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APPROVED BLD RESUB2 BLD2022-0913+Architectural_Plan+9.8.2022_1.50.32_PM+3097632VESISsN L OAP5 GSNERAI. GON5TRUCMON NOTE5 COVES, Ud A. SITE CONDITIONS AND SITE WORK ,�( lJ G. VENTILATION AND AGGE55 � O. TRUSSES 2015 I.R.G. WIT! -I YVA51HINGTON STATE AMENDMENTS. 2015 WASHINGTON STATE_ ENERGY GODS 1, IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER "DE516N 1. VENTILATE GRAWL SPACES AND OVERHANGING FLOORS WITH SCREENED OPENING5 NOT LF-55 THAN 1 50. FT. NET CLEAR 1. PRE -FABRICATED TRU55E5 SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN FROM THE SOIL BEARING CAPACITY OUTLINED UNDER LOADS", OR IF EXCE551VE GROUND WATER 15 PREVENT, AREA FOR EACH 300 50. FT. OF UNDER FLOOR AREA. ACCORDANCE WITH THE PLAN REQUIREMENTS. 5UBMIT COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR CONTACT THIS OFFICE BEFORE PROCEEDING. ALL FOOTIN65 SHALL EXTEND TO BELOW THE FROST LINE AND DISTRIBUTE OPENINC75 APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND ONE OPENING APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE LIVE LO,AD5 2. SHALL BEAR ON UNDISTURBED, NATIVE 501L. DO NOT BAGKFILL UNTIL WALLS HAVE BEEN ADEQUATELY WITHIN 5 FT OF EVERY CORNER, COVER WITH 1/4" CORROSION -RESISTANT WIRE MESH AT STAMPED BY AN APPROVED. MANUFACTURER OR BY A QUALITY CONTROL AGENCY 5UGH A5 WASHINGTON WOOD TRU55 • ROOF: 25 PSF (5NOW) FLOORS: 40 P5F BRACED OR HAVE BEEN DESIGNED TO RE515T LATERAL EARTH PRESSURE. BACKFILL MATERIAL SHALL BE GLEAN, PERMEABLE 2. GRAWL SPACE OPENINGS. PROVIDE 18" X 24" MIN. CLEAR ACCESS THRU FLOOR OR 16" X 2. FABRICATORS COUNCIL. CONTRACTOR TO VERIFY SPANS PRIOR TO FABRICATION. • • HABITABLE ATTICS: 30 PSF SLEEPING ROOMS AND HAB!TA 5. AND FREE OF OR&ANIG MATERIALS. INSTALL A 4 INCH DIAMETER PERFORATED PERIMETER DRAINS 5. 24" THROUGH WALL TO UNDER FLOOR AREAS. VENTILATE ATTIC SPACES WITH NET CLEAR ARE, EQUAL TO WI 3, APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRU55E5 TO A MAIN GIRDER TRUSS. NON PARTITIONS BELOW TRU5SE5 SHALL BE • PSF WITH LIGHT STORAGE • ATTIC WITHOUT STORAGE: 10 PSF IN ONE GU. FT. OF DRAIN GRAVEL PER LINEAL FT. WITH FILTER FABRIC, OVER. PROVIDE SEPARATE DOWNSPOUT AND SEALED 1/150TH OF THE ATTIC AREA, EXCEPT THE NET AREA MAY BE 1/300TH, PROVIDED 50% TO 8096 15 36" ABOVE EAVES, WITH -BEARING SEPARATED FROM TRUSS WITH SIMPSON STG CLIPS. • STAIRS: THE GREATER OF 40 PSF OR CONCENTRATED SURFACE DRAINAGE AND/OR RETENTION SYSTEM A5 REQUIRED BY LOCAL CODE, 5. THE BALANCE IN THE EAVE5. WHEN A 30" OR MORE CLEAR ATTIC HEIGHT EX15T5 FROM THE 4. TRU55ES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE LOAD OF 300 LB5 PER 4 SQUARE INCHES TOP OF CEILING JOl5T5 TO UNDERSIDE OF ROOF AND A 30+ WITH THE INDIVIDUAL TRUSS DE516N PROVIDED BY THE • DECKS AND BALCONIES: b0 PSF d B. CONCRETE 50 FT AREA, PROVIDE AN ACCESSIBLE PANEL. 22" X 30", WITH MANUFACTURER. • GUARD AND HANDRAILS: HORIZ 200# PT, LOAD AT TOP 30" CLEAR HEIGHT ABOVE. PROVIDE INSULATION RETAINER, R- • GUARDRAIL IN -FILL COMPONENTS: 50 LB5 PER 50 FT 1. CENTER ALL P05T FOOTING5 UNLE55 NOTED AND PROVIDE 2 49 BATT AND WEATHER-STRIP. ❑ F. SKYLIGHTS • BASIC WIND SPEED. 85 MPH, EXPOSURE B (U.N.O.) INCH PLINTHS ADJACENT SLABS, S INCH PLINTHS AT OPEN EARTH 66 INCH IF P05T 15 PRESSURE TREATED), AND INSTALL H. 5AFETY GL,4.ZING 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED, OR • SEI5MIG ZONE: USE GROUP 1, DESIGN CATEGORY 02 SILL PLATES AT LEAST 6 INCHES ABOVE FINISHED GRADE OR 2 INCHES ABOVE SLABS. DAMP-PROOF EXTERIOR OF BASEMENT 1. TEMPERED SAFETY GLA55 SHALL BE INSTALLED IN 2. LAMINATED GLASS PER, P PROVIDE A MINIMUM 4" CURB; FLASHED AND COUNTER SOIL LLS ALLS RETAINING EARTH ADJACENT WALLS WA HAZARDOUS LOGATION5 AND SUBJECT TO HUMAN IMPACT, GLA, ZING WITHIN A 24" ARC, OF CLOSED SIDES_ FLASHED AT TOP AND BOTTOM AND STEP-FLASHCGUUTTTTER AT THE THE UNIT SHALL HAVE A CONDENSATION • 501L BEARING CAPACITY A55UMED AT 1500 P5F IN PLANS OR PER REPORT BY QUALIFIED SOILS ENGINEER. GRAWLSPAGE5 WITH TWO GOATS OF ASPHALTIC EMULSION UNLE55 A SPECIFIC, WATERPROOFING SYSTEM 15 SPECIFIED IN GLAZING IN DOORS, DOOR, GLAZED AREAS > 9 50. FT. WHEN LP-55 THAN 18" LOWER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS, INSULATE, FINISH AND FLARE WELL TO CEILING PER PLANS. . EARTH PRESSURE ASSUMED AT 60 PGF EQUIVALENT FLUID 2. THE PLANS. INSTALL STEEL REINFORCINCa PER A.G.I. STANDARD PRACTICE. 2. ABW OVE A ALKING SURFACE, PER IBC/IRG F 05A. SAFETY GLAZING 15 REQUIRED TO BE PERMANE14TLY , �[ PRESSURE FOR BASEMENT WALL5 AND 30 PGF FOR CANTILEVER RI=TAINING WALLS. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 50 MARKED PER IBCARG R308.1. a Q. EMERGENCY EGRESS CONCRETE BAR DIAMETERS. MINIMUM BAR CONCRETE COVER 15 3" TO EARTH, 2" TO WEATHER, 11" TO OTHER. Uf 1ELECT Z10AL . . 1. EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC SHALL HAVE ONE OPENABLE EMERGENCY ESCAPE AND • 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, 3. ANCHOR BOLTS TO BE EMBEDED A MINIMUM OF 7 INCHES U.N.O., TWO BOLTS MIN. PER PLATE, PLACE WITHIN 12" FROM 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE 5ERVIGE RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM BILL HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF WHERE PLACEMENT 15 EXP05ED TO WEATHER, GARAGE AND CARPORT SLABS, PORCHES, STEPS AND RETAINING 4. ENDS BUT NOT LESS THAN 7 DIAMETER5 TO END. NEW FOOTING5 SHALL EXTEND TO A DEPTH THAT WILL NOT ADEQUACY OF EXi5TING iAND PROPOSED ELECTRICAL AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G., 5.7 SQ. FT., MIN. CLEAR HEIGHT OF 24", MIN. CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT WALLS (TABLE R402 2) IMPOSE LOADS ON NEW OR EXISTING BASEMENT OR RETAINING WALL5 UNLESS SPECIFICALLY DETAILED 1N THE PLANS. STATE AND LOCAL ENERGY CODES, AND MANUF. SPECS FOR PROP05EP PROOUCT5, :APPLIANCES AND EQUIPMENT. SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY . 2500 P51 MINIMUM AT OTHER CONCRETE, NOT EXPOSED 5. TIE NEW FOOTINGS TO EXISTING FOOTINGS AT ALL HAVE NET CLEAR MIN. OPENING OF 5 SQ. FT. TO WEATHER. • EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED NOT WITH A MINIMUM E TWO #4 PINS S FOOTING IN D TkNO #4 FINE, AND TWO #4 PINS AT WALL. EMBED PINS 4 INCHES MINIMUM IN J. MECHANICAL - R. SMOKE ,4LARM5/DETE010R5 AND LE55 THAN 5% OR MORE THAN 7%. EPDXY GROUT. 1. WARM AIR FURNACE OR GAS H.W. TANKS SHALL NOT BE OAKBON MONOXIDE ALARM5/DETE010R5 • MIX REQUIREMENTS: 5-1/2 SACK CEMENT PER GU YO, INSTALLED UNDER STAIR5 AND SHALL HAVE PROPER VENTS WITH MAXIMUM OF 6 GAL. WATER PER SACK. ut C. LUMBER AND DIRECT OUTSIDE COMBUSTION AIR PER GORE AND 1. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING MAXIMUM SLUMP 4", MAXIMUM AGGREGATE SIZE 1-1/2" MANUFACTURER'S SPECIFICATIONS. AREA AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA 1. FRAMING LUMBER TO BE KILN DRIED TO 1q% MOISTURE 2. GAS APPLIANCES IN GARAGE 5HALL BE ON A 18" HIGH GIVING ACCESS TO EACH SLEEPING AREA. WHERE AN ACCESS REINFORCING STEEL CONTENT, GRADED PER STD, GRADING RULES PER PLATFORM. IF APPLIANCE 15 IN LINE OF .VEHICLE TRAFFIC, CORRIDOR OPENS INTO A ROOM WITH A CEILING a0" OR W.G.L.I.B. OR W.W.P.A. AS APPLICABLE. PROVIDE GRADE PROVIDE A 3" cP GONG FILLED STEEL BOLLARD. HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR • ASTM A-615 GRADE 60 FOR SEI5MIG 'D' AND SPECIES AS PER FRAMING PLANS, GENERAL NOTES, 3. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE PLACED IN EACH. DWELLINGS WITH MORE THAN ONE FR,4MING LUMBER (UNLE55 NOTED OTHERWISE) 2, AND DESIGN LOAD CHART, BILL PLATES, DECK 5U33-5TRUGTURE5, POSTS AND 5EAM5 4, SHALL BE 2-6 6 GAUGE MIN. OR HAVEAPPROVED D/MPERS. DUCTING TO MEET MECHANICAL 5TD5 AND SYSTEMS ARE TO BE STORY OR WITH A BASEMENT SHALL HAVE A DETECTOR INSTALLED AT EACH LEVEL.AND IN CLOSE PROXIMITY TO THE PLATES HF #2 (P.T. AT GONG) EXPOSED TO WEATHER AND WOOD IN CONTACT W1TH BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL STAIRS, ALL, SMOKE DETECTORS SHALL BE INTERCONNECTED MUDSILLS ON CONC P.T, HF #2 "STUD CONCRETE SHALL BE PRE55URE TREATED WITH AN APPROVED PRESERVATIVE. DUCTING, EQUIPMENT 51ZING, HEAT L055 CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT PFFIGIENGY- AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOOR5 CLOSED. AN INTERCONNECTED HEAT DETECTOR/ALARM 5HALL BE STUDS HF GRADE" JOISTS AND RAFTERS HF #2 8. GLU-LAM BEAMS SHALL BEAR AN A.I.T.G. INSPECTION 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND EPA ROOMS INSTALLED CENTRALLY IN NEW ATTACHED GARAGES. HEADERS DF #2 DF #1 STAMP AND SHALL BE "ARCHITECTURAL GRADE" WHERE EXPOSED TO VIEW OR PER SPECS. SHALL HAVE MECHANICAL EXHAUST, IN INSULATED, RI61D DUCTING TO EXTERIOR, WITH A BAGKDRAFT DAMPER, CAPABLE 2. SMOKE DETECTORS IN NEW CONSTRUCTION SHALL BE DIRECT P05TS AND BEAMS GLU-LAM BEAMS (SIMPLE SPAN) 24F-V4 6. OF 5 AIR CHANGES PER HOUR. DRYER 'EQUIVALENT' EXHAUST DUCT LENGTH 15 TO BE POSTED WIRED TO BUILDING POWER WITHOUT A DISCONNECT SWITCH OTHER THAN FOR OVERGURRENT PROTECTION AND MUST HAVE GLU-LAM BEAMS(OVERHANGING) 24F-V5 DECK JOISTS AND LEDGERS P.T. OF #2 D. FRAMING WITHIN 6 FT OF DUCT CONNECTION. BATTERY BACK-UP, DECK BEAMS P.T. OF #1 1. COLUMNS AND P05TS SHALL BEARINGS ITH ADEQUATE ANCHORSB AT OP AND BOTTOM TO FRAMED TO TRUE END 7 CONTROLLED OUTSIDE MAKE-OEHOOP5 IN EXCESS OF UP AIR M SHALL HAVE AUTO- 3. CARBON MONOXIDE ALARMS SHALL BE DIRECT WIRED AND MA50NRY PREVENT UPLIFT AND DISPLACEMENT. INSTALLED OUTSIDE AND IN THE IMMEDIATE VICINITY OF 2. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS, AND K. PLUMBING 51-EF-PING AREAS AND ONE ON EACH HOUSE LEVEL AND • MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 SAND. GRADE 40 5TEEL J015TS PER IRG R502.7 AND PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALI- PERMANENT CONNECTIONS AND 1. PLUMBING CONTRACTOR 5HALL SIZE ALL LINES. VENTS, INTERCONNECTED WITH SMOKE ALARMS. INTERCONNECTION MAY USE WIRELESS TECHNOLOGY. STIFFENERS ARE INSTALLED. HOLES AND NOTCHES PER R502.8 AIRGAPS, AND GLEAN -OUTS PER CODE. 3. PROVIDE A MINIMUM JOIST BEARING OF 1-1/7ON WOOD, 3" ON 2. FLOW RATES TO COMPLY WITH CURRENT CODE S. SECURITY CONCRETE. WOOD ENTERING CONCRETE OR MASONRY SHALL TOILETS: 1.6 GPF (MAX),i5HOWERS: 2.5 GPM (MAX), HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. LAVATORIE5/17AUGET: 2.5 GPM (MAX). 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A 4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. 3. HOT WATER TANKS SHALL BE 51ZED BY INDUSTRY 5TDS MINIMUM 1/2" THROW DEAD BOLT WITH LOOKS OPERABLE UNLESS NOTED, USE lad NAILS AT 12" O.G. 5TAGGERPD. FOR FROP05ED USE AND BE LABELED NAECA APPROVED. WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT. 5. SOLID BLOCK W/ 2X AT MIDPOINT OF STUDS OVER 10 FEET, 4, HOT WATER TANKS REQUIRE DUAL (HIGH AND LOI'`t) SEISMIC 2• PROVIDE AN OBSERVATION PORT o B ABOVE ORS. BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND STRAPSECURED TO STUDS, EXPANSION TANK. AND A FLOOR AT SOLID, UNGLAZED ENTRY DOORS. RAFTERS AT SUPPORTS. DOUBLE JOISTS UNDER PARALLEL PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR). GNERL NOTES BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT OVERHANGING FLOORS. 1. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS b. FIRE5TOP AND DRAFT5TOP TO GUT OFF ALL CONGEALED t6 L. MOISTURE CONTROL FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. 517E CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED HORIZONTAL AND VERTICAL OPENINGS AT CEILINGS, FLOORS, AND ATTIC. PROVIDE VERTICAL FIRE5TOPS AT 10' 1. 5HOWPR5 SHALL HAVE A NON -ABSORBENT 5URFAGE TO A SETBACKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING 5TRUCWRE5 AND THEIR STRUCTURAL AND MECHANICAL HORIZONTAL INTERVALS AT WALL FURRING VOIDS. FIRESTOP TOP, BOTTOM AND SIDES OF STAIRS WITH 2x 2. HEIGHT OF -12 INCHES ABOVE FLOOR. PROVIDE WATERPROOF BOARD OR OLA55 MESH MORTAR COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO NOMINAL LUMBER. UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE SHOWERS WITH A 51TE-BUILT PAN SHALL BE FILLED AND LEA:< TESTED ,CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMI551ON5 IN THE PLANS. FOR 12 HOURS. PROVIDE MILDEW RF-515TANT CAULK AT ALL 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING Ef E. METAL CONNEGTOR5 TILE ACGES50RIE5. SCALE. DETAILS TAKE PRECEDENCE OVER PLAN AND 1. ALL METAL CONNEGTOR5 SHALL BE "SIMPSON" OR AN 5. ELEVATION VIEWS. ALL WORKMAN5HIP, MATERIAL-, AND INSTALLED PRODUCTS 2 APPROVED EQUIVALENT.21 FRAME NAILING SHALL COMPLY WITH IBC/IRG R602.3.(1) {2) �" . BATH SAFETY SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET EXCEED THE MINIMUM UNLESS NOTED OTHERWI5E ON FRAMING PLAN5 OR 5HEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD. a00RS AND SHOWER ENCLOSURES SHALL BE FULLY TEMPERED OR REQUIREMENTS OF THE CURRENTT CODE IN FORGE AND ALL APPLICABLE LOCAL CODES, WH1GH TAKE PRECEDENCE OVER NAILS U.N.O. LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/5" NOTES, 5PEGIFIGATIION AND DRAWINGS. THE PLANS, SURVEY ACCOMPANIESENERSITE UNLE55 A PLAN 5, USE GUT WA5HERS AT BOLTED CONNECTIONS. ANCHOR BOLT WA5HERS TO BE SQUARE 3" X 3" X 1/4". 2. TEMPERED, 1/4" LAMINATED. FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE 4. YgA10NAL THE PLOT PLAN WA5 DRAWN FROM GENERAL 517E LANDMARKS CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED SKID -RESISTANT. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 300 A PROFESSIONAL SURVEY. AND 15 NOT TO BE CONSTRUED FULL FOR THE CONTRACTOR SHALL TAKE FULL WITH C-ORROSION-RE515TANT FASTENERS. LB. IMPACT LOAD. CKSON51 HALLILITY MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT THEIR DISCRETION, REQUEST THE OWNER TO PROVIDE A 4. ACQ-C and D TREATED WOOD (ALKALINE COPPER QUAT) REQUIRES CORROSION PROTECTED FASTENERS, BOLTS, AND "ZMAX" N. FACTORY BUILT FIREPLf�GES / STOVES PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND/OR HARDWARE SUCH A5 SIMPSON OR HDG (HOT DIPPED (5ALVANIZED) OR SST3OO (STAINLESS STEEL). 1. UNITS SHALL BE U.L. LISTED PER UL127, AND INSTALLED PER 5. OTHER ZONING RESTRICTIONS. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS MANUFACTURER'S RECOMMENDATIONS AND REGU,RED AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO Ed F. PLYWOOD ,AND V1AFHF:ZA6M NAILING 2. CLEARANCES. UNITS SHALL HAVE TIGHT -•FITTING GLASS OR METAL DOOR5, CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL HAVING JURISDICTION. 1 ALL STRUCTURAL PLYWOOD SHALL HAVE A GRAD]NG STAMP OF APA AND NAIL PER IBC/IRG 602.3.(1),(2). READILY AGGE551BLE CONTROLS TO A TIGHT FITTING FLU!; DAMPER, 6 INCH DIAMETER OUTSIDE COMBUSTION AIR DUCT TO b. SHALL VERIFY SIZE AND LOCATION TH ALL THE COED OPENINGS REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING. (U.N.O.) FIRE BOX, AND A 5/8 INCH THICK MIN. NON-GOM615TIBLE THAT 15 READILY DISTINGUISHABLE FROM L IN PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER FLOOR 5HEATHI. G SHALL BE 3/4" TBG C-D-EXT-APA PLYWOOD WITH IXXT GLUE, PI: 52/16, GLUE AND NAIL HEARTH EXfEN51ON SURROUNDING FLOOR. -1. MANUFACTURER'S RECOMMENDATIONS. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE 10d AT 6" O.G. EDGES, 10" O.G. FIELD, ROOF SHEATHING SHALL BE 15/32" C-D-INT-APA PLYWOOD 3. PROVIDE CHIMNEY SIZE AND GLEARANCE5 PER CODE AND MANUF. SPECS FOR INSTALLATION OF SOLID FUEL BURNING PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAYV, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING WITH EXTERIOR GLUE, PI: 24/0, OR 7/16 , 05B. NAIL 8d AT 6" O,G, PANEL EDGE5, 12" O.G. FIELD, 4. APPLIANCES. FIREPLACES WITH GAS COMBUSTION ONLY SHALL BE COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE WALL SHEATHING SHALL BE 15/32" G-D-INT-APA PLYWOOD INSTALLED PER I.M.G. AND MANUF. SPECIFICATIONS. DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 WITH EXTERIOR GLUE, Ph 24/0, OR 7/161,055. PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE NAIL 8d AT 6" O,C. PANEL EDGES, 12" O.G. FIELD. ALL WORK SUBJECT ARCHITECT. r■�■�■�■�■�■�■�■�■�■�■ lThe construction project involves demolition of l TO FIELD INSPECTION FOR CODE COMPLIANCE ,a significant portion of the existing structure. !Please be aware that structures that are ! APPROVED ■demolished to the level that meets or exceeds PLANS MUST BE 75% of the replacement cost of the structure will! !not �. �. �. �. �. �. �. �. �. ON JOB SITE be allowed by city code to be rebuilt except SEPARATE PLUMBING PERMIT IS REQUIRED' !to full -on standards for new construction. ! !A � FOR THIS PROJECT. PLEASE OBTAIN A ! OBTAIN ELECTRICAL PERMIT FROM ■R f Ed d C 't D I t PLUMBING PERMIT FROM THE CITY OF STATE LABOR & City Of Edmonds Building Department Work REMODEL/ADDITION Address, 9403 232ND ST SW OwnerGIFFORD Approved Date 9/14/2022 Building Official D07"A v !LPL W. X o� BLD2022-0913 e erence mon s ommuny eve opmen Permit Number ! ! INDUSTRIES Code section 19.00.045. EDMONDS ! �fi■fi■fi■fi■fi■fi■fi■fi■fi■fi■fi i■�■�■�■�■�■�■�■�■�■�■ ❑ T. &ARAGE / DWELLING 5EFAFATION 1. GARAGE TO DWELLING SEPARATION SHALL CONSIST OF FIRETAPED 1/2" GWB, APPLIED TO THE GARAGE SIDE OF ALL GARAGE SURFACES ADJOINING DWELLING'S LIVING, ATTIC, AND CRAWL SPACES. 2. DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/8"+ THICK, 50LID CORE, AND TIGHT FITTING. 3. GARAGE CEILINGS COMPOSED OF 2x+ SOLID -SAWN JOISTS AND 5UPPORTING HABITABLE SPACE ABOVE, SHALL HAVE ONE LAYER OF FIRETAPEO 5/8" TYPE "X" GWB. ALL GARAGE POSTS, BEAMS, AND WALLS SUPPORTING HABITABLE SPACE SHALL HAVE ONE LAYER OF FIRETAPED 1/2" GYVB. GARAGE CEILINGS COMPOSED OF I -JOISTS, WITH HABITABLE SPACE ABOVE, SHALL HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X" GWB MIN. 4. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE MINIMUM OR HAVE AN APPROVED DAMPER. id U. 5TAIR5 AND GUARDRAILS 1. STAIRWAYS SHALL HAVE A MIN. WIDTH OF 36 % A RISER HEIGHT OF '7-3/4" MAX., A MIN. TREAD LENGTH OF 10", AND 3/8" MAXIMUM VARIATIONS. A TREAD NOSING OF 3/4" TO 1-1/4" 15 REQUIRED ON STAIRWAYS WITH SOLID RISERS UNLE55 TREAD DEPTH IS 11" OR GREATER. 2. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF FLIGHTS WITH 4 OR MORE RISERS. 3. HANDRAIL5 SHALL BE PLACED 54" TO 55" ABOVE THE NOSIN65 AND SPACED 1-•1/2" MIN. OFF WALL WITH A 1-1/2" TO 2" DIAMETER, SMOOTH GRASP AND AT NEWEL OR 1-1/4" RETURN AT ENDS. 4. PROVIDE 50" MIN. CLEAR HEADROOM ABOVE NOSING5. 5. AREAS 30" ABOVE GRADE (WITHIN 3 FT) OR ADJACENT FLOORS PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAILS SPACED 50 THAT A 4" 5PHERE CANNOT PASS THROUGH. 6. ENGL05ED USABLE SPACE UNDER STAIRS SHALL HAVE FIRETAPED 1/2" GWB, ON WALLS AND SOFFITS. PROVIDE FREBLOCKING IN CONGEALED 5PAGE5 BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN 5TUO5 ALONG AND IN LINE WITH RUN OF STAIRS. : The following documentation shall be available on : site for the building inspector: : ❑ COE APPROVED ARCHITECTURAL PLAN SET : . X❑ COE APPROVED STRUCTURAL PLAN SET ; ❑ COE REVIEWED CALCULATION PACKET : [-]ENERGY CREDIT WORKSHEET : SITE PLAN ; CIVIL PLAN ■ ; ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 , AZ 0 LU 0z cn WR ~ LL Lu 0 (D ¢ F rn rn 5 ULJ LL m LL ry � LL o lu L, it 7 4 _l■{u Q to LL z A � 0 a z 0 JUILIo w A N 1L �_ � O IL 0 IL n m z ei 15 Q r CD m a rr Lu CO CO z w L) 0 0 '7' - I i -- a-z REVISIONS Sep 08 2022 CITY OF EDMONDS 2 TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS Y BeF.-C. 2015 F-PITION RESIDENTIAL 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 ceiling 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 eave 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 €nsulation. 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 Pascals). For this test only, the volume of the home shall be the conditioned floor area in ft2 (m2) 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 themnal 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 RESNET/ICC 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 -burning fireplaces shall have tight -fitting flue dampers or doors and outdoor combustion air. When using tight -fitting doors on factory -built fireplaces fisted 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 lines 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. i:CLIMATf= ZONE SiAt):IVtAItiVE 4ir Fenestration U-Factorb 0.30 skyllghtb U-)Factor 0.50 Colling R-Valuea 49 21 Int Wood Frame Wallah R Value Floor R Value 30 Below-Grade`.h Wall R-value 10/15/21 int * 571713 slabd,t R-Value & Depth 10, 2 ft 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 bu€iding 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 thia code where the addition alone complies, where the existing building and addition comply with this code aft 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 R402.1.4, 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 addit ion shaft 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. R502.1.1.3 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 efficiency 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 sufr;cient 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 1600 square feet. 1.3 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington ._..... � � � ,. _elf Sin [e;Farriil =New`& Ad' i -ions` 'ry Y`.... _ _ d.# �i - eciixeFejorpa: �1 �202��.),>.n,--._ ' Table 406.3 - Energy Credits (Single Family) Descr_Iption Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab 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% Energy Star rated (U.S. North) Gas or propane furnace with minimum AFUE of 95% or Energy Star rated (U.S. North) Gas or propane boiler with minimum_ AF_UE of 90%. 2 1All supply rn and retuducts located in an unconditioned Ott€c shall be deeply buried ii ceiling insulation in accordance with Section R403.3.7. For mechanical equipment located outside the conditioned space, a maximum of 10 linear feet of return duct and 5 linear feet of supply duct connections to the equipment may be outside the deeply buried insulation. All metallic ducts located outside the conditioned 0.5 space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Duct leakage shall be limited to 3 cfm per 100 square feet of conditioned floor area. Air handier(s) shall be located within the conditioned space. Water heating system shall include one of the following: --w.- 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 twill provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and; lCertification Corporation (SRCC) Annual Performance of OG-300 Certified Solar Water Heating 5.3 !Systems or Water heater heated by ground source heat pump meeting requirements of Option 3.3. ITo 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 minimum energy savings. IININVON ANi7 EXTERIOR POOR SGHEPULE I L--, I-Aoc-L ATTENTION: TH15 SCHEDULE 15 FOR ENERGY CODE GLAZING COMPLIANCE ONLY, AND 15 NOT INTENDED A5 PRODUCT ORDERING 5PEGIFICAT10N5. • SEE WORD ABBREVIATION INDEX ON PAGE 1 - PROVIDE: HARDWARE 4 AGGE55ORIE5 PER OANER. • CODE LETTER = WiNDOWS, CODE NUMBER = DOORS • PROVIDE WEATHER-STRIPPING FOR EXTERIOR DOORS. • ONLY THERMAL DOORS ARE LiSTED BELOW. • PROVIDE 5CREEN5 FOR VENTING WINDOWS, DOORS AND SKYLIGHTS. • VERIFY SIZES AND QUANTITIES WITH PLANS. • PROVIDE MANUF. 5TO. MUNTIN GRILL-5 A5 5HOWN ON EL.EVATION5. • SEE ELEVATIONS FOR VENTING & CU5TOM 5HAPE5. • MANUF/ SUPPLIER SHALL PROVIDE CONTRACTOR WITH ROUGH • SEE FLOOR PLAN FOR ACTIVE DOOR PANELS B SWING. OPENING RE GUIREMENT5 AND INSTALLATION N5TRUCT[ON5. CODE UNIT 517.E NO. WIDTH HEIGHT SQ. FT. DESCRIPTION FRAME TY E &LA55 TYPE AIRSP. FEATURES U VAL U X A A 8/0X 4/6 1 5.00 4.50 36.00 5LPDER XOX FIBERGLA55 2 GL LOW E ARG 0.512 0.25 10.05 B 6/0 X 4/0 1 6.00 4.00 24,00 51-IDER XO FIBFROLA55 2 GL LOW E ARG 0,812 0.28 6.12 C 5/0 X 5/0 1 5.00 3.00 15.00 SLIDER XO FIBE=RGLA55 2 GL LOW E ARG 0.512 0.25 4.20 D 2/0 X 510 1 2.00 5.00 6.00 51NGLE HUNG FIBERGLASS 2 GL LOW E ARG 0.512 055GURE 0.25 1.68 E 1/6 X 5/0 1 1.50 5.00 4.50 PICTURE FIBERGLA55 2 GL LOW E ARG 0,812 T56 0.28 1.26 F 410 X 5/0 1 4.00 5.00 12.00 SLIDER XO FIBERGLA55 2 GL LOW E ARG 0.512 0.25 5.36 G 4/0 x 5/0 1 4.00 5.00 12,00 5LIDER XO FIBEYRGLA55 2 GL LOW E ARG 0.612 0.25 5.36 H 5/0 x 4/5 2 3.00 4.25 N/A Ek[STING 514 Replacement Q. $ :.'. . I 0/5 X 4/0 1 0.6'7 4.00 N/A 'F_457IN6 PIG Replacement . J 6/0 X 4/0 1 6.00 4.00 N/A SLIDER XO FIBER6LA55 2 GL 0.512 AT GARA 7E -No HEAT N/A N/A K 4/0 x 4/0 1 4.00 4.00 N/A EXl5,n IG PIG:; .; N/A Optional Replacement N/A L 5/0 X 3/0 1 5.00 5.00 1`1.00 5LIDER XO FIBERGLA55 2 GL LOW E ARG 0,512 0.28 2.52 M &/0 X 4/0 5 6.00 4.00 12.00 SLIDER XO FIBERGLA55 2 GL LOW E ARG 0.512 0.25 20.16 N 2/0 x 4/0 2 1 2.00 4.00 16.00 CASEMENT FIBERGLASS 2 GL LOW E ARG 0.512 0.28 4,45 O 5/0 X 4/0 1 5.00 4.00 20.00 SLIDER XO FIBERGLASS 2 GL LOW E ARG 0.512 T56 0.25 5.60 P 5/0 x 4/0 1 5.00 4.00 20.00 SLIDER OX FIBER6LAS5 2 GL LOW E ARG 0,812 Teo 0.28 5.60 Q 2/6 X 2/6 5 2.50 2.50 1515 CASEMENT FIBERGLA55 2 GL LOW E ARG 0.512 0.25 5.25 R 5/0 X 3/0 1 5.00 5.00 C1.00 PICTURE FIBERGLA55 2 GL LOW E ARG 0,612 0.2e, 2.52 5 5/0 X 4/0 1 5.00 4.00 20.00 SLIDER XO FIBER6LA55 2 GL LOW E ARG 0.812 0.25 5.60 T 2/& X 2/6 1 2.50 2.50 6,25 PICTURE FIBERGLA55 2 GL LOW E ARG 0.812 0.25 1.15 1 5/0 X 6/8 1 9.00 6.67 N/A ENTRY DR 21 SF WOOD DECOR 6LA55 N/A EXEMPT_ _ ..:: N/A N/A 5 2/8 x 6/8 1 2.61 6.67 15.50 STOREY DOOR FIBER(5LA55 2 GL LOW E ARG 0.500 T56 0.25 5.18 8 8/0 X &/8 1 5.00 6.61 54.00 5L GL DOOR FIBERGLASS 2 GL LOW E ARG 0.625 T5G 0.25 15.12 OUANTITY TOTAL: 24 I AREA = 513.00 5Q. FT. TOTAL UA / AREA = UA AVERAGE 0.28 UA TOTAL 104.44 WiNDOYVS: MILGARD BRAND 'ULTRA' FIBERGLASS, DBL. GLAZED WITH LOIN E AND ARGON FILL SLIDING GLA55 DOOR: MILGARD BRAND 'ULTRA' FIBERGLASS, DBL. GLAZED WITH LOW E AND ARGON FILL STORE DOOR: PEACH TREE, THERMA-TRU OR EQUIVALENT ENTRY DOOR: SIMP50N, BUFFELIN OR EQUIVALENT 1.0 �, C-) o Z it ~ Z P w LU N 0s U rW LUo In co¢ m N Ln vQ Q� 0 � oa zZ 7- x 111 Q �o �m 7' 1I - zZ REVISIONS CITY DEVELOPMENT SE DEPARTMEN 3A '2 ICES \/J.A.0. 2018 STATE AMENDMENTS YNHOLEHOUSE VENTILATION M1505.4 Whole -house mechanical ventilation system. Each dwelling unit shall be equipped with a ventilatibn system. The whole -house mechanical ventilation systems shall be designed In accordance with Sections M1505.4.1 through M1505.4.4. M1505.4.1 System design. The whole house ventilation system shall consist of one or more supply fans, one or more exhaust fans, or an ERV/HRV with Integral fans, associated ducts and controls. Whole - house mechanical ventilation system with supply and exhaust fans per Sections M1505.4.1.2, M1505.4.1.3, M1505.4.1.4, and M1505.4.1.5. Local exhaust fans are permitted to serve as part of the whole house ventilation system when provided with the proper controls per Section M1505.4.2. The systems shall be designed and installed to exhaust and/or supply the minimum outdoor alrflow rates per Section M1505.4.3 as modified by the whole house ventilation system coefficients In Section M1504.4.3.1 where applicable. The whole house ventilation system shall operate continuously at the minimum ventilation rate determined per Section M1505.4.2 unless configured with intermittent off controls per Section M1505.4.3.2. M1505.4.1.1 Whole house system component requirements. Whole house ventilation supply and exhaust fans specified in this section shall have a minimum efficacy as prescribed in the Washington State Energy Code. Design and installation of the system or equipment shall be carried out In accordance with manufacturers' Installation instructions. Whole house ventilation fans shall be rated for sound at no less than the minimum airflow rate required by Section M1505.4.3.1. Ventilation fans shall be rated for sound at a maximum of 1.0 sone. This sound rating shall be at a minimum of 0.1 in. w.c. (25 Pa) static pressure in accordance with HVI procedures specified In Sections M1505.4.1.2 and M1505.4.1.3. Exception: HVAC air handlers, ERVIHRV units, and remote mounted fans need not meet the sound requirements. To be considered for this exception, a remote mounted fan must be mounted outside the habitable spaces, bathrooms, toilets, and hallways, and there must be at least 4 fi (1 m) of ductwork between the fan and the intake grille. The whole house supply fan shall provide ducted outdoor ventilation air to each habitable space within the residential unit. Exception: Interior joining spaces provided with a 30 cfm whole house transfer fan or a permanent opening with an area of not less than 8 percent of the floor area of the interior adjoining space but not less than 25 square feet do not require ducted outdoor ventilation air to be supplied directly to the space. Whole house transfer fans shall meet the sone rating of Section M1505.4.1.1 and shall have whole house ventilation controls that comply with Section M1505.4.2. M1505.4.1.2 Exhaust fans. Exhaust fans required shall be ducted directly to the outside. Exhaust air outlets shall be designed to limit the pressure difference to the outside and equipped with backdraft dampers or motorized dampers in accordance with the Washington State Energy Code. Exhaust fans shall be tested and rated in accordance with the airliow and sound rating procedures of the Home Ventilating Institute (HVI 916. HVI Loudness Testing and Rating Procedure, HVI 916, HVI Airflow Test Procedure, and HVI 920, HVI Product Performance Certification Procedure as applicable). Exhaust fans required in this section may be used to provide local ventilation. Bathroom exhaust fans that are designed for Intermittent exhaust airflow rates higher than the continuous exhaust airflow rates in Table M1505.4.3(3) shall be provided with occupancy sensors or humidity sensors to automatically override the fan to the high speed airflow rate. The exhaust fans shall be tested and the testing results shall be submitted and posted in accordance with Section M1505.4.1.6. M1505.4.1.3 Supply fans. Supply fans used in meeting the requirements of this section shall supply outdoor air from intake ooeninas in accordance with IMC Sections 401.4 and 401.5. When designed for intermittent off operation, supply systems shall be equipped with motorized dampers In accordance with the Washington State Energy Code. Supply fans shall be tested and rated In accordance with the airflow and sound rating procedures of the Home Ventilating Institute (HVI 915, HVI Loudness Testing and Rating Procedure, HVI 916, HVI Airflow Test Procedure, and HVI 920, HVI Product Performance .Certification Procedure as applicable). Where outdoor air is provided by supply fan systems, the outdoor air shall be filtered. The filter shall be accessible for regular maintenance and replacement The filter shall have a Minimum Efficiency Rating Value (MERV) of at least 8. M1505.4.1.4 Balanced whole house ventilation system. A balanced whole house ventilation system shall Include both supply and exhaust fans. The supply and exhaust fans shall have airflow that Is within 10 percent of each other. The tested and balanced total mechanical exhaust airflow rate is within 10 percent or 5 cfm, whichever is greater, of the total mechanical supply airflow rate. The flow rate test results shall be submitted and posted in accordance with Section M1505.4.1.7. The exhaust fan shall meet the requirements of Section M1505.4.1.2. The supply fan shall meet the requirements of Section MI505.4.1.3. Balanced ventilation systems with both supply and exhaust fans in a packaged product, such as an ERVIHRV, shall meet the requirements of HVI 920, as applicable. Intermittent dryer exhaust, intprmittent range hood exhaust, and Intermittent toilet room exhaust airflow rates above the residential dwelling or sleeping unit minimum ventilation rate are exempt from the balanced airflow calculation. M1505.4.1.5 Furnace Integrated supply. Systems using space heating and/or cooling air handler fans for outdoor air supply distribution are not permitted. Exception: Air handier fans shall have multispeed or variable speed supply airflow control capability with a low speed operation not greater than 25 percent of the rated supply airflow capacity during ventilation only operation. Outdoor air intake openings must meet the provisions of Sections R303.5 and R303.6 and must Include a motorized damper that is activated by the whole house ventilation system controller. The motorized damper must be controlled to maintain the outdoor airflow intake airflow within 10 percent of the whole house mechanical exhaust airflow rate. The flow rate for the outdoor air Intake must be tested and verified at the minimum ventilation fan speed and the maximum heating or cooling fan speed. The results of the test shall be subtnitted and posted In accordance with Section M1505.4.1.7. WHOLEHOUSE FAN LOCATION: M�1-6� IO9-00 `? AIRFLOW IN CFM:I2­0 RUNTIME: 5D7a m1505.4.1.6 Testing. Whole -house mechanical ventilation systems shall be tested, balanced -and verified to provide a flow rate not less than the minimum required by Sections M1505.4.3 and . M1505.4.4. Testing shall be performed according to the ventilation equipment manufacturer's - Instructions, or by using a flow hood, flow grid, or other airflow measuring device at the mechanicai ventilation fan's Inlet terminals, outlet terminals or grilles or in the connected ventilation ducts.;Where required by the building official, testing shall be conducted by an approved third party. A writtdn report of the results of the test shall be signed by the party conducting the test and provided to the building official and be posted In the dwelling unit per Section M1505.4.1.7. M1505.4.1.7 Certificate. A permanent certificate shall be completed by the mechanical contractor, test and balance contractor or other approved party and posted on a wall In the space where the fumace is located, a utility room, or an approved location Inside the building. When located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. The certificate shall list the flow rate determined from the delivered airflow of the whole -house mechanical ventilation system as installed and the type of mechanical whole house ventilation system used to comply with Section M1505.4.3.1. M1505A.2 System controls. The whole -house mechanical ventilation system shall be provided with controls that comply with the following: 1. The whole house ventilation system shall be controlled with manual switches, timers or other means that provide for automatic operation of the ventilation system with ready access by the occupant" 2. UVfiote-house mechanical ventilation system ua Ishall be provided with controls that enable manual override off of the system by the occupant during periods of poor outdoor air quality. Controls shall include permanent text or a symbol indicating their function. Recommended control permanent labeling to include text similar to the following: "Leave on unless outdoor air quality Is very poor." Manual controls shall be readily accessible by the occupant. 3. Whole house ventilation systems shall be configured to operate continuously except where Intermittent off controls and sizing are provided per Section M1505.4.3.2. M1605.4.3 Mechanical ventilation rate. The whole -house mechanical ventilation system shall provide outdoor air at.a continuous rate as determined In accordance with Table M1505.4.3(1) or Equation 15-1. Equation 15-1 VenUfallon rate In cubic feet per minute = (0.01 x total square foot area of house) + [7.5 x (number of bedrooms:+ 1)] but not less than 30 cfm for each dwelling unit --J!1 TABLE M1505.4.3(1) P36W r4DDMOty 6K.iW WHOLE -HOUSE MECHANICAL VENTILATION AIRFLOW RATE: Number of Bedrooms Dwelling Unit Floor Area (square feet) o -1 2 1 3 1 4 I 5 or more Airflow in cfrn 4500 30 30 35 45 50 501-1'000 30 35 40 5D 55 1,001 -1,500 30 40 45 55 60 1,501 - 2,000 35 45 50 60 65 2,001 - 2,500 40 50 55 65 70 2,601 - 3,000 45 55 60 7D 75 3,001 - 3,500 50 6D 65 75 80 3,501 -4,000 55 65 70 BD 85 4,001-4,500 60 70 75 85 90 4,501 - 5,000 65 1 75 80 90 95 M1505.4.3.1 Ventilation quality adjustment. The minimum whole house ventilation rate from Section 1505.4.3 shall be adjusted by the system coefficient in Table M1505.4.3(2) based on the system type not meeting the definition of a balanced whole house venfflatlon system and/or not meeting the definition of a distributed whole house ventilation system. Equation 15-2 Qv = Qr " Csystem Where: Qv = Quality -adjusted ventilation airflow rate in cubic feet per minute (cfm). Or = Ventilation airflow rate, cubic feet per minute (cfm) from 15-1 or Table M1505.4.3(1). Cwswm = System coeftficient from Table 1505.4.3(2). TABLE M1505.4.3(2) SYSTEM COEFFICIENT (Capum) System Type Distributed Not Distributed Balanced 1.0 1.25 Not balanced 1.25 1.5 M1505.4.3.2 Intermittent off operation. Whole -house mechanical ventiialion systems shall be provided with advanced controls that are configured to operate the system with intermittent off operation shall operate for a least two hours 16 each four-hour segment. The whole house ventilation airflow rate determined in accordance with Section M1505.4.3 as corrected by Section M1505.4.3.1 is multiplied by the factor determined In accordance with Table M1505A.3(3). TABLE M1505.4.3(3) INTERMITTENT OFF WHOLE ROUSE -MECHANICAL VENTILATION RATE FACTORS',b Run-time % In Each . so% 66% 75% 100°% 4-hour Segment Factor- 2 1.5 1.3 1.0 a. For ventilation system run-time values between those given, the factors are permitted to be determined by interpolation. b. Extrapolation beyond the table is prohibited. M1505.4.4 Local exhaust rates. Local exhaust systems shall be designed to have the capacity to exhaust the mirdmum airflow rate determined in accordance with Table M1505.4.40 ). If the local exhaust fan is included in the whole house ventilation system, in accordance with Section 1505.4.1, then the exhaustfan shall be controlled to operate as specified in Section M1505.4.2. M1505.4.4.1 Local exhaust. Bathrooms, toilet rooms, and kitchens shall include a local exhaust system. Such local exhaust systems shall have the capacity to exhaust the minimum airflow rate in accordance with Table M1505.4.4(1). Fans required by this section shall be provided with controls that enable manual override or automatic occupancy sensor, humidity sensor or pollutant sensor controls. An "on/off switch shall meet this requirement for manual controls. Manual fan controls shall be readily accessible in the room served by the fan. TABLE M1505.4.4(1) MINIMUM LOCAL EXHAUST RATES Area to Be Exhausted Exhaust Rates Intermittent Continuous Kitchens 100 cfm 30 cfm Bathrooms - Toilet rooms 50 orm 20 cfm M1505.4.4.2 Local exhaust fans. Exhaust fans shall meet the following criteria: 1. Exhaust fans shall be tested and rated in accordance with the airfiow and sound rating procedures of the Horne Ventilating institute (HVI 915, HVI Loudness Testing and Rating Procedure, HVI 916, HVI Airflow Test Procedure, and HVI 920, HVI Product Performance Certification Procedure). Exception: Where a range hood or down draft exhaust fan Is used for local exhaust for a kitchen, the device Is not required to be rated per these standards. 2. Fan a6iiuw rating and duct system shall be designed and installed to deliver at least the exhaust airflow required by Table M1505.4.4(1). The airflows required refer to the delivered airflow of the system as installed and tested using a flow hood, flow grid, or other airflow measurement device. Local exhaust systems shall be tested, balanced, and verified to provide a flow rate not less than the minimum required by this section. 3. Design and installation of the system or equipment shall be carried out in accordance with manufacturers' Installation instructions. 4. Fan airflow rating and duct system shall be designed and Installed to deliver at least the exhaust airflow required by Table M1505.4A(1). Exceptions: 1. An exhaust airflow rating at a pressure of 0.25 in. w.g. may be used, provided the duct sizing meets the prescriptive requirements of Table M1505.4.4(2). 2. Where a range hood or down draft exhaust fan is used to satisfy the local ventilation requirements for kitchens, the range hood or down draft exhaust shall not be less than 100 cfm at 0.10 in. w.g. TA13LE M1505.4.4(2) PRESCRIPTIVE EXHAUST DUCT SONG Fan Tested 0.25 inchftn es w.g. at Minimum Flex Diameter Maximum Length In Feet Minimum Smooth Diameter Maximum Length in Feet Maximum Elbows• 50 4Inches 25 4Inches 70 3 50 5lnches 90 5lnches 100 3 50 6 inches No Limit 6 inches No Limit 3 80 4 inchesb NA 4 inches 20 3 80 5lnches 15 5lnches 100 3 80 6 inches 90 6 Inches No Limit 3 100 5 inchesb NA 5 inches 50 3 100 6 inches 45 6 inches No Limit 3 125 6 inches 15 6 inches No Limit 3 125 7 Inches 70 7 inches No Limit 3 a. For each addManal elbow, subtract 10 feet from length. b. Flex ducts of this diameter are not permitted with fans of this size. a z o �z E - o= 0 N LU¢ i iz w 0 mw ¢1< 1 r� s LU a in a h OLLI N o O � dJ z T a � V a a Z A O JUJU 0 n or A � w a o F 1L m U _w a V r i m O o s# tf u it cri 0 0 U 0 tri }O � p Y 4 o � Uo � %9 Q Z� X M N o �O �Q T, I ' Z� REVISIONS UB Sep 2022 CITY OF DMONDS NT SERVICES DEPARTMENT o a �g 711 x p ,jI—�It _o I JH 9J w� v. �11 /;�N IA) (E�,12: O r [46TWAM- Orrr4o�-- �1°': 6-0�J� -4 rz IT -�t A ,w �. ►.� Dtl 7��1� I N Z Pam- �',1 N v,�. � � �•`�' I I -- . i �► `( � � ,� — i , — — - ..` 59 p� Ei tO r4nl0 Provide a new "EV Ready Level 2 Charging Station" to include panel capacity, wired � conduit run to a junction box for future Level 2 charging station. 40 to 100 AMP breaker with 208 to 240 volt AC circuit. t s NORTH NOTE: VERIFY EXISTING T1-11 SHEATHING IS IN GOOD CONDITION AND NAILED PER THE SW SCHEDULE. ALL EXTERIOR WALLS ARE SW-6, U.N.O. ON PLAN HOLD DOWN 2 MAY BE SUBSTITUTED WITH HOLD DOWN 3, IF DESIRED. SEE PAGE S1.1 FOR HOLD DOWN AND SHEARWALL SCHEDULE, NOTES AND DETAILS. <'>.= HnL�b.17,�lJ x T k >-X o �F461z �-� N 4�i=ALE �! D �I 16>It �I-CpI �� �� Z-�-o'� { la`s ��—o'+ �{_�! ��,�I �� 11 �j� ©o41 -- I l I�l _ g1 7 — 01 � + III I o Lo �o i7. 2,14 -, ' FIRST FLOOR FLAN SG,4LE 1/4" = 1'- 4" NEW EXISTING FIRST FLOOR 1455 GARAGE 414 OPEN DECK 230 DECK WITH ROOF 23 NEW PORCH ROOF 272 I U I AL 212 2122 z Uj a w w tU 0 =z ;- a; WU F� m0 W J Co Q o] v, OLU N a O n Cq a luT Lou v Ul A W m Q 0 O 0 lu(� U = Ll w 0 EL m W n A .n �+ N 0 O � ILm 0 IL m " Y n � 0 O} d o �t WW U W W Cn z W 0 0 0 �Cc, m r x >n Vo � N� AP U W OL V K �s 3:Oftl o a mQ w u 3 2 ;ES FM ALL EXTERIOR WALLS ARE SW-6, U.N.O. ON PLAN SEE PAGE S1.1 FOR HOLD DOWN AND SHEARWALL SCHEDULE, NOTES AND DETAILS. O _ I]a Ld t;;ow� 5, f2EFEEZ Nr,F- NORTH SMGONP FLOOR PLAN 5C,AL.E 1/4" = V- O" O 4--�- Co -©I' ,� 41 �Z4, _ail 0 J W W ui W H O ry O a luW vm z�R �QEn W Qz0 o a T Z L m W A U -`- W O O m a 7 u 3 w A rN O IL N — m r vI s itl a ° o 0 a w cri z W u U O O d0 Zo m r Vo � � t9 N� iu ,z A� U lu U O to . to u1 =Z !lC z z JU �Q �m Lu `Z, c t , z2- R S Sep 08 2 CITY OF EDMON SER DEPARTMENT 6 ?2 s 'ICES m 9 r o m r O C/) O ,1 m Z m � {� N ALBERT H. GOHEN OF-SlaN GOMPANYr.53. 550 DRYTON STREET SUITE b EPMOND5. Y4A g5020 ALE3r=RT HILTON GOHEN, IRGHITEGT TEL (425)-n&-'75-5 Z� V � 0 t-11) '' 3 c 7 o A5496 ZARGKITFCT GIPPORP KMSIVMNG� g4O5 - 252nd ST. S.W. EDMONP5 WA g8020 ALERT H. COHEN STATE OF VVASHINGTON DOCUMENT OF SERVICE- COPYRIGHT OAHC 2022- UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. F� m N r) T W c A � rn r Q �" ■ T' v n mo< CD -o vim- O Ago 0 N N 0 �AZ ALBERT H. COHEN MESIGN GOMPANYP.s. 330 DAYTON STREET SUITE 6 EDMONDS, iNA 98020 ALBERT HILTON COHE N, ARCHITECT TEL (425) 716-1513 GIFFORV RESIVENGZ q-403 - 232nd ST. S.W. EUMONDS iNA g8020 DOCUMENT OF SERVICE - COPYRIGHT © AHC 2022 - UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEOERAL LAW. 5496 REGISTE ED ARCHI BER H.COHEN STATE OF WASHINGTON m- N m OPTIONAL PIER PAD SUBSTITUTE Alternative at contractor's discretion: AG -CO Footing Pad: Composite material alternative to Concrete with ]CC -ES Eval. Model FP-12 for 12" x 12" concrete pad Good for: 1126 lbs Model FP-20 for 16" x 16" concrete pad. Good for: 2687 lbs. For use with Pylex Brand Model #12099 Adjustable Post Base for 4x4 wood post. Good For: 2725 lbs Assumed Soil Bearing at 1500 PSF Load on center pads is 1064 lbs Load -on end pads with overhang is 2135 lbs 6; x " b E C-14-- At --06��r i , .01 Etc �f L �x E;y RZFERENGE NORTH SEE PAGE S1.1 FOR HOLD DOWN AND SHEARWALL SCHEDULE, NOTES AND DETAILS. HOLD DOWN 2 MAY BE SUBSTITUTED WITH HOLD DOWN 3 IF DESIRED. -n4 L% , 0 rrt2� P4 E>5�K;;, -to WAAL IJ i-'� 4 � ��r7 �� r � I I H C W G DNS � � adz � � �F� � � P r1 WE yid...•: 7+" it r 11 9 �2(nf Lid '�� � �• Il I ,l al �4 FOUNVATION PLAN SCALE 1/4" = 1'- O" r X P 6::,tl Wi4', 7.11.7- R I O S Kcau Sep 08 20 CITY OF EDMON DEPARTMENT 3 2 'ES 0 � r 1 WM L 1J, D. 4 E5'0 151ik1oe--17 P/ _91 3%,� 3, L,- Es" brio �NIM�f e�, L'a o La r x fJ E40 U210 6ASc c?X LJ W V t.01 FOR ra a .- /4 Yu P F I 12 �y�c cv D F3— HQ EX H } 7"IZ, 7;Iz oil t ?Ae4C t o I oil SEGONP FLOOR FR, MINS PLAN 50ALE 1/4" = 1'- O" N NORTH U Z w 0 U L.0 = Z N= 0= w w S N LL mO w cv Q rn U) u� 7. rl•2 RE1LlsS1_QU - Se 08 2 CITY OF EDMO ROOF VENTILATION CONSTANTS: A.) 2 IN. DIAMETER BIRD BLOCK HOLES = 5 5a. IN. EA. 3 HOLES PER 2 FT BAY = 4-1 /2 SQ. IN. PER / LIN. FT B.) 2-1/2 IN. V-NOT(fH HOLES = 3 SQ. IN. EACH 3 NOTCHES PER 2 FT BAY = 4-1/2 SQ. IN. P/ LIN. FT (SAME FOR 1 IN. GONTINUOU5 VENT: BLOCKING BTWN RAFT FOR ROOF SHEAR PANEL NAILING 15 MOST RESTRIGTIVE) C.) CONTINUOUS RIDGE VENT = 15 5Q. IN. VENT PER LINEAL FT D.) GABLE END VENT AREA = R.O. AREA x 60% = VENT AREA PROPOSED: 13"12 ATTIC, 50. FT. AREA REOUIRF-p: 1/150TH 131-7 5Q.IN, 1/500TH 65Q j5a.IN, IF HALF AT SAVE AND HALF AT 3 FT ABOVE SAVE 50% OF 1/500 330 SQ. IN. PROVIDE AT SAVE: AREA, 50. IN. QUANTITY VENT TYPE AT EAVE 662 14-1 LIN FT SAVE BLK OR V-NOTCHES 201% STATUS OK PROVIDE AT 5 FT ABOVE EAVE: AREA, 50. IN. QUANTITY VENT TYPE AT 3 FT ABOVE EAVE ROOF JACK5 (AT 50 SQ IN EACH) 450 ..25 RIDGE VENTS PER LINEAL FT GABLE END VENTS PER 50 FT 450 TOTAL SG. IN. 1360/0 STATUS OK TRU55E5 0 2 FT O.G. PER MANUF. SPECS. AND PER GENERAL NOTES PAGE 2 1. NOTIFY ARCHITECT FOR POST RE -DESIGN IF GIRDER TRU55 AND HIP MASTER LOCATIONS DO NOT MATCH THIS PLAN. 2. MANUFAGTURER'S SELECTION OF CONNECTORS / HAN6ER5 TAKE PRECEDENCE, 3. INTERIOR YVALL5 TO BE SUPPORTED BY STG CLIPS. c F,6l) Fes! €�a(Z `vti►S 4. VALLEY SETS TO BE MOUNTED IN VTG GLIP5. ROOF FRAM INS FLAN SCALE 1/4" = 1'- 4" REFERENCE NORTH It 5W%E'%� rrt - 3 J w O W LL m m w r- o U 0 O of _{ CL O CL 6 O ul Q d 52 m 2 O 7 CL c/] A w W A Z z O O _ ■A � O ul Q W 0 o a A � cr w z h- o�¢ z IL N m r N � m S2 rL rL moo} U Ty v [L U L!l LL Q Z Lti L) U O 4. y n r �• vo N� JU A� U W 's) v QW v� tf) z �O 4 z luQ J O � LL' �m 7- 0.2Z DEVELOPMENT 10 EW 2YUO • v -f Y?11 1� aET,aiL ■ SGALE vim-'-� � i �--i v I; ✓ A4L6 DETAIL SaALE 1" = is-O" Wt114 1WtZ 5 PETAI L SCALE 1 u = i e-0n E7< i" = i'-Gu 5/X4-r}em Coal E?� �j21 fvXr �5'j-s O w Ion �0�-ib� 61 � F'lIL Ly- 'r%, �, r - G� !oCv (b �f4 70 e,,-, rr �t;g� se., eMJ5> X I6-) oC, � ,L 6 PETAIL SCALE r� J WALE 4w 4x4 f i:>� A ,L 1" = i'-0" SCALE WALE i = 11, 0,1 4e.t& wz:,& pip REVISIONS 1 DEVELOPMENT SEa I BEFfFRTPoIEItlI-1 11 OsI PETAL SGALE 41 ram& 169" 4P -�- �lz 1" = 1`-0" k rrrro.rr�� 11 PETAIL SG}4LE 1Dc . OiL;r Itl = 1 1-0" SGhLE i" = 9'-0" L Li r-I N,6 11-4- © Uf-- 'Ii(' IMF 10 META L SaALE i" = V-0" ILL 12 METAL CI W44L _Hpbajr Lb 6OML i el-Y Z° L~ yz 2 C7 oR i aU ca �, T �LL w0 co ¢F J¢ w 0 m OLU n o In In ILI a LLI Y m v 0 z Q. Q. z Q O a Q JU A U = lu N W a ua A � w 2 ,R Ul O " — m U � � o m O o U L[] 7 C LU VJ 0 rO Z [SJ 5 U O O 7-P. 2-z DEVELOPMENT SERYII 12 TYPICAL ROOF ASSEMBLY: 3 TAB DIM. COMP. SHINGLES 15 FELT, DBL COURSE AT 2:12 TO 4.12 PITCH, SINGLE > 4:12. 5/52" 017X OR O515 SHEATHING. USE CCX AT EXPOSED EAVES. TRUSSES AT 24"06 OR RAFTERS AND CEILING .JOISTS PER PLAN. R- 1? SLOYVN INSULATION AT FLAT ram- 511 i i • rr . �. r. r r. 5/5" 6,W8 CEILING )N/ PVA SEALER. - MINIMUM 1" CLEAR AIRSPACE ABOVE BAFFLED INSULATION 5 HOLE SCREENED BIRD BLOCK FASCIA AND ALUMINUM GUTTERS, DOAN5POUT5 PER ELEVATIONS 7 � orr- /w mm (V TOP PLATE SIMPSON H-1 CLIP AT EACH TRUSS OR RAFTER TO T.PL. J11w,woril�. `r-144H (3�IYvo��v S�1b 14I PETAIL EXTERIOR WALL 2X6 STUDS 2X6 2X4 INTERIOR PARTITION TYPICAL WALL INTEP5ECTION PLAN VIEW - NO SCALE CORNER BOARDS PER ELEVATIONS AND DETAILS SIDING AND SHEATHING (3) 2X6s GWB TYPICAL EXTERIOR CORNER PLAN VIEW - NO SCALE (3) 2X6s GWB SIDING AND SHEATHING 2X2 OR PER ELEVATIONS SPECS OR DETAILS TYPICAL INSIDE CORNER PLAN VIEW - NO SCALE ;"7"I "l-L \A141-Ll. -vjzt:)j-rL" �- Np p'l Z alr';1N4�1, E - �z OPX t44EATH� It zqc-� e-K CT; f -p-1 M �01 P-dA�p 1 I�Cn 1�'Jew T=I - I I W�C1:1-;'?ICIw1i - kw-Ll Alv N � fftk ! �- � I >INC� 15 OF -TAIL F.Fl— ---- I TOTAL RISE IIlti F.FL. OPTIONAL SKIRT BD. GUARD RAIL5 PER NOTE 5 BALUSTERS OR HALF ANALL5 EASE N05INC55 HANDRAILS PER n z NOTES 2 AND 3 w 0 z N 0 T PROVIDE FURRING w AND R-111 INSUL. IF a a �- U- AT GONG. YNALL m 0 co 80" MIN. CLR SEE NOTE 4 fl Ins TYP.r---�k 7 �.4 1 1, Y T ANCHOR 36" MIN. FIREBLK PER 6EN NOTES L.,.._ 51MP50N A55 LSc FFENCLOSED STORAGE SEE NOTE 6 2X12 DF#1 STRINGERS 16" O/G MAXIMUM T*,'PIGAL STAIR PETAIL NO ectkL.E NOTES: 1. PROVIDE STAIRY4AY MINIMUM WIDTH OF 36", R15ER HEIGHT OF S" MAX., TREAD LENGTH OF q" MIN., AND A 3/8" MAX. VARIATION. 2. 5TAIRY4AYS LP-55 THAN 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLF-55 BOTH SIDES ARE OPEN. 3. RAILS SHALL BE 34" TO 55" OFF N051N65 4 SPACED 1-1/2" MIN. OFF NALL III A SMOOTH, 1-1/2" TO 2" DIAMETER GENERAL GRA5P, AND A NEWEL OR RETURN AT ENDS. 4. PROVIDE SO" MIN. CLEAR HEADROOM ABOVE STAIR N051N65. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MIN. HEIGHT OF 36", AND INTERMEDIATE BALUSTERS OR RAILS SPACED SO THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. 6. ENGLOSED USABLE SPACE UNDER STAIRS SHALL HAVE FIRETAPED 5/8" GYPSUM Y`1ALL BOARD, TYPE "I ON YNALL5 AND CEILIN(55. } ��o, �•I�oa Jal�� � 1 � v� zI ��IlfaL \N TLPI 4- z' I �- ft H -�'-Z I \r ",I, tr- Ow N o oa a w 0 0 � m a Q Q z 0 Z 0 A U Ju W = 0 0 A � o p �► z IL IL N U m �n i s c� m o Q rt o �- w U w O 0 a 7. 11 - ZZ DEVELOPMENT SERVI 13 SCALE 1" = 11 -0 " SCALE 1 = 1'..p" N 4�6 M'�j m m C -� m cf) r, , 5 m O . N z me. y 1lv ALBERT H. COHEN DES16N GOMPANYr.�. 550 DAYTON 5TREET 5UITE 6 EDMOND5, YlA g5020 AL6ERT HILTON 00HIEN, ARGHITEGT TEL (425) TTb--15-3 5496 REGISTERED CGIFFORP R�5117�1�G� AR ITECT g403 - 232nd ST. S.W. EDMONDS W 98020 AL ERT H. COHE�f STATE OF WASHINGTON DOCUMENT OF SERVICE - COPYRIGHT OAHC 2022- UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL. LAW. mm N W Nco