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APPROVED BLD PLN BLD2022-0207+Architectural_Plan+2.17.2022_9.57.34_AM+2686941ABBREVIATIONS & AND F.A. FIRE ALARM PRCST. PRE —CAST L ANGLE F.D. FLOOR DRAIN PL. PLATE @ AT FDN, FOUNDATION P.L. PROPERTY LINE CENTERLINE F.F. FIRE EXTINGUISHER PLN. PLAN F.F, FINISH FLOOR DIAMETER OR ROUND FIN. FINISH P.LAM. PLASTIC LAMINATE L PERPENDICULAR FJ FLOOR JOIST PLAS. PLASTER # POUND OR NUMBER FLASH. FLASHING PLYWD. PLYWOOD (E) EXISTING FLG. FLR. FLANGE FLOOR PR. PT. PAIR POINT FLUOR. FLOURESCFNT P.T. PRESSURE TREATED F.O.C. FACE OF CONCRETE P.T.D.F. PRESSURE TREATED F.O.F. FACE OF FINISH DOUGLAS FIR F.O.S. FACE OF STUD A.B. ANCHOR BOLT FPRF. FIREPROOF ACOUS. ACOUSTICAL FT. FOOT OR FEET R. RISER A.D. AREA DRAIN FTG. FOOTING RAID. RADIUS ADDL. ADDITIONAL FURR. FURRING R.D. ROOF DRAIN ADJ. ADJACENT FUT. FUTURE REF. REFERENCE ADJUST. ADJUSTABLE REFR. REFRIGERATOR AGGR. ALLOW. AGGREGATE ALLOWABLE GA. GAUGE REINF. REINFORCED ALT. ALTERNATE GALV. GALVANIZED REQ. REQUIRED ALUM. ALUMINUM RE&L. RESILIENT APPROX. APPROXIMATE G.B. GRAB BAR RGTR, REGISTER ARCH. ARCHITECTURAL GL. GLASS RJ ROOF JOIST ASB. ASBESTOS G.LA. GLUE LAMINATED RM, ROOM ASPH. ASPHALT CND. GROUND ASSY. ASSEMBLY GR. GRADE R,0. ROUGH OPENING GYP. GYPSUM RR ROOF RAFTER RWD, REDWOOD H.B. HOSE BIB BD. BOARD H.C. HOLLOW CORE BDRY. BOUNDARY HD HOLD DOWN SCHED. SCHEDULE BITUM. BITUMINOUS HDR, HEADER BL BOTTOM LAYER HDWD, HARDWOOD SECT. ECT. SECTION BLDG. BUILDING HDWE. HARDWARE SHEATHING BILK BLOCK HK. HOOK SH. SHELF BLKG. BLOCKING H.M. HOLLOW METAL SHR. SHOWER BM, BEAM SHR. SHEET BN BOUNDARY NAILING HORIZ. HORIZONTAL SIM. SIMILAR BOT. BOTTOM HR. HOUR SPCG. SPACING B.S. BOTH SIDES HGT. HEIGHT SPEC. SPECIFICATION BTWN. BETWEEN SQ. SQUARE S.S. STAINLESS STEEL D. INSIDE DIAMETER &SK. SERVICE SINK NSUL. INSULATION STA. STATION INT. INTERIOR STAG. STAGGERED CAB. CABINET STD, STANDARD C.B. CATCH BASIN JST. JOIST STL. STEEL CEM. CEMENT JT. JOINT STOR. STORAGE CER. CERAMIC STR. STRAIGHT C.I. CJ CAST IRON CEILING JOIST STRUCT. STRUCTURAL C.L. CENTER LINE KIT. KITCHEN SUSP, SUSPENDED CLG. CEILING SYM. SYMMETRICAL CLKC. CAULKING CLR. CLEAR LAB. LABORATORY CNTR. COUNTER LAM. LAMINATE COL. COLUMN LAV. LAVATORY CONC. CONCRETE LC. LONG TRD. TREAD CONN. CONNECTION LGTH. LENGTH T.B. TOWEL BAR CONSTR. CONSTRUCTION LT. LIGHT CORK. CORRIDOR LTWT. LIGHT WEIGHT T&B TOP AND BOTTOM CONT. CONTINUOUS T.C. TOP OF CURB CSK. COUNTERSINK TEL. TELEPHONE CTR. CENTER TEMP. TEMPORARY TER. TERRAZZO MAX. MAXIMUM T.&G. TONGUE & MB MACHINE BOLT TH. THICK GROOVE DBL. DOUBLE M.C. MEDICINE CABINET THRD. THREADED DEPT. DEPARTMENT MECH. MECHANICAL DET. DETAIL MEMB, MEMBRANE D.F. DOUGLAS FIR DIA. DIAMETER MET. METAL DIM. DIMENSION MEZZ. MEZZANINE T.O.P. TOP OF PLATE DISP. DISPENSER MFR. MANUFACTURER DN. DOWN MILL MANHOLE T.O.R. TOP OF RIDGE D.O. DOOR OPENING MIN. MINIMUM T.P. TOP OF PAVEMENT DR. DOOR MIR. MIRROR T.V. TELEVISION DWG. DRAWING MISC. MISCELLANEOUS T_W. TOP OF WALL DWLS. DOWELS MK. MARK TYP. TYPICAL DWR. DRAWER DS. DOWNSPOUT MTD. MOUNTED MUL. MULLION UNF. UNFINISHED U.N.O. UNLESS E. EAST NOTED OTHERWISE EA. EACH UR. URINAL EA. W. EACH WAY N. NORTH E.J. EXPANSION JOINT N.I.C. NOT IN CONTRACT EL. ELEVATION NO. or # NUMBER VERT. VERTICAL ELEC. ELECTRICAL NOM NOMINAL VEST. VESTIBULE ELEV. ELEVATOR N.T.S. NOT TO SCALE V.G.D.F. VERTICAL GRAIN EMBMT. EMBEDMENT DOUGLAS FIR EVER. EMERGENCY V.I.F. VERIFY IN FIELD ENCL. ENCLOSURE E.P. EQ. ELECTRICAL PANEL O.A. OVERALL W. WEST E.S EQUAL EQUIPMENT OBS. OBSURE W/ WITH E.S. S. EACH SIDE O.C. ON CENTER W.C. WATER CLOSET EXST. EXISTING O.D. OUTSIDE DIAMETER WD. WOOD EXPO. EXPOSED OFF. OFFICE W/o WITHOUT EXP. EXPANSION OPNG. OPENING WP. WATERPROOF EXT, EXTERIOR OPP, OPPOSITE WSCT. WAINSCOTT WT. WEIGHT WWM WELDED WIRE MESH 23419 84TH AVE W, EDMONDS, WA 98026 VICINITY MAP r w OQ _ Q CO 23419 84TH AVE W EDMONDS, WA 98026-8609 VI f N N.T.S. PROJECT SUMMARY PROJECT ADDRESS: 23419 84TH AVE W , EDMONDS, WA 98026-8609 PARCEL NUMBER: 00576700002511 LEGAL DESCRIPTION: Section 31 Township 27 Range 4 Quarter NE SKELTONS LK MC ALEER 5 ACRE TRS BLK 000 D-1 1 LOT 1 CITY OF ED SP PLN20080041 REC AFN 201312105002 BEING A PTN OF LOT 25 SD PLAT ZONING: RS-8 PARCEL AREA: .21 ACRES / 8,972 SF PROJECT DESCRIPTION: 286 SF FIRST FLOOR ADDITION + 432 SF PATIO W/ ROOF TO (E) 2,998 SF SINGLE FAMILY RESIDENCE W/ 638 SF ATTACHED GARAGE 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 RAGAVAN MANOGARAN & DANIEL BAILEY 23419 84TH AVE W , EDMONDS, WA 98026-8609 MEP TO BE DETERMINED ARCHITECT STRUCTURAL ENGINEER BLAKE BETHARDS CAITLIN ROSE ENGINEERING LLC BETHARDS ARCHITECTURE + DESIGN CAITLIN R. WILHELM, PE 310-463-1013 425-301-6554 BLAKE@BETHARDSARCHITECTURE.COM CAITLIN©CAITLINROSEENGINEERING.COM 2130 6TH AVE W. SEATTLE, WA. 98119 SHEET INDEX SHEET CONTENT A0.0 COVER SHEET A0.1 SITE PLAN A0.2 ENERGY CODE & COMPLIANCE FORMS A1.0 ROOF PLAN A1.1 FLOOR PLAN A2.0 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 BUILDING SECTIONS & DETAILS S1.0 GENERAL STRUCTURAL NOTES S2.0 FRAMING & FOUNDATION PLANS S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS I � iSEPERATE PLUMBING PERMIT REQUIRED FO THIS PROJECT. ■ On I AIN-EtE�M PERMIT FRO STATE LABOR IC At & INDUSTRIE APPROVE PLANS MUS BE ON JOB SI E L WORK SUB ECT VSPECTION FOR )DE COMPLIA 4CE APPROVED BY PLANNING K, Mar 08 2022 Ya f........ r .. imantatjIn' n chaI T hA availahlA an site for the building inspector: COE APPROVED ARCHITECTURAL PLAN SET ' ❑X COE APPROVED STRUCTURAL PLAN SET ; ■ I —I (:(lE RPvuAtPn CAI r" II ATION PACKET � ENERGY CREDIT WORKSHEET ■SITE PLAN, CIVIL PLAN -F] :n ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 Welding to be completed by a WABO certified welder. ■ ■ yEdmonas Building Department Work ADDITION & COVERED DECK Address --------------------------------------- 23419 84TH AVE W Owner ' MANOGORAN & BAILEY Approved Date 3/14/2022 Building Official: W. Warc Permit Number ----------------- BLD2022-0207 ---------------------------- RECEIVED Feb 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 Z SMALLER SCALE DRAWINGS. THERE SHALL BE NO SUBSTITUTION OF MATERIALS LINE OF HOUSE: WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TO 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 31'-0" PROVIDE CONTINUOUS SOFFIT VENT @ UNDERSIDE OF ROOF OVERHANG. w z F EXISTING IEW WORK ) THE EAST 23419 84TH AVE W. EDMONDS, WA. 98026 Project No. Revisions Notes 2021.12 11699 \ REGISTERED ARCHITECT BLA E BETHARDS STATE OF WASHINGTON Project North O(D Scale 1/4"=1'-0" ROOF PLAN ROOF PLAN SCALE: 1/4" = f EC D AFeb 20 a PM CES DEPARTMENT BETHARDS ARCHITECTURE + DESIGN © 2021 1 LINE OF EXISTING HOUSE: NEW WORK TO THE EAST BIFOLD DOORS COMPOSITE DECKING 6"RECESSED CAN LIGHTS p rr r I I I I I I I i —_ SOLAIRA ICR RECESSED CEILING HEATER EMPIRE BOULEVARD VENTLESS SEE -THROUGH GAS FIREPLACE 32'-10" � 9d PLANTER 36" GRILL L J I I � I I , REF. I I I I I L I I I INK I I I o DOOR SCHEDULE SIZE TYPE CORE FUNCTION GLAZING NOTES W X H (R.0.) THK W Y U OJ W 0' 0 p U L 0 J m Z } W 0 0JW W v7 � Cn C'1 N z X W O 0 = m = d O 0- O O O H J U 0' 0- N Q 0- O 1 3'-0" X 6'-8" 0 0 0 0 0 PROVIDE WEATHER SEALS & 20 MIN RTG O 1 2'-6" X 6'-8" 0 0 0 0 0 MATCH (E) INTERIOR DOORS O 1 20'-7" X 8'-2" 0 0 0 0 0 0 PELLA ARCHITECTURAL SERIES 8 PANELS — O 1 7'-9" X 8'-2" 0 0 0 0 0 0 PELLA ARCHITECTURAL SERIES 3 PANELS — O 1 9'-4" X 8'-2" 0 0 0 0 0 0 PELLA ARCHITECTURAL SERIES 3 PANELS — FF 1 2'-6" X 6'-8" 0 0 0 0 0 WINDOW SCHEDULE SIZE FRAME OPERATION GLAZING NOTES W X H (R.0.) r w 0 Lu U O = J :2 Z Ld W JW Of �=)U) W J J O O J W X ZQ � O WQ�J J W N o in 3�: Q> a U cn W in o� U 0 I— 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'—O" 0 0 0 0 0 EXISTING RESIDENCE I I 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 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 o DISCREPANCIES OR CONFLICTS BETWEEN CONSTRUCTION o DOCUMENTS AND ACTUAL SITE CONDITIONS. mo o CLARIFICATIONS ARE TO BE OBTAINED FROM THE 0 v ,o ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE o WORK. - O V N '0 V w V REAR YARD SETBACK SYMBOLS WALL TYPES 0 EXHAUST FAN; 50cm INTERMITTENT PER TABLE SRC NEW WALL M1507.4; VENT THROUGH ROOF 0 COMBO 110 V SMOKE ANDCARBON MONOXIDE DETECTOR PER R314 2 AND R315 2 WASH. STATE EXISTING WALL TO REMAIN uJ V Lu 440 Lu 0 >= LU 23419 84TH AVE W. EDMONDS, WA. 98026 AMENDMENTS Project No. 2021.12 w2 WINDOW TAG — SEE SCHEDULE ON A1.1 EXISTING WALL TO DEMO E II PLANTER O DOOR TAG — SEE SCHEDULE ON A1.1 \ 11699 REGISTERED ARCHITECT � f I US STATE OF WASHIINGTON 15'.1 6'-0" w1 w2 TILED 18" TALL BENCH 0 BEDROOM 188 SF F 75 SF CLOSET PROVIDE 5/8" TYPE X GWB FINISH ON ALL INTERIOR WALLS AND CEILING OF GARAGE EXISTING GARAGE mmmmmm I■■■■■N I F, 1. 04p ��ime EMENELF — ■■■■■■■■ mommmmmm o I Revisions CV A LINE OF EXISTING HOUSE: NEW WORK TO THE EAST Notes Project North O(D Scale 1/2"=1'-O" FLOOR PLAN FLOOR PLAN SCALE: 1/2" = 1 EC ED AFeb 17 22 VaP F S DEPARTMENT 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 WOOD 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. "RUCT. WOOD SOFFIT fLE 20CK TO MATCH (E) \RD VENTLESS kS FIREPLACE - 48" SOUTH ELEVATION SCALE: 1/4" = 1' MAXIMUM BLDG. HEIGHT @ 125'-4" (E) ROOF PEAK - NO CHANGE CHIMNEY ROOF PEAK IIIIIIIIIIIIIIIIIII��_�r[�>6�.]�y�� FINISHED FLOOR 101'-4" AVG. FINISHED GRADE 100'-4" 23419 84TH AVE W. EDMONDS, WA. 98026 Project No. 2021.12 / 11699 \ REGISTERED ARCHITECT BLA E BtETHArRDS STATE OF WASHINGTON \ / i Revisions Notes Project North 0 Scale ELEVATIONS C D Feb 20 F O POMS DEPARTMENT EAST ELEVATION SCALE: 1/4" = 1 BETHARDS ARCHITECTURE + DESIGN @ 2021 GENIUS SCREENS SIE800 RETRACTABLE INSECT SCREEN - 194" X 62" - CLAD IN 6X10 WOOD TRIM TO MATCH ADJACENT HEADERS I91►11-1:1Aoil 9tell] ,a 0 v. PATIO SECTION 3 SCALE: 1/2" = f OFFIT )R - PELLA W/ FLUSH TLESS 'LACE - 23419 84TH AVE W. EDMONDS, WA. 98026 Project No. 2021.12 � 11699 \ REGISTERED ARCHITECT �LA I BLA E BETHARDS STATE OF WASHINGTON Revisions Notes Project North 0 Scale SECTIONS PATIO SECTION 2 SCALE: 1/2" = 1 PATIO SECTION 1 SCALE: 1/2" = 1 EC D FebOEc 0DEVPS DEPARTMENT BETHARDS ARCHITECTURE + DESIGN © 2021 011101117-A0 0&11:11LTA \yi%141 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] Il►[mDi LEI►I►YiLim211:1 I► III rmyrr�11to] NLYiI&Y&I111:11LTA I:yLN:L ylkwagwiPiym 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" = 1' EXISTING RESIDENCE 2) uJ + V Z0Lu ,Q^ N Lu 0 >= V � ZLU � �m 23419 84TH AVE W. EDMONDS, WA. 98026 Project No. 2021.12 11699 REGISTERED ARCHITECT �LA I BLA E BETHARDS STATE OF WASHINGTON Revisions Notes Project North .(D Scale 1/2"=1'-O" SECTIONS EC ED Feb 17 22 OF DEV P DEPARTMENT ADDITION SECTION - 2 SCALE: 1/2" = 1' ADDITION SECTION -1 SCALE: 1/2" = 1 BETHARDS ARCHITECTURE + DESIGN © 2021