � � • O .� c E CV CV FC PANEL DETAILS N DATE: 2022-10-28 � O PROJECT NO.: U O J t L 0 REFER TO SHEAR WALL SCHEDULE ON BE-4.0 FOR EXISTING CONDITIONS Z ERIC VIKING RAMSING STATE OF WASHINGTON �G� FC PANEL -LAP Jl 3" = 1'-0" SLIP SHEET �E EMBRANE _L RIM NER- ALTERNATE 'ALL ASSEMBLY SIDING INSIDE CORNER N) 5/8" GYPSUM SHEATHING (N) DRAINABLE AIR BARRIER w/ TAPED SEAMS (N) FC PANEL SIDING -INSTALL PER MANUFACTURER INSTRUCTIONS AND RECOMMENDATION WRAP CONT. 6" WIDE SELF -ADHERING MEMBRANE 3" EA. SIDE OF WALL PRE -PRIMED TAMLYN XTREME TRIM XOCLP REVEAL OUTSIDE CORNER -FORMED MTL TRIM, ALT. ANTI -CORROSION SLIP SHEET 7 C J L u 0 u FC LAP -SIDING OUTSIDE CORNER 9 3" = 1'-0" (E) INTER IVUIV-JKIIVIVIIVIi tSU I YL WINDOW HEAD 1 6�� = 1'-0�� WINDOW JAMB 5 6" = 1'-0" FLEXIBLE FLASHING 26 GA METAL ANGLE \ SEALANT TRIM OVER NEW EDGE WIN 9 6" = 1'-0" DOW S AIR BARRIER �UD WALL &SHEATHING, �NEL >UM SHEATHING LATE GAP BETWEEN �H OPN'G &WINDOW )OW FLASHING � PRE -FINISHED METAL HEAD SING W/ FOLDED END DAMS �TRUCT PER DIAGRAM &SET SEALANT @WINDOW 3�� � SLOPE °so 1 FIELD 3/4" VERIFY 1/2" PI AL - FC PANEL INTERIOR FINISHES &INSUL. SEE ARCH. DWGS INSULATE GAP BETWEEN ROUGH OPN'G &WINDOW STUD WALL &SHEATHING, SEE STRUCT. DWGS WRB /AIR BARRIER GYPSUM SHEATHING WINDOW FLASHING, FC PANELS CAULKING -FCPANEL 1U91►1�Z����9 INSULATE GAP BETWEEN ROUGH OPN'G &WINDOW ----� � CAULK � SEALANT, SEE DETAIL I I I I � WINDOW FLASHING � FC PANEL SIDING �� � WRB /AIR BARRIER �'— (E) STUD WALL &SHEATHING (E)INTERIOR FINISHES &INSUL. ILL TYPICAL - FC PANEL STATE c 0 c u 0 u 7 F C C C C L F C L � r c c c c a FOLD I/L I ILIVI _. 12; H U C� ~ z � _ � � w Q a w C� = z � � Q w FC PANELS 5/8" GYPSUM SHEATHING ONE LAYER OF WRB TO BE LAPPED OVER EA. HEAD FLASHING DOOR FLASHINGS -EXTEND MIN. 9" ONTO SHEATHING CONT. BEAD OF BUTYL SEALANT BOTH SIDES OF FLANGE 26 GAUGE PRE -FINISHED METAL HEAD FLASHING W/ FOLDED END DAMS. FASTEN @ EA. STUD LOCATION. CONSTRUCT PER DIAGRAM &SET INTO SEALANT AT DOOR I 15° BREAK W/FOLDED END DAMS a -. FIELD "' VERIFY \�-- 30° INSULATE CAVITY BTW. DOOR &FRAME VINYL SLIDING GLASS DOOR SET INTO BUTYL SEALANT - PROVIDE SEALANT TO INT. SLGD HEAD AT FC PANEL 6" = 1'-0" FC PANEL INSULATE AND SHIM CAVITY BETWEEN DOOR &ROUGH OPENING W/BATT INSULATION SEALANT PATIO SLGD. SET INTO BUTYL SEALANT, BOTH JAMBS u �� 1/2" BACKER ROD &SEALANT APPROVED WINDOW FLASHING 5/8-INCH GYPSUM SHEATHING WRB /AIR BARRIER SWIN FC LAP SIDING ONE LAYER OF WRB /AIR BARRIER TO BE LAPPED OVER EA. HEAD FLASHING DOOR FLASHINGS -EXTEND MIN. 9" ONTO SHEATHING 26 GAUGE PRE -FINISHED METAL HEAD FLASHING W/ FOLDED END DAMS. FASTEN @ EA. STUD LOCATION. CONSTRUCT PER DIAGRAM &SET INTO SEALANT AT DOOR 15° BREAK W/FOLDED v END DAMS a -. FIELD D'' VERIFY 30° INSULATE CAVITY BTJIV. DOOR &FRAME (E) WOOD DOOR FRAME SET INTO BUTYL SEALANT -PROVIDE SEALANT TO INTERIOR G DOOR HEAD AT LAP SIDING SEALANT O � � INSULATE AND SHIM CAVITY z � BETWEEN DOOR &ROUGH Q a OPENING W/BATT INSULATION w C� = z � � w WRB /AIR BARRIER FC LAP SIDING t�� i� i �I I I �'� � �I'I ._��� � �_�Z.�► (E) WOOD DOOR FRAME SET INTO BUTYL SEALANT, BOTH JAMBS 1/2" BACKER ROD &SEALANT APPROVED DOOR FLASHING TYPICAL DOOR HEAD FLASHING SLDG JAMB AT FC PANEL SWING DOOR JAMB AT LAP SIDING 7 6" = 1'-0" � 6" = 1'-0" � 6" = 1'-0" FASTEN METAL PAN ONLY AT SIDES CONTINUE WATERPROOF MEMBRANE OVER THRESHOLD PAN MIN. 1/2" BACK DAM WITH HEM AS REQ'D TO FIT WIDTH OF DOOR SET DOOR INTO TOE BEAD OF URETHANE SEALANT SET PAN INTO FULL BEAD OF URETHANE SEALANT (NOT SHOWN) 24 GA. STAINLESS STEEL METAL PAN, SIM. DETAIL SEALANT EXISTING INTERIOR FINISHES ����I G� � SLGD PER ARCHITECTURAL. PROVIDE CONTINUOUS SOLID SHIM@ SILL CONDITION ONTO SUBSTRATE. SET BACK EDGE OF EXTRUSION INTO CONT. BEAD OF POLYURETHANE SEALANT 2x SOLID WOOD CEDAR OR TREATED BLOCKING ALONG ENTIRE THRESHOLD -SNUG FIT _W Q WATERPROOFING PROVIDE 24GA FULLY SOLDERED FLASHING PAN I— 3" COATING BELOW SGD &SWING DOORS AS DEPICTED IN SECTIONS. SLOPE TO DRAIN. TYPICAL THRESHOLD PAN FLASHING 6" = 1'-0" FRAMING PER STRUCT. DWG's OSLGD TYP THRESHOLD AT DECK 10 6„_,,_o,. SE SWIN 9 6" = 1'-0" ARCHITECTURAL. ;ONT. SOLID SHIM@ )ITION ONTO -E. SET BACK EDGE SION INTO CONT. 'OLYURETHANE � RAIN DRIP HOOD SINLESS STEEL N, SIM. VOOD CEDAR OR BLOCKING ALONG IRESHOLD -SNUG FIT ROOFING MATERIALS G DOOR THRESHOLD AT DECK J t n L J L n J J vi c ca O a n c� O �_ �l V V �. O ;� r.����r��r�r � � � T � it �,�,��rm� T� 3 WINDOW INSTALLATION WRB SEQUENCE -RENOVATION =1ED HER IER I� MODIFY WEATHER RESISTIVE BARRIER JAMB FLASHING ALIGN THE FLASHING FLUSH AGAINST THE WINDOW FRAME WITH THE ADHESIVE STRIP COVERING THE ENTIRE WINDOW FLANGE HEAD FLASHING l� 0 0 0 0 0 0 2" g ®�� EXTEND JAMB [�"� �d FLASHING 2" FROM THE TOP �, � � � OF THE HEAD FLASHING s� �� � o . ca 0 0 y�V��y�O��y�I�O lllllSl4l�5�J JS l4JJS' U� � ALLOW FOR ENOUGH HEAD FLASHING TO PROPERLY SEAL JAMB FLASHING ..eves° u ®®®®®® o i u I p I � I p I � .. - - � - I 2 5b AFTER CLEANING SURFACE PRESS FIRMLY INTO PLACE WITH ADHESIVE EDGE FLUSH WITH TOP OF ROUGH �nrr.n��� SILL FLASHING SILL FLASHING `ALLOW FOR JAMB FLASHING TO BE APPLIED LATER ���- APPLY SHEATHING TAPE OVER �� ENTIRE DIAGONAL CUTS IN WEATHER -RESISTIVE BARRIER. � •- i � I I —®____ i �... 0 0 I � � I � I I .�\ I / I _ I I \\�� I ...............r...• i I I \\ � _.. _.. •• I � I � I ....... •• " �\\ I .. ... ... ... .. I .j................... � I \\\�� � I . � V� o 0 �� '� w-�� HEAD FLASHING THIS RECOMMENDATION REFERS TO THE MOST COMMONLY USED TYPES OF WINDOWS (SURFACE MOUNTED). FOR OTHER TYPES OF FRAMES, SPECIAL ATTENTION SHOULD BE PAID TO THE WINDOW'S MANUFACTURER'S IMSTRUCTIONS OVERVIEW ITE ERIC VIKING RAMSING STATE OF WASHINGTON w J Q U O J J vi c c O .� m (a C O .� c 0 N N O N L .� 0 U 4. APPLY 6" STRIPS OF SELF-ADHESIVE FLASHING (S.A.F.) OVER THE FLANGE ONTO TARGET FLASHING TARGET FLASHING COORDINATE DEPTH W/ CLADDING SYSTEM 2. CUT HOLE FOR DUCT INSTALL HEAD & GASKETED `'� SCREWS LAP FIELD WATER- 'APOR PERMEABLE ,IR-BARRIER OVER .A.F. @HEAD Q.A.F. 1. INSTALL PAPER TARGET FLASHING WATER -VAPOR SLOPE 10° FOR PERMEABLE DRAINAGE AIR -BARRIER CONT.BEAD 9�� OF SEALANT �3�� _� BEHIND `'� rn / 9�- 2 � �, �:= :'>�:' . 3. INSTALL FULLY SOLDERED METAL VENT FLANGE 5. TUCK FIELD WATER -VAPOR PERMEABLE AIR -BARRIER UNDER TARGET FLASHING @ SILL &JAMBS 6. APPLY S.A.F. TO TARGET FLASHING AND TO FIELD WATER -VAPOR PERMEABLE AIR -BARRIER @ JAMBS &SILLS. (TYP,) �,,� VENT FLASHING SEQUENCE I I J 3" = 1'-0" ROO 2 3" = 1'_0" (E) METAL CAP -REMOVE AND REINSTALL (E) ROOF MEMBRANE (N) BLOCKING @ 24" O.C. (N) 5/4 x 12 FC FASCIA /TRIM (N) 5/16-INCH FC PANEL SIDING OVER (N) DRAINABLE WATER-RESISTANT AIR BARRIER w/ TAPED SEAMS OVER (N) GYPSUM SHEATHING (E) 1/2" CDX PLYWOOD SHEATHING F PARAPET D ETAI L 3. APPLY 6" BOTTOM STRIPS OF SELF-ADHESIVE FLASHING (S.A.F.) ONTO PAPER TARGET FLASHING 1. INSTALL PAPER TARGET FLASHING 2. CUT HOLE AS REQ'D 4. INSTALL PRE -MANUFACTURED MOUNT BLOCK 5. APPLY (2) 6" SIDE STRIPS OF S.A.F. OVER THE BOTTOM STRIP 6. APPLY 6" TOP STRIPS OF SELF-ADHESIVE FLASHING OVER THE (2) SIDE STRIPS STRIP 7. INSTALL WATER -VAPOR PERMEABLE AIR -BARRIER (NOT SHOWN) PROPERLY LAPPED ONTO TARGET FLASHING (11.063") ©�oCKr��A�� �w�����a��®®r�o�� ��®®�c�T� IBO.� OO��ii��� U.S. PAT. NU. 6,395,954 RI OTF£R PATS. PEN®NU a � %� � � ^ a � r � w a � O "° � � � WQ � � ytip � � FII� yT � T � � � C ® ARTS E-SGB-A 7� � (2.250") M (0.975") (0.875") �r QUICKFLASH PART # E-SGB-A 7/8 5/26/06 1/1 SCALE 1. SLIDE QUICKFLASH PANEL ONTO ELECTRICAL BOX FIRMLY PRESSING PANEL AGAINST THE WALL STUDS. 2. USING NON -CORROSIVE FASTENERS, SECURE THE QUICKFLASH PANEL TO THE STRUCTURE FROM THE MIDPOINT OF THE PANEL TO THE TOP. 3. SLIDE THE WEATHER RESISTANT BARRIER UNDERNEATH THE QUICKFLASH PANEL TO THE BOTTOM OF THE ELECTRICAL BOX. 4. INSTALL THE WEATHER RESISTANT BARRIER CAREFULLY CUTTING OPENING AROUND ELECTRICAL BOX, OVER THE TOP OF QUICKFLASH PANEL USING SHINGLE STYLE METHOD EXTENDING TO THE BOTTOM OF FLASHING PAN OR FURTHER. �,,� ELECTRICAL BOX TYPICAL FLASHING ' J 3" = 1'-0" MOUNTING BLOCK FLASHING SEQUENCE 6 3" = 1'-0" NOTE: SEE ARCHITECTURAL DRAWINGS FOR LOCATION(S). (11.063") (0.100") O� � �O 0 0 0 � 0 0 �, 0 � D 0 0 Oo o O Q10.388" 1. SLIDE QUICKFLASH PANEL ONTO PIPE FIRMLY PRESSING PANEL AGAINST THE WALL STUDS 2. USING NON -CORROSIVE FASTENERS, SECURE THE QUICKFLASH PANEL TO THE STRUCTURE FROM THE MIDPOINTOF THE PANEL TO THE TOP. 3. SLIDE THE WEATHER RESISTANT BARRIER UNDERNEATH THE QUICKFLASH PANEL TO THE BOTTOM OF THE PIPE. 4. INSTALL THE WEATHER RESISTANT BARRIER CAREFULLY CUTTING OPENING AROUND PIPE, OVER THE TOP OF QUICKFLASH PANEL USING SHINGLE STYLE METHOD EXTENDING TO THE BOTTOM OF FLASHING PANEL OR FURTHER. PLUMBING PIPE TYPICAL FLASHING 3" = 1'-0" K WATERPROOFING IBRANE FULLY EXTEND O DOOR OPENING & L NOTE: FULLY REINFORCE ALL CHANGES IN PLANE (NOT SHOWN). NEW 24 GA FULLY SOLDERED SILL PAN PER DETAIL 14/BE-7.0 UNDER DECK WATER -PROOFING SILL PAN -TYPICAL FLASHING 3" = 1'-0" BUTYL; AROUND S WALL ASSEMBLY :OSIVE-RESISTANT #10X1-1/2" BEAD SCREWS WITH 'RENE WASHERS. )RILL UNDERSIZED HOLES NJECT WITH BUTYL SEALANT � TO INSTALLATION =1NISHED METAL GUTTER P, MIN. 26 GA. 2"X3" ALUMINUM DOWNSPOUT ��� DOWNSPOUT MOUNTING BRACKET 6" = 1'-0" STATE OF WASHINGTON w O z J U z 0 W H Z_ W m O 0 W 0 Z W H Z H w G7 2 H J J ca O U .� 00 c� O .� N �_ CV CV 0 N L .T O U O 3" /�/ >", I% �%i /'j; %%l %/%�, /,i 3" /� /� / \ I / � //� / / � / / LOWER SADDLE - 24 GA. GALVANIZED METAL, UNDER FASCIA FACE OF EXTERIOR SHEATHING UPPER SADDLE - 24 GA. GALVANIZED METAL, OVER FASCIA 3 RABBET PLYWOOD FASCIA NOTE: WRB/AIR BARRIER NOT SHOWN FOR CLARITY INSTALL 24 GA. FULLY SOLDERED DIVERTER BOOT, SEE BELOW. STEP2: DECK EDGE METAL FLASHING 2" X 3/4" X 3/4" GALV. FIN, SOLDERED ONLY IF SADDLE IS @ EAVE/GUTTER SOLDERED FLASHING DIAGRAM 24 GA. G90 GALV. - FULLY SOLDERED BOOT NOTE: ALL METALS LAPS /JOINTS /OVERLAPS TO BE PRIMED, AND FULLY SEALED WITH APPROVED POLYURETHANE SEALANT. STEP 5: INSTALL WRE �r,� �T� .,� �� „��� EDGE NSURE FLUSH PRE -STRIP WRB /AIR BARRIER @FRAMING, THEN INSTALL FASCIA (NOT SHOWN) STEP 4: INSTALL ELA; MEMBRANEI OF BOOT & D SADDLE FLASHING ASSEMBLY 7 6�� = 1'-0" T.O. GUARDRAIL BASE OF DE 2 3" = 1'_0" LEVATION &ARCH. DWGS �RRIER SEE TYPICAL �BLIES ;ED ;K ASSEMBLY 6" 3" CK WALL -PANEL SIM. K WATERPROOFING 1BRANE FULLY EXTEND O DOOR OPENING & .L NOTE: FULLY REINFORCE ALL CHANGES IN PLANE (NOT SHOWN). NEW 24 GA FULLY SOLDERED SILL PAN PER DETAIL 14/BE-7.0 UNDER DECK WATER -PROOFING �,,� SILL PAN -TYPICAL FLASHING vJ 3" = 1'-0" PE < WATERPROOFING MEMBRANE FLASHING _ANT -ENERS PER GUARDRAIL UFACTURER EALANT / ��.� �=1T SEALANT A� POST CLIP CONNECTION (AL ) SECTION A %4" CEMENT BOARD TRIM 2 RFA�E IDES AS�IA SU 6 6 w ¢ � . � > � � �--------------� WRB 24 GA FULLY SOLDE BONDERIZED SADDLE FLASI OR SUPPER STRETCH FLEX SADDLE. SET FLASHING INTO I SEAT OF NON -SKINNING BUTYI SUPER STRETCH FLEX SADDLE -SEE DETAIL 11/B NOTE: WALL ELEMENT I ti w U Q J J z Q POWER PLANE EDGE OF SHEATHING TO ACCEPT HORIZONTAL LEG OF NEW FLASHING ?4 GA KYNAR PRE -PAINTED G90 GALV SHEET METAL EDGE FLASHING 4" SET IN BEAD OF SEALANT =ASTEN W/ 11 GA X 1 1/2" DOUBLE HOT 3 SIPPED GALV. ROOFING NAILS @ � �,, 3" O.C., STAGGERED ?X TIGHT KNOT FASCIA BOARD, OVER NRB, TYP AIM JOIST BLOCKING )O NOT SEAL )R (;� PRF_P�I�ITFII �AFTAI FI ICI -III(: DECK WATERPROOFING COATING OVER METAL FLASHING FASCIA BOARD PER ARCH 26 GA. PRE -PAINTED OR PRE -PRIMED GALVANIZED CORNER COVER SET IN TWO(2) VERTICAL BEADS OF CAULKING. FASTEN W/ 2 FINISH STAINLESS STEEL SIDING NAILS W/ CAULKED HEADS AS SHOWN PLAN VIEW 7/16" CEMENT BOARD TRIM 2 SIDES (E) 6X6 WOOD COLUMN, CONTRACTOR TO VERIFY. ISTERED ;HITEC� ERIC VfKING RAMSING STATE OF WASHINGTON OUPPE R DECK SADDLE -TYPICAL ODECK EDGE 11 3��-,�_o.� ATTAC H M E N T �10 CORNER AT EXTERIOR BALCONY DECK DECK P 9 6" = 1'_0" OST REPAIR D ETAI L 0 u C 2 C 0 u a F c u * SEE NOTE) D � 33�4�� � D 1 � M a i� 2%4° 4 ELEVATION 3�2�, ENLARGED —SECTION B—B ENLARGED DETAIL'C' FASCIA BRACKET ENLARGED —SECTION D—D NOTES: 1. BUILDING GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BACKING IN WALLS AND FLOORS TO AFFIX TO THE BUILDING THE ALUMINUM GUARDRAIL LAYOUT DEFINED IN THESE DRAWINGS 2. SPACING FOR INTERMEDIATE GUARD MEMBERS AND ADJACENT SURFACES MUST BE SUCH THAT A 4"Q� SPHERE CANNOT PASS THROUGH. NOTE: PRE-ENGINEERED RAILING SYSTEM DESIGNED BY: VISTA RAILING SYSTEMS www. vistarailings. com ��� RAILING GLASS INSTALLATION DETAILS POST CONNECTION 2�4�� VD ELT. SECTION A —A PARTS LIST ITEM DESCRIPTION 1 2 4" SQUARE RAIL 3/8" LAMINATED GLASS WITH HORIZONTAL 3 POLISHED EDGES 4 1.5" STANDARD ALUMINUM POST 6 FASCIA BRACKET (2" POST) C/1N (6) - 5/6"O X 3 %a" LAG SCREW INTO WOOD OR (6) - 3,$"O X 3" KWIK BOLTS II ANCHORS INTO CONCRETE AND TO POST W/ (4)-#12 X 1" HEX HEAD SCREWS C/W SHEET METAL THREADS AND �4" SHANK ERIC bTKING RAMSING STATE OF WASHINGTON w O z U J J v� c� 0 U .� m 0 .� E N N O N L .� Q O U