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APPROVED REV1 BLD2022-0207+Architectural_Plan+5.13.2022_1.38.36_PM+2869506ABBREVIATIONS & AND F.A. FIRE ALARM L ANGLE F.D. FLOOR DRAIN @ AT FDN, FOUNDATION CENTERLINE F.E. FIRE EXTINGUISHER F.F. FINISH FLOOR DIAMETER OR ROUND FIN. FINISH L PERPENDICULAR FJ FLOOR JOIST # POUND OR NUMBER FLASH. FLASHING (E) EXISTING FLR. FLOORS FLUOR. FLOURESCENT F.O.C. FACE OF CONCRETE E.O.F. FACE OF FINISH F.O.S. FACE OF STUD A.B. ANCHOR BOLT FPRF. FIREPROOF ACOUS. ACOUSTICAL FT. FOOT OR FEET A.D. AREA DRAIN FTG. FOOTING ADDL. ADDITIONAL FURR. FURRING ADJ. ADJACENT FUT. FUTURE ADJUST. ADJUSTABLE AGGR. AGGREGATE ALLOW. ALLOWABLE GA. GAUGE ALT. ALTERNATE GALV, GALVANIZED ALUM. ALUMINUM G.B. GRAB BAR APPROX. APPROXIMATE ARCH. ARCHITECTURAL GL. GLASS ASB. ASBESTOS G.LA. GLUE LAMINATED ASPH. ASPHALT CND. GROUND ASSY. ASSEMBLY GR. GRADE GYP. GYPSUM H.B. HOSE BIB BD. BOARD H.C. HOLLOW CORE BDRY. BOUNDARY HD HOLD DOWN BITUM, BITUMINOUS HDR. HEADER BL BOTTOM LAYER HDWD, HARDWOOD BLDG. BUILDING HDWE. HARDWARE BILK BLOCK HK. HOOK BLKG. BLOCKING H.M. HOLLOW METAL BM, BEAM HORIZ. HORIZONTAL BN BOUNDARY NAILING HR, HOUR BOT. BOTTOM B.S. BOTH SIDES HGT. HEIGHT BTWN. BETWEEN D. INSIDE DIAMETER NSUL. INSULATION INT. INTERIOR CAB. CABINET C.B. CATCH BASIN JST. JOIST CEM. CEMENT JT. JOINT CER. CERAMIC C.I. CAST IRON CJ CEILING JOIST KIT. KITCHEN C.L. CENTER LINE CLG. CEILING CLKG. CAULKING CLR. CLEAR LAB. LABORATORY CNTR. COUNTER LAM. LAMINATE COL. COLUMN LAV. LAVATORY CONC. CONCRETE LC. LONG CONN. CONNECTION LGTH. LENGTH CONSTR. CONSTRUCTION LT. LIGHT CORK. CORRIDOR LTWT. LIGHT WEIGHT CONT. CONTINUOUS CSK. COUNTERSINK CTR. CENTER MAX. MAXIMUM MB MACHINE BOLT DBL. DOUBLE M.C. MEDICINE CABINET DEPT. DEPARTMENT MECH. MECHANICAL DET. DETAIL MEMB. MEMBRANE D.E. DOUGLAS FIR DIA. DIAMETER MET. METAL DIM. DIMENSION MEZZ. MEZZANINE DISP. DISPENSER MFR. MANUFACTURER DN. DOWN MIT. MANHOLE D.O. DOOR OPENING MIN. MINIMUM DR. DOOR MIR. MIRROR DWG. DRAWING MISC. MISCELLANEOUS DWLS. DOWELS MK. MARK DWR. DRAWER DS. DOWNSPOUT MTD. MOUNTED MUL. MULLION E. EAST EA. EACH EA. W. EACH WAY N. NORTH E.J. EXPANSION JOINT N.I.C. NOT IN CONTRACT EL. ELEVATION NO. or # NUMBER ELEC. ELECTRICAL NOM NOMINAL ELEV. ELEVATOR N.T.S. NOT TO SCALE EMBMT. EMBEDMENT EVER. EMERGENCY ENCL. ENCLOSURE E.P. ELECTRICAL PANEL EQ. EQUAL O.A. OVERALL EQPT. EQUIPMENT OBS. OBSURE E.S. EACH SIDE O.C. ON CENTER EXST. EXISTING O.D. OUTSIDE DIAMETER EXPO. EXPOSED OFF. OFFICE EXP. EXPANSION OPNG. OPENING EXT. EXTERIOR OPP. OPPOSITE PRCST. PRE -CAST PL. PLATE P.L. PROPERTY LINE PLN. PLAN P.LAM. PLASTIC LAMINATE PLAS. PLASTER PLYWD. PLYWOOD PR. PAIR PT. POINT P.T. PRESSURE TREATED P.T.D.F. PRESSURE TREATED DOUGLAS FIR R. RISER RAID. RADIUS R.D. ROOF DRAIN REF. REFERENCE REFR. REFRIGERATOR REINF. REINFORCED REQ. REQUIRED RE&L. RESILIENT RGTR, REGISTER RJ ROOF JOIST RM, ROOM R.O. ROUGH OPENING RR ROOF RAFTER RWD. REDWOOD SCHED. SCHEDULE SECT. SECTION SHTG. SHEATHING SH. SHELF SHR. SHOWER SHT. SHEET SIM. SIMILAR SPCG. SPACING SPEC. SPECIFICATION SQ, SQUARE S.S. STAINLESS STEEL S.SK. SERVICE SINK STA. STATION STAG. STAGGERED STD, STANDARD STL. STEEL STOR. STORAGE STR. STRAIGHT STRUCT. STRUCTURAL SUSP, SUSPENDED SYM. SYMMETRICAL TRD. TREAD T.B. TOWEL BAR T&B TOP AND BOTTOM T.C. TOP OF CURB TEL. TELEPHONE TEMP. TEMPORARY TER. TERRAZZO T.&G. TONGUE & TH. THICK GROOVE THRD. THREADED T.O.P. TOP OF PLATE T.O.R. TOP OF RIDGE T.P. TOP OF PAVEMENT T.V. TELEVISION T. W. TOP OF WALL TYP. TYPICAL UNF. UNFINISHED U.N.O. UNLESS NOTED OTHERWISE UR. URINAL VERT. VERTICAL VEST. VESTIBULE V.G.D.F. VERTICAL GRAIN DOUGLAS FIR V.I.F. VERIFY IN FIELD W. WEST W/ WI TH W.C. WATER CLOSET WD. WOOD W/o WITHOUT WP. WATERPROOF WSCT. WAINSCOTT WT. WEIGHT WWM WELDED WIRE MESH 23419 84TH AVE W, EDMONDS, WA 98026 VICINITY MAP 236TH ST SW 238TH ST SW w Q 00 23419 84TH AVE 10 EDMONDS, WA 98026-8609 N N.T.S. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE PROJECT SUMMARY APPROVED PLANS MUST BE ON JOB SITE REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION W. x 9a� BUILDING OFFICIAL Jun 06 2022 APPROVED DATE SHEET INDEX = The following documentation shall be available on . ' site for the building inspector: ❑ COE APPROVED ARCHITECTURAL PLAN SET ' ® COE APPROVED STRUCTURAL PLAN SET ; ! [:]COE REVIEWED CALCULATION PACKET = ❑ ENERGY CREDIT WORKSHEET ! ❑ SITE PLAN ; ! ❑ CIVIL PLAN ORIGINAL SET OF APPROVED PLANS ! ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ; SHEET CONTENT PROJECT ADDRESS: 23419 84TH AVE W , EDMONDS, WA 98026-8609 A0.0 COVER SHEET PARCEL NUMBER: 00576700002511 AO.1 SITE PLAN AO.2 ENERGY CODE & COMPLIANCE FORMS LEGAL DESCRIPTION: Section 31 Township27 Range 4 Quarter NE SKELTONS LK MC 9 ALEER 5 ACRE TRS BLK 000 D-11 LOT 1 CITY OF ED SP A1.0 ROOF PLAN PLN20080041 REC AFN 201312105002 BEING A PTN OF LOT 25 SD PLAT A1.1 FLOOR PLAN A2.0 EXTERIOR ELEVATIONS PROPERTY OWNER: RAGAVAN MANOGARAN & DANIEL BAILEY A3.0 BUILDING SECTIONS ZONING: RS-8 A3.1 BUILDING SECTIONS & DETAILS S1.0 GENERAL STRUCTURAL NOTES PARCEL AREA: .21 ACRES / 8,972 SF — S2.0 FRAMING & FOUNDATION PLANS PROJECT DESCRIPTION: 286 SF FIRST FLOOR ADDITION + 432 SF PATIO W/ ROOF TO (E) 2,998 SF SINGLE FAMILY RESIDENCE W/ 638 SF ATTACHED S3.0 STRUCTURAL DETAILS GARAGE S3.1 STRUCTURAL DETAILS PROJECT DATA: LOWER FLOOR HABITABLE (PROPOSED) 1539 SF UPPER FLOOR HABITABLE (EXISTING) 1745 SF TOTAL: 3284 SF GARAGE (EXISTING) 638 SF PATIO (<30" ABOVE GRADE) (PROPOSED) 432 SF *SEE SHEET A0.1 FOR STRUCTURAL LOT COVERAGE CALCS. CONSTRUCTION TYPE: V FIRE PROTECTION SYSTEM: PROVIDE FIRE SPRINKLER SYSTEM AT NEW FIRST FLOOR HABITABLE ADDITION IN ACCORDANCE WITH NFPA 13D. SEPARATE PERMITS: DEFERRED SUBMITTALS REQUIRED FOR MECHANICAL, ELECTRICAL, PLUMBING & FIRE PERMITS CONSULTANTS OWNER ARCHITECT STRUCTURAL ENGINEER RAGAVAN MANOGARAN & BLAKE BETHARDS CAITLIN ROSE ENGINEERING LLC DANIEL BAILEY BETHARDS ARCHITECTURE + DESIGN CAITLIN R. WILHELM, PE 23419 84TH AVE W , EDMONDS, WA 310-463-1013 425-301-6554 98026-8609 BLAKE@BETHARDSARCHITECTURE.COM CAITLIN@CAITLINROSEENGINEERING.COM 2130 6TH AVE W. SEATTLE, WA. 98119 TO BE DETERMINED BLD2022-0207 REVISION May 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPERTY INFORMATION PARCEL NUMBER 00576700002511 ZONE RS-8 PROPERTY DESCRIPTION Section 31 Township 27 Range 4 Quarter NE SKELTONS LK MC ALEER 5 ACRE TRS BLK 000 D-11 LOT 1 CITY OF ED SP PLN20080041 REC AFN 201312105002 BEING A PTN OF LOT 25 SD PLAT LOT AREA .21 ACRES / 8,972 SF ADDRESS 23419 84TH AVE W , EDMONDS, WA 98026-8609 PROPERTY OWNER NAME RAGAVAN MANOGARAN & DANIEL BAILEY APPLICANT'S NAME BLAKE BETHARDS APPLICANT'S PHONE 310-463-1013 APPLICANT'S EMAIL BLAKE@BETHARDSARCHITECTURE.COM STRUCTURAL LOT COVERAGE LOT AREA = 8,972 SF EXISTING PROPOSED HOUSE (INCL. PORCH & GARAGE) EAVES ARE LESS THAN 30" 2,132 SF 2,418 SF PATIO 120 SF 432 SF TOTAL 2,252 SF (25%) 2,850 SF (31.7%) N 13i- 0)• NOTE: SITE PLAN INFORMATION DEVELOPED FROM CITY OF EDMONDS GIS MAPS AND AN EXISTING SITE PLAN. THE UNDERLYING SITE INFORMATION SHOWN ON THIS SITE PLAN IS NOT FROM AN OFFICIAL SURVEY. PROPERTY -INE .—..—..—..—..—..—..—..—..—..—..—..—..—.......— 0 N LO j a: 31'-0" W z 7'-6" SYSB om LO N UJ U + Z LU LU 0 >= LU 17.21 23419 84TH AVE W. EDMONDS, WA. 98026 Project No. 2021.12 i 11699 FREGISTEREDBL STATE OF WASHINGTON 15'-011 ACCESS & UTILITIES EASEMENT 12'-0" ASPHALT DRIVE (E) SS STUB ---------------------J (E) WATER METER — .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — - - .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — .. — — 84TH AVE WEST REVISION May 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revisions #1 - steel framing at patio _revised to glulam structure + sliding glass doors removed from scope. Notes Project North 00 SITE PLAN SITE PLAN SCALE: 3/16" = 1' BETHARDS ARCHITECTURE + DESIGN @ 2021 CONTRACTOR NOTES GENERAL CONTRACTOR SHALL APPLY FOR AND OBTAIN AT THE CONTRACTOR'S SOLE EXPENSE, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY ALL APPLICABLE BUILDING CODES AND REGULATORY CITY AND STATE AGENCIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CODE REQUIREMENTS. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES AND SHALL PROVIDE ALL SUB —CONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR HIS AGENTS OR SUB —CONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS. CLARIFICATIONS ARE TO BE OBTAINED FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL GUARANTEE THEIR WORK AND THAT OF THEIR SUBCONTRACTORS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. WHEN DIMENSIONS ON DRAWINGS ARE IN CONFLICT, THE ARCHITECT WILL FURNISH INTERPRETATION. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING DRAWINGS. LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OR APPROVED EQUAL" IS USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. CONTRACTORS TO FOLLOW MECHANICAL, ELECTRICAL AND PLUMBING ENGINEERING DRAWINGS FOR LAYOUT, CIRCUITING AND LOCATION OF ALL ITEMS SPECIFIED IN THE DRAWINGS. CONTRACTORS TO FOLLOW ARCHITECT'S DRAWINGS FOR EXACT LOCATION OF MECHANICAL, ELECTRICAL AND PLUMBING ITEMS. UPON COMPLETION, THE SPACE SHALL BE CLEAN AND ALL REFUSE SHALL BE REMOVED FROM THE SITE. CONSTRUCTION NOTES REMOVE ELECTRICAL WIRING, CONDUIT AND OBSOLETE DEVICES THROUGHOUT THE BUILDING. REMOVE EXHAUST DUCTWORK AND UNUSED PLUMBING ELEMENTS AS REQUIRED. PATCH/REPAIR ANY (E) WALLS TO REMAIN IN PREPARATION FOR PLANNED FINISH. ROOF VENTILATION - ADDITION PROPOSED ATTIC AREA 338 SF REQUIRED 1/150TH 2.25 SF / 324 SQ. IN PROVIDE CONTINUOUS SOFFIT VENTS = 334.8 SQ IN* " SOFFIT VENT = 9" NFA / LF. LF OF SOFFIT = 37.2' PROVIDE BUG SCREEN @ BACK —SIDE OF VENT. BASIS OF DESIGN = AIR VENT INC. MODEL # SV202 ROOF VENTILATION - ADDITION PROPOSED ATTIC AREA 338 SF REQUIRED 1/150TH 2.25 SF / 324 SQ. IN PROVIDE CONTINUOUS SOFFIT VENTS = 334.8 SQ IN* SOFFIT VENT = 9" NFA / LF. LF OF SOFFIT = 37.2' PROVIDE BUG SCREEN @ BACK —SIDE OF VENT. BASIS OF DESIGN = AIR VENT INC. MODEL # SV202 REVISION May 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROVIDE CONTINUOUS SOFFIT VENT @ UNDERSIDE OF ROOF OVERHANG. w z 'ING )RK AST UJ ♦ U z LU C N Q LU 0 LU Z J as �m 23419 84TH AVE W. EDMONDS, WA. 98026 Project No. 2021.12 11699 ECT FREGISTERED BLDS STATE OF WASHINGTON Revisions #1 - steel framing at patio revised to glulam structure + sliding glass doors removed from scope. Notes Project North 00 1/4"=1'-O" ROOF PLAN AmlLmO BETHARDS ARCHITECTURE + DESIGN @ 2021 ROOF PLAN SCALE: 1/4" = 1 LU w z LINE OF EXISTING HOUSE: WORK TO THE EAST COMPOSITE DECKING 6"RECESSED CAN LIGHTS SOLAIRA ICR RECESSED CEILING HEATER 32' —10" PLANTER ----- F L------------- \ 36" GRILL REF. r DOOR SCHEDULE SIZE TYPE CORE FUNCTION GLAZING NOTES W X H (R.0.) THK W Y U w 0_ 0 UO OJ J - 0O O oLd O O W 0 J T 0 m Z \\ w W O JO W 0 O U H DO a- 0 Cn � M ~ X O O W Z > O DO O W J o' W Q N C'1 CV z W 0 S m = 0- 0- 0 0 H 0 0- M 0- OA 1 3'-0" X 6'-8" 0 O 0 0 O PROVIDE WEATHER SEALS & 20 MIN RTG B 1 2'-6" X 6'-8" o o o o O MATCH (E) INTERIOR DOORS _ _ PELLA ARCHITECTURAL SERIES — 8 PANELS _ Q " Y W-9 PELLA ARCHITECTURAL SERIES — 3 PANELS _ _ PELLA ARCHITECTURAL SERIES — 3 PANELS 0 WINDOW SCHEDULE SIZE FRAME OPERATION GLAZING NOTES W X H (R.0.) (N = Z W bi U J O H z H =DO 0 Z J O Z W O Z_ CAD W J W J Of W Q W 0 J _J 0 J J O O j Z W X Z � Q 0 o � O Z O w J N O (n � Q L� Q 0 (N W (n 0 H O O H W1 1 5'-2" X 4'-0" 3'-0" 0 0 0 0 0 0 MATCH (E) @ LIVING ROOM W2 1 3'-0" X 2'-6" 4'-6" 0 0 0 0 0 W3 1 3'-0" X 2'-10" 4'-0" 0 0 0 0 0 L EXISTING RESIDENCE EMPIRE BOULEVARD VENTLESS SEE -THROUGH GAS FIREPLACE DOOR AND WINDOW NOTES ALL DIMENSIONS, FUNCTIONS AND PROPER CLEARANCES SHALL BE VERIFIED ON SITE BY GENERAL CONTRACTOR AND DOOR/WINDOW SUPPLIER PRIOR TO ORDERING. OWNER TO VERIFY KEYING AND LOCKSET FUNCTIONS PRIOR TO ORDERING. PROVIDE PRIVACY LOCKS AT ALL BATHROOMS. ALIGN NEW WINDOW HEADERS AND SILLS WITH EXISTING WINDOWS. SITE CONDITIONS TO TAKE PRECEDENCE OVER CALLOUTS. PROVIDE MINIMUM CODE CLEARANCES AND DIMENSIONS FOR ALL EGRESS WINDOWS. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED: — INGRESS AND EGRESS DOORS — PANELS IN SLIDING OR SWINGING DOORS — DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE — IF WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE — IN WALL ENCLOSING STAIRWAY LANDING ALL JAMB MATERIAL TO BE SOLID STOCK. NO FINGER JOINT JAMBS. ALL TEMPERED GLASS TO BE ETCH MARKED. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED .75 INCH IN HEIGHT FOR SLIDING DOORS SERVING DWELLING UNITS OR 0.5 INCH FOR OTHER DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50% SLOPE). PROVIDE EMERGENCY ESCAPE IN EVERY SLEEPING ROOM. EMERGENCY ESCAPE SHALL OPEN DIRECTLY INTO A PUBLIC WAY, ALLEY, YARD OR EXIT COURT AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQ. FT., (5.0 SF ON GROUND LEVEL) MINIMUM NET CLEAR OPENABLE HEIGHT OF 24" AND A MINIMUM NET CLEAR OPENABLE WIDTH OF 20" AND HAVE A SILL HEIGHT OF NOT MORE THAN 44". INSULATE ALL EXTERIOR WINDOW AND DOOR HEADERS WITH MIN. R-10 INSULATION PER WSEC TABLE R402.1.1 CRAWLSPACE VENTILATION PROPOSED CRAWLSPACE AREA (NEW) 286 SF REQUIRED 1/150TH 1.9 SF / 273.6 SQ. IN PROVIDE 1.9 SF / 273.6 SQ. IN *(OPT 1) 8X16 VENT 3 TOTAL (AREA = 288) *(OPT 2) 6X12 VENT 6 TOTAL (AREA = 324) * 8X16 VENT = 128 SQ. IN. X 75% = 96 SQ IN. NET CLEAR AREA * 6X12 VENT = 72 SQ. IN. X 75% = 54 SQ IN. NET CLEAR AREA SOLAIRA ICR RECESSED CEILING HEATER F— LINE OF ROOF ABOVE TT, II II PLANTER V O �m o CoC4 O o - � V W V C LU REAR YARD SETBACK SYMBOLS Q EXHAUST FAN; 50cm INTERMITTENT PER TABLE SRC M1507.4; VENT THROUGH ROOF COMBO 110 V SMOKE AND CARBON MONOXIDE DETECTOR PER R314.2 AND R315.2 WASH. STATE AMENDMENTS w2 WINDOW TAG — SEE SCHEDULE ON A1.1 ODOOR TAG — SEE SCHEDULE ON A1.1 BEDROOM 188 SF GENERAL NOTES DRYER VENT, BATHROOM AND KITCHEN EXHAUST VENT DIRECT TO EXTERIOR SHOWERHEADS AND SINKS TO BE 1.75 GPM. BATHROOM FAUCETS TO BE 1.0 GPM SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED WITH BATTERY BACKUP AND INSTALLED IN EACH BEDROOM AND OUTSIDE OF EACH BEDROOM SLEEPING AREAS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED. ONE CARBONMONOXIDE ALARM IS REQUIRED TO BE INSTALLED OUTSIDE OF THE SLEEPING AREAS. SITE CONDITIONS AND DIMENSIONS TAKE PRECEDENT OVER CALLOUTS ON DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THEIR AGENTS OR SUB —CONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS. CLARIFICATIONS ARE TO BE OBTAINED FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. 6'-0" W2 TILED 18" TALL BENCH CLOSET PROVIDE 5/8" TYPE X GWB FINISH ON ALL INTERIOR WALLS AND CEILING OF GARAGE REVISION May 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTING GARAGE 0 I C4 O I �o W z LINE OF EXISTING HOUSE: NEW WORK TO THE EAST UJ U LU LU 0 LU 23419 84TH AVE W. EDMONDS, WA. 98026 Project No. 2021.12 11699 FREGISTEREDBL STATE OF WASHINGTON Revisions #1 - steel framing at patio revised to glulam structure + sliding glass doors removed from scope. Notes Project North 00 1/2"=1'-O" FLOOR PLAN FLOOR PLAN SCALE: 1/2" = 1' BETHARDS ARCHITECTURE + DESIGN © 2021 MAXIMUM BLDG. HEIGHT @ 125'-4" (E) ROOF PEAK - NO CHANGE CHIMNEY ROOF PEAK @ ADDITION PATIO SOFFIT FINISHED FLOOR 101'-4" FINISHED GRADE 100'-4" ELEVATION / SECTION NOTES PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO WEATHER. ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. ALL METAL CONNECTIONS TO TREATED WOOD SHALL BE AT A MINIMUM; TRIPPLE ZINC ZMAX (G185 PER ASTM A653); HOT DIP GALVANIZE ASTM A123 FOR CONNECTORS AND ASTM153 FOR FASTENERS AND ANCHORS. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOC SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER. PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1 /2". (R319.1) SEPARATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE PRIOR TO FABRICATION. TJI PRODUCTS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDE AND APPROVED REPORTS. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED THROUGH THE ATTIC TO THE ROOF OR THROUGH THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. SOUTH ELEVATION SCALE: 1/4" = 1' MAXIMUM BLDG. HEIGHT @ 125'-4" (E) ROOF PEAK - NO CHANGE CHIMNEY ROOF PEAK FINISHED FLOOR 101'-4" AVG. FINISHED GRADE 100'-4" LU ♦ U z z LU OC N Q LU 0 Z J as �m 23419 84TH AVE W. EDMONDS, WA. 98026 Project No. 2021.12 11699 REGISTERED ARCHITECT \ BLA STATE OF E BETHARDS WASHINGTON Revisions #1 - steel framing at patio revised to glulam structure + slidinq qlass doors removed from scope. Notes Project North 00 1/4"=1'-0" ELEVATIONS EAST E L EVAT I O N SCALE: 1/4" = 1' BETHARDS ARCHITECTURE + DESIGN @ 2021 GLULAM POST COORDINATE FINISHED WIDTH OF M III 4M TO ALIGN W/ FACE OF T-SELECTED STONE OUND @ FIREPLACE TAL EDGE TRIM - PROVIDE 4" kL BETWEEN TRIM & ADJ. kM POSTS ING BY GC. COORDINATE E FOR NATURAL GAS LINE TO FIREPLACE & SOFFIT =RS W/ CONSULTANTS TAL EDGE TRIM - WRAP QED OPENING FIREPLACE DETAIL SCALE: 1- 1/2" = 1' FINISHED FLOOR 0 I o - o I oa PATIO SECTION 3 SCALE: 1/2" = 1' UJ ♦ Z%J z LU Q Ul 009 0 >= LU Z J as �m 23419 84TH AVE W. EDMONDS, WA. 98026 Project No. 2021.12 � 11699 \ REGISTERED ARCHITECT �LAAty. I BLA E BETHARDS STATE OF WASHINGTON Revisions #1 - steel framing at patio revised to glulam structure + sliding glass doors removed from scope. Notes Project North e0 SECTIONS PATIO SECTION 2 SCALE: 1/2" = 1 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PATIO SECTION 1 SCALE: 1/2" = 1' BETHARDS ARCHITECTURE + DESIGN © 2021 FOUNDATION STEM WALL 12" TOPSOIL ROOF DRAIL - 4" TIGHTLINE SEPARATE FROM FOOTING DRAIN GRANULAR BACKFILL TO BE FREE OF CONCRETE, COBBLES OR OTHER MATERIALS WHICH MAY DAMAGE PIPE 4" PVC SDR31 RIDGE PERF. PIPE. PLACE WEEPHOLES DOWNWARD. MIRAFI 140NSL FILTER FABRIC OR EQ. WRAP TO SURROUND GRAVEL. OVERLAP ON TOP.. MINIMUM 6" ROCK ON TOP 4" -12" WASHED ROCK TO TOP OF FOOTING. was] II►[ m olam I►ILYA Lim 211 :1 1►k tidy r r :&Il to]NLYA I&yi&l1:1LTA I=i'LN:L\l k wag welylym ROOF DRAIN SHALL RUN INDEPENDENT OF FOOTING DRAIN UNTIL POINT OF CONNECTION TO CITY STORM WATER SYSTEM - PROVIDE CLEANOUT AT POINT OF CONNECTION. FOOTING DRAIN MUST PROVIDE AT LEAST 6" OF CLEARANCE BETWEEN CRAWLSPACE FINISHED GRADE OR BOTTOM OF SLAB -ON -GRADE, AND TOP OF FOOTING DRAIN. TYPICAL FOOTING DETAIL SCALE: 1" = f EXISTING RESIDENCE 2) Lu ♦ u z Lu Q Lu 009 0 >= Lu Z J as �m 23419 84TH AVE W. EDMONDS, WA. 98026 Project No. 2021.12 � 11699 � REGISTERED ARCHITECT BLA E BETHARDS STATE OF WASHINGTON Revisions Notes Project North e(D SECTIONS A3 ■ =lL BETHARDS ARCHITECTURE + DESIGN © 2021 ADDITION SECTION - 2 SCALE: 1/2" = f ADDITION SECTION -1 SCALE: 1/2" = f