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APPROVED BLD PLN BLD2020-0964+Architectural_Plan+2.26.2021_10.37.31_AM+2066000
PERMITTING & DEVELOPMENT BUILDING DIVISION 121 5th Avenue N P: 425.771.0220 www.edmondswa.gov APPROVAL STAMP PAGE PLEASE KEEP WITH THE PLANS APPROVED BY RESUB CITY OF EDMONDS Feb 26 2021 BUILDING DIVISION Apr 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT City Of Edmonds Building Department ---------- ------------- Work REMODEL- FINISHING BASEMENT Address 15723 70TH AVE W Owner HUEBNER Approved Date , 4/08/2021 --------------- Building Official Dascavasc W. W vfhic ------------------------------ Permit Number; BLD2020-0964 ---------------------------- APPROVED BY PLANNING rsle4i , �i Apr 07 2021 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE I EMERGENCY ESCAPE AND RESCUE OPENINGS I ■ SHALL BE INSTALLED IN BASEMENTS, ■ I HABITABLE ATTICS, AND IN SLEEPING ROOMS; I OPENABLE W/O USE OF KEYS, TOOLS, OR I SPECIAL KNOWLEDGE. IRC R310 I ■ * MIN. 5.7 SF NET CLR OPENABLE AREA ■ * MIN. 24" NET CLR OPENABLE HEIGHT ■ * MIN. 20" NET CLR OPENABLE WIDTH * MAX. 44" FINISHED SILL HEIGHT NOTE- This Stamp page must remain with the city approved plans at all times. Failure to have this Stamp page with the City approved plans could result in delay of the inspections including the FINAL inspection. If lost please contact the city as soon as possible to find a solution. Thank You. <16, V JSJ % 60il WzuOas(SLZOE� lJ L U0 ff vm f l.)b R O k4, Nt-w W kL(,S A9Z ?RE4LPJ:PT_M fiAP%=h b • My7C; 0QS4;rVAl- OEM- wAI.LS ARC ►1YT 6406 GU A6C-4 • f (.kAaj.N6 WA .LS w:L-L aE 16il o,J (,C-&nfzc WokE DETEIML Co Ds-rtc"IL REST Feb 26 2 CITY OF EDMC DEVELOPMENT SI DEPARTMEI Square Footage Finished Space: 846 sq ft �m 5� i-�► •� Y � �� «► . ,.L. C] w �'# 1 a Ea- C Z G L SHEEP /.r,,,,,� �� �� `, ..... � ` , �� �� ..� � � � � ,� � � PROL3D)w FIRE BLC1CKf�fG AS RE�iUIREt3 c3Y LOCAL BIJILi3li�IG E�EPART4'E�J' CR FIRE CGOE. 2. a�L.::CK OVER ALL CEhTERLiNES OF GIRDERS A.�JD BEAt.9S 3. P�2L�V9C1E SOLID BcAR9NG L1Ni:3ER ALL ENDS OF GIRpERS ANT] BEAD,?S a. I�kSULATE BETt�lEE{+E FLOOD, .JpfSTS +fJlTh' R-3G 1NSvLATiOf�, hi0i.0 UP 1AriTH APPRC1VEii CC}t,dP�EGTiCi�iS t p�'T Civf,L) 5 C�,LL r3t.3t;,Ea!niG C3EPARTJ.�iWNT 2d t-iF�S. PRfC3F� Tip Iiv:PEGT€QNS. USE h^ETAL i-1,ANGEF2S YVHERE ftEQviRE�"), Slt�r'�SOf�: A:iltrRt3ECtt i Ar"�E SHOV+J Ci#v C�RA1NEt�tGS GOivi�fECT L'L'!Ti-i FACT�J�2Y PvAiLS O,R BOLTS U+JHEPv SUBSlTl3TINC V111T;-i DtFFErRE{�1T f:1-G VERIFY ALL LOAC?S. i 4" Ti-d CK CONCRETE FLOgR 5LA6. 6X6 it ifl � iN � REiIVFpRCiPdG, PLACE SLAE t3VEi� OOn" POLYETHYi.E'vE VAPOR r3ARRIER. PLACE SLAB C1N A -'GRAVEL 1~ILL OVER F[Ri',9 6EAl�I(`iG. SlviOpTH FihiESH $ SiMP;;CiP�i f-;OLDrJ�v'Vr�S AS :�HOIrJ!v ON CRA'JI{iiit',S AN'J SH7=AR'JVAI.L SCkiELULE PAGE A - �� SW - (i S1-f0'J�S SNEARVifAi,L P�Lih4BER. �tEFER TC1 Si�-tiAR'�F�LL SC��EDJLE PAGE A � ,�:w9' 7G DOUSES ALL i�9Etv96ERS AROl3�fi7 pPENiNGS 2a" AND LARGER. 1 t. CC1NwRFTE b;,IX TO BE PER STRUCTURAL NQTES, i2 PLACE: ALL FC30TfJ�GS QN FIRS.; BEARING SOtL. A5S;3�v13~D Spit BEARIf�iG Pr�ESSURE iS TO F3E 2 flt?0 F'SF 13 GARAGE FLp0�2 SLAB TC) BE a" TF+.iC;K { P��P� } CONCRi=TE, 5LL7r E Tfj C)�JER3-tETtfl ©OOR:; K OR WATER DRAI,�,AGE PLACE SLAB ON FlR�� BEARING, (SAND pR ::aRAVEL j PLAC,E SLAB ON 005 POLYETHYLEP;E i1i-sr EAR BARB EFt, f CJPTIOhAL ) 1 a ALL NAlL1t�4G TO CONFIFth1 TO ivA1LING SCHEfiL3LE ATTACHirD OR PER STi�UCTUR,�,L i�OTES 15 A' �, A�;Ci-sOR BOLTS Ya" A�€?"J GREATER TQ BE STEEL PLlµc Wr"nSkiERS ARE 3" X 3" X'/' THICK: HQT C33PPEG GALVA}+di�ED '� EsASE€�1EN�' Af?EA IS UNFtN'SHt=D i - EXTERiGR VvALt.S ARE � X � STL1tJ5 AT #5" O.0 OR AS f*JC7TEb OT�?F_RvJlSE. iNSULs•,TE VSPiT�'', R 2; SEE 5HimARt1VALL 5C#-iEDULE PAVE S � iNTERIC3i� tI�;ALLS Ar�E 2 X d 7TUDS AT 16" O.0 OR AS pLpTEC 1 � A��wtip�? BOLTS A+rE PER aHEAFX�JALL SC�iEDJLE f�AGE F, �') ANU DETAILS. (�T}�Er�VJ€SE, TYPICAL r;i�Gt�t'??= 80i T^v Ai2E 5'8" fl��A. X lfl` k.ONG, Eh9B:'L} i^�JTO CONCRETE 7�'r�liii�i, 1?` f=RDJ,4 CORN;f25 AN!� PLATE JQiE�lTS 2G ALL aLATcS iN >DiRE,GT Oq?�TACT LNiTH CONCRETE ARE P€?ESSiJF�E Ti�EATED RPJa S€ZED PER SE;r�°,??V�9AL�. SCHECULE TYP PLAT1~ 7C} 1!�1ATCH STUD. Z' R!GlL7 iPJSJi.AT€OPT: f� '.0, tAJATE>P RESiSTANT,'�N.`'aTALti"(� PEr7 ".��G PP€tiTED INSTRUCT?pf>1S. PRp�ECT INTO RC30P,1 2d" ER�D�,A FACs:. OF FOUNL�AT!pid 7�: ii`JSTAs-L RtEaID iNSUL.ATl0+�3 L1p FACE OE E�ETAi„tI^iG VJ�yLI.S TC.3 �dvi�LH IN 8�� !`RC3��:4 GRAi�E 23 STt�RAGE' AREA UNpER STA€RNiEt„P. r0 BE FiPvISrfED WiThr S,'� �.Yr7E �X� GV'+f6_ TAPES) ANC; SPACKLt�J ail C7 C) ©4 D N N T3 U? Vl Q 6� G C> t� y a r a N lV N W W b �; o w rn b O c. Z D r r D z � �"� � �� � ao m� � mao mm yy � � � � � u�i u�i can � i � �� � �� �� v O to � X U7 � Z � � � � � T7 O � C7 C7 � � � � � � � � Z Z � � c. 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