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190133_APPROVED_Deck Remed SOR 20-0401 Permit SetSUNRISE AT EDMONDS CONDOMINIUMS ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 7S81") St SW Stars In the Sky 104 United Presbyterian ant Q Church of Seattle ��' Traveloc © Seattle I Taco Time NW 240th St SW 240th St SW QEdmonds Gateway Apartments co Burlington 19 D 00 242nd St SW It 8512 242nd r t r ::E Street Southwest Denny's © Scott's Bar & Grill IS M 244th St SW UW Neighborhood Shoreline Clinic... 3 N 204th St D z The Habit Burger Grill (D EDMONDS, WASH I NGTON DECK REMEDIATION SCOPE OF REPAIR WATERPROOFING & FLASHING DETAILS AO GENERAL INFORMATION AO.1 METAL SCHEDULE AO.2 MISCELLANEOUS SCHEDULES A1.1 SITE PLAN A2.1 EAST BUILDING ELEVATIONS A3.1 TYPICAL ENLARGED DECK PLANS A3.2 TYPICAL ENLARGED GUARDRAIL ELEVATIONS A3.3 TYPICAL ENLARGED ELEVATIONS CITY OF EDMONDS BUILDING DIVISION A4.1 SGD INSTALLATION SEQUENCE & DETAILS A5.1 TYPICAL DECK & GUARDRAIL DETAILS A5.2 TYPICAL SIDING DETAILS S1.0 STRUCTURAL GENERAL NOTES, ABBREVIATIONS & SHEET INDEX S2.0 NOT USED S3.0 STRUCTURAL SECTIONS & DETAILS APPROVED PLAN 05/12/2020 Eric Carter Special Inspection required: A. Building Enclosure Documents ENGINEERING DIVISION APPROVED AS NOTED APPROVED PLANS MUST BE THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF AM E NTOG RO U P 710 2nd Avenue, Suite 400 Seattle, WA 98104 amentogroup.com 9016 REGISTERED AR�AC�HIITTECT LISA CLARK MOE STATE OF WASHINGTON The documents created by the Architect and its Consultants for this project are instruments of the Architect's service. The Architect retains all common law, statutory and other reserved rights, including the copyright. The Architect's documents shall not be used by anyone on any other project, except with the Architect's written permission. SUNRISE AT EDMONDS CONDOMINIUMS 8512 242ND ST SW EDMONDS, WA 98026 DECK REMEDIATION SCOPE OF REPAIR WATERPROOFING & FLASHING DETAILS PROJECT #: DRAWN BY: CHECKED BY: PERMIT SET 190133 NJS, IJK MNM REVISIONS: 03-19-20 100% CDs 04-01-20 PERMIT SET RCW h4.55.005 THROUGH 64.55.OJ0. BLDGDEPT: �I \6GREGISTERED ARCH D ,,71TECT 14 LISA CLARK MOE STATE OF WASHINGTON APPROVED BY PLANNING DATE 04-01-20 SHEET TITLE: May 11 2020 COVER For Ronview BUILDING TYPE 04/23/2020 10:57:08 AM N�� SHEET #: COVER PROJECT NAME / ADDRESS: STRUCTURAL ENGINEER: 1. ALL NEW CONSTRUCTION MUST MEET 2015 IBC CODE REQUIREMENTS & ALL APPLICABLE LOCAL BUILDING CODES. ALL GUARDRAILS & HANDRAILS SHALL MEET MINIMUM 2015 IBC CODE REQUIREMENTS. 2. DURING CONSTRUCTION SECURE SLIDING GLASS DOORS IN ACCORDANCE W/ LOCAL CODES. PROVIDE TEMPORARY GUARDRAILS AFTER DEMOLITION OF EXISTING GUARDRAIL WALLS @ ELEVATED DECKS TO ENSURE CODE REQUIRED PROTECTION OF WORKERS & RESIDENTS. 3. REFER TO SECTION 01 10 00 - DESCRIPTION OF THE WORK FOR SCOPE OF REPAIR. REFER TO SPECIFICATION SECTIONS FOR SPECIFIC MATERIAL INFORMATION. IF ANY DISCREPANCIES ARISE BETWEEN THESE COLLECTIVE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT FOR ASSISTANCE & DIRECTION. 4. ARCHITECTURAL DRAWINGS SUPERSEDE STRUCTURAL DRAWINGS FOR DESIGN INTENT, UNO. IF DISCREPANCIES ARISE BETWEEN THESE DRAWINGS & THEIR ASSOCIATED DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT FOR ASSISTANCE & DIRECTION. 5. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS. CONTRACTOR SHALL IDENTIFY EXISTING CONDITION DEVIATIONS FROM DRAWINGS PRIOR TO MATERIAL INSTALLATION & REPORT ANY POTENTIAL DISCREPANCIES TO ARCHITECT. 6. DO NOT SCALE DRAWINGS. DRAWINGS MAY REPRESENT APPROXIMATE SCALE BASED ON UNKNOWN EXISTING CONDITIONS OR MANNER IN WHICH DRAWINGS WERE GENERATED. 7. ENSURE UNIT SECURITY DURING REMOVAL OF CONSTRUCTION RELATED MATERIALS INCLUDING, BUT NOT LIMITED TO SLIDING GLASS DOORS. 8. ALL MATERIALS IN DETAILS ARE NEW UNLESS NOTED OTHERWISE. AS NOTED, ALL EXISTING MATERIALS ARE TO REMAIN UNDISTURBED UNLESS REMOVAL IS REQUIRED TO PERFORM THE WORK. ALL EXISTING MATERIALS SCHEDULED TO REMAIN ARE SCREENED IN DETAILS, UNO. 6 GENERAL NOTES AO NO SCALE SID-ME ® SID-1 SP-1 CONTINUOUS WOOD IN SECTION DISCONTINUOUS WOOD IN SECTION, SHIM PLYWOOD SHEATHING GYP-1 (E) GYPSUM SHEATHING (E) BATT INSULATION (E) RIGID FOAM INSULATION METAL, FERROUS METAL, NON-FERROUS CONIC 0 LANDSCAPING EARTH 11W11LL1WII11 CARPET 9. ALL EXISTING UNDAMAGED EXTERIOR GYPSUM SHEATHING, PLYWOOD, FRAMING, & JOISTS ARE TO REMAIN, UNO. DAMAGED EXTERIOR GYPSUM SHEATHING, PLYWOOD, FRAMING, & JOISTS SHALL BE REPLACED @ THE DIRECTION OF THE CONSTRUCTION MANAGER. 10. PROPERLY LABEL & CAREFULLY STORE ALL ITEMS SCHEDULED TO BE REMOVED, STORED, & REINSTALLED. 11. 10 TYPICALLY DENOTES INSTALLATION SEQUENCE OF MATERIALS. 12. TOP INSTALLED OR EXPOSED FASTENERS SHALL NOT BE INSTALLED, UNO. ALL EXPOSED FASTENERS MUST HAVE BONDED NEOPRENE OR EPDM GASKETS. INSTALL & LOCATE ALL FASTENERS PER SMACNA RECOMMENDATIONS, UNO. WHERE EXPOSED FASTENERS ARE SCHEDULED, REVIEW FASTENER SPACING W/ ARCHITECT PRIOR TO INSTALLATION, UNLESS SPECIFIED OTHERWISE. 13. INSTALL & PROPERLY WEATHER -LAP WRB PER MANUFACTURER'S REQUIREMENTS. FULLY INTEGRATE & PROPERLY WEATHER -LAP NEW WRB W/ EXISTING WRB, WHERE APPLICABLE. 14. PROPERLY WEATHER -LAP WRB OVER ALL METAL FLASHING MIN 3", TYPICAL. 15. ALL LUMBER IS NOMINAL UNLESS DIMENSIONED OR NOTED OTHERWISE. 16. USE FULL LENGTH BOARDS WHEREVER POSSIBLE. DO NOT USE ANY BOARD LENGTH LESS THAN 4'-0", UNLESS REQUIRED FOR A SPECIFIC INSTALLATION. 17. TYPICALLY HOLD ALL SIDING MATERIALS UP MIN 2" FROM DECKS, UNO. 18. NUMBERED & ITEMIZED NOTES ON SHEETS A1.1 - A3.2 ARE APPLICABLE TO THE ENTIRE SHEET, UNO OR DEEMED NOT APPLICABLE. 19. ROUT EDGES OF ALL DECK SHEATHING TO ACCOMMODATE METAL DECK EDGE & SADDLE FLASHINGS TO ELIMINATE RAISED DECK EDGES. 20. EQUAL DIMENSIONS (EQ A, ETC) ARE ONLY APPLICABLE TO THE DETAIL IN WHICH THEY ARE NOTED, UNO. WEATHER RESISTIVE BARRIER (WRB) - - - - - - DENOTES THE FOLLOWING ITEMS: SAM-1 & FF-1 THROUGH FF-4 EXAMPLE OF SCREENED MATERIALS SCHEDULED TO REMAIN PNT-1 MATERIAL CUT LINE SLOPE (DOWN) 0DS (E) DOWNSPOUT GENERAL LEGEND & SYMBOLS NO SCALE NOTE: ADDITIONAL HATCH & SYMBOLS ARE LOCATED ON INDIVIDUAL SHEETS WHERE THEY OCCUR. X BUILDING LETTER 102 UNIT NUMBER 0 REVISION TAG 10 INSTALLATION SEQUENCE, REF GENERAL NOTES O METAL SCHEDULE REFERENCE BREAK LINE X ELEVATION INDICATION AXX \ X DETAIL INDICATOR USED X TO TAG ENLARGED, PLAN OR AXON X SECTION CUT INDICATOR AXX X I., SECTION CUT INDICATOR AXX IN SPECIFIC DIRECTION DATUM REF X/AX.X ELEVATION MARKER CENTER LINE MATCH LINE 21. ALLOWANCES & ALTERNATES TYPICALLY DO NOT HAVE ASSOCIATED DETAILS. IF ANY, DETAILS ARE APPROPRIATELY NOTED. 22. PROVIDE BLOCKING W/IN WALL CAVITIES IN ORDER TO PROPERLY MOUNT & INSTALL MATERIALS & ACCESSORIES, INCLUDING, BUT NOT LIMITED TO, LIGHT FIXTURES, TRIM @ MATERIAL TRANSITIONS, REVEALS, HOSE BIBS, ELECTRICAL OUTLETS, HANDRAIL BRACKETS, & MISCELLANEOUS ACCESSORIES, IF NEEDED. BLOCKING IS ALSO NOTED ON SELECT DETAILS. 23. ALL NEW EXTERIOR GYP SHEATHING SHALL BE 5/8" TYPE "X", PER SECTION 01 60 00. 24. EXCEPT FOR SHORT DURATIONS OF TIME, NO LONGER THAN NECESSARY, W/ PRIOR NOTICE, CONTRACTOR MUST MAINTAIN LEGAL EGRESS TO UNIT & BUILDING ENTRANCES, @ ALL TIMES DURING COURSE OF CONSTRUCTION. 25. ALL BACKER ROD & SEALANT JOINTS SHALL BE 1/2", UNO. 26. DEFINED ELEVATION, EG. NORTH OR SOUTH, INCLUDES ALL PLANE VARIATIONS & RETURNED WALLS W/IN EXTENT OF ELEVATION FROM EXTERIOR BUILDING CORNER TO EXTERIOR BUILDING CORNER. 27. SELECT STRUCTURAL DETAILS ARE TAGGED OR REFERENCED FROM ARCHITECTURAL DETAILS, TYP. REF SHEETS S1.0 & S3.0 FOR ADDITIONAL STRUCTURAL DETAILS. 28. INTERIOR MATERIALS MAY VARY @ DETAIL INTERFACES. 29. ALL ARROWS INDICATING SLOPE REPRESENT SLOPING DOWN IF NOT DENOTED AS SUCH. 30. ALL NEW SGDS SHALL HAVE A U-VALUE OF NO MORE THAN 0.30. 31. PROVIDE SAFETY GLASS (TEMPERED OR LAMINATED) @ ALL LOCATIONS REQUIRED BY CODE. 32. ALL EXPOSED CAVITIES MUST BE FILLED TO FULL DEPTH W/ BATT INSULATION & MEET MINIMUM PRESCRIPTIVE R-VALUES FOR EXTERIOR WALLS. REF CONSTRUCTION MANAGER FOR INSULATION INSTALLATION OR REPLACEMENT DIRECTIONS. ADHERE TO THE R-VALUE REQUIREMENTS FOR ANY ASSEMBLIES OPENED UP THAT ARE FOUND TO BE UNINSULATED OR W/ DAMAGED INSULATION. SUNRISE AT EDMONDS 8512 242ND ST SW EDMONDS, WA 98026 OWNER: SUNRISE AT EDMONDS CONDOMINIUMS HOMEOWNER'S ASSOCIATION ARCHITECT: AMENTO GROUP 710 2ND AVE, SUITE 400 SEATTLE, WA 98104 206-682-9722 CONTACT: LISA MOE L.MOE@AMENTOGROUP.COM CONSTRUCTION MANAGER: AMENTO GROUP 710 2ND AVE, SUITE 400 SEATTLE, WA 98104 206-682-9722 CONTACT: TINA RAY TRAY@AMENTOGROUP.COM CONTRACTOR: TO BE DETERMINED APPLICABLE CODE: 2015 IBC LOCAL JURISDICTION: CITY OF EDMONDS PARCEL NUMBER: 00812000000000 ZONE: MR NEIGHBORHOOD: FIRDALE VILLAGE TYPE OF CONSTRUCTION: V 1-HR OCCUPANCY: R-2 9 PROJECT INFORMATION AO NO SCALE DIBBLE ENGINEERS, INC 1029 MARKET STREET KIRKLAND, WA 98033 425-828-4200 CONTACT: MELISSA WHITE MELISSA@DIBBLEENGINEERS.COM LEGAL DESCRIPTION: PARCEL A THAT PORTION OF LOT 3, BLOCK 25, HANBURY'S SOUND VIEW TRACTS, ACCORDING TO THE PLAT RECORDED IN VOL. 7 OF PLATS, PG. 20, RECORDS OF SNOHOMISH COUNTY, WA., LYING WESTERLY OF A LINE DRAWN PARALLEL W/ & 10 FT. WESTERLY & SOUTHWESTERLY, WHEN MEASURED AT RT. ANGLES &/OR RADIALLY, FROM THE FOLLOWING DESCRIBED RIGHT-OF-WAY. BEG. @ A PT. ON THE N. LINE OF SAID LOT OPPOSITE HIGHWAY ENG'S. STATION (HEREINAFTER REFERRED TO AS HES) L-185+30 ON THE L-LINE SURVEY OF ST. HIGHWAY RT. 104 & 190 FT. SOUTHWESTERLY FROM SD. STN.; THENCE SOUTHERLY TO A PT. OF CURVE OPPOSITE HES L-186+05.9 ON SD L-LINE SURVEY & 281.20 FT. SOUTHWESTERLY FROM SD. STN; THENCE ALONG THE ARC OF A CURVE TO THE LEFT TO A PT. OF TANGENCY OPPOSITE HES L-187+89 ON SD. L-LINE SURVEY & 337.07 FT SOUTHWESTERLY FROM SD. STN THENCE EASTERLY, TANGENT TO SD CURVE, TO A PT. OPPOSITE HES L-188+30.8 ON SD. L-LINE SURVEY & 307.80 FT. SOUTHWESTERLY THEREFROM & THE END OF THIS RIGHT-OF-WAY LINE DESCRIPTION. PARCEL B EASTERLY 70FT. OF LOT 4, BLK. 25, HANBURY'S SOUND VIEW TRACTS, ACCORDING TO THE PLAT REC. IN VOL. 7 OF PLATS, PAGE 20, RECORDS OF SNOHOMISH COUNTY, WA. ALL SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. ABV ABOVE D DEEP GRDRL GUARDRAIL PERP PERPENDICULAR ACCOM ACCOMMODATE DEMO'D TO BE DEMOLISHED GWB GYPSUM WALL PLY PLYWOOD BOARD SHEATHING ADD # ADDENDUM # DESC DESCRIPTION GYP GYPSUM SHEATHING PNT PAINT ADJ ADJACENT DIA DIAMETER H HIGH; HEIGHT RE REGARDING AFF ABOVE FINISH FLOOR DIM(S) DIMENSION(S) HORIZ HORIZONTAL RE/RE REMOVE & ALT # ALTERNATE # DISCONT DISCONTINUOUS REINSTALL INSTALL INSTALLATION ALUM ALUMINUM DM DRAINAGE MAT RE/REP REMOVE & REPLACE INSUL INSULATION APPROX APPROXIMATELY DN DOWN REF REFER (TO) INT INTERIOR ARCH ARCHITECT DRWG(S) DRAWING(S) REQ('D) ('S) REQUIRE(D); INTGRL INTEGRAL REQUIREMENT(S) BLDG BUILDING DS DOWNSPOUT JNT JOINT RO ROUGH OPENING BLKG BLOCKING DTL DETAIL L LENGTH; LONG S SCUPPER; SOUTH BLW BELOW E EAST LVL LEVEL SAM SELF -ADHERING BOT BOTTOM EA EACH MEMBRANE MAT'S MATERIALS BR BACKER ROD ELEV(S) ELEVATION(S), SECT SECTION(S) ELEVATED MAX MAXIMUM BSOW BASE SCOPE OF SEQ SEQUENCE WORK ENLGD ENLARGED MEM MEMBRANE SGD SLIDING GLASS BBT BOND BREAKER EQ EQUAL MFR MANUFACTURER DOOR TAPE EXIST; (E) EXISTING MIN MINIMUM SIM SIMILAR (TO) B/W BETWEEN EXT EXTERIOR MISC MISCELLANEOUS SLNT SEALANT C; CONC CONCRETE EXTN EXTENSION MTL METAL SOR SCOPE OF REPAIR CL CENTER LINE FDN FOUNDATION (N) NEW SQ SQUARE CLR CLEARANCE FF FINISH FLOOR; N NORTH STOR STORAGE CM CONSTRUCTION FLEXIBLE FLASHING MANAGER N/A NOT APPLICABLE STRUCT STRUCTURAL FIN FINISH COND(S) CONDITION(S) NUM NUMBER TBD TO BE DETERMINED FLSHG(S) FLASHING(S) CONT CONTINUOUS(LY) O/ OVER TEMP TEMPORARY FSTNR FASTENER COORD COORDINATE OC ON CENTER TERM TERMINATION FT FOOT 18 ABBREVIATIONS OPP OPPOSITE TL TIGHT LINE GC GENERAL CONTRACTOR ORIG ORIGINAL TO TOP OF AO NO SCALE TOFF TOP OF FINISHED FLOOR TOP TOP OF PLATE TYP TYPICAL TYPS TYPES UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD VR VAPOR RETARDER W WIDE; WEST W/ WITH W/IN WITHIN W/O WITHOUT WD WOOD AM E NTOG RO U P 710 2nd Avenue, Suite 400 Seattle, WA 98104 amentogroup.com 9016 REGISTERED ARCHITECT X) I �t r) LISA CLARK MOE STATE OF WASHINGTON The documents created by the Architect and its Consultants for this project are instruments of the Architect's service. The Architect retains all common law, statutory and other reserved rights, including the copyright. The Architect's documents shall not be used by anyone on any other project, except with the Architect's written permission. SUNRISE AT EDMONDS CONDOMINIUMS 8512 242ND ST SW EDMONDS, WA 98026 DECK REMEDIATION SCOPE OF REPAIR WATERPROOFING & FLASHING DETAILS PERMIT SET PROJECT #: 190133 DRAWN BY: NJS, IJK CHECKED BY: MNM REVISIONS: 03-19-20 100% CDs 04-01-20 PERMIT SET WIN WINDOW BLDG DEPT: WP WATERPROOF(ING) WRB WEATHER RESISTIVE BARRIER DATE: 04-01-20 SHEET TITLE: GENERAL INFOMRATION For Review BUILDING TYPE 04/23/2020 10:57:25 AM NSA SHEET #: AO SOLDER VERTICAL SIDE OR FLASHING VERTICAL HORIZ MOCKUP O DESCRIPTION DETAIL REFERENCES ED ONE- FINISH DRIP RETURN COMMENTS TYPE FLANGE FLANGE REQUIREMENTS PIECE FLANGE FLANGES OPENING & 1 TYP HEAD FLASHING @ 20/A3.3; 6H 13 & 19A/A4.1 NO MTL-1 4" VIF 1-1/2" - REQ'D W/ MOCK- W/ HEMMED DRIP EDGE; W/ 1/2" END DAMS @ EA END HEAD SGDS UP 2 "L" MTL FLASHING 6A, C, D & 19A & B/A4.1 NO MTL-2 1/2" W/ 1" - - REQ'D W/ MOCK- RIVET & SEAL MTL @ CORNERS TO FORM TIGHT SEAL INTEGRAL W/ FF-1 @ HEM UP & ELIMINATE PIN HOLES ROUGH OPENINGS 3 SID-1 TO (E) VINYL SIDING 19/A5.2 NO MTL-1 4" VIF 1-1/2" - REVIEW W/ ARCH W/ HEMMED DRIP EDGE TRANSITION FLASHING SILL, BASE 4 SGD SILL PAN W/ STEP 6A, 17B & 19C/A4.1 YES MTL-2 1/2" / 6" VIF / 4" VIF 4" REQ'D W/ MOCK- W/ HEMMED 1/2" BACK FLANGE; SHAPE PER DETAIL & MIN UP 5 SGD SILL PAN W/O STEP 6A & 17A/A4.1 YES MTL-2 1/2" / 6" VIF / 4" - 4" REQ'D W/ MOCK- W/ HEMMED 1/2" BACK FLANGE; SHAPE PER DETAIL UP DECK 6 #7 SADDLE @ PERP 16E/A5.1 YES MTL-2 6" 4" 2" 4" REQ'D W/ MEM-1 SHAPE PER DETAIL; W/ DRIP EDGE CLEAT, COPED TO FLASHINGS INTERFACE @ DECKS MOCKUP ACCOMM SIDING; W/ 1/2" END DAM 7 DRIP EDGE FLASHING @ 1, 2, 3 & 4/A3.2; 5 & 10/A3.3; NO MTL-3 - 4" 2" - REQ'D W/ MEM-1 PROVIDE SADDLES @ CORNERS, TRANSITIONS & DECKS 12, 16A, 16C & 20A/A5.1; MOCKUP TERMINATIONS; W/ HEMMED DRIP EDGE 19/A5.2 8 #7 SADDLE @ OFFSET EXT 16D/A5.1 YES MTL -2 6" 4" 2" 4" REQ'D W/ MEM-1 SHAPE PER DETAIL; W/ 1/2" END DAM; W/ DRIP EDGE CORNER MOCK UP CLEAT; W/ HEMMED STRAIGHT EDGE @ END CAP 9 "L" BASE METAL FLASHING 20A/A5.1 NO MTL-2 6" 4" - - REQ'D W/ MOCK- SHAPE PER DETAIL; SET IN SLNT-4 @ DECK _ ........ UP 10 #7 SADDLE @ EXT 16A & B/A5.1 YES MTL-2 - 4" 2" 4" RECOMMENDED SHAPE PER DETAIL; W/ CONT DRIP EDGE CLEAT CORNER MISC 11 TYP STRAIGHT BASE MTL 4B/A5.2 NO MTL-3 - 6" - - RECOMMENDED W/ STRAIGHT HEM; EXTEND BASE OF MTL #11 3/4" FLASHINGS PAST BASE OF SID-1 & (E) VINYL SIDING 12 DOWNSPOUT SLEEVE 13 & 14/A5.1 YES MTL-2 6" @ WALL 4" - 4" RECOMMENDED SHAPE PER DETAIL; W/ HEMMED EDGES @ DOWNSPOUT; SIZE TO ACCOM DOWNSPOUT; TURN UP 6" _ _)NALL WHERE OCCURS _ 13 #3 PLANAR SADDLE 18A/A5.2 YES MTL-2 4" VIF 1-1/2" 4" RECOMMENDED SHAPE PER DETAIL; W/ DRIP EDGE CLEAT; W/ ........................ ........................... ........................................ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........................................................... ............................... ......... ... ....... .... ........ ....... .. .... HEMMED EDGE- W/ 1/2" END DAM 14 #3 EXT CORNER SADDLE 18B/A5.2 YES MTL-2 4" VIF 1-1/2" 4" RECOMMENDED SHAPE PER DETAIL; W/ DRIP EDGE CLEAT; W/ HEMMED EDGE; W/ 1/2" END DAM METAL FLASHING SCHEDULE NOTES: 1. REFER TO DETAILS & SECTION 01 60 00 - FLASHING & SHEET METAL FOR ADDITIONAL NOTES & DESCRIPTIONS OF FLASHINGS & METAL. CONTRACTOR SHALL THOROUGHLY REVIEW DRAWINGS & SPECIFICATIONS FOR ADDITIONAL METAL FLASHING INFORMATION NOT CONTAINED IN THE METAL FLASHING SCHEDULE. 2. DESCRIPTIONS OR TITLES OF METAL FLASHING IN SCHEDULE MAY NOT EXACTLY MATCH FLASHING DESCRIPTION IN DETAILS. METAL FLASHING NUMBER IS INDICATOR OF SCHEDULED FLASHING @ EACH LOCATION. 3. DETAIL REFERENCE COLUMN IN SCHEDULE IS FOR REFERENCE ONLY & IS NOT A COMPLETE LIST OF ALL ASSOCIATED WATERPROOFING DETAILS. 4. FLASHING DIMENSIONS ARE AS NOTED ON SCHEDULE, UNO IN DETAILS. IF DISCREPANCIES ARISE, CONTACT ARCH FOR DIRECTION & CLARIFICATION. 5. IF METAL FLASHINGS REQUIRE END DAMS, END CAPS OR SOLDERED FLASHINGS, EXPOSED FLASHINGS MUST BE FINISHED TO MATCH ADJACENT METAL FLASHINGS, OR AS OTHERWISE DIRECTED BY ARCH. 6. SOLDER METAL FLASHING CORNERS & JOINTS AS NOTED IN DETAILS & SPECIFICATIONS. INSTALL FULLY SOLDERED ONE-PIECE INTERIOR & EXTERIOR CORNERS @ ALL FLASHING TRANSITIONS, LINO. 7. ALL METAL FLASHING IS 24 GAUGE, UNO. 8. ALL VERTICAL DRIP FLANGES ARE TO BE HEMMED, UNO IN THE COMMENTS SECTION OF THE SCHEDULE. 9. PROVIDE A DRIP EDGE CLEAT @ ALL SADDLES AS NOTED IN THE COMMENTS SECTION OF THE SCHEDULE. A DRIP EDGE CLEAT IS A DRIP EDGE W/O A HEM. 10. ALL HEMMED DRIP EDGES SHALL BE CLOSED & CONTINUOUS AROUND CORNERS. 11. VERTICAL DRIP FLANGE DIMENSIONS NOTED ON SCHEDULE DEFINE VERTICAL FLANGE W/O HEMMED DRIP OR HEMMED FLANGE; HEMMED DRIP OR HEMMED FLANGE ARE IN ADDITION TO VERTICAL FLANGE DIMENSION. 12. METAL SCHEDULE NUMBERS MAY BE REFERENCED THROUGHOUT DRAWING SET W/O ASSOCIATED NOTES. PROVIDE FLASHINGS AS NOTED ON SCHEDULE & PER SHAPE SHOWN ON DRAWINGS. 13. REF 5/A3.3 FOR STRAIGHT SEAM LAP JOINT W/ BACKER PLATE @ EXPANSION JOINT METAL. THIS DETAIL APPLIES AS THE CONCEPT FOR ALL OTHER METAL FLAT SEAM LAP JOINTS. PROVIDE BACKER PLATES @ ALL STRAIGHT SEAM LAP JOINTS @ ALL METAL. 14. CLEATS SHALL BE 24 GAUGE. PROVIDE CLEATS CONTINUOUSLY ALONG LENGTH OF FLASHINGS. 15. MOCK-UPS: PROVIDE MOCK-UPS AS REQUIRED BY SCHEDULE. SOME MOCK-UPS ARE RECOMMENDED FOR REVIEW BY ARCH, WHICH ARE TO BE PROVIDED @ THE CONTRACTOR'S DISCRETION. FLASHINGS SHALL BE REVIEWED BY ARCH ON SITE FOR DESIGN INTENT & COORDINATION. 16. @ SELECT INTERFACES, TRANSITIONS OR TIGHT LOCATIONS, CONTRACTOR CAN ELECT TO COMBINE (SOLDER) METAL FLASHINGS TO BE ONE-PIECE IN LIEU OF MULTIPLE PIECE FLASHINGS. IF A FLASHING IS SHOWN AS ONE-PIECE & THE CONTRACTOR PREFERS TO MAKE THE FLASHING MULTIPLE PIECES, COORDINATE W/ ARCH. 17. SADDLES W/ CLEATED EDGES TYPICALLY RESIDE BELOW OTHER FLASHINGS. HOWEVER, WHERE SADDLES RESIDE 0/ OTHER FLASHINGS OR SADDLES, SADDLES SHALL HAVE HEMMED DRIP OR HEMMED STRAIGHT EDGES TO CLEAT 0/ OTHER FLASHINGS. PROPERLY PREP OTHER FLASHINGS TO RECEIVE HEMMED EDGES. AM E NTOG RO U P 710 2nd Avenue, Suite 400 Seattle, WA 98104 amento rou .com g p 9016 REGISTERED ARCHITECT LISA CLARK MOE STATE OF WASHINGTON The documents created by the Architect and its Consultants for this project are instruments of the Architect's service. The Architect retains all common law, statutory and other reserved rights, including the copyright. The Architect's documents shall not be used by anyone on any other project, except with the Architect's written permission. SUNRISE AT EDMONDS CONDOMINIUMS 8512 242ND ST SW EDMONDS, WA 98026 DECK REMEDIATION SCOPE OF REPAIR WATERPROOFING & FLASHING DETAILS PERMIT SET PROJECT #: 190133 DRAWN BY: METAL NOTES: NJS, IJK CHECKED BY: 1. REFER TO METAL FLASHING SCHEDULE & METAL FLASHING SCHEDULE NOTES ON 1/A0.1. MNM REVISIONS: 2. INSTALL METAL FLASHINGS IN ACCORDANCE W/ SMACNA RECOMMENDATIONS. 03-19-20 100% CDs 04-01-20 PERMIT SET 3. INSTALL METAL FLASHINGS IN SEQUENCE DENOTED ON DRAWINGS. - BLDG DEPT: 4. USE FULL LENGTHS OR LONGEST PIECES OF METAL POSSIBLE. 5. METAL FLASHING FINISHES ARE AS NOTED ON METAL SCHEDULE. 6. FIELD VERIFY ALL FLASHING SIZES & DIMENSIONS; ALL FLASHINGS SHALL FIT TIGHT & TRUE TO SUBSTRATE, UNO. 7. ALL METAL FLASHING IS TO HAVE MINIMUM 4" FLAT SEAM OVERLAPS, LINO. FULLY SEAL PER SPECIFICATIONS. PROVIDE 4" FLAT SEAM OVERLAPS @ BACKER PLATES @ ALL LOCATIONS. DATE: 04-01-20 8. SET ALL METAL IN SEALANT WHERE TYPICAL & NECESSARY IN ORDER TO CREATE SHEET TITLE: WATERTIGHT ASSEMBLIES. SET FLASHINGS IN SEALANT WHERE SHOWN ON DETAILS. 9. SLOPE HORIZONTAL FLANGES AS REQUIRED TO SHED WATER PER DETAILS. METAL 10. ISOLATE ALL METAL FLASHINGS FROM EXTERIOR SHEATHING W/ MINIMUM ONE LAYER OF SCHEDULE TARGET WRB. WRB SHALL NOT RESIDE MORE THAN 4" ABOVE METAL FLASHINGS. 11. FILL OR GRIND CONCRETE @ METAL FLASHINGS SET IN SEALANT @ CONCRETE, For Review BUILDING TYPE: NEEDED TO CREATE COMPLETE SEAL @ INTERFACE. N/A 04/23/2020 10:57:25 AM SHEET #: 12. FINISHED METAL FLASHINGS SHALL BE AESTHETICALLY PLEASING, ALIGN, FORM TIGHT SEAMS & MEET REQUIREMENTS IN SECTION 01 60 00. METAL SCHEDULE & NOTES NO SCALE A001 BUILDING 1 WINDOW / DOOR TYPE U-VALUE1 CPD # WIDTH (FT) HEIGHT (FT) AREA (SOFT) I QUANTITY TOTAL AREA (SQ FT) 6068 SGD 0.30 VPI-A-22-02372-0001 6.00 6.67 40.00 10 400 TOTAL: 10 400 GROSS EXTERIOR WALL AREA: 3225 GLAZED AREA / GROSS EXTERIOR WALL AREA: 12.4% VPI BELLEVUE SLIDING GLASS DOOR SERIES BUILDING 2 WINDOW / DOOR TYPE U-VALUE CPD # WIDTH (FT)l HEIGHT (FT) AREA (SQ FT)l QUANTITY TOTAL AREA (SQ FT) 6068 SGD 0.30 VPI-A-22-02372-0001 6.00 6.67 40.00 4 160 TOTAL: 4 160 GROSS EXTERIOR WALL AREA: 1626 GLAZED AREA / GROSS EXTERIOR WALL AREA: 9.8% VPI BELLEVUE SLIDING GLASS DOOR SERIES GLAZING AREA SCHEDULE NOTES: 1. SCHEDULE: GLAZING AREA SCHEDULE IS PROVIDED FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL FIELD VERIFY QUANTITIES, SIZES & OPERABILITY FOR ALL SLIDING GLASS DOORS TO BE REPLACED. CONTRACTOR SHALL ALSO REVIEW SIZE & OPERABILITY MODIFICATIONS, IF ANY, W/ ARCH PRIOR TO INSTALLATION. 2. THERMAL RESISTANCE: ALL SLIDING GLASS DOORS SHALL HAVE A MAXIMUM THERMAL RESISTANCE U-VALUE OF 0.30 & SHGC OF 0.35 TO COMPLY W/ THE 2015 WASHINGTON ENERGY CODE. 3. NFRC RATING: SLIDING GLASS DOORS MUST BE NFRC RATED. ALL SLIDING GLASS DOORS SHALL BE NFRC CERTIFIED W/ TEMPORARY U-FACTOR LABEL APPLIED TO GLASS & AN NFRC TAB ADDED TO PERMANENT AAMA FRAME LABEL. 4. SAFETY GLASS: PROVIDE SAFETY GLASS (TEMPERED OR LAMINATED @ ALL LOCATIONS REQUIRED BY CODE. 5. TICKLE VENTS: PROVIDE TRICKLE VENTS IN ALL SGDS TO COMPLY WITH 2O15 IBC. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. GLAZING AREA SCHEDULE & NOTES NO SCALE TYPE ABBREVIATION DESCRIPTION COMMENTS MEMBRANE MEM-1 POLYDECK 150SC MEMBRANE @ DECKS PLY-1 1 1/8" AC PLYWOOD SHEATHING @ DECKS SEALANTS SLNT-1 R-GUARD AIRDAM SEALANT @ SGD PENETRATION FLASHING SLNT-2 BASF MASTERSEAL NP 150 MISC EXPOSED PAINTABLE SEALANTJOINTS SLNT-3 DOWSIL 791 OR 795 REFER TO SEALANT SCHEDULE SLNT-4 BASF MASTERSEAL NP-1 SEALANT ASSOCIATED W/ MEM-1 @ INTEGRATION _ OF METAL & FLEXIBLE FLASHINGS SLNT-5 FORTIFIBER MOISTOP SEALANT ASSOCIATED W/WRB INSTALLATION SLNT-6 INT SEALANT SEALANT @ INT OF SGDS FLEXIBLE FF-1 R-GUARD FASTFLASH LIQUID FLASHING @ SGDS FLASHING FF-2 R-GUARD JOINT & SEAM FILLER SUPPLEMENTAL FLEXIBLE FLASHING W/ FF-1 FF-3 GLASS MESH FLEXIBLE FLASHING INTEGRAL W/ MEM-1 @_SEAMS SAM-1 FORTIFLASH @ BLDG CORNERS & GUARDRAIL POSTS SIDING & SID-1 HARDIEPANEL PANEL SIDING ALL DECK FASCIAS SID-ME GENERAL FOR "SIDING TO MATCH (E)" @ ALL (E) SIDING TO BE RE/RE REV-1 FCP-VERTICAL SID-1 PLANAR TRANSIffON REVEAL REV-2 FCP - OUTSIDE CNR OUTSIDE CORNER REVEAL REV-3 FCP - J CHANNEL _SID-1 SID-1 J CHANNEL @ EDGE TERMINATIONS GYPA 5/8" DENSGLASS GOLD GYP ALL DECK TO WALL, DECK SOFFITS & SGD LOCATIONS AS NOTED IN DRAWINGS SPA T1 11 @ SOFFITS ALL DECK SOFFITS WRB FORTIFIBER SUPER JUMBO TEX 60 ALL DECK EDGES & AREAS OF (E) SIDING MINUTE REMOVAL VENT-1 LINEAR SOFFIT VENT STRIP 2 @ EA DECK SOFFIT TRIM-1 5/4X6 TRIM @ STORAGE ROOM TRIM-2 1 X2 SOFFIT TRIM TRIM -ME SGD PERIMETERS ME REFERS TO SIZE & SHAPE ONLY, INCLUDES SGD TRIM & BLDG CORNERS GWB TYPE X INT GYP INT REPAIRS AS NEEDED OPENINGS SGD VPI BELLEVUE SERIES TYP @ DECKS METALS MTL-1 PRE -PRIMED REFER TO METAL FLASHING SCHEDULE MTL-2 GALVANIZED REFER TO METAL FLASHING SCHEDULE MTL-3 PRE -FINISHED REFER TO METAL FLASHING SCHEDULE PAINT PNT-1 TO MATCH GUARDRAILS TOUCH UP PAINT; AS NEEDED PNT-ME GENERAL FOR "PAINT TO MATCH (E)" TOUCH UP PAINT; AS NEEDED MATERIAL SCHEDULE NOTES: 1. MATERIAL SCHEDULE IS PROVIDED FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL MATERIALS W/IN THE SCOPE OF REPAIR. REFER TO SPECIFICATIONS FOR MATERIALS & INSTALLATION INFORMATION FOR SPECIFIC PRODUCTS. 2. ADDITIONAL PRODUCTS & MATERIALS MAY BE INCLUDED IN SPECIFICATION SECTIONS & NOT NOTED HERE. MATERIAL SCHEDULE & NOTES NO SCALE SEALANT COLOR APPLICATION LOCATION PRIMER PAINTED VISIBLE TYPE WET SET JOINT INTEGRAL W/ FF-1 SYSTEM @ BACK OF NONE NO NO SLNT-1 N/A FRAME @ ALL SGDS @ MISC HEADFLASHING @ SET IN SEALANT NONE NO NO SGD ALL WOOD TRIM SET IN SET IN SEALANT VERIFY NO NO SEALANT@ BUTT JOINTS ALL EXPOSED FILLET SLNT-2 WHITE FILLET SEALANT SEALANT JOINTS AT WOOD VERIFY YES YES JOINT TRIM & GUARDRAILS MISCELLANEOUS METAL TO METAL TO METAL NONE NO NO METAL LAP SEAMS SLNT-3 LIMESTONE ALL METAL FLASHINGS SET SET IN SEALANT IN SEALANT O/ METAL VERIFY NO NO ACCESSORIES ALL FILLET SEALANT JOINTS FILLET SEALANT TBD BYARCH AS AN INTEGRAL PART OF VERIFY YES YES JOINT MEM-1 ALL METAL TO METAL LAP SEAMS ASSOCIATED AS TBD BYMFR METAL TO METAL VERIFY NO NO INTEGRAL PART OF MEM-1 SYSTEM SLNT4 METAL & FLEXIBLE FLASHINGS SET IN SEALANT TBD BY MFR SET IN SEALANT WHERE INSTALLED AS VERIFY NO NO INTEGRAL PART OF MEM-1 SYSTEM MEM-1 TERMINATION BACKER ROD & SEALANT JOINT; W/ & W/O TBD BYARCH VERIFY NO YES SEALANT JOINT SAND BROADCAST PER DETAILS ALL MISC SEALANT JOINTS SLNT-5 TBD BY MFR SET IN SEALANT ASSOCIATED W/ WRB & VERIFY NO NO SAM-1 INSTALLATIONS COLOR TO CONTINUOUS AROUND ALL MATCH INTERIOR FILLET SLNT-6 SGDS WHERE REMOVED & VERIFY YES YES ORIGINAL JOINT REINSTALLED INSTALLATION SEALANT SCHEDULE NOTES: 1. SEALANT SCHEDULE IS A GUIDELINE FOR COMMON SEALANT INSTALLATIONS W/ RESPECT TO FINISHED MATERIALS, COLORS, & PRODUCTS. NOT ALL SEALANT INSTALLATIONS ARE ACCOUNTED FOR ON THE SCHEDULE. 2. REFER TO DETAILS FOR SEALANT IDENTIFIED @ SPECIFIC LOCATIONS. IF DISCREPANCIES EXIST, CONTRACTOR SHALL NOTIFY ARCH. 3. REF SECTION 01 60 00 — JOINT SEALANT FOR MATERIALS & INSTALLATION INFORMATION. 4. CLARIFICATIONS & MODIFICATIONS TO SCHEDULE WILL BE PROVIDED BY ARCH. AM E NTOG RO U P 710 2nd Avenue, Suite 400 Seattle, WA 98104 amentogroup.com 9016 REGISTERED ARCHITECT r) LISA CLARK MOE STATE OF WASHINGTON The documents created by the Architect and its Consultants for this project are instruments of the Architect's service. The Architect retains all common law, statutory and other reserved rights, including the copyright. The Architect's documents shall not be used by anyone on any other project, except with the Architect's written permission. SUNRISE AT EDMONDS CONDOMINIUMS 8512 242ND ST SW EDMONDS, WA 98026 DECK REMEDIATION SCOPE OF REPAIR 5. CONTRACTOR TO VERIFY IF PRIMER IS REQUIRED FOR SPECIFIC SUBSTRATES. PERFORM PULL TESTS AS WATERPROOFING & NOTED IN SPECIFICATIONS & AS RECOMMENDED OR REQUIRED BY MFR. FLASHING DETAILS 6. PAINT SEALANTS IN ACCORDANCE W/ SEALANT SCHEDULE; PAINT EXPOSED SLNT-2 @ ALL LOCATIONS WHEN INSTALLED AS A PART OF, OR ADJACENT TO, MATERIALS SCHEDULED TO BE PAINTED. 7. A VARIETY OF SLNT-2 & SLNT-3 COLORS MAY BE SELECTED BY ARCH; SELECTED COLORS ARE DEPENDENT PERMIT SET ON ADJACENT MATERIAL COLORS. PROJECT #: 3 SEALANT SCHEDULE & NOTES 190133 A0.2 NO SCALE DRAWN BY: NJS, IJK CHECKED BY: MNM REVISIONS: 03-19-20 100% CDs 04-01-20 PERMIT SET BLDG DEPT: DATE: 04-01-20 SHEET TITLE: MISCELLANEOUS SCHEDULES For Review BUILDING TYPE 04/23/2020 10:57:25 AM NSA SHEET #: A002 SITE PLAN NOTES: 1. THIS SITE PLAN SUPERSEDES SITE PLAN PROVIDED ON PAGE 4 OF PROJECT MANUAL. 2. REF SECTION 01 10 00 - DESCRIPTION OF THE WORK FOR SPECIFIC DEMOLITION & REMEDIATION SCOPE OF WORK. 3. CONTRACTOR SHALL MARK & ESTABLISH PROPERTY LINES FOR COMPLEX & NOT EXTEND ANY CONSTRUCTION ACTIVITIES BEYOND INTO NEIGHBORING PROPERTIES W/O PERMISSION OR ADEQUATE PERMITS. PROPERTY LINE SHOWN IN DRAWINGS ARE APPROXIMATE. 4. (E) PARKING, TREES, SIDEWALKS, CURBS, & SURROUNDING BUILDINGS SHALL REMAIN UNDISTURBED. 5. UNIT NUMBERS ARE PROVIDED FOR CONTRACTOR'S REFERENCE. 6. REF SHEET A2.1 FOR EAST BUILDING ELEVATIONS. 7. REF SHEET A3.1 FOR TYPICAL ENLARGED DECK PLANS. 8. REF SHEET A3.2 FOR TYPICAL ENLARGED GUARDRAIL ELEVATIONS. 9. REF SHEET A3.3 FOR TYPICAL ENLARGED ELEVATIONS. 10. DECKS SHOWN ARE REPRESENTATIVE; REF BUILDING ELEVATIONS ON SHEET A2.1 & ENLARGED DECK PLANS ON SHEET A3.1 FOR VARIATIONS. GUARDRAILS NOT SHOWN ON DECKS FOR CLARITY. 11. CONTRACTOR SHALL ASK ARCH FOR CLARIFICATIONS NEEDED TO UNDERSTAND SCOPE & EXTENT OF WORK. NOTIFY ARCH OF ANY FIELD DISCREPANCIES. BASIC SITE PLAN INFORMATION: ADDRESS OF PROPERTY: 8512 242ND ST SW EDMONDS, WA 98026 OWNER: SUNRISE AT EDMONDS CONDOMINIUMS HOMEOWNER'S ASSOCIATION LEGAL DESCRIPTION: PARCEL A THAT PORTION OF LOT 3, BLOCK 25, HANBURY'S SOUND VIEW TRACTS, ACCORDING TO THE PLAT RECORDED IN VOL. 7 OF PLATS, PG. 20, RECORDS OF SNOHOMISH COUNTY, WA., LYING WESTERLY OF A LINE DRAWN PARALLEL W/ & 10 FT. WESTERLY & SOUTHWESTERLY, WHEN MEASURED AT RT. ANGLES &/OR RADIALLY, FROM THE FOLLOWING DESCRIBED RIGHT-OF-WAY.BEG. @ A PT. ON THE N. LINE OF SAID LOT OPPOSITE HIGHWAY ENG'S. STATION (HEREINAFTER REFERRED TO AS HES) L-185+30 ON THE L-LINE SURVEY OF ST. HIGHWAY RT. 104 & 190 FT. SOUTHWESTERLY FROM SD. STN.; THENCE SOUTHERLY TO A PT. OF CURVE OPPOSITE HES L-186+05.9 ON SD L-LINE SURVEY & 281.20 FT. SOUTHWESTERLY FROM SD. STN; THENCE ALONG THE ARC OF A CURVE TO THE LEFT TO A PT. OF TANGENCY OPPOSITE HES L-187+89 ON SD. L-LINE SURVEY & 337.07 FT SOUTHWESTERLY FROM SD. STN THENCE EASTERLY, TANGENT TO SD CURVE, TO A PT. OPPOSITE HES L-188+30.8 ON SD. L-LINE SURVEY & 307.80 FT. SOUTHWESTERLY THEREFROM & THE END OF THIS RIGHT-OF-WAY LINE DESCRIPTION. oADrr-:i a EASTERLY 70FT. OF LOT 4, BLK. 25, HANBURY'S SOUND VIEW TRACTS, ACCORDING TO THE PLAT REC. IN VOL. 7 OF PLATS, PAGE 20, RECORDS OF SNOHOMISH COUNTY, WA. ALL SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. ASSESSOR PARCEL NO: 00812000000000 LOT COVERAGE INFORMATION: LOT AREA: EXISTING BUILDINGS NEW ADDITIONS: TOTAL COVERAGE 34,491 SQ FT 9,102 SQ FT N/A 26% COVERAGE SITE PLAN LEGEND: O BUILDING NUMBER XX I UNIT NUMBER (E) BUILDING (E) LANDSCAPING (E) PROPERTY LINE FOR REFERENCE ONLY (E) FENCE 0DS (E) DOWNSPOUT; RE/RE @ DECKS AS NEEDED TO ACCOM WORK For Rniview 04/23/2020 10:57:25 AM AM E NTOG RO U P 710 2nd Avenue, Suite 400 Seattle, WA 98104 amentogroup.com 9016 REGISTERED AR�AC�HIITTECT LISA CLARK MOE STATE OF WASHINGTON The documents created by the Architect and its Consultants for this project are instruments of the Architect's service. The Architect retains all common law, statutory and other reserved rights, including the copyright. The Architect's documents shall not be used by anyone on any other project, except with the Architect's written permission. SUNRISE AT EDMONDS CONDOMINIUMS 8512 242ND ST SW EDMONDS, WA 98026 DECK REMEDIATION SCOPE OF REPAIR WATERPROOFING & FLASHING DETAILS PROJECT #: DRAWN BY: CHECKED BY: PERMIT SET 190133 NJS, IJK MNM REVISIONS: 03-19-20 100% CDs 04-01-20 PERMIT SET BLDG DEPT DATE: 04-01-20 SHEET TITLE: SITE PLAN BUILDING TYPE: N/A SHEET #: 1 SITE PLAN N A1.1 1 /16" = V-0" (J� (E) DOWNSPOUT, TYP; RE/RE AS NEEDED TO ACCOM WORK; REF 14/A5.1 FOR DECK PENETRATION (E) VINYL SIDING; RE/RE AS NEEDED TO ACCOM WORK; REP W/ SID-ME AS NEEDED SGD W/ TRIM -ME, TYP; REF 20/A3.3 (E) WALL MOUNTED LIGHT, TYP; RE/RE AS \IEEDED TO ACCOM WORK; REF 15/A3.3 ;E) WINDOW & TRIM TO REMAIN JNDISTURBED, TYP (N) FASCIA MOUNTED GUARDRAIL, TYP AM E NTOG RO U P 710 2nd Avenue, Suite 400 Seattle, WA 98104 amentogroup.com 9016 REGISTERED ARCHITECT NLISA S The documents created by the Architect and its Consultants for this project are instruments of the Architect's service. The Architect retains all common law, statutory and other reserved rights, including the copyright. The Architect's documents shall not be used by anyone on any other project, except with the Architect's written permission. SUNRISE AT EDMONDS CONDOMINIUMS 8512 242ND ST SW EDMONDS, WA 98026 DECK REMEDIATION ELEVATION NOTES: SCOPE OF 1. SECTION 01 10 00: REF SECTION 01 10 00 - DESCRIPTION OF THE WORK FOR SPECIFIC DEMOLITION & REPAIR REMEDIATION SCOPE OF WORK. 2. ELEVATIONS: AS -BUILT ELEVATIONS HAVE BEEN MODIFIED TO DEMONSTRATE (N) MATERIALS & RELATIONSHIPS. ELEVATIONS ARE PROVIDED FOR REFERENCE, NOTING, & TAGGING. REFER TO ACTUAL TAGGED DETAILS FOR INSTALLATION OF (N) MATERIALS. WATERPROOFING & FLASHING DETAILS 3. (E) CONDITIONS: ELEVATIONS MAY NOT REFLECT EXACT GRADE RELATIONSHIPS. ELEVATIONS MAY NOT REFLECT EXACT QUANTITY & LOCATIONS OF VENTS, ELECTRICAL & GAS METERS, DOWNSPOUTS, OR MISCELLANEOUS ACCESSORIES & PENETRATIONS. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS ON 51DING; SITE. NEEDED TO PERMIT SET 'ORK1 REP 4. ACCESSORIES: NOT ALL WALL -MOUNTED ACCESSORIES ARE SHOWN ON ELEVATIONS. CONTRACTOR TO VERIFY AS NEEDED LOCATIONS & QUANTITIES OF ALL (E) WALL -MOUNTED ACCESSORIES, INCLUDING, BUT NOT LIMITED TO, AIM -ME EXTERIOR LIGHTING, ELECTRICAL OUTLETS, REMOVABLE & NON -REMOVABLE BOXES, CONDUITS, FIRE PROJECT#: TYP; .3 EXTINGUISHERS, EXHAUST VENTS, LOUVERS, & HOSE BIBS. 190133 DRAWN BY: MOUNTED 5. UNIT NUMBERS: REF SITE PLAN ON SHEET A1.1 FOR INDIVIDUAL UNIT NUMBERS. NJS, IJK RE/RE R P; AS CHECKED BY P; RE/REACCO6. SID-1: INSTALL SID-1 @ ALL DECK FASCIAS. REF 20B/A5.1 FOR TYPICAL INSTALLATION. MNM F 15/A3.3 REVISIONS: 7. (E) SIDING & SID-ME: CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXTENT OF (E) SIDING REMOVAL _ 03-19-20 100% CDs W & TRIM REQUIRED TO ACCOM THE WORK. CONTRACTOR SHALL SAVE (E) SIDING @ (E) FRAMED GUARDRAIL WALLS TO 04-01-20 PERMIT SET N BE USED TO REPLACE DAMAGED SIDING WHERE POSSIBLE. PROVIDE SID-ME COMPONENTS WHERE ;BED, TYP NECESSARY TO COMPLETE VINYL SIDING REINSTALLATION. BLDG DEPT: MOUNTED 8. TRIM: SIZES OF TRIM SHALL BE AS NOTED IN SECTION 01 60 00. ,IL, TYP 9. DOWNSPOUTS & GUTTERS: ALL GUTTERS SHALL REMAIN INSTALLED. RE/RE (E) DOWNSPOUTS @ DECKS TO ACCOM THE WORK. DOWNSPOUT CONFIGURATION, LAYOUT & LOCATION SHALL MATCH (E), EXCEPT @ UNIT 13 STORAGE ROOM; COORD W/ ARCH. 10. DECKS: 3 TYPES OF DECK CONFIGURATIONS OCCUR @ EAST ELEVATIONS. REF SHEET A1.1 FOR LOCATIONS & SPOUT, TYP; IDENTIFICATION OF DECK TYPES ON SITE PLAN. REF A3.1 FOR ENLARGED DECK PLANS. NEEDED TO DATE: ORK; REF 11. STRUCTURAL: REF STRUCTURAL SHEETS S1.0 & S3.0 FOR DECK DETAILS & MODIFICATIONS. 04-01-20 R IDECK SHEET TITLE: 12. GUARDRAILS: GUARDRAIL CONFIGURATIONS ARE SHOWN ON ELEVATIONS FOR REFERENCE ONLY; REF SHEET FION A3.2 FOR ENLARGED ELEVATIONS. EAST BUILDING 13. WINDOWS & SGDS: ALL WINDOWS ARE SCHEDULED TO REMAIN INSTALLED. ALL SGDS @ ELEVATED DECKS ARE 13 STURAGE RUM; SCHEDULED TO BE REPLACED W/ (N). (N) SGDS SHALL MATCH (E) SIZE & OPERATION a@ EA LOCATION, UNO. E L EVAT I O N S COORD LOCATION W/ CONTRACTOR TO VERIFY SGD CONFIGURATION, OPERATION, SIZE, LOCATION & QUANTITY ON SITE. ARCH 14. LIGHTS: ALL WALL MOUNTED LIGHTS AT (E) SGD TRIM LOCATIONS SHALL BE RE/RE FdfM_k.A,uV_iew BUILDING TYPE: 15. RECEPTACLES: CONTRACTOR TO VERIFY & NOTIFY ARCH OF ALL (E) OUTLET RECEPTA'�ARF&%:57:25 AM N/A SHEET #: 16. FLASHING& REF 16/A5.1 FOR VARIOUS METAL FLASHING TRANSITIONS @ DECKS. BUILDING 2 - EAST ELEVATION 3/16" = V-0" A201 (E) DOWNSPOUT (E) WINDOW PENETRATION 20A TO REMAIN 19C WHERE OCCURS; A5.1 UNDISTURBED A4.1 REF 14/A5.1 TYP 16D 9A A5.2 A5.1 0DS 19 A5.2 @ UNIT 10 W p ZMEM-1;�7 4 W A3.2 1B 16A A5.1 A5.1 � � � ` (N) FASCIA NOTE: RELOCATE (E) MOUNTED DOWNSPOUT AS 20B GUARDRAIL 9TYP A5.1NEEDED TO ACCOM THE WORK. 1 A3.2 1 DECK TYPE 1 - PLAN A3.1 3/8" = 1'-0" SGD; REF 20/A3.3 -SLOPE 20A- (E) WINDOW 19C SGD; REF TT TO REMAIN A4.1 20/A3.3 YP UNDISTURBED W p ZMEM-1;�7/ /� _ SLOPE A5.2 A5.1 j (N) FASCIA C21 MOUNTED 1A A5.1 GUARDRAIL A5.1 TYP 2 DECK TYPE 2 - PLAN A3.1 3/8" = 1'-0" (E) DOWNSPOUT (E) WINDOW PENETRATION; TO REMAIN REF 14/A5.1 [UNDISTURBED ROOFEDGE ABOVE (N) CUSTOM FASCIA MOUNTED GUARDRAIL W/ ALUM PANEL; REF 3/A3.2 FOR ELEVATION, COORD FINAL DESIGN W/ ARCH 8��� NOTE: RELOCATE (E) DOWNSPOUT AS NEEDED TO ACCOM THE WORK. 3 DECK TYPE 3 - PLAN A3.1 3/8" = 1'-0" W a O J (N) FASCIA - MOUNTED GUARDRAIL 2 A3.2 Z�MEM-1 i SGD; REF 204 20/A3.3 A5.1 AM E NTOG RO U P SLOPED VALLEY 710 2nd Avenue, Suite 400 Seattle, WA 98104 amentogroup.com 9016 REGISTERED ARCHITECT LISA CLARK MOE STATE OF WASHINGTON The documents created by the Architect and its Consultants for this project are instruments of the Architect's service. The Architect retains all common law, statutory and other reserved rights, including the The Architect's Ecopyright. documents shall not be used by anyone on any other project, except with the Architect's written permission. SUNRISE AT EDMONDS DECK PLAN NOTES: CONDOMINIUMS 1. MATERIALS: PLANS MAY NOT SHOW ALL MATERIALS. REF DETAILS, SECTION 01 10 00 - SLOPED VALLEY DESCRIPTION OF THE WORK & SPECIFICATIONS FOR MATERIALS TO BE INSTALLED. 8512 242ND ST SW 2. DIMENSIONS: DECK DIMENSIONS MAY VARY; NUMBER OF GUARDRAIL POSTS MAY VARY; EDMONDS, WA 98026 CONTRACTOR TO VERIFY (E) CONDITIONS ON SITE. 3. GUARDRAILS: GUARDRAILS SHOWN HEREIN ARE GENERAL & MAY NOT REPRESENT ALL GUARDRAIL CONFIGURATIONS. REF NOTES, ENLARGED ELEVATIONS & ARCHITECT FOR VARIATIONS. LOCATE ALL GUARDRAIL POSTS TO BE EQUALLY SPACED & CENTERED ALONG LENGTH OF DECKS, TYP. INSTALL GUARDRAILS @ 4'-0" ON CENTER MAXIMUM DECK SPACING, UNO, TYP. REMEDIATION 4. CONFIGURATIONS: NOT ALL DECKS ARE SHOWN ON ENLARGED DECK PLANS. ENLARGED DECK PLANS REPRESENT EACH TYPE OF DECK LAYOUT INCLUDING INTERFACES, SCOPE OF GUARDRAIL CONFIGURATIONS & SLOPING. SLIGHT VARIATIONS WITHIN EACH DECK TYPE MAY OCCUR, CONTRACTOR TO VERIFY ON SITE. REPAIR 5. ENLARGED GUARDRAIL ELEVATIONS: REF ENLARGED GUARDRAIL ELEVATIONS ON SHEET A3.2 FOR CONCEPT & AESTHETICS OF GUARDRAILS @ DECKS. NOT ALL GUARDRAIL ELEVATIONS ARE TAGGED ON PLANS & ELEVATIONS. WATERPROOFING & 6. PLATE BRACKETS: ALL FASCIA MOUNTED GUARDRAIL POSTS HAVE PLATE BRACKETS, TYP. REF 10/A3.3 FOR ENLARGED PLATE BRACKET. FLASHING DETAILS 413 �5.2 7. EXPOSED FASTENERS: COORD ALL EXPOSED FASTENER LAYOUTS W/ ARCH, WHERE THEY OCCUR; LAYOUTS MAY VARY. PERMIT SET 8. (E) DOWNSPOUTS: DOWNSPOUTS SHOWN ON TYPICAL DECK PLANS DO NOT OCCUR AT ALL NOTED LOCATIONS; CONTRACTOR TO VERIFY (E) DOWNSPOUT LOCATIONS. 9. SOFFIT VENTS: VENT-1 LOCATIONS ARE NOT SHOWN. INSTALL VENT-1 FULL LENGTH OF PROJECT# 190133 EA DECK SOFFIT. INSTALL PERPENDICULAR TO DECK JOISTS. REF 20/A5.1 FOR TYPICAL DRAWN BY: NJS, IJK VENT-1 INSTALLATION LOCATIONS. 10. SLOPING: INSTALL PLY-1 O/ TAPERED JOISTS @ ALL DECKS TO SLOPE MIN 1/4', PER FT. CHECKED BY MNM CONTRACTOR TO VERIFY (E) SLOPING & PROVIDE SLOPED SLEEPERS AS NEEDED TO REVISIONS: ACHIEVE 1/4" PER FT SLOPE MIN. COORD W/ ARCH FOR LOCATIONS WHERE 1/41, SLOPE IS UNATTAINABLE. SLOPE DECKS AS SHOWN ON PLANS. 03-19-20 100% CDs SLOPED 04-01-20 PERMIT SET VALLEY 11. SGDS: REF 20/A3.3 FOR TYPICAL SGD ENLARGED ELEVATION. _ _ SLOPE / 1 9B 413 A5.2 A5.; 12. STRUCTURAL: REF STRUCTURAL SHEETS S1.0 - S2.0 FOR ADDITIONAL DECK DETAILS, BLDGDEPT: MODIFICATIONS & GUARDRAIL ATTACHMENTS. DETAIL REFERENCE NOTES: 1. GENERAL: NOT ALL DETAILS ARE TAGGED ON PLANS; REF DETAILS & SECTION 01 10 00 - DESCRIPTION OF THE WORK FOR SCOPE OF WORK @ DECKS. DATE 04-01-20 2. BUILDING CORNERS: FOR TYPICAL SID-ME EXTERIOR CORNERS & MATERIAL SHEET TITLE: TRANSITIONS, REF 9A/A5.2. TYPICAL 3. SID-1 REVEALS: INSTALL REV-1 & REV-2 @ ALL SID-1 TRANSITIONS & JOINTS. REF SHEET ENLARGED DECK A3.2 FOR TYPICAL REVEAL LAYOUTS. COORD FINAL LAYOUTS W/ ARCH. REF 6/A5.1 FOR �+ TYPICAL DETAILS. PLANS 4. LIGHTING: RE/RE (E) WALL MOUNTED LIGHTS @ DECKS AS g N ED TO A M THE WORK; REF 20/A5.2 FOR TYPICAL PENETRATION FLASHING 5/A Q ew BUILDING TYPE: ENLARGED ELEVATION. REF SECTION 01 10 00 - DESCRIPTIO O 0 3/Z Z 7: AM NSA MOUNTED LIGHTS. SHEET#: A301 4 � A3.2 c Iq Cfl 4Y CEN 6 CEN I I r TYP TYPICAL DECK TYPE 1 FRONT - ELEVATION ill = 1'-0" C fl 4Y C fl W' C fl SID-ME OR (E) VINYL SIDING TO BE RE/RE REV-3 SID-ME OR (E) VINYL SIDING TO BE RE/RE EQ EQ I I r TYPICAL DECK TYPE 1 RETURN - ELEVATION ill = 1'-0" A MOUNTED kIL GASKETED RS, TYP AM E NTOG RO U P 710 2nd Avenue, Suite 400 Seattle, WA 98104 amentogroup.com 9016 REGISTERED ARCHITECT LISA CLARK MOE STATE OF WASHINGTON The documents created by the Architect and its Consultants for this project are instruments of the Architect's service. The Architect retains all common law, statutory and other reserved rights, including the copyright. The Architect's documents shall not be used by anyone on any other project, except with the Architect's written permission. SUNRISE AT EDMONDS CONDOMINIUMS 8512 242ND ST SW EDMONDS, WA 98026 9A < 4" A5.2 Y DECK H z � SID-ME OR (E) 3 VINYL SIDING REMEDIATION N TO BE RE/RE SCOPE OF SID-ME OR (E) REPAIR VINYL SIDING TO BE RE/RE REV-3 < 4" TYP ENLARGED GUARDRAIL ELEVATION NOTES: 1. MATERIALS: ELEVATIONS MAY NOT SHOW ALL MATERIALS. REF DECK DETAILS & SECTION 01 10 WATERPROOFING & 00 - DESCRIPTION OF THE WORK FOR FULL SCOPE OF WORK. FLASHING DETAILS @ UNIT 12 TO 13 DECK 2. DIMENSIONS: DECK DIMENSIONS MAY VARY; NUMBER OF GUARDRAIL POSTS MAY VARY; TRANSITION � REV-4 7 1A SID-1 REV-1; REF 10 20B LEXPOSED (N) FASCIA 8B 4B CONTRACTOR TO VERIFY. 24" MAX �, A5.1 6A/A5.1 A3.3 A5.1 GASKETED MOUNTED A5.2 A5.2 PERMIT SET lei TYP TYP TYP FASTENERS, GUARDRAIL 3. PLANS: REF SHEET A3.1 FOR DECK PLANS INDICATING SLOPING & GUARDRAIL POST LAYOUTS TYP FOR TYPICAL DECKS. PROJECT #: 2 TYPICAL DECK TYPE 2 FRONT - ELEVATION 4. GUARDRAILS: GUARDRAIL ELEVATIONS SHOWN HEREIN ARE GENERAL & MAY NOT REPRESENT 190133 ALL GUARDRAIL CONFIGURATIONS. REF NOTES, PLANS & ARCHITECT FOR VARIATIONS. LOCATE DRAWN BY: ALL GUARDRAIL POSTS @ DECK TYPES 1 & 2 TO BE EQUALLY SPACED & CENTERED ALONG NJS, IJK LENGTH OF DECKS, TYP; COORD GUARDRAIL POST SPACING W/ ARCH @ DECK TYPE 3 DURING CHECKED BY: EQ EQ CONSTURCTION. INSTALL GUARDRAILS @ 4'4" ON CENTER MAXIMUM SPACING, UNO, TYP. MNM (E) ROOF TO REMAIN VIF; 4-0" MAX 4'-6" MAX 4'-6" MAX 9B REVISIONS: UNDISTURBED TRIM-1 A5.2 5. SIDE ELEV GUARDRAILS: SIDE ELEVATION GUARDRAILS SHALL BE INSTALLED LEVEL @ TOP & BOTTOM RAILS. ESTABLISH 42" HIGH MINIMUM WHERE GUARDRAILS MEET BUILDING. 03-19-20 100% CDs _ 04-01-20 PERMIT SET CUSTOM ALUM < 4" < 4" TYP PANEL; 6. PLATE BRACKETS: ALL FASCIA MOUNTED GUARDRAIL POSTS HAVE POST PLATE BRACKETS, - CONTRACTOR H TYP TYP. REF 10/A3.3 FOR ENLARGED PLATE BRACKET. REF 1/A5.1 FOR TYPICAL GUARDRAIL POST BLDGDEPT TO VERIFY < 4" CONNECTIONS. PANEL DIMS AS TYF ----3" TYP NEEDED TO 7. EXPOSED FASTENERS: COORD ALL EXPOSED FASTENER LAYOUTS W/ ARCH, WHERE THEY ACHIEVE 4" ~ OCCUR; LAYOUTS MAY VARY. ALL EXPOSED FASTENERS SHALL BE GASKETED. MAX SPACING z SID-ME OR (E) VINYL SIDING 8. SID-1 FASCIA: BASE OF SID-1 DECK FASCIA TO BE LEVEL, TYP. ANGLE TOPS OF SID-1 TO MATCH B/W TOP OF _ TO BE RE/RE ALUM PANEL & ILL SLOPES; ENSURE FULL OVERLAPS OF SID-1 W/ MTL #7, TYP. BOT OF (E) > Z/ ROOF 9. SID-1 LENGTHS: WHERE SID-1 IS SCHEDULED TO BE INSTALLED & WHERE SINGLE LENGTH OF REV-3, TYP SID-1 CANNOT BE INSTALLED, INSTALL REV-1 O/ PLY FURRING CENTERED BETWEEN EACH DATE -L-LILL I I _L_[L GUARDRAIL POST, UNO. 04-0120 SHEET TITLE: TYPICAL < 4" TYP 10. SID-1 REVEALS: INSTALL REV-1 & REV-2 @ ALL SID-1 TRANSITIONS & JOINTS. REF SHEET A3.2 FOR TYPICAL REVEAL LAYOUT. COORD FINAL LAYOUT W/ ARCH. REF 6/A5.1 FOR TYPICAL ENLARGED 0 0 F. 0 0 q DETAILS. l 1 GUARDRAIL ° 0 0 0 0 0 11. (E) SIDING & SID-ME: CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXTENT OF (E) SIDING REV-1; REF REMOVAL REQUIRED TO ACCOM THE WORK. CONTRACTOR SHALL SAVE (E) SIDING @ (E) ELEVATIONS 6A/A5.1 FRAMED GUARDRAIL WALLS TO BE USED TO REPLACE DAMAGED SIDING WHERE POSSIBLE. 8A 20B 10 SID-1 1A EXPOSED 7 (N) FASCIA 8B 4B PROVIDE SID-ME COMPONENTS WHERE NECESSARY TO COMPLETE VINYL SIDING For Review BUILDING TYPE A5.2 A5.1 A3.3 24" MAX �, A5.1 GASKETED MOUNTED A5.2 A5.2 REINSTALLATION. N/A TYP TYP SIM FASTENERS, GUARDRAIL 04/23/2020 10:57:26 AM SHEET TYP TYP # 12. CUSTOM ALUM PANEL: ALUM PANEL OCCURS @ DECK TYPE 3 ONLY. COORD FINAL DESIGN W/ ARCH. 3 TYPICAL DECK TYPE 3 FRONT - ELEVATION A3 2 1 " = 1'-0" A302 NOTE: DETAIL SHOWS #7 METAL, BUT ESTABLISHES CONCEPT APPLICABLE TO ALL METAL FLASHINGS W/ FLAT SEAM TRANSITIONS, AM E NTOG RO U P WHERE BACKER PLATES ARE SCHEDULED; REF 1/A0.1 FOR METAL SCHEDULE. 710 2nd Avenue, Suite 400 Seattle, WA 98104 7 1/8" GAP @ FLAT LAP SEAM; amentogroup.com SET IN SLNT-4; REF 12/A5.1 FOR SECTION TOP OF DECK 9016 SURFACE REGISTERED ARCHITECT • BACKER PLATE LISA CLARK MOE STATE OF WASHINGTON 4" 4" The documents created by the Architect and its Consultants SID-1 for this project are instruments of the Architect's service. The TYPICAL DECK EDGE FLAT SEAM Architect retains all common 1 NOT USED 2 NOT USED 3 NOT USED 4 NOT USED 5 METAL TRANSITION - ELEVATION law, statutory and other reserved rights, including the copyright. The Architect's A3.3 NO SCALE A3.3 NO SCALE A3.3 NO SCALE A3.3 NO SCALE A3.3 311 = 1 1-011SI°-GE"-TR-EL_°°' documents shall not be used by anyone on any other NOTE: REF STRUCT FOR project, except with the FASTENER SPACING, Architects written permission. WELD & PLATE BRACKET DIMENSION REQUIREMENTS. NOTE: REF 1 A/A5.1 7 SUNRISE AT FOR PLAN/SECTION @ POST CONNECTION. E D M O N D S NOTE: REF 1B/A5.1 CONDOMINIUMS FOR SIM EXT CORNER PLATE BRACKETS. 8512 242ND ST SW SID-1 @ FASCIA DECK EDMONDS, WA 98026 POST W/ WELDED PLATE BRACKETS, SUBSET BASE FLANGES TO BE CAP W/ WEEP FLUSH & PLANAR W/ O O HOLE TO BE FACE OF GUARDRAIL FLUSH W/ BASE DECK POST OF POST TYP REMEDIATION 6 NOT USED 7 NOT USED 8 NOT USED 9 NOT USED 10 GUARDRAIL POST EXTENSION RAELEV°°z SCOPE OF A3.3 NO SCALE A3.3 NO SCALE A3.3 NO SCALE A3.3 NO SCALE A3.3 3 - 1 0 - - - - REPAIR (E) WINDOW OR SGD, TYP; REF 20/A3.3 FOR WATERPROOFING & ENLARGED SGD FLASHING DETAILS ELEVATION VINYL MOUNT BLOCK PERMIT SET SID-ME OR (E) VINYL SIDING- RE/RE AS NEEDED PROJECT#: TO ACCOM WORK 190133 TRIM -ME OR (E) DRAWN BY: NJS, IJK TRIM TO REMAIN CHECKED BY 20 INSTALLED, TYP M N M 5.2 REVISIONS: 03-19-20 100% CDs 04-01-20 PERMIT SET 11 NOT USED 12 NOT USED 13 NOT USED 14 NOT USED 15 TYPICAL LIGHT FIXTURE - ELEVATION — A3.3 NO SCALE A3.3 NO SCALE A3.3 NO SCALE A3.3 NO SCALE A3.3 1-1/2" = V-0" SID_GEN-FL-EL-003 BLDGDEPT: 1 13 SLNT-2 A4.1 TYP BUTT JOINT, 19A TYP A4.1 CONT BR DATE: 196 & SLNT-2 04-01-20 TYP @ JAM BS & HEAD SHEET TITLE: TYPICAL SID-ME SGD OR (E) TRIM -ME, ENLARGED VINYL TYP SIDING; ELEVATIONS RE/RE AS NOTE: REF NEEDED TO 20A -.1 TYP 1 A Fo i 3W fe BUILDING TYPE: ACCOM I�ICHT_ NSA n4l SGD Z �iM INSTALL NOTE: REF SHEET A3.1 FOR LOCATIONS @ ENLARGED DECK PLAN & 6/A4.1 FOR INSTALL SEQ. SHEET #: 16 NOT USED 17 NOT USED 18 NOT USED 19 NOT USED 20DTYPICAL SGD - ELEVATION .1/2" = 1'-0" SGD-GEN_FL_EL_001 A303 A3.3 NO SCALE A3.3 NO SCALE A3.3 NO SCALE A3.3 NO SCALE INSTALL 2 LAYERS OF WRB @ JAMBS OVER JAMB FLANGES, TIGHT TO FRAME; SET EDGES OF WRB IN SLNT-5 @ SGD FLANGES F INSTALL WRB @JAMBS SGD PENETRATION FLASHING INSTALLATION SEQUENCE NO SCALE SGD_GEN_FL_SQ_001 NOT USED rli� NOT USED NO SCALE A4.1 NO SCALE NOTE -CONTRACTOR RESPONSIBLE FOR PROPER TIE-IN & SEQUENCING OF MEM-1 @ SILL PAN. INSTALL MEM-1 W/ INTEGRAL FF-3 @ SILL PAN. 2 EMBED CONT @ JAMBS & HEAD 2 IN SLNT-1 @ INT PERIMETER OF RO; RIVET @ CORNERS AS NEEDED TO FORM TIGHT SEAL II I III I I I II I �I II 4 METAL SILL PAN, SET 1 IN SLNT-4; REF II IIII 17B/A4.1; PRE -COAT III SILL PAN AS ALLOWED \ II IIII BY SPECIFICATIONS, NOTE: HEIGHT OF REF SECTION 01 60 00 VERTICAL FLANGE OF METAL SILL NOTE- MTL #5 SILL PAN MAY VARY. PAN INSTALLATION IS SIM; REF 17A/A4.1. INSTALL METAL SILL PAN & PERIMETER "L" METAL FLASHING B INSTALL MEM-1 Tolnn nnr u�Ar� & BR & SLNT-2 BETWEEN TRIM -ME & SGD FRAME, @ HEAD & JAMBS =M-1 INSTALLED @ LL DEPTH & TIGHT OF SILL PAN �p DECK TO WALL FERFACE; REF A/A5.1 FOR 'PICAL ADJACENT :CK TO WALL :CTIONS SLNT-2 BUTT JOINT, TYP C INSTALL FF-1 @JAMBS &HEAD H INSTALL METAL HEAD FLASHING F-1; COAT RO HEAD & AM BS UP TO & gCLUDING MTL #2 "L" 1ETAL FLASHING @ AMBS & HEAD, & @ 'ERIMETER 9" FROM RO P JAMBS & HEAD ONTO SHEATHING TOTE: CONTRACTOR 'O ENSURE ;OMPATIBILITY BETWEEN FF-1 & 1EM-1. D INSTALL SGD W/ SHIMS @SILL INSTALL SGD; SHIM AS REQ'D; BEFORE ATTACHMENT, PLUMB & SQUARESGD NOTE- PRIOR TO SGD INSTALLATION, INSTALL CONTINUOUS BEAD OF SLNT-1 @ BACK OF ENTIRE RO @ MTL #2; WET -SET SGD IN SLNT-1 TO ACHIEVE SQUEEZE -OUT, REMOVE EXCESS SEALANT - ENSURE SEALANT IS FREE OF VOIDS. INSTALL FF-1 @ E HEAD &JAMB FLANGES INSTALL CONTINUOUS FF-1 FILLET BEAD @ FULL LENGTH OF SGD HEAD & JAMB FLANGES NOTES: INSTALL 2 LAYERS 1. DETAILS A - J DENOTE INSTALLATION W/ END DAMS, SET IN OF WRB @ HEAD; SEQUENCE W/ LIQUID APPLIED SLNT-2- REF 19A/A4.1 ENSURE PROPER FLEXIBLE FLASHING & WRB FOR SGDS FOR SECTION & 13/A4.1 LAP W/ WRB @ @ (E) VINYL SIDING. FOR AXON @ ENDS JAMB WRB BELOW 2. REF 20/A3.3 FOR ENLARGED NOTE: PEEL BACK ELEVATION. 1 (E) WRB TO ACCOM -INSTALL FILLET 3. HATCH DENOTES CURRENT WORK; LAP WRB %� SLNT-6 @ UNDER (E) WRB & �� INTERIOR JAMBS INSTALLATION STEP. 19C A4.1 I INSTALL WRB @HEAD NOTE- SIDING & WRB NOT SHOWN FOR CLARITY. PROPERLY WEATHER -LAP ALL MATERIALS TO SHED WATER. W/ END E SET IN SI REF 19A/. FOR SEC TRIM -ME SLNT-2 B BR & SLNT-2 (E) WRB; PEEL BACK TO ACCOM WORK TRIM -ME- GYP-1 FILLET FF-1 BR & SLNT-2 FILLET SLNT-6 SGD (E) WD HEAD TRIM- CAREFULLY TYP HEAD FLASHING @ SGD - AXON CUT BACK AS NO SCALE WIN_FLA_HD_AX_001 NEEDED TO ACCOM SGD FRAME DEPTH �N SET IN SLNT-4 5 OF 4JA MAN SET IN SLNT-4 4 VHF 4" M 1/2" BACK rn 1/2" BACK c0 FLANGE W/ HEM 4" FLANGE W/ HEM a. A W/ MEM-1 & W/O STEP NOT USED 17 SGD SILL PAN - AXON NO SCALE A4.1 NO SCALE SGD_FLA_SL_AX_001 B W/ MEM-1 & W/ STEP VIF HEIGHT OF STEP; EXTEND SILL TO SUPPORT SGD FRAME; SIZE AS NEEDED; CONT BLOCK NOTES- 1. EITHER SILL PAN MAY OCCUR, CONTRACTOR TO VIF (E) SGD SILL CONDITION 2. SIZE RETURN FLANGES AS REQ'D TO ACCOM MEM-1 INSTALL SEQUENCE. 3. REF 6/A4.1 FOR INSTALLATION SEQUENCE W/ MTL #4; SIM W/ MTL #5. 4. REF 19C/A4.1 FOR SGD SILL SECTION. A HEAD 19A1 O/ MTL #1. &HEAD OF SGD II 4. REFER TO SPECIFIC DETAILS FOR 19B II ADJACENCIES & INTERFACES. II NOTE: REINSTALL 5. USE FF-2 @ LOCATIONS III (E) INT TRIMS RECOMMENDED BY MFR AS AN II WHERE REMOVAL INTEGRAL PART OF FF-1 LIQUID II WAS REQ'D. APPLIED MEMBRANE PENETRATION II FLASHING SYSTEM. I I Ir 6. INSTALL PRIMER @ SHEATHING AS RECOMMENDED BY MFR PRIOR TO FF-1 INSTALLATION. J INSTALL FILLET SLNT-6 @ INTERIOR (E) SIDING; REMOVE & DISPOSE AS NEEDED TO ACCOM WORK (E) WD SILL & (E) RIGID INSULATION- CUT, JAMB TRIM; REMOVE & DISPOSE AS CAREFULLY NEEDED TO ACCOM WORK CUT BACK AS 2 LAYERS OF WRB; LAP NEEDED TO UNDER (E) WRB & O/ MTL #1 ACCOM SGD FRAME DEPTH PLY FURRING W/ BUG SCREEN- SIZE AS NEEDED SET IN 2 SLNT-1 (E) VINYL SIDING; RE/RE AS NEEDED TO ACCOM WORK FILLET SET IN SLNT-2 SLNT-6 l FF-1 W/ INTGRL FF-2, TRANSITION ONTO MTL #2 C SET IN SLNT-1 SGD; WET SGD; WET SET IN SET IN SLNT-1 SLNT-1 @ MTL #2 @ MTL #2 BR & SLNT-2- TRIM-ME FILLET FF-1 B JAMB SGD SHIM AS REQ'D 4 SET IN SLNT-4; REF WET -SET SGD 17B/A4.1 FOR AXON IN SLNT-1 @ MEM-1- W/ INTGRL FF-3, MTL #4 INTEGRATE W/ SILL PAN PLY-1 O/ TAPERED JOISTS LOOSEN & FOLD BACK (E) CARPET AS NEEDED TO ACCOM NOTE: DETAIL SIM W/O WORK; REINSTALL & STEP @ SGD; REF 17A/A4.1 STRETCH TO (E) FOR SILL PAN AXON. CONDITION. C SILL 19 TYPICAL SGD DETAILS - SECTIONS 3" = 1'-0" SGD_GEN_SL_SE_001 NOTES: AM E NTOG RO U P 710 2nd Avenue, Suite 400 Seattle, WA 98104 amentogroup.com 9016 REGISTERED ARCHITECT r) LISA CLARK MOE STATE OF WASHINGTON The documents created by the Architect and its Consultants for this project are instruments of the Architect's service. The Architect retains all common law, statutory and other reserved rights, including the copyright. The Architect's documents shall not be used by anyone on any other project, except with the Architect's written permission. SUNRISE AT EDMONDS CONDOMINIUMS 8512 242ND ST SW EDMONDS, WA 98026 DECK REMEDIATION SCOPE OF REPAIR 2 LAYERS OF FF-1 W/ WRB, LAP INTGRL UNDER (E) FF-2, WRB & O/ SGD TRANSITION FLANGE; SET ONTO MTL WATERPROOFING & IN SLNT-5 @ #2 FLASHING DETAILS SGD FLANGE PLY GYP-1 FURRING W/ BUG SCREEN, TYP; SIZE PERMIT SET AS NEEDED (E) SIDING; / REMOVE & PROJECT#: 190133 9" IN DISPOSE AS _ NEEDED TO DRAWN BY: NJS, IJK --=----- - ACCOM �® WORK CHECKED BY: � MNM (E) RIGID (E) WRB; REVISIONS: INSULATION; PEEL BACK 03-19-20 100% CDs TO ACCOM 04-01-20 PERMIT SET CUT, REMOVE & DISPOSE AS WORK NEEDED TO BLDGDEPT: ACCOM WORK (E) VINYL SIDING- RE/RE AS NEEDED TO ACCOM WORK DATE: 04-01-20 SHEET TITLE: 1. (E) RIGID INSULATION O/ (E) SIDING MAY SGD NOT OCCUR; CONTRACTOR TO VERIFY (E) CONDITIONS. WHERE (E) RIGID INSTALLATION INSULATION & (E) SIDING OCCUR, SEQUENCE & CONTRACTOR SHALL REMOVE & INSTALL PLY FURRING W/ THICKNESS TO MATCH DETAILS (E) ASSEMBLY; COORD W/ ARCH. 2. REF 6/A4.1 FO ; S(. 11 I T ev I ew BUILDING TYPE SEQUENCE. 04/23/2020 10:57:26 AM NSA SHEET #: 3. REF 20/A3.3 FOR ENLARGED ELEVATION. A401 (N) RIM JOIST GUARDRAIL POST & GYP-1, TYP I NOTES- BLDG WALL (E) SIDING, TYP; REMOVE & DISPOSE AS @ EXT SIDE PLATE BRACKETS O/ EPDM SHIMS O/ SID-1 2 LAYERS (N) RIM JOIST @ OF WRB 1. GUARDRAIL POST CONNECTION TO MEM-1; FULL EXTENT OF DECK I NEEDED TO ACCOM WORK E WRB, TYP; PEEL BACK AS NEEDED AM E NT G RO U P O PLATE BRACKETS BY GUARDRAIL 710 2nd Avenue, Suite 400 2 LAYERS i EXT SIDE E DOWNSPOUT, TO ACCOM WORK OF WRB GYP-1 GASKETED LAG INSTALLER. REFER TO S1.0 & S3.0 RE/RE TO ACCOM (E) RIGID INSULATION, TYP; CUT, Seattle, WA 98104 SCREWS PER rr FOR STRUCTURAL CONNECTIONS OF BRACKETS TO FASCIA & � WORK � � REMOVE &DISPOSE AS NEEDED TO amentogroup.com STRUCT, TYP STRUCTURAL REINFORCING, BR & SLNT-3, ALL ACCOM WORK - - - - - - - - - - - - - - - - - - - - GASKETED LAG GUARDRAIL REQUIREMENTS. SIDES SID-ME OR (E) VINYL SIDING, TYP; RE/RE SCREWS PER CORNER POST & L - - -- - - - - - 14B A5.1 1 SET IN SLNT-4 AS NEEDED TO ACCOM WORK STRUCT, TYP PLATE BRACKET 2. ALL GUARDRAILS SHALL MEET ALL 9016 REG'sTERE° O/ EPDM SHIMS APPLICABLE CODES. NOTE: COORD SHAPE OF 2 LAYERS OF WRB; LAP UNDER E ( ) ARCHITECT SAM-1 VERTICALS @ EA POST NOTE: SIM W/ NOTE: SIM @END 0/ SID-1 SAM-1 OVER VIF SLEEVE & DOWNSPOUT " ' WRB & 0/ MEM-1 , I � 5 REV-1 BEHIND COND- INSTALL �� WRB @ SID-1 0/ 3/8 PLY 3. REF SHEET A3.2 FOR ENLARGED _ W/ ARCH. FULLY SEAL - PLY FURRING W/ BUG SCREEN; SIZE AS LISACLARKMOE sTATEOFwasHlrvGTON SID-1 O/ 3/8" PLY GUARDRAIL POST, POST W/IN 4 OF FURRING, TYP CORNER & @ GUARDRAIL ELEVATIONS. B/W DS & MTL #12 TO I NEEDED TO SUPPORT SID-ME OR (E) FURRING, TYP REF 6A/A5.1. ADJ EDGE TO GUARDRAIL ACHIEVE WATERTIGHT _ VINYL SIDING "' MEET CODE REV-2 FASTENERS 4. REF SHEET A3.1 FOR LOCATIONS ASSEMBLY. GYP-1 REQUIREMENTS. NOTE: ALIGN CORNER POSTS ON ENLARGED DECK PLANS. - - - _ i' The documents created by the W/ ADJACENT POSTS; PROVIDE 5. REFER TO 6/A5.1 FOR ADD'L PLAN/SECTION A Architect and its Consultants NOTE: REF 10/A3.3 GUARDRAIL POST ,� 3/4 OFFSETS, EA SIDE. REVEAL NOTES. (E) WRB TYP' PEEL BACK AS MEM-1; W/ FF-3, SET IN SLNT-4 for this project are instruments p � TYPICAL GUARDRAIL POST A FOR ELEVATION. @ EXTERIOR CORNER B 14A A5.1 NEEDED TO ACCOM WORK 9 W/ WRB ISOLATION LAYER; SET IN of the Architect's service. The SLNT-4 @ PLY-1 Architect retains all common (E) SIDING, TYP; REMOVE & law, statutory and other 1 TYPICAL GUARDRAIL POST CONNECTIONS - PLAN/SECTIONS DISPOSE AS NEEDED TO ACCOM PLY-1 0/ TAPERED JOISTS reserved rights, including the �1 - 91 A5.1 6 - 1 -0 RAIL WORK (E) FRAMING, TYP copyright. The Architect's SID-ME OR (E) VINYL SIDING, TYP; RE/RE AS NEEDED TO ACCOM WORK VENT-1; COORD LOCATION W/ ARCH documents shall not be used by anyone on any other project, except with the SAM-1 0/ WRB, (N) RIM JOIST @ (N) RIM JOIST @ EXT SIDE NOTES: VERT @ EA REVEAL EXT SIDE GYP-1, TYP 1. REF ENLARGED DECK (E) RIGID INSULATION, TYP; Architect's written permission. GYP-1 2 LAYERS PLANS & ENLARGED CUT, REMOVE & DISPOSE AS GUARDRAIL ELEVATIONS NEEDED TO ACCOM WORK SP-1 O/ GYP-1, TYP; PROVIDE �� " 1-5/8 1-5/8 OF WRB I, I ON SHEETS A3.1 & A3.2 PLY FURRING W/ BUG BLKG AS NEEDED SUNRISE AT EXPOSED FOR LOCATIONS. ' SCREEN; SIZE AS NEEDED TO TRIM-2 W/ CONT FILLET SLNT-2 @ GASKETED SUPPORT SID-ME OR (E) VINYL SOFFIT PERIMETER INCLUDING E D M O N D S - - - - - -- - - - - - FASTENERS, 2. ENSURE ALL REVEAL SIDING INTERFACE W/ (E) TRIM; TRIM-2 TYP � FASTENERS ARE 2 LAYERS OF WRB, LAP UNDER PREVAILS O/ VERT (E) TRIM @INT (� N D I CO OM N I U MS 7/ FSID-1 O/ 3/8" PLY �� _ _ _ _ INSTALLED INTO FRAMING. W/ HEMMED 1 - ,I (E) WRB & O/ MEM-1 CORNERS FURRING, TYP STRAIGHT _ GYP-1 SID-1 O/ EXPOSED 3. REF 1B/A5.1 FOR EDGES @ C° - 1 W/ WRB ISOLATION LAYER (E) RIGID INSULATION O/ 8512 242ND ST SW 3/8" PLY GASKETED REV-2 INTEGRATION OF DOWNSPOUT (E) SIDING TO REMAIN EDMONDS, WA 98026 FURRING, GUARDRAIL PLATE I N BR &SLNT-3, ALL SIDES TYP TYPTENER, SAM-1 0/ WRB @ BRACKETS W/ REV-2. I�j� i OF DOWNSPOUT A DECK TO WALL &SOFFIT CORNER REV-1 2 LAYERS 4. COORDINATE ALL 7 SET IN SLNT-4 OF WRB EXPOSED FASTENER MEM-1 W/ INTEGRAL FF-3; MEM-1 W/ @PLY-1; REF LOCATIONS W/ ARCH. TERMINATE ONTO SLEEVE INTEGRAL FF-3, 16/A5.1 FOR DECK A REV-1 @VERTICAL SEAM B REV-2 @EXTERIOR CORNER SET IN SLNT-4 SADDLES & PLY-1 0/ TAPERED JOISTS, TRANSITIONS R E M E D I AT I O N j TYP 6 TYPICAL SID-1 REVEALS - PLAN/SECTIONS (E) DOWNSPOUT, RE/RE TO BLOCKING BOTTOM RAIL SCOPE O F �� - � �� A5.1 6 - 1 -0 SID_FGP_S�_SE_oo, I I ACCOM WORK PER STRUCTrl (E) FRAMING A5 1 PLY-1 O/ GUARDRAIL REPAIR NOTES- MEM-1; W/ PLY-1 0/ TAPERED I � TAPERED POST & INTEGRAL FF-3, JOISTS; ROUT EDGE JOISTS; ROUTE PLATE 1. REF ENLARGED DECK SET IN SLNT-4 TO ACCOM MTL #7 & @ LEADING = BRACKET f PLANS & ENLARGED ASSOCIATED VENT-1; COORD LOCATION EDGE TO v O/ EPDM - - - - _-_ GUARDRAIL ELEVATIONS ON SHEETS A3.1 & A3.2 SID-1 O/ 3/8" PLY FURRING SADDLES ----- ------- W/ ARCH ACCOM MTL #7 - SHIM; REF WATERPROOFING & SP-1 O/ GYP-1 TYP' 10/A3.3 FLASHING DETAILS FOR LOCATIONS. SET IN 7 PROVIDE BLKG AS NEEDED _ - - - _ - - - - - 2. REV-4 OCCURS UNIT @ SLNT-4; ' FILLET SLNT-2, ALL SIDES @ I �I I EA EA POST REV-4 I , 12 TO UNIT 13 DECK REF 16C/A5.1 TRIM-2 W/ CONT FILLET @ GASKETED LAG SID-1 O/ 3/8" SID-1 0/ 3/8" PLY I TRANSITION. SOFFIT PERIMETER FASTENER PER �I PLY PERMIT SET FURRING TYP I, CONTRACTOR TO 2 LAYERS NOTES: SECTION INCLUDING INTERFACE W/ STRUCT TYP FURRING EXPOSED GASKETED I VERIFY (E) CONDITIONS. OF WRB , B (E) TRIM; TRIM-2 PREVAILS W/ BUG (N) RIM JOIST PROJECT#: FASTENERS, TYP , 1. REF 14A/A5.1 FOR 0/ VERT (E) TRIM @ INT SCREEN O/ @ EXT SIDE 3. ENSURE ALL REVEAL GYP-1 PLAN/SECTION. CORNERS _ 2 LAYERS 190133 SAM-1 OVER WRB FASTENERS ARE NOTES- OF WRB O/ @ CORNER INSTALLED INTO N RIM JOIST ( ) NOTES: 2. REF 14B/A5.1 FOR (� GYP-1 DRAWN BY: NJS, IJK 2 LAYERS OF WRB FRAMING. @EXT SIDE SECTION. 1. E RIGID INSULATION O/ E SIDING MAY NOT OCCUR; ( ) ( ) BOTTOM OF DECK CHECKED BY 1. REF 20B/A5.1 FOR FULL DECK EDGE CONTRACTOR TO VERIFY (E) CONDITIONS. TRIM-2 W/ N FASCIA TO BE LEVEL MNM GYP-1, TYP 4. COORDINATE ALL EXPOSED FASTENER DETAIL. 2. NOTE: REF SHEET A3.1 FOR ENLARGED PLAN LOCATIONS. FILLET SLNT-2 r REVISIONS: LOCATIONS W/ ARCH. 2. REF 16/A5.1 FOR ASSOCIATED SADDLES. TYPICAL TYPICAL VENT-1; LOCATE BEHIND (N) 11 W/ WRB ISOLATION 03-19-20 100% CDs 04-01-20 PERMIT SET BLOCKING, COORD LAYER _ 11 TYPICAL REV-4 @ SID-1 - SECTION 12 TYPICAL DECK EDGE - SECTION 13 DOWNSPOUT SLEEVE @ DECK - AXON 14 DOWNSPOUT SLEEVE @ DECK DETAILS LOCATION W/ ARCH SP-1 O/ GYP-1, TYP; A5.1 6" = 1'-0" SID_FCP_SI_SE_001 A5.1 6" = 1'-0" MEM_GEN_AS_SE_001 A5.1 311= 1'-0" MEM_GEN_DS_AX_001 A5.1 311= 1'-0" MEM_GEN_DS_SE_001 BLDG DEPT: PROVIDE BLKG AS NEEDED TYPICAL EDGE W/ JOISTS PARALLEL MITER O/ MTL #10; 7 4" NOTES: RIVET AS NEEDED- NOTE: REF 16A/A5.1 FOR 44�% 4�l NOTE: REF 1. REF METAL SCHEDULE REF 12/A5.1 FOR SECTION; SET IN AXON OF INSTALLATION. 8 SHEET A3.1 FOR ENLARGED DECK ON SHEET A0.1 FOR NOTES: DIMENSIONS & ADD'L SLNT-4 BELOW MTL 10 #7; REF �� 10 q, 7 PLAN LOCATION. co 1/2 END DAM FLASHING PARAMETERS. 2. PREP DRIP EDGES TO 1. (E) RIGID INSULATION O/ (E) SIDING MAY NOT OCCUR; CONTRACTOR TO VERIFY (E) CONDITIONS. DATE: 04-01 -20 16B/A5.1; SET END DAM v�F 4" RECEIVE ADJ MTL 2. VENT-1: INSTALL VENT-1 FULL LENGTH OF EA DECK SOFFIT. IN SLNT-4 N 4" 4'� _- FLASHINGS @FLAT INSTALL PERPENDICULAR TO DECK JOISTS. SHEET TITLE: TYPICAL DECK & HEMMED LAPPED SEAMS, PROVIDE CONTINUOUS N EDGE _ NOTE- REF N WHERE THEY OCCUR. 3. SOFFITS: INSTALL SP-1 & GYP-1 @ ALL DECK SOFFITS. CONTRACTOR TO VERIFY LOCATIONS. GUARDRAIL DRIP EDGE AROUND CONT DRIP N SHEET A3.1 3. USE DRIP EDGE 4. GUARDRAILS: REF 10/A3.3 &SHEET A3.2 FOR ENLARGED DETAILS CORNER- TAB ONE EDGE CLEAT HEMMED DRIP EDGE DRIP EDGE FOR ENLARGED DECK PLAN 6 DRIP EDGE CLEAT; COPE @ CLEATS TO SECURE ADJ MTL FLASHINGS. ELEVATIONS @ GUARDRAILS; REF SHEETS S1.0 & S3.0 FOR DECK EDGE HEM AROUND CORNER CLEAT LOCATIONS. CORNER TO ACCOM SID-ME ORE) VINYL SIDING STRUCTURAL REQUIREMENT cad r=U4RDl � Rbv BUILDING TYPE: ( 4. SET ALL SADDLES & N/A DRIP EDGE FLASHING FLASHINGS IN SLNT-4 & 5. REVEALS & PLATE BRACKETS: REt�6h&,6..8�WAM @EXTERIOR CORNER #7 SADDLE @EXT CORNER HEMMED DRIP EDGE FLASHING #7 SADDLE @ OFFSET EXT CORNER #7 SADDLE PERP INTERFACE @ DECKS SEAL MTL LAPPED REVEALS &PLATE BRACKET DETAILS. SHEET # A B C D E SEAMS @ MEM-1 W/ TYPICAL WOOD SLNT-4. 16 DECK EDGE FLASHING COMPONENTS - AXONS 20 FRAMED DECK DETAILS - SECTIONS A5.1 NO SCALE MEM_MTL_SD_AX_002 A5.1 3" = 1'-0" SID_FCP_XXX_SE_003 3/8" PLY GYP-1 (N) RIM JOIST @EXT E SIDING; REMOVE & SID-ME OR (E) VINYL SIDING- BLKG AS REQD FOR ( ) REV-3 SIDE FURRING W/ SOFFIT SUPPORT DISPOSE AS NEEDED TO RE/RE AS NEEDED TO ACCOM AM E NTOG RO U P BR & 1-5/8" BUG SCREN ACCOM WORK WORK SLNT-2 EXPOSED TRIM-2 W/ CONT FILLET (E) RIGID INSULATION; CUT, 710 2nd Avenue, Suite 400 GASKETED (E) WRB; PEEL BACK AS SLNT-2 @ SOFFIT PERIMETER REMOVE & DISPOSE AS Seattle, WA 98104 PLY __ - - - -- - - -- - - FASTENER NEEDED TO ACCOM WORK NEEDED TO ACCOM WORK FURRING I SID-1 I amentogroup.Com W/O BIG I BLKG AS REQ'D TO I 2 LAYERS OF WRB; LAP SCREEN; I SUPPORT SOFFIT UNDER (E) WRB & O/ MTL #11 SIZE AS ° I SID-ME OR (E) VINYL SIDING TO BE RE/RE AS VENT-1; COORD LOCATIONSP-1 O/ GYP-1 PLY FURRING W/ BUGNEEDED =W/ ARCH SCREEN; SIZE AS NEEDED _hr 9016 REGISTERED NEEDED TO ACCOM WORK ARCHITECT SP-1 O/ GYP-1 II 11 W/ WRB ISOLATION 2 LAYERS I E RIGID INSULATION; CUT, OF WRB' I I REMOVE &DISPOSE AS LAP I' I I VINYL SIDING; RE/RE AS LAYER NEEDED TO ACCOM WORK u VL LISACLARKMOE STATE OF WASHINGTON NEEDED TO ACCOM WORK UNDER � VENT-1; �\M NOTE: (E) RIGID INSULATION (E) RIGID INSULATION (E) WRB (E) WRB; PEEL BACK AS TO REMAIN COORD O/ (E) SIDING MAY NOT NEEDED TO ACCOM WORK LOCATION TRIM-2 W/ OCCUR; CONTRACTOR TO SAM-1 (E) SIDING; REMOVE &DISPOSE (E) SIDING TO REMAIN VERIFY (E) CONDITIONS. W AR H FILLET SLNT-2 The documents created by the WHERE (E) RIGID INSULATION Architect and its Consultants AS NEEDED TO ACCOM WORK REV-3 @ INT CORNER A & (E) SIDING OCCUR, @WALL @STORAGE ROOM EDGE for this project are instruments A B CONTRACTOR SHALL of the Architect's service. The 3/8" PLY FURRING REMOVE & INSTALL PLY Architect retains all common 1 NOT USED 2 NOT USED 1-5/8" W/ BUG SCREEN FURRING W/ THICKNESS TO 4 TYPICAL SOFFIT DETAILS -SECTIONS law, statutory and other (N) RIM sAM_1 JOIST 2 LAYERS OF WRB MATCH (E) ASSEMBLY; A5.2 3" = 1'-019 SID_VIN_SO_SE_001 COORD W/ ARCH. reserved rights, including the copyright. The Architect's A5.2 NO SCALE A5.2 NO SCALE @ EXT SIDE SID-ME OR (E) by anyone on any other (E) RIGID INSULATION SID-ME OR (E) NOTES: � VINYL SIDING TO O/ (E) SIDING; CUT VINYL SIDING project, t with the P J except BE RE/RE AS GYP-1 BACK TO ACCOM TO BE RE/RE 1. (E) RIGID Architect's written permission. BR & SLNT-2 NEEDED TO ACCOM WORK WORK, TYP TO ACCOM INSULATION O/ (E) EXPOSED - - - WORK, TYP SIDING MAY NOT SAM-1 @EXT CORNER - � GASKETED REV-3 FASTENER SID-1 PLY FURRING W/ BUG (E) RIGID j SAM-1 @ CONTRACTOR TO SUNRISE AT REV -3 @ PLANAR TRANSITION SCREEN; SIZE AS INSULATION EXT VERIFY (E) NEEDED O/ (E) SIDING; I CORNER E D M O N D S B CONDITIONS. SID-ME OR (E) VINYL CUT BACK TO SIDING TO BE RE/RE I TRIM-1; CONDOMINIUMS NOTES: ACCOM 2 SID-ME: I PNT-ME TO ACCOM WORK, WORK, TYP '' I CONTRACTOR 1. REF ENLARGED DECK PLANS & ENLARGED GUARDRAIL - - - = - - J TYP DECK - - - - - - J DECK MAY INSTALL (E) 8512 242ND ST SW ELEVATIONS ON SHEETS A3.1 & A3.2 FOR LOCATIONS. VINYL SIDING EDMONDS, WA 98026 REMOVED DURING 2. GUARDRAIL NOT SHOWN FOR CLARITY. PLY FURRING PLY FURRING W/ BUG DEMOLITION IN W/O BUG (N) FASCIA SCREEN; SIZE AS LIEU OF SID-ME AS 3. ENSURE ALL REVEAL FASTENERS ARE INSTALLED INTO SCREEN; SIZE MOUNTED NEEDED, TYP AGREED UPON BY AS NEEDED GUARDRAIL EXT FRAMING. ARCH. (N) FASCIA MOUNTED GUARDRAIL EXT DECK 4. COORDINATE ALL EXPOSED FASTENER LOCATIONS W/ ARCH. 3. COORD EXTENT A @BUILDING WALL B @STORAGE ROOM OF WORK @ TYP SID-1 TO SID-ME TRANSITION REMEDIATION THESE 6 NOT USED 7 NOT USED 8 REVEALS - PLAN/SECTIONS 9 TYPICAL SID-ME CORNER DETAILS - PLAN/SECTIONS ARCH. IONS W/ SCOPE OF A5.2 NO SCALE A5.2 NO SCALE SID GEN SI SE 001 A5.2 6 1 0 - - - - D VIN TR SE 002 A5.2 3 1 0 - - - - REPAIR 4„ MEM-1; W/ INTEGRAL BOTTOM FF-3, SET IN SLNT-4 RAIL 4" 4-N4., 2 LAYERS OF WRB; 0 (E) WRB, TYP; PEEL BACK TO LAP O/ MTL #3 7 SET IN SLNT-4 ACCOM WORK PLY-1 O/ SAM-1 @ (E) RIGID INSULATION, TYP; CUT, REMOVE & WATERPROOFING & 1/2" END TAPERED EA POST , DISPOSE OF AS NEEDED TO ACCOM WORK FLASHING DETAILS DAM JOISTS v GYP-1 2 LAYERS OF WRB; LAP UNDER (E) WRB, HEMMED EDGE ----- = SID-1 O/ 3/8" TYP (N) RIM JOIST PLY FURRING , I PLY FURRING W/ BUG SCREEN; @ EXT SIDE W/ BUG SIZE AS NEEDED PERMIT SET - SCREEN BLOCKING dl SID-ME OR (E) VINYL SIDING; RE/RE CN DRIP EDGE GUARDRAIL PER STRUCT AS NEEDED TO ACCOM WORK, TYP POST & I PROJECT# CLEAT GASKETED BRACKET O/ a 190133 #3 PLANAR SADDLE A LAG SCREWS EPDM SHIM; PER STRUCT, �, I REF 10/A3.3 I VINYL MOUNT BLOCK ACCESSORY; I DRAWN BY: NJS IJK III TYP BLOCK AS NEEDED FOR SUPPORT CHECKED BY: 4" 4" FOR SIM I u ENLARGED -- M N M (E) RIGID -- ELEV REVISIONS: INSULATION; 3 W/ WRB (7 03-19-20 100% CDs CUT, ISOLATION REMOVE & I 04-01-20 PERMIT SET 11 NOT USED 12 NOT USED 14 ��F LAYER DISPOSE AS NEEDED TO (E) SIDING; REMOVE & I �I - A5.2 NO SCALE A5.2 NO SCALE BLDGDEPT: '��g2 ACCOM DISPOSE AS NEEDED N WORK TO ACCOM WORK SID-ME OR (E) VINYL 2- 1/2" END DAM SIDING TO BE RE/RE DRIP EDGE HEMMED EDGE CLEAT AS NEEDED TO NOTES: ACCOM WORK RE/RE (E) WALL MOUNTED LIGHT PLY FURRING W/O BUG 1. (E) RIGID INSULATION O/ (E) SIDING MAY NOT OCCUR; SCREEN; SIZE AS NEEDED CONTRACTOR TO VERIFY (E) CONDITIONS. FF-1, TYP; LAP O/ WRB UNDER #3 EXT CORNER SADDLE g (E) WALL MOUNTED LIGHT 2. DETAIL OCCURS @ UNIT 10 DECK RETURN ONLY. REF SHEETS (E) SIDING, TYP; REMOVE &DISPOSE DATE (�4-01 -20 NOTES: A3.1 FOR LOCATION. AS NEEDED TO ACCOM WORK SHEET TITLE: 3. REF 20A/A5.1 FOR DECK TO WALL TRANSITION. NOTES: 1. REF METAL SCHEDULE ON SHEET A0.1 FOR DIMENSIONS & TYPICAL SIDING ADD'L FLASHING PARAMETERS. 4. GUARDRAILS: REF SHEET A3.2 FOR ENLARGED ELEVATIONS @ 1. (E) RIGID INSULATION O/ (E) SIDING MAY NOT GUARDRAILS; REF SHEETS S1.0 & S3.0 FOR STRUCTURAL OCCUR; CONTRACTOR TO VERIFY (E) CONDITIONS. DETAILS 2. USE DRIP EDGE CLEATS TO SECURE ADJ MTL FLASHINGS. REQUIREMENTS @ GUARDRAILS. WHERE (E) RIGID INSULATION & (E) SIDING OCCUR, CONTRACTOR SHALL REMOVE & INSTALL PLY 5. REVEALS &PLATE BRACKETS: REFER TO 1 & 6/A5.1 FOR REVEALS & PLATE BRACKET DETAILS. FURRING W/ THICKNESS f: N TQH (�S ; COORD W/ ARCH. ew BUILDING TYPE N/A 6. REF 16/A5.1 & 18/A5.2 FOR TRANSITION & TERMINATION n44//���� nno�nn 11 r7 26 AM 2. NOTE: REF 15/A3.3 FOR ENLAR66YO-E�7AY8A ' SHEET#: SADDLES. TYP SID-1 O/ SID-ME TRANSITION SID-1 O/ (E) VINYL 16 NOT USED 17 NOT USED 18 FLASHING COMPONENTS - AXONS 19 SIDING TRANSITION - SECTION 20 TYPICAL (E) LIGHT FIXTURE - SECTION A502 A5.2 NO SCALE A5.2 NO SCALE A5.2 NO SCALE SID_MTL-SD_AX-003 A5.2 3" = 1'-0" SID_FCP-XXX_SE_004 A5.2 3" = 1'-0" SID-VIN_PE_SE_002 STRUCTURAL NOTES GENERAL REQUIREMENTS BUILDING CODE & REFERENCE STANDARDS: The "International Building Code" (IBC), 2015 Edition, as adopted and modified by the State of Washington Building Code Council and the Edmonds Community Development Code, governs the design and construction of this project. Reference to a specific section in the Code does not relieve the contractor from compliance with the entire materials reference standards noted below. The latest edition of the materials reference standards shall be used. SCOPE OF STRUCTURAL WORK. The structural scope of work involving the existing buildings at the Sunrise Condominium complex is for the repair of the unit decks and the deck guardrail attachment. The existing unit decks will be partially reframed to repair damages, improve drainage, and update the guardrail to a face mounted aluminum guardrail. NOTE PRIORITIES: Notes on the individual drawings shall govern over these general notes. SPECIFICATIONS: Refer to the contract specifications for information in addition to that contained in these notes and the structural drawings. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work. ARCHITECTURAL DRAWINGS: Refer to the Architectural drawings for information including, but not limited to: dimensions, elevations, slopes, door and window openings, railings, waterproofing, finishes and other nonstructural items. STRUCTURAL RESPONSIBILITIES: The FOR is responsible for the strength and stability of the aspects of the Primary Structure involved in this project in their completed states. CONTRACTOR RESPONSIBILITIES: The contractor is responsible for the means and methods of construction and all job -related safety standards such as OSHA and WISHA. The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the structure is completed. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. DISCREPANCIES: In case of discrepancies between these general notes, the contract drawings and specifications, and/or reference standards, the FOR shall determine which shall govern. Discrepancies shall be brought to the attention of the FOR before proceeding with the work. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site prior to fabrication and/or construction. Conflicts between the drawings and actual site conditions shall be brought to the attention of the FOR before proceeding with the work. All underground utilities shall be determined by the Contractor prior to excavation or drilling. DESIGN CRITERIA SNOW LOAD: The roof snow load is determined by using Chapter 7 of ASCE 7-10 in accordance with IBC Section 1608 and with the following factors Minimum roof design load 25 psf without drift nr=r=i PrTinni¢- Deck Total Load Deflection Limit: L/360 Deck Live load Deflection Limit: L/480 LIVE LOADS: Decks 1.5 X 40 PSF = 60 PSF Residential Floor 40 PSF Balcony Railing & Guardrails 50 PLF OR 200# (TOP RAIL) ALUMINUM FRAMING REFERENCE STANDARDS: Conform to: (1) AA ASM 35 and part 1A and 1 B of "The Aluminum Design Manual." (2) "Aluminum Standards and Data." MATERIALS: Extruded Shapes Aluminum Alloy 6005-T5 Plates & Angles Aluminum Alloy 6061-T6 Aluminum Bolts Aluminum Alloy 2024 T-4 Anodized Weld filler Materials Aluminum Alloy 5356 MISCELLANEOUS HARDWARE: (bolts, lag screws, nuts) shall be type 3041 or type 3161 stainless steel, and shall be isolated from contact with aluminum with non -conducting sleeves, coatings, or other approved mechanism. CONTACT: Aluminum surfaces in contact with dissimilar materials shall be provided with galvanic separation. All aluminum components in contact with concrete shall be coated with an asphalt -based epoxy, such as "hi -mil sher-tar epoxy" by Sherwin-Williams, or approved equal. WELDING: Conform to AWS D1.2 "Structural Welding Code." Welders shall be certified in accordance with AWS requirements. When fillet weld size is not indicated, provide maximum weld size of the material thickness in accordance with the latest edition of the "Aluminum Design Manual" by the aluminum association. WOOD FRAMING REFERENCE STANDARDS: Conform to: (1) IBC Chapter 23 "WOOD." (2) NDS and NDS Supplement - "National Design Specification for Wood Construction." (3) ANSI/TPI 1 "National Design Standard for Metal -Plate -Connected Wood Truss Construction." (4) BCSI 2013 "Building Component Safety Information." ALTERNATES: Alternates for specified item may be submitted to the FOR for review. Contractor shall submit a current ICC-ESR/IAPMO-ER report identifying that an alternative component has the same or greater load capacity than the specified item. IDENTIFICATION: All sawn lumber and pre -manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by the certifying agency. MATERIALS: Sawn Lumber: Conform to grading rules of WWPA, WCLIB, or NLGA. Finger jointed studs acceptable at interior non-structural walls only. Member Use Size Species Joists 2x HF Grade No. 2 Wood Structural Sheathing (Plywood): Wood APA-rated structural sheathing includes: all veneer plywood, oriented strand board, waferboard, particleboard, T1-11 siding, and composites of veneer and wood based material. Conform to Product Standards PS-1-95 and PS-2-92 of the U.S. Dept. of Commerce and the American Plywood Association (APA) Minimum APA Rating Location Thickness Span Rating Plywood Grade Exposure Deck 1-1/8" 24 OC APA Rated 1 Joist Hangers and Connectors: Simpson Strong -Tie Company Inc. as specified in their latest catalogs was used as the basis of design for this project. Alternate connectors by other manufacturers may be substituted provided they have current ICC-ESR/IAPMO-ER approval for equivalent or greater load capacities and are reviewed and approved by the FOR prior to ordering. Connectors shall be installed per the manufacturer's instructions. Unless noted otherwise all nails shall be full length common. Nails and Staples: Conform to IBC Sec 2303.6 "Nails and Staples." Unless noted on plans, nail per IBC Table 2304.10.1. Unless noted otherwise all nails shall be common. Nail sizes specified on the drawings are based on the following specifications: COMMON NAILS Size Length Diameter 8d 2-1/2" 0.131" 10d 3" 0.148" 16d 3-1/2" 0.162" 16d Sinker 3-1/4" 0.148" NAILING REQUIREMENTS: Provide minimum nailing in accordance with IBC Table 2304.10.1 "Fastening Schedule" except as noted on the drawings. Nailing for roof/floor diaphragms/shear walls shall be per drawings. Nails shall be driven flush and shall not fracture the surface of sheathing. STANDARD LIGHT -FRAME CONSTRUCTION: Unless noted on the drawings, construction shall conform to IBC Sec 2308 "Conventional Light -Frame Construction" and IBC Sec 2304 "General Construction Requirements." (1) Wall Framing (Unless noted otherwise on plans and details) All interior walls shall be 2x4 @ 16"OC and all exterior walls shall be 2x6 @ 16"OC. Provide (2) bundled studs min at wall ends and each side of all openings. All solid sawn lumber beams and headers shall be supported by a minimum of (1) trim and (1) king stud and all glulam or engineered wood beams and headers by (2) trim and (2) king studs. Provide minimum (2) 2x8 headers at all interior and exterior wall openings. Stitch -nail bundled studs with (2) 10d @ 12"OC. Provide solid blocking thru floors to supports below for bearing walls and posts. Attach bottom plates of stud walls to wood framing below with 16d @ 12"OC or to concrete with 5/8"-dia. anchor bolts x 7" embedment at 48"OC. Provide gypsum sheathing on interior surfaces and plywood sheathing on exterior surfaces. (2) Roof/Floor Framing: (Unless noted otherwise on plans and details) Provide double joists/rafters under all parallel bearing partitions and solid blocking at all bearing points. Provide double joists around all roof/floor openings. Multi-joists/rafters shall be stitch -nailed together with (2)10d @ 12"OC. Provide roof sheathing edge clips centered between framing at unblocked plywood edges. All floor sheathing shall have tongue and groove joints or be supported by solid blocking. Allow 1/8" spacing at all panel edges and ends of roof/floor sheathing. Roof/floor sheathing shall be laid face grain perpendicular to framing members. MOISTURE CONTENT: Wood material used for this project shall have maximum moisture content of 19%. RFNnVATInN DEMOLITION: Contractor shall verify all existing conditions before commencing any demolition. Shoring shall be installed to support existing construction as required and in a manner suitable to the work sequences. Demolition debris shall not be allowed to damage or overload the existing structure. Limit construction loading (including demolition debris) on existing floor systems to 40 psf. (1) All new openings through existing walls and beams shall be accomplished by saw cutting wherever possible. (2) Contractor shall verify all existing conditions and location of members prior to cutting any openings. (3) Small round openings shall be accomplished by core drilling, if possible. ROT: Contractor shall check for rot at all exterior walls, areas showing water stains, and all wood members at the unit decks. All rot shall be removed and damaged members shall be replaced or repaired as directed by the FOR or Architect. GENERAL WOOD REMEDIATION GUIDELINES These guidelines outline provide general recommendations for the repair of untreated structural wood frame members that have limited wood decay and deterioration due to water infiltration. Temporary Shoring: An structural framing that is unstable or suspect of collapse shall be shored immediately. Safety of the occupants is first priority on P ry 9 Y 9 P P Y Y P P Y the project site. The contractor is responsible for all temporary shoring of the structure. Determine the magnitude of decay that penetrates into the structural framing members using a small flathead screwdriver or an awl as a test probe. Expose the wood rot and decay to the fullest extent possible. Structurally competent wood should be resistant to the insertion of the tool. Remove all decay from the wood framing or structural member Wood Treatment: All structural framing with any of the following conditions should be treated with both a one-time surface growth cleaner and a secondary preservative treatment to limit future growth: minor surface deterioration, significant moisture exposure (moisture content above 19%), or wet surface. A surface growth cleaner, such as a 50/50 water -bleach mixture, should be sprayed or roller applied to the structural framing to kill surface growth. A secondary wood preservative treatment that includes a long-term fungicide and growth inhibitor, such as Woodlife Coppercoat, should then be generously applied to the structural framing. The wood preservative treatment should be applied in accordance with the manufacturer recommendations. Surface Growth: Framing members that have not experienced decay and are structural competent based upon test probing, but exhibit surface growth may remain in place provided that the mold is removed through chemical treatment. Replacement: Framing members that require removal and replacement based on the criteria below shall be replaced with new wood framing per the WOOD FRAMING section of the General Structural Notes, or that comply with the original construction documents. Framing with exterior exposure and/or in contact with concrete shall be pressure -treated. All metal hardware and fasteners in contact with pressure treated lumber be stainless steel Type 316L. At the Owner's risk and discretion, hot -dipped galvanized metal hardware and fasteners may be investigated for use in lieu of stainless steel provided that the finish has a minimum zinc content of at least 1.85 oz. /SF and its use is coordinated by the Contractor and Wood Supplier for the expected environment and moisture exposure for appropriate use based on the method of preservative treatment of the wood. Special Conditions: Where questions arise regarding the extent of deterioration or the mitigation, the structural FOR will make the final determination. For unique conditions and areas of significant deterioration the structural FOR is to be contacted to assist in generating detailed recommendations. PROJECT AND FRAMING SPECIFIC RECOMMENDATIONS STUDS Minor deterioration on the surface of the stud (up to 3/16" deep) will require removal of the surface rot through a mechanical effort treated with an appropriate fungicide and with a wood preservative. The addition of a matching stud nailed alongside (sistered) with 10d (0.148"-diameter x 3"-long) common nails @ 12" on center may be necessary to achieve a plumb surface for proper nailing of sheathing and wallboard. Significant deterioration to the stud (more than 3/16" deep by up to one -quarter of its length) requires sistering or the removal and replacement of the deteriorated stud. All abutting framing, whether wet or not is to be treated with an approved wood preservative. All studs with significant deterioration at holdowns must to be addressed by the structural FOR on a case -by -case basis. If studs are removed and replaced at a double -sided shearwall (ie: plywood on interior and exterior faces), 10d (0.148"-diameter x 3"-long) common shearwall sheathing nails at 6" on center must be added to new studs from the interior. TOP AND BOTTOM PLATES Replace all plates at bearing walls and/or shearwalls which show signs of deterioration with new material. All framing lumber in contact with concrete shall be replaced with treated framing with an approved wood preservative. The degree of visible deterioration alone should not determine whether a plate is to be replaced since the plate can trap water between surfaces where it is not readily visible. If decay is suspected, subsurface explorations should be performed, or the plate should be removed and replaced. Splice Sill plates to concrete by butting members together and strapping across the joint with a Simpson LSTA24 strap. Provide a minimum of two 5/8" diameter anchor bolts in each section of the bottom plate. Provide one bolt within 12" of each end of the sill plate and provide a maximum bolt spacing of 48" on center. An acceptable retrofit anchor bolt is a 5/8"-diameter x 8"-long Simpson TITEN HD with a 3x3 plate washer. Site specific conditions should be reviewed by the structural EOR. To and Bottom Plates at shearwalls that are replaced are to be strapped to adjacent plates with a minimum Simpson LSTA24. Stagger the splice P P PP 1 P P 99 P location of the double top plates. New sections of top and bottom plates should be plate nailed to the rim joist with 16d (0.161"-diameter x 3.5"-long) nails at 4" (minimum, or to match existing) on center. If top and bottom plates are removed and replaced at a double -sided shearwall (ie: plywood on interior and exterior faces), 10d (0.148"-diameter x 3"-long) common shearwall sheathing nails must be added to the sheathing at new studs from the interior, to match existing nail size and spacing. Site specific conditions should be reviewed by the structural EOR. PERIMETER HEADERS AND RIM JOISTS Minor deterioration on the surface of the rim joist or header (up to 3/16" deep) will require removal of the deteriorated portions, treating the retained material with a fungicide, an approved wood preservative and infilling the voids as required. Significant deterioration to the rim joist or header (more than 3/16" into any surface) requires removal and replacement of the deteriorated member. Consult the structural FOR for specific cases with limited area. All abutting framing, whether wet or not is to be treated with an approved wood preservative. New section of rim joist should be plate nailed to the at the top and bottom plates with 16d (0.161"-diameter x 3.5"-long) nails at 4" (minimum, or to match existing) on center. Built -Up Headers: In locations where the deterioration is limited to the exterior member of built-up headers, the removal and replacement of only the exterior member is acceptable. The entire length of the header section of the member is to be removed and replaced. (Do not splice) SOLID SAWN FLOOR JOISTS AND BEAMS Minor deterioration on the surface of the joist or beam (up to 3/16" deep) will require removal of the deteriorated portions, treating the retained material with a fungicide, an approved wood preservative and infilling the voids as required. Significant deterioration to the joist or beam (more than 3/16" into any surface) requires removal and replacement of the deteriorated member. Consult the structural FOR for specific cases with limited area. All abutting framing, whether wet or not is to be treated with an approved wood preservative. PLYWOOD FLOOR, ROOF, AND WALL SHEATHING AND GYPSUM WALL SHEATHING Deteriorated Floor and Roof Sheathing shall be removed and replaced in minimum 4-ft x 4-ft sections. Provide blocking at new sheathing edges, and nail both new and existing sheathing to the blocking. Nail sheathing with 8d (0.131 "-diameter x 2.5"-long) nails at 6" on center at all edges and 12" on center at field framing. Deteriorated Wall Sheathing shall be removed and replaced in minimum 4-ftx4-ft sections. The new and existing sheathing shall be nailed to new blocking at all panel edges to match the stud depth at the sheathing edges. Nail plywood sheathing with 10d (0.148"-diameter x 3"-long) common shearwall sheathing nails to match existing nail size and spacing. Where sheathing edge nail spacing cannot be determined from existing drawings or existing conditions, use at minimum 10d common nails at 4" on center. DENSGLAS INSTALLATION • Maximum framing spacing 24" cc • Minimum 2x framing • May be installed parallel or perpendicular to the studs • Fastener spacing 4" cc at panel edges and 8" cc in field. • Nails: 6d cooler nails (0.092" diameter x 1-7/8" long with 1/4" head) • Fasteners shall be driven flush with the panel surface (not countersunk) and into the framing system. • Locate fasteners at least 3/8" from the ends and edges of the sheathing. • Install sheathing with end joints staggered when installing panels horizontally. • Ends and edges of the sheathing should fit tightly. STRUCTURAL ABBREVIATIONS AB ANCHOR BOLT Ld DEVELOPMENT LENGTH ADD'L ADDITIONAL LLH LONG LEG HORIZONTAL ALT ALTERNATE LLV LONG LEG VERTICAL ARCH ARCHITECT(URAL) LONGIT LONGITUDINAL ATR ALL —THREADED ROD Ls SPLICE LENGTH B/ BOTTOM OF LSL LAMINATED STRAND LUMBER BLDG BUILDING LVL LAMINATED VENEER LUMBER BLKG BLOCKING MAT'L MATERIAL BOTT BOTTOM MAX MAXIMUM BRG BEARING MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER CENTERLINE MIN MINIMUM CJ CONSTRUCTION or CONTROL JOINT MISC MISCELLANEOUS CLR CLEAR(ANCE) (N) NEW GONG CONCRETE NIC NOT IN CONTRACT CONN CONNECTION NOM NOMINAL CONST CONSTRUCTION NOT SCALE CONT CONTINUOUS OC ON CENTER CTRD CENTERED OPNG OPENING CTSTS K COUNTERSINK OPP OPPOSITE DBL DOUBLE(R) OSB ORIENTED STRAND BOARD OWWJ OPEN WEB WOOD JOIST DET DETAIL t DF DOUGLAS FIR PLATE DIAL DIAGONAL PERM PERIMETER DN DOWN PERP PERPENDICULAR DP DEPTH PLY PLYWOOD DWL DOWEL PRE—MFR PRE —MANUFACTURED DWG DRAWING PSL PARALLEL STANDED LUMBER E A EACH P—T POST —TENSIONED EA EACH FACE P.T. PRESSURE TREATED EN EDGE NAILING REF REFERENCE EL ELEVATION REINF REINFORCING EMBED EMBEDMENT REQ'D REQUIRED ENGR ENGINEER RET RETAINING EQ EQUAL SCHED SCHEDULE ES EACH SIDE SECT SECTION EW EACH WAY SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SMS SHEET METAL SCREW EXT EXTERIOR SOG SLAB —ON —GRADE F/ FACE OF SPEC SPECIFICATION FLR FLOOR SO SQUARE FNDN FOUNDATION SS SELECT STRUCTURAL FTAO FORCED TRANSFER AROUND OPENING STD STANDARD FTC FOOTING STIFF STIFFENER GA GAUGE STRUCT STRUCTURAL GALV GALVANIZED SW SHEAR WALL GEN GENERAL SYM SYMMETRICAL GLB GLUE LAMINATED BEAM T/ TOP OF GR GRADE T&B TOP & BOTTOM CT GIRDER TRUSS T&G TONGUE & GROOVE GWB GYPSUM WALL BOARD THK, THK'N THICK, THICKENED HD HOLDOWN THRU THROUGH HDR HEADER TRANSV TRANSVERSE HF HEM —FIR TYP TYPICAL HORIZ HORIZONTAL UNO UNLESS NOTED OTHERWISE HSS HOLLOW STRUCTURAL SECTION VERT VERTICAL HT HEIGHT WHS WELDED HEADED STUD INT INTERIOR WTS WELDED THREADED STUD WWF WELDED WIRE FABRIC STRUCTURAL SHE S1.0 GENERAL NOTES, ABBREVIATIONS, INDEX S3.0 SECTIONS & DETAILS view 10:57:26 AM M U 0 z °0 a� Q U3 o "v LU OV UJ i z i Y 4) ., GJ cD _ z�L LL1 LA c W M ,lu � —� CO Wm �00 p N SEAL: Off$ A. DI88 WAg�r��, �F w 37445 �FGI STER�����i' �SIONAL E� 3/19/20 C� G Z G O 0 z 00 z Cn CV U �� Q w rn U L Cn Z O 2i o C0 No N O WLo ui CV Q r LJJ 00 Q UJ L.I. Z Z) 00 PROJECT #: 18-342 DRAWN BY: BGJ DESIGNED BY: LAP DATE: DESCRIPTION 03.19.2020 100% CD JURISDICTIONAL STAMP: SHEET TITLE: STRUCTURAL GENERAL NOTES, ABBREVIATIONS & SHEET INDEX SHEET NUMBER: S 1.0 (E) GLB (DROPPED) (E) BLKG VERIFY/ADD MINOR DAMAGE DECK JOIST REPAIR (ALLOWANCE) SCALE: N.T.S. (E) 2 (6) 0.22"Ox6" SDWS E FASCIA PER 4x FULL DEPTH BLKG (E) 2x DBL RIM ML26Z CLIP W/ 3" SDS SCREWS FASCIA PER ARCH %" ALUM x 7" FX61/2" W/ (4) %"Ox6" GALV LAG SCREWS @ 4'/2" VERT SPACING CONTACT SEPARATOR BTWN FASTENERS & MOUNT � PER ARCH DECK CORNER POST CONNECTION - PLAN SCALE: N.T.S. (E) GLB 2'-8" ' 1'-4" REMAINING (2) 2x8 JOIST & HANGER----., 6' MAX (2) 2x8 JOIST W/ LS70 @ END 0.22" Ox6" SDWS @ 12"OC MAX, STAGGERED 2x8 JOIST .qFr.T1(1N MAJOR DAMAGE DECK JOIST REPAIR (ALLOWANCE) SCALE: N.T.S. 2x8 JOIST _STA18 STRAP W/ '7) 0.148" 0 x 2'/2" NAILS @ EA FACE, (14) TOTAL (E) (2)2x8 JOIST A35 ANGLE (E) RIM REPLACE IN LIKE KIND WHERE DAMAGEED CUSTOM PANEL PER SHORTENED GUAR ASSEMBLY BY 07 /r\ nnnr Tn nrn�nini OTHERS 0 0 ull� GUARDRAIL CONNECTION PER 12/S3.0 z FASCIA PER ARCH 0 ALUMINUM GUARDRAIL POST BY m OTHERS, 4'-6"OC MAX GUARDRAIL AT ROOF EAVE SCALE: N.T.S. MOUNT � BY OTHERS F 1 I=\A REPLACE (E) EXT-GRADE SHEATHING W/ 2 1Od SHE/ (E) DECK JOISTS (4) 0.22" Ox 6" S SCREWS TO E 4x BL GUARI 6" SI NOTE: 1. WALE 2. ALL SHEATHING TO BE TREATED. DECK GUARDRAIL CONNECTION AT JOISTS PARALLEL TO RIM SCALE: N.T.S. MOUNT � BY OTHERS Id■mky REPLACE EXT-GR SHEATHIN( 'UARDRAIL 7HERS @ �X PARATOR -HERS & 'ER ARCH W/ EWS 3ED `L) LAU I\IIVI, VLI\II I IN I ILLD ARDRAIL ERS @ RATOR RS & ARCH (2) 2x8 DECK DECK JOIST RIPPED TO SLOPE, MIM DEPTH 61/8" MOUNT R PER RAILING MFR W/ 4x BLKG @GUARDRAIL W/ (4) 3/g"Ox6" GALV LAG SCREWS (6) 0.22"Ox6" SDWS SCREWS TO RIM (VERIFY 3" MIN EMBED EA END INTO SOLID FRAMING) NOTE: o eyteLw I M 1. WATERPROOFING AND FLASHING BY OTHERS. F 2. ALL EXPOSED WOOD MEMBERS AND/OR SHEATHING TO BE TREATED. 04/23/2020 10:57:26 AM DECK GUARDRAIL CONNECTION AT JOISTS PERPENDICULAR TO RIM a� SCALE: N.T.S. M 0 z °0 Q LU E OV Lu i z i Y v = � z�L L u LA c L u C*4 —� � Wm 00 � co ui cm SEAL: Off$ A. DI88 WAS w �F $r G,l� 37445 GISTR���1�i SIONAL E� 3/19/20 cn Z G 0 0 z 0 z Cn 0 CV CD U �-- Q Co rn w p Lu Cn Z O LIJ o co � N Q U CN 2i w W CN r 0 co Lu Q Lu Ncf) L.I. Z Z) PROJECT #: 18-342 DRAWN BY: BGJ DESIGNED BY: LAP DATE: DESCRIPTION 03.19.2020 100% CD JURISDICTIONAL STAMP: SHEET TITLE: STRUCTURAL SECTIONS & DETAILS SHEET NUMBER: S3.0