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APPROVED BLD PLN ENG RESUB4 BLD2021-0805+Architectural_Plan+4.1.2022_1.08.03_PM+2776374ABBREVIATIONS GENERAL NOTES #. N0. NUMBER HORIZ HORIZONTAL 1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT #SQFT SQUARE FEET HR HOUR WHEREIN THE METHODS OF STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL #° DEGREES HT HEIGHT OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. CONFORM TO AGENCY INSPECTORS COMMENTS AND CORRECTIONS. NOTIFY THE ARCHITECT OF @ AT HVAC HEATING, VENTILATION &AIR ALL CONFLICTS IMMEDIATELY &BEFORE PROCEEDING, AND ESPECIALLY IF INSPECTOR REQUIREMENTS A.F.F. ABOVE FINISHED FLOOR CONDITIONING CHANGE OR ADD TO APPROVED PLANS AND CONTRACT DOCUMENTS. ACT ACOUSTIC CEILING TILE I.B.C. INTERNATIONAL BUILDING CODE 2. DO NOT SCALE DRAWINGS OR DETAILS. USE GIVEN DIMENSIONS. CHECK DETAILS FOR LOCATION OF ALL ADJ ADJACENT INT INTERIOR ITEMS NOT DIMENSIONED ON PLANS. DIMENSIONS ON PLANS ARE TO FACE OF EXISTING FINISHES, FACE OF AF ACCESS FLOORING JAN. JANITOR NEW STUDS, DOOR AND WINDOW OPENINGS, GRIDLINE OR CENTERLINE U.O.N. NEW DOORS AND CASED AGGR. AGGREGATE LAM. LAMINATE OPENINGS WITHOUT DIMENSIONS ARE TO BE 6" FROM FACE OF ADJACENT WALL STUD OR AS APPLICABLE AHJ AUTHORITIES HAVING JURISDICTION LAV LAVATORY GIVEN EXISTING SPACE LIMITATIONS, ON THE HINGE SIDE OF DOOR. ALT ALTERNATE LIN. LINOLEUM 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANY AND ALL CONDITIONS RELATED TO THE SITE AND EXISTING BUILDING CONDITIONS THAT MAY AFFECT THE COST OR SCHEDULING APPROX. APPROXIMATE MAX MAXIMUM OF CONSTRUCTION ACTIVITIES, PRIOR TO SUBMITTING A BID. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ARCH. ARCHITECTURAL MECH MECHANICAL AND CONDITIONS AT THE JOB SITE INCLUDING THOSE SHOWN ON RECORD DRAWINGS, AND CONDITIONS ASPH. ASPHALT MFR MANUFACTURER RELATED TO THE LOCATION OF EXISTING UTILITIES AND SERVICES BEFORE COMMENCING WORK AND BE B/ BOTTOM OF MIN MINIMUM RESPONSIBLE FOR THE ABOVE. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. BD. BOARD MISC. MISCELLANEOUS 4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO BET. BETWEEN MTD. MOUNTED PURCHASE, FABRICATION OR INSTALLATION. BLDG BUILDING MTL. METAL 5. THE DRAWING INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT N NORTH SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF BLKG BLOCKING CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE BM BEAM N.I.C. NOT IN CONTRACT STRUCTURAL ENGINEER. CAB. CABINET N.T.S. NOT TO SCALE 6. BUILDING SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED SHALL BE INSTALLED, AS PER CB CONCRETE BLOCK O.C. ON CENTER MANUFACTURERS RECOMMENDATIONS. NOTIFY THE ARCHITECT OF AND RESULTING CONFLICTS. CIP CAST -IN -PLACE O.F.0.1. OWNER FURNISHED, OWNER INSTALLED 7. COORDINATE ALL OPERATIONS SUCH AS AREAS USED FOR MATERIAL STORAGE, ACCESS TO AND FROM CL CENTERLINE OH OVERHEAD WORK AND TIMING OF WORK WITH THE ARCHITECT AND OWNER. CLNG CEILING OTS OPEN TO STRUCTURE 8. MAINTAIN EXITS AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES. CLR CLEAR /CLEARANCE PERF. PERFORATED 9. THE SITE SHALL BE OCCUPIED DURING CONSTRUCTION. MAINTAIN SITE EXITING FROM OCCUPIED AREAS. CONC CONCRETE SEALED PLAM PLASTIC LAMINATE COORDINATE PHASING PLAN, HOURS OF OPERATIONS, ETC. WITH OWNER. CONT. CONTINUOUS PLYWD PLYWOOD 10. INSTALL DUST BARRIERS, BARRICADES, GUARDS AND OTHER PROTECTION AS REQUIRED TO PROTECT CPT CARPET POL POLISHED INSTALLED FINISHES AND FACILITIES, AS WELL AS OCCUPIED AREAS. COORDINATE WITH OWNER FOR REQUIRED PARKING AND BUILDING ACCESS. CPTB CARPET BASE PS PORCELAIN STONE 11. PROVIDE ALL ACCESS PANELS REQUIRED FOR ALL JUNCTION BOXES, VALVES, CLEANOUTS, PLUGS, FILTERS, CS CONCRETE SEALER PSB PORCELAIN STONE BASE EQUIPMENT, AND ALL OTHER ITEMS REQUIRING SERVICE OR MAINTENANCE CT CERAMIC TILE PT PAINT 12. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. CTB CERAMIC TILE BASE R.O. ROUGH OPENING 13. SOME ITEMS OR SYSTEMS INCLUDED IN THE CONSTRUCTION DOCUMENTS ARE TO BE "BIDDER DESIGNED" DEMO DEMOLITION RB RESILIENT WALL BASE OR ARE PROVIDED BY OTHERS. THE ARCHITECT AND CONSULTING ENGINEERS WILL REVIEW ALL BIDDER DET. DETAIL REF. REFERENCE DESIGN SUBMITTALS AND WILL DETERMINE IF THE SUBMITTALS IS IN CONFORMANCE WITH THE GENERAL DIA. DIAMETER REV REVISION DESIGN CONCEPT. THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO DIM DIMENSION RT RESILIENT TILE CONFORM TO THE REQUIREMENTS OF ALL CODES AND THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF BIDDER DESIGNED ITEMS WITH THE STRUCTURAL DN DOWN S SOUTH SYSTEM AND FRAMING. CONFLICTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO BID AND DS DOWNSPOUT S.S. STAINLESS STEEL THE REQUIRED MODIFICATIONS INCLUDED IN THE BID PRICE. DWG DRAWING SCH SCHEDULE 14. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN E EAST SCS SPECIAL CEILING SYSTEM DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES. E.J. EXPANSION JOINT SEC. SECTION 15. PROVIDE CONCEALED BLOCKING AS REQUIRED FOR WORK BY OWNER'S OTHER CONTRACTORS. E.P. ELECTRICAL PANELBOARD SH SHEET COORDINATE WITH OTHER CONTRACTORS FOR SIZE, TYPE AND LOCATION OF REQUIRED BLOCKING. EA. EACH SIM. SIMILAR 16. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE PANELS TO ALIGN WITH AND EFSB EPDXY FLOOR SYSTEM BASE SPC SPECIAL PAINT COATING FIT WITHIN NEW CONSTRUCTION. ELEV. ELEVATION SPEC. SPECIFICATIONS 17. CONCEAL TO THE GREATEST EXTENT POSSIBLE PIPES, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SQ. SQUARE SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION IN EPS EPDXY FLOOR SYSTEM DRAWINGS. OFFSET STUDS WHERE REQUIRED SO THAT FINISHED WALL SURFACES WILL BE FLUSH. PAINT EQ EQUAL SSM SOLID SURFACE MATERIAL OR FINISH ALL EXPOSED EQUIPMENT &ELEMENTS PER OWNER. EQUIP EQUIPMENT SSV SEAMLESS SHEET VINYL 18. IT IS THE CONTRACTORS RESPONSIBLY TO ANTICIPATE LEAD TIMES FOR ALL EQUIPMENT OR MATERIAL AND EXS EXPOSED STRUCTURE ST STONE TO ORDER SUCH IN A TIMELY MANNER TO ENSURE AVAILABILITY ON THE DATES REQUIRED SO AS TO MEET EXST EXISTING STD STANDARD THE COMPLETION DATE. EXT EXTERIOR STOR. STORAGE 19. CLEAN ALL SURFACES AFTER CONSTRUCTION, THIS SHALL INCLUDE BUT NOT LIMITED TO ALL LIGHTING F.E. FIRE EXTINGUISHER STR STAIR TREADS FIXTURE LENSES, GLAZING, FLOORS, WALL SURFACES, ETC. F.E.C. FIRE EXTINGUISHER CABINET T/ TOP OF 20. ALL WOOD FOR BLOCKING, PLYWOOD, RAISED PLATFORMS, ETC. SHALL BE FIRE RETARDANT TREATED. F.O.C. FACE OF CONCRETE TDPC TEXTURED DECORATIVE PROTECTIVE 21. WHERE A PARTICULAR ROOM OR AREA IS INDICATED ON SEVERAL DRAWINGS, REFER TO ALL SUCH COAT DRAWINGS IN LAYING OUT AND CONSTRUCTING THE REQUIRED WORK. REFER LARGE SCALE DRAWINGS FOR F.O.F. FACE OF FINISH TP TOILET PARTITION ADDITIONAL DETAILED INFORMATION BEFORE LAYING OUT OR CONSTRUCTING WORK IN ANY AREA. F.O.S. FACE OF STUDS TYP TYPICAL 22. REFER TO DRAWINGS FOR TYPICAL INTERIOR DETAILS BEFORE LAYING OUT OR CONSTRUCTION OR WORK FDN. FOUNDATION IN ANY AREA. FRP FIBERGLASS REINFORCED PANEL U.O.N. UNLESS OTHERWISE NOTED 23. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR STRUCTURE AND STRUCTURAL COMPONENTS FRT FIRE RETARDANT TREATED UP UNIT PAVERS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. FT FEET VB VAPOR BARRIER 24. RATED PARTITIONS AND/OR NON -RATED WALLS EXTENDING TO THE STRUCTURAL SLAB OR DECK SHALL BE FTG. FOOTING VCT VINYL COMPOSITE TILE BUILT TIGHTLY AROUND WORK THAT PENETRATES THE PARTITIONS OR WALL TO PERSEVERE THE REQUIRED FTS FLOOR TRANSITION STRIP VERT. VERTICAL FIRE AND S.T.C. RATING, ANY ELECTRICAL PANELS, CONDUITS, OUTLETS, OUTLET BOXES, PIPE CHASES, AND G.L.B GLUE LAM BEAM VWC VINYL WALL COVERING OTHER SUCH BUILT IN ITEMS WHICH OCCUR WITHIN A FIRE RATED WALL SHALL BE INSTALLED IN SUCH A W WEST MANNER WITHIN THE WALL THAT FIRE RATING OF THE WALL IS PERSEVERED. GALV. GALVANIZED W � 0 WITHOUT 25. ALL COLUMN GRID LINES ARE CENTERED ON THE COLUMNS. TYP UON. ( ) GFA. GROSS FLOOR AREA W� WITH 26. ALL WOOD IN DIRECT CONTACT WITH CONCRETE, OR EXPOSED TO WEATHER, OR GIRDERS LESS THAN 18" GL GLASS WB WINDOW BLINDS FROM GRADE SHALL BE PRESSURE TREATED WITH THE APPROVED PRESERVATIVE & SHALL BE IDENTIFIED GRT GROUT WITH THE STAMP OF THE AMERICAN WOOD PRESERVERS INSTITUTE. USE BUILDING PAPER @JOIST ENDS GWB GYPSUM WALL BOARD WC WATER CLOSET / RESTROOM TO PREVENT CONTACT WITH CONCRETE. GYP GYPSUM WD WOOD 27. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED. H.B. HOSE BIBB WOM WALK OFF MAT H.C. HOLLOW CORE WR WATER RESISTANT HM HOLLOW METAL � WEIGHT HM-I HOLLOW METAL -INSULATED FILL PROJECT SCOPE SYMBOLS LEGEND SIM SIM A•9 GRIDLINE 1 1 BUILDING SECTION A101 A101 SIM 1 WALL SECTION � � � � MATCHLINE A101 1 Ref ELEVATION MARKER A101 INTERIOR ELEVATION SIM 1 RFI XXX 1 DETAIL REVISION MARK A101 SIM 1 A101 - � DETAIL � CENTERLINE L_J W1 WINDOW TAG CUT LINE Ref XX WALL TAG 1 A101 EXTERIOR ELEVATION XXXX DOOR TAG Area name MATERIAL TAG AREA TAG 150 SF O FURNITURE TAG � �x. � SIGNAGE TAG XXXX ACCESSORIES TAG THIS IS A BRIEF DESCRIPTION OF THE WORK. CONTRACT INCLUDES ALL WORK NECESSARY TO EXECUTE A COMPLETE PROJECT. PROPOSED WORK WILL INCLUDE BUT IS NOT LIMITED T0: • CONVERT BEDROOM 2 TO WET BATHROOM EXISTING BEDROOM WILL BE REPLACED WITH A NEW BATHROOM. THERE ARE NO WALL MODIFICATIONS PROPOSED WITH THIS WORK EXCEPT THE REMOVAL OF A CLOSET AND THE POSSIBLE ADDITION OF A HALF WALL. (THE BATHROOM DESIGN IS NOT PART OF THESE DOCUMENTS EXCEPT THAT IT WILL INCLUDE A TOILET, A SINK, A TUB AND A SHOWER) ALL FLOOR AND WALL SURFACES WILL RECEIVE WATER PROOFING AND MOISTURE PROOFING AS APPROPRIATE TO ACCOMMODATE NEW LAYOUT. • DEMO BATHROOM TO ENLARGE BEDROOM 3 THE EXISTING BATHROOM WILL BE DEMOLISHED AND ALL EXISTING PLUMBING WILL BE REMOVED BACK TO MAIN PIPING LINES. PLUMBING WILL BE REROUTED TO NEW BATHROOM LOCATION. NEW BEDROOM WILL RECEIVE NEW WINDOWS TO MAXIMIZE NATURAL LIGHT. A CLOSET WILL BE ADDED TO THE BEDROOM. • KITCHEN REMODEL IMPROVEMENTS: WALL SEPARATING KITCHEN AND LIVING ROOM WILL BE REMOVED TO PROVIDE OPEN CONCEPT KITCHEN. THE EXISTING CEILING JOISTS ARE 2X10 SPANNING ACROSS THE HOUSE. A NEW 4X10 BEAM WILL REPLACE THE BEARING WALL. THE ONLY LOAD IS THE CEILING ITSELF. THE BEAM WILL BE PLACED ABOVE THE JOISTS AND BEAR ON EXISTING WALLS. ADDITIONAL 2X4 WILL BE INSERTED IN WALL IF NECESSARY TO PROVIDE ADEQUATE LOAD TRANSFER TO EXISTING FLOOR BEAM STRUCTURE. ONE WINDOW WILL BE REPLACED AND TWO WINDOWS WILL BE ADDED TO PROVIDE ADDITIONAL NATURAL LIGHTING. CABINETS AND COUNTERTOPS WILL BE REPLACED (NOT INCLUDED IN THESE DOCUMENTS) • LIVING ROOM IMPROVEMENTS: THE EXISTING LIVING ROOM WILL BE OPENED UP TO ADJACENT "DINING ROOM". A WALL OR PORTIONS OF WALLS WILL BE REMOVED AND REPLACED WITH HEADERS. ADDITIONAL 2X4 POSTS WILL BE ADDED TO CREATE BEARING FOR THE NEW HEADERS. POST WILL BEAR ON EXISTING FLOOR STRUCTURAL BEAMS. • NEW DAYLIGHT STORAGE LOFT: THE: STORAGE LOFT IS EXISTING AND IS PLENTY ADEQUATE FOR THE TYPE OF HOUSEHOLD SEASONAL ITEMS BEING STORED. HOWEVER, THE EXISTING FLOOR IS UNUSUALLY FRAMED SO IT WILL BE REPLACED TO PROVIDE UNIFORM JOIST SPACING AND A HEAVIER PLYWOOD DECK. THERE IS CURRENTLY NO SAFE WAY TO ACCESS THIS AREA SO A NEW STAIR IS BEING CREATED TO PROVIDE SAFE AND MORE SPACIOUS ACCESS. THE NEW DOOR WILL BE FIRE RATED TO KEEP THE INTEGRITY OF FIRE SEPARATION FROM THE GARAGE. THE EXISTING POSTS WILL BE REPLACED WITH NEW 4X4 LUMBER. THICKNESS OF BEARING SURFACE WILL BE VERIFIED. IF FLOOR THICKNESS IS LESS THAN 6" PORTIONS WILL BE REMOVED TO PROVIDE NEW POST FOOTINGS AS NOTED. MITTE RESIDENCE REMODEL 7022 157TH ST SW EDMONDS, WA 98026 ZONING CODE DATA PERMIT SET 02/24/2022 VICINITY MAP APPROVED BY PLANNING �G� Apr 13 2022 APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE DRAWING INDEX LOCAL JURISDICTION: CITY OF EDMONDS ZONING CLASIFICATION: RS-12 ADJACENT LAND USE: RS-12 SETBACK REQUIREMENTS: FRONT: 25 FEET SIDE: 10 FEET REAR: 25 FEET PARKING REQUIRED: 2 PARKING PROVIDED: EXISTING - NO CHANGE MAX BLDG HEIGHT: 25 FEET MAX LOT COVERAGE ALLOWED: 35% PROJECT LOCATION 71STAVE W � � = ( � ARCHITECTURAL SHEET # SHEET NAME REV. A001 COVER SHEET A002 GENERAL NOTES A100 SITE PLAN A101 FOUNDATION PLAN &DEMO PLAN 1 A102 MAIN FLOOR PLAN 1 A103 PARTIAL PLANS 1 A201 BUILDING ELEVATIONS A301 BUILDING SECTIONS 1 LEGAL DESCRIPTION PARCEL NUMBER: 00513300002215 LEGAL DESCRIPTION MEADOWDALE BEACH SUPPLEMENTAL PLAT BLK 000 D-15 -BEG NE COR TR 22 TH S01*02 OOW 308.97FT TH N85*56 22W 180.03FT TO TPB TH CONT N85*56 22W 80FT TH S03*17 31 W 152.02FT TH S85*57 26E 82FT TH NO2*3214E 152.04FT TO TPB CODES APPLICABLE CODES ADOPTED BY CITY OF EDMONDS ARE: • 2018 IRC -INTERNATIONAL RESIDENTIAL CODE • 2018 UPC -UNIFORM PLUMBING CODE • 2018 WEC - WASHINGTON STATE ENERGY CODE (RESIDENTIAL) • 2018 NEC -NATIONAL ELECTRICAL CODE PROJECT DATA TOTAL LOT AREA: EXISTING LOT COVERAGE DATA: LOT COVERAGE BY BLDG: PAVED AREA: LOT COVERAGE DATA AFTER TENANT IMPROVEMENT: EXISTING - NO CHANGE MAX BLDG HEIGHT: HEIGHT AT DORMER: AREA OF WORK (PROPOSED): DAYLIGHT STORAGE LOFT KITCHEN (REMODEL IMPROVEMENTS) WET BATHROOM BEDROOM 3 (NEW) TOTAL 12,160 SF (0.28 ACRES) 2,192 SF = 25% (NO CHANGE) 1,104 SF = 09% (NO CHANGE) 16'-6" (MAX) 15'-6" 134 SF 236 SF 125 SF 207 SF 702 SF TRUE NORTH OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES PROJECT TEAM APPLICANT DIANE K. MITTE 7022157TH ST SW EDMONDS, WA 98026 PHONE: (XXX) XXX-XXXX EMAIL: dmitte@comcast.net ARCHITECT ARNOLD KRAAKMO 10202 5TH AVE NE, SUITE 300 SEATTLE, WA 98125 PHONE: (206) 547-1940 EMAIL: arnold.kraakmo@salasobrien.com City Of Edmonds Building Department Work REMODEL Address 7022 157TH ST SW Owner MITTE Approved Date 04/13/2022 Building Official • Permit Number' BLD2021-0805 -'� �� SALAcO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, WA 98125 p.206.547.1940 � f.206.547.8212 www.salasobrien.com CONSULTANT PROFESSIONAL SEAL 6451 \REGISTERED ARCHITE T � �� .,�.� ARNOLD M.K KMC STATE OF WASHINGTON COPYRIGHT NOTICE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW REVISIONS NO. DATE DESCRIPTION Z W N 0 ao o� Q Z W W WJ LLJ `� � 0 O = H ti � N LL � ti PROJECT MANAGER AK CHECKED BY: R E S � B '°`K Apr 01 2022 DRAWN BY: CITY OF EDMONDS HC DEVELOPMENT SERVICES l� DEPARTMENT DOCUMENT DATE: 02/24/2022 SHEET NAME: COVER SHEET SHEET NO. A001 GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE SEATTLE RESIDENTIAL BUILDING CODE (2015 EDITION) 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF FLOOR LIVE LOAD (RESIDENTIAL BALCONIES) 60 PSF STAIR AND CORRIDOR LIVE LOAD 100 PSF WOOD 10. SAWN LUMBER UNDER FOR LOAD -SUPPORT PURPOSES, INCLUDING END -JOINTED OR EDGE -GLUED LUMBER, MACHINE STRESS -RATED OR MACHINE EVALUSATED LUMBER, SHALL BE IDENTIFED BY THE GRADE OR MAKR OF A LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2 X MEMBERS) HEM -FIR N0. 1 -MINIMUM BASIC DESIGN STRESS, fb = 975 PSI (TJI MEMBERS) DOUGLAS FIR SELECT STRUCTURAL - MAXIMUM RESITIVE MOMENT = 3015 FT. LBS. BEAMS AND STRINGERS: (INCLUDING 6 X AND LARGER MEMBERS) DOUGLAS FIR N0. 1 -MINIMUM BASIC DESIGN STRESS, fb = 1350 PSI (ENGINEERED LUMBER) AS NOTED IN BEAM SCHEDULE POSTS AND TIMBERS: (SELECT STRUCTURAL) -MINIMUM BASIC DESIGN STRESS, fc = 1150 PSI STUDS, PLATES &MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR STANDARD GRADE BOLTED STUDS, LEDGERS AND PLATES: DOUGLAS FIR STANDARD GRADE 2 X 6 STUDS AND PLATES: DOUGLAS FIR STUD GRADE HEADERS -ALL WINDOW HEADERS TO BE 4 X 8, U.O.N 11. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH THE STANDARDS LISTED IN SBC SECTION 2306.1 SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. REFER TO SHEARWALL NOTES FOR ADDITIONAL SHEATHING INFORMATION.. 12. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 13. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG C-2013. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U� SERIES JOIST HANGERS. 14. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE SEATTLE BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 602.3(1) OF THE SEATTLE RESIDENTIAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS @ 16" O.C. AT INTERIOR WALLS AND 2 x 6 @ 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING ATMID-HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED WITH 3l4"DIAMETER ANCHOR BOLTS @ 6'-0" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8' O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. (10" O.C. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES OR PROVIDE SOLID BLOCKING. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS AT UNBLOCKED EDGES OR SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO PLATE WITH 16d @ 12" O.C. OR (2) 16d EACH END AT SUPPORTS UNLESS OTHERWISE NOTED. GENERAL STRUCTURAL NOTES(CONT 15. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI / AITC A190.1-1983, AMERICAN NATIONAL STANDARDS INSTITUTE AND ASTM D3737-85 IN A CITY OF SEATTLE CERTIFIED PLANT. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. CITY INSPECTION IS REQUIRED PRIOR TO COVERING GLUED LAMINATED MEMBERS, ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V3, Fb = 2,400 PSI, Fv = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 PSI, Fv = 165 PSI. CAMBER ALL GLULAM BEAMS TO 2,000 RADIUS, UNLESS SHOWN OTHERWISE. 16. PREFABRICATED FLOOR JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE FLOOR JOIST MANUFACTURERS MAYBE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALL JOIST HANGERS MUST BE RATED FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH FLOOR JOIST. 17. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI-78" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 40 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. ENERGY CODE NOTES THESE DESIGNS ARE IN ACCORDANCE WITH THE 2018 WASHINGTON STATE ENERGY CODE (WSEC) REQUIREMENTS FOR TABLE 402.1.1 -PRESCRIPTIVE COMPONENT REQUIREMENTS FOR CLIMATE ZONE 5 & MARINE 4. ROOF INSULATION -PROVIDE AIR-IMPERMIABLE CLOSED CELL SPRAY FOAM INSULATION (R-7.0 PER INCH) BETWEEN TRUSSES TO A DEPTH OF 5.5" MIN. TO MEET THE MINIMUM U-FACTOR EQUIVENLENT PER TABLE R402.1.3 OF U=.026 MEETS THE REQUIEMENTS OF AN UNVENTED ENCLOSED RAFTER ASSEMBLY 2018 IBC 1202.3 COMPONENT Weighted R-Value Formula Outside Air Barrier Roofing Sheathing Truss +Foam [(Truss R-1.25/INCH) X .09375] + [FOAM R-7.0/INCI Insulation GWB I Inside Air Film �� Total R-Value U-Value Weighted Inches R-Value R-Value 0.17 0.5 I) X .90625] 0.625 35.635 6.461 S.5 0.55 0.68 38.060 0.026 WALL INSULATION -PROVIDE AIR-IMPERMIABLE CLOSED CELL SPRAY FOAM INSULATION (R-7.0 PER INCH) BETWEEN STUD TO A DEPTH OF 3.5" MIN. TO MEET THE MINIMUM U-FACTOR EQUIVENLENT PER TABLE R402.1.3 OF U=.056 COMPONENT Outside Air Barrier Siding Sheathing Stud +Foam Insulation GWB Inside Air Film Total R-Value U-Value Weighted R-Value Formula Weighted Inches R-Value I R-Value 0.17 0.5 0.625 [(Stud R-1.25/INCH) X .09375] + [FOAM R-7.0/INCH) X .90625] 6.461 3.5 22.613 0.55 0.68 25.138 0.040 FLOOR INSULATION -PROVIDE AIR-IMPERMIABLE CLOSED CELL SPRAY FOAM INSULATION (R-7.0 PER INCH) BETWEEN STUD TO A DEPTH OF 3.5" MIN. TO MEET THE MINIMUM U-FACTOR EQUIVENLENT PER TABLE R402.1.3 OF U=.029 COMPONENT Weighted R-Value Formula Outside Air Barrier GWB Joist+ Foam Insulation i [(Joist R-1.25/INCH) X .09375] + [FOAM R-7.0/IN Inside Air Film Total R-Value U-Value Weighted R- Inches R-Value Value 0.17 0.55 CH) X .90625] 6.461 S.S 35.535 0.625 0.68 37.560 0.027 FENESTRATION - U-VALUE MAXIMUM 0.24 TO MEET THE EFFICIENT BUILDING ENVELOPE OPTION PER TABLE 406.3 ITEM 1.1 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS R406.3 N0.5 -ADDITIONS LESS THAN 500 S.F. 1.5 CREDITS REQUIRED TABLE 406.3 ENERGY CREDITS 1.1 EFFICIENT BUILDING ENVELOPE OPTIONS PRESCRIPTIVE COMPLIANCE WILL BE PROVIDED BASED ON U VALUE EQUIVALENTS TO TABLE 402.1.1 PER TABLE 402.1.3. WITH THE FOLLOWING MODFICATION: VERTICAL FENSTRATION WILL BE U = 0.24 CREDITS: 0.5 3.1 HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS EXISTING FURNACE MEETS AND EXCEEDS THE AFUE VALUE OF 95%. THE FURNACE HAS A VALUE OF 96.2% AND THE DOCUMENTATION CAN BE PROVIDED UPON REQUEST. CREDITS 1.0 TOTAL ENERGY EFFICIENT CREDITS = 1.5 -� �� SALASO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, WA 98125 p.206.547.1940 � f.206.547.8212 www.salasobrien.com CONSULTANT PROFESSIONAL SEAL 6451 REGISTERED �>/� ARCHITE ARNOLD M.K AAKMC STATE OF WASHINGTON COPYRIGHT NOTICE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW REVISIONS NO. DATE DESCRIPTION Z W N 0 0 Q z W OCw WJ W `� � 0 O = � ti � � � � � N LL O ti PROJECT MANAGER AK CHECKED BY: R E S � B '�`K Apr 01 2022 DRAWN BY: CITY OF EDMONDS H�'+ DEVELOPMENT SERVICES l.� DEPARTMENT DOCUMENT DATE: 02/24/2022 SHEET NAME: GENERAL NOTES SHEET NO. A002 4!V nn (E) STORAGE SHED I REAR SETBACK � _ _ _ _ _ _I I `1 U a¢0 � � f-- w `" � � I � � � � I _ _ _ — — — — — N 85° 56' 22" W 82.00' SITE PLAN -OVERALL -EXISTING CONDITION 1 " = 10'-0" W n EXISTING ROOF AS I EXISTING BUILDING SITE PLAN -PARTIAL Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. S 85° 56' 22" E 80.00' I EXISTING EASEMENT � I _► ►�: . SHEET NOTES 1. NO SITE WORK 2. NO CHANGE TO EXISTING LANDSCAPE LEGEND — — EXISTING PROPERTY LINE - NO CHANGE EXISTING BUILT ASSEMBLY NEW BUILT ASSEMBLY 0 KEY NOTES 1 NEW DORMER ROOF, SEE A401. 2 NEW DORMER WALLS, SEE 4/A401. ENGINEERING DIVISION APPROVED AS NOTED �� 04/01 /2022 ***NO LAND DISTURBANCE APPROVED. CONTACT THE CITY OF EDMONDS IF CHANGES ARE PROPOSED.*** �-� �� SALAcO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, WA 98125 p.206.547.1940 � f.206.547.8212 www.salasobrien.com CONSULTANT PROFESSIONAL SEAL sass \REGISTERED ARCHITE T v ARNOLD M.K AAKMC STATE OF WASHINGTON COPYRIGHT NOTICE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW REVISIONS NO. DATE DESCRIPTION Z W N 0 z W w WJ W `� (� 0 O = � ti � � PROJECT MANAGER AK CHECKED BY: R E S � B '°`K Apr 01 2022 DRAWN BY: CITY OF EDMONDS I..IC DEVELOPMENT SERVICES l.� DEPARTMENT DOCUMENT DATE: 02/24/2022 SHEET NAME: SITE PLAN TRUE NORTH SHEET NO. A100 A B (E) GARAGI (E) CONCRI 1 � 2� 3�i 4 5 1 2 3 � 4 I I I I I I I I �_- �/ I I I ® n► 0 I � GARAGE LIVING ROOM FAMILY ROOM MASTER BEDROOM WET BATHROOM SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. PROVIDE ADHESIVE WALK -OFF MATS AT ALL ENTRIES TO AREAS OF WORK. REPLACE MATS DAILY. 4. PATCH, REPAIR, FILL HOLES AS REQUIRED TO SUPPORT REPAIR AT EXISTING FINISHES. REPLACE DAMAGE FLOOR AND CEILING WITH NEW TO MATCH EXISTING. LEGEND EXISTING ASSEMBLY — _ � DEMOLITION OF ASSEMBLY 1 EXISTING FOUNDATION AND FOOTING TO REMAIN 0 KEY NOTES �; � � I u - '� 12 �" i �, , " , � � (E) CRAWL SPACE ACCESS 1 � �/ _ ,. - _ UP" UP 1 DEMO CASEWORK AS REQUIRED. —: �p (C \' — _ -�- ,- - � (E) GARAGE STAIRS TO MAIN FLOOR — — C — — 2 — _ _ — ' ' — _ _ _ _ � — - (II' � � — — 2 DEMO WALLAS REQUIRED FOR NEW STAIRS. \ _ (E) DOOR _. _. � -. _ , -- - - - - - - 5 I I� \ �I � � I `--' 3 EXISTING WALL TO BE REMOVED AND REPLACED WITH � E FOUNDATION WALL TYP I I� I L J NEW HEADER. O � 1 � KITCHEN � �� O� � � BEDROOM 3 LAUNDRY MUDROOM i BATHROOM � i 4 EXISTING PORTION OF WALL TO REMAIN. — — — — — — - — — - I o V — � D — — C -- — � � � — — 5 EXISTING WALL TO BE REMOVED. 11 10 6 EXISTING WALL TO REMAIN, DOOR IS TO BE REUSED AND SWING TO OPPOSITE HAND, SEE NEW PLAN. 7 REMOVE WALLAS REQUIRED FOR NEW WALL TO BE ADDED. 8 REMOVE PLUMBING AND CASEWORK IN THIS AREA. 9 EXTERIOR WINDOWS TO BE REMOVED AND REPLACED BY FOUNDATION PLAN n MAIN FLOOR PLAN -OVERALL -DEMO NEW WINDOWS. PLAN NORTH PLAN NORTH 10 SLIDING DOOR TO BE REMOVED AND REUSED. SEE NEW PLAN FOR NEW PLACEMENT. 11 DEMO WALLAS REQUIRED TO LET IN NEW WINDOWS. 12 6X6 POST -PIN TO FOOTING. PROVIDE ASPHALTIC ICE & WATER SHIELD SHEET BETWEEN WOOD AND CONC. 13 12" X 12" X 6" POST FOOTING -CUT EXISTING SLAB, BEVEL CUT EDGE WITH GRINDER, REMOVE SOIL TO-0'-6". �-� �� SALAcO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, WA 98125 p.206.547.1940 � f.206.547.8212 www.salasobrien.com CONSULTANT PROFESSIONAL SEAL 6451 \REGISTERED ARCHITE T /v ARNOLD M. KR KMO STATE OF WASHINGTON COPYRIGHT NOTICE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW REVISIONS N0. DATE DESCRIPTION 1 03/30/2022 CITY CORRECTIONS 1 V Z W N 0 0 Q z W OCw WJ `� W � 0 = ti O � � � � N LL O ti PROJECT MANAGER: AK CHECKED BY: R E S U B '°`K Apr 01 2022 DRAWN BY: CITY OF EDMONDS I..IC DEVELOPMENT SERVICES l.� DEPARTMENT DOCUMENT DATE: 02/24/2022 SHEET NAME: FOUNDATION PLAN & DEMO PLAN SHEET NO. A101 / n \ STAIRS WITH V ;TREADS SHALT TREAD DEPTH ;THAN 6 INCHE; POINT WITHIN ;WIDTH OF THE REFERENCE IF ;WINDER TREAT :................... SHEET NOTES �-� �� 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. SA LA C O'B R I E N 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING 10202 Fifth Avenue NE, Suite 300 CONDITIONS PRIOR TO COMMENCEMENT OF WORK. Seattle, WA 98125 3. PROVIDE ADHESIVE WALK -OFF MATS AT ALL ENTRIES TO p. 206.547.1940 � f. 206.547.8212 AREAS OF WORK. REPLACE MATS DAILY. www.salasobrien.com 4. PATCH, REPAIR, FILL HOLES AS REQUIRED TO SUPPORT REPAIR AT EXISTING FINISHES. REPLACE DAMAGE FLOOR AND CEILING WITH NEW TO MATCH EXISTING. CONSULTANT LEGEND EXISTING ASSEMBLY NEW BUILT ASSEMBLY NEW WALL ASSEMBLY, SEE WALL TYPE '�� ALIGN ASSEMBLIES 1 SDO SMOKE DETECTOR PROFESSIONAL SEAL ❑x WALL TYPES 6451 REGISTERED 2 3 4 5 � ARCHITFC 1 2x4 STUDS 16" OC WI 3-1/2" FOAM 2�� ,�� @ ARNOLD M. K �AAKMO INSULATION, (1) LAYER 1/2" TYPE "X" GWB AT STATE OF WASHINGTON EA SIDE, &CLADDING PER ELEVATIONS OVER FURRING STRIPS PER MFR REQUIREMENTS. (REFER TO A002 TO ENERGY CODE REQUIREMENTS) I I I I � 2 2x4 STUDS @ 16" OC W13-1/2" FOAM COPYRIGHT NOTICE INSULATION & (1) LAYER 1/2" TYPE "X" GWB THIS DRAWING WAS PREPARED FOR USE ON A EA SIDE. (REFER TO A002 TO ENERGY CODE SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS REQUIREMENTS) ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF ® 3 2x4 STUDS @ 16" OC W/ (1) LAYER 1/2" GWB PROPERLY LICENSED ARCHITECTS AND ENGINEERS. EA SIDE. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY I I I BE CONTRARY TO THE LAW 0 KEY NOTES REVISIONS NO. DATE DESCRIPTION 1 03/30/2022 CITY CORRECTIONS 1 1 NEW STAIRS, SEE 2/A401. 2 NEW HEADER, PROVIDE DOUBLE STUD POSTS TO SUPPORT HEADER. 3 NEW OVERHEAD BEAM. PROVIDE DOUBLE STUD POSTS TO SUPPORT BEAM. 4 NEW VANITY SINK. 5 NEW 5'-0" x 5'-0" SHOWER STALL. 6 NEW FULL HEIGHT SHOWER GLASS PANEL. 7 NEW WATER CLOSET 8 NEW GARDEN/FREESTANDING TUB 9 HALF WALL WITH FRAMELESS GLASS PANEL ABOVE. 10 NEW CLOSET ASSEMBLY WI PAIR OF BI-FOLD DOORS TO MATCH EXISITNG. 11 EXISTING DOOR, NEW SWING DIRECTION AS SHOWN. �' �' �' �' �' �' �' �' �' �' �' ! 12 NEW 3430 FRENCH CASEMENT WINDOW I EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN BASEMENTS, i 13 NEW 1830 CASEMENT WINDOW I HABITABLE ATTICS, AND IN SLEEPING ROOMS; I ■ OPENABLE W/O USE OF KEYS, TOOLS, OR � 14 NEW 4040 CASEMENT PICTURE WINDOW SPECIAL KNOWLEDGE. IRC R310 ■ * MIN. 5 SF NET CLR OPENABLE AREA i 15 NEW2440CASEMENTWINDOW *MIN. 24" NET CLR OPENABLE HEIGHT I N *MIN. 20" NET CLR OPENABLE WIDTH ■ 16 EXISTING SLIDING DOOR AT NEW LOCATION. W ago *MAX. 44" FINISHED SILL HEIGHT Q r�■�■�■�■�■�■�■�■�■�■�� 17 CENTER WINDOW ON SINK 18 PROVIDE INTERCONNECTED SMOKE DETECTORS AND � � � CARBON MONIXDE ALARMS IN BEDROOMS AND HALLWAY, z LINE VOLTAGE WITH BATTERY BACKUP, 3 LOCATIONS, W p TYP. � �/ � I.L w 19 110 CFM EXHAUST FAN - VENT TO EXTERIOR AND PROVIDE SWITCH WITH TIMER ADJACENT TO LIGHT � SWITCH AT ENTRY. � J W � 0 = � O ~ ti � � W N �� PROJECT MANAGER AK CHECKED BY: R E S � B '°`K Apr 01 2022 DRAWN BY: CITY OF EDMONDS I..IC DEVELOPMENT SERVICES l.� DEPARTMENT DOCUMENT DATE: 02/24/2022 SHEET NAME: MAIN FLOOR PLAN �� MAIN FLOOR PLAN -OVERALL SHEET NO. PLAN NORTH A102 1 2 1 1 A301 11'-6" ±3'-9" -------- 2x6------- � � I\ / OPEN I � � � I � I I ' /DBL 2x6 \ I ==_=_ +6 I -DOUBLE 2x6 UNDER WALL ' \�F�O� �� I i======----------� 2x6 @ 12" OC TYP _ � � � � OPEN �I �� '� x / \ �I 5� 0 ' � i� DBL 2x6- - _ � I� � � — I o0 x � v � � OPEN I � � � i ' cal I 2x6 LEDGE BOARD J I / �� PARTIAL PLAN -LOFT -FLOOR FRAMING PLAN 121 �; PLAN NORTH 2 N_ A301 0 N � 0 DORMER WALL ABOVE TYP UPPER LEFT CORNER OF DOORWILL BE NOTCHED AND ANGLED TO ALLOW FOR CEILING CONDITION. 15' - 10" ADDITIONAL LOW CLEARANCE STORAGE n � a DAYLIGHT STORAGE LOFT J U a, LOFT EL 4 � a 5'-0"AF 1 w — 3 -- ---------- �--- --- i i i i i i 5� i � LAU N X301 i � i I 3 PARTIAL PLAN -LOFT - 1ST FLOOR (FF) DATUM 0'-0" EXTENT OF TO BE CUT REMOVED 1 A301 3 A301 NEW 45MIN ATTIC ACCESS DOOR, APPROX 2'-6"x4'-0", VIF CL OF RIDGE 2 A301 NEW LOFT ACCESS DOOR, APPROX 2'-6"x5'-0", VIF LEDGE EL, I 5'-6�"AFIF�� UDROOM 7-1/ " RISERS x 10-1/2" TREAD HA DRAIL AT LAUNDRY WALL SIDE ONLY 3 A301 (E) INSULATED 2x4 GARAGE WALL PLAN NORTH SHEET NOTES �-� �� 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. SA LA C O'B R I E N 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING 10202 Fifth Avenue NE, Suite 300 CONDITIONS PRIOR TO COMMENCEMENT OF WORK. Seattle, WA 98125 3. PROVIDE ADHESIVE WALK -OFF MATS AT ALL ENTRIES TO p. 206.547.1940 � f. 206.547.8212 AREAS OF WORK. REPLACE MATS DAILY. www.salasobrien.com 4. PATCH, REPAIR, FILL HOLES AS REQUIRED TO SUPPORT REPAIR AT EXISTING FINISHES. REPLACE DAMAGE FLOOR AND CEILING WITH NEW TO MATCH EXISTING. CONSULTANT LEGEND EXISTING ASSEMBLY NEW BUILT ASSEMBLY NEW WALL ASSEMBLY, SEE WALL TYPE '�� ALIGN ASSEMBLIES SDI PROFESSIONAL SEAL SMOKE DETECTOR ❑x WALL TYPES 6451 REGISTERED ARCHIT C �� 1 2x4 STUDS 16" OC WI 3-1/2" FOAM �� @ ARNOLD M. K AAKMO INSULATION, (1) LAYER 1/2" TYPE "X" GWB AT STATE OF WASHINGTON EA SIDE, &CLADDING PER ELEVATIONS OVER FURRING STRIPS PER MFR REQUIREMENTS. (REFER TO A002 TO ENERGY CODE REQUIREMENTS) � 2 2x4 STUDS @ 16" OC W13-1/2" FOAM COPYRIGHT NOTICE INSULATION & (1) LAYER 112" TYPE "X" GWB THIS DRAWING WAS PREPARED FOR USE ON A EA SIDE. (REFER TO A002 TO ENERGY CODE SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS REQUIREMENTS) ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF ® 3 2x4 STUDS @ 16" OC W/ (1) LAYER 1/2" GWB PROPERLY LICENSED ARCHITECTS AND ENGINEERS. EA SIDE. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW REVISIONS N0. DATE DESCRIPTION 1 03/30/2022 CITY CORRECTIONS 1 Z W N 0 0 Q z W OCw WJ W `� � 0 O = � ti � � � N LL O ti I' I �!`� I PROJECT MANAGER: II � I I ��° � 3 AK ti� �� CHECKED BY: R E S U B _ _ _ _ _ _ _ _ ___ p`K Apr 01 2022 - — — — — — — — --- D I HC BY. DEVEI OPMF NDTSOERDVCES l.� DEPARTMENT DOCUMENT DATE: 02/24/2022 SHEET NAME: PARTIAL PLANS PARTIAL PLAN -LOFT -DORMER FRAMING PLAN � PARTIAL PLAN -LOFT -MODIFIED ROOF FRAMING PLAN SHEET NO. PLAN NORTH PLAN NORTH A103 SHEET NOTES �-� 1. REFER TO PROJECT NOTES FOR CONSTRUCTION �� REQUIREMENTS. SA LA C O'B R I E N 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING 10202 Fifth Avenue NE, Suite 300 CONDITIONS PRIOR TO COMMENCEMENT OF WORK. Seattle, WA 98125 3. ARCHITECTURAL ELEVATIONS ARE BASED ON A MAIN p. 206.547.1940 � f. 206.547.8212 FLOOR LEVEL OF 0'-0". www.salasobrien.com 4. HATCHES ON ELEVATIONS ARE SYMBOLIC OF SURFACE OR MATERIAL DIFFERENCES AND ARE NOT TO BETAKEN AS AN ACCURATE REPRESENTATION OF SURFACE TEXTURES. CONSULTANT LEGEND D C B A� 5 4 3 2 � � I (INTENTIONALLY LEFT BLANK) i O9 � PROFESSIONAL SEAL 1 _ _ MAIN T/PLATE 10 _ MAIN T/PLATE 0 KEY NOTES 645� REGISTERED $' - O" $' - O" � ARCHITECT 3 2 ` 2 / ?� 1 EXISTING ROOF ASSEMBLY, TYP UON. ARNOLD M. KR KMO i STATE OF WASHINGTON MAIN FINISHED FLOOR � 4 MAIN FINISHED FLOOR 2 EXISTING WALL, TYP uoN. — 0'-0" V 0'-0" 3 3 EXISTING WINDOW, TYP UON 5 4 EXISTING GARAGE DOOR. COPYRIGHT NOTICE THIS DRAWING WAS PREPARED FOR USE ON A 5 EXISTING DOOR AT MAIN ENTRY SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON 6 EXISTING DOOR TO GARAGE• ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON � EXISTING SLIDING DOOR AT NEW LOCATION. ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW 8 EXISTING DOOR TO MUDROOM. REVISIONS 9 NEW DORMER ROOF ASSEMBLY. No. DATE DESCRIPTION 10 NEW EXTERIOR WALL ASSEMBLY W/VERTICAL SIDING n ELEVATION -EAST n ELEVATION -NORTH A 1/8 - 1 0 11 6 INCH DECORATIVE BELLY BAND. 12 NEW WINDOW, SEE PLAN. 13 NEW WINDOW ASSEMBLY MEETS EMERGENCY EGRESS REQUIREMENTS. A B C D 1 2 3 4 5 W V Z 0 0 � 12 9 10 9 13 1 � I 1 � Z � O O W MAIN T/ PLATE ��, 10 _ MAIN T/PLATE � � � 8'-0" �� 8'-0" �� 11 J (n a � , 2 W �„ 0 MAIN FINISHED FLOOR ��, MAIN FINISHED FLOOR � � lO ti O� 12 7 12 � � ti O O PROJECT MANAGER: AK CHECKED BY: R E S U B '°`K Apr 01 2022 DRAWN BY: CITY OF EDMONDS I..IC DEVELOPMENT SERVICES l.� DEPARTMENT DOCUMENT DATE: 02/24/2022 SHEET NAME: BUILDING n ELEVATION -WEST n ELEVATION -SOUTH ELEVATI N SHEET NO. A201 � � � 4��4 � �� r o EXISTING ROOF ASSEMBLY --LAUNDRY- GRADE BUILDING SECTION AT LOFT - N/S EXISTING ROOF ASSEMBLY NEW 2x6 FRAMING FROM RAFTERS DOWN TO SUPPORT,MUDROOM CEILING REMOVED FOR STAIR CLEARANCE i EXISTING CEILING JOISTS TO BE MODIFIED � AS REQUIRED FOR MODIFIED CEILING SIC �l� -DAYLIGHT STORAGE LOFT oo❑°° 0000 o i O CRAWL SPACE MUDROOI EXISTING WINDOW HARDWOOD STAIR TREAD � AND NOSING ' NEW STAIR ASSEMBLY PER PLAN � MAIN FINISHED FLOOR �- - - -- 3'-0" CLR - CRAWLSPACE- BUILDING SECTION AT GARAGE STAIRS - N/S NEW ROOFING MATERIAL OVER 60#FELT, OVER (2) LAYERs OF 1/4" CDX PLYWOOD, OVER MANUFACTUERED BOW ROOF TRUSSES @16" O.C., W/ 5-1/2" FOAM INSULATION AND (2) LAYERS OF 1/4" GWB. NEW WALL, WALL TYPE PER PLAN ADDITIONAL LOW - CLEARANCE STORAGE FINISHED FLOOR OVERT&G PLYWOOD, SCREWED &GLUED TO FRAMING. PROVIDE 1l2" TYPE "X" GWB AT CEILING OF GARAGE AND 5-112" FOAM INSULATION AT CONDITIONED SPACE ONLY (REFER TO A002 TO ENERGY CODE -GARAGE -REQUIREMENTS) - - - - ADDITIONAL LOW - CLEARANCE STORAGE GARAGE - MAIN T/PLATE 8'-0" � T/ LOFT FLR � 5 0 �� EXISTING GARAGE DOOR MAIN FINISHED FLOOR � 0'-0" 1 GRADE T/ GARAGE FLOOR � — -3, - 0„ 1 4 NEW 5/8" TYPE "X" BOTTOM OF RAFTE (4 NEW 2x6 FRAMING 1 4 EXISTING CEILING JOISTS — MAIN T/ PLAT $'-Q�� 4 HANDRAIL ENDS RETURN TO THE W T/ LOFT FLR � 5' 0" � - NEW DOUBLE BEAM PER FRAMING PLAN - NEW COLUMN PER FOUNDATION PLAN 4 HARDWOOD STAIR MAIN FINISHED FLOOR � — — TREAD AND NOSIN o'-o° 1 4 T/ GARAGE FLOOR � 3'-0" �! EXISTING ROOF ASSE NEW WALL, WALL TYI EXISTING INSULATED EXISTING DOOR TO N 4X BEAM PER PLAN NEW COLUMN PER FOUNDATION PLAN n BUILDING SECTION AT LOFT - E/IIV STAIR SECTION LOOKING WEST nir�ni nnnnnrn n�OF ASSEMBLY TYPE PER PLAN R PLAN MAIN T/ PLATS $'-0" �� SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ARCHITECTURAL ELEVATIONS ARE BASED ON A MAIN FLOOR LEVEL OF 0'-0". 4. HATCHES ON ELEVATIONS ARE SYMBOLIC OF SURFACE OR MATERIAL DIFFERENCES AND ARE NOT TO BETAKEN AS AN ACCURATE REPRESENTATION OF SURFACE TEXTURES. LEGEND (INTENTIONALLY LEFT BLANK) �-� �� SALAcO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, WA 98125 p.206.547.1940 � f.206.547.8212 www.salasobrien.com CONSULTANT T/ LOFT FLR I ' PROFESSIONAL SEAL 5'-0" � SIN FINISHED FLOOR � 0' _ 0�� NEW GUARD RAIL 1-1/2"VERTICAL - WOOD RAILS OPENING BETWEEN VERTICALS SHALL NOT EXCEED 3-7/8". T/ LOFT FL� 5'-0" ATTACH EACH STRINGER TO FLOOR JOISTS W/ SIMPSON STRONG -TIE LSC ADJUSTABLE STRINGER CONNECTOR - ao M NEW (3) 2x12 STRINGERS TYP � M NEW STAIR UNDERSIDE ENCLOSURE ASSEMBLY NEW 1/2" TYPE "X" GWB - xx EXISTINGWALL ASSEMBLY ch a MAIN FINISHED FLOOR — _ 0'-0" T/ GARAGE FLOOR � -3' - 0" 10" MII ATTACH EACH STRINGER TO FLOOR JOISTS WI SIMPSON STRONG -TIE LSC ADJUSTABLE STRINGER CONNECTOR STAIR SECTION LOOKING SOUTH NEW (3) 2x12 STRINGERS TYP NEW 1l2" TYPE "X" GWB ATTACH EACH STRINGER TO FLOOR WITH SIMPSON STROG-TIE A21 WITH (4) #6 X 1 1l2" WOOD SCREWS LL O w O z O w Q w J U z HARDWOOD STAIR TREAD AND NOSING NEW WINDER STAIR FRAMING ASSEMBLY NEW WALL ASSEMBLY MAIN FINISHED FLOOR � 0'-0" 6451 REGISTERED i ARCHITEGiT ARNOLD M. KRAAKMi STATE OF WASHINGTON COPYRIGHT NOTICE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW REVISIONS NO. DATE DESCRIPTION 1 03/30/2022 CITY CORRECTIONS 1 Z W N 0 ao o� z W W WJ w `� � 0 O = H ti � N LL o ti PROJECT MANAGER AK CHECKED BY: R E S U B '°`K Apr 01 2022 DRAWN BY: CITY OF EDMONDS HC DEVELOPMENT SERVICES l� DEPARTMENT DOCUMENT DATE: 02/24/2022 SHEET NAME: BUILDING SECTIONS SHEET NO. A301