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DRAWING SYMBOL KEY <br />DRAWING INDEX <br />CONCRETE CONTINUOUS STRUCTURAL <br />FRAMING MEMBER <br />GRAVEL FILL \ BLOCKING (NOT CONTINUOUS) <br />IIIII� UNDISTURBED SOIL WOOD FINISH MATERIAL <br />SAND FILL PLYWOOD <br />® RIGID INSULATION HIDDEN OR BURIED MATERIAL IN <br />ANOTHER MATERIAL <br />BATT INSULATION <br />MASONRY -BRICK OR <br />CONCRETE BLOCK <br />ABBREVIATIONS <br />GRID BUBBLE <br />OGRID <br />NO. <br />DETAIL TAG <br />2 <br />DETAIL NO. <br />A3.3 <br />SHEET NO. <br />SECTION TAG <br />SECTION LETTER <br />A3.2 <br />SHEET NO. <br />DOORTAG <br />100 <br />DOOR NO. <br />WINDOW TAG <br />OWINDOW <br />NO. <br />WALLTAG <br />CO <br />WALL TYPE <br />SD <br />� SMOKE DETECTOR <br />®SCD COMBINATION SMOKE <br />& CO DETECTOR <br />GENERAL NOTES <br />CEILING HEIGHT TAG <br />8'-0' CEILING HEIGHT DIMENSION <br />INTERIOR ELEVATION TAG <br />1 <br />4 2 2 ELEVATION NO. <br />SHEET NO. <br />3 <br />FINISH TAG <br />CPT-1 FINISH TYPE & NO. <br />KEYNOTETAG <br />OS KEYNOTE NO. <br />SAFETY GLAZING <br />SG SAFETY GLAZING <br />FAN <br />0 90 CFM EXHAUST FAN W/ CFM <br />DATUM TAG <br />DATUM LEVEL <br />AFF <br />ABOVE FINISH FLOOR <br />MECH. <br />MECHANICAL <br />1. <br />THESE CONSIST OF THE DRAWINGS, AND OTHER DOCUMENTS LISTED IN THE CONTRACT BETWEEN <br />8, <br />AND <br />MFR. <br />MANUFACTURER <br />OWNER AND ARCHITECT. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS <br />@ <br />AT <br />MIN. <br />MINIMUM <br />NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. <br />APPROX. <br />APPROXIMATE(LY) <br />M.O. <br />MASONRY OPENING <br />N.I.C. <br />NOT IN CONTRACT <br />2. <br />THESE DRAWINGS, THE DESIGN CONTAINED WITHIN AND AS CONSTRUCTED ARE COPYRIGHT 2021 <br />D. <br />BID <br />BOARD <br />BOARD <br />N.T.S. <br />NOT TO SCALE <br />BY PELLETIER+ SCHAAR, L AUTHORIZED USE OF THESE DRAWINGS ARE GRANTED SOLEY FOR <br />BLDG. <br />BUILDING <br /># <br />NUMBER <br />THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION. <br />c <br />CENTER LINE <br />O.C. <br />ON CENTER <br />3. <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SUBCONTRACTORS AND MATERIAL <br />CLG. <br />CEILING <br />OPG. <br />OPENING <br />SUPPLIERS TO CAREFULLY EXAMINE EACH PAGE OF THE DRAWINGS. THE CONTRACTOR SHALL <br />C.I. <br />CONTINUOUS INSULATION <br />O/ <br />OVER <br />PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWING ARE OBSERVED TO BE AT VARIANCE. <br />C.J. <br />CONTROL JOINT <br />CMU. <br />CONCRETE MASONRY UNIT <br />I <br />PARALLEL <br />4. <br />THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH LOCAL CONDITIONS AND <br />CONC. <br />CONCRETE <br />PERPENDICULAR <br />FIELD VERIFY EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY <br />CONT. <br />CONTINUOUS <br />LB. or # <br />POUNDS <br />THE ARCHITECT OF DISCREPANCIES OR CONDITIONS THAT HINDER THE COMPLETION OF WORK <br />C.T. <br />CERAMIC TILE <br />P.S.F. <br />POUNDS PER SQUARE FOOT <br />PER THE CONTRACT DOCUMENTS - PRIOR TO WORK BEING DONE. <br />P.S.I. <br />POUNDS PER SQUARE INCH <br />D. <br />DRYER <br />P.T. <br />PRESSURE TREATED <br />5. <br />ALL DIMENSIONS ARE f, WHETHER NOTED OR NOT, AND SHALL BE FIELD VERIFIED AT EXISTING <br />DW <br />DISH WASHER <br />CONDITIONS. <br />DIA. <br />DIAMETER <br />REBAR <br />REINFORCING STEEL <br />° <br />DEGREES <br />REQ'D <br />REQUIRED <br />6. <br />THE CONTRACTOR SHALL PROCURE AND PAY FOR NECESSARY PERMITS. <br />D.S. <br />DOWNSPOUT <br />RE% <br />REQUIREMENT <br />DWG. <br />DRAWING <br />R. <br />RISERS <br />5. <br />WORK SHALL INCLUDE PROVIDING ALL FORMS OF PROTECTION AS NECESSARY TO PRESERVE THE <br />RE. <br />REFER or REGARDING <br />WORK OF OTHER TRADES, FREE FROM DAMAGED, ALL TRADES SHALL PROTECT THEIR OWN WORK <br />EA. <br />EACH <br />REF. <br />REFRIGERATOR <br />TO PREVENT DAMAGE BY OTHER DURING COURSE OF CONSTRUCTION. FINISH SURFACES SHALL <br />E.J. <br />EXPANSION JOINT <br />R.D. <br />ROOF DRAIN <br />BE PROPERLY PROTECTED AT TIME OF INSTALLATION. <br />ELEC. <br />ELECTRICAL <br />R.O. <br />ROUGH OPENING <br />EL. <br />ELEVATION <br />R.S. <br />ROD AND SHELF <br />7. <br />FINAL ORIENTATION FOR THE BUILDING ON THE SITE AND ESTABLISHMENT OF FLOOR LEVEL <br />EQ. <br />EQUAL <br />BENCH MARK SHALL BE REVIEWED BY THE ARCHITECT. <br />EQUIP. <br />EQUIPMENT <br />S.D. <br />SMOKE DETECTOR <br />EX. <br />EXISTING <br />S.C. <br />SOLID CORE <br />8. <br />BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK WHICH MAY BE AFFECTED BY <br />EXT. <br />EXTERIOR <br />S.F. <br />SQUARE FOOT/FEET <br />ADJACENT WORK OF OTHERS, CONTRACTOR SHALL VERIFY MEASUREMENTS AT BUILDING AND BE <br />Sim. <br />SIMILAR <br />RESPONSIBLE FOR CORRECTNESS OF THESE MEASUREMENTS. <br />F.D. <br />FLOOR DRAIN <br />SPEC. <br />SPECIFICATIONS <br />F.O.S. <br />FACE OF STUD <br />S.S. <br />STAINLESS STEEL <br />9. <br />DRAWING SHALL NOT BE SCALED. NOTED DIMENSION TAKE PRECEDENCE OVER SCALED <br />F.R. <br />FIRE -RETARDANT <br />STD. <br />STANDARD <br />DIMENSIONS. WINDOW, CABINETS, AND ALL SHOP BUILT ITEMS SHALL BE FIELD MEASURED PRIOR <br />FT. or' <br />FOOT/FEET <br />STR. <br />STRUCTURAL <br />TO FABRICATION AND INSTALLATION. FINAL LOCATIONS OF SWITCHES, FIXTURES, GRILLES, <br />F.F.L. <br />FINISH FLOOR LEVEL <br />COVERS, ETC. SHALL BE DETERMINED ON THE JOB. VERIFY EXACT LOCATIONS WITH ARCHITECT <br />T. <br />TREAD <br />BEFORE ROUGH -IN. <br />GA. <br />GAUGE OR GAGE <br />T.O.B. <br />TOP OF BEAM <br />G.C. <br />GENERAL CONTRACTOR <br />T.O.C. <br />TOP OF CONCRETE <br />10. <br />ROUGH FRAMING HORIZONTAL DIMENSION ARE SHOWN FROM FACE OF STUD TO FACE OF STUD. <br />GALV. <br />GALVANIZED <br />T.O.W. <br />TOP OF WALL <br />ROUGH FRAMING VERTICAL DIMENSION ARE SHOWN FROM TOP OF CONCRETE SLAB TO TOP OF <br />GLULAM. <br />GLUE LAMINATED LUMBER <br />T&G <br />TONGUE AND GROOVE <br />FLOOR SHEATHING TO TOP OF WALL PLATE. <br />GYP. BD. <br />GYPSUM BOARD <br />TYP. <br />TYPICAL <br />11. <br />WORKMANSHIP SHALL CONFORM TO BEST STANDARDS AND HIGHEST QUALITY OF TRADES AND <br />H or HT. <br />HEIGHT <br />U.L. <br />UNDERWRITER'S LABRATORY <br />SHALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION, AND INSTALLATION. WORK SHALL BE <br />H.C. <br />HOLLOW CORE <br />U.O.N. <br />UNLESS OTHERWISE NOTED <br />EXECUTED BY SKILLED MECHANICS. WHEN COMPLETE, ALL PARTS SHALL BE DURABLY AND <br />H.M. <br />HOLLOW METAL <br />SUBSTANTIALLY BUILT AND SHALL PRESENT A NEAT WORKMAN - LIKE APPEARANCE. <br />HORIZ. <br />HORIZONTAL <br />V.I.F. <br />VERIFY IN FIELD <br />12. <br />INSTALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURE'S CURRENT <br />IN. or <br />INCH(ES) <br />W. <br />WIDTH <br />PUBLISHED INSTRUCTIONS AND RECOMMENDATIONS. <br />INT. <br />INTERIOR <br />W/ <br />WITH <br />W/IN <br />WITHIN <br />JT. <br />JOINT <br />W.C. <br />WATER WASHER <br />DEMOLITION GENERAL NOTES <br />DEMOLITION <br />LAV. <br />LAVATORY <br />W.W.M. <br />WELDED WIRE MESH <br />LVL. <br />LAMINATED -VENEER LUMBER <br />WD. <br />WOOD <br />1. <br />THESE NOTES INDICATE THE GENERAL EXTENT OF DEMOLITION. REMOVE AND DISPOSE OF <br />MATERIALS AND EQUIPMENT WHICH ARE NOT INCORPORATED IN NEW WORK OR (E) TO REMAIN. <br />MAX. <br />MAXIMUM <br />PROTECT ELECTRICAL SERVICE, WATER SERVICE AND OTHER TO THAT WHICH ARE TO REMAIN. <br />2. <br />REFER TO REMAINDER OF ARCHITECTURAL PLAN(S) AND VERIFY NEW SYSTEM LAYOUTS PRIOR TO <br />COMMENCING DEMOLITION. <br />3. <br />REMOVE ALL DEBRIS FROM SITE TO A LICENSED DISPOSAL SITE. <br />4. <br />COORDINATE WITH LOCAL UTILITY COMPANIES AND CITY OF STANWOOD AND STANWOOD SCHOOL <br />DISTRICT FOR SHUT DOWN AND RECONNECT OF SERVICES. <br />5. <br />PROTECT ALL PUBLIC PUBLIC WAYS AND ADJACENT PROPERTIES. <br />6. <br />WORK SEQUENCES AND SCHEDULES TO BE APPROVED BY OWNER BEFORE WORK COMMENCES. <br />7. <br />PROVIDE TEMPORARY BARRIERS AND FENCING TO GUARD AND PROTECT WORK AREA. <br />8. <br />HAZARDOUS MATERIALS MAY BE EVIDENT AT THE SITE IF CONTRACTOR ENCOUNTERS <br />ASBESTOS -CONTAINING OR OTHER HAZARDOUS MATERIALS NOT PREVIOUSLY INDICATED THEY <br />ARE TO STOP WORK AND NOTIFY OWNER. <br />SCOPE OF WORK <br />ADDITIONS AND ALTERATIONS TO EXISTING RESIDENCE <br />PROJECT INFORMATION <br />ADDRESS: <br />215110TH Pt SE <br />PARCEL NO.: <br />00498500000200 <br />ZONING: <br />R-1 <br />LEGAL DESCRIPTION: <br />LINDSTRAND ADD BLK 000 D-00 - LOT 2 <br />LOT AREA: <br />0.32 ACRES, 13,978 S.F. <br />BUILDING AREA: <br />1,732 S.F. FIRST FLOOR FINISHED - EXISTING <br />836 S.F. FIRST FLOOR FINISHED - PROPOSED ADDITION <br />2,568 S.F. TOTAL FINISHED <br />574 S.F. GARAGE <br />APPLICABLE BUILDING CODES <br />2018 INTERNATIONAL BUILDING CODE <br />2018 WASHINGTON STATE BUILDING CODE <br />2018 WASHINGTON STATE ENERGY CODE <br />2018 INTERNATIONAL FIRE CODE <br />2018 INTERNATIONAL MECHANICAL CODE <br />2018 INTERNATIONAL PLUMBING CODE <br />2017 ANSI ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES <br />CITY OF EVERETT AMENDMENTS AND ORDINANCES <br />GENERAL <br />A0.1 <br />GENERAL NOTES, LEGENDS & ABBREVIATIONS <br />ARCHITECTURAL <br />A1.1 <br />FLOOR PLAN <br />A2.1 <br />ROOF PLAN <br />A3.1 <br />ELEVATIONS <br />A3.2 <br />ELEVATIONS <br />A4.1 <br />BUILDING SECTIONS <br />A5.1 <br />BUILDING DETAILS <br />A6.1 <br />DOOR AND WINDOW SCHEDULE <br />STRUCTURAL <br />S1.1 <br />FOUNDATION PLAN <br />S2.1 <br />FLOOR FRAMING PLAN <br />$3.1 <br />ROOF FRAMING PLAN <br />PROJECT TEAM <br />OWNER: <br />MANUEL & SUSAN ECO <br />ADDRESS: <br />5214151 ST ST SW, EDMONDS, W8AW.611-30-2022 <br />PHONE: <br />XXX-XXX-XXXX <br />CONTACT PERSON: <br />DAVID PELLETIER, ARCHITECT <br />ARCHITECT: <br />PELLETIER +SCHAAR, LLC <br />ADDRESS: <br />26911 98TH DR. NW, STE. B, STANWOOD, WA 98292 <br />PHONE: <br />360429-5315 <br />CONTACT PERSON: <br />DAVID PELLETIER, ARCHITECT <br />STRUCTURAL ENGINEER: <br />BRADLEY ENGINEERING, INC <br />ADDRESS: <br />2811 YES STREET, BELLINGHAM, WA 98229 <br />PHONE: <br />360-752-5795 <br />CONTACT PERSON: <br />DAVID BRADLEY, P.E., MBA <br />BUILDING ENVELOPE COMPLIANCE: <br />U) <br />Z <br />BUILDING ENVELOPE COMPLIANCE TO BE PRESCRIPTIVE IN ACCORDANCE WITH WSEC <br />O <br />R401.2 AND ALL ASSEMBLIES TO MEET R VALUES SET IN TABLE R402.1.1. <br />PROJECT INSULATION R & U VALUES <br />WINDOWS & DOORS: U 0.30 <br />SKYLIGHTS: U 0.50 <br />W <br />ROOF AND CEILING @ TRUSSES: R-49 <br />ROOF AND CEILING @ RAFTERS: R-38 <br />WALLS @ ABOVE GRADE: R-21 <br />J <br />WALLS @ BELOW GRADE: R-10 C.I. @ EXT., <br />R-15 C.I. @ INT., or <br />R-21 @ INT. WALL W/ THERMAL BREAK <br />Q <br />FLOORS @ CRAWL SPACE: R-30 <br />FLOORS @ SLAB R-10 W/IN 2' FROM PERIMETER <br />Z <br />Q <br />PROJECT ENERGY CREDITS PROVIDED <br />cf) <br />MEDIUM DWELLING REQUIRE 1.5 CREDITS. <br />PROVIDED <br />3b. HIGH EFFICIENCY HVAC EQUIPMENT, 1.0 CREDIT <br />5a. EFFICIENCY WATER HEATING. 0.5 CREDIT <br />GENERAL NOTES, LEGENDS & ABBREVIATIONS <br />