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APPROVED BLD-BLD2020-1388+Architectural_Plan+1.21.2021_9.58.33_AM+2000781PROJECT DATA 8/31 /2020 SITE ADDRESS: 740 - 14" AAY S.E. EDMONDS, YgAA 118020 OWNER NAME: DAVID [TO AND ERIN PURSER CURRENT ADPRE55: SAME AS ABOVE TELEPHONE: 206-g01-4204 ASSESSOR5 PARCEL No. 3g0100001300 ZONING: R5-6 LEGAL DE5G: BEL AIRE DIY G BLK 000 D-00 - LOT 13 COUNTY: 5NOHOM15H JURISDICTION: CITY OF EDMONDS CONSTRUCTION TYPE: V - B OGCUPANGY: R5 / U (GARAGE/CARPORT) PROJECT DESCRIPTION: INSULATE AND FINISH NON -HEATED SPACE. MISG NEW AND REPLACEMENT WIN0OW5 AND DOORS. NEW HEATED SPACE 252 SQ FT PROJECT AREAS 50 FT HEIGHT LIMIT CALCULATION LIVING SPACE NEW EX15TINS TOTAL NO CHANGE TO EXISTING FIRST FL 252 1559 1-791 REF. DATUM BASE ELEVATION AVERAGE GRADE (SEE GALG) LIV. SP. TOTAL 232 155g 17g1 MAXIMUM HEIGHT LIMIT IN FT GARAGE 427 427 MAXIMUM HEIGHT ELEVATION GOV PORCH 96 96 MISC. TOTAL 525 523 LOT COVERAGE 50 FT IRG AND YSSEG 2015 NO CHANGE TO EXISTING HEAT SYSTEM: NEW F_LCd, F_F51ST- CLIMATE ZONE MARINE AREA 4 VERTICAL GL. 0.30 MAX GL % N/A OVERHEAD GL 0.50 HEADER R-10 CEILING R-4q VAULT R-55 LOT GALG NEW EXISTING TOTAL WALL (INT) R-21 BELOW CGR. R-21 HOUSE FLOOR R-30 SLAB EDGE R-10 GARAGE CHAPTER 6 GLAZING CALCULATION DECK ENERGY CREDITS REQUIRED 0.5 COV PORCH GREDIT METHOD 5A IMPERVIOUS SURFACE: NO CHANGE TO EXIST SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS R406.1 Scope. This section establishes options for additional criteria to be met for one- and two-family dwellings and townhouses, as defined in Section I01.2 of the International Residential Code to demonstrate compliance with this code. R406.2 Additional energy efficiency requirements (Mandatory). Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit : ........................1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: .................. 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 3. Large Dwelling Unit: ...................... 4.5 credits Dwelling units exceeding 5000'square feet of conditioned floor area. Exception; Dwelling units serving R-2 occupancies shall require 2.5 credits. -•110-4. Additions less than 500 square feet:. 0.5 credits The drawings included with the building permit application shall identify which options have been selected and the point value of each option, regardless of whether separate mechanical, plumbing, electrical, or other permits are utilized for the project. TABLE 406.2 ENERGY CREDITS OPTION DESCRIPTION CREDIT(S) 5a EFFICIENT WATER HEATING 5a: 0.5 All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.` To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. c. Plumbing Fixtures Flow Ratings. Low flow plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with die following requirements: I . Residential bathroom lavatory sink faucets: Maximum flow rate - 3.8 Umin (1,0 gal/min) when tested in accordance with ASME AI 12.18.1/CSA 13125.1. 2. Residential kitchen faucets: Maximum flow rate - 6.6 Umin (1.75 gal/min) when tested in accordance with ASME A112.18,1/CSA B125,1. 3. Residential showerheads: Maximum flow rate - 6.6 Umin (1.75 gal/min) when tested in accordance with ASME At12.18,1/CSA B125.1. AINCOA ,SNP EXTERIOR POOR SCoHMPULE ATTENTION: THI5 SCHEDULE 15 FOR ENERGY CODE GLAZING COMPLIANCE ONLY, AND 15 NOT INTENDED A5 PRODUCT ORDERING SPECIFICAT10N5. • SEE WORD ABBREVIATION INDEX ON PAGE 1 • PROVIDE HARDYVARE 4 ACCE55OZIE5 PER OWNER. • CODE LETTER = WINDOWS, CODE NUMBER = DOORS • PROVIDE WEATHER-5TRlPPING FOR EXTERIOR DOORS. • ONLY THERMAL DOORS ARE L15TED BELOW. • PROVIDE SCREENS FOR VENTING WINDOWS, DOORS AND SKYLIGHTS. • VERIFY SIZES AND QUANTITIES WITH PLANS. • PROVIDE MANUF. 5TD. MUNTIN GRILLS AS 5HOWN ON ELEVATIONS. • SEE ELEVATIONS FOR VENTING 4 CUSTOM SHAPES. • MANUP/ SUPPLIER SHALL PROVIDE CONTRACTOR WITH ROUGH • SEE FLOOR PLAN FOR ACTIVE DOOR PANELS 4 SWING. OPENING REQUIREMENTS AND INSTALLATION INSTRUCTIONS. NFRC GORE UNIT SIZE NO. WIDTH HEIGHT 50. FT. DE50RIPTION FRAME TYPE GLA55 TYPE A195P. FEATURES U VAL U x A A 6/O x 2/6 1 6.00 2.50 15.00 SLIDER XO VINYL 2 GL LOW E ARG 0.512 T56 0.2q 4.35 1 2/6 x 6/8 1 2.6-7 6.67 N/A UPPER LITE DOOR STL INSUL 2 GL N/A T56 N/A N/A 2 2/8 x 6/8 1 2.6'7 6.67 15.00 1-5/5" Sc, DOOR WOOD N/A N/A 5ELF-GL05ER N/A N/A 5 2/6 X 6/6 1 2,50 6,611 11.00 1-3/8" Sc DOOR WOOD N/A N/A SELF -CLOSER N/A N/A QUANTITY TOTAL: 4 AREA = 50.00 50. FT. TOTAL UA / AREA = UA AVERAGE = 0.2g0 UA TOTAL 4.35 ININDOA5: MILGARD BRAND VINYL DBL GLAZED, SUNCOAT MAX LOW E, ARGON FILLED EXTERIOR DOOR: STANLEY, THERMA-TRU OR EGUIV. STEEL OR FIBERGLA55 WITH RIGID INSULATION FILL., ROOD JAMS. Alterations Worksheet 2015 Washington State Energy Code The Washington State Energy Code requirements for alterations are located in Chapter 5 Alterations (remodels) do not need to obtain energy credits from Table R406.2 Additions must meet the requirements for new construction. This includes nonconditioned space being altered to become conditioned space. Will the wall cavities be exposed? ✓Yes F No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulation --�- 2 X 6 wall studs require R-21 insulation Will the roof/ceiling framing cavities or attic be exposed? WYes 1- No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member P_ jdD C> while allowing for the minimum 1" ventilated space Flat ceilings: Install R-49 insulation or what the attic space can accommodate based on the roof pitch Will the floor framing cavities be exposed? I- Yes l-1 -60 If yes: Exposed floor cavities must be insulated to R-30 P_'-lo (S'LA-6 Are the windows and/or doors being replaced? I<es r No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of !-0.30 Will the heating or cooling system be replaced? r- Yes V<o If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? f ' Yes M�o If yes: New water heating equipment must meet current code requirements - Are more than 50% of the light fixtures being changed? f- Yes If yes: 75% of all lamps must be high efficacy (LED or CFL) APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work Address Owner Approved Date Building Official Permit Number REMODEL W,ID]5EII M1Rt,%\'d &Wh ITO -------------------------------------------- 02/03/2021 --------------------------------- G04Qi& 1.111BYZIy411 1E01:1-01 RESUB Jan 21 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z LU 0 W U LU fD Mz I- 0 M WV LL �o ca w co Q� �Q m r- . 6 r o� �O N� W � Q �t UJ :E o ¢ LU VLU s NO o 11� Q S w &,31,zo REVISIONS (O=2l-00 12 - II -Za im 2 3. 4. 0 74 VES167N I -CAPS CODES 2015 IRr, INTERNATIONAL RESIDENTIAL- COVS, 20 [5.- ENERGY CODE AND V.I.A.0. GONE WITH Y4ASHINGTON STATE AMENDMENTS LIVE LOAD5 • ROOF-. 25 P5F (SNOW) • FLOORS: 40 PSF • SLEEPING ROOMS AND HABITABLE ATTICS: 30 PSF • ATTIC, WITH LIGHT STORAGE: 20 P5F • ATTIC WITHOUT 5TORA6E: 10 P5F • STAIR5: THE GREATER OF 40 P5F OR CONCENTRATED LOAD OF 500 LBS PER 4 5QUARE INCHES • DECKS AND BALGONIE5:00O FSF • GUARD AND HANDRAILS: HORIZ 2OO# PT. LOAD AT TOP • GUARDRAIL IN -FILL COMPONENTS: 50 LB5 PER 562 FT • 5A51G WIND SPEED: 85 MPH, EXPOSURE B (U.N.O.) • 5EI5MIG ZONE: USE GROUP 1, DESIGN CATEGORY D2 SOIL- * 501L BEARING GAPAGITY ASSUMED AT 1500 P5F IN PLANS OR PER REPORT BY QUALIFIED SOILS ENGINEER. • EARTH PRESSURE A55UMED AT 60 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALL5 AND 50 PGF FOR CANTILEVER RETAINING WALLS. CONCRETE • 3000 PSI MINIMUM COMPRESSIVE 5TREN6TH AT 28 DAYS, WHERE PLACEMENT 15 EXF05ED TO WEATHER, GARAGE AND CARPORT SLABS, PORCHES, STEPS AND RETAINING WALLS (TABLE R402.2.). • 2500 PSI MINIMUM AT OTHER CONCRETE, NOT EXPOSED TO WEATHER. • EXTERIOR WALKS AND SLAB5 TO BE AIR ENTRAINED NOT 1 E55 THAN 5% OR MORE THAN -7016. • MIX REQUIREMENTS: 5-1/2 SACK CEMENT PER GU YD, WITH MAXIMUM OF 6 GAL. WATER PER SACK. MAXIMUM SLUMP 4", MAXIMUM AGGREGATE SIZE 1-1/2" REINFORCING STEEL • ASTM A-615 GRADE 40 FRAMING LUMBER (UNLESS NOTED OTHERWISE) PLATES HF ##2 (P.T. AT CONG) MUD5[LL5 ON GONG P.T. HF #2 STUDS HF "STUD GRADE" JOISTS AND RAFTERS HF #2 PO5T5 AND HEADERS DF #2 BEAMS DF #2 GLU-LAM BEAMS (SIMPLE SPAN) 24F-V4 GLU-LAM BEAM5(OVE=RHANGIN6) 24F-VS DECK JOISTS P.T. DF #2 DEGK BEAMS P.T. DF #1 MASONRY • MORTAR: TYPE 5, 1 PC, 1/2 LIME PUTTY, 4 SAND. GRADE 40 STEEL CG EN ERAL. NOTES CONTRAGTOR SHALL VERIFY ALL EXISTING SITE CONDITION5 FOR COMPLIANCE WITH PLANS AND 517EGIFICATION5. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED 5ETBAGK5 AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MEGHANIGAL COMPONENTS. TH15 OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF D15GREPANOES, AMBIGUITIES OR OM155IONS IN THE PLANS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING 5GALE. PETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEWS. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE CURRENT CODE IN FORGE AND ALL APPLICABLE LOCAL CODES, WHIGH TAKE PRECEDENCE OVER NOTES,_5PBGIFIGATIONS AND DRAWING5. UNLESS A PROFE55IONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN WA5 DRAWN FROM GENERAL. SITE LANDMARKS AND 15 NOT TO BE CONSTRUED A5 A PROFESSIONAL SURVEY. THE GONTRAGTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT H15 DISCRETION, REQUEST THE OWNER TO PROVIDE A PROFE55IONAL SURVEY TO DETERMINE 5ETBAGK5 AND/OR OTHER ZONING RESTRICTIONS. THE CONTRACTOR SHALL SECURE ALL NECE55ARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVI51ON5 OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL HAVING JURISDICTION. THE CONTRACTOR SHALL VERIFY 51ZE AND LOCATION OF ALL REQUIRED OPENIN65 IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFAC,TURER'S RECOMMENDATIONS. THESE DRA NINC55 ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARGHITEGT. PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHIBITED WITHOUT PERM155ION IN WRITING FROM THE ARGHITEG7. CGENERAL. GONSTRUGTION NOTES ❑ A. 51TE GONDITION5 AND SITE WORK ❑ G. VENTILATION AND ACCE55 ❑ O. TRU55E5 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER 1. VENTILATE GRAWL SPACES AND OVERHANGING FLOORS WITH 1. PRE -FABRICATED TRUSSES SHALL BE OE51ONEP BY A FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN 5GREENED OPENIN65 NOT LE55 THAN 1 5Q. FT. NET CLEAR WA5HINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN LOADS", OR IF EXCF-551VE GROUND WATER 15 PRESENT, AREA FOR EACH 300 50. FT. OF UNDER FLOOR AREA ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT CON TACT THIS OFFICE BEFORE PROCEEDING. D15TRIBUTE OPENIN65 APPROXIMATELY EQUAL ALONG- THE COMPLETE SHOP DRAWING5 WITH ENGINEE.R'5 SEAL FOR ALL FOOTINGS SHALL EXTEND TO BELOW THE FR05T LINE AND LENGTH OF AT LEAST TWO OPP051TE 5IDE5 AND ONE OPENING APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE ALL BEAR ON UNDISTURBED, NATIVE SOIL. SHALL SH WITHIN 3 FT OF EVERY CORNER. STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY 2. DO NOT BAGKFILL UNTIL WALLS HAVE SEEN ADEQUATELY COVER WITH 1/4" CORR0510N-RESISTANT WIRE MESH AT CONTROL AGENCY SUCH AS WA5HINGTON WOOD TRU55 BRACED OR HAVE BEEN DE5IGNF=D TO RESIST LATERAL EARTH CRAWL SPACE OPENINGS. FABRICATORS COUNCIL. PRESSURE. BAGKFILL MATERIAL SHALL BE GLEAN, PERMEABLE PROVIDE 18" X 24" MIN. GLEAR ACCESS THRU FLOOR OR 16" X 2, CONTRACTOR TO VERIFY SPANS PRIOR TO FABRICATION. AND FREE OF ORGANIC MATERIALS. 24" THROUGH WALL TO UNDER FLOOR AREAS, 24" 3. APPROVED HANGER5 MUST BE USED AT ALL CONNECTIONS OF 3. CH INSTALL A 4 INCH DIAMETER PERFORATED PERIMETER DRAINS AU. 3. VENTILATE ATTIC SPACES WITH NET CLEAR AREA EQUAL TO RAFTERS, JACKS, OR HIP TRUS5E5 TO A MAIN GIRDER TRUSS. IN ONEFT. DRAIN GRAVEL PER LINEAL FT. WITH FILTER IN ONE GRAVEL 1/150TH OF THE ATTIC AREA, EXCEPT THE NET AREA W%Y BE NON -BEARING PARTITIONS BELOW TRUSSES SHALL BE OVER. PROVIDE SEALED SEPARATE DOWNSPOUT AND SEALED DON SFOUTYSTEM 1/300TH, PROVIDED 50% :. 15 96" ABOVE EAVES, WITH SEPARATED FROM TRUSS WITH SIMPSON 5TG CLIPS. SURFACEA5 FABRIC); DRAINAGE AND/OR TE THE BALANCE IN THE EAVES. 4. TRU55E5 5HALL BE BRACED TO PREVENT ROTATION AND BY LOCAL CODE. 3. WHEN A 30" OR MORE GLEAR ATTIC HEIGHT EXISTS FROM THE PROVIDE LATERAL 5TA51LITY AND INSTALLED IN ACCORDANCE TOP OF CEILING J015T5 TO UNDERSIDE OF ROOF AND A 30+ WITH THE INDIVIDUAL TRU55 DESIGN PROVIDED BY THE ❑ B. GONGRETE 50 FT AREA, PROVIDE AN AGGESSIBLE PANEL 22" X 30", WITH MANUFACTURER. 30" CLEAR HEIGHT ABOVE. PROVIDE INSULATION RETAINER, R- 1. CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 2 4q BAIT AND WI=ATHER-STRIP. ❑ P. SKYLIGHTS 1NCH PLINTHS ADJACENT SLABS, 8 INGH PLINTHS AT OPEN EARTH 66 INCH 1F POST 15 PRESSURE TREATED), AND INSTALL H. 5AFETY GLAZING 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED (TOP), SILL PLATES AT LEAST 6 INCHES ABOVE FIN15HED GRADE OR 2 LAMINATED GLASS WITH MIN. 0.015" POLYVINYL 13UTYRAL INCHES ABOVE SLABS. DAMP-PROOF EXTERIOR OF BASEMENT' 1. TEMPERED SAFETY 6LA55 SHALL BE INSTALLED IN INNER LAYER (BOTTOM). WALLS AND WALL-5 RETAINING EARTH ADJACENT HAZARDOUS LOCATIONS AND SUBJECT TO HUMAN IMPACT, 2, PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER GRAWL5PAGES WITH TWO COATS OF ASPHALTIC EMULSION GLAZING IN DOORS, GLAZING WITHIN A 24" ARC, OF FLASHED AT TOP AND BOTTOM AND STEP -FLASH SIDES. UNLESS A SPECIFIC WATERPROOFING SYSTEM E5 5PEGIFIED IN DOOR, GLAZED AREAS > q SQ. FT. WHEN LESS THAN 18" THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE THE PLAN5. ABOVE A WALKING SURFACE, PER 150ARG R508.4. LOWER END. INSTALL PER MANUFACTURER'5 INSTRUCTIONS, 2. INSTALL STEEL REINFORCING PER A.C.I. STANDARD PRACTICE. 2. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY FINISH AND FLARE WELL TO CEILING PER PLANS, SPLICE CORNER AND CONTINUOUS 5AR5 WITH A MIN. OF 30 MARKED PER IBC,/IRE R308.1. BAR DIAMETERS. MINIMUM BAR CONCRETE COVER 15 5" TO ❑ 0. EMERGENCY EGRE55 EARTH, 2" TO WEATHER, 1" TO OTHER. ud I. ELECTRICAL 5. ANCHOR BOLTS TO BE EMBEDE.D A MINIMUM OF i INGHE5 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE 1. EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC, U.N.O., TWO 50LT5 MIN. PER PLATE, PLACE WITHIN 12" FROM ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE SHALL HAVE ONE OPENABLE EMERGENCY ESCAPE AND RESCUE ENDS BUT NOT LESS THAN -7 DIAMETERS TO END. AND PROVIDE REQUIRED ORGUIT5 AND AMPERAGE PER N I.E.G„ OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL HEIGHT 4. NEW FOOTINGS 5HALL EXTEND TO A DEPTH THAT WILL NOT STATE AND LOCAL ENERGY CODES, AND MANUFACTURER'S OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF 5.-E 5Q. IMPOSE LOADS ON NEW OR EXISTING BASEMENT OR RETAINING IGATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND FT., MIN. CLEAR HEIGHT OF 24", MIN. CLEAR WIDTH OF 20" AND WALL5 UNLE55 SPECIFICALLY DETAILED IN THE PLANS. NS. SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL 5. TIE NEW FOOTINGS TO EXISTING FOOTINGS AT ALL EGUIPMENT. EQUIP TOOLS OR KEYS, GRADE FLOOR OPENINGS MAY HAVE NET INTERSECTIONS WITH A MINIMUM OF TWO #4 PINS AT FOOTING ❑ CLEAR MIN. OPENING OF 5 50. FT. AND TWO #k4 PINS AT WALL, EMBED PINS 4 INGHE5 MINIMUM IN J. MEGHANIG�4L EPDXY GROUT. 1. WARM AIR FURNACE OR 6A5 H.W. TANKS SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS 2f R. SMOKE ALARM5/DETECT0R5 AND OARB0N MONOXIDE ALARM5/DETEGT0R5 2( G. LUMBER AND DIRECT OUTSIDE COMBUSTION AIR PER CODE. AND MANUFACTURER'S 5PEGIFIGATIONS. 1. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING 1. FRAMING LUMBER TO BE KILN DRIED TO lR% MOISTURE T 2• GAS APPLIANCES IN GARAGE SHALL BE ON A 15" HIGH AREA AND CENTRALLY LOGATED IN THE CORRIDOR OR AREA CONTENT, GRADED PER STD, CRIED CONTENT, RULES PER , & PLATFORM. IF APPLIANCE 15 IN LINE OF VEHICLE TRAFFIC, GIVING ACCESS TO EACH SLEEPING AREA. WHERE AN AGGE5S W.W.P.A. A5 APPLICABLE. PRLES GRADE PROVIDE A B" Q GONG FILLED STEEL BOLLARD. CORRIDOR OPENS INTO A ROOM WITH A CEILING q0" OR AND SPECIES A5 PER FRAMING PLANE, GENERAL NOTES, 3. AIR DUCTS PENETRATING GARAGE TO HOUSE: SEPARATON HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR AND DF51GN LOAD CHART, SHALL PAMPER-5.WEL E 26 GAUGE MIN. OR HAVE APPROVED DAMP5. WI SHALL BE PLACED IN EACH. DWELLINGS NTH MORE THAN ONE 2. PECK SILAN DECK PLATES, SUB -STRUCTURES, POSTS AND BEAMS 4. DUCTING TO MEET MECHANICAL 5TD5 AND SYSTEMS AR1-0E BE STORY OR WITH A BASEMENT SHALL HAVE A DETECTOR EXPOSED TO ER AND WOOD IN CONTACT WITH NI BALANCED. CONTRACTOR 5HALL PROVIDE MECHANICAL INSTALLED AT EACH LEVEL AND IN CLO5E PROXIMITY TO THE CONCRETE SHALL BE PRESSURE TREATED WITH DUCTING, EQUIPMENT SIZING, HEAT LOSS GALGUL ATIONe AND STAIRS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED APPROVED APPROVED PRESERVATIVE. MANUFAGTURER'5 DATA ON EQUIPMENT EFFIGIENGY FOR AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOORS CLOSED. 3. BEAMS SHALL BEAR AN A.I.7.G. INSPECTION STAMP BUILDING DEPARTMENT REVIEW. 2, SMOKE DETECTOR5 IN NEW GON5TRUGTION SHALL BE DIRECT uf ........._ D. FRAMING 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROO�I5 WIRED TO BUILD[NG POWER WITHOUT A DISCONNECT SWITCH SHALL HAVE MECHANICAL EXHAUST, IN INSULATED, RIGID OTHER THAN FOR OVERGURRENT PROTECTION AND MUST HAVE 1. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END DUGTING TO EXTERIOR, WITH A BAGKDRAFT DAMPER, CAPABLE BATTERY BACK-UP. BEJARIN65 WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO OF 5 AIR CHANGES PER HOUR. 2. REMODELED OR ALTERED EXISTING BUILDINGS MAY HAVE PREVENT UPLIFT AND DISPLACEMENT. 6. DRYER 'EQUIVALENT EXHAUST DUCT LENGTH 15 TO BE F05TED BATTERY ONLY OPERATED DETECTORS WHERE DIRECT WIRING 2. PROVIDE LATERAL. SUPPORT FOR BEAMS, RAFTERS, AND WITHIN 6 FT OF DUCT CONNECTION. REQUIRE5 THE REMOVAL OF EX151TN6 INTERIOR FINISHES. JOISTS PER IRE R5021 AND PROVIDE TEMPORARY BRAGING -7. RAN6EHOOD5 IN EXCESS OF 400 GFM SHALL HAVE AUTO- 3. CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE AS REQUIRED UNTIL ALL PERMANENT GONNECTION5 AND CONTROLLED OUTSIDE MAKE-UP AIR. AND IN THE IMMEDIATE VIG[NITY OF 51 EFFING AREASAND Old r_,4Gi4 LoVEL+ 5TIFFENEF-5 ARE INSTALLED. ❑ 3. PROVIDE A MINIMUM J015T BEARING OF 1-1/2" ON WOOD, 3" ON ❑ K. PLUMBING 5. 5EGURITY CONCRETE. WOOD ENTERING CONCRETE OR MASONRY SHALL 1. PL UMBING CONTRACTOR SHALL SIZE ALL LINES. VE=NTE, 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOOR5 WITH A HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. AIRGAPS, AND GLEAN -OUTS PER CODE. MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS OPERABLE 4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. 2 RATES TO COMPLY WITH AG 51-46 SECTION 4C2.0 FLOW W WOUT SPECIAL KNOWLEDGI=, KEYS OR EFFORT. !7"1-I UNLESS NOTED, USE 10d NAILS AT 12" O.C. STAGGERED. TOILETS: 1.6 OFF (MAX), SHOWER5: 2.5 GPM (MAX), 2, PROVIDE AN OBSERVATION PORT @ 54"-66" ABOVE THE 5. 50LID BLOCK W/ 2X AT MIDPOINT OF 5TUDS OVER 10 FEET, LAVATORIES/FAUCET: 2.5 GPM (MAX). FLOOR AT SOLID, UNGLAZED ENTRY DOORS. BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND 5. HOT WATER TANK-5SHALLBE 51ZED BY INDUSTRY 5TT75 RAFTERS AT SUPPORTS. DOUBLE JOISTS UNDER PARALLEL JUSE AND BE BELED NAEGA APPROVED. FOR PROPOSEDLA T. GARAGE W GARAGE/ SEP�4RAT10N BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT 4. HOT WATER TANKS REQUIRE DUAL (HIGH AND LOW) 5EF5MiG OVERHANGING FLOORS. STRAPS 5EGURED TO STUDS, EXPAN51ON TANK, AND A 1. GARAGE TO DWELLING SEPARATION SHALL CONSIST OF 6, FIRE5TOP AND DRAFTSTOP TO GUT OFF ALL CONCEALEJ"J PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR). FIRETAPED 1/2" GWB, APPLIED TO THE GARAGE SIDE OF ALL HORIZONTAL AND VERTICAL OPENINGS AT GEILING5, FLOORS, GARAGE SURFACES ADJOINING DWELLING'S LIVING, ATTIC AND AND ATTIC,. PROVIDE VERTICAL FIRE5TOP5 AT 10' HORIZONTAL ❑ GRANL SPACES. INTERVALS AT WALL FURRING VOIDS. L. M015TUPE CONTROL 2. DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/8"+ THICK, FIRESTOP TOP, BOTTOM AND SIDES OF STAIRS WITH 2x 1. SHOWER5 SHALL HAVE A NON -ABSORBENT SURFACE TO A 50LID GORE, AND TIGHT FITTING. NOMINAL LUMBER. WEIGHT OF `72 INCHES ABOVE FLOOR. 3. GARAGE GEILIN65 COMPOSED OF 2x+ 5OLID-5AWN JOISTS AND E. METAL 00NNEGT0R5 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR SUPPORTING HABITABLE SPACE ABOVE, SHALL HAVE ONE UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE 5HO^lER5 DYER OF FIRETAPED 5/8" TYPE "X" GWB. ALL GARAGE POSTS, 1. ALL METAL CONNECTORS SHALL BE "SIMPSON OR AN WITH A SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED BEAMS, AND HALL-5 SUPPORTING HABITABLE SPACE SHALL APPROVED EQUIVALENT. FOR 12 HOURS. PROVIDE MILDEW F-ES15TANT CAULK AT +ILL HAVE ONE LAYER OF FIRETAPED 1/2" GWB. GARAGE GEILIN65 2. FRAME NAILING SHALL COMPLY WITH IBC/IRE R602.3.0) (2) TILE AGGE55ORIE5 COMPOSED OF I -JOISTS, WITH HABITABLE 5PAGE ABOVE, SHALL UNLESS NOTED OTHERWISE ON FRAMING PLANS OR HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X", GWB MIN. SHEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE ❑ M. BATH SAFETY 4. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE NAILS U.N.O. MINIMUM OR HAVE AN APPROVED DAMPER: 5, USE GUT WASHERS AT BOLTED CONNEGTION5. 1. HINGED SHOWER DOOR5 SHALL OPEN OUTWARD. DOOR5 ANCHOR BOLT WASHERS TO BE SQUARE; 5" X 3" X 1/4". AND 5HOMR. ENCLOSURES SHALL BE FULLY TEMPERED OR ❑ U. STAIR5 AND GUARDRAILS CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/5" 1 STAIRWAY5 SHALL HAVE MIN. WIDTH OF 36", A RISER HEIGHT OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED TEMPERED, 1/4" LAMINATED. OF 7-3/4" MAX., A MIN. TREAD LENGTH OF 10", AND 3/8" WITH CORROSION-RESISTANTW FASTENERS. 2. FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE MAXIMUM VARIATIONS. A TREAD NOSING OF 3/4" TO 1-1/4" 15 4. AGQ-C and D TREATED WOOD (ALKALINE COPPER QUAT) SKID-RE515TANT. PROVIDE SECURE BLOCKING FOR ALL REQUIRES CORROSION PROTECTED FASTENERS, BOLTS, AND GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 800 REQUIRED ON STAIRWAYS WITH SOLID RISER5 UNLE55 TREAD HARDWARE SUCH AS 51MP50N "ZMAX" OR HDG (HOT DIPPED LB. IMPACT LOAD. DEPTH 15 11" OR GREATER. GALVANIZED) OR 55TBCO (STAINLESS STEEL). 2. HANDRAIL5 SHALL BE PROVIDED ON AT LEAST ONE 51DE OF 1 ❑ N. FACTORY BUILT FIREPLACES / 5TOVES FLIGHTS WITH 4 OR MORE RISERS. LJ F. PLYWOOD }END DI PHRf�GM NAILING 5, HANDRAILS SHALL BE PLACED34" TO 55" ABOVE THE N051N65 1. UNITS SHALL BE U.L. LISTED PER UL12?, AND INSTALLED FER AND SPACED 1-1/2" MIN. OFF WALL W[TH A 1-1/2" TO 2" 1. ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING MANUFACTURER'S RECOMMENDATIONS AND REQUIRED DIAMETER, SMOOTH 6RA5P AND AT NEHEL OR 1-1/4" RETURN STAMP OF APA AND NAIL PER 1BG/1RC 602,3.(1),(2). CLEARANCES. AT ENDS. 2, PROVIDE DIAPHRAGM SHEATHING AND NAILING- (U.N.O.) 2. UNITS SHALL HAVE TIGHT -FITTING OLA55 OR METAL. DOCRS, 4. PROVIDE 80" MIN. GLEAR HEADROOM ABOVE N051NG5. FLOOR SHEATHING SHALL BE 3/4" T86 C-D-EXT-APA READILY ACCESSIBLE CONTROLS TO A TIGHT FITTING FLJE 5. AREAS 30" ABOVE GRADE (WITHIN 5 FT) OR ADJACENT FLOORS PLYWOOD WITH EXT GLUE, PI: 32/16, GLUE AND NAIL DAMPER, 6 INCH DIAMETER OUTSIDE COMBUSTION AIR OUCT TO PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF 36" AND 10d AT 6" O.G. EDGES, 10" D.G. FIELD. FIRE BOX, AND A 5/8 INCH THICK MIN. NON-COMBUSTIBLE INTERMEDIATE BALUSTERS OR RAILS SPACED 50 THAT A 4" ROOF SHEATHING SHALL BE 15/32" C-D-INT-APA PLYWOOD HEARTH EXTENSION THAT 15 READILY DISTINGUISHABLE FROM SPHERE CANNOT PASS THROUGH. WITH EXTERIOR GLUE, PI: 24/0, OR -7/16" 05B. 5URROUNDING FLOOR. 6. ENCLOSED USABLE 5PAGE UNDER STAIRS SHALL HAVE NAIL Sd AT 6" O.G. PANEL EDGES, 12" O.G. FIELD. 3. PROVIDE CHIMNEY SIZE AND CLEARANCES PER GDDE AND FIRETAPED 1/2" GWB, ON WALLS AND SOFFITS. PROVIDE WALL 5HE& HIND SHALL BE 15/32" C-P-INT-APA PLYWOOD MANUF. SPECS FOR INSTALLATION OF SOLID FUEL BURNING FIREBLOCKING IN CONGEALED SPACES BETWEEN STAIR R ES U B WITH EXTERIOR GLUE, PI: 24/0, OR -1/16" 055. APPLIANCES. STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS NAIL 8d AT 6" O.G. PANEL EDGE5, 12" O.G. FIELD. 4. FIREPLACES WITH GAS COMBUSTION ONLY SHALL BE ALONG AND IN LINE WITH RUN OF STAIRS. Jan 21 2021 INSTALLED PER I.M.G. AND MANUF. SPECIFICATIONS. CITY OF EDMONDS '--- - DEVELOPMENT SERVICES DEPARTMENT 3 0 Ltj m 0 U w r O 0 n a IU o V w r m lu a a N _A Q w cc Z lu O o o L) U AO w IL w lu " A w w 0 L1 o r a rr \ i N r a r O a r o w U 'i ui 0 uj uj U O 0 IL O O r Q � to li �11 4 z U..! JU Q >- U! tD < = z z o T m REVISIONS p �ZI-2-o l2•It.2o 2 SOUTH ELEVATION SCALE 1/4" = 1'- O" NEST ELEVATION SGAG-E 1/4" = 1'- O" �0 Z L-IT Its 00 up NORTH ELEVATION -SaALE 1/4" = 1'- O" u-6Xv I� Z)l( `7ojA 7 - _�j 11� Kj tj— A ��G_4N. G 5;6iI.OrP S A Ltd Li b. r '6� U65. bu'- F-� I.JL"P MWA r.Iif6•e"a'rwwww—��A-�l11���R ''=.�-���-���'a� I ) r. I L wb WAAIL' K4� 0-�-t lEb L-r 14:;' %tJ'�l ' -5c'k tjC P'rVyr1z- ACIIVAT�51D r—A � r-4 AV-44 5�X HAI � 0,00i� b �- ( o Wail Lin rvt,,j � L L1 Ey r /kj-5 Naz--5D rep �A SGALF- 1" = 11.011 ._ .......... 17 l p&f 1-17 SMOKE ALARMS I. SMOKE DETECTORS WITH AUDIBLE ALARMS SHALL BE LOCATED IN EACH SLEEPING AREA AND CENTRALLY LOCATED IN THE CORRIDOR OR AREI GIVING ACCESS TO EACH 5LEEPING _ AREA. WHERE AN ACCESS CORRIDOR OPENS INTO A ROOM WITH A CEILING QO" OR HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR SHALL BE PLACED IN EACH. DWELLIN65 WITH MORE THAN ONE STORY OR WITH A BA5EMENT SHALL HAVE A DETECTOR INSTALLED AT EACH LEVEL AND IN CLOSE PROXIMITY TO THE STAIRS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOORS CLOSED. 2. SMOKE DETECTORS IN NEW CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING POWER WITHOUT A DISCONNECT SWITCH OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE BATTERY BACK-UP. 3. REMODELED OR ALTERED EXISTING BUILDINGS MAY HAVE BATTERY ONLY OPERATED DETECTORS WHERE DIRECT WIRING REQUIRES THE REMOVAL OF EXI5ITN6, INTERIOR FINl5HE5. CARBON MONOXIaE AI -ARMS 1. CARBON MONOXIDE DETECTORS WITH AUDIBLE ALARMS SHALL BE IN5TALI ED OUTSIDE OF, AND IN THE VICINITY OF, EACH 5LEEPING AREA IN DWELLING UNITS WITH EITHER ATTACHED GARAGES OR FUEL -FIRED APPLIANCES. 2. AT LEAST ONE DETECTOR WITH ALARM SHALL BE INSTALLED ON EACH FLOOR iLEVEL-.. 5. I STATION WITH UL 034 AND NB I ALARMS STALLED PER I� C J MANUFACTURER'S INSTALLATION IN5TRUCTIONS AND BE HARDWIRED. Jan 21 2/021 jCITY OF EDMONDS V DEVELOPMENT SERVICES DEPARTMENT z 0 ARO"� w� = Z 0= =�6ELL �o mw F¢-.- s 0 w n LLJ U Lu O o v w a n m 0 AEL Aw z ul o O 0 A 0 t] a w w 'l� _w W w N U) ++nn � OC V■ \ i N � o Q T o L 0 r w U 7 w LL O l- z U REVISIONS p, ], Zo 12- Gt . Z.-�D • r-7& 2! k�' 0 m Gn w m O < 1�7�7 D-O �mm ''1^' �o Y/ Z,m0 IV C z O co m� m 0 —oDo U1 CO Q ZO �K4 ----------- K ) 0L-r ALBERT H. COHEN =MSISN GOMPAWYOF.5. 530 DAYTON STREET SUITE & EDMOND5, WPC g8020 ALBE-RT HILTON 60HEN, ARGFHTEGT TEL (425) Tf6-"f3"f3 I C) T Us ITO / PURSER RESIVF.NGE -140 - 14th W%Y S.ytl. EDMONP5 wA cfa020 DOCUMENT OF SERVICE - COPYRIGHT © AHC 2019 - UNAUTHORIZECi REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. Sass REGISTERED R c` ALBERT H. COHEN STATE OF WASHINGTON