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APPROVED BLD RESUB1 BLD2021-0459+Architectural_Plan+4.29.2021_12.19.46_PM+2171055STATE ErIERGY G0i7E NOTE5 " �X���� ❑ WHOLE HOUSE VENTILA'1"10N Q�OJ�GT fl,�Tf� sr3v2o�1 ❑ ADDITIONS TO EXISTING BUILDINGS MAY BE MADE WITHOUT MAKING THE ENTIRE STRUCTURE COMPLY, PROVIDED THE HEW ADDITIONS CONFORM TO THE GURRENT GORE. 5i;GTION 101.3.2.1 ❑ EXCEPTION: NEW ADDITIONS CE55 THAN 750 SQ FT THAT DO NOT FULLY COMPLY SHALL BE APPROVED IF IMPROVEMENTS AR>± MADE TO THE EXiST{NG OCCUPANCY TO COMPENSATE FOR ANY DEFIGIENGIES IN THE NEW ADDITION. EXTERIOR .!DINTS AROUND WINDOW AND DOOR FRAME5, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, ROOF AND FLOORS; AND OTHER 5UGH OPENINGS [N THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKEi"1=D OR WI±ATHE±RSTRIPPl±f7 TO LIMIT AIR LEAKAGE. WEATHERSTRIP EXTERIROR DOORS, AGG1=55 PAN);L5 AND DOOR5 AD�IOINING ,U�N,Hri±ATED 5PAGE5. ' L� RE;GESS)rD LIGHT FIXTURES IN THE BUILDING ENVIrLOPE 5HALL MEET ONE OF THE REQUIREMENT5 OF WSEG 502.�F.�. 1� INSULP�TE FLOORS, WALLS AND ROOF PER NOTES AND PLAN5. U5E FACE STAPLED KRAPT BAT1.5 AT WALL5 AND SINGLE .1015T CATHEDRAL CEILINGS. PROVIDE VAPOR RETARDER < ONl± PERM AT HEATED SIDE OP INSULATED A55EMBLEE5, EXCEPT AT CEILINGS WITH GREATER THAN 12 INCH HIGH AVERAGE VENTED SPAGEf � R P. �. A�..S��L� DN �ir•1"f S, ❑ PROYIDI; 1 LAYER b MIL, BLACK POLY VAPOR BARRIER AT CRAWL 5PAGE5 AND 2 LAYERS UNDER CONCRETE 5LAB5. LAP JOINTS 12 INGHE5 MINIMUM AND EXPEND TO THE FOUNDATION W,4LL5_ 0 INSULATE ALL WATER P1PE5 ]N NON-GONDiT10NED 5PAGE5 TO R-3 MIN. REGERGULATING HOT WAT1rR 5Y5TEM5 TO BE INSULATED PER TABLE 5-12. ❑ PROVIDE 2.5 GPM FLOW RESTRIGTORS AT SHOWERS. WATI=RHEATERS 5HALL MEET REQM'TS OF NAEGA AND BE 50 CABLED. ❑ ELECTRIC HOT WATER TANKS IN NON -HEATED 5PAGE5 OR ON CONCRETE 5HALL BE PLACED ON A NON-GOMPRE55BLE SURFACE INSULATED TO R--10. ❑ INSULATE HOT AIR DUCTS IN NON-HEATI±D 5PAGE5 PER TABLE 5-11 WSEG. PROVIDE HVAG EQUIPMENT 51ZING, GONlROLS,AND DUCT E3ALANGING PER WSEG MEGH,�NIG�L YENTIL,�Ti4N NOTES ].R.G. VENTILATION AND INDOOR AIR QUALITY SCOPE AND GENERAL REQUIREMEN'T5 ❑ ADDITION5 TO EXISTING_ BUILDINGS MAY BE MADE WITHOUT MAKING THE ENTIRE BUILDING COMPLY, PROVIDED THAT THE NEW ADDITION SHALL CONFORM TD THE PROVISIONS OF TH15 GORE. � � �2_.%. I EXCEPTION 1. ADDITIONS LE55 THAN 500 5Q FT OF CONDITIONED FCODR AREA ARE EXEMPT FROM THE REQUIREMENTS IN THIS GODS FOR WHOLE HOUSE VENTILATION SYSTEMS. ❑ EXCEPTION 2. ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS WH[GH DO NOT REG2UIRE THE GON5TRUGTION OF FOUNDATION5, GRAWLSPAGE5, SLABS, DR BASEMENTS SHACC NOT BE REQUIRED TO MEET THE PROVI510N5 FOR RADON PROTECTION. VENTILATION SYSTEMS �I tsb`7. `�' SOURCE SPECIFIC VENTILATION 50URG� SPECIFIC EXHAUST VENTILATION 15 REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED. EXHAUST 5HALL HAVE A MINIMUM FAN FLOW RATING NDT CE55 THAN 50 GFM AT 0.25 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIE5, OR SIMILAR ROOMS AND 100 GFM AT 0.10 INCHES WATER GAUGE FOR KITCHEN HOOD OR DOWNDRAFT. SYSiEM5 5HALL BE GONTROLCED BY READILY AGGE551BLE MANUAL SWITGHE5, DEHUMIDI5TAT5, TIMERS, OR OTHER APPROVED M1=AN5. DUCTS 5HALL TERMINATE OUTSIDE THE BUILDING WITH 5GREENED BACK -DRAFT DAMPERS. INSULATE DUCTS IN UNGONDITiONED 5PAGE5 TO R-� MINIMUM. GENERAL: THIS 51=GTlON ESTABCI5HF5 MINIMUM P GRIPTIVE DESIGN REQUIREM=NT FOR WHOLE H0�5�VENTILATION SYSTEMS. EACH D CLING UNIT OR DUES E?OOM SHALL BE EQUIPPED WITH A�lENTILATIDN SYSTEMYDMPCYiNG WITH SEGTIGN M1508.4, 1508.5, M150B.6 d M1508.'7. GOMPL]ANGE 15 AL50 P MITTED TO BE DEM�I�STRATED THROUC�F! GOMPLIANGE ITH THE INT'ERNATIbTIAL MECHANICAL GODS. OPERATING 1N5TR TION5. INSTALLERS SHALL PROVIDE THE MANUFAGTiJRER' N5TALLATION, OPERATING INSTRUGTION5, AND A idOLE H01,5E VENTILATION SYSTEM OPERATION DES�?IPTIOiI" ❑ GONTiNUDUSLY OPERATING�HAUST VENTILATION 5Y5T1±M5. GONTINUDUSLY OPERA'*{NG EXHAUST NT1LATiDN 5Y5TEM5 SHALL PRUa�J` E THE MINIMUM PLZ9W RATE5 5PEGFEED IN TABLE tVi1535Z8.2. TABLE 1508.2 MINIMUM VirNTf�TION E�TE (GONTIN ` LY OPERATING 5Y5 T EMSj � ��BEDRooMS SQUARE FT O- 2_3 4-5 b-Z � >'1 <1500 30 5 60 �5 90 1501-3000 45 b '75 QO 105 3001-4500 b0 75 � q0 105 120 �4501-6000 '75 qD 1 120 135 6001-'1500 g0 105' 12D 135 150 >Z 00 105 120 135 1 1b5 ti ,� TABLE M150'l.3.3(2) INTERMITTENT WHOLE-; USE MEGH. VENT. RATE FACTORS PERGEN SAGE IN EACH 4 HGUR SEGMENT RUht--TIME 25 /° 33% 50% b6% �5% 100% FACTOR 4 3 2 i.5 1.3 1 WHOLE HOUSE VENTILATICr71f1 FAN5: cXHAUST FANS PROVIDING WHOLE HOUSE 1Y�ENTILAT]ON 5HALL HAVE A FLOW RATING AT 0.25 1NGHET?R GAUGE AS SPECIFIED IN TABLE M1503.2 [ 45G:�.2]. I,IANUFAGTURERS` FAN FLOW RA-�jt�GS 5HALL BE DRMINED ACCORDING TD HVI dt \ � OR AM 210. � , .FAN�NO� E: WHOLE HOU5E FAN5 LCGATE 4 FEET OR LE55 FRO� TH); INTI;R[OR GRILLE 5HALL H YEA 50NE RATING OF�.O OR LE55 M1=A5UR5D AT Q.1 IN H55 WATER GAU . MANUFACTURER'S NO]5E RATiNG5 5HALL BE DETERMINED A5 PER HVI q15 REMOTELY MOUiyTED FAN5 5HALL 3E ACOUSTICALLY 150LATED FROM 'I' E 5TRUGTURAL irLEMENTS OF THE BUILDING AND FROW! ATTACHED DUCT WORK U51NG INSULATED FLEXIBCE�7yGT OR OTI�ER APPROVED MATERIAL. EXHAUST DUCTS: ALL EXHA`Y5T DUCTS 5HALL TERMINATE OUTSIDE THE BUILDIN[�. EXH�,U5T D�IGT5 5HALL BE EQUIPPED WITH BACK --DRAFT AMPERE. ALL EXHAUST DUCTS IN UNGONDITION>°D SPA 5 5HALL BE INSULATEr7 TO A MINIMUM OF R-h. APPROVED BY CITY OF EDMONDS BUILDING DIVISION May 06 2021 Work Address Owner APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department REMODEL 817 7TH AVE N --------------_-_-_-_-_-_-_-_-_-_--------------------_-_ SCHROEDER Approved Date 5/06/2021 --------------------------- ---------------- Building Official ; !7 w. li o�i�zcc �_�-_�-_�-_�-_�-BLD2021-0459 �-_�- Permit Number SITE ADDRESS: 81"f - 7TH RYE NORTH EDMONDS, WA g8020 OWNER NAME: NIGOLE SGHROEDER AND SERGIU GRUIGI GURRENT ,�DDRE55: SAME A5 ABOVE TELEPHONE: % 73 � �] � - �' ( � Z ASSESSOR'S PARCEL No. 2?03Z40020��00 ZONING: RS-6 LEGAL DESG: SEE ATTACHED COUNTY: SNOHOM[5H JURI5DIGTION: EDMONDS GONSTRUGTION TYPE: Y - B OCCUPANCY: R3 / U (GARAGE/GARPORT) PROJECT DESCRIPTION: REPLACE KITCHEN, REMOVE WALLS AND INSTALL NEW I»3EAM5. RELOCATE STAIRS TO BASEMENT PROJECT AREA 5Q FT LIVING SPACE NEW EXISTING TOTAL FIRST FL 11�6 11�6 BASEMENT 11"1>'a 11?6 LIV. 5P. TOTAL 2352 2352 GARAGE 240 240 GOV PORCH 60 60 MISG. TorAL 300 300 LOT COVERAGE SQ FT NO CHANGE TO EXISTING MAX PERCENT COVERAGE MAX COVERAGE ,4REA PROPOSED COVERAGE PROPOSED PERCENTAGE LOT GALG NEW EXISTING TOTAL HOUSE GARAGE DECK GOV PORCH HEIGHT LIMIT G,+4LGULA�T[ON NO CHANGE TO EXISTING IRG ANi> W5EG 2Gi5 HEAT SYSTEM: EX. GAS FORGED AIR CLIMATE ZONE MARINE AREA 4 VERTICAL GL. 0.30 MAX GL % N/A OVERHEAD GL 0.50 HEADER R-10 CEILING R-4°i VAULT R-38 WALL (INT) R �1 BELOW GR. R-�1 FLOOR R-30 SLAB EDGE R-10 CHAPTER 6 GLAZING CALCULATION ENERGY CREDITS REQUIRED NONE ND ADDITIONS --- Section 24 Township 27 Range 03 Quarter NW - E 190.58FT FDP - TH PTN GOVT LOT 2 IN SD SEC 24 DAF - COM INT S LN OF N 45FT SD GOVT LOT 2 WITH Property Description W MGN 7TH AVE N PROD NLY FR CITY OF ED TH S ALG W MGN7TH AVE N PROD 309.67FT TO POB TH CONT S 76FT TH W 2$6.SSFT TH N 76FT TH E 286.SSFT TO POB (PER S WD �REC UND AFN 87073 10221) wi�ao�v ��� �cT�r�io� aoo� SG��au�� ATTENTION: THIS 5GHEDULE 15 FOR ENERGY GODS GLAZING COMPLIANCE ONLY, AND 15 NOT INTENDED A5 PRODUCT ORDERING SPEGII=IGATIONS. • SEE WORD ABBREVIATION INDEX ON PAGE 1 •PROVIDE HARDWARE B AGGE550RIE5 PER OWNER. • CODE LEFiER =WINDOWS, CODE NUMBER =DOORS •PROVIDE WEATHER-STRIPPING FOR EXTERIOR DOORS. • ONLY THERMAL ODORS ARE LISTED BELOW. •PROVIDE SCREENS FOR VENTING W]NDOWS, DOORS AND SKYLIGHTS. • VERIFY SIZES AND QUANTITIES WITH PLANS. •PROVIDE MANUF. STD. MUNTIN GRILLS AS SHOWN ON ELEVATIONS. • SEE ELEVATIONS FOR VENTING $CUSTOM SHAPES. • MANUF/ SUPPLIER 5HALL PROVIDE CONTRACTOR WITH ROUGH • SEE FLOOR PLAN FOR ACTIVE ODOR PANELS $SWING. OPENING REQUIREMENTS AND INSTALLATION 1N5TRUGTlONS. NI+RG GORE UNIT SIZE NO. WIDTH HEIGHT 5Q. FT. DESGRIPT}:7N FRAME TYPE GLA55 TYPE AIR5P. FEATURE5 U VAL U x A A �/b x 2/�I 1 4.50 2.'75 12.38 SLIDER XO V{NYC 2 GL LOW E ARG 0.812 0.30 3.'71 $ 4/3 X 4/O 1 4.25 4.00 1i.00 SLIDER XO EX VINYL 2 GL LOW E ARG 0.812 TEMPERED SAFETY 0.30 5.10 G h/3 x 4/0 1 4.25 4.00 1i.00 SLIDER xD Ex VINYL 2 GL LOW E ARG 0.812 TEMPERED 5AFETY 0.30 5.10 0 0.00 0.00 auANT1TY TOTAL: 3 AREA = 4b.3S 5a. FT. TOTAL UA /AREA = UA AVERAGE = 0.30 UA TOTAL 13.91 -� NOTE: CONTRACTOR TO VERIFY ROUGH OPENING ,AND FRAME OPENING EXACT SIZES. WINDOWS B AND G ARE TO HAVE GLAZING REPLACED WITH TEMPERED SAFETY GLA55 ONLY AND INSTALLED INTO EXISTING VINYL FRAMES. WINDOW ,� 15 A REPLACEMENT WINDOW IN EXISTING ROUGH OPENING TD BE MILGARD BRAND VINYL WITH DOUBLED GLAZED, LOW E - SUNGOAT MAX, YrTiH ARGON FILL TO MEET U=0.30 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES RES U B Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z 0 �U S� N �� �S -. 2� �� � o � A ¢a rn / y v �- A a ��.i Q ■� � i�.a H A o � z r_ dl �O N � �� � Q. � ui O � Vo ... � x � �_� N UI3 � Q� u W � U t- OW 11W�1 � � N �O o �� � �o � �m m 3�3��21 REVISIONS 1 0 2. 3. 4. 5 6 �. 17E5lGN L0�175 G037E5 2p1$ ERG 1NTERN�TION�l. RE51aENTl�l. GOi7E, 2G1� ENERGY G4flE AND Y.1.,4.Q. GOflE WITH FNr45HINGTON 5T,i4TE AMENDMENTS LIVE LOADS • ROOF: 25 P5F (5NOW) • FLOORS: 40 PSF • SLEEPING ROOMS AND HABITABLE ATTICS: 30 P5F • ATT1G WITH LIGHT STORAGE: 20 P5F • ATTIC WITHOUT STORAGE: 10 P5F • STAIRS: YHE GREATER OF 40 P5F OR GONGENTRATF...D LOAD OF 300 LB5 PER 4 5QUARE INGHES • DECKS AND BALGONIES:�O P5F • GUARD AND HANDRAILS: HORIZ 200� PT. LOAD AT TOP + GUARDRAIL IN -FILL COMPONENTS: 50 LB5 PER 5Q FT • BA51G WIND 5PEED: 85 MPH, EXPOSURE B (U.N.D.) • SEISMIC ZONE: U5E GROUP 1, DESIGN CATEGORY D2 501E + 501E BEARING GAPAGkTY A55UMED AT 1500 P5F IN PLANS OR PER REPORT BY QUALIFIED SOILS ENGINFSR. • EARTH PRE55URE A55UMED AT 60 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 PGF FOR CANTILEVER RETAINING WALL5. CONCRETE . 3000 P51 MINIMUM GOMPRE551VE 5TRI=NGTH AT 28 DAYS, WHERE PLACEMENT 15 EXPOSED TD W1=ATHER, GARAGE AND CARPORT SLABS, PORCHES, 5YEP5 AND RETAINING WALLS (TABLE R402.2.). • 2500 P5[ MINIMUM AT OTHER CONCRETE, NOT F�CP05ED TD WEATHER. • EXTERIOR WALKS AND SLABS TD BE AIR ENTRAINED NOY LE55 THAN 5% DR MORE THAN 9%. • MIX REQUIREMENTS: 5-1/2 SACK DEMENT PER GU YD, WITH MAXIMUM OF b GAL. WATER PER SACK. MAXIMUM SLUMP 4", MAXIMUM AGGREGATE SIZE 1-1/2" REINFORCING STEEL • ASTM A-615 GRADE Q-O FRAMING LUMBER (UNLE55 NOTED OTHERWISE) PLATES HF �2 (P.T. AT GONG) MUD51LL5 ON GONG P.T. HF �2 5TUD5 HF °STUD GRADE" JOISTS AND RAFTERS HF �2 PO5T5 AND HF_AfJERS DF �2 BEAMS DF #2 GLU-LAM BEAMS {SIMPLE SPAN) 24F-V4 GLU-LAM BF..AM5(OVERHANGING) 24F-VS DECK JOISTS P.T. DF #2 DECK BEAM5 P.T. DF #1 M�50NRY • MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 SAND. GRADE 40 STEEL GENERAL NOTES GONTRAGYOR SHALL VERIFY ALL FJGISTING SITE CONDITIONS FOR COMPLIANCE WfiH PLANS AND SPEGIFIGAYIONS. SITE GONDITEONS INCLUDE, 5O1L, TOPOGRAPHY, REQUIRED SETBACKS AND 1F APPLICABLE, THE DIMENSIONS OF EXISTING 5YRUGTURE5 AND THEIR STRUCTURAL AND MEGHANIGAL COMPONENTS. THIS OFFICE 5HALL BE NOTIFIED PR10R TO GONSTRUG'TION OF DISGREPANGIF..S, AMBIGUITIES OR OMISSIONS IN THE= PLANS. WRIYTI=N DIMEN510N5 TAKE PRECEDENCE OVER DRAWING SCALE. DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEWS. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS 5HALL MEEY OR EXCEED THE AGGEPTI=D INDU57RY 5TANDARDS AND 5HALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE CURRENT CODE IN FORGE= AND ALL APPLICABLE LOCAL GORES, WH1GH TAKE PREGEDENGE OVER IVO'fE5 SP�GIFIGATIONS AND DE?PJ^11NG5. Ui�lL.E55 fti PROFE5510NAE- 5URV1=Y 1hGC.DMPANIES THE PLAN5, THE PLOT PLAN WAS DRAWN FROM GENERAL SITE LANDMARKS AND 15 NOT TO BE CONSTRUED A5 A PROFF5510NAL SURVEY. THE= GONTRAGYOR 5HALL TAKE FULL RE5PON51BILITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR 5HALL, AT H15 DISCRETION, REQUI=5T THE OWNER TD PROVIDE A PROFE5510NAL SURVEY TD DETERMINE SETBACKS AND/OR OTHER ZONING RE5YRIGYIDN5. THE CONTRACTOR 5HALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND 5HALL NOTIFY TH15 OFFICE, PRIOR TO GON5TRUGTION, OF ANY REVI510N5 OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL HAVING JURI5DIGTION. THE CONTRACTOR 5HALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WP�LLS AND ROOF WITH PROPOSED MEGHANIGAL, PLUMBING AND ELEGTR[GAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. THESE DRAWINGS ARE INSTRUMENT5 OF SERVICE AND ARE= THE PROPERTY OF THE= ARGRITEGT. PROTECTED UNDER COMMON LAW, 5TATUTORY AND OTHER RF5ERVFJD RIGHT5, INCLUDING COPYRIGHT, REPRODUCTION OR U5E OF THESE SERVEGE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHIB]TFD WITS -TOUT PERMI55[ON IN WRITING FROM THE ARCH ITEGY. GEN�R�L GOI�STRUGTIOrI NOTES . � ❑ �. SITE CONDITIONS AND SITE WORK ® G. �IENTIL�TfON POND ,�GGE55 ❑ O. TRU55E5 1. IF 50EL CONDITIONS kNGOUNTI=RED UPON EICGAV�4TIDN DIFFER 1• VENTIL.�4TE DRAWL SPADES AND OVERHANGING FLOORS YVITH � 1, PRE-FABRIGAYED TRU55E5 SHALL BE DESIGNED BY A FROM THE 50EL BEARING CAPACITY OUTLINED UNDER "D1=5fGN 5GREENED OPENING5 NOY Li=55 THAN 1 SQ. FT. N1Y G! FAR WASHINGYON 5YATE LICENSED STfzUGTURAL ENGINEER ?AND IN LOADS „ DR IF EXCESSIVE GROUND WATER 15 PRESENT, AREA FOR F}�GH 300 5Q. FT. OF UNDER FLOOR AREA.: ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT , CONTACT THIS OFFICE BEFORE PROGEFJ7ING. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG- T:-�E COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR ALL FOOTINGS SHALL EXTEND TO BELOW THE FR05T LINE AND LENGTH OF AT LEAST TWO OPPOSITE SIDE5 AND ONE OPENING APPROVAL PRIOR TO FABRICATION. TRU55E5 MUST BE 5HALL BEAR ON UND[5TURBED, NATIVE SOIL. WITHIN 3 FT OF EVERY CORNER. STAMPED BY AN APPROVED MANUFAGYURER OR BY A QUALITY 2. DO NOT BAGKFILL UNTIL WALLS HAVE BEEN ADEQUATELY COVER WITH 1/4" CORROSION -RESISTANT WIRE MESH 4T CONTROL AGENCY SUGH A5 WASHINGTON WOOD TRUSS BRACED OR HAVE BEEN DESIGNED TO RE515T LATERAL EARTH GRAENL 5PAGE OPENINGS. FABRIG,4TOR5 COUNCIL. PRESSURE. BAGKFILL MATERIAL 5HALL BE GLEAN, PERMEABLE 2. PROVIDE 1$" X 24" MIN. CLEAR ACCESS THRU FLOOR OR 1 b" X 2. CONTRACTOR TO VI=RIFY 5PAN5 PRIOR TO FABRIGAYIDN. AND FREE OF ORGANIC MATERIALS. 24" THROUGH WALL TO UND)=R FLOOR AREAS. 3. APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF 3. INSTALL A 4 INCH DIAMETER PERFORATED PERIMETER DEZ4INS 3• VENTILATE AiTIG SPADES WITH NET CLEAR AREA EQU,'J_. TO RAFTER5, JAGK5, OR HIP TRU55E5 TO A MAW GIRDER TRU55. IN ONE GU, FT. OF DRAIN GRAVEL PER LINEAL FT. WITH FILTER 1/150TH OF THE ATT1G AREA, EXCEPT THE NET AREA MAY BE NON -BEARING PARTITION5 BELOW TRU55E5 5WALL BE FABRIC OVER. PROVIDE SEPARATE DOWN5POUT AND SEALED 1/300TH, PROVIDED 50% :- _ 15 36" ABOVE EAV�, WITH 5EPARATED FROM TRU55 WITH 51MPSON 5TG CLIPS. SURFACE DRAINAGE AND/OR R)`TENTIDN 5Y5TEM A5 REQUIRED TWE BF'`I-f+`NG>= IN T3-IE 1='°`yE5. 4. YRU551=5 5HALL BE BRACED TO PREVENT ROYATiON AND BY LOCAL GOD1=. 3. WHEN A 30" OR MORE CLEAR AYTiG HEIGHT EXISTS Fi�M THE PROVIDE LATERAL 5YABILITY AND INSTALLED IN ACCORDANCE TOP OF GEILING JOISTS TO UND1=R51DE DF ROOF AN)✓' A 30+ WITH THE INDIVIDUAL TRU55 DE5lGN PROVIDE© BY THE ❑ 8. CONCRETE 5Q FY AREA, PROVIDE AN AGGF551BLE PANEL 22" X �O". WITH MANUFACTURER. 30" CLEAR HEIGHT ABOVE. PROVIDE INSULATION REThih:ER, R- 1. G)=LATER ALL P05T FOOYIhiG5 UNLE55 NOTED AND PROVIDE 2 49 BATT AND WEATHER-5TRIP. ❑ P. SKYLIGHTS INGH PLINTHS ADJACENT SLABS, S INGR PLINTHS AY OPEN EARTH {b INCH 1F POST 15 PRESSURE TREATED), AND ]NSTALL j� �{. Sr4FETY GL,�ZING 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED (TOP), SILL PLATES AT LEAST 6 INGHE5 ABOVE FINISHED GRAD)= OR 2 LAMINATED GLA55 WITH MIN. 0.015" POLYVINYL BUTYRAL INGHES ABOVE 5LAB5. DAMP-PROOF EXTERIOR OF BA5EMENT 1. TEMPERI=D SAFETY GLA55 SHALL BE INSTALLED IN WNER LAYER (BOTI"OM). WALLS AND WALLS RETAINING EARTH ADJACENT HAZARDOU5 LOCATIONS AND SUBJECT TD HUMAN IMPnGT, 2. PROVIDE A MINIMUM �E•" CURB, FLASHED AND GOUNYER GRAWL5PAG1=5 WITH TWO G0,4T5 OF A5PHALTIG EMULSION GLAZING iN DOORS, GLAZING WITHIN A 2q-" ARG OF CLOSED FLASHED AT TOT' AND BOTTOM AND 5T1=P-FLA5H SIDES. UNLE55 A 5PEGIFIG WATERPROOFING SYSTEM 15 SPECIFIED IN DOOR, GLAZED ARFr45 > 9 SQ. FY. WHEN LE55 THAN 1&" THE UMT SHALL HAVE A GONDENSATIDN GUTTER AY YHE THE PLANS. ABOVE A WALKING 5URFAGE=, PER IBG/IRG R308.4. LOWER END. INSTALL PER MANUFACTURER'S INSTRUGTIDNS, 2. INSTALL STEEL REINFORCING PER A.G.I. 5TANDARD PRACTICE. 2. 5AFETY GLAZING 15 REQUIRED TO BE PERMANENTLY FWiSH AND FLARE WELL TO GEILING PER PLANS. SPLICE CORNER AND GOhiTINU0U5 BARS WITH A MIN. OF 30 MARKED PER IBG/IRG R308.1. BAR DIAMETERS.. MINIMUM BAR CONCRETE COVER IS 3" To ❑ Q. EMERGENCY EGRESS EARTH, 2" TO W)=ATHER. 1" To oTNER. I. ELEGTRIG�4L 3. ANCHOR BOLTS TO BE �MBEDED A MINIMUM OF � INGHES 1. 1=LEGTRIGAL GONTRAGTOR SHALL EVALUATE AND DETcR:�IINE 1. EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATT1G U.N.O., TWO BOLT5 MIN. PER PLATE, PLACE= WITHIN 72" FROM ADEQUACY OF EXISTING AND PROPOSE=D 1=LEGTRIGAL 51=RVIGE SHALL HAVI= ONE OPENABLE EMERGENCY ESGAPI= AND RESCUE ENDS BUT NDT LE55 THAN i D]AMETERS TD END. AND PROV1Di= REQUIRED GIRGUIYS AND AMPIrRAGE PER N.E=.G., OPENING. THE OPENING SHALL HAVE= A MAXIMUM 5ELL HEIGHT 4. NEW FOOTINGS SHALL EXTEND TO A DEPTH THAT WILL NOT 5TATE AND LOCAL ENERGY GDDPS, AND MANUFACTURER'S OF 44•" ABOVE THE FLOOR, A NET' CLEAR OPENING OF 5.`I 5Q. IMPOSE LOAD5 ON NEW OR E=7CI5YING BASEMENT OR RETAINING SPE=GIFIGATION5 FOR PROPOSED PRODUCTS, APPLIANGsa AND FT., MIN. CLEAR HEIGHT OF 24", MIN. GLPr4R WIDTH OF 20" AND WALLS UNLE55 5PEGIPIGALLY DETAILED IN THE PLANS. EQUIPMI=NT' 5HALL BE OPI=RABLE FROM THE INSIDE WIYHOUY 5PEGIAL 5. TIE NEW FOOTING5 TO EXI5TENG FOOTINGS AT ALL TOOLS OR KE'f5. GRAE7E FLOOR OPENINGS MAY HAVE NEr - INTER5EGT10N5 WITH A MINIMUM OF TWO �4 PlNS AT FOOTING ❑ CLEAR MIN. OPENING OF 5 5Q. I=T. AND TWO #A• PIN5 AT WALL, EMBED PINS 4 INGHE5 MINIMUM IN J. MEGH�4NIGrhL EPDXY GROUT. - 1. WARM AIR FURNACE OR GA5 H.W. TANKS SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER \�'Eh"T5 R. SMOKE �L�tRMS/DETEGTORS AND G,�RBON MONOXIDE �4L�RM5/DETEGTORS G. LUMBER AND DIRE=GT OUTSIDE COMBUSTION AIR PER CODE. AND MANUFAGTRER'S SPEGIFIGATIONS. 1. 5MOKE DETECTORS SHALL BE LOCATED IN EACH SLEI=PING 1. FRAMING LUMBER TO BE KILN DRIED TO 19% MOISTURE 2• GA5 APPLIANGE5 IN GARAGE 5HALL BE DN A i8" HIGW AREA AND CENTRALLY LDGATE°D IN THE CORRIDOR OR AREA CONTENT, GRADED PER STD. GRADING RULES PER PLATFORM. !F APPLIANCE 15 IN LINE OF VERIGLi; TRAF=IG, GIVING ACCESS TO EACH SLEEPING AREA. WHERE AN AGGE55 W.G.L.I.B. OR W.W.P.A. A5 APPLICABLE. PROVDE GRADE PROVIDE A 3" d7 GONG FILLED STEEL BOLLARD. CORRIDOR OPEN5 INTO A ROOM WITH A GEILING 90" OR AND SPECIES A5 PER FRAMING PLANS, GENERAL NOTES, 3. AIR DUCTS PENETRATING GARAGE= TO HOUSE SEPARATI01� HIGHER THAN THE CORRIDOR, OR HA5 A DOOR, A DETECTOR AND DESIGN LOAD CHART. SHALL BE 26 GAUGE MIN. OR HAVE APPROVED DAMPED. SHALL BE PLACED IN EACH. DWELLINGS WITH MORE THAN ONE 2. SELL PLATES, DECK SUB -STRUCTURES, POST5 AND BEAMS 4. DUCTING TO MEET MEGHANIGAL 5TD5 AND 5Y5TEM5 A� TO BE STORY OR WITH A BASEMENT 5HALL HAVE A DETECTOR EXPOSED YD WEATHER AND WOOD 1N CONTACT WITH BALANCED. GONTt2AGTOR SHALL PROVIDE MEGHANIGAL INSTALLED AT EACH LEVEL AND !N GL05E PROXIMITY TO THE GONGREFE SHALL BE PRESSURE TREATE© WITH AN � DUCTING, EQUIPMENT SIZING, HEAT L055 GALGULATIONS AyD STAIRS. ALL SMOKE DETECTOR5 SHALL BE lNTERGONNEGTED APPROVED PRE-SERVATIy1=, MANUFAGlURER'5 DATA ON EQUIPMENT EFFIGIENGY FOR AND AUDIBLE IN EVERY BEDROOM WITH YHEIR DOOR5 CLOSED. 3. GLU-LAM BEAMS SHALL BF�R AN A.1.T.G. INSPECTION STAMP BUILDING DEPARTMENT REVIEW. 2. 5MOKE DETECTORS IN NE;W GDN5TRUGTION SHALL BE DIRECT D. FR�4MlNG 5. BATHROOM5, LAUNDRY ROOMS, KITCHENS AND SPA ROGM5 WIRED TD BUILDING POWER WITHOUT A DI5GoNNEGT SWITCH SHALL HAVE; MEGHANIGAL EXHAUST, IN INSULATED, R1GD OTHER THAN FOR OVERGURRENT PROTECTION AND MUST HAVE 1. COLUMNS AND P05T5 5HALL BE FRAMED TO TRUE END DUCTING TO F�CTERIOR, W1YH A BAGKDRAFT DAMPER, CAPABLE BATTERY BACK-UP. BF�RING5 WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TD OF 5 AlR GRANGES PER HOUR. 2. REkd9 '/€ PREVENT UPLIFT AND DISPE_.AGEMENT. 6. DRYER 'EQUIVALENT EXHAUST DUCT LENGTH 15 TO BE P�T-ED BA�.'o.i .-�■ii v �oCo �•r�r-� Y_'1GT�rT/�t7G wu�r�� r�in��-r-wicitiiG 2. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS, AND WITHIN 6 FT OF DUCT GDNNEGTION. RI�1 i _�wirCcrr�v �IA31C.11GC� JOISTS PER IRG R502.7 AND PROVIDE TEMPORARY BRACING 7. RANGEHOODS IN EXGE55 OF 400 GFM SHALL HAVE ALTO- 3. CARBON MONOXIDE ALARMS SHALL BE IN5TALLE=I7 OUTSIDE AS REQUIRED UNTIL ALL PERMANENT GONNEGTIONS AND GONTROLLI=D OUTSIDE MAKE-UP AIR. AND 1N YHE IMMEDIATE VICINITY OF SLEEPING AREASr/}nJD oltJ STIFFENERS ARE INSTALLED. �r�i-Gl'� ��.UFL� ���`'DO% 3. PROVIDE A MINIMUM JOIST BEARING OF 1-1/2" oN WooD, 3° oN K. PLUMBING ❑ S. SECURITY Lac i�ll�LE55�-i;'�j/tj'oL�� CONCRETE. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. 1. PLUMBING CONTRACTOR SHALL SIZE ALL LINE5. VENTS, 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A 4. MULYI 2?C BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. AIRGAPS, AND GLFr41�E-OUTS PER CODE• MINIMUM 1/2" THROW DFJ-4D BOLT WITW LOGICS OPERABLE UNLE55 NOTED, U5E 10d NAILS AT 12" O.G. STAGGERED. 2 FLOW RATES TD COMPLY WITH WAG 5i-46 SECTION 402.0 Wl'ii-LOUT SPECIAL KNOWL);DGE, KEYS OR EFFORT. 5. SOLID BLOCK W/ 2X AT MIDPOINT OF STUDS OVER i0 FEET, TOILETS: 1.6 GPF (MAX), 5HOWERS: 2.5 GPM (MAX), 2. PROVIDE AN OBSERVAYION PORT � 54"-b6" ABOVE Tl-!E BELOW BEARING PARTITIONS PERPENDICULAR TO JOf5T5 AND LAVATORiES/FAUGET: 2.5 GPM (MAX). FLOOR AT 5DLID, UNGLAZED ENTRY DOORS. RAFTERS AT SUPPORTS, DOUBLE JOf5T5 UNDER PARALLEL 3, HOT WATER TANKS SHALL BE SIZED BY INDUSTRY 5TG5 U5E AND BE LABELED NAEGA APPROVED. ❑ BEARING PARilTEONS AND UNDER WINDOW CRIPPLES AT FOR PROPOSED T, G�R�4GE /DWELLING SEP,�R�4TION 4. ROT WATER TANKS REQUIRE DUAL (HIGH AND LOW) SEISMIC OVERWANGING FLOORS, �TRAP`.� SECURED TO 5TUD5, EXPANSION TANK, ANDr. 1• GARAGE YO DWELLING SEPARAYION 5HALL GON515T OF 6. F{R1=STOP AND DRAFTSTOP TO GUY OFF ALL f.ONGEALPJ"J PRE55URE RELIEF VALVE {PLUMBED TO EXTERIOR). FIREfAPI=D 1/2" GWB, APPLIE=D TO YHI= GARAGI= SIDE OF ALL HORIZONTAL AND VERTICAL OPENINGS AT CEILINGS, FLOOR5, GARAGE SURFACES ADJOINING DWELLING'S LIVING, ATTIC AND AND ATTIC. PROy1DE VERTICAL FIRF5TOP5 AT 10' HORIZONTAL ❑ DRAWL SPADES. ENTERVALS AT WALL FURRING VOIDS. L. MOISTURE CONTROL 2. DOORS FROM GARAGE= TO DWELLING 5HALL 6E 1-3/8"f TRICK, FlRE;STOP TOP, BOTTOM AND SIDES OF STAIRS WITH 2x NOMENAL LUMBER. 1. 5HOWERS 5HALL HAVE ANON-AB50RBENT SURFACE= i0 A HEIGHT OF 'i2 INGHES ABOVE= FLOOR. 3. SOLID GORE, AND TIGHT FITTING. ' GARAGE CEILINGS GOMP05ED OF 2x+ SOLED -SAWN JOISTS AND E. METAL GONNEGTORS 2. PROVIDE= WATERPROOF BOARD OR GL}k55 MESH MORTAR SUPPORTING E-EABITABLE 5PAGE ABOV3=, 5HALL HAVE ONE UNITS BEHIND TILE AT SHOWER SURROUND5. TILE 5HC�5 LAYER DF F]RETAPED 5/8" TYPE "X" GWB. ALL GARAGE P05T5, 1. ALL METAL GONNEGTORS 5HALL BE "51MP5ON" OR AN WITH A SITE -BUILT PAN 5HALL BE FILLFJ"J AND LEAK T`�T�_D BE�,M5, AND WALLS SUPPORTING HABITABLE 5PAGE 5HALL APPROVE=D EQUIVALENT. FOR 12 HOURS. PROVIDE MILDEW RE515TANT CAULK AT nLL HAVE ONE LAYER OF FIRETAPED 1/2" GWB. GARAGE GI;ILINGS 2. FRAME NAILING 5HALL COMPLY WITH IBG/IRG R602.3.(1} {2} T7LE AGGE550RIE5 GOMP05F17 OF I -JOISTS, WITH HABITABLE= 5PAGE ABOVE, 5HALL UNLE55 NOTED OTHERWISE ON FRAMING PLANS OR HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X" GWB MIN. SHFJb+RWALL SGWEDULE. ALL. NAILS 5HALL BE COMMON WIRE ❑ M BATH SAFETY 4•. AIR DUCTS PI=NETR,°~TING THE= SEPARATION 5HALL BE 26 GAUGE NAILS U.N.O. MINIM_ UM OR RAVE AN APPROVED DAMPER. 3. U5E GUT WASHERS AT BOLTED GONNEGTIONS. 1. HINGED SHOWER DOORS 5HALL OPEN OUTWARD. DOGRS - ANGHOR BOLT WASHERS TO BE SQUARE 3" X 3" x 1/4". AND SHOWER ENGL05URE5 5HALL BE FULLY TEMPERED OR � U, ST�41R5 r�ND GU�RDi�fLS GONNEGTORS FJCP05ED TO WEAYHE=R 5HALL BE GALVANI7J=D LAMINATED SAFETY GLA55, MINIMUM THICKNESS = 1/S' OR HAVE APPROVED COATING. ROOFING 5HALL BE FASTENF-D YEMPF=RFJ7, 1/4" LAMINATED. 1, 5TAIRWAYS SHALL HAVE A MIN. WIDTH OF 36", A RI5)=R HEIGHT WITH GORR0510N-RESISTANT FASTENERS. 2. FLOOR TILES AT SHOE^[ER5 AND WET AREAS 5HALL BE OF `T-3/4" MAX., A MIN. TREAD LENGTH OF 10", AND 3/S" 4. AGQ-G and D TREATED WOOD (ALKALINE COPPER QUAT) SKID -RESISTANT. PROVIDE SECURE BLOCKING FOR r'-LL MAX{MUM VARIATIONS. A TREAD NOSING OF 3/4" TO 1-1/4" 15 REQUIRE5 CORROSION PROTECTED FASTENERS, BOLTS, AND GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 500 REQUIRED ON STAIRWAY5 WITH 50LID RISERS UNLE55 TREAD HARDWARE SUGH A5 51MP50N "ZMAX" OR HDG (HOT DIPPED LB. IMPP+GT LOAD. DEPTH 15 11" OR GRE=ATER. GALVANIZED) OR 55T300 (5TAlNLE55 STEEL). 2. HANDRAILS 5HALL BE PROVIDED ON AT LEAST ONE SIDE OF ❑ N. FA�GTORY BUILT FIREPL�GES /STOVES FLIGHTS WITH 4 OR MORE RI5ER5. ❑ F. PLYWOOD ,�rND D1f�Pi�R}�GM NAILING 3. HANDRAILS 5HALL BE PLACED 34" TO 38" ABOVE THE NOSINGS 1. UNITS 5HALL BE U.L. LISTED PER UL127, AND INSTALLED FER ANp SPAGE±D 1-1/2" MIN. OFF WALL WITH A 1-1/2" YO 2" 1. ALL STRUCTURAL PLYWOOD 5RALL HAVE A GRADING MANUFAGYURER'5 RECOMMENDATIONS AND REQUIRED DIAMETER, SMOOTH GRASP AND AT NEWT=L OR 1-1/4" RETURN 5TAMP OF APA AND NAIL PER IBG/IRG 602.3.{1),{2}, GLF�RANGES. AT ENDS. 2. PROVIDE DIAPHRAGM SHF..ATHING AND NAILING: (U.N.O.) 2. UNITS 5HALL HAVE TIGHT -FITTING GE..A55 OR METAL DOGRS, 4. PROVIDE SO" M[N. CLEAR HEADROOM ABOVE N051NG5. FLOOR SHEATHING 5HALL BE 3/4" T&G C.-D-FJCT-APA READILY AGGE551BLE CONTROLS TO A MIGHT FITTWG- FLJE 5. AREAS 30" ABOVE GRADE (WITHIN 3 Fi") OR ADJACENT FLOORS PLYWOOD WITH F-XT GLUE, PI; 32/1b, GLUE AND NAIL DAMPER, b MGH DIAMETER OUTSIDE COMBUSTION AIFc DltGT YO PROVIDE GUARDRAILS WITH A MIMMUM HEIGHT OF 36" AND iOd AT 6" O,G. EDGES, 10" O.G. FIELD. FIRE E30X, AND A 3/S INCH THICK MIN. NON-GDMBU5TI3LE INTERME=DIATE BALUSTERS OR RAIL5 SPADED 50 THAT ROOF SHEATHING 5HALL E3E 15/32" G-D-TNT-APA PLYWOOD HEARTH FJCTEN510N THAT 15 READILY DlSTINGUISHABLr FROM SPHERE CANNOT PA55 THROUGH. �R` WITH EXTERIOR GLUE, PI: 24/O, OR i/1h" oSB. SURROUNDWG FLOOR. b. ENGL05E=D USABLE 5PAGE UNDER 5YAlR5 5HALL HA NAIL 8d AT 6" O.G. PANEL EDGES, 12" O.G. FIELD. 3. PROVIDE CHIMNEY SIZE AND CLEARANCES PER GODS Al`D FIRETAPED 1/2" GWB, ON WALLS AND SOFFITS. PRD 29 2021 WALL 5RP}�TRING 5HALL BE 15/32" G-D-INT-APA PLYWOOD MANUF. SPECS FOR INSTALLATION OF SOLID FUEL BUfdNI~[G FIREBLOGKING IN GONGF_Ai_ED SPAGE5 BETWFJ<N SYAIi� ITV OF EDMONDS WITH EXTERIOR GLUE, PI: 24/O, OR 'T/16" 058. APPLIANGl=5. STRINGERS AT TOP AND BOTTOM OF RUN AND BETINRvlces NAIL Sd AT 6" O.G. PANE=i. f=ODES, 12" O.G. FI1=LD. 4. FIREPLACES WITH GA5 COMBUSTION ONLY 5RALL BE ALONG AND IN LfNE WITH REJN OF STAIRS. DEPARTMENT INSTALLED PER I.M.G. AND MANUF. 5PEGIFIGATION5. - --. A N� u Q NO u v z z° w zz ax �� r� w� m ¢¢ n 0 Q O Q w H O w s i r O � m a� � � �� 0 V � � Q z 0 u9 � � � Q v Z � tE] � U ,� s � z O �_ � � Q � �•3[� REVISIONS 2 ��G 15T11�1 G � I �vT � �00� �'l�.,�e1� SG�LE 1/4" = 1'� O" � � ��� ��u rL�--fit 2 � III � 2-� L 1----..,• �JGvll CD�ZtI %� � � � � loo Girl �� � � �"��- �' ���t � Cj` � � � ILL ��l�- � o�I ���(� CO c���r����� . � � � �� �� � � �,��� � ` _ � ��. �� ! � � - ` �� JIB L � � � 1� � � 1 � {� 1 _m_ _ - I � Cal I�.`�,�. -1 ___-----� - -r + d/ Q �� SMOKE ftiL,+kRMS 1. SMOKE DETEGTOR5 WITH AUDEBLE ALARM5 SHALL BE LOCATED IN EACH raLE=EPING fLREA AND CENTRALLY LOCATED IN THE GORREDOR OR AREA GIVING AGGE55 TO EACH SLEI=PING AREA. WHERE AN AGGE55 CORRIDOR OPENS INTO A ROOM WETH A CEILING 90" OR HIGHER THAN THE CORRIDOR, OR HA5 A DOOR, A DETECTOR SHALL BE PLACED IN EACH. DWELLINGS WITH MORE^ THAN ONE STORY OR • WITH A BASEMENT SHALL HAVE ,� DETECTOR INSTALLED AT EACH LEVEL AND IN GL05E PROXIMITY TO THEW STAIRS. ALL SMOKE DETEGTDRS 5HALL BE INTERGONNE=GTED AND AUDIBLE IN EVERY E3EDROOM WITH THEIR DOORS GL05ED. 2. SMOECE D>=i'EGTORS IN NtrJ^1 GONSTRUGTEON 5HALL BE DIRECT WIRED TO E3UILDENG POWER WITHOUT A D[� NNI<GT 5WITGH OTHER THAN FOR OVERGURRENT PROTECTION AND MUST HAVE BATTERY BACK-UP. G�RBON MONCXInE �L�RMS 1. CARBON MONOXIDE DETEGTOR5 WITH AUDIBLE ALARM5 5HALL E3in INSTALLED OUTSIDE OF, AND iN THE V[GENITY OF, EACH SLEEPING AREA IN DWELLING UNITS WITH EITHER ATTACHED GARAGES OR FUEL -FIRED APPLIANCES. 2. AT LEAST ONE DETECTOR WITH ALARM 5HALL BE INSTALLED ON EACH I±LDOR LEVEL. �. 51NGLE STATION ALARM5 5HALL COMPLY WETH UL 20�4 AND BE INSTALLED PER MANUFAGTURER'5 IN5TALLATION IN5TRUGTIONS AND BE HARDWIR[=D. k 5 FY � �I�ST ��®O� �L�1� SG�LE 1/4" � 1`- O" ��r�Nc� FORTH RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ca rn L? � z w O w �� � 2 N O g�g a� �5 F � !�[J O ¢¢ t� 0 . n !!! �� w A a � O !!.! DC !!� l- A o ut z w � } � s V+ Er � t- .� � �0 N O � 4 Liz '� 0 x� � �� N w� A� � X� U =W V � p� . ttl U YZ z �� 0 ?- x WQ � �m � ��Z.S-21 RI"VISIOIVS �� 3�� � 3 2�►��k � � �� 2x�� -` � � � I� �-�- �� � - ,z Q� �� o - �x �xi� � � +cam F 5 v 2� 12 � � L 2�CC��� �> v�J�r���� ��s�N��i�T f'�.•�1� . �OU1��7�TID1� � 1st �� �R�1� I�IG f'�.,�1� F�F�R�G� HOR-r+� � t � l r---i t..1 �i e� �N��vt'•15 C �cri�Jb� �� s � �� __..� � � � � � � �� � � �� .. �+- , _ �� � � �f � � �`�- • �� f�� �i �� ^q ���- �.� �•� . � <�� . � I �x �oo� ���� Ir�G ��.,�� �v�;, Low �U � -�--.�. -� `� r � � � L C t � ��la.� � �I c� a �X @ � Ev�1 r Eve, �.� - _ . � �� 5 flET�I L -RCS U B -r �$' �21 n lU � li `� � � _ap � o � a OL w u� � Q O lU z oW a� �� V r � , r �� � ,2 � REVISIONS ✓• 25-Z 3.3 • Zt .z . L� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ,• ,_ f ♦ 'q a - A � � �- �� (� �- � �.. [�'� �d� �I����� 2x� ors �- � ����°�� 1 . � v� L god 2 fl�T�1L I � , ����" /z '� � � � ���� E��� � ��'� �� _ __ v � V , t p � � !� r 1 , ' 1 ��. � � - '� r� �, �/C�-I�Lo�L,� . I��I 0 ae-r,�iL _� E.._� �...�� �./�'�x, � NOTE5: 1. PROVIDE STAIRWAY MENIMUM WIDTH OF 36", RISER HEIGHT OF 8" MAX., TREAD LENGTW OF q" MIN., AND A 3/8" MAX. VARIATIDN. 2. STiAIRWAYS LE55 THAN 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLE55 BOTH 51DE5 ARE OPEN. 3. RAILS SHALL BE 34" TO 38" OPP N051NG5 &SPAGED 1-1/Z" MIN. OFF WALL WITH A SMOOTH, 9-1/2" TO �" DIAMETER GENERAL GRASP, AND A NEWEL OR RETURN AT 1=ND5. 4. PROVIDE 80" MIN. GLEAR HEADROOM ABOVE 5TAIR N051NG5. 5. 'PROVIDE GUARDRAIL5 FOR AREAS 30" ABOVE GRADE OR AD.IAGENT FLOORS, WITH A ' MlN. HEIGHT OF 36", AND INTERMEDIATE BALUSTERS OR RAILS SPAGED 50 THAT A 4" DIAMETER SPHERE GANNOT PA55 THROUGH. 6. ENGLDSED U5ABLE SPAGE UNDER STA[R5 SHALL HAVE F=IRETAPED 5/S" GYPSUM WALL BOARD, TYPE "X", ON WALLS AND GEILING5. �� �� �� os . W U g . �¢ � �LL m � .,] I� l� u, !F J � } ` ♦ S� � r �� ��� ��, �I I� ����� �� �� �" � � � � � - �1,,,,��. ®�� SGAi.E �" W ��-0�� �i 0 0 ��t w ���� �] �c�,�� �� ��E 5{.�� II p�L2XCo -� _ �.yZ � I � � U��� �.�- . ���� ��sT�� .�-��� ,� ,� �� � ���" ���� ���a �jC GotJ � 5 " 2�� p�', F���-��, �� ��� �,��,IJ�,�����#sod �`�x- f G�A-L, �� 7�� � cJ � �' �� RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT s J n a O n u.� � z V w � m r 11.1 0 � A aW moo uu0 U 5 ■�� � �ii w�� A O O � � z � w nI } ><L .� U 2 4 � � r U N O 3, 25, Zi REV1S[O[VS �- 3 -Z s�� 21 5