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APPROVED BLD RESUB 1 BLD2023-0737+Architectural_Plan+8.7.2023_4.16.52_PM+3711781f�E51GN LO,�flS CODES 2018 i,R,G. WITW WASHINGTON STf4TE AMENDMENT5. 2018 WASHINGTON ST,a.TE ENERGY GODS • ROOF: 25 P5F (SNOW) • FLOORS: 40 PSF • SLEEPING ROOMS AND HABITABLE ATTIG5: 30 P5F • ATI"IG WITH LIGHT 5TORAGE: 20 P5F • ATTIC WITHOUT STORAGE: 10 P5F • STAIRS: THE GREATER OF 40 P5F OR GONGENTR4TED LOAD OF 300 LBS PER 4 SQUARE INCHES • DECKS AND BALCONIES: 60 P5F • GUARD AND HANDRAILS: HORIZ 200� PT. LOAD AT TOP • GUARDRAIL IN -FILL COMPONENTS: 50 LB5 PER SQ FT • BA51G WIND SPEED: 85 MPH, EXPOSURE B (U.N.O.) • 5EI5MIG ZONE: U5E GROUP i, DESIGN CATEGORY D2 501E • 501E BEARING CAPACITY ASSUMED AT 15D0 P5F IN PLANS OR PER REPORT BY QUALIFIED SOILS ENGINEER. • EARTH PRE55URE ASSUMED AT 60 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 PGF FOR � CANTILEVER RETAINING WALLS. CONCRETE • 30D0 P51 MINIMUM GOMPRE551VE STRENGTH AT 28 DAYS, WHERE PLACEMENT 15 EXPOSED TO WEATHER, GARAGE AND CARPORT SLABS, PORCHES, STEPS AND RETAINING WALLS (TABLE R402.2.). • 2500 P5f MINIMUM AT OTHER CONCRETE, NOT EXPOSED TO WEATHER. • EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED NOT LE55 THAN 5% OR MORE THAN 7%. • MIX REQUIREMENTS: 5-1/2 5AGK CEMENT PER GU YD, WITH MAXIMUM OF b GAL. WATER PER 5AGK. MAXIMUM 5LUMP 4", MAXIMUM AGGREGATE 512E i-1/2" REINFORCING STEEL • ASTM A-bi5 GRADE 50 FOR SEISMIC 'D' FR�4MING LUMBER {UNLE55 NOTED OTHERWISE) PLATES H F #2 (P.T. AT GONG) MUD51LL5 ON GONG P.T. HF #2 STUDS HF "STUD GRADE" JOISTS AND RAFTERS HF #2 HEADERS DF �2 P05T5 AND BEAM5 DF �1 GLU-LAM BEAMS (SIMPLE SPAN) 24F-V4 GLU-LAM BEAMS{OVERHANGING) 24F-Y8 DEGK JOISTS AND LEDGERS P.T. DF #2 DEGK BEAMS P.T. DF #1 M�450NRY • MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 5AND. GRADE �}O STEEL GENEi�,�4L NOTES 1. CONTRACTOR 5HALL VERIFY ALL EXISTING SITE GOND1710N5 FOR COMPLIANCE WITH PLANS AND SPEGIFIGATION5. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLIG?�BLE, Ti-IE DIMEN510N5 OF EXISTING STRUCTURES AND THEIR STRUGIURAL AND MECHANICAL COMPONENTS. THIS OFFICE 5HALL BE NOTIFIED PRIOR TO 15 ,AMBIGUITIES OR �[ GENER,+�I� GDNSTRUGTION NOTES ICJ A�. SITE GONDtTIONS AND SITE 1NORK 1. IF 501E GOh[DITIGN5 ENCOUNTERED UPON EXCAVATION DIFFER FROM THE 501E BEARING CAPACITY OUTLINED UNDER "DE51GN LDAD5", OR fF EXCESSIVE GROUND WATER 15 PRESENT, CONTACT THIS OFFICE BEFORE PROCEEDING. ALL FOOTINGS 5HALL EXTEND TO BELOW THE FR05T LENE AND SWALL BEAR ON UNDISTURBED, NATIVE SOIL. 2. DO NOT BAGKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRACED OR HA`•/E BEEN DESIGNED TO RE5{5T LATERAL EARTH PRESSURE. B,4GKFlLL MATERIAL 5HALL BE GLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. 3. INSTALL A 4 INGH DIAMETER PERFORATED PERIMETER DRAINS !N ONE GU. FT. Ol~ DRAIN GRAVEL PER LINEAL FT. WITH FILTER FABRIC OVER. PROVIDE SEPARATE DOWNSPOUT AND SEALED 5URFAGE DRAINAGE AND/OR RETENTION SYSTEM A5 REQUIRED BY LOCAL GODS, B. CONCRETE 1. GENTi=R AL-L i'05T FOOTINGS UNLE55 NOTED AND PROVIDE 2 INGH PLINTHS ADJACENT 5LAB5, S INGH PLINTHS AT OPEN EARTH (6 INGH Ir P05T 15 PRESSURE TREATED), AND INSTALL SILL PLATES AT LEAST b INCHES ABOVE FINISHED GRADE OR 2 INCHES ABOVE SLABS. DAMP-PROOF EXTERIOR OF BASEMENT WALLS AND WALLS RETAINING EARTH ADJACENT GRAWLSPAGES V�tl7'}-1 TWO GOATS OF ASPHALTIC EMULSION UNLE55 A SPEGII=IG WATERPROOFING SYSTEM 15 5PEGIF[ED IN THE PLANS. 2. INSTALL STEEL. REINFORCING PER A.G.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONCRETE COVER IS 3" TO EARTH, 2" TO WEATHER, 1" TD OTHER. 3. ANCHOR BOLTS TO BE EMBEDED A MINIMUM OF '1 INCHES U.N.O., TWO BOLTS MIN. PER PLATE, PLACE WITHIN i2" FROM 4. NEW FOOTINGS 5H5 LTMEXTENDI TO�DEPT� TH� WELL NOT IMPOSE LOADS ON NEW OR EXISTING BASEMENT OR RETAINING WALLS UNLE55 SPEGIFIGALLY DETAILED IN THE PLAN5. 5. TIE NEW FOOTINGS TO EXISTING FOOTINGS AT ALL INTER5EGTION5 WITH A MINIMUM OF TWD #4 PINS AT FOOTING AND TWD aE4 PINS AT WALL. EMBED PIN5 4 INCHES MINIMUM IN ,�[ EPDXY GROUT. LW G. LUMBER 1. FRAMING LUMBER TO BE KlLhI DRIED TO 39°.6 MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER W.G.L.I.B. OR N{.W.P.A. AS APPLICABLE. PROVIDE GRADE AND SPEGIE5 A5 PER FRAMING PLANS, GENERAL NOTES, AND DESIGN LOAD CHART. 2. SILL PLATES, DEGK SUB -STRUCTURES, P05T5 AND BEAMS EXPOSED TO WEATHER AND WOOD IN CONTACT WITH CONCRETE 5HALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. 3. GLU-LAM BEAMS 5HALL BEAR AN A.I.T.G. IN5PI=GTION STAMP AND 5HALL BE "ARCHITECTURAL GRADE" WWERE ,�,.,( EXPOSED TO VIEW OR PER SPECS. LYJ D. FR�4MING 1. COLUMNS AND P05T5 5HALL BE FRAMED TO TRUE END BEARINGS WITW /nDEQUATE ANCHORS AT TOP AND BOTTOM TO PREVENT UPLIFT AND DISPLACEMENT. 2. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS, AND JOf5T5 PER IRG R502.'7 AND PROVIDE TEMPORARY BRACING A5 REQUIRED UNTIL ALL PERMANENT GONNEGfIDNS AND STIFFENERS ARE INSTALLED. WOLFS AND NOTCHES PER R502.8 3. PROVIDE A MINIi�(UM J015T BEARING OF 1-1/2" ON WOOD, 3" ON CONCRETE. WOOD ENTERING CONCRETE OR MASONRY 5HALL HAVE i/2" NET AIRSPACE AT TOP, SIDES AND END. 4. MULTI 2X BUILT-UP BEAMS SWALL BE 5PIKED TOGETHER. UNLE55 NOTED, U5E 10d NAILS AT 12" O.G. STAGGERED. 5. SOLID BLOCK W/ 2X AT MIDPOINT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS AT 5UPPORTS. DOUBLE JOISTS UND1=R PARALLEL BEARING PARTTIONS AND UNDER WINDOW CRIPPLES AT OVERHANGING FLOORS. 6. F1RE5TOP AND DRAFT5TOP TO GUT OFF ALL CONGEALED WORIZONTAL AND VERTICAL OPENINGS AT GEILINGS, FLOORS, AND ATTIC. PROVIDE VERTICAL F1RE5TOP5 AT 10' HORIZONTAL INTERVALS AT WALL FURRING VOIDS. FIRESTOP TOP, 1,30TTOM AND SIDES OF STAIRS WITH 2x NOMINAL LUMBER, wR N E A ENGE OVER DRAWING � E. METAL CONNECTORS 5G E. I TA P GE OVER PLAN AND ELEVATION VIEWS. 1. ALL METAL GONMEGTOR5 5HALL BE "51MP50N" OR AN p �� A E , !� R USED�P1RIMDUGTS 2, FRgME NFA�IL NGUSN EL COMPLY WITH IBG/IRG R602.9.(i) (2) I�G��.la�'A�.t UNLE55 NOTED OTHERWISE ON FRAM NG P OR REQ EMENTS OF E URRENT CODE • � • � • � • � • � • � • ����1�,,�L��I �L�� �ACL�I��� �NAL,L-BE�MMON WIRE AO LIGAB E i OGAL� DES, WH IGH TA 5- I.�I>� ®fin g d o c u m e � taf��fi'T�IIR ��� ��G�j I5. ' OL P 10 R E P IE5 E P NS, ANCHOR BOLT Y'L°5HER5 TO BE SQUARE 3" x 3"Ix 1/4". ENI•>��(a�>� u i l d i n g i n s p pI�GTORs EyP05ED TO WEATHER 5HALL BE GALVANIZED AND 15 NOT TO BE CONSTRUED A5 A PR�FE5510NAL SURVEY. `"OKFT 1iE ,4PPRGVED COATING. ROOFING 5HA1.� BE FASTENED THE CONTRACTOR 5HALL TAKE FULL RE9PON51BILITY FOR WITH CORROSION -RESISTANT FASTENERS. ■ MAINTAINING REQUIRED ZONING SETBAGi115 OR 5HALL, AT THEIR 4. AGQ-G and D TREATED WOOD (ALKALINE GOPPJrR QUAT) D{SGRETIDN, REQUEST THE OWNER TO PfitOVIDE A REQUIRE5 CORROSION PROTECTED FASTENERS BOLTS, AND 5. THE CONTRACTOR 5HALL SEGUR ALL 1 OBTAI I�-, ' I 1. ���' aF s�� P � I/IE�.EL�B INLFLooRs, 51ZEL __�_� � Ferri t`"��� 1-i�3.-ii i�' : � � J � I RE IN5TRUME 5 I��F{E� ARCHITECT. C _Lli(,iA�( T D OTHER EF COPYRIGHT, REPRODUCTION OR 5E OI PROHIBITED WITHOUT PERMISSION IN ARCHITECT. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE E5. - OF ■ ❑ ■ ■ ❑ - ■ ■ Ao�PROVED ARCHI HARDw�RE A�R'I�'�T�c� �'�1PLE5505TEEDG �-IOTDIPPED PERMITS = to OVED STF�JC O IAPHRAGM NAI ING J-�i�� O�. L 5HALL HAVE A GR�A7ING 5 A OF A A a PER IBG/IRG b02.3.(1)Y2). ��I��'VIEWED CALQIJ P ��`EATWING AND NAILING:KU.N.O.J IGAL WORK. L G 5HALL BE 3/4" T8G G-D-EXT•APA f WITH GLUE, PI: 32/1b, GLUE AND 1%AIL I���� C R E D I T WORK ' O.G. EDGES, 10" Q.G. FIELD. ■ AND ARE THE ROOF SHEATHING 5HALL BE 15/32" C.-D-INT-APfy PLYWOOD �N�ll.-lJ ])� WITH EXTERIOR GLUE, PI: 24/O, OR 7/1b" 05B. ]�J�U N NAIL 8d AT 6" O.G, P,e,NEL EDGES, 12" O.G. FIEL =RVIGE � WALL SHEATH]NG 5HALL BE 15/32" G-D-INT-APA�'LYWOOD WITH EXTERIOR GLUE, PI: 24/O, OR 7/16" 058. �,� PLAN NAIL Sd AT b" O.c, PANEL EDGES, 12" D.G. FIELIj 1 1 1 • CITY OF EDMONDS BUILDING DEPARTMENT 2021 � G. VENTIL,�TION AND �GGESS ❑ O. TRUSSES i. VENTILATE CRAWL SPAGES AND OVERHANGING FLOORS WITH 1. PRE -FABRICATED TRUSSES 5HALL BE DESIGNED BY A 5GREENED OPENING5 NOT LE55 THAN 1 5Q. FT_ NET CLEAR WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN AREA FOR EACH 300 5Q. FT. OF UNDER FLOO:� AREA. ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT DISTRIBUTE OPENING5 APPROXIMATELY EQUAL:�LONG THE COMPLETE SHOP DRAWINGS WITH ENGINEER'S 5EAL FOR LENGTH OF AT LEAST TWO OPP051TE SIDES AhT ONE OPENING APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE WITHIN 3 FT OF EVERY CORNER, 5TAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY COVER WITH i/4" CORROSION -RESISTANT WIRE MESH AT CONTROL AGENCY 5UGH A5 WASHlNGTON WOOD TRUSS CRAWL SPACE OPENINGS. FABRICATORS COUNCIL. 2. PROVIDE 18" X 24" MEN. CLEAR ACCESS TWRU F;_OOR OR 1b" X 2. CONTRACTOR TO VERIFY 5PAN5 PRIOR TO FABRICATION. 24" THROUGH WALL TO UNDER FLOOR AREAS. 3. APPROVED HANGERS MUST BE USED AT ALL GONNEGTIONS OF 3. VENTILATE ATTIC SPAGES WITH NET CLEAR AREA EQUAL TO RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRU55. 1/150TH OF TFfE ATTlG AREA, EXCEPT THE NET rREA MAY BE NON -BEARING PARTITIONS BELOW TRUSSES 5HALL BE 1/300TH, PROVIDED 50% TO 8090 15 3b" ABD\•� EAVE5, WITH 5EPARATED FROM TRU55 WITH SIMPSON 5TG GL[P5. THE BALANCE IN THE EAVES. 4. 7RU55E5 5HALL BE BRACED TO PREVENT ROTATION AND 3. WHEN A 3D" OR MORE CLEAR ATTIC HEIGHT EXbTS FROM THE PROVIDE LATERAL 5TABILITY AND INSTALLED IN ACCORDANCE TOP OF GEILING JOfSTS TO UNDERSIDE OF ROGF AND A 30+ WITTH THE INDIVIDUAL TRU55 DE51GN PROVIDED BY THE 5Q FT AREA, PROVIDE AN AGGE551BLE PANEL 22" X 30", WITH MANUFACTURER. 30" CLEAR HEIGHT ABOVE. PROVIDE 1N5ULATIGN RETAINER, R- 4�f GATT AND WEATHER-STRIP. P. SKYLIGHTS H. SAFETY GL�4ZING 1. GLAZING 5HALL BE INSULATED, FULLY TEMPERED, OR LAMINATED GLA55 PER SPECS. 1. TEMPERED SAFETY GLA55 5HALL BE ]N5TALLEL IN 2. PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER HAZARDOUS LOGA'f10N5 AND SUBJECT TO HUM.=,y IMPAGT, FLASHED AT TOP AND BOTTOM AND STEP -FLASH SIDES. GLAZING iN DOORS, GLAZING WITHIN A 24" ARG OF CLOSED TWE UNIT 5HALL HAVE A GONDEN5AT10N GUTTER AT THE DOOR, GLAZED AREAS > q 5Q. FT. WHEN LE55 =�fAN 18" LOWER END. INSTALL PER MANUFAGIURER'5 lN5TRUGTlONS, ABOVE A WALKING SURFACE, PER IBG/IRG R303.4. IN5ULATE, FINISH AND FLARE WELL TO GEILING PER PLANS. 2. SAFETY GLAZING 15 REQUIRED TO BE PERMAN�ITLY MARKED PER IBG/IRG R308.i. Q. EMERGENGY EGRESS I. ELEGTRIG,�L 1. EVERY 5L.EEPING ROOM, BASEMENT, AND HABITABLE ATTTG 5HALL HAVE ONE OPENABLE EMERGENGY E5GAPE AND 1. ELECTRICAL CONTRACTOR 5HALL EVALUATE AK7 DETERMINE RESCUE OPENING. THE OPENING 5HALL HAVE A MAXIMUM SILL ADEQUACY OF EXISTING AND PROPOSED ELEG'31GAL SERVICE HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF AND PROVIDE REQUIRED CIRCUITS AND AMPER-.GE PER N.E.G., 5.7 5Q. FT., MIN. CLEAR HEIGHT OF 24", MIN. CLEAR WIDTH OF STATE AND LOCAL ENERGY CODES, AND MAN11r. SPECS FOR 20" AND 5HALL BE OPERABLE FROM THE INSIDE WITHOUT PROP05ED PRODUCTS, APPLIANCES AND EQUI,=MENT. 5PEGIAL TOOLS OR KEYS. GRADE FLOOR OPENING5 MAY HAVE NET CLEAR MIN. OPENING OF. 5 5Q. FT. J. MEGHP�NIG,4L � R. SMOKE ,4L,4RM5/DETEGTORS }AND i. WARM AIR FURNACE OR GA5 H.W. TANKS 5HALL ;yDT BE INSTALLED UNDER STAIRS AND 5HALL HAVE PRGPER VENTS G�RBON MONO)CIDE �4L�RM5/DETECTORS AND DIRECT OUTSIDE COMBUSTION AIR PER GORE AND 1. SMOKE DETECTORS 5HALL BE LOCATED IN EACH SLEEPING MANUFACTURER'S SPEGIFIGATlONS. AREA AND CENTRALLY LOCATED !N THE CORRIDOR OR AREA 2. GA5 APPLIANCES IN GARAGE SHALL BE ON A 1b' HIGH GIVING ACCESS TO EACH SLEEPING AREA. WHERE AN ACCESS PLATFORM. IF APPLIANCE 15 IN UNE OF VEWIGL.E TRAFFIC, CORRIDOR OPENS INTO A ROOM WITH A GEILING 90" OR PROVIDE A 3" C� GONG FILLED 5TEEL BOLLARD_ HIGHER THAN iWE CORRIDOR, OR HAS A DOOR, A DETECTOR 3. AIR DUGTS PENETRATING GARAGE TO HOU5E SEPARATION 5HALL BE PLACED IN EACH. DWELLINGS WITH MORE THAN ONE 5HALL BE 26 GAUGE MIN. OR HAVE APPROVED TAMPERS. STORY OR WITW A BASEMENT 5HALL W�.VE A DETECTOR 4. DUGTING TD MEET MECHANICAL 5TD5 AND 5Y5T-M5 ARE TO BE INSTALLED AT EACH LEVEL AND IN GL05E PROXIMITY TO THE BALANCED. CONTRACTOR 5HALL PROVIDE MEG:ANIGAL STAIRS. ALL SMOKE DETECTORS 5HALL BE INTERGONNEGTED DUGTING, EQUIPMENT SIZING, HEAT L055 GALGUL�TIONS AND AND AUDIBLE IN EVERY BEDROOM WITW iHE]R DOORS CLOSED. MANUFACTURER'S DATA ON EQUIPMENT EFFIGIENGY• AN INTERGONNEGTED HEAT DETEGTOR/ALARM 5HALL BE 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS INSTALLED CENTRALLY IN NEW ATTACHED GARAGES. 5HALL HAVE MECHANICAL EXHAUST, IN INSULATE7, RIGID DUGTING TD EXTERIOR, WITH A BAGKDRAFT DAh?ER, CAPABLE 2. 5MOKE DETECTORS EN NEW GONSTRUG'TION 5HALL BE DIRECT OF 5 AIR GRANGES PER HOUR• WIRED TO BUILDING POWER WITHOUT A DISCONNECT SWITCH 6. DRYER 'EQUIVALENT' EXHAUST DUCT LENGTH 15 TO BE POSTED OTHER THAN FOR OVERGURRENT PROTECTION AND MUST HAVE WITHIN 6 FT OF DUCT CONNECTION. BATTERY BACK-UP. 7. RANGENOODS IN EXCESS OF 400 GFM 5HALL H=VE AUTO- GONTROLLED OUTSIDE MAKE-UP AIR. 3. CARBON MONOXIDE ALARMS 5HALL BE DIRECT WIRED AND INSTALLED OUTSIDE AND IN THE IMMEDIATE VICINITY OF K. PLUMBING SLEEPING AREAS AND ONE ON EACH HOU5E LEVEL AND INTERGONNEGTED WITH SMOKE ALARMS. 1. PLUMBING CONTRACTOR 5HALL SIZE ALL LINES, VENTS, INTERGONNEGTION MAY U5E WIRELESS iEGHNOLOGY. AIRGAPS, AND GLEAN -OUTS PER CODE. 2. FLOW RATE5 TO COMPLY WITH CURRENT CODE � S. SECURITY TOILETS: i.b GPF (MAX), SHOWERS: 2.5 GPM (MAX), LAVATORlES/FAUGET: 2.5 GPM (MAX). 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A 3. HOT WATER TANKS 5HALL BE SIZED BY INDUSTRY 5TD5 MINIMUM i/2" THROW DEAD BOLT WITH LOCKS OPERABLE FOR PROPOSED U5E AND BE LABELED NAEGA .=PPROVED. WI-�I-{OUT SPECIAL KNOWLEDGE, KEYS OR EFFORT. 4. HOT WATER TANKS REQUIRE DUAL (HIGH AND LAW) SEISMIC 2. PROVIDE AN OBSERVATION PORT � 54"-bb" ABOVE THE STRAPS SECURED TO 5TUD5, EXPANSION TANK, AND A FLOOR AT SOLID, UNGLAZED ENTRY DOORS. PRESSURE RELIEF VALVE (PLUMBED TO EXTER{DR). L. MOISTURE CONTROL 1. SHOWERS 5HALL HAVE ANON -ABSORBENT SUR: AGE TO A 1' HEIGHT OF i2 INCHES ABOVE FLOOR. 2. PROVIDE WATERPROOF BOARD OR GLA55 MOH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. TIL SHOWERS 2 WITH A SITE -BUILT PAN 5HALL BE FILLED ,4ND L=.aK TESTED FOR i2 HOURS. PROVIDE MILDEW RESISTANT G=,ULK AT ALL 3 TILE AGGE550RIE5. IYJ M. B,4TH 51�FETY 1. HINGED SHOWER DOORS 5HALL OPEN OUTWARi. DOORS AND SHOWER ENCLOSURES 5HALL BE FULLY TEMPERED OR LAMINATED SAFETY GLA55, MINIMUM TWIGKNE55 = i/8" '4'• TEMPERED, 1/4" LAMINATED. 2. FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE SKID -RESISTANT. PROVIDE SECURE BLOCKING ; OR ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORii`1G A 300 LB. IMPAGT LOAD. 1. ❑ N. F�GTORY BUILT FIREPLACES /STOVES i. UNITS 5HALL BE U.L. LISTED PER UL12�, AND INST,=d.LED PER MANUFACTURER'S RECOMMENDATIONS AND REGYJlRED 2• CLEARANCES. 2. UNITS 5HALL HAVE TIGHT -FITTING GLA55 OR MEAL ODORS, 3• READILY AGGE551BLE CONTROLS TO A TIGHT F€FTING FLUE DAMPER, b INGH DIAMETER OUTSIDE GOMBUS'FIGN A[R DUCT TO FIRE BOX, AND A 3/8 INGH THICK MIN. NON-G01�3U5T1BLE HEARTH EXTENSION THAT 15 READILY DiSiINGU[�:fABLE FROM 4. SURROUNDING FLOOR. 5. 3. PROVIDE CHIMNEY SIZE AND CLEARANCES PER ',ODE AND MANUF. SPECS FOR INSTALLATION OF SOLID FU=! BURNING APPLIANCES. 4. FIREPLACES WITH GA5 COMBUSTION ONLY SHAL. BE b. INSTALLED PER I.M.G. AND MANUF. SPEGIFIGATlG�15. City Of Edmonds Building Department Work REMODEL &DECK Address 920 DAYTON ST Owner McGILL Approved Date 08/25/2023 Building Official EYlfi iiL�Y'f24' Permit Number BLD2023-0737 T. G,4R,�GE /DWELLING SEP�R,4TION GARAGE TO DWELLING 5EPARATION 5HALL CONSIST OF FIRETAPED 1/2" GWB, APPLIED TO THE GARAGE SIDE OF ALL GARAGE SURFAGE5 ADJOINING DWELLING'S LIVING, ATTIC AND CRAWL 5PAGE5. DOORS FROM GARAGE TO DWELLING 5HALL BE 1-3/S"+ THICK, SOLID GORE, AND TIGHT FITTING. GARAGE GEILINGS COMPOSED OF 2x+ SOLID -SAWN JOISTS AND 5UPPORTING HABITABLE SPACE ABOVE, 5HALL HAVE ONE LAYER OF FIRETAPED 5/8" TYPE "X" GWB, ALL GARAGE P05T5, BEAM5, AND WALLS SUPPORTING HABITABLE SPACE 5HALL HAVE ONE LAYER OF FIRETAPED i/2" GWB. GARAGE GEILINGS COMPOSED OF I -JOISTS, WITH HABITABLE SPACE ABOVE, 5HALL HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X", GWB MEN. AIR DUGTS PENETRATING THE 5EPARATION 5HALL BE 26 GAUGE MINIMUM OR HAVE AN APPROVED DAMPER. U. ST,�1R5 �4ND GU�RDRRfLS 5TAIRWAYS 5HALL HAVE A MIN. WIDTH OF 36", A R15ER HEIGHT OF �-3/4" MAX., A MIN. TREAD LENGTH OF 10", AND 3/S" MAXIMUM VARIATION5. A TREAD NOSING OF 3/4" TO 1-1/4" IS REQUIRED ON STAIRWAYS WITH 50LID RISERS UNLE55 TREAD DEPTH IS 1i" OR GREATER. HANDRAILS 5HALL BE PROVIDED ON AT LEAST ONE SIDE OF FLIGHTS WITH 4 OR MORE RISERS. HANDRAILS 5HALL BE PLACED 34" TO 38" ABOVE THE N051NG5 AND SPACED 1-1/2" M]N. OFF WALL WITH A 1-i/2" TO 2" DIAMETER, SMOOTH GRASP AND AT NEWEL OR 1-1/4" RETURN AT ENDS. PROVIDE 80" MIN. CLEAR HEADROOM ABOVE N051NG5. AREAS 30" ABOVE GRADE (WITHIN 3 FT) OR ADJACENT FLOORS PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAIL5 SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE FIRETAPED 1/2" GWB, ON WALLS AND SOFFITS. PROVIDE FIREBLOGKING IN CONGEALED SPAGES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS. Separate plumbing permit required. RESUB Aug 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o Z 0 �� �� x �, o x N �¢ x� �� 0 mw cn � ¢ F rn � v u� _ S J 0 0 U W � � N 0 � a d) W �.. m x � 0 V a o: Q z z ■A �_ U �}/ !U � Q o W n �-. � � � �Z 0 � � N U (Q 0 s o (V � � a o U 0 z 0 0 l i��3 RE/V�ISION��JJS �j I `�) • �J �9 2 TABLE R402.1.1 INSULATION ANR FENESTRATION REQUIREMENTS BY COMPONENT' Side -to -Side Straps Y�.�.�.G. 2418 �t�IT1®�l ��SII7ENTI�tL R4D2,2 Specific insulation requirements. In addition to the requirements of Section R402.1, insulation shall meet the specific requirements of Sections R402.2.1 through R402.2.11. R4D2.2.1 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 aver the wall fop plate at the eaves. This reduction shall not apply to the U-factor altemative approach in Section R402.1.3 and the total UA altemative in Section R402.1.4. R4D2.2.1.1 Loose insulation in attic spaces. Open -blown or poured loose fill insulation maybe used in attic spaces where the slope of the ceiling is not more than 3 feet in 12 and there is at leas# 30 inches of clear distance from the fop 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 yr 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. R4D2.2,4 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 tv 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�shalf 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 verifed as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall he conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). For this test onty, the volume of the home shall be the conditioned floor area in ft2 (mz) multiplied by 6.5 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 coda ofrrcial. Testing shall be performed at any time after creation of aft 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 altemative. 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 E1827. 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. t]oors 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 infitration control measures. 3. interior doors, if installed at the time of the test, shalt 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 fhe 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 shaft have tight -fitting flue dampers or days 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 shalt be iisfed 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 roam isolated from inside the thermal envelope. Such rooms shall be sealed and insulated In accordance with fhe envelope requirements of Table R402.1.1, where fhe 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 roam insulated in accordance with Section R403. The combustion air dust 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 buAding thermal envelope shall be Type IC -rated and certified under ASTM E283 as having an air leakage rate not mare than 2.0 cfm (0.944 Us) when tested at a 1.57 psi {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. ' � • �CLlMATEZONE,5�ANQINAITI�+lE4 ;_ '^ Fenestrattan U-Factorb 0.30 3kylightb U-Factor 0.50 Gelling R-Value° 49 21 int Wood Frame Wallg�h R-Value Floor R-Value 30 Below-Grads°��' Wall R-value 10/15/21 int + 5T6 Slabd�r R-Value 8� Depth 10, 2 ft SECTION R502 ADDITIONS R5D2.1 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 ar hazardous condition ar 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. R5D2.1.1.1 Building envelope. New building envelope assemblies that are part of fhe addition shall comply with Sections R402.1, R402.2, R402.3.1 through R402.3.5, and R402.4. Exception: Where noncondit'soned 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 protect, 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 the#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 Tess than 750 square feet. 2• duct systems that are documerited to have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in WSU R5-33. 3• Uucts 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 chat are part of the addition shall comply with Section R403.5. R5D2.1.1.4 Lighting. New lighting systems That are part of the addition shall comply with Section 404.1. R502.1.2 Existing plus addition compliance (Simulated Pertormance A[ternative). Where nvnconditioned space is changed tv 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 protect, is less than or equal to the annual energy use of the existing building when made[ed in accordance with Section R405. The addition and any alterations that are part of the project shalE comply wish Section R405 in its entirety. 12" maximum from ceiling 3" min Ventilation duct: min. 3" x 3" {see next page) Venting (exhaust gases) B-vent clearance, exhaust to outside. Temperature and pressure relief valve {drain to outside or other approved location- check with local building inspector) per UPC sections 505.4, 5fl5.5, 505.6 � 506.2. Hot water pipe -insulation required Use min. 22 gauce x 3/4" wide metal straps. Drill pilot hole on centerline at stud, insert 1/4" x 4" lag screw through hale in scrap. Use washers. Alternative - If wall studs -�-- are not properly located to allow adequate anchorage, attach min. 2x4 cross brace to studs with 1l4" x 4" lag screw and washers. Then attach anchor strap to cross brace with lag screwl` and washers. UPC 508.2 l Stand required in garage locations as per UPC 508.14(1} 508.14{1). It is revommended that the stand be bolted to waif. NOTE: Perforated iron strap (plumbers tope) tivill not be an acceptable m�thad for strapping. Exhaust to outside �� -3" min. %'� fi" min./ I f� If Wall �framingll stud Il � �� air 12" max. to f.f. control unit Drain Pan Clearance to combustibles, or as per maufacturer's listing. 4" min- 12" max. 6" min. Provide solid blocking between wall and tarsi at each strap -•--� Expansion tank required w/ c[osed plumbing system per UPC section 608.3 �----•--- Cold water supply pipe w/ shut off {see General Information note #ii) 2 straps required locate @upper and e lower 1/3rd of tank UPC 508.2 When installed in garages, 18" minimum required between bottom edge of source of ignition and finish floor level unless the tank is 4" min. a flammable vapor ignition resistant design. UPC 508.i4 I / & G2408.2. Provide protective steel bollard if water heater is placed in front of a parking stall. Provide (� adequate anchorage to floor. .� NOTE: Building departments may accept alternative forms of protection. Consult your local building department for alternative methods. UPC 508.14(2) �oT �T�� T�I�K ��ST��.��Tio� 27�T�f� NO SGALF WIfi�I�OYV �NI7 ��CT�RIOiz HOOK SGH�t7UL� ATTENTION: TH15 SCHEDULE 15 FOR ENERGY CODE GLAZWG GOMPLIANG)w ONLY, AND 15 NOT INTENDED A5 PRODUCT ORDERING SPEGIFIGATiONS. • 5EE WORD ABBREVIATION 1ND1=X ON PAGE 1 •PROVIDE HARDWARE & AGGFa50RIE5 PER OWNER. • GOD)= LETTER =WINDOWS, CODE NUMBER =DOORS •PROVIDE WTI.=R-STRIPPING FOR EXTERIOR DOORS. • ONLY THERMAL ODORS ARE LISTED BELOW, -PROVIDE SGREE'�i5 FOR VENTING WINDOWS, DOORS AND SKYLIGHTS. • VERIFY SIZES AND QUANTiT1E5 WITH PLANS. -PROVIDE MANUi=. STD. MUNTIN GRILLS A5 SHOWN ON ELEVATIONS. • 5EE ELEVATIONS FOR VENTING 8 CUSTOM SHAPES. •MANUF/ SUPPLIER SHALL PROVIDE CONTRACTOR WITH ROUGH • SEE FLOOR PLAN FOR AGTiVE DOOR PANELS &SWING. OPENING REQUIREMENTS AND INSTALLATION WSTRUGTIONS. NFRG GODS UNIT 51ZE NO. WIDTH HEIGHT 5Q. FT. D1=5GRIPTION FRAME TYPE GLA55 TYPE AIRSP. FEATURE5 U VAL U x A A 5/O x 4/O 1 5.00 4.00 20.00 SLIDER XO FIBERGLA55 2 GL LOW E ARG 0.812 0.30 b.00 B 4/O x 1/b 1 4.00 1.50 b.00 SLIDER XO FiBERGLA55 2 GL LOW E ARG 0.812 OBSCURE 0.30 1.80 G 6/b x b/b 1 b_50 6.50 42.25 5 PIG REPLACE EX WOOD JAMB 2 GL LOW E ARG 0.500 TSG, GLA55 REPL. 0.30 12.68 D b/O x 4/O 1 b.00 4.00 24.00 SLIDER XO FIBERGLA55 2 GL LOW E ARG 0.812 0.30 '7.20 � b/O x 4/O 1 6.00 4.00 24.00 SLIDER OX FIBERGLA55 2 GL LOW E ARG O.8f2 0.30 '7.20 i= 5/O x 4/b i 5.00 4.50 22.50 SLIDER XO FIBERGLA55 2 GL LOW E ARG 0.812 TSG, OBSCURE 0.30 b."15 G b/O x 2/O i b.00 2.00 12.00 5LIDER XOX FIBERGLA55 12 GL LOW E ARG O.8t2 0.30 3.60 H 10/O x 5/b i 10.00 5.50 55.00 5LIDER XOX FIBERGLA55 2 GL LOW E ARG 0.812 HIGH HEADER 0.30 1b.50 1 3/O x 3/b 2 3.00 3.50 2i.00 5LIDER XO FIBERGLA55 2 GL LOW E ARG 0.832 0.30 6.30 J 2/O x 4/O 4 2.00 4.00 N%� FIXED SKYLIGHT AL GLAD WOOD 2 GL LOW E ARG 0.250 TSG, 2 u�/ BLINDS 0.54 N/A K 2/O x 2/O 1 2.00 2.00 N/,4 FIXED SKYLIGHT AL GLAD WOOD 2 GL LOW E ARG 0.250 T5G 0.54 N/,4.: L �/o x 2/0 1 3.00 2.00 fit/;4.... t`IXED SKYLIGHT AL GLAD WOOD 2 GL LOW E ARG 0.250 T5G 0.54 N/A' M 'i/b x 3/b 1 '1.50 3.50 2b.25 5LIDER XOX FIBERGLA55 2 GL LOW E ARG O.812 0.30 -I.88 N 3/O x b/b b 3.00 6.50 11'T.00 PICTURE FIBERGLA55 12 GL LOW E ARG 0.812 T5G 0.30 35.i0 O 3/O x 1/4 2 3.00 1.33 5.00 PIG iRAPEZOID FIBT✓RGLASS 12 GL LOW E ARG O.812 5EE DET, FOR SIZE 0.30 2.40 P 3/O x 2/5 2 3.00 2.43 14.56 PIG TRAPEZOID FIBERGLA55 12 GL LOW E ARG 0.812 5EE DET. FOR 517.E 0.30 4.3-i Q 3/O x 3/b 2 3.00 3.50 21.00 PIG TRAPEZOID FIBERGLA55 2 GL LOW E ARG O.812 5EE DET. FOR 51ZE 0.30 b.30 R 3/O x 3/O 2 3.00 3.00 18.00 CASEMENT LEFT FIBERGLA55 2 GL LOW E ARG 0.812 0.30 5.40 5 3/O x 3/O 2 3.00 3.00 i8.00 PICTURE FIBERGLA55 2 GL LOW E ARG 0.812 0.30 5.40 T 3/O x 3/O 2 3.00 3.00 18.00 CASEMENT RIGHT FIBERGLA55 2 GL LOW E ARG 0.812 0.30 5.40 U 5/O x 2/6 1 5.00 2.50 hi/f4 5LIDER OX FIBERGLA55 2 GL N/A AT GARAGE N/A ` , N/,4 V 5/O x 2/b 1 5.00 2.50 N%P. SLDIER XO FIBI;RGLA55 2 GL N/A AT GARAGE N/A; N/,4 i 3/O x b/8 1 3.00 b.b� N/A STOR)w DOOR WOOD 2 GL LOW E ARG 0.500 T5G D. BOLT EXEMPT 21 5F 2 8/O x b/8 1 8.00 b_bZ 54.50 SL GLA55 DR OX FIBERGLA55 2 GL LOW E ARG O.b25 T5G 0.30 16.35 QUANTITY TOTAL: 39 AREA = 522.Ob 5Q. FT. TOTAL UA /AREA = UA AVERAGE = 0.300 UA TOTAL 15b_b2 WINDOWS: MILGARD ULTRA FIBERGLA55, DOUBLE GLAZED, SUNGOAT M.�X LOW E, ARGON FILLED SLIDING GLA55 DOOR: MILGARD ULTRA, DOUBLE GLAZED, SUNGOAT MAX LOW E, ARGON FILLED ENTRY DOOR: 51MPSON, BUFFELIN, OR EQUIV,4LENT 21 SQ FT EXEMPT, DBL GLAZED LOW E, ARGON RESUB Aug 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o Z 0 w� w� Z c~h= Or �¢ �� �� 0 mw J CD ¢ H rn � in _ w 0 0 w U O N 6 O z � W a" _� m � 0 V a � � 0 A z o 0 U 1U Q a lli 0 w • {!-, . N � � o z `n O z V V � � Q 0 O �_ ry � is o U w U w 0 a U O 0 }O � '� � � ' � i Q �� O Q`��' n � � �� �a E � `� Q � � I i I lU tf) `' �� s =y �-' O s � !! Q �Q � `� .� 0 No ,� �rn � .. -��. =r iI 1 o�. �� =m 0 m 1� < n Y oo{ � rn^ . Dmo � V+ A�mO � ^' C mrn� �cZo O i c� �' W m i� f i o'!o ZI ��� � NwN� W �7 I �� I I � o� 3/ I o �� ����>� �� �©��o � ... 0 ,�LSERT H. GOHEN nE5lGN GOMP�NYP.S. 330 D,4YTON STREET SUITE b EDMONDS, YVA 98020 ALB)=RT HILi-OT�t GOHEN, ARGH{TEGT TEL {4�5) TT6-i3"T3 N I�� o� ± �/E�t F 5496 REGISTERED . MGGILL RE5117�1�GE AR T 920 D�YT4N 5T. EDMONDS, W� g802C � ALBERT H. COHEN STATE OF WASHINGTON DOCUMfENT OF SERVICE -COPYRIGHT ©AHC 2022- UNAUTHORI2E0 REPRODUCTION OR U5E 15 PROHIBITED AND PR07ECTED BY FEDERAL LAW. �5=�' .. _ �`�' colt �� 2,�Lo�' - . g -" II �- `" J f �p � _ � 1 �. C� I Eo I� I �'' '�-o h 5--�,il�- � ,.._oh � � ��ti � —o � ` � _�I ` �C 1�-t G I.�-(b� Y�p� _ � HPk? - �[ N I C� IL �f�e� �o . , � � x c.� tJ� . ,��I,�, � - � � � � ,, � ,� � � � I IJ IFX'X�A l� 1 �' b �o 1���3�'� � x � � � �� �� /erg 1�.��`�k� ���`''©x I __ , � I���� � � \ /�,I p � � �.,,. ,,� _�q � �� ,r �" I� � t; p��--id G�tl�t-�irJ�`�` �� Z lix I,�� � -- �.- � � ��I��-� mot. � f �� � :� � Sp � - ,_ ,' t � � ' � �.�' I-� � 4iv t =' I ! �-;�:� � ��� r.� �1 � `�" r�H D, i-le� �'t'� � .�— � . - �I I dp � � �,. j €.? � -j'I �- � ,. _ .. - _ _. 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NORTH s��or�� �Loo� ���� wr- Z z� =Z o= �Q wv � �� wo Q u r u C oQ Oa 6 a l ` .� C v � a v u A C Q z c O � a � Q a �, w N ■ � a +■i o x r_ Z z !n V � o U p a O N r �- o U C w O Z w U O 0 RESUB Aug 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS �' �8•�Z �2 �• ��3 -23 5 �1 I��� V�4U� �IU �IG� �� � ����. '}-- �'. I �� 1 is ��� pia �� � � �, — ___�,.� ��__ __.. � _ _ � . _�_�:�� _ - - i� �� - � � � d ��3 ° � ! i! ,�, e.✓ �' 3� DETAIL r E � 28 �,� � l` � a I� Eve ,� ®� � ��,r N � � �. i�Ir�1��1PGj E 27 °Q • � ., `' �' \ /� E� �' ���� �D Lo�'�� 1 �� .�� r-{h�J �'(D Epp 'L ��z 7 .1 1 ' � j i 11 :........__.._.. 3 �... `. , r ... _ _. � . I ,�.. ... _ .... _ _ � � � �� � - �or�T�l ��.���T�or� .--�' �1Eu�-��L���� �� � Z�1� � i �.�.__ _. ��� ���� — — — � /r � J � v� � l . - � � , ,,�.._ .. , ,__..�_. , _: _ ... , � .._ ...._._.._ _._____�_...__T _.. Y�l�ST �L�Y�TIOI`t �► � ... -� 2Ss.�� �� 25�4 1 �'? RESUB Aug 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ii N O G W r m ,� O W ul � 0 Q z o � O i Ul p UC a W a 0 N �-- � ,R O V� x z z O N V U 4 Q O r- O ry r � o U 0 z U O 0 �' ry �� r r �� � �' � � �Q .� � x° �� w� Q� U �j� u =w �� � � v �� =z s �� � o � �Q � w �m � 2 • � Zz R�VISlONS r2.r.�•Zz jZ�l�•2� 3 .$• -•Z r � -� .. � i A.. >t s . �;� .�``m �� �QUY r .>t 0 aeT�i� � �O NOT GUT TRU55E5 '°` =CARE WELL, %s" GWB LINER SG�LE 1" = 9'-O" �Ev� ��� ��f ��ST ��.���T�o� SG�LE 1/4" W i'— O" ��� �l��� �1�' �U�� �d�� a,J�`�) -- E�.r � �v� G�lI.s�J �, c,�� -rQ � S�Y�T- SKYLIGHT: INSTALL PER MANUF. SPEGIFIGATIONS AND PER GENERAL NOTES PAGE 2, 4" MINIMUM CURB, FLASH AND COUNTER FLASH, STEP FLASH 51DE5 . \� � R-21 GATT INSULATION I - \ �, �� GR055 VENTILATION �� \ `� � BAFFLE IF NEGE55AR'r' � _„i, PROVIDE BLOCKING AT TRU55E5 OR HEADER PER FRAMING PLAN 1 �o - , I '� �-n I X� i j � v � _ T _._,_.... l S"/� � _ � ��1�� I ,. 1 n r w ,;,;, 1 I ' 5®UT#� �L.�V�TI®� I✓x �� I� ��� n �A L � - � �rl� I� �� �_, r.�. � 1_ � ._ r/ Lr r �� ����� �,te�E � �7�T�1L RESUB d z 0 � U lZ1J � �z �g Oz C7 U �¢ F� �' u. � O %� [u w co / \\ Q ~ rn � s w 0 w w U w H O � N a � O z o w �- m ,� � a w ,^ W cn � C O A ■ A z O o U V ' T O Ln � 47 2 N� W a iF 0 w N _ 1— C 2 7 _ `n � z ? V V � " .� T Q O �- o= ," �- w 0 z U O O �2�q-�z REVISIONS 2�15-zZ 1�. t . 2z (� •2 �� �• Z3 SKYl�IGHT TYfi'iG�L 17�T,�IL NO SCALE SG,�LE 111 y .(t /111 Aug 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT rn x N -i z 7� N r 0 0 A r z 0 m 1� < n Y °{� ♦rn^ Dmo � V+ A�mO � ^' C mrn� ��z O � � IV T " `� W W m _ N_ O ' +�. � '` N • C � o �N � N ,4L$ERT H. GOHEN i7E51GN GOMP�4NYp.5. 330 DAYTON STREET SUITE 6 EDMONDS, W,4 g8020 ALBERT HILTdN GOH)=Ti, ARGHITEGT TEI. {425) 776-?373 5496 REGISTERED MGGILL �.E51flE1�G� A CH E T q20 D,4YTON 5T. EDMONnS, YV� g8020 ERT N. COHEN STATE OF WASHINGTON DOCUMENT DFSERVICE - COPYRIGHi ©AHC 2022 -UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. 11 N r m O 0 m D /� < <., °{� ♦rn^ Dmo � V+ A�o � ^' C mrn� ��z O � � IV T " `� W W m N Z N rn n 0 z Cl r 0 0 A r x . .i) rr h1 � -0 ,� C71 o oG � tN �' N >�LSERT I"i. GOHEN flE51GN GOMP�NYP.S. 330 D�rYTON STREET SUITE 6 EDMONDS, WA 98020 AL.BERT HILTON GOHEN, ,4RGHI7EGT T�L (425) 7?6-'T3"i3 MGGfLL RE51J��i�GE q2O D,4YTQN 5T. EDM4ND5, W� 98020 DOCUMENT OFSERVICE -COPYRIGHT ©AHC 2022 -UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. ��9� ALBERT H. COHEN STATE OF WASHINGTON Alterations Worksheet - 2018 Washington State Energy Code Project Information Contact Information McGILL RESIDENCE AL COHEN, ARCHITECT 920 DAYTON ST 330 DAYTON ST EDMONDS WA 98020 EDMONDS WA 98020 425-776-7373 The WSEC requirements for alterations are located in Chapter 5 of the code text. Alterations (remodels) do not need to obtain energy credits from Table R406.3 Additions must meet the requirements for new construction. This includes nonconditioned space being altered to become conditioned space. Will the wall cavities be exposed? Yes No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulation 2 X 6 wall studs require R-21 insulation Will the roof/ceiling framing cavities or attic be exposed? � res ' � No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member while allowing for the minimum 1"ventilated space Flat ceilings: Install R-49 insulation or what the attic space can accommodate based on the roof pitch Will the floor framing cavities be exposed? �-� Yes Y No If yes: Exposed floor cavities must be insulated to R-30 Are the windows andlor doors being replaced? !V Yes � No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of <_0.30 Will the heating or cooling system be replaced? �VYes No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? CG'Yes No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? �� Yes kV No If yes: 90% of all lamps must be high efficacy (LED or CFL) R503.1.1 Building envelope. Building envelope assemblies that are part of the alteration shall comply with Section R402,1.1 or R402.1.4, Sections R402.2.1 through R402.2.11, R402.3.1, R402.3.2, R402.4.3 and R402.4.4. Exception: The following alterations need not comply with the requirements for new construction provided the energy use of the building is not increased: 1. Storm windows installed over existing fenestration. 2. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are filled with insulation. 2x4 framed walls shall be insulated to a minimum of R-15 and 2x6 framed walls shall be insulated to a minimum of R-21. Construction where the existing roof, wall or floor cavity is not exposed. Roof recover. 5. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing shall be insulated either above or below the sheathing. 6. Surface -applied window film installed on existing single pane fenestration assemblies to reduce solar heat gain provided the code does not require the glazing fenestration to be replaced. R503.1.1.1 Replacement fenestration. Where some or all of an existing fenestration unit is replaced with a new fenestration product, including sash and glazing, the replacement fenestration unit shall meet the applicable requirements for U-factor and SHGC in Table R402.1.1. Where more than one replacement fenestration unit is being installed, an area -weighted average of the U-factor and SHGC of all replacement fenestration shall be permitted to be used to demonstrate compliance. R503.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the alteration shall comply with Section R403. Exceptions: 1. Where ducts from an existing heating and cooling system are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not be required to be tested in accordance with Section R403.2.2. 2. Existing duct systems constructed, insulated or sealed with asbestos. 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. R503.1.3 Service hot water systems. New service hot water systems that are part of the alteration shall comply with Section R403.5. R503.1.4 Lighting. New lighting systems that are part of the alteration shall comply with Section R404.1. Exception: Alterations that replace less than 50 percent of the luminaires in a space, provided that such alterations do not increase the installed interior lighting power. R503.2 Change in space conditioning. Any nonconditioned or low -energy space that is altered to become conditioned space shall be required to be brought into full compliance with this code.