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SEE REVISED APPROVED BLD PLN_RESUB 1+Architectural_Plan+9.22.2022_12.14.55_PM+3124009I7E5I67N l.OAflS GENSKA1. G0N5TRUGTI0N NOTE5 GODE5 2015 I.R.G. Y41TH ENA5HINGTON STATE AMENDMENTS. A. 51TE GONDITION5 AND SITE WORK ❑ G. VENTILATION AND ACCE55 ❑ 0. TRU55E5 2018 WASHINGTON STATE ENERGY CODE 1, IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH 1. PRE -FABRICATED TRUSSES SHALL BE DESIGNED BY A FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN SCREENED OPENIN65 NOT 1J=55 THAN 1 50. Fr. N5- CLEAR WASHINGTON STATE LICENSED STRUCTURAL. ENGINEER AND IN LOADS% OR IF EXCESSIVE GROUND WATER 15 PRESENT, AREA FOR EACH 300 50. FT. OF UNDER FLOOR AREA. ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT CONTACT THIS OFFICE BEFORE PROCEEDING. DISTRIBUTE OPENINC75 APPROXIMATELY EQUAL ALONG THE COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR LIVE LOADS ALL FOOTIN65 5HALL EXTEND TO BELOW THE FR05T LINE AND LENGTH OF AT LEAST TWO OPPOSITE SIDES AND ONE OPENING APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE SHALL BEAR ON UNDISTURBED, NATIVE SOIL. WITHIN 3 FT OF EVERY CORNER. STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY • ROOF: 25 PSF {SNOW) 2. DO NOT BACKFILL UNTIL WALLS HAVE BEEN ADEQUATELY COVER WITH 1/4" C^S ORROSION-RESISTANT WIRE MH AT GONTROL AGENCY SUCH AS Y%&6HINGTON WOOD TRUSS BRACED OR HAVE BEEN PE516NFJ7 TO RESIST LATERAL EARTH CRAWL SPACE OPENIN65. FABRICATORS COUNCIL. • FLOOR5: 40 PSF PRESSURE. BACKFILL MATERIAL SHALL BE CLEAN,•PERMEABLE 2. PROVIDE 18" X 24" MIN. CLEAR ACCESS THRU FLOOR OR 16" X 2. CONTRACTOR TO VERIFY SPANS, PRIOR TO FABRICATION. • SLEEPING ROOMS AND HABITABLE ATTICS: 30 PSF AND FREE OF ORGANIC MATERIALS. 24" THROUGH WALL TO UNDER FLOOR AREA-5. 3. APPROVED HANGERS MUST BE USED AT ALL GONNECTIONS OF • ATTIC WITH LIGHT STORAGE: 20 PSF 3. INSTALL A 4 INCH DIAMETER PERFORATED PERIMETER DR IN5 3. VENTILATE ATTIC SPACES WITH NET CLEAR AREA 5GUAL TO RAFTERS, JACKS, OR HIP TRU55E5 TO A MAIN GIRDER TRUSS. IN ONE. GU. FT. OF DRAIN GRAVEL PER LINEAL FT. WITH FILTER 1/150TH OF THE ATTIC AREA, EXCEPT THE NET AIZA MAY BE NON -BEARING PARTITIONS BELOW TRUSSES SHALL BE • ATTIC WITHOUT STORAGE: 10 PSF FABRIC, OVER. PROVIDE SEPARATE DOWNSPOUT AND SEALED 1/300TH, PROVIDED 50% TO 80% 15 56" ABOVE EAVES, WITH SEPARATED FROM TRU55 WITH 51MP50N 5TG CLIPS. • STAIRS: THE GREATER OF 40 P5F OR CONCENTRATED SURFACE DRAINAGE AND/OR RETENTION SYSTEM AS REQUIRED THE BALANCE IN THE EAVES. 4. TRU55E5 SHALL BE BRACED TO PREVENT ROTATION AND LOAD OF BOO L155 PER 4 SQUARE INCHES BY LOCAL CODE. 3. WHEN A 30" OR MORE CLEAR ATTIC HEIGHT EXISTS FROM THE PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE • DECKS AND BALCONIES: 60 P5F TOP OF CEILING J015TS TO UNDERSIDE OF ROOF AND A 30+ WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE • GUARD AND HANDRAILS: HOR1Z 200# PT. LOAD AT TOP B. CONCRETE 50 FT AREA, PROVIDE AN ACCESSIBLE PANEL 27 X 30", WITH MANUFACTURER. 50" CLEAR HEIGHT ABOVE. PROVIDE INSULATION RETAINER, R- • GUARDRAIL IN -FILL COMPONENTS: 50 L65 PER 50 FT 1. CENTER ALL P05T FOOTINGS UNLE55 NOTED AND PROVIDE 2 4Gi BATT AND WEATHER-STRIP. ❑ P. SKYLIGHTS • BASIC WIND SPEED: 85 MPH, EXPOSURE 13 (U.N.O.) INCH PLINTH5 ADJACENT SLABS, 8 INCH PLINTHS AT OPEN • SEISMIC, ZONE: USE GROUP 1, DE516N CATEGORY D2 EARTH (6 INCH IF POST IS PRESSURE TREATED), AND INSTALL Ed H. SAFETY GLAZING 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED, OR SILL PL.ATE5 AT LEAST & INCHES ABOVE FINISHED GRADE OR 2 LAMINATED GLASS PER SPECS. 501L INCHES ABOVE 5LAB5. DAMP-PROOF EXTERIOR OF BASEMENT 1. TEMPERED SAFETY GLASS SHALL BE INSTALLED N 2. PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER WALLS AND WALL5 RETAINING EARTH ADJACENT HAZARDOUS, LOCATIONS AND SUBJECT TO HUMAN IMPACT, FLASHED AT TOP AND E30TTOM AND STEP -FLASH SIDES. • SOIL BEARING CAPACITY A55UMED AT 1500 PSF IN PLANS GRANLSPAGES WITH TWO GOATS OF ASPHALTIC EMUI-51ON GLAZING IN DOORS, GLAZING WITHIN A 24" ARC, OF CLOSED THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE OR PER REPORT BY QUALIFIED SOILS ENGINEER. UNLESS A SPECIFIG WATERPROOFING SYSTEM 15 SPECIFIED IN DOOR, GLAZED AREAS > q 50. FT. WHEN LESS THNN 16" LOWER END. INSTALL PER MANUFACTURER'5 INSTRUCTIONS, • EARTH PRE55URE ASSUMED AT 60 PGF EQUIVALENT FLUID THE PLANS. ABOVE A WALKING SURFACE, PER IBCARG R308.4INSULATE, FINISH AND FLARE WELL TO CEILING PER PLANS. PRE55URE FOR BASEMENT WALLS AND 30 PGF FOR 2. INSTALL STEEL REINFORCING PER A.G.I. STANDARD PRACTICE. 2. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY �( CANTILEVER RETAINING LNALLS. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 MARKED PER 113CARC ;l! R308.1. I, 0. EMERGENCY EGRE55 I BAR DIAMETERS. MINIMUM BAR CONCRETE COVER 15 3" TO CONCRETE EARTH, 2" TO WEATHER, 1" TO OTHER. Ef IELECTRICAL 1. EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC 3. ANCHOR BOLTS TO BE EMBE..DED A MINIMUM OF 7 . INCHES SHALL HAVE ONE OPENABLE EMERGENCY ESCAPE AND • 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, U.N.O., TWO BOLTS MIN. PER PLATE, PLACE WITHIN 12" FROM 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL WHERE PLACEMENT 15 EXPOSED TO WEATHER, GARAGE ENDS BUT NOT LE55 THAN -1 DIAMETERS TO END. ADEQUACY OF EXISTING AND PROP05ED ELECTRICAL. SERVICE HEIGHT OF 44' ABOVE THE FLOOR, A NET CLEAR OPENING OF AND CARPORT SLABS, PORCHES, STEPS AND RETAINING 4, NEW FOOTING5 SHALL EXTEND TO A DEPTH THAT WILL NOT AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G., 5.7 50. FT., MIN. CLEAR HEIGHT OF 24", MIN. CLEAR WIDTH OF WALLS (TABLE R402.2.). IMPOSE LOAD5 ON NEW OR EXISTING BASEMENT OR RETAINING STATE AND LOCAL ENERGY CODES, AND MANUF. SPECS FOR 20" AND SHALL BE OPERABLE FROM THE IN51DE WITHOUT . 2500 PSI MINIMUM AT OTHER CONCRETE, NOT EXP05ED WALL-S UNLESS SPECIFICALLY DETAILED IN THE PLANS. PROPOSED PRODUCTS APPLIANCES AND EQUIPMENT. SPECIAL TOO 5 OR KEYS. GRADE FLOOR OPENINGS MAY TO WEATHER. 5. TIE NEW FOOTINGS TO EXISTING FOOTING5 AT ALL HAVE NET CLEAR MIN, OPENING OF 5 SQ. FT. • EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED NOT INTERSECTIONS NfA MINIMUM E TWO #4 PINS S, Ef FOOTING J. MECHANICAL LE55 THAN 596 OR MORE THAN '1%. AND TWO PINS AA T WALL, EMBED PINS 4 INCHES, IN R. SMOKE ALARMS/DETECTOR5 AND EPDXY GROO . W UT. 1ARM AIR FURNACE OR GAS,.W H. TANKS SHALL NOT BE CARBON MONOXIDE ALARM5/DETECTOR5 • MIX REQUIREMENTS: 5-1/2 SACK CEMENT PER GU YD, INSTALLED UNDER STAIRS AND SMALL HAVE PROPER VENTSWW�ITH MAXIMUM OF 6 GAL. WATER PER SACK. G. LUMBER AND DIRECT OUTSIDE GOMBUSTION AIR PER CODE AND 1. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING MAXIMUM SLUMP 4", MAXIMUM AGGREGATE 51ZE 1-1/2" MANUFACTURER'S SPECIFICATIONS. AREA AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA 1. FRAMING LUMBER TO BE KILN DRIED TO 1a% MOISTURE 2. GAS APPLIANCES IN GARAGE= SHALL BE ON A 18" Fr__H GIVING ACCESS TO EACH SLEEPING AREA. WHERE AN ACCE55 REINFORCING STEEL CONTENT, GRADED PER STD. GRADING RULES PER PLATFORM. IF APPLIANCE 15 IN LINE OF VEHICLE TRAFFIC, CORRIDOR OPENS INTO A ROOM KITH A CEILING QO" OR H.C.L.I.B. OR N.W.PA. AS APPLICABLE. PROVIDE GRADE PROVIDE A 3" d) CONG FILLED STEEL BOLLARD. HIGHER THAN THE CORRIDOR, OF, HAS A DOOR, A • ASTM A-615 GRADE (50 FOR SEISMIC 'D' AND SPECIES AS PER FRAMING PLANS, GENERAL -NOTES, 3. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL E PLACED IN EACH. DWELLINGS WITH MORE THANONE FRAMING LUMBER (UNLESS NOTED OTHERWISE) AND DESIGN LOAD CHART. SHALL. BE 26 GAUGE MIN. OR HAVE APPROVED DAMPERS. STORY OR WITH A BASEMENT SHALL HAVE A DETECTOR 2. BILL PLATES, DECK SU5-5TRU0TURE5, P05T5 AND BEAM5 4. DUCTING TO MEET MECHANICAL 5TVS AND SY5TEM5 ARE TO BE INSTALLED AT EACH LEVEL AND IN CLOSE PROXIMITY TO THE PLATES HE #2 (P.T. AT GONG) EXPOSED TO WEATHER AND WOOD IN CONTACT WITH BALANCED. CONTRACTOR SHALL PROVIDE MEGH/-NICAL STAIRS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED MUD51LL5 ON GONG P.T. HF #2 CONCRETE SHALL BE PRESSURE TREATED WITH AN DUCTING, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND STUDS HF "STUD GRADE" APPROVED PRESERVATIVE. MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY. AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOORS GLDSFJD. JOISTS AND RAFTERS HF #2 3. GLU-LAM BEAMS SHALL BEAR AN A.I.T.G. INSPECTION AN INTERCONNECTED CENTRALLY HEAT DETECTOR/ALARM SHALL BE HEADERS OF #2• STAMP ANIP SHALL BE "ARCHITECTURAL GRADE" WHERE 5• BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS INSTALLED GENTRA�LLY IN NF-YV ATTACHED GARAGES. POSTS AND BEAMS OF #1 EXPOSED TO VIEW OR PER SPECS. SHALL HAVE MECHANICAL EXHAUST, IN INSULATED, RIGID DUCTING TO EXTERIOR, WITH A BAGKDRAFI" DAMPE?, CAPABLE 2. SMOKE DETECTORS 1N NF_Y+E CONSTRUCTION SHALL BE DIRECT GLU-LAM BEAMS (SIMPLE SPAN) 24F-V4 OF 5 AIR CHANGES PER HOUR. WIRED TO BUILDING POWER WITHOUT A DISCONNECT SH[TGH GLU-LAM BFAMS(OVERHANGING) 24F V8 Ud D. FRAMING 6. DRYER 'EQUIVALENT EXHAUST DUCT LENGTH 15 TO BE POSTED OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE DECK JO15T5 AND LEDGERS P.T. DF #2 WITHIN 6 FT OF DUCT CONNECTION. BATTERY BACK-UP. DECK BEAMS P.T. DF #1 1. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END 7. RANGEHOODS IN EXCESS OF 400 GFM SHALL HAVE AUTO - BEARINGS WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO CONTROLLED OUTSIDE MAKE-UP AIR. 3. CARBON MONOXIDE ALARMS SHALL BE DIRECT WIRED AND MA50NRY PREVEENT UPLIFT 'AND DISPLACEMENT. INSTALLED OUTSIDE AND IN THE IMMEDIATE VIGINITY OF 2. PROVIDE LATERAL. SUPPORT FOR BEAMS, RAFTERS, AND � K. PLUMBING SLEEPING AREAS AND ONE ON EACH HOUSE LEVEL AND • MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 SAND. JOISTS PER 1RG R502.7 AND PROVIDE TEMPORARY BRACING INTERCONNECTED WITH SMOKE ALARMS. GRADE 40 STEEL AS, REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND 1. PLUMBING CONTRACTOR SHALL 51ZE ALL LINES, VENTS, INTERCONNECTION MAY USE WIRELESS TECHNOLOGY. STIFFENERS ARE INSTALLED. HOLES AND NOTCHES PER R502.8 AIR6AP5, AND GLEAN -OUTS PER CODE. 3, PROVIDE A MINIMUM JOIST BEARING OF 1•-1/2" ON WOOD, 3" ON 2, FLOW RATE5 TO GOMPLY WITH CURRENT CODE CONCRETE. WOOD ENTERING CONCRETE OR MA50NRY SHALL TOILETS: 1.6 OFF (MAX), SHOWERS: 2.5 GPM (MAX), Cd 5. SECURITY HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. LAVATORIE5/FALjCET: 2.5 GPM (MAX). 4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. 3. HOT WATER TANKS SHALL BE 51ZED BY INDUSTRY STUB 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS W]TH A UNLE55 NOTED, USE 10d NAILS AT 12" O.G. STAGGERED. FOR PROP05EJD USE AND BE LABELED NAEGA APPROVED. MINIMUM 1/2" THROW DEAD BOLT KEYS L LOCKS OPERABLE 5. 50LID BLOCK YV/ 2X AT MIDPOINT OF STUDS OVER 10 FEET, 4, HOT HATER TANKS REQUIRE DUAL (HIGH AND LOLL) SEISMIC HlTHOUT 5P1=GIRL KNOL^LLEDGE, KEYS OR EFFORT. �+ BELOW BEARING PARTIT10N5 PERPENDICULAR TO J015T5 AND STRAPS SECURED TO STUDS, F>CPAN510N TANK, A ID A 2. PROVIDE AN OBSERVATION PORT @ 54"-•66" ABOVE THE G�N�R, L NOTir +5 RAFTERS AT SUPPORTS. DOUBLE JOISTS UNDER PARALLEL PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR). FLOOR AT SOLID, UNGLAZED ENTRY DOORS. BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT OVERHANGING FLOORS. 1. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITION5 6. FIRESTOP AND DRAFT5TOP TO GUT OFF ALL CONCEALED Ef L. MOISTURE CONTROL T. GARAGE / DWELLING SEPARATION FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE HORIZONTAL AND VERTICAL OPENIN65 AT CEILINGS, FLOORS, 1. GARAGE TO DWELLING SEPARATION SHALL CONSIST OF CONDITIONS INCLUDE, SOIL, TOPOGRAPHY,TLG REQUIRED AND AT. PROVIDE VERTICAL F1RE5TOP5 AT 10' 1. SHOWERS SHALL HAVE A NON -ABSORBENT SURFACE TO A FIRETAPED 1/2" GHB, APPLIED TO THE GARAGE SIDE OF ALL 5ETBAGK5 AND IF APPLICABLE, THE DIMENSIONS OF E.XI5TIN6 HORIZONTAL INTERVALS AT WALL FURRING VOIDS. HEIGHT DE 72 INCHES ABOVE FLOOR. SURFACES ADJOINING DWELLING'S LIVING, ATTIC AND GE SURFA 5TRUGTURE5 AND THEIR STRUCTURAL AND MECHANICAL FIRESTOP TOP, BOTTOM AND SIDES OF STAIRS WWB WITH 2x 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR GARA&ARA SPACES COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO NOMINAL LUMBER. UNITS BEHIND TILE AT 5HOWER SURROUNDS. TILE Si LOWERS S. CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR WITT I A SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED 2. DOORS FROM GARAGE TO DWELLING SHALL BE 1•-3/8"+ THICK, OMISSIONS IN THE PLANS. FOR 12 HOURS. PROVIDE MILDEW RE515TANT CAULK AT ALL SOLID GORE, NG CCOMOO FITTING. 2- INRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING E. METAL CONNECTOR5 TILE ACCESSORIES. 3. GARAGE CEILINGS POSED OF 2Xr SOLID -SAWN JOISTS AND SCALE. DETAILS TAKE PRECEDENCE OVER PLAN AND SUPPORTING HABITABLE SPACE ABOVE, SHALL HAVE ONE 1. ALL METAL CONNECTORS SHALL BE "SIMPSON" OR AN LAYER OF FIRETAPED 5/8" TYPE "X" GWB. ALL GARAGE POSTS, ELEVATION AN5H . APPROVED EQUIVALENT. M. BATH SAFETY BEAMS, AND NAL.L.S SUPPORTING HABITABLE SPACE SHALL 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS 2 FRAME NAILING SHALL COMPLY WITH LBISARC R602.5.(1) (2) HAVE ONE LAYER OF FIRETAPED 1/2" GWB. GARAGE CEILINGS SHALL MEET AN EXCEED THE ACCEPTED INDUSTRY UNL F-55 NOTED OTHERWISE ON FRAMING PLANS OR 1. HINGED &HONER DOORS SHALL OPEN OUTWARD. i.00R5 COMPOSED OF I JOISTS, WITH HABITABLE SPACE ABOVE, SHALL STANDARDS AND SHALL MEET T EXCEED THE MINIMUM 5HEAR1^LALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE AND SHOVER ENCLOSURES SHALL BE FULLY TEMPERED OR HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X", GWB MIN, REQUIREMENTS OF THE CURRENT GORE IN FORGE AND ALL APPLICABLE LOCAL GORES, WHIGH TAKE PRECEDENCE OVER NAILS U.N.O. LAMINATED SAFETY GLAS5, MINIMUM THICKNE55 = 1/5" 4. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE NOTES, SPECIFICATIONS AND DRA NING5. 3. USE GUT NASHERS AT BOLTED CONNECTIONS. TEMPERED, 1/4" LAMINATED. MINIMUM OR HAVE AN APPROVED DAMPER. 4. UNLF-55 A PROFESSIONAL SURVEY AGCOMPANIE5 THE PLANS, ANCHOR BOLT NA5HERS TO BE SQUARE 3" x 3" x 1/4". 2. FLOOR TILES AT 5HONERS AND NET AREAS SHALL BE THE PLOT PLAN WAS DRAWN FROM GENERAL SITE LANDMARKS GONNEGTOR5 EXPOSED TO HEATHER SHALL BE GALVANIZED 5KID-RE-5I5TANT. PROVIDE SECURE BLOCKING FOR ALL ❑ U. 5TAIR5 AND GUARDRAILS AND IS, NOT TO BE CONSTRUED AS, A PROFESSIONAL SURVEY. OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 500 THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR W[TH GORR051ON-RE515TANT FASTENERS. LB. IMPACT LOAD. 1. STAIRWAYS SHALL HAVE A MIN. HIDTH OF 36", A RISER HEIGHT MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT THEIR 4. AC-0-0 and D TREATED WOOD (ALKALINE COPPER QUAT) OF 7-3/4" MAX., A MIN. TREAD LENGTH OF 10", AND 5/5" DISCRETION, REQUEST THE OWNER TO PROVIDE A REQUIRES CORROSION PROTECTED FASTENERS, BOLTS, AND MAXIMUM VARIATIONS. A TREAD NOSING OF 3/4" TO 1-1/4" 15 PROFESSIONAL SURVEY TO DETERMINE 5ET-BAGK5 AND/09 HARDNARE SUCH AS, SIMPSON "ZMAX " OR HDG (HOT DIPPED ❑ N. FACTORY BUILT FIREPLACES / STOVES REQUIRED ON STAIRWAYS WITH SOLID RISERS UNLESS TREAD OTHER ZONING RESTRICTIONS. 4 GALVANIZED) OR 55T300 (STAINLESS STEEL). 1. UNITS SHALL BE U.L. LISTED PER UL127, AND INSTALLED PER DEPTH 15 11" OR GREATER. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS MANUFACTURER'S RECOMMENDATIONS AND REQU„FED 2. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO F. PLYWOOD AND DIAPHRAGM NAILING CLEARANCES. FLIGHTS WITH 4 OR MORE RISERS. CONSTRUCTION, OF ANY RF-VI51ONS OR ADDED REQUIREMENTS 2. UNITS SHALL HAVE TIGHT -PITTING 6LA55 OR METAL DOOR5, 3. HANDRAIL5 SHALL BE PLACED 54" TO 35" ABOVE THE NOSIN65 REQUESTED BY THE BUILDING OFFICIAL HAVING JURISDICTION. I. ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING READILY ACCESSIBLE CONTROL5 TO A TIGHT FITTL11G FLUE AND SPACED 1-1/2" MIN. OFF WALL WITH A 1-1/2" TO 2" 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL STAMP OF APA AND NAIL PER IBC/ERG 602.3.(1),(2). DAMPER, & INCH DIAMETER OUTSIDE COMBUSTION AIR DUCT TO DIAMETER, SMOOTH GRASP AND AT NEWEL OR 1-1/4" RETURN REQUIRED OPE NIN65 IN FLOORS, WALLS AND ROOF KITH 2. PROVIDE DIAPHRAGM 5HEAT HING AND NAILING: (U.N.O.) FIRE BOX, AND A 3/5 INCH THICK MIN. NON-GOM13�J5TiBLE AT ENDS. PROPOSED MECHANICAL, PLUM HALL BE 5/4" T&G G-D-EXT-APA HEARTH EXTENSION THAT 15 READILY DI5TIN6UI5Hf6-3LE FROM 4. PROVIDE SO" MIN. CLEAR HEADROOM ABOVE N051NGS. PREFABRICATED ITEMS TO BE FANOLED AND P f E d m o nl�� EATI {1NALL " O.C. FIELD. N PA PIL SURROUNDING FLOOR. LYWOOD PROVMANUIDE SPECS EY SIZE OF SOLID FUEL BURNING 5 PROVEINTERMEDIATE ]BALUSTERS NITOR RAILS SPACED) DRADJACENT AFLOOR& MANUFACTURER'S RECOMMENDATIONS. 6' O.G. EDGES,1p D.G. FIELD. 3. PROVIDE CHIMNEY SIZE AND CLEARANCES PER GORE AND PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF 36" AND 7. THESE DRAWINGS ARE INSTRUMENTS OF SERV R PROPERTY OF THE ARCHITECT. FROTECTFn i IrrnEa n:.n,tnu WITH FX7ERIOR 61J1 PI: 24/O, OR 7/16" 058. APPLIANCES. SPHERE CANNOT PASS THROUGH. LAN, STATUTORY AND OTHER SERVED RIGHTS, INCL I�jMing Department NAIL 8d AT 6" O.G. P EL EDGES, 12" O.G. FIELD. 4. FIREPLACES NITH GAS COMBUSTION ONLY SHALL 5E 6. ENCL05ED USABLE SPACE UNDER STAIRS SHALL HAVE COPYRIGHT, REPRODUCTION O U5E OF THESE SERVICE'"' NAL.L 5HEATHIN6 &H LL BE 15/32" C-D-INT-APA PLYWOOD INSTALLED PER I.M.G. AND MANUF. 5PEGIFIGATION5. FIRETAPEJD 1/2" GWB, ON WALLS AND SOFFITS. PROVIDE DOCUMENT5 BEYOND THE SCORE: OF . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U-1.�_. __ - • 6PI: 24/0, OR 7/16" 055. FIREBLOCKING IN CONCEALED SPACES BETWEEN STAIR PROHIBITED WITHOUT PERMISSION lW IT'ING FROM' bU ADDITION AND REMO Lad AT b" O.C., I' EL FSJGE5, 12" O.G. FIELD. STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN 5TUD5 ARCHITECT. ALONG AND IN LINE WITH RUN OF STAIRS. -------------------------------------------------------------- do ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ -------------------------------------------------------- SPECIAL INSPECTION AGREEMENT FOR THIS PROJECT APPROVED Address 946 MAPLE ST IHAS BEEN GENERATED. PLEASE PROVIDE THE SI -------------------------------------------------- DOCUMENTS TO THE CITY INSPECTOR UPON REQUEST] PLANS MUST BE ----------------- ON JOB SITE Owner JEWELL APPROVED BY PLANNING RESUB -------------- ■1. SOILS - �.�.�.�.�.�.�.�.�.�.� Sep 22 2022 Approved Date; 10/13/2022 CITY OFEDMONDS ALL WORK SUBJECT - -==- ==- --__ =------=-==-==-==------: DEVELOPMENT SERVICES OBTAIN ELECTRICAL A SEPARATE PLUMBING PERMIT IS REQUIRED' Oct 12 2022 DEPARTMENT TO FIELD PERMIT FROM Building Official, D II . X44 INSPECTION FOR STATE LABOR &'------------------------------------------------------------ .FOR THIS PROJECT. PLEASE OBTAIN THE CODE COMPLIANCE INDUSTRIES,------------------------------------------------------- (PLUMBING PERMIT WITH THE CITY OF Permit Number' BLD2022-0877 ■EDMONDS. ----------------------------------------------------' i . . . . . . . . . . ■ �U W zz x Ix h�co 4c/Z'LZ REVISIONS 2 TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT° SECTION R406 ADDITIONAL. ENERGY EFFICIENCY REQUIREMENTS 2015 F=ITION KMII7F.NTIAL R402.2 Specific insulation requirements. In addition to the requirements of Section R402.1, insulation shall meet the specific requirements of Sections R402.2.1 through R402.2.1 1. R402.2.1 Ceilings with attic spaces. Where Section R402.1.1 would require R-49 in the ceiling, Installing R-38 over 100 percent of the telling area requiring Insulation shall be deemed to satisfy the requirement for R-49 wherever the full height of uncompressed R-38 Insulation extends over the wall top plate at the eaves. This reduction shall not apply to the U-factor alternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4. R402.2.1.1 Loose insulation In attic spaces. Open -blown or poured loose fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3 feet in 12 and there Is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. R402.2.2 Reserved. R402,2.3 Eave baffle. For air permeable Insulations In vented attics, a baffle shall be installed adjacent to soffit and save vents. Baffles shall maintain an opening equal to or greater than the size of the vent. The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid material. R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the Insulation. A wood framed or equivalent baffle or retainer Is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose fill insulation. Exception: Vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table R402.1.1. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 rascals). For this test only, the volume of the home shall be the conditioned floor area in ft2 (rn2) multiplied by 8.5 feet (2.6 m). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Once visual inspection has confirmed sealing (see Table R402.4.1.1), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Exception: For dwelling units that are accessed directly from the outdoors, other than detached one family dwellings and townhouses, an air leakage rate not exceeding 0.4 cfm per square foot of the dwelling unit enclosure area shall be an allowable alternative. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals) in accordance with RESNETIICC 380, ASTM E779 or ASTM El827, For the purpose of this test only, enclosure area to be calculated as the perimeter of the dwelling -unit, measured to the outside face of the exterior walls, and the centerline of party walls, times 8.5 feet, plus the ceiling and floor area. Doors and windows of adjacent dwelling units (including top and bottom units) shall be open to the outside during the test. This exception is not permitted for dwelling units that are accessed from corridors or other enclosed common areas. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other Infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open, access hatches to conditioned crawl spaces and conditioned attics shall be open. 4. Exterior or interior terminations for continuous ventilation systems and heat recovery ventilators shall be sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Exceptions: 1. Additions less than 500 square feet of conditioned floor area. 2. Additions tested with the existing home having a combined maximum air leakage rate of 7 air changes per hour. To qualify for this exception, the date of construction of the existing house must be prior to the 2009 Washington State Energy Code. R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors and outdoor combustion air. When using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. When using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled In accordance with UL 907. R402.4.2.1 Gas fireplace efficiency. All gas fireplace heaters rated to ANSI Z21.88 shall be listed and labeled with a fireplace efficiency (FE) rating of 50 percent or greater in accordance with CSA P.4.1. Vented gas fireplaces (decorative appliances) certified to ANSI Z21.50 shall be listed and labeled, Including their FE ratings, in accordance with CSA P.4.1. R402.4.4 Combustion air openings. Where open combustion air ducts provide combustion air to open combustion, space conditioning fuel burning appliances, the appliances and combustion air openings shall be located outside of the building thermal envelope, or enclosed in a room isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.1, where the walls, floors and ceilings shall meet the minimum of the below -grade wall R-value requirement. The door into the room shall be fully gasketed and any water fines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes Installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the International Residential Code. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be Type IC -rated and certified under ASTM E283 as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested at a 1.57 psf (75 Pa) pressure differential and shall have a label attached showing compliance with this test method. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. . GNrIMATS ZONE S;AI�U IytAlljVE'4� i E, , Fenestration U-Factors 0.30 Skylights U-Factor 0.50 Ceiling R-Value'. 49 21 Int Wood Frame Wallah R-Value Floor Ft Value 30 Below-Gradeo.h Wall R-value 10/15/21 int + 5TI3 Slabd,i R.-Value & Depth 10, 2 ff SECTION R502 ADDITIONS R502.1 General. Additions to an existing building, building system or portion thereof shall conform to the provisions of this code as those provisions relate to new construction without requiring the unaltered portion of the existing building or building system to comply with this code. Additions shall not create an unsafe or hazardous condition or overload existing building systems. An addition shall be deemed to comply with this code where the addition alone complies, where the existing building and addition comply with this code as a single building, or where the building with the addition uses no more energy than the existing building. Additions shall be in accordance with Section R502.1.1 or R502.1.2. R502.1.1 Prescriptive compliance. Additions shall comply with Sections R502.1.1.1 through R502.1.1.4. R502.1.1.1 Building envelope. New building envelope assemblies that are part of the addition shall comply with Sections R402.1, R402.2, R402.3.1 through R402.3.5, and R402.4. Exception: Where nonconditioned space is changed to conditioned space, the building envelope of the addition shall comply where the UA, as determined in Section R402A.4, of the existing building and the addition, and any alterations that are part of the project, is less than or equal to the UA generated for the existing building. R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the addition shall comply with Section R403. Exception: The following need not comply with the testing requirements of Section R403.3.3: 1. Additions of less than 750 square feet. 2. Duct systems that are documented to have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in WSU RS-33. 3. Ducts with less than 40 linear feet in unconditioned spaces. 4. Existing duct systems constructed, Insulated or sealed with asbestos. 11502.11.11.3 Service hot water systems. New service hot water systems that are part of the addition shall comply with Section R403.5. R502.1.1.4 Lighting. New lighting systems that are part of the addition shall comply with Section 404.1. R502.1.2 Existing plus addition compliance (Simulated Performance Alternative). Where nonconditioned space is changed to conditioned space the addition shall comply where the annual energy use of the addition and the existing building, and any alterations that are part of the project, is less than or equal to the annual energy use of the existing building when modeled in accordance with Section R405. The addition and any alterations that are part of the project shall comply with Section R405 In its entirety. R406.1 Scope. This section establishes additional energy eff€ciency requirements for all new construction covered by this code, including additions subject to Section R502 and change of occupancy or use subject to Section R505 unless specifically exempted in Section R406. Credit from both Sections R406.2 and R406.3 are required. R406.2 Carbon emission equalization. This section establishes a base equalization between fuels used to define the equivalent carbon emissions of the options specified. The permit shall define the base fuel selection to be used and the points specified in Table R406.2 shall be used to modify the requirements in Section R406.3. The sum of credits from Tables R406.2 and R406.3 shall meet the requirements of Section R406.3. R406.3 Additional energy efficiency requirements. 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: ........................................................................................... 3.0 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: ............................................................................ .. 6.0 credits All dwelling units that are not included in #1, #3 or#4. 3. Large Dwelling Unit: .......................................................................................... 7.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwelling units serving R-2 occupancies: .................... ...................................... 4.5 credits 5. Additions less than or equal to 500 square feet:.. .............................................. 1.5 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 406.3 ENERGY CREDITS CREDIT(S)OPTION DESCRIPTION All Other Group R•2 1. EFFICIENT BUILDING ENVELOPE OPTIONS Only one option from Items 1.1 through 1.7 may be selected In this category. Compliance with the conductive UA targets Is demonstrated using Section R402.1.4, Total UA alternative, where [1-(Proposed UA/Target UA)] > the required %UA reduction 1.1 Prescriptive compliance Is based on Table R402.1.1 with the following 0.5 0.5 mod cations; Vertical fenesiratlon U = 0.24. 1.2 Prescriptive compliance Is based on Table R402.1.1 with the following 1.0 1.0 modifications: Vertical fenestration U = 0.20. 1.3 Prescriptive compliance is based on Table R402.1.1 with the following 0.5 NIA modifications: Vertical fenestration U = 0.28 -Aw- Floor R-38 Slab on grade R-10 perimeter and under entire stab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1,4: Reduce the Total conductive UA by 5%. 5.3 Water heating system shall include one of the following: 1.0 1.0 Energy Star rated gas or propane water heater with a minimum UEF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water -heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300 Certified Solar Water Heating Systems or Water heater heated by ground source heat pump meeting the requirements of Option 3.3. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems, the calculation of the minimum energy savings. IPZ?`C T7A'l­ WINVO^ ANV EXTERIOR 1700R SGHEPULX ATTENTION: THI5 SCHEDULE 15 FOR ENERGY CODE 6L14ZING COMPLIANCE ONLY, AND 15 NOT INTENDED A5 PRODUCT ORDERING 5PECIFICATION5. • SEE WORD ABBREVIATION INDEX ON PAGE. 1 • PROVIDE HARDWARE 4 ACCESSORIES PER OWNER. • CODE LETTER = WINDOWS, CODE NUMBER = DOORS • PROVIDE WEATHER-5TRIPPIN6 FOR EXTERIOR DOORS. • ONLY THERMAL DOOR5 ARE L15TF_D BELOW. • PROVIDE SCREENS FOR VENTING WINDOW5, DOORS AND SKYLIGHTS. • VERIFY SIZES AND QUANTITIES WITH PLANS. • PROVIDE MANUF. 5TD. MUNTIN GRILLS AS SHOWN ON ELEVATIONS. • SEE ELEVATIONS FOR VENTING 4 CUSTOM SHAPES. • MANUF/ SUPPLIER SHALL PROVIDE CONTRACTOR WITH ROUGH • 5EE FLOOR PLAN FOR ACTIVE DOOR PANELS & 5AI116. OFENING RE0UIREMENT5 AND INSTALLATION INSTRUCTIONS. NFRG CODE UNIT SIZE NO. WIDTH HEIGHT 50. FT. DESCRIPTION FRAME TYPE 6LA55 TYPE AIR51'. FEATURES U VAL U X A A 3/O x 5/e, 1 5.00 5.50 10.50 51N6LE HUNG VINYL 2 GL LOW I-, ARG 0.512 0.25 2.94 B 2/6 x 4/0 1 2,50 4.00 10.00 CASEMENT VINYL 2 GL LOW E, ARG 0,812 EGRESS 0.28 2.80 G 2/6 X 4/0 1 2.50 4.00 10.00 CASEMENT VINYL 2 C7L LOW E, ARG 0.812 0.25 2.80 ]7 4/0 x 5/0 1 4.00 5.00 12.00 SLIDER XO VINYL 2 GL LOW E, ARG 0.512 0.25 3.36 E 4/0 x 3/0 1 4.00 5,00 12.00 SLIDER XO VINYL 2 GL LOA I-, ARG 0.812 REPLACE W/ T56 0.25 3.36 1 5/0 X 6/5 1 5.00 6.6'7 21.00 STORE DOOR AOOD 2 GL LOW E. ARG 0.500 T56 0.28 5.55 2 3/O x &/a 1 3.00 6.67 N/A 1-3/55C AOOD N/A N/A D. BOLT, VIEW PT N/A 3 3/0 X 6/5 1 5.00 6.6"7 N/A 1-5/5 5C, 20 MIN YNOOD N/A N/A SELF-01-05ER N/A 0UAN'nTY TOTAL: a AREA = -m.5o 50. Fr. TOTAL UA / AREA = UA AVERAGE = 0.28 UA TOTAL 21.14 iNINDOIN5: MILGARD VINYL D5L GLAZED WITH LOIN E 5UNGOAT MAX, ARGON FILLED DOOR: SIMP50N #1002 DBL GLAZED LOIN E ARGON T56 RES U B Sep 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT cri L �O y oa Vo 4 � Z� N Q'D W `� it r x =z z �Q �O � to to 14, l .?Z REVISIONS �k] f n ©� "At A, r.-,;), U i 1,4 ...___.__.._ _ ._..__..__....__ C, NOTE: ANY EXTERIOR (THERMAL) WALLS OPENED DURING THE COURSE OF CONSTRUCTION SHALL RECEIVE INSULATION APPROPRIATE FOR STUD DEPTH WITHOUT COMPRESBION: 2X4 STUDS = R-15 BATTS, 2X6 5TUD5 = R-21 BA71-5 e 6 r4 17 Lz_, I, IVIP arts P � I> 5191 Gv"t -r'�PI= x .` r� ef�,1&4; r 0 15W �,w O I , -Ii Z 2 f, NEW ADDITION TO FIRST FLOOR UNDER EXISTING SECOND FLOOR NEW BASEMENT ATTACHED ACCESSORY DWELLING UNIT (AADU) NEW LIVING- SPACE (COMMON AREA) AT EXISTING GARAGE FIRST FLOOR PLAN SCALE 1/4" = 1'- O" `I t 77 Sq Ft 566 Sq Ft 116 Sq Ft �b I � PROPOSED MECH SYSTEMS Provide a Mini -Split Unit for AADU with 6k for bedroom and 9k for living space. Installation under separate permit. AADU Bathroom to have a 500w electric toe -kick heater w/ T-Stat. Common Laundry room to have a 1000W in -wall electric heater with T-Stat. Close off existing basement registers from main furnace. Interconnect alarms for smoke detection and carbon monoxide on all levels and in both the main living quarters and the accessory dwelling unit. _i N 0 RZFERENCE NORTH RES U B Sep 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F n o-CL 0 cA a lu 0 0 a 7- a LU y lu a A o Cr _ o ■■v'',�, Q � a 0 w J W Ili tu lu K JU N lu Ir Q T '0 U U Lo L, 4- j z. ZL REVISIONS .23. 11 0 < " (n M T� -,, � 1 ' 1 Dmm NJVn Ago N a C <o 0 TT ncn N W A m i O 0 2 m 0 M T m (A C � N O ` z N c/)r ALBERT H. GOHEN VESICaN GOMFANYP.S. 330 DAYTON STREET SUITE 6 EDMONDS, WA. 98020 ALBERT HILTON COHEN, ARCHITECT TEL (425) f 16-7373 JEWELL RE5IPENGE 946 MAPLE 5TREET EVMON05, YVA 98020 DOCUMENT OF SERVICE -COPYRIGHT OAHC 2021- UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. 5496 REGISTERED ARCH 7ECT ALB RT H. COHEN i STATE OF MSHINGTON 0 < U' 7D Dmo N V� Azo N 0 N ��0 o O m N% W m C � N 1 O z ALSERT H. C OHEN DESIGN GOMPANYP.s. 550 DAYTON STREET BUITE 6 EDM0NV5, KA, g5020 ALBERT HILTON COHEN, ARCHITECT TEL (425) Tr6r75,?5 k\" � , JF.^F.LL RESIVENCE 4146 MAPLE STREET WMONVS, Wyk 98020 DOCUMENT OF SERVICE -COPYRIGHT BAHC 2021- UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. 5496 \ , REGISTERED 7t ARCHI7,ECT ALBERT H. COHEN STATE OF WASH]NGTON �� ZQ �i�b C ioo= n �W zz n= �w¢ _ r Lu 0 ,.� c Q LU 0 I7F.TAIL 5GALE I = 1'-O" ,SST E1IIIIIIIIIEVATION SCALE 1/4" = 11- O" TYPICAL HALL 2X& F.T. MUDSILL WITH 5/6" 0 A. BOLTS @ 4 FT O.G. EMBED '7" MIN., 12" FROM ENDS, 5" x 5" x 1/4" AASHERS. AT FT NOOD USE CORROSION PROTECTED FASTENERS: I.E., ZMAX, HDG, OR 55T300 --, • NEST ELMNIIATION SCALE 1/4" = l'- O" P.T_ 2x2 NAILER TYPICAL ON GRADE FLOOR: FLOOR FIN15H P/OWNER $ CONTRACTOR 4" GONG SLAB, 6"x&" #10X#10 YiYq. MESH AT MIDPT, 2 LAYERS LAPPED 6 MIL V.B. 4" COMPACTED GRAVEL AND SAND.(d'-V�C-W- RIGID R-10 INSULATION AT • -- ENT1p�u_ Sim% .� GRADE �1I�v�b ! MIL 7AfE> •� ��0�$�1� rl r fy) � G 11' (2) #4 BARS i #4 5AR5 HORIZ. @ 15" oc S p #4 BARS VERT. (D 46" oc �j YV/ ALT. STD. HOOK5 Oil r 3 CLEAR .c7 L 6 1-1r, DEPTH AS REQUIRED TO REACH I NATIVE, UNDISTURBED, BEARING SOIL, BELOW THE FROST LINE. 0 OF -TAIL SCALE 1" = 1'-O" RESUB Sep 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Y f 2 - 2-2- REVISIONS I SOUTH MwEVATIONN, SCALE 1/4" = 1'- O" NORTH ELM\/ATION 30ALS 1/4" = l'- O" EXTERIOR WALL 2X6 STUDS 2X6 2X4 INTERIOR PARTITION TYPICAL WALL INTER5ECT10N PLAN VIEW - NO SCALE CORNER BOARDS PER ELEVATIONS AND DETAILS SIDING AND SHEATHING (3) 2XO9 GWB TYPICAL EXTERIOR CORNER PLAN VIEW - NO SCALE fd F, W/ 2�, E Q T`f Cpx 5,�A;M I� �c tvt7x-., e... 1 6:4C., --� f/ p � 4, Y�,t� W/ r, AIL j RES U B Sep 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �r z w� T O N US N a¢ s� F wO m Q rn , �o n OL N� W� A� U o� �o Q lu< �Q cn In REVISIONS Rl r, 1 11 I S GONa FLOOR FKAMINa PLAN SCALE 1/4" = i'- D" TIS TO EXISTING FOUNDATON CONNECTION: PROVIDE (2) #4 PINS AT YVAI_L AND (2) #4 PINS AT FOOTING, EMSED 4 INGHE5 MINIMUM IN Er OXY GROUT, TYPIGAL. i REFEi�ENCE NORTH 0 z 0 wU �E F- S gwg a¢ �S �w L o� I �-vjiCD�--{0 Li Ili t-lf� Elin P-9 c4j'nj 6,cAje-- I;x,5 FOUNDATION PLANT SOLE 1/4" = 1'- O" RESUB Sep 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O N w lu uu a A o W w I-- �ul w JU w w w US T 43lz Tm- W r Q 1l1 lti w'z AP U olu f N rz z lu � 2 mo �m 12. ZZ REVISIONS