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APPROVED PLN BLD ENG - RESUB 2 BLD2022-0871+Architectural_Plan_AND_SITE_Plan+12.2.2022_1.46.16_PM+3249375Lands Gulch >r�aS G",chCreek Fast Appliances Repa 156th St SW Meadowd, Beach Pa 3 a �G7 15827 70th Ave W, °s a ^ Edmonds, WA 98026 CGn� f Haines Bernard Ford Q Wharf Education Services ©Park 7 by d 0 Gi �� Harmony Adult Care Q a 3 Mitchell a Coleman Designs VICINITY MAP SCALE: N.T.S. PROJECT DESCRIPTION: 1e4th St SW 19 Meadowdale Preschool N) REMODEL OF EXISTING SINGLE FAMILY RESIDENCE WITH BASEMENT, ADDITION OF SECOND STORY. SECOND LEVEL ADDITION AREA: 1,230 SF. TOTAL RESIDENCE AREA: 3,282 SF. DRAWING INDEX P. No. 1 SHEET A0.0 Al A1.0 Al.1 A2 A2.1 A2.2 A2.3 A4 A6 A7 DESCRIPTION COVER SHEET SITE PLAN AS -BUILT FLOOR PLANS AS -BUILT ELEVATIONS PROPOSED FLOOR PLANS PROPOSED FLOOR PLANS PROPOSED ELEVATIONS PROPOSED ELEVATIONS SECTIONS DETAILS ENERGY INFO - WSEC / WINDOW SCHEDULE 2 3 4 5 6 7 8 9 10 11 OWNER STREET ADDRESS PARCEL NUMBER ZONING SQFT FRONT SETBACK SIDE SETBACK REAR SETBACK PROPERTY INFORMATION SAMUEL LULA 15827 70TH AVE W , EDMONDS, WA 98026-4510 00513100003716 RS-12 3,282 SF 25'-0" 10'-0" 25'-0" LEGAL DESCRIPTION MEADOWDALE BEACH BILK 000 D-16 - BEG 208.5FT S FIR NW COR LT 37 TH S 116FTTH E 270 FT TH N 116 FT TH W 270 FT TO POB LESS CO RD City Of Edmonds Building Department Work ------- REMODEL AND ADDITION Address ------------------------------------ 15827 70TH AVE W Owner SAMUEL Approved Date, -�i-- 11/18/2022 Building Official Permit Number BLD2022-0871 ALL NOTES AND SPECIFICATIONS TO COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE WITH ANY OF THE CITY OF EDMONDS AMENDMENTS AND THE WASHINGTON STATE ENERGY CODE. 1. THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK FOR THE PROJECT. ANY WORK NOT SHOWN HERE, BUT REQUIRED BY CODE, OR THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, SHALL BE PROVIDED AS PART OF THIS WORK. 2. ALL WORK WITHIN THESE PLANS SHALL COMPLY WITH THE CURRENT EDITIONS OF THE INTERNATIONAL RESIDENTIAL CODE, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, UNIFORM PLUMBING CODE, NATIONAL ELECTRIC CODE, AND WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES REGULATIONS. 3. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL EXISTING AND NEW UTILITIES AND SITE CONDITIONS BEFORE AND DURING CONSTRUCTION. INFORM DESIGNER OF VARIATIONS BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS. 4. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS ON SITE. 5. DIMENSIONS ARE TO FACE OF FOUNDATION WALLS AND FACE OF ROUGH FRAMING, UNLESS NOTED OTHERWISE. 6. FLOOR TO FLOOR DIMENSIONS ARE FROM TOP OF SUB-FLR TO TOP OF SUB-FLR, UNLESS NOTED OTHERWISE. 7. PROVIDE SOLID BLOCKING BEHIND ALL WALL HUNG FIXTURES AND ACCESSORIES. 8. PROVIDE 2" STRIP VENTS AT ALL CANTILEVERED AREAS. 9. DOOR RETURNS SHALL BE 4" TYPICAL, UNLESS NOTED OTHERWISE. 10. CONTRACTOR TO CONFIRM WINDOW AND DOOR ROUGH OPENING REQUIREMENTS WITH MANUFACTURER(S). 11. ALL EXTERIOR WINDOW AND DOOR OPENINGS TO BE FLASHED WITH PEEL AND STICK WATER SHIELD OR APPROVED EQUAL, PER NORTHWEST WALL AND CEILING BUREAU STANDARD DETAILS. 12. CONTRACTOR RESPONSIBLE FOR LEAD AND ASBESTOS TESTING AS REQUIRED. 13. DRAWINGS CONTAIN REPETITIVE ELEMENTS AND ARE NOT INDICATED EVERYWHERE. (SEE DETAIL DRAWINGS) CONTRACTOR TO PROVIDE COMPLETED WORK AS IF DRAWN IN FULL. 14. ABBREVIATIONS OR PARTIAL CODE SECTIONS NOTED ARE INTENDED TO GIVE ADDITIONAL INFORMATION. THE FULL TEXT OF THE CODE, AS INDICATED BY THE CODE SECTION REFERENCE, ALWAYS APPLIES. 15. ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION WORK IS DESIGN BUILD. ELECTRICAL WORK SHOWN HEREIN IS DIAGRAMMATIC AND INTENDED TO ILLUSTRATE THE DESIGN INTENT, NOT SPECIFIC REQUIREMENTS. WORK REQUIRED BY APPLICABLE CODES OR TO MAKE THE WORK COMPLETE IS TO BE PROVIDED. 16. CONTRACTOR SHALL VERIFY LOCATIONS AND SIZING OF ALL OPENINGS, INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, DOORS AND WINDOWS WITH APPLICABLE SUBCONTRACTORS. BUILDING CODE CONT'D DUCT LEAKAGE TEST.- ALL DUCTS / AIR HANDLERS ARE LOCATED INSIDE THE BUILDING ENVELOPE AND DO NOT REQUIRE TESTING PER EXCEPTION FOUND IN SECTION R403.3.3 OF THE 2018 WASHINGTON ENERGY CODE. EXTERIOR LIGHTING: PROVIDE ARTIFICIAL LIGHTING ADJACENT TO ALL ENTRY DOORS AND STAIRS. SHIELD LIGHT FROM ADJACENT PROPERTIES. VENTILATION AND EXHAUST • BATHROOMS, LAUNDRY ROOMS AND POWDER ROOM FANS TO BE 50 CFM. • KITCHEN EXHAUST FANS TO BE 100 CFM MIN, 400 CFM MAX. • EXHAUST FANS SHALL BE FLOW RATED AT .25 W.G. STATIC PRESSURE AND MAX. 1.0 SONE RATING EXHAUST DUCTS SHALL: • BE INSULATED TO R-4 IN UNCONDITIONED SPACE • BE EQUIPPED WITH A BACK -DRAFT DAMPER • TERMINATE OUTSIDE THE BUILDING • COMPLY WITH DUCT LENGTH TABLE M1505.4.4(2) 1 2 3 4 5 6 7 i SEPARATE PLUMBING PERMIT i REQUIRED FOR THIS PROJECT. OBTAIN ELECTRI PERMIT FROM STATE LABOR ALL VENTILATION SYSTEM CONTROLS SHALL BE READILY ACCESSIBLE. SOURCE SPECIFIC SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. THE BUILDING SHALL BE EQUIPPED WITH A WHOLE HOUSE VENTILATION SYSTEM CAPABLE OF CONTINUOUS OPERATION PER TABLE M1505.4.3(1) INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION SYSTEMS SHALL HAVE THE CAPABILITY FOR CONTINUOUS OPERATION, AND SHALL HAVE A MANUAL TIMER AND AN AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER IF REQUIRED, AND SHALL BE SIZED PER TABLE M1505.4.3(3) INTERIOR DOORS SHALL BE INSTALLED SO AS NOT TO IMPEDE THE MOVEMENT OF FRESH AIR TO ALL HABITABLE ROOMS (1/2" UNDERCUT ABOVE TEH SURFACE OF FINISH FLOOR COVERING U.N.O.) AIR INLETS SHALL NOT BE LOCATED CLOSER THAN 10' FROM AN APPLIANCE VENT OUTLET OR PLUMBING VENT (UNLESS VENT OUTLET IS AT LEAST T ABOVE THE OUTDOOR AIR INLET). VENTILATION DUCT FOR THE DRYER SHALL BE 4" DIA. METAL WITH A SMOOTH INTERIOR AND PROVIDED WITH A BACK -DRAFT DAMPER CONCEALED IN CONSTRUCTION. INSTALL DRYER AND EXHAUST PER MANUFACTURER INSTRUCTIONS. EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIR SYSTEMS SHALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE Interconnected Smoke Alarms Are A Requirement Of This Permit In Accordance With R314.2.2 L.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.� BUILDING CODES USED: 2018 Building Code & 2018 IBC Structural R302.5 AND R302.6 - GARAGE/HOUSE REQUIREMENTS (WHERE APPLICABLE PER PLAN): • DOOR: 1-3/8" THK MIN. SOLID CORE OR 20 MINUTE FIRE -RATED DOOR, EQUIPPED WITH SELF CLOSING DEVICE. • 1/2" REGULAR GYP BOARD SHALL BE INSTALLED AT GARAGE SIDE OF WALLS SEPARATING GARAGE AND DWELLING U.N.O. • 5/8" TYPE "X" GYP BOARD OR EQUAL SHALL BE INSTALLED AT GARAGE CEILING WHERE DWELLING OCCURS ABOVE • 1/2" REGULAR GYP BOARD SHALL BE INSTALLED AT STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES R303.7 AND R303.8 - STAIRWAY ILLUMINATION: PROVIDE PRIMARY POWER FROM BUILDING WIRING. • INTERIOR STAIRS - PROVIDE ARTIFICIAL LIGHT SOURCE AT EACH LANDING CAPABLE OF ILLUMINATING NOT LESS THAN (1) FOOT-CANDLE MEASURED AT THE CENTER OF THE TREADS/LANDINGS. • ACTIVATION - PROVIDE WALL SWITCH AT EACH FLOOR LEVEL WHERE STAIRWAY HAS (6) OR MORE RISERS. • EXTERIOR STAIRS - PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING. R304 AND R305 ROOM DIMENSION REQUIREMENTS: • GENERAL 7'-0" MINIMUM HABITABLE SPACE CEILING HEIGHT. • 6'-8" MINIMUM CEILING HEIGHT IN BATHS, TOILET ROOMS, OR LAUNDRY ROOM. • SLOPED CEILING (MIN. 5-0" MUST MEET MINIMUM HEIGHT OVER 1/2 OF THE AREA.) • MINIMUM FLOOR AREA FOR A HABITABLE ROOM IS 70 SQ. FT. • 7' MINIMUM WIDTH FOR HABITABLE ROOM. R307.2 - BATHTUB AND SHOWER SPACES: TUB/SHOWER LOCATIONS TO BE FINISHED WITH A NON -ABSORBENT SURFACE TO A MIN. OF 72" A.F.F. INSTALL AND SEAL ALL ACCESSORIES TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. R308 GLAZING: ALL GLAZING IN HAZARDOUS LOCATIONS SHALL RECEIVE SAFETY GLASS. THE SAFETY GLASS DESIGNATION SHALL BE VISIBLY MARKED ON EACH WINDOW AS REQUIRED BY CODE. SEE PLANS FOR SPECIFIC SAFETY GLASS LOCATIONS (SG). R310 EMERGENCY ESCAPE AND RESCUE OPENINGS (EERO'S): • ALL EERO'S SHALL HAVE A NET CLEAR OPENING OF 5.7 SQUARE FEET, WITH MIN. NET CLEAR HEIGHT OF 24" AND NET CLEAR WIDTH OF 20". • EERO'S SHALL BE OPERATIONAL FROM INSIDE THE ROOM w/o THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. • MIN. HORIZONTAL AREA OF WINDOW WELLS SHALL BE 9 SQUARE FEET, WITH MIN. PROJECTION AND WIDTH OF 36". THE WINDOW WELL SHALL ALLOW THE EERO'S TO BE FULLY OPENED. R311.3 - FLOORS AND LANDINGS AT EXTERIOR DOORS: • A LANDING IS REQUIRED ON EACH SIDE OF AN EXTERIOR DOOR, AND SHALL BE NO LESS THAN 36" MEASURED IN THE DIRECTION OF TRAVEL, AND THE WIDTH BE NO LESS THAN THE DOOR SERVED. - EXCEPTION: EXTERIOR BALCONIES LESS THAN 60 SQ. FT. ARE PERMITTED TO HAVE A LANDING LESS THAN 36" IN THE DIRECTION OF TRAVEL. • THRESHOLD AT EXT. DOORS SHALL BE NO MORE THAN 1-1/2" ABOVE THE LANDING R311.7 STAIRWAYS: • STAIRWAYS SHALL NOT BE LESS THAN 36" MIN. CLEAR, ABOVE THE PERMITTED HANDRAIL HEIGHT. • MIN. HEADROOM OF THE STAIRWAY SHALL NOT BE LESS THAN 6'-8". • MAX. RISER HEIGHT IS 7 3/4". OPEN RISERS ARE ALLOWED WITH OPENING BETWEEN TREADS THAT DOES NOT PERMIT THE PASSAGE OF A 4" DIA. SPHERE. • MIN. TREAD DEPTH IS 10". • LANDING WIDTH SHALL BE NO LESS THAN THE WIDTH OF STAIRWAY, AND MIN. 36" DEPTH. • HANDRAIL HEIGHT, MEASURED VERTICALLY, SHALL BE BETWEEN 34" AND 38". HANDRAILS SHALL BE CONTINUOUS FOR FULL FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS. R312 GUARDS AND WINDOW FALL PROTECTION: • GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR / GRADE BELOW. • MIN GUARD HEIGHT SHALL BE 36". WHERE THE TOP OF GUARDS ALSO SERVE AS A HANDRAIL ON THE OPEN SIDE OF STAIRS, TOP OF GUARDS SHALL BE BETWEEN 34" AND 36" • OPENINGS IN GUARDS SHALL NOT ALLOW PASSAGE OF A 4" DIA. SPHERE. THE TRIANGULAR OPENING AT THE SIDE OF OPEN STAIRS SHALL NOT ALLOW PASSAGE OF A 6" DIA. SPHERE. • WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE FINISH GRADE BELOW, THE LOWEST PART OF CLEAR OPENING SHALL BE MIN. 24" A.F.F. IF CLEAR OPENING IS LESS THAN 24", MAX WINDOW OPENING SHALL NOT ALLOW PASSAGE OF A 4" DIA. SPHERE. R314 SMOKE DETECTORS / R315 CARBON MONOXIDE ALARM: PROVIDE A SMOKE DETECTOR AND CARBON MONOXIDE (HARDWIRED, INTERCONNECTED w/ BATTERY BACKUP) IN THE FOLLOWING LOC.: • IN EACH SLEEPING ROOM (SMOKE DETECTOR ONLY) • OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. • MINIMUM ONE AT EACH STORY OF THE DWELLING INCLUDING BELOW GRADE. R319 - SITE ADDRESS: EACH BUILDING SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION WHERE SIZE AND LOCATION OF NUMBERS/ALPHABETICAL LETTERS ARE PER R319.1 R807 - ATTIC ACCESS: ATTIC AREAS WITH A VERTICAL HEIGHT OF 30" OR GREATER OVER AN AREA OF 30 S.F. MIN. SHALL HAVE AN ATTIC ACCESS OPENING OF 22"x30" MINIMUM THERMOSTATS: • PROVIDE MIN. (1) ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. • THERMOSTAT TO ABIDE BY SECTION R403.1.1 OF THE 2018 WASHINGTON ENERGY CODE. PROJECT TEAM: OWNER: SAMUEL LULA 15827 70TH AVE W, EDMONDS. WA 98026-4510 LULASAMUEL@GMAIL.COM 021Gi11411 a1191G7_\0; 1►Eel 1►1a I IG' JON CONNER PE, SE STRUCTURAL ENGINEER I LAKEVIEW STRUCTURAL ENGINEERING 715 99TH AVE SE LAKE STEVENS, WA 98258 (206) 914 9536 LAKEVIEWSE@OUTLOOK.COM CONTRACTOR: CIVIL: RESUB Dec 02 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IPS HOME DESIGNS CUSTOM IIOMES OW. REMODELS ADDITIONS ONS 253 282 2277 PAVEL2TRAVEL@GMAIL.COM SCALE: = 1'-0" ENGINEERING: JON CONNER BLDG DEPT: CHECKED BY: PRINT DATE: 102122 R E V 1 5 1 0 N 5 10.21.22 ARCHITECTURAL PV5 10.21.22 STRUCTURAL PV5 BUILDER APPROVAL: DATE DATE 011NER APPROVAL: DATE DATE PLAN NUMBER 2124 PROJECT SAMUEL LULA RESIDENCE 15827 70TH AVE W, EDMONDS WASHINGTON PN# 0051310000-3716 SHEET TIT!_E: COVER SHEET SHEET NUMBER: A-0,0 PS HOME DESIGNS CUSTOM HOMES REMODELS ADDITIONS 253 282 2277 PAVEL2TRAVEL@GMAIL.COM SCALE: 1/4" = 1'-O` ENGINEERING: JON CONNER 5L1)G D€PT: CHE CKE D BY: PRINT DATE: 1021.22 R E V 1 5 1 0 N 6 10.21.22 ARCHITECTURAL PV5 10.21.22 STRUCTURAL PV5 BUILDER APPROVAL: DATE DATE C4NER APPROVAL: DATE DATE PLAN NUMBER 2124 PROJECT SAMUEL LULA RESIDENCE 15827 70TH AVE W, EDMONDS W A S H I N G T 0 N PN# 0051310000-3716 SHEET TITLE: 51TE PLAN SHEET NUMBER: A-1 4 it AS -BUILT BASEMENT LEVEL FLOOR PLAN SCALE: 1 /4"=1'-0" N 0 1 2 3 4FT GRAPHIC SCALE 40'-0" 4 CV 11'-0" AS -BUILT MAIN LEVEL FLOOR PLAN SCALE: 1 /4"=1'-0" N 0 1 2 3 4FT GRAPHIC SCALE Hull 16'-6" 23'-6" 16-0" 24'-0" MAIN LEVEL ,BASEMENT 'UNFINISHED BASEMENT STORAGE COVERED PATIO PATIO BUILDING AREA 1,392.00 SF 660.00 SF 2,052.00 SF 568.00 SF 011I119" IPS HOME I DESIGNS CUSTOM HOMES REMODELS ADDITIONS 253 282 2277 PAVEL2TRAVEL@GMAIL.COM 5CALE: 1/4" ENGINEERING: JON CONNER BLDG DEPT: CHECKED BY: PRINT DATE: 10.21.22 REv1810N6 102122 ARCHITECTURAL PV5 102122 STRUCTURAL Pv5 BUILDER APPROVAL: DATE DATE OI NER APPROVAL: DATE PLAN NUMBER 2124 PROJECT SAMUEL LULA RESIDENCE 15827 70TH AVE W, EDMONDS W A S H I N G T 0 N PN# 0051310000-3716 SHEET TITLE: AS -BUILT FLOOR PLANS SHEET NUMBER: A-1,0 TOP OF RIDGE - - - _ _ TOP OF RIDGE N N MAIN LEVEL F.F CD OL T.O.P 0 BASEMENT LEVEL F.F_ TOP OF RIDGE T.O.P MAIN LEVEL F.F T.O.P BASEMENT LEVEL F.F AS -BUILT NORTH ELEVATION SCALE: 1/4"=1'-0" AS-BUILT SOUTH ELEVATION SCALE: 1 /4"= l'-0" I I L----------------------------------------------------- N zo N MAIN LEVEL F.F 4 T.O.P � c -- -- A�_- - BASEMENT LEVEL F.F TOP OF RIDGE T.O.P CV MAIN LEVEL F.F 4 T.O.P-- --�R BASEMENT LEVEL F.F AS -BUILT EAST ELEVATION SCALE: 1/4"=V-0" I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AS -BUILT WEST ELEVATION SCALE: 1 /4"=V-0" RESUB Dec 02 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PS HOME DESIGNS CUSTOM HOMES REMODELS 00 ADDITIONS ONS 253 282 2277 PAVEL2TRAVEL@GMAIL.COM SCALE. 1/4" = 1'-0" ENGINEERING: JON CONNER BLDG DEPT: CHECKED BY: PRINT DATE: 10.21.22 RE V 1510N5 10.21.22 ARCHITECTURAL PVS 10,21.22 STRUCTURAL PVS BUILDER APPROVAL: DATE DATE OWNER APPROVAL: DATE DATE PLAN NUMBER 2124 PROJECT SAMUEL LULA RESIDENCE 15827 70TH AVE W, EDMONDS W A S H I N G T 0 N PN# 0051310000-3716 6 H E E T TITLE: A5=5UILT ELEVATIONS SHEET NUMBER: IIIIIIIIIIIIIIEWIS CONCRETE ANCHORS @48" O.C. FOR SILL PL ATTACHMENT. EMBED 6" INTO EXISTING CONCRETE W1 SIMPSON SET -EPDXY, TYP ALL AROUND 4 04 Q N 4 r 16-10" HIGH EFFICIENCY HVAC EQUIPMENT (HEAT PUMP W+ MIN HSPF OF 9 0) F H 3020 SL R.O EXISTING ROOM (FINISHED) 200 (6'-10" CLG.) 14'-4" x 13'-2" 2868 40'-0" 23'-2" EXISTING WINDOW WELL 7 A6 5 A6 3020 SL R.O �� `) �� 3020 SL R.O EXIST. FIREPLACE I I a I I 1 2X12 DFL2 FLOOR JOISTS @16" O.C., TYP. !: I s. �t I 1 EXISTING BONUS ROOM (FINISHED) 201 z I (6'-10" CLG.) !' I 22'4" x 15'-6": - © LU 4. W 00 C>7 %� V (7 30"x30"x8" FTG AND EXISTING POST R-21 INSUL. -7 / CENTRAL HEAT PUMP UNIT T I EXISTING , 00 1 2668 N 1 STORAGE WATER HEATER SEISMIC STRAPS I I i F1 I (6'-10' LG.) PER ATTACHED , ---------- I I 7-10' 3 4" PRESS RLF VALUE ,. I ; A4 TO EXT. - ------ i L------------------------------------------------------------------- ---------------------------------------------------------------------- UP 11R EXISTING STORAGE 205 (6 10' CLG.) 11'-6" x 2'-T 16'-0" �J1 PROPOSED BASEMENT LEVEL FLOOR PLAN SCALE: 1 /4"=l'-0" N 0 1 2 3 4FT GRAPHIC SCALE SHEAR WALL SCHEDULE -3/8" SHEATHING GRADE PANELS - 8d NAILS @6" O.C. AT PANEL EDGES - 8d NAILS @12" O.C. FIELD - TYP ALL EXTERIOR WALLS -------,36"X36"X12"----T--- --- I IFTG. #4 @12" OI.C., I I 00 CFM I IE.W., T&B I I V.T.O.S. I I I 1 ---------- 130"00"x8" FTC ANU---- 130 x30"x8" FTG AND EXISTING POST EXISTING POST EXISTING BATH I FF 3.5" x 10.5" GLB (24F-V4) UP 12R zo3 (6'-10* CLG') EXISTING 7'-7" x 7'-5- I WORK AREA 202 I 2668 (6--10" CLG.) 1 20'-6" x 11' 9" I I ELECTRIC HEAT PUMP _ I ____ WATER HEATER MEETING 00 T THE STANDARDS FOR O I I TIER III OF NEES'S O N i i ADVANCED WATER HEATING SPECIFICATION x LINEN I I LL I -30"00"x8" FTG AND `r° I EXISTING POST & BEAM I I I I � I � I o jELEC.PANEL OD co N WALLS LEGEND EXISTING ------- DEMO NEW WALLS 1. ALL EXTERIOR WARM WALLS TO BE 2X6 STUDS @16" O.C. TYP, WITH R-21 INSULATION. 2. ALL HEADERS ON MAIN FLOOR TO BE 4X10 DF-L#2 UNLESS NOTED OTHERWISE. 3. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 4. INLINE FRAMING - SINGLE TOP PLATE STRAP @ SPLICES AND CORNERS, EXCEPT AS NOTED FOR SHEAR TRANSFER. 5. ALL GUARDRAILS PER MANUFACTURERS SPECS. SUPPORT CAPABLE OF RESISTING A SINGLE CONCENTRATED LOAD OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL. GUARDRAIL AT MIN. 36" ABOVE FINISH FLOOR. MAX. OPENING NO GREATER THAN 411 . HANDRAIL (1.5" DIA.) AT 34" ABOVE STAIR NOSING, CONTINUOUS. EXTEND 6" BEYOND TOP AND BOTTOM RISERS. RETURN TO WALL AT ENDS. SEE ALSO STRUCTURAL S-2 FOR RAILING NOTES. 6. FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE -RETARDANT WOOD SHALL BE OF HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION -112 INCH DIAMETER OR GREATER STEEL BOLTS. 7. PER IRC R319.1.1, ALL FIELD END CUTS, NOTCHES, AND DRILLED HOLES OR PRESSURE TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 24'-0" HTR WTR LEGEND O SMOKE DETECTOR © CARBON MONOXIDE DETECTOR ® EXHAUST FAN WHOLE HOUSE EXHAUST FAN (CONTINUOUS) ® HEAT DETECTOR (ATTACHED GARAGE PER R314.2.3 0 x LL 0 Cl) 0 x LL C. M GENERAL NOTES 4 io Cm N 11'-0" 40'-0" 12'-5" 1 16'-6" 23'-6" 1 1 %J1 PROPOSED MAIN LEVEL FLOOR PLAN SCALE: 1 /4"=V-0" N 0 1 2 3 4FT GRAPHIC SCALE 8. EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE A HEIGHT OF NOT MORE THAN 44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 SOFT (5.0 S.F AT GRADE FLOOR) THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 THE MIN. NET CLEAR OPENING WIDTH SHALL BE 20", AND EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. 9. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER ALL NON -BEARING PARALLEL WALLS. 10. EXHAUST FANS LARGER THAN 50 CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MIN. SIZE OF THE FLEX DUCT IS 5" DIAMETER WITH MAX. RUN OF 15'. 11. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. 12. WSEC COMPLIANCE CERTIFICATE REQUIRED WITHIN 3' OF ELECTRICAL PANEL. 13. ALL FLASHING TO BE IN COMPLIANCE WITH 2O18 IRC, SECTION R703.8. TABLE M1507.3.3(1) FAN EFFICACY CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNITNUMBER OF BEDROOMS FLOOR AREA 0-1 2.3 4.5 6.7 MORE THAN 7 (square feet) AIRFLOW IN CFM LESS THAN 1,500 30 45 60 75 90 1,501.3,DD0 45 60 75 90 105 3,D01.4,500 60 75 90 105 120 4,501.6,DD0 75 90 105 120 135 601.7,500 90 105 120 135 150 MORE THAN 7,500 1 105 120 135 150 165 14. ALL OPENINGS MADE IN WALLS, FLOORS OR CEILINGS FOR THE PASSAGE OF PIPES, STRAINER PLATES ON DRAIN INLETS, TUB WASTE OPENINGS TO CRAWLSPACE, AND METER BOXES TO COMPLY WITH UPC SECTION 313.2. 15. STAIR WIDTH 36" MINIMUM, RISE AND RUN AS NOTED. STAIR RISER TO BE 7 3/4" MAXIMUM AND AND TREAD LENGTH 10" MINIMUM. TREAD LENGTH ALONG RUN OF STAIRS SHALL NOT VARY OVER 3/8" THROUGH STAIR RUN. 16. REFER TO OPENING SCHEDULE FOR WINDOWS AND DOORS. ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH DEADBOLT OR DEADLATCH WITH MINIMUM 112" THROW. ALL OPERABLE WINDOWS SHALL BE LOCKABLE, NO KEY OPERATION. 17. PROVIDE SAFETY GLAZING AT THE FOLLOWING LOCATIONS: AT TUB AND SHOWER ENCLOSURES, AT DOORS WITH GLAZING, AT WINDOWS WITHIN 24" OF DOOR OPENINGS, WINDOWS NEAR STAIR LANDINGS, SLIDING GLASS DOORS AND ALL OTHER LOCATIONS REQUIRED BY CODE. 18. AT STORAGE AREAS UNDER STAIR, ALL WALL AND CEILING SURFACES TO RECEIVE ONE LAYER 5/8" GWB, JOINTS ARE TO BE TAPED. 19. INSTALL WATER HEATER ON A GALVANIZED STEEL PAN WITH DRAIN PER UPC. SET ELECTRIC WATER HEATER ON R-10 INCOMPRESSIBLE INSULATED BASE IF INSTALLED IN AN UNHEATED AREA OR A CONCRETE SLAB. INSTALL SEISMIC STRAPS WITHIN TOP 1/3 AND BOTTOM 1/3 (4" MIN. ABOVE CONTROLS). PROVIDE PRESSURE RELIEF LINE TO EXTERIOR. WALLS LEGEND EXISTING ----_- DEMO NEW WALLS '.022 LEGEND O SMOKE DETECTOR © CARBON MONOXIDE DETECTOR ® EXHAUST FAN WHOLE HOUSE EXHAUST FAN (CONTINUOUS) ® HEAT DETECTOR (ATTACHED GARAGE PER R314.2.3 BUILDING AREA EXISTING MAIN LEVEL 1,392.00 SF EXISTING BASEMENT 660.00 SF PROPOSED SECOND LEVEL 1,230.00 SF TOTAL 3,282.00 SF SST. UNFINISHED BASEMENT 568.00 SF EXIST. STORAGE RES6SF 6 EXIST. COVERED PATIO Dec 0�6V4 SF CITY OF EDMONDS DEVELOPMENT SERVICES EXIST. PATIO I DEPA21M.00 SF PS HOME DESIGNS CUSTOM HOMES REMODELS do - ADD ITI ONS 253 282 2277 PAVEL2TRAVEL@GMAIL.COM 5C,4LE: 114" ENGINEERING: JON GONNER BLD6 DEPT: C�4EGKED BY: PRINT DATE: 10.21.22 RE V1510N5 102122 ARC4aITECTUMAL PY5 102122 STRUCTURAL PV5 BUILDER APPROVAL: DATE DATE OU NER APPROVAL: DATE DATE PLAN NUMBER 2124 PROJEGT SAMUEL LULA RESIDENCE 15827 70TH AVE W, EDMONDS W A S H I N G T 0 N PN# 0051310000-3716 544EET TITLE: PROPOSED FLOOR PLANS 644EET NUMBER: A-2 PROPOSED UNCOVERED DECK 293.00 SF 1 40'-0" 1 6'-0" ;ON CS16 W/ 14" END THS, TYP 2ND FLOOR T FLOOR X8 DFL2, TYP 2ND DR HEADERS UP .FT �1 PROPOSED SECOND LEVEL FLOOR PLAN SCALE: 1/4"=V-0" N 0 1 2 3 4FT GRAPHIC SCALE SHEAR WALL SCHEDULE -3/8" SHEATHING GRADE PANELS - 8d NAILS @6" O.C. AT PANEL EDGES - 8d NAILS @12" O.C. FIELD - TYP ALL EXTERIOR WALLS SIMPSON A34 @48" O.C., TYP 2ND FLOOR RIM JOIST TO TOP PLATE, TYP ALL AROUND GENERALNOTES 1. ALL EXTERIOR WARM WALLS TO BE 2X6 STUDS @16" O.C. TYP, WITH R-21 INSULATION 2. FUR -OUT HEADERS TO MATCH 2X6 WALLS. 3. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 4. INLINE FRAMING - SINGLE TOP PLATE STRAP @ SPLICES AND CORNERS, EXCEPT AS NOTED FOR SHEAR TRANSFER. 5. ALL GUARDRAILS PER MANUFACTURERS SPECS. SUPPORT CAPABLE OF RESISTING A SINGLE CONCENTRATED LOAD OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL. GUARDRAIL AT MIN. 36" ABOVE FINISH FLOOR. MAX. OPENING NO GREATER THAN 4". HANDRAIL (1.5" DIA.) AT 34" ABOVE STAIR NOSING, CONTINUOUS, EXTEND 6" BEYOND TOP AND BOTTOM RISERS, RETURN TO WALL AT ENDS. SEE ALSO STRUCTURAL S-2 FOR RAILING NOTES. 6. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFETY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. WOOD FRAMING TO BE PROTECTED FROM WATER SPLASH AND MOISTURE. 7. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED THRU THE ATTIC TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. EXISTING FIREPLACE STRUCTURE TO REMAIN WALLS LEGEND EXISTING DEMO NEW WALLS LEGEND O SMOKE DETECTOR © CARBON MONOXIDE DETECTOR ® EXHAUST FAN WHOLE HOUSE EXHAUST FAN (CONTINUOUS) ® HEAT DETECTOR (ATTACHED GARAGE PER R314.2.3 8. EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE A HEIGHT OF NOT MORE THAN 44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 SQFT (5.0 S.F AT GRADE FLOOR) THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24", THE MIN. NET CLEAR OPENING WIDTH SHALL BE 20". AND EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. 9. WHOLE HOUSE INDOOR VENTILATION SYSTEM WITH 24 HR PROGRAMMABLE TIMER. RETURN AIR TO BE SUPPLIED BY HEATING SYSTEM. 10. MAX. HOT WATER TEMP. DISCHARGING INTO A BATHTUB OR WHIRLPOOL BATH SHALL BE LIMITED TO 120'F. THE WATER HEATER SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. 11. ALL OPENINGS MADE IN WALLS, FLOORS OR CEILINGS FOR THE PASSAGE OF PIPES, STRAINER PLATES ON DRAIN INLETS, TUB WASTE OPENINGS TO CRAWLSPACE. AND METER BOXES TO COMPLY WITH UPC SECTION 313.2. '? O (2) 2X10 DFL2 N TRUSS NOTES FULL DEPTH BLOCKING, TYP ALL OVER EXTERIOR WALLS ------------ ___________�----------►-----------------�= -�___________�------- -- --� I I I II „ I1I WEATHER BOND TPO I I LIII IIII MECHANICALLY ATTACHED IIII ROOFING SYSTEM PER I I F- III IIII MANUFACTURER Ld �!! IIII WWW.WEATHERBONDROOFING.COM Y iil IIII I III U) I IIII UN -VENTED CAVITY -OVER HEATED SPACE I j ry Ll 7.0" ICYNENE PROSEAL (MD-C-200v3) CLOSED -CELL WATER -BASED SPRAY L ---------------------------- ---------------------- ---- I I FOAM INSULATION ICC-ES ESR-3500; iIII rjI ___________________________ L TOTAL R-VALUE: R-38 L--------- _____-__ r---------NOTE:---------- 2,-0" IIIIIIIIIII , I SPRAY -IN FOAM INSULATION MUST BE INSTALLED BY CERTIFIED INSTALLER, I I ICI REQUIRES SPECIAL PERMIT. MOISTURE I I Li I I III LEVELS MUST BE LESS THAN 12%. I I �= it I I I I (D III I N >- �II I L--- ----J Ir---------------------------------�J IIII I I n III I I I I� II III I I I 2x10 DFL2 @ 24" O.C. I I I I I j I I I I II I ----� I I 1/2" PER 12" SLOPE I I'T- - - - - -- t I r----- t L------II F1 ------4 I I I I I, IIII I, I- I I I I I - - - - - - - - - - I III III I I I I --------------=====__=__=21 - - - - - - - - I 1/2" PER 12" SLOPE I I J I I I IL----- ----- L-----JI II I I SIMPSON H1 @24" O.C., TYP JOIST SOUTLOOKERS , L______________- L_ J TO TOP PLATE , r--------------- r-� C--------------------------� I I I I I I I I I I I I I I I I I I JI CONTINUOUS 6" GUTTER OVER 2 X I I I I kr4 FASCIA BOARD PROVIDE I I I I IIII DOWNSPOUTS PLACED IN I , LJ IIII ACCORDANCE WITH MFRS. SPECS. I I Ills AND CODES. 2'-0" I I 2040 III I O.H. , SKYLIGHT IIII I I n n IIII I I I I I I IIII (2) 16d TOE NAILS, TYP I I I I I I III I EA JOIST TO TOP PLATE I I I I I I I I D.S. I II II I I I I I I I I I IL--------------JL------------JL--------------- ----JI L---------------------------------------------------- J PROPOSED ROOF PLAN SCALE: 1 /4"=1'-0" N 0 1 2 3 4FT GRAPHIC SCALE 1. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE -MANUFACTURED TRUSSES. 3. BRACED TO MANUFACTURER'S SPECIFICATIONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPARTMENT FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEER CALCULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H-1CLIPS AT ENDS, EVERY OTHER TRUSS, 48" O.C.. WHERE END TRUSSES ARE PARALLEL WITH WALL USE SIMPSON L30 @ MID- SPAN. 7. USE SIMPSON STC CLIPS @ ALL TRUSSES OVER NON -BEARING WALLS. 8. TRUSSES SHALL BE LEGIBLY BRANDED WITH MANUFACTURERS NAME, DESIGN LOADS. AND REQUIRED SPACING WITHIN 2'-0" OF THE CENTER SPAN ON THE BOTTOM CHORD. 9. TRUSSES TO BE NON ATTIC STORAGE TRUSSES. MAX. SPACE ABOVE THE BOTTOM CHORD TRUSS TO BE LESS THAN 42" HIGH AND 24" WIDE LOCATED IN THE PLANE OF THE TRUSS. ROOF VENT. CALCS. Ventilation Area Required 1/150 x (1392 SF) = 9.28 SQ.FT 9.28 x 144 = 1336 SQ.IN 50% @ Ridge = 668 SQ.IN Use continuos Ridge Vent 50 @ Eaves = 668 SQ.IN NOTE: ALL VENTING SCREENED PER CODE ROOF DIAPHRAGM SCHEDULE -7/16" SHEATHING GRADE PANELS - 8d NAILS @6" O.C. OVER WALLS AND AT SUPPORTED PANEL EDGES - 8d NAILS @12" O.C. FIELD PS HOME DESIGNS CUSTOM HOMES REMODELS ELS ADDITIONS 253- 282.2277 PAVEL2TRAVEL@GMAIL.COM SCALE: ENGINEERING: JON CONNER BLDG DEPT: CHECKED BY: PRINT DATE: 102122 REVISIONS 102122 ARCHITECTURAL PV5 I02122 STRUCTURAL PV5 BUILDER APPROVAL: DATE DATE OLUNER APPROVAL: DATE DATE j PLAN NUMBER 2124 PROJECT SAMUEL LULA RESIDENCE BUILDING AREA EXISTING MAIN LEVEL 1,392.00 SF 15827 70TH AVE W, EXISTING BASEMENT 660.00 SF EDMONDS WASHINGTON PROPOSED SECOND LEVEL 1,230.00 SF TOTAL 1 3,282.00 SF I I PN# 0051310000-3716 EXIST. UNFINISHED BASEMENT 568.00 SF I I I PR 5P4 EE T1=!_ooT PANS EXIST. STORAGE RES69 SF Deco SHEET NUMBER: EXIST. COVERED PATIO £6'�� SF CITY OFM E T SERVICES A 2 c 1 DEVELOPMENT SERVICES EXIST. PATIO DEPAR'61vElEfT.00 SIF ii L �7 � PROPOSED UNCOVERED DECK 293.00 SF TOP ADF-R1DjGE- T.O.P WINDOW HT SECOND LEVEL F.F T.O.P N 4 0 1/2" PER 12" SLOPE 1/2" PER 12" SLOPE MAX HEIGHT ALLOWED LOCATION OF HOUSE ADDRESS OR NUMBER TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ELEVATIONS NOTES 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER STRUCTURAL PLAN & SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY & WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. CHAPTER 10. 3. CAULK ALL EXTERIOR JOINTS & PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C. R703.4. 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R903.2 & R903.2.1. 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR & GARAGE -INTERIOR DOORS. 7. PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS @ ALL EAVES, TYP. _ 8. SEE SHEET A0.0 FOR ADDITIONAL NOTES. - - NOTE: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRE GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. EXIST. WINDOW HT PER IRC - 301.5 CONCENTRATED LOAD. HANDRAILS - - - - - - - - - - - - - - - - - - - - - - - - - - - - AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. MAIN LEVEL F.F T.O.P ------------------ AVERAGE GRADE 363.35' BASEMENT LEVEL F.F N 4 PROPOSED NORTH ELEVATION SCALE: 1 /4"=1'-0" 1/2" PER 12" SLOPE 112" PER 12" SLOB ' I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED SOUTH ELEVA SCALE: 1/4"=1' O* MAX HEIGHT ALLOWED R312.2.1 - WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTION OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24" OF THE FINISHED FLOOR. RESUB Dec 02 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PS HOME DESIGNS CUSTOM HOMES REMODELS ADDITIONS 253 282 2277 PAVEL2TRAVEL@GMAIL.COM 5CALE: 1/4" = 1'-0" ENGINEERING: JON CONNER BLDC DEPT: CI4EGKED BY: PRINT DATE: 102122 REV1610N6 10.21.22 ARC4TECTURAL Pv5 10.21.22 STRUCTURAL PVS BUILDER APPROVAL: DATE DATE OWNER APPROVAL: DATE DATE j PLAN NUM5ER 2124 PROJEGt SAMUEL LULA RESIDENCE 15827 70TH AVE W, EDMONDS W A S H I N G T 0 N PN# 0051310000-3716 514EET TITLE: PROPOSED ELEvATION5 SWEET NUMBER: A-2,2 363.35 — — — — —TOP-OF RIDGE— — T.O.P WINDOW HT SECOND LEVEL F.F — EXIST. WINDOW HT MAIN LEVEL F.F — — T.O.P ----------------------- AVERAGE GRADE 363.35 — — — — — BASEMENT LEVEL F.F PROPOSED EAST ELEVATION SCALE: 1/4"=1'-0" I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED WEST ELEVATION SCALE: 1 /4"=1'-0" Iu/_W: on14101so I_\I11136]►i►/4PC' MAX HEIGHT ALLOWED %388.35' LOCATION OF HOUSE ADDRESS OR NUMBER TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ELEVATIONS NOTES 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER STRUCTURAL PLAN &SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY & WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. CHAPTER 10. 3. CAULK ALL EXTERIOR JOINTS & PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C. R703.4. 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R903.2 & R903.2.1. 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR & GARAGE -INTERIOR DOORS. 7. PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS @ ALL EAVES, TYP. 8. SEE SHEET A0.0 FOR ADDITIONAL NOTES. NOTE: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRE GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. PER IRC - 301.5 CONCENTRATED LOAD. HANDRAILS AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. R312.2.1 - WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTION OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24" OF THE FINISHED FLOOR. RESUB Dec 02 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PS HOME DESIGNS CUSTOM HOMES REMODELS blip ADDITIONS 253 282 2277 PAVEL2TRAVEL@GMAIL.COM 5GALE: 1/4" = 1'=0" ENGINEERING: JON CONN€R BLDG DEFT: CI4EGKED 51': PRINT DATE: 1021.22 REv1510N6 102122 ARG4TEGTURAL Pv5 102122 STRUCTURAL Pv5 BUILDER APPROVAL: DATE DATE OUINER APPROVAL: DATE DATE PLAN NUMBER 2124 PROJECT SAMUEL L U LA RESIDENCE 15827 70TH AVE W, EDMONDS W A S H I N G T 0 N PN# 0051310000-3716 6�4EET TITLE: PROP05ED ELEvATION5 514EET NUMBER: A-2,3 EXTERIOR - HARDI PANEL - VAPOR BARRIER - SHEATHING PER STRUCTURAL - 2x6 FRAMING W/ R-21 MIN BATT - 5/8" GWB - PAINT E TYP WOOD FRAMED EXT. WALL SCALE: 1"=1'-0" FOOTING PAD SCHEDULE 36 ------ ------ 36"X36'X12" CONC. FTG WI(3) #4 E.W. 12K CAPACITY a ------ -------- POST PER PLAN LEGEND ® =4X4 DF#2 � =2X6 STUDICOLUMN ® =(2)2X6 DESIGNATOR =13M DF#2 ® =(3)2X6 ® =(4)2X6 INTERIOR - 1/2" GWB - (SHEATHING PER STRUCTURAL WHERE APPLIES) - 2x4 FRAMING - (SHEATHING PER STRUCTURAL WHERE APPLIES) - 1/2" GWB - PAINT TYP WOOD FRAMED INTERIOR WALL 2x4 W2 SCALE: V= -0" POST PER PLAN BC60 BASE 2X10 FLAT A35 EA. SIDE TREATED6X6 REINFORCEMENT PER PLAN ABU66 BASE Z\ a4 a -----s--------� Wa v4 1�I-1�ItI�I-1�I-1�I—I�1-1�1-1�1�1�1-1�1 EXTERIOR - STANDING SEAM METAL ROOF W/ BONDING PREP PER MFR SPECIFICATIONS 3" RIGID INSULATION (R-10 MIN.) SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL W/ R-28 MIN. BATT INSULATION IN DIRECT CONTACT WITH SHEATHING 5/8" GYPSUM WALL BOARD PAINT INTERIOR R-38 MIN. TOTAL ASSEMBLY RID ASSEMBLY (UN -VENTED) SCALE- V=1'-0" INTERIOR - PAINT - 1/2" GWB - 2x4 @16" O.C. FRAMING W/ R-13 BATT INSUL. - R-5 RIGID INSULATION - CONCRETE WALL / BASEMENT PER STRUCTURAL EXTERIOR R-21 MIN. TOTAL ASSEMBLY TYP WOOD FRAMED INTERIOR WALL 2x4 @ FINISHED BASEMENT SCALE: 1"=1'-0" INTERIOR - FLOOR FINISH PER PLANS - 6MIL VAPOR BARRIER - EXIST 4" CONCRETE SLAB - EXIST. R-10 INSUL. PERIMETER - EXIST. 4" MIN. GRAVEL CAPILLARY BREAK - EXIST. 24" OF STRUCTURAL BACK FILL R-10 MIN. TOTAL ASSEMBLY 1 PER PLAN �, I _ _ I MSCALE: OST DETAIL TYP EXISTING CONC. SLAB INTERIOR FLOOR V=1'-0" SCALE: 1"=l'-0" R' 1/2" PER 12" SLOPE - - —TO P-OGRZASnSE- -- -- -- -- -- - -- -- -- -- T.O.P ----- WINDOW HT A6 4 SECOND LEVEL-F.F T.O.P EXIST. WINDOW HT 0 EXISTING PATIO eQ iD CV - - MAIN LEVEL F.F 4 T_O _P - - - - BASEMENT LEVEL F.F — - TOR 0 RIDG€ - - - - - T.O.P WINDOW HT 0 0 " SECOND LEVEL F.F - - T.O.P EXIST. WINDOW HT 0 PROPOSED BEDROOM#4 EXISTING DINING ROOM PROPOSED HALLWAY A6 i I I I I w EXISTING LMNG ROOM PROPOSED PATIO IDECK F3 EXISTING ROOM EXISTING BONUS ROOM FIN( ISHEO (FINISHED BASEMENT) ws BASEMENT) tl A SECTION A4 SCALE:1/4"=1'-0" EXISTING PATIO � - = - Hrlmd� UMAL CHED. )-C-2000) =OAM INSULATION . SPRAY -IN FOAM FIED INSTALLER, IELS MUST BE MAIN LEVEL F.F - - T.O.P T =D �� IIIH o W3 I I � I EXISTING BATH / EXISTING WORK AREA F3 EXISTING BONUS ROOM I (UNFINISHED / (UNFINISHED (FINISHED BASEMENT) BASEMENT) ' BASEMENT) I I BASEMENT LEVEL F.F I A6 RESUB Dec 02 2022 CITY OF EDMONDS DEVELOPMENT SERVICES e SECTION DEPARTMENT A4 SCALE:1/4"=V-0" IPS HOME I DESIGNS CUSTOM HOMES REMODELS ADDITIONS 253 282 2277 PAVEL2TRAVEL@GMAIL.COM 5CALE: u4" ENGINEERING: JON CONNER BLDG DEPT: CHECKED BY: PRINT DATE: 10.21.22 REV1610N6 10,21.22 ARCHITECTURAL PV5 10,21.22 STRUCTURAL PV5 BUILDER APPROVAL. DATE DATE OWNER APPROVAL: DATE DATE j PLAN NUMBER 2124 PROJECT SAMUEL LULA RESIDENCE 15827 70TH AVE W, EDMONDS W A S H I N G T 0 N PN# 0051310000-3716 SHEET TITLE: SECTIONS SHEET NUMBER: A-4 PS HOME DESIGNS CUSTOM HOMES REMODELS ADDITIONS 253 282 2277 PAVEL2TRAVEL@GMAIL.COM 5C ALE: 1/4 = -O° ENGINEERING: JON CONNER 5LDG DEPT: CHECKED BY: PRINT DATE: 10.21.22 RE V 1510N5 10.21.22 ARCHITECTURAL PVS 10.21.22 STRUCTURAL PVS BUILDER APPROVAL: DATE DATE OWNER APPROVAL: DATE DATE PLAN NUMBER 2124 PROJECT SAMUEL LULA RESIDENCE 15827 70TH AVE W, EDMONDS WASHINGT0N PN# 0051310000-3716 SHEET TITLE: DETAILS 514EET NUMBER: A-6 Window. Slgllght and Door S~ule Pr.wcf Infr emilribn SAMUEL LUILA 15827 70TH AVE W , EDMONDS, WA 913026-4510 Ref. U-factor Exempt Swinging Door (24 sq, ft- max.) Exempt Glazed Fenestration (1 5 sq, if. max) Vertical Fenestration (Windows and doors) Component Descriotion Ref. U-factor UEL LULA 115827 70TH AVE W , EDMON0S, WA 98026-4510 I LU LASAJKIU E L @GhlAIL. CO M DINING WSEC 0.28 KITCHEN WSEC 0,28 LIVING WSEC 0.28 LIVING WSEC 0,28 BEDROOM #2 WSEC 0,28 BEDROOM #2 WSEC 0.28 BEDROOM i1i13 WSEC 0 28 BEDROOM #3 W SEC 0,28 STAIRS WSEC 0.28 WORK AREA BASEMENT W SEC 0.28 BONUS ROOM BASEMENT WSEC 0.28 Overhead Glazing (Skylights) Component "'I" lath Height Qt. Feet Feet Iaa_r Width Height Ot. Feet """Feel 2111111111111111111 i Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Uescrl tion tKBt. U-Tac w SKYLIGHT IVYSECIO.28 Width Height Ot_ Feet Ir"r' Feet In_t• Sum of 0verllread Grazing Area and UA Overhead Glazing Area Weighted U = UNAma Total Sum of Fenestration Area and UA (for hearing system sizing caleuladons) ENERGY CODE SUMMARY Table 406.2 Energy Credits (2018 Code) FENESTRATION U-FACTOR CEILING R-VALUE WOOD FRAMED WALL R-VALUE EXTERIOR WALL HEADERS FLOOR R-VALUE 0.28 R-38 R-21 INT R-10 RIGID AT INSIDE FACE OF HEADER, WHERE HDR IS NO FULL WIDTH R-38 INSUL. MIN. ►��_T:�et�1 Area UA •r 1 OEM$� • r 1 • 11 111 11 111 1 1 1 II 11 111 11 111 1r 1rl 11off111 415A N0.2 11 111 11 111 r r OEM, 1r 1rl 11 111 24,01 6,72 0,26 439,4 123,04 LIGHTING: MINIMUM 90% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS SimDle Heating 5vstem Size: Washinaton State This hwbng system siting calculstnr is basea on ere Pmw(ipbye RaWlim rrlenlis d the 2018 Waehingbw Sia31e Energy Cade (WSEC) and ACCA Manuals J and S This tool will caimiallo heating bolds only. ACCA procedures for siting cooing syslem should be used to dMsrminr cooling loads. Please laornplete the green drop -downs and bo,oels that are applicable bpour 'ecl. As u make selections in the Arop4owns W each section, scone val he one r9Yted for you. ( you do B ( ry s eons pip q ! sIQ i e r•gpener wriu_edu or 360)9 DUCTWORK: DUCTWORK IN UNCONDITIONED SPACES SHALL BE INSULATED w/ R-8 MIN. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. CONTROL: EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT EAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. NOTE: A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH SEC 401.3 IS REQUIRED TO BE COMPETED BY A DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN T OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. BUILDING AIR LEAKAGE AND TESTING: THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE AND BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE BELOW 5 AIR CHANGES PER HOUR PER SECTION R402.4.1.2 OF THE 2018 WASHINGTON ENERGY CODE. Prr�rr.f inrr�r.�rt�Giran (.oratri�:; �nf•ir SAMUEL LULA SWvEL LULA 25827 70TH AVE W, EOWNDS, WA 98026.4510 15927 70TH AVE W. EDMQN05. WA 90026-4510 LIRASAMVFI®GMNt.CaM Heating Syst*m Type: O A oew s saf Aa•o To we deftMbd indrullions kr each swilida plow yaw cursor an the ward ktdrucbans- Design Temperature lt"truabons Design Temperature Dfference (,1T) 46 EatmanAl ar • hebw (M d.p..yi - u s tir Dmun Twm Anee of Building Conditioned Flow Area •'su uct,ons Conditioned Fk3ar Area (sq R) Av■raW Coiling Hoo-9M CondrlloneO Volume il ALI­1 -''' Average Welling Helga (ft) 12,0 39 W OWng and Doom u-Factor X Ana = UA D280 415 116,31 Skylight u-Factor X Ar" Z UA nstmabom 05D 2a 12.00 Insulation Aftlo ufaaelor X Area = UA tnstrucbom No selection -- 8No* PJNW or Joist vaulted C9116ng1 U-Factor X Ikea UA 0,027 1.230 33.21 Above Grade Walls i••• rvww rJ U-Factor X Area UA insnvntaooa A -ts im-Rrt.w - I 0.0% J 2.822 14F,.A3 Floors U-Factor X Area UA inrtrvctaoru - I D LC�25 J W4 15 in Below Grads Walla ii...pqum ti U•Factor X Arco UA "' Ir tt a,lnbr - C. Cs 2 B60 27,72 Slab Below Grade swr r pwo t9 F-Faetor X L*2eUA Instruct one a 21 at 1W a Sd 0.303 199,98 Slab on Grade (see fiaum rl F-Fackw X Length UA Instrvcbons w sw o. a:�.o. ■ sus FVNM • Location of Ducts Duct Leakage Coerrici" l,l;G Sum of UA 561,15 Envelop* Flat Load 25 353 BW I Hour Figure 1. WINDOW SCHEDULE TAG LOCATION COUNT WIDTH HEIGHT EGRESS? TEMPERED? OBSCURE? OPERATION COMMENTS LEVEL 2 A BEDROOMS 3 6'-0" 4'-0" YES NO NO SLIDER B MASTER BATH 1 5'-4" 4'-8" NO NO NO SLIDER C MASTER BED 1 10'-0" 8'-0" YES YES NO SLIDING DOOR D HALLWAY 1 6-0" 8'-0" YES YES NO SLIDING DOOR 6'-0" 5 -4" 10'-01, --- - Y M o 00 o eo OI O I TEMPERED I D. TEMPERED CEILING LEVEL — CEILING LEVEL FLOOR LEVEL Air Leakage Heal Load 19.5W Boa 1 Hour Valwnex 0.8Jr.1Tx0O18 Building Design Heat Load 44.919 Btu) Hour Au, icala7c - orrvall:;cc hear iess Building and Dud Heat Load 44.919 Btu) Hour 1 Ducts An b xonaevAnad craco' silim o(bulildkv hee(Am ar 1. 10 R�rrae tlrartatrto and duct hoe( *)ass x 1.25 br heat amm fd ENERGY CODE SUMMARY Table 406.2 Energy Credits (2018 Code) FENESTRATION U-FACTOR 0.28 CEILING R-VALUE R-38 D O R-21 I NT �ti�li1l�IlV�RS R-10 RIGID AT INSIDE FACE OF HEADER, WHERE HDR IS NO FULL WIDTH FLOOR R-VALUE R-38 INSUL, MIN, CREDIT SELECTION: • 1.3. EFFICIENT BUILDING ENVELOPE = 0.5 CREDIT -VERTICAL FENESTRATION U=0.28 -FLOOR R-8 -SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB • 2.1 AIR LEAKAGE CONTROL AND EFFICIENT = 0,5 CREDIT LIGHTING: MINIMUM 00% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS DUCTWORK: DUCTWORK IN UNCONDITIONED SPACES SHALL BE INSULATED vrl R-8 MIN. DUCT LEAKAGE TEST RESULTS SHALL BE PROVI DIED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION, VENTILATION CONTROL: EACH DWELLING UNIT IS REQUIRED_ TO BE PROVDED WITH 'Z _ Pi • 3.5 HIGH EFFICIEN >aJi 1 l 5 I� E LJ J -AIR SOURCE, CEN WITH MIN. HSPF OF 11,00. PR�UWZ=DPFICATE TO BE COMPETED BY A 4.1 HIGH EFFICIENCY HVAC DISTRIBUTION ■ 0.5 CREDIT DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED SYSTEM WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION, • 5.5 - EFFICIENT WATER HEATING = 2,0 CREDIT BUILDING AIR LEAKAGE AND TESTING: -ELECTRIC HEAT PUMP WATER HEATER THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AI R LEAKAGE AND BE TESTED AND VERIFI ED AS HAM NG AN AI R a HEAT HP (FUEL W)RMALIZATION HEAT PUMP CREDIT) = 1.0 CREDIT LEAKAGE RATE BELOW 5 AIR CHANIGES PER HOUR PER SECTIONRESU R402.4,1.2 OF THE 2019 WASHINGTON ENERGY CODE.TOT/LL: = 6.0 CRIl�1T8 Dec 02 20 CITY OF EDMON PS HOME DESIGNS CUSTOM HOMES REMODELS ELS ADDITIONS ONS 253 282 2277 PAVEL2TRAVEL@GMAIL.COM SCALE: 114" = 1'-0" ENGINEERING: JON CONNER BLDG D€PT: CHECKED BY: PRINT DATE: 1021,22 REV161ON5 102122 ARCHITECTURAL PV5 102122 STRUCTURAL PV5 BUILDER APPROVAL: DATE DATE OWNER APPROVAL: DATE DATE PLAN NUMBER 2124 PROJECT SAMUEL LULA RESIDENCE 15827 70TH AVE W, EDMONDS W A S H I N G T 0 N PN# 0051310000-3716 5 H E E T TITLE: ENERGY INFO WSEC / WINDOW SCHEDULE SHEET NUMBER: A-7