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APPROVED BLD PLN RESUB 2-Architectural_Plan+11.15.2021_9.32.58_AM+2519614�I 2 First Floor ZONING: RS8 LOT SOUARE FOOTAGE: 12630 SOFT BUILDING PAD AREA: 2323 SOFT STRUCTURAL LOT COVERAGE: 18.4% u Cml City Of Edmonds Building Department ----------------------------------------- Work ADDITION AND PATIO ROOF COVER r--------------------------------------- Address � 8421 202ND ST SW ----------------------------- Owner REDBERG ----------------- Approved Date 11/23/2021 ------------------------- Buildin Official g l7oxovaic W. 7i o4>�0,. ----------BLD2021-1073_--------- Permit Number APPROVED ALL WORK SUBJECT OBTAIN ELECTRICAL PLANS MUST BE TO FIELD PERMIT FROM ON JOB SITE INSPECTION FOR STATE LABOR & CODE COMPLIANCE INDUSTRIES ©© u APPROV/ED BY PLANNING 1 First Floor / �/ D �� Nov 23 2021 A AUTODESK www.allotlesk.com/reWt ....:... '�... r I .I. .� ♦• 1 ��� •• ��� �S���AAA��A�A��A�A������ f�osj Aiw i ozs some. �proau.o.� RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Matt &Sarah Rudberg Addition First Floor Plan arol«i oumcer j8urner0]@gmail.wm ]@8/21 ennry Turner Designs. LLC cxm try M. Rutlberg Al As ma�catea hglvwtlyNeimws�pmmnmal�pna bwnra Proaeee�ro. aamema axNl bepl maalPwTaxe,d-A,,od ane,Gc pr dallnlxD rivoF xo,Fa T Iq°ate �„pm ahNlrom°��IhaM�°plbaa�al°�°a��r°GMIna�Nn� q;�42,�,n A AUTODESK membmaa ro ,Imo al,ep�e awmemwaxalxaveama.m�mae q ., �In,xelakw pe,apna. bnn pnNlka a;;'„"`ro lmax g pemr a awvamagoa. en„ama�er�ma shall wmprywith me mawsionagthe lMo I sNaygledrp wnaherlw rea.lemp>ed orlminalea gkcc to ores sec wort sq�rlea to al lRc sc. R30&vrw�aeaelery apgiencm sxNl beproviaef wim ugM nning glass stein iNa. Gwauaef to be.wtw recgkm gvpau prm�l mom. a wlevd pmvmm comma ewer le,awlma man one lu Ig P e,a azcgRwarerobeeoom. apdian slymmaoulsdq uaim coals aiwtwork,mm ammlh memrsunaces. Wuva.allotlesk.com/revit Glumein norm soma and unnamed smne�ne soma. rregeca�ndlb prw�aeNa��glmvNrn�ng nueaun�etlr�ryn NermwFl ecpvNe Nlolmeewna �n lne �na�maua u.n. nnw lhNlheaauNiongone �wgyUMroeene sxNl eepneol lne pe analmmorm lomewea rglan Ixenrmox.me raa0�ywamin�ro�lmin.l eo�jme�j of lwxeo �u�rmMvnmlellrg aalazt anermio ena emmons. m sun anal eeaminimom of imn6. mm ttis the responsibility of the owner to rain all bulking permits antl verity all wM wrrosxmreswam maw mash mm mash ppmmps I l6 in tlm. ce�ix sr�a emleamape.emiae of ena Tmla%Hens B�e, uMc. lea cnal comgvwnh sxsm.so2 n rnaxawa game a smokeaerms sxN belmerconnectea ena Hem wo-ea. antl cons[ruc0on methotls �wi[h lheirwnlaclaranC/or ' Or tO OD nstruo[ion� rats w neaempm. ar y gsixelmeummxeveNlmsta0 xcegiom. «6IMo. reeol min. inatruawns antl appxceble Frowcwns of oh�aplt a n g� oFTn Nr movemem0om tnawnama.ef spazelo lnecel gw Iy. �nu� alai soot lonr rleu man za minxes. r�a,�ler Ham P Imerconnecnono na sOSIM1IrouMG nnexg. oz FnmeMa.wA=B 3 wsmoutme removalol mtenar Ime bmXire edende on aeon eloryana he rzgaannnnal roonn0 ate eglaol moremea gsaeg ees up.ad. bmemem in apse ro.'�ml'�rymaxesmi��� or�epineummento�.wMwrs�araoon�ertneaaa'Non Meporcx arLaK �e a o-aw�npt Mm me relutremenu almis eatlpn. f=OU a a05] snorer s@Omau.mm ores are kx. Al amokegarms ahN coan!pywemi sec. 1018WPshington Store Energy Code-Resitlentiol g0]BWoshin tansmte Ener Coae-Fes;denci°; gp18W h' s F Ctl Fesidensiol was code mmpgana coral almxa zoneskwaahkemn Pre:<ripnva Enar eoae cympliana ro:al aims. zpnesin washkgro" � eoae compli,�a o�allelimam zoneakwaamngmn ripNnekn6amlly-New6Adtlnlons (effeNw Febwryl, »z11 venmr sa Gingk FamiM-xewaAtltlkom leXecMeFebruaryyl0=1) � ` PrescriP�n8la (amity -New aAdtlkaxx leoectwe FNxury t.20Z1 � Each dwelling unit inpresidenxpl building snail romply with suHi<mnt options from Table Ra06.1lfuel ) RESUB Nov 15 2021 These requirements apply to all IRC builaing types, inclutlirrg tletxhee one-antl two-kmily on cretlltsl antl Table A06.31energycretlitsl to achieve the Following minimum number of Tebk RaOG.x (mnel o'claim Mls credit the builaing peemit drawings shall specify the option seletted and the tlwNlinRaMmulUplesingle-family tlwNling; Itgwnhouses). zted bulitlin leaks e, antl sMwthe li ktionz ditzwntrpls Fxerey SummeryN _ om g air 6 qw fyingven[i yzhm an equence FnergYUNhONbnWwktlene lram.l set - arytlgne CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT emallDwellinB Unit3<rMits EHiclent Water Hearin el�a from ertAlAxnaerMn fantwtlN Dwelling units less than 1,600 sf in contlitiyrctl floor area with lessthan 300N offenestration area. FOlcient Water Hearin ❑ Aaei con en Rudbe 208 ]pH01] Additionstoexisdng bulking Mat are greater Man SOD sfpf heated fbor area but less than l,SOD SL FRtlent Water Hearin ❑ structlyns: Thh single-family project will use[he requirements pf thePrexriptive Path bNow antl 1. Metlium Owelllry Unit6creaits nwrporate Me minimum values listed.Rasedonlhe sixeMthe aruaure, the appropriate numberof Allawelling units tnat are not included in gl org3 ❑ atlditional cretlRs are checked az chosen by the cermit appliwn[. 3. large Dwelling Unir:]<redits 6.5 WNerH 3.0 O wovitleall infgmwXm hymlM1efollowingtablesas Wilding cermR drewirps: Table RW1.1-Imulallonand Dwelling units exceeding 6,000 sf of contlniorwd floor area 6.6 le sWNer Hearin 3.6 ❑ <. pddlNpns lesstlmn 500 zqum feet l.6 credits FemsVaOon Repliremmts by CpmpoMnt, Table M06.1-Fuel Nonnalhanpn CreditsaMd06.3-Energy tretlns. pll otheratltlltlpnsshall meet l�3 above 6.1• Be ewabk Fkana Energy l3areab maxi 3A Q Agglm�g Bekreseleningyour metlxson cols summary Ubk,rewnxthe amallsln iablea06.3@rele Family), onpye A. ].1 applknce Pala �� 0.5 g srmmwryefFWaxAOa= krnadve M1wXr{swroe Nzetl ae a mazimumaf 0.5 W/Nlequiwkml orheatetl Ibwarea ar s00 w�� MIUMmiane ab4RWi eatlrrg pxlXamYbetbn OeamiOtleau Ox is biger, may be Installed in the tlwelline unk. F R-VNue' Opaions hwBMPPdm niaxe Cap3.3.=lAl or G03.3.=(s) Na combustion xwting minimum xAFu° ❑ .3.z1=1 oru03.3.1(=) Na - yp ❑ moms Manon. opnonbom ammaegorvna:n lnmraorys.opXon s.3 mar ba combmae n/a Gkzetl Finabadon611G[a^ ^/a r�ac rz � ueboW hW wlM opXons 6.=MrouNr6.a Sw Tab1va063. pmetln brash 3,3p0 FwF Pfelenrical eenerNion tlroxeetl annually. uPaa3cretlimmax. wogs namewall as 3f Nt 0.056 s sM1er he g v r�TSsea ce peroNkn3.a rMrougha3 � E"°ram Enxtz'e0rttl u s e ufen ad Plreaseepr nl onlyapegesl oizthm worksheet for subm sson (o your bu ltlmg oMdal. e s30.xrt•� OpXP" ce a - tea❑ _ .U�kamsaMSHGCeremadmums.WFenlnw mnblmWlM inewvhy that is lev Bu�NMe Mwk6an hom p0enan EMgent eulNing Enveli Pe ❑ _ mthe sable. _ FMflent eullding Envelope OS � - - FMdent eulltling Fnvalop< ❑ 10/15/i1rs 1.5 3.0 ❑ Mein mam wa B^:was sib:aklm� n sl,e,� a Fm ❑ the imeaor Nthe baslementwaltt'10/15/ilursTB1 SMaal be permlUearobeallmn with aanve'rvaumalnon olnat 1.6 FHiciena Build ng Envelope 3.0 p Meint M1eimrwr aeNeno3Ntne wale "sTB 1.] Fmeem axleing Envelope 0.6 ❑ Nwall�n =.1 mtlhtlpn 0.6 ❑ _ uregu�retl uneea neatetlssla! n ra 3.3 ant EfimarttvaMiktlgn f.0 ❑ lauon cosy badretlucetla 3BNMe MII?muliUm tlapM rWka eEonxolaM EMaen[VeMiktlm IS ❑ e 1A Alr Wks ConGN aM Efllrlant Vantlktlgn 3.0 ❑ deemetl kbeequNakmmthe repuHed pMmecer 3.f• EXklm XVAC f.0 ❑ i NeUsnx enaP0l etl toea'stiegslabs comply elB wfMSeaio 3.L1.X Wmgmtichuced,XMall X EMa 3.0 ❑ °°`""a"'enhkrMa,malDa.riarePrelernnBtn.m kafl.,.�° 31 X Fmdm� ��� 1.6 ❑ FarlggnamaXruraser+ekped In compBance waM1 suneartl rC[400, Ipgwalls sMR maetgarpuiremmkkr 3.3• p ncrOmem�wesl etllare Im�ngleenoWXaminea�aine�laupnaaaewabeams«twnAFm.z.:mmtlingnanmra 3s x Ffgnen xvAe ss o Matt &Sarah Rudberg Addition n kamMe 161nNmon oemr.]e%NMe wan cavity insulated antl neatlerslnmkcedwMaminlmum NRAU 3.6' EXklan H 3.0 ❑ A.3 � FHklen H� a6 ❑ General Notes Hon FMtlenryHVAf Oisnibualdnn SyNem ❑ Prolxr numbs jtturner0]@gmail.wm ]/29/21 wnry Turner Designs. LLC � vrwvPo-wwin-sy. Fanry mrewu a sole av wdeR s vreuruuw vain -stye a^~h mrew.xrgm Uw Emrpy coa.R z zo ew n sx F caa.n a wmogm.valn-slrgavemvv r ss npm a mmv cxm try M. Rutlberg Y A2 AG intllcafetl A AUTODESK iz www.autop'esk.com/reWt tt is the responsibility of the owner to rain all buiMing permits antl verity all antl conmuclion memotls �wi[h their wntactar antl/or engineer tar tc commencin construction. . .. ..... IJ � z fiosl Aimn�oze snorer s@gmau.mm IJ � RESUB Nov 15 2021 ❑ � CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a12 B Matt &Sarah Rudberg Addition Roof Plan 1 Roo 3/16 - 1'-D' arolen numcer jlturner0]@gmail.wm ]/28 21 ennry Turner Designs. LLC erxee try M. Rutlberg A3 3116" =1'-g' t i Rael 1 /4'= 1'-D' t 2 Fron, r t i I�'�I LJ Jp °.ro�mAl�.,�.,z=� n e t=tc m Namge.,»'-gyp' °�°�°°° �a A AUTODESK www.allop'esk.com/revit ttis the responsibility of the owner to rain all buiMing permits antl verity all antl canmucnon memotls �wi,h ,heir wn,ac,ar antl/or engineer icr tc commencin cons,ruc[ion. f�oN nimn�ozs snmerAs@9mau.mm RESUB Nov 15 2021 CITY OF EDMONDS DEVELDEPARTMENTVICES Matt &Sarah Rudberg Addition Elevations Prol«i numcer jtturner0]@gmail.wm ]/29/21 °wnry Turner Designs. LLC erx°e try M. Rutlberg ® �"'l� LJ f.J ® ooN aeoe. ilr lc A AUTODESK www.allop'esk.com/revit tt is the responsibility of the owner to rain all buiMing permits antl verity all antl cons[ruciion meihotls �wi[h their wnirdciar antl/or engineer icr tc commencin consiruc[ion. f�oN A`wn�ozs snorer s@omau.mm RESUB Nov 15 2021 CITY OF EDMONDS DEVEL EPARTMENTVICES 1 Lek 2 Ri hi r e. AVERAGE GRADE: 100'3" MA% RIDGE ELEVATION: 125'-3' PROPOSED BUILDING HEIGHT: 11 J'-6' Averase Oraae.iov 3• Matt &Sarah Rudberg Addition Elevations Prol«r numcer jllurner0]@gmail.wm J/29/21 ewnry Turner Designs. LLC erxee try M. Rutlberg A5 ® ® xte of GlB __ _ _ _ _ iF\___,I II II \� II I II ♦II I �I } I /I� II II � II I II/ II I axISTINea�AalNeww� � SBcticn 1 �_____ __ L=LJJ� I I o f o o g 3 Section 4 1/4"=1'-D" A AUTODESK www.autop'esk.com/reWt tt is the responsibility of the owner to rain all buiMing permits antl verity all antl conmuclion memotls �wi[h their wntactar antl/or engineer tar tc commencin construction. f�oN nimn�ozs snmerAs@9mau.mm RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Matt &Sarah Rudberg Addition Building Sections arol«i numcer jlturner0]@gmail.wm ]/29/21 ewnry Turner Designs. LLC erxee try M. Rutlberg A6 Demollilen Schetlule Value Item 02 41 OO.C5 Concrete To Be Removetl 024100.C18 Wintbw Antl Frame To Be Removed 024100.C22 WeII TO Be Removed 02 41 OO.C23 Overhang Te Be Removetl 024100.C3] 5lorege Unfl To ee Removed NOTES: 1. USE E%ISTING HEADER FOR NEW DOORS 02.41.00.C13 2. FIELO VERIFY ALL DIMENSIONS 1 EnsYin First Floor 1/4'= 1'-0' A AUTODESK www.auiotlesk.com/revit '�... �� ♦• 1 ��� •• ��� ♦♦ - � ♦♦ �S���AAA��A�A��A�A������ f�oN nimn�oze snmerAsC amau.com RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Matt &Sarah Rudberg Addition Demolition Plan arolxi numex jllurner0]@gmail.wm ]/29/21 ewnry Turner Designs. LLC cxm try MRutlberg A7 NAN�F a THrvasEe ®2<• G.e. n�PUY APPRG�En aTAMPs �xT�ALLYAaG�ELDDeENLLINsrvuTp MATexExwnNMWeLEAHAIHSPACEeNEHINs�LATaN z,� seHaaNae �arv,a w„�r GIA xDL�a Iry EAcx a,a a<f INsuunoN cun[a oN ixc Houcx snwN caOAH FAsctas uNLess NOTED OHxEmvise xenoea �r�HOIPUNNsiolrve Izlzxa TOa Pu,E uw srucEs za� O �E�EOs, va T6G C6a zxe H.F. pz snlOs � is o.c. ti pis HFinaO®�s" O.G, ivP. zxtH HIM JolsT zxs eAsa aura wn se rvAIL.s � tco.c. NOTES: • PRESSURE TREATED SILL PLATE W/1/2" DIA. AR. @ 48" O.C. T' MIN EMRED..MIN.2 EACH PIECE AD WITHIN I2"OF EA END OF EA PIECE 3'k3'k1/4' PLATE WASHER O/ALL A.D.'S • GUTTER DOWNSPOUTS TO DISCHARGE TO SPLASH BLOCK TO MATCH E%ISTING DOWNSPOUTS 1 T 'cal Wall Section .j':',:,y �:..':i:i . ''�• • Z :. ..;.>.:.'.•:.'... - F s-ra HeaAH, EAcx olaacrpN a� =�f �r;; , �_� •y, 4 - ' ••�' s. •� •�' � � � � 3 Pad Footin Deck Fooiin � 1 12' = 1'-D" 4 Parch Patl fcatin 11/2'=1'-D' � insose sxu,xlrv0 slMHsoN wzxuHHlcAN nEs sxq oFxz mrv, rn ®EDGE sums cvraz� [Nos 6x6 POsi we �T TO FouxoATpry �- .�� slMPsoN casscowNN BASE : � :�. �� I I `�—�J PAD FOOTING 2 Porch Framin A. 'F%DY WA�T+FT �� ��1 FS j� j� Z REVIEWED FDR CDIIFDRWNDE WIIN RfRDCNNAL CALCUTAlIfM6 DATED ID/29/SM1 A AUTODESK � � �i wviw.auiop'esk.com/revit tt is the responsibility of the owner to Lain all builtling permits antl verity all mensions antl cons[rucfion meihotls �wi'h0fheir wnirdciar an�Nnr engineer to commencin iruc[ion. f�HN nimn�ozs snmerAs@9mau.com RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Matt &Sarah Rudberg Addition Details Prol%��uroex jlWrnerO]@gmail.com T/29/21 eewnmry Turner Designs. LLC °z` W M. Rutlberg A O /••�o As intllcatetl Wintlow Schedule Type Rough Opening Heed Mark Witllh Height Type Height Phase Createtl Sill Heigh Type Comments ]1 5'-D" 3'-6" Wintlow-Slitlirg- 6'-8" New 3'-2' Egress Area Douse constrealon zai sqn ]a a'-o° a' -a' window-somng- s'-e^ New r-6' Tempered Doeae conatrecion 9a 2'-0" 3'-3' Window -Single- 6'-8" New 3'-6' Hung Construcion 66 3'-6" 4'-6" Wintlow-Single- 6'-8" New 2'-8' Hung Construction 99 2'-0" d'-6' Window -Single- 6'-8" New T-2' Hung Construclon 96 2'-D" 4'-6" Skylight -Flat New Construction ��� ®® ��- ®�- ��- ®�- ��- ®® ®Q�- ��- ®�- A AUTODESK www.allotlesk.com/revit k� .. �f 1� � ' _ �� k�� •• ��� ♦♦ - � ♦♦ kS���AAA��A�A��A�A������ f�sN nimn�ozs snmerAs@9mau.com RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Matt &Sarah Rudberg Addition Schedules arolxi numex jkurner0]@gmail.wm ]/29/21 ewnry Turner Designs. LLC cxm try M. Rudberg A9 5 p I I I I I I I I I lJ I I I I I I I I I I I I I a L_ I n ��� ❑ � © n � 7 r i i � f� I 1 I I �— I I I I NEW me FNCE PANEL /.1 F'rs[Floor Elee[r'cal � ❑ O ❑ �� SIC O�� O O A AUTODESK www.allotlesk.com/revit ttis the resPonsibiliN of the owner to rain all buiMing permits antl w:riN all antl conmucnon memotls �wi[h their wntactar antl/or engineer rmrm�ommenoin oon:wc�ion. rzo� �:�.'sa�s �a�emal.� RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ire"-t�-0�� Matt &Sarah Rudberg Addition First Floor Electrical rrol«i numcer jtturner0]@gmail.wm ]/29/21 ewnry Turner Designs. LLC erxee try M. Rutlberg E1 A AUTODESK www.autop'esk.com/revit uAOInuT lu FinoR uFAnuc tt is the responsibility of the owner to rain all buiMing permits antl w:riry all antl conmuclion memotls �wi[h their wntactar antl/or engineer tar tc commencin construction. LJ im crM anrracOM rad v.T.o. Izoq �imn�oze snmerAs@9mau.mm FeRM�N�P�RaYSTEM s>N.Ra.n�Np RESU B Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES I DEPARTMENT i jr. ���` �.1 .�.� �•�I :l. `. I,. I." � :�til; Matt &Sarah Rudberg _ Addition B Plumbing & Mechanical rrol«i numcer jlturner0]@gmail.wm 1 First Floor Plumbin 8 Mechanical 3116" eewnry Turner Designs.LLC =1'-0" erxee try M. Rutlberg P1 3116" =1'-g' WI(P1 aC NOTE: • FOUNDATION VENTS ARE 3' FROM EACH CORNER • EACH VENT IS]254IN OF OPEN SPACE, EpUALING ATOTAL OFS Sp FT OF OPEN CFIAW L SPACE VENTING �A� Fy D ��r •' L� : `��ounL �II/II/21 REYIEWID FOR CONFORMANCE WRN STRUC7UPAL CALCUTARIONS OAiEO 10/2R/5021 A AUTODESK www.allotlesk.com/revit '�... �� ♦• 1 ��� •• ��� ♦♦ - ♦♦ �S���AAA��A�A��A�A������ RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT - - _ � - ©Firsi Floor Framing 3116" -1'-0' ca �iri sEApa aoters�sEE Ls missuFFOaT � I - I I U BACK DECK NOTES: 1. P.T. INCISED 4x8 BEAM TO BE USED AS RIM JOIST 2. 2x8 P.T. JOIBT WILL HANG FROM BEAM USING SIMPSON Z-MAX HANGERS 3. ALL DECK FRAMING WILL BE PRESSURE TREATED INCISED HF MATERIAL d. 4x4 POSTS ANCHORED WITH SIMPSON COLUMN BASE, AND BC 4 POST CAPS. 5. PRESSURE TREATED LEDGER ATTACHED TO HOUSE WITH I/2x4 FI4p NOt sao.c.. Tw. 1/2 GALV. LAG SCREWS. W/FLAT WASHERS @ 16' O.C. as rnnu ALTERNATE HIGH AND LOW LOCATIONS THROUGH RIM JOIST. s Ne 6. FINISHED DECK SURFACE TO BE LESS THAN 30' ABOVE GRADE. FRAMING NOTES: 1. IJOIST HUNG FROM SILL PLATE W/ SIMPSON ITS 2.3]/11.98 AS REQUIRED 2. 3/4"T&G APA RATED PLVW000 SHEATHING W/40/20 SPAN _ RATING. NAIL W/ 10D COMMON @ 6' O.C. EDGES & 12" O.C. FIELD. 3. ATTACH TREATED 2X10 LEDGER TO EXISTING FOUNDATION WALL SPANNING LENGTHS OF ADDITION FOR NEW SUBFLOOR TIE-IN. LEDGER ATTACHED WITH GALVANIZED 1/2' CONCRETE ANCHORS. 2 ANCHORS EVERY 16" O.C. CRAWLBEAM NOTE: IF SPAN OF CRAW L BEAMS ARE REDUCED TO T-0' MAX, OK TO USE 4X12 DF M2, CONTINUOUS. ADJUST FOOTING LOCATIONS ACCORDINLV. ,� n .� 09 ""�]��,� _ j, p�'�s� IDy�rAL 1`� vvzi AEI7EWFD FOR CONFGRWNOE WRH STRUCNRAL CALCUlAT1016 W1TEA 10/2S/2M1 A AUTODESK a � www.allotlesk.com/reNt tt is the responsibility of the owner to rain all buiMing permits antl verity all antl cons[ruciion meihotls �wi[h their wnirdciar antl/or engineer icr tc commencin consiruc[ion. f�oN nimn�oze snmerAsg9mau.mm RESUB Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Matt &Sarah Rudberg Addition First Floor Framing Plan Prolxl numex jllurner0]@gmail.wm ]/29/21 ewnry Turner Designs. LLC cxm try M. Rutlberg SK2 3116"=1'-0' A AUTODESK www.auiop'esk.com/reWt L TOTAL -= 8'-0" C520 STRAP CONTINUOUS OVER &UNDER OPENING. PROVIDE 12' END LENGTHS W/(9) Btl COMMON NAILS PER SIDE INT02X N\ FLAT BLKG BEHIND SHEATHING. i HOR PER PUN Noiss rvP \ � tt is the responsibility of the owner to taro all buiMing permits antl verity all ALIGN FULL SPAN DRAG TRUSS OVER ss@za°o.c SHEAR WALLS. DESIGN FOR 456 PLF (ASD) - IFs ALONG SHEAR WALL LENGTHS. _ mensions antl construction methotls �wi[h their wntactar antl/or engineer tar to commencin consiruc[ion. ROOF ATTIC VENTILATION Ilil' • ALL VENTS TO BE SCREENED W/ 1/4" CORR. RESIST MTL MESH ALIGN FULL SPAN DRAG TRUSS OVER VENT BLOCKS TO HAVE (3) 2'DIA HOLES = 8.59 SHEAR WALLS. DESIGN FOR 456PLF (ASD) � SO IN IN NET (]D%) ALONG SHEAR WALL LENGTHS � LOCATE VENT BLOCKS AT CORNERS& - 4X8 DF ML � EVENLY BETWEEN FOR ATTICS tz � PROVIDE BENT BLOCK AT EACH RAFTER 1is�l "�°� ^seers sroeceas@aroau.ox� SPACE FOR VAULTED CEILINGS • LOCATE GALE 8 ROOF VENTS AT LEAST 3' ss @ za� o.c. ABOVE TOP PLATE � TlmesRLoc"@sysav Taus TO TavPUTs, rn. "G IExF05U"E �t /1m COMM°N® c Eocss a iz o.c. Flsuo NOTES: e � 1. ENSURE SHORING IS INSTALLED PRIOR � r XBDF#2 �o TO REMOVAL OF LOAD BEARING �' j_ zX' MEMBERS. ALL SHORING PER RESUB CONTRACTOR. - SEE NOTE 1 RI sws ws n SEE NOTE 1 Nov 15 2021 SEE NOTE 2 w • CITY OF EDMONDS FLAG NOTES: __ � 1. ALIGN FULL SPAN DRAG TRUSS NEXT TO EXISTING WALL PER 4/54.2. DEVEL EPARTMENTVICES DESIGN TRUSS FOR 242PLF (ASD) IN -PLANE SHEAR AT SHEAR WALL zxs Hn LOCATIONS. TRUSS ALSO NEEDS TO BE DESIGED FOR 188 PLF DEAD+ 313 PLF SNOW @DINING. 2. NAIL 2X6 LEDGER TO TRUSS BOT CHORD W/1otl COM@6"O.C. USE LUS26 HANGERS, TYP. ussovERTRnMws FER RooFovEaFanml"e psina. ITzx TRUSS NOTES: - (stxx JFa6TsiWlii HUJ oFFW • MANUFACTURED TRUSSES TO BE DESIGNED AND ���� SIGNED BVALICENSED WA STATE STRUCTURAL 3trzxt2 pFsu1IFLIIeHi eNSTzxscelufoeaooTuo sTs@tsAs2apo��e. aT.sF[icni veuv. "oisnow"FOR ' ENGINEER Izlxx • DRAWINGS TO BE ON SITE ANO AVAILABLE TO THE INSPECTOR AT THE TIME OF INSPECTION Izl2" • TRUSSES SHALL NOT BE FIELD MODIFIED WITHOUT PRIOR APPROVAL BV THE BUILDING anz zxs of xz RnF7ERs OFFICIAL • ALL BRACING SPECIFIED BV THE TRUSS - MANUFACTURER SHALL BE INSTALLED ACCORDING sws TO THE SUPPLIED ENGINEERING DRAWINGS. • TRUSSES TO BE PERMANENCY LABELED TO SHOW _ MANUFACTURER, DESIGN LOADS, AND ON _..Y CENTER SPACING. wr sws • DETAILS CALCULATIONS AND PROFILE DRAWINGS TO BE ON SITE AT THE TIME OF THE INSPECTION. qmW ®'Enaxsp raz vl2 • APPROVED HANGERS TO BE USED AT ALL TRUSS TO HO (z'2o TRUSS CONNECT'S vE nnNvs"rp"uuv • BOTTOM CHORDS OF TRUSSES TO BE HELD OFF '� �EA OF NONBEARING INTERIOR WALLS WITH osTnL "SIMPSON STC ROOF TRUSS CLIP" OR EpUAL. "TER oa orwans esnN sxe oFn M N, m @ EocE sEntns • GABLE END TO BE OESIGNEDTO HAVE VERTICAL MEMBERS @ 24' O.C. TO RECEIVE SIDING PT sxs "F xz ceTaz cAF Hanes snsE • GABLE TRUSSES TO BE DESIGNER FOR LATERAL LOADS OR INSTALL1 xb DIAGONAL BRACING FROM s'�°"'M'"�R'°°`w'�"s°F"'"°"�'�"'"� Matt &Sarah Rudberg RIDGE TO TOP PLATE, so esL • INSTALL 2X6 STRONGBACK ON TOP OF BOTTOM "1"c rosTwrczATaz@srvos °N� CHORD AT MIDSPAN (ORA1/3 POINT FOR � - e SPANSGREATERTHAN28'-0'T. Addition Roof Framing �9O��.A��. • INSTALL IR"PLYWOOD GLIPS CENTERED 09 Aq �b"� P3Ej�a BETWEEN ALL RAFTER &TRUSS BAYS. es Prol«i numcer jllurner0]@gmail.wm ]/29/21 1 Roof Framin 3/16'= 1'-D' � p{�'�sti ��AL jT a ewnry Turner Designs. LLC ea�ee try M. Rutlberg �������� REVIEWED FDR CDNFDRYANCE SK3 WIIH STRUCTRAL CALCUTAllp6 DFTED 10/2D/fM1 � 3116"=1'-g' STRUCTURAL NOTES — AIAL&WOANMaNBHIP,oESIGN,ANGcoNBraNCT,o"sHAucoNFxAMTxrHEoxAW,�s, SPECIFlGArIONS, aND THE SEATTLEEUIIDING CODE (SECT. ASAMENDED SYTHE LOCAL JURISDICTION. sPECIflCATIONS ANO STANDAR0.SWHERE REFERENCED ONTHE DRAWINGS ARETOSE raEIATEST EARrHouAXELOAos: eE,e� sE�DePE� FA�LHES�EE(G� oH,IE, �S;G SEASMiC FO CE-�9;SxrvG-SVSitAf WOOD S.w. DR IH, eEwMIDRESPo"eEDDEFFIDIENr;O� o.Ise '" °ExP�NA WINDePEED,seEDoxOGueN oo PH CRON SPECIAµt MSPECTION SHALL 9EPERPoRMEO PERCHAPiER fi GFTHE SSCONLYWHERE REOUWED SV �cd�E,sECT"�r�LE`»3, . woDD,eEDRDx,TAss, sec secnaN naalaaND rTas.11 FonaoDlRONu INSPECTroNREouIREMENrs FaRTHE r�Rcw�cT,e�wEEn, avoo euuowc ornaaissHui eEFuauisl+ED wRHin IPEs orau sraucrvRaL oesERvanox ox�ESPoruleaELoannrsreal���nssvecr a s nEouaeoa�x� e�xcl� aoa �ix�Mor o rroxs: sio iNEoesERvarlox REDEsrcx. vuuare TMEsoa coxooRloru�xvoan vsiHeElcHeeAlFoaroeslenEwuraoanox soPSF fauowaeLE eEARING PREssuxE) xr (sassrve rxessuxe) a smoEFrclriiorrn`�cnoroaTEsu PREssuHE) nEouwno ererr iHi�LocaiNiuA�solcnol�.NFoor N�c rLsvanoluEs slAirow�v ir.�rHE Danw Hcs�sevnisENr eENEATH rHesraucruREaeovE uNLEssnIMENsaNED orH�wlsE�varroxsaRssuRIECTTosNE ocairovsINEIR�v�EaiLVFoarsirx �vRlon ro co�i,�erR�ucrioNAN ID N�PnrvoENsi vov A�irAu FOH EDsraucruRu FUL axoeacXFiu MATERraL sHouiD coxslsroFaEao, weu cRAOEO Es (vassw� r EW,rraTaaslevE>, rlu nNoearncFUL Ma EAwLraNSE sliouLoaeE vu ciD iN iEVELI ilFis Nor excEEOING TWEI. ve wcHEs IN Loose rH�clrNEss avD suesunracE�I�cE�PNaowoE waiEAvxo�F��sys M�ni uaraceovau Four�oArroN coxcaE �so roEaxraasxaacnlrEciuxaL sr>Ecl.�caTwxs SraUCTURAt CONCRETE�.UTHE CONCRETE SHALL HAVEA UNITW�IGHTOFAPPROXIMATELY f50 PCF. GONGRETE STRENGTHS ai 26 vats (rc) AND MIX DRIT ERIA sHaLL BE As FOLLOWS: FOUNDanoNeEWALLS: h 2,5M PSI 0.55 wM. RailO SU&ARTAL ePEGFICATroNe. THE MLYDESIGNSHALL INCLUDETHE AMOUNTS OFCEMEM,UFlNE ANONE SP S6 ANO ACISfa. DEVELOPMENT LENGTHS AND LAP SPLICES SHALL 6E PER raE SCHEDULE. M $HAILS NeA/LLED MACCOH�ANGEWIIiNiHE NANUFACNF�S ECOMMEN�ATIONS. DEVICES auow o w�iloiouiEvnlone�wEEnnvPAOVA�` enlas Pa� aiiTVE. eA'sEoo���FEEo E�no�I��°�s�ten�L� R �G�°�AOEsbFsr�e �" uEL�M NTaPe eaRSIZE PRon EcoRxsReaoRs oMnic�a+���aL�nl� aLxEwwncwc oxEa�smEo EVEnv niciavcuuRaReAso�NoiR oM nE�ilwJUl.oa souLaaiiiEi aliens sH�Au eeassounaEAs ro pgacrroAL axD navExoacureaxcLEs.lolxiLocarroxs snaLLseaPPRovEDevrnEaRcnuEcr REwFOAciuc oial°En e°Evavoiolu:uuiEsswoo TRH nwaEwv�aNµD svaclNG ASMaw liHn��sEncesiDEEai sf+ls�.+�'a'sE. EXrENo ASFAEaas vonsle%axoHooX. /srooirau aea FORCIr ciHiEaauaiEo evoP owes � uND xlsx DETAILSAiEXPosED coxcHElEsuRFACEs. PHovlosa�Nxc srxlPq. iEXnlxE�axos srRs ruRALxsre� aeA�caiivanro t`REciEo wmlH nir iaraar�Es o Fweoernlrsc. smucruani siEeiinamalALs a�iEs,as, axoaoos sNa�cav".-onaM ionsmaa3a, rr-se sl. ADEa Fr-Aeresl. IULi coNFoninLroasrniausHlluEs�eronilHlMlii'uNo) XSL aroulRSMI Exrs. us e osxsl�owxmaocENEIFi,EcixouesnPPAovRla�wa wi�Mnha�a4se�l�vc sass sHAU NareEFERMIrrED UNLEsssPECIF�cAuvcAUEDOI ioNonawlo�soFxEwFoxcwo ACCORDAN WRH ASTMAI.s.SAIALL DAMAGED GAL AN �D COATINGS SHALL BE IP N ACCORDANCE wmf aSTM a Ie0 wHH ax aPPut=D Cqa RNG iHICIwSSS DSrERMwED eV CONFORMUTOETHE9 ANDARD DMExspxSOFCOMMOx xanS aS DEFII�I oevinE xDSaxD Snau MEEiinE FOUOw�xG mwlmUM M BOX NAILS (a.liero x 9') MAV BE SUESPTUTED FOR � COMMON NAILS WITH Atl CHANGE M NAtt Rs (o.learexs I/rJ, eur ONtvfae �Es esTmiLTin aiivwir i ie�ivcwrERsnavAova. vnloneosiHaanoFcoNsrnuciioN�ILsraAv HOLES oNeor s snHal�i asePaovmEuaNn sl+aaiGi eEa m�wumor ��°Enrvlu �maN�n�or u wooD coxxecioxssnau eeslMPsox sTRON�REOR ExcwEERAPPRovEDEDurvaLExr. IrzoFTnExRAns, ecRn=ws, oLEeo�rs I�ro eaclA+Brar �EEq.IFsrnnPs coNNEcrTwoMEMeERa PucE MaxuracTURED.IOISTs a rRussEs eH� ��°P,",°wl �E��zs s.:n°o'sss"� � �oMP�°� ,� ��"s A�o��PoSB�E c oFrcwL avvnovaiwernroulaEo union oorvF aM���sPECIFIEo. PRE«axuFacruREo coMaoxExrs aacwrecrunaLE�ciA�cAL,Favo�uecHnrisicairvonawwcs oRnoouiriouaL LoaoEiicaroD oveNlNc Fmusses�rlsiAuEaTEleiEouu is oR cREa Enilsiavz.�s�iau e�onsl�cHEDTMGaA accoAunxc wRrarsrvi+sEM Iarvu nc*uxeRs �Iou�nex-eieNrs. rxeruNurncruxelRSManu v�wueau syscuLrvlrE �crsvnaresurxoi cavHEc aas.0 DEFrH eRIODING, eLocaNc, weesnFFENERs, axDPRonu uc oNcoxcnErEFouNDarroNs sHau eEPnEssunE raEareo aND sHau arracH TM)aNClwReaisvinsii viareaNO PLA�av�winilN �z oFeacri NE owo n�cHVEce�Ine�Rro a sHEax wau THarExrENo iow Hiu ruieroFsalsixsarrxrsiEoioceHE cHNurarEacnaxclaHearlN wAussxuL es FSAMED xnrxnsruo��N�o ss sHui eeLax EOF��j cnivvLFPavo �i) Fuu HiL�cHrsoiur�o. coLUMNseELownusHFnAMEo vaowoEn�eea s�sli"nvE Fuu eranwnocaunuuaHnLFos�riveco�NNEcri�sHWaLi�� sPawND eErwEENsuPPoars�avNo eNEnrH vnnnroHsvEaveNOICPoLAa ioan%oincEc�rroNoF uNGSCwaiERPROOFlNGgFlxASnEo, ETC REFER i0 inEaRCwiECTURaL CmL ELECiRlcat, aND MECHaNI uDxaWINGS FO eI2EAx LOGTIONOF PIPES. vEMS DUCTS. AND OTHEROPENINGeN � � �� •. � m W U W � N � � W � W � 3 //y�.-. O p �l N � m N W 0 � PRaecrNo: DEs�cNEDer RE S U B eHE STRUCTURAL NOTES Nov 15 2021 __ DEVELOPMENT SERVICES ' C i i DEPARTMENT J I I PLAN NOTES f. PIACEALL nEINFOFCMG STEE4 ANCHon BOLTS, ANO HOLCOWNS PEATHE STHUCTUnAL NOTES, P�Ns, aND rNE rouNDanoNVETaLs oN rNE sa sNEETs. NEFEH rDTNF FNartawG PUNS Fors NGnFv� P�annEs ornluvo�CAE�PnrE,�aEs IrEcrunaL DaawiNG.s Pnloa ro caysmucnDNallo SHEATHING. noon sHeATHINc Is uwsLoclrED uNOON PLAN. I� porsEmawxDES pUcrunaL NDrEs aND ro rHETmlcat waoD FnaMINC Deralts oN rHE sa sHEErs 2. WOOF SHEATHING SHALL SE frz'MINIMUMTHICNNESSWITH A.unBSPAN nATING. ATiACHTO FFAMMG NIES PaNE� EDDEs�NEAra woos. u us srncEo aiEzoc. nE Ealiorimlcai aaniwclLolE�iaaiLSFoa sNr°aiHwcurlouT nooFE� s. 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