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APPROVED BLD PLN Resub1 BLD2021-0109+Architectural_Plan+8.6.2021_9.56.54_AM+2343259RIIYIY+Gn Live Encr Codc Cam Ilanoe Fo-r,411 Gllmelc Zones In Waxhln tan �+}! . .•.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:..:.:.:.:.:..:.:.:..:.:.:..:.:..:.:.:..:•:-:•:•:•:•:•:•:•:•:•:•:•:•:•:•:• I$�rldbdof:SE�ll�dd�:�:�:�:�:�:�:�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: 1 .COMMENCING AT A f OINT ON THE SOUTH OF THE NORTH HALF OF THE NORTHEAST QUEAIZTEtz OF THE NORTHEAST QUARTER OF SECTION 36 �• r � • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . - . , vrr I��l.,�lla.an _��wrr� �SU�nvciw�� Pr ocfArfarrrahan �::��rdlaclrnfovmulerr:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� . 1n(atririh�d�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:::::::::::::�addlit!•MdC+iVnr6idlr:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON, DISTANT 50UTH 88°14'33" WEST 800.21 FEET FROM THE �� �� SOUTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID NORTH HALF AND RUNNING THENCE ALONG SAID SOUTH LINE 50UTH 88°14'33" WEST 55.00 FEET; THENCE NORHT 3°09'11" EAST 523.66 FEET TO THE 50UTHERLY MARGIN OF THE COUNTY ROAD; THENCE ALONG THE SAID SOUTHERLY MARGIN OF THE CURVE TO THE POINT RIGHT HAVING A RADIUS OF 380.28 FEET; WHOSE TANGENT AT THE THIS POINT BEARS NORTT 89°00'24" EAST A DISTANCE OF 140.80 FEET• THENCE 50UTH 12°40'21" WEST 510.23 FEET TO THE TRUE POINT OF BEGINNING• rh �s ect wlll use tht ulramrnts rat the Prc•s[rl I4rr Path ntlow anu m[or rate tic : � : � : � : � : � : � : � �I �q D1 P� ihr ml�llm�rn ualuasllstrd ti adddlon Gasad on kht sl�a W lfla siruKt�ra llla ro Hatt .. . X PT THAT P FYI TH T Y F A F iPv v L.�,, E CE ORTION THEREO L NG SOU WES ERL 0 LINE DESCRIBE AS OLLOWS• � . rlumhar M addlMlonal �� art ohackod as thatan b Iht rnllt a IlCant. .. .. : � "U�'Id1h lie ht � � : z .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. Pa PP F:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:_;.;.;.;..;.;.;.;.;..;.;.;.;.;..;.; ;.;.;.;.;.;.;.;.;.;.;.;.;.;.;. 7 BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER • : • :: • : � : � : � : � : � : � : � : � : � : � : �: � : �' �' �' �' f�-i ....................................................... - �$f U� OI_ Fie# Fa TH FAN NNIN TH N N TH 1 TT INT TTH T Y IN F TH T A TH INA FI T I :•:• ::::::::::::::::•••••:•:•:•:::::::•:•:•:•:•:•:•:•:•. ::•:•:• .. .. .. _ :•:•:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: Rai_ i_I-faelar��:::::::: 01_ F��t F��t :•:•:•:•: s •:•:•: •:• EREO D RU G E CE OR 2 2750 WES 0 RSEC E WE5 ERL L E 0 E R C ERE ROVE R5 DESCR BED, .. #� �.. . �iR. . (7 '�IAfYl 41 I�1 Door ��s . �. rr1�JL' ':':':':':': r � N EXCEPT THAT PORTION DEEDED TO THE STATE OFWASHINGTONUNDERRECORDINGNUMBER2185473. � � � � � �. :�:��� �:�:��-� �gj��,•,+�.j• .�i :Q;rr�� •:j�,:jq�.•:;:::::;:;:; �./ ,.., iu.lthonxed f2cprcse�lah,ne• -- • • _ _ •-• - _ -• _ •- -• ..�f . . H`. .rM� . � S � � . : ��:� : � �_� o .. 1a.AGCE55 EASEMENTS: #7801230217. ..... ............... :.: ': Ex�rlpt �la�d. F�[1BsM!'8t11311 � 1 `�:$� ��; �ria�j � : � ::::::::: ::::::::: :::::�� � : � : � �_� � : � . . . •d� F . . . .. 'k � . . � :. . . ~� cn :::: ... 2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. �11C11 ..... ................. .. ::.:.:..�.�.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:-:.:.:.:..:.:.:.:.:..�.�.�.�.�..�.�.�..�.�...-.:.:.:.:.•.•.•.•.•.•.•.•.•.•.•. . . . . . .. . . . .. . . �.. �. . .. .}. . •�•�•�•�• .. . . . . �:�:��:$ �:�:��_� o .;.;.;.:. r ^ ..... V J P.�II�r� IF.Fbcter�•.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•..-..•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•..•. . 3. VIGINIIY MAP (5EE THIS PAGE). • � • � • � • � • • • • - Perractrallon LNFadhor~ rYa dLiJO.................................................................................................. .. .•..•:•:•:•:•:•:•::•:•:•:•:•::•:•:•:•:•::•:•:•::•:•:•::•:•::•:•:•::•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•: � 4. NEW CONSTRUCTIONFORA3STORY, 4UNITBUILDINGAT22808EDMONDSWAYEDMONDS,WASHINGTON98020.:V%[�dl�����Gft{�Y�hd�hd:d�al•:.:.:.:.:.:.::.:.:.:.:.::.:.:.:.:.::.:.:.::.:.:.::.:.::.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.•. Vd[�I�I��rieK��PGh hdand:A�•.•.•_•.•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•..•.•.•..•.•..•.•.•..•.•_•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. W A 5. OWNER:KISANENTERPRISELLG7907212TH5T.5WEDMOND5WA.425-776-2211 u•Faetflr rYa SRO �� •�•••:•:•:•:•'�' '�:•:••:•:•:•:•:•:•:•:•:.:.:.:.:..:.:.:.:.:..:.:.:.:.:..:.:.:.. :.:...:-:•:•:•:•:•:•:•:•:•:•:•:•:•:•: ;.:.:..:•:•:•:•:•:•:•:•:••'•'•••••••'•:•:•:•:•:•:•:•:•:-:.:.:.:..:.:.:.:.:..:.:.:.:.:..:.:.:..• •.:.:..••_•.•.:-:•:•:•:•:•:•:•:•:•:•:•:•:•:•:• 6. CONTRACTOR: ROB MICHEL206-930-2445REGENTCONSTRUCTION,INC.REGENC1891K57305SOUNDVIEWDRIVEEDMONDS,WA.98026 {ilaxedFen■strallan$H 1'Va nla �•�• •� � �•.•�•�•�•�•�•�•�•�•�•�•-• •�• •��• •� •�•�•�•�•��• •-:��• •�•��•�•��• •� ��•�•-•�•�•�•�•�•�•�•�•�•�•�• •�•�• •• • ' ' n :.:.:..:.:.:.:.�.�.�.�.�.• �.�.,.•,�.•.:.;.;.;.:.:.;.;.;_: •.• •. � FBI - - •�•4�gdii bra:���•�:�:�:�:�:�:�:�3�::1l�fa��ar::�:�:�:�:�::�#3t•::��#..�..��#�•�-::�:�:�:�:�a4r��:�:�:��4:�:! Gescn lorr� � • • :�:�:�:�:�:�i�$f•l}-faelat::�:�:�:�:�::�f]L�..Fe�#��i;a,..F��t,��;=������::�:�i4e��:�:�:�i�4:�:� � 8 7. CONSTRUCTION DRAWING: MICHEL DE51GN ROB MICHEL 206 930-2445 �e�n � �U.6 3 8. STRUCTURAL ENGINEER: RON SKINNER SSS ENGINEERING 425-778-1023 INBOX@SSSENG.COM w[�d I•ren-.elW]a°�+� �1 rd 4Jtim6 ' �'�� ' �' � �-� Ga �' 04erFread d0ori � 16 v 7 ¢ ::1:1:�:� ::: -�} �� z � 9. INSIGHT ENGINEERING COMPANY P0. BOX 1478 EVERETT, WA. 98206 BRAIN KALAB 425-303-9363. Ma�S�all R•valua �1�2ti� 1id06 Ga $: �Yr#ftrBa� do4r1 ��$ : • 1 16 � � ¢ � :1:��:b � : � �$_[10 E : Frflnt Door ��� 1 3 a � � � : �;��:$ � : � : ��_� � ~ �� 10. GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704N.LAMPE@BTLENG.NET Thor 35v r,n>n Err : VI fixed �2� � : 2 � � � :::'��� :::::'�.,� rr o � Q 11. LEAD DESIGN PROFE5510NAL/CONTACT PERSON: ROB MICHEL 206-930-2445. Powder: Vin I Fixed I]2� 1 � � :::::�$ ::::: �:�$ Edaw [��da W�l�^ 1�1 di21 ■••� + T� �d4� � o 12. ZONING: RM 1.5 AREA: 31,167.5Q.FT. En : Frflrit Door �2� : � 1 3 4 � � � : � ��� � : � : � �_� �r�atrflom: Vin I Casernerit I]2� 1 � � fi � � :� � : � :1 �_50 (, �' SrabyR�waFee A beptl 7�, � R nla � I•N o 13. PROPOSED LOT COVERAGE = 3,807.25/31,167.00 5Q. FT. =12%. ' able u1.1 1 and a c I•uu1.1 arinotee n[trdod a, age � 5tars:l� I Fixed �2� :: 2 � v 4 � � : � dC�� � : � :11]_[10 �iUchsn: �111 I Slider 02� 1 G 4 4 � ::: ��:$ ::::: �- �--i � 14.15T FLOOR =UNIT #14 GARAGE: 574.25 5Q. FT. LIVING: 176.00 SQ. FT. UNIT #15 GARAGE: 730.94 5Q. FT., LIVING: 75.49 5Q. FT. $tars:l� I Fixed �2S : � 1 � a � � : � ��� � : � : 62S Pan : Vin I Casement � 1 � � � ¢ : � ::�:� � : � : � ��$� UNIT #16 GARAGE: 730.65 SQ. FT., LIVING: 75.18 SQ. FT. UNIT #17 GARAGE: 631.93 SQ. FT. LIVING: 81.80 UNIT #18: GARAGE: 570.45 SQ. FT ... Es[h �wollingunitlrl ares.darrdsl hulldlrro dl rampl}•�rMh sudfltleM options born Table R4PG.3 sa aslo a[hlova Yht � GO fo■owing minimum number of trrdlls: Drnn F�flom:l�in I Fixed �2� :: 1 � � 4 � � : � :11.3 � : � : • �_91 Powder: Vin I Fixed � 1 � � � ¢ ::::�:$ ::::: �.$� LIVING: 70.36 TOTAL: 3,716.75 5Q. FT. ' 15. 2ND FLOOR =UNIT #14 LIVING: 744.75 S0. FT. UNIT #15 LIVING: 822.93 SQ. FT. UNIT #16 LIVING: 822.31 SQ. FT. UNIT #17 LIVING: 730.07 SQ. FT. .. � � � Dinin Flflom: Vn I Slider �2S � : � 1 S o 4 4 � : � �C�6 � : � : � �_�t3 Barthroam:l�n I Caserrr�rYt I12� 1 � � 4 ¢ � : � ��:� � : � : ��_50 1. Small �r,+rlllrrg 4h111: 1_S [rudl� 6 � UNIT #18 LIVING: 657.19 5Q. FT. TOTAL: 3506.31 5Q. FT. .. Ki�hren: Vi Slider �2S � : 1 � 4 ::: ���� ::::: �- Bedroom #1:1�rr I Slider 02� 1 � a 4 ¢ ::: :$ :::::�-{)� 16. 3RD FLOOR =UNIT #14 LIVING: 662.21 SQ. FT. UNIT #15 LIVING: 750.97 S0. FT. UNIT #16 LIVING: 750.81 SQ. FT. UNIT #17 LIVING: 658.57 S0. FT. � � U.�rling unus cos Iha-I 15fil4squarc'ael In [ondlWnedl�ao•area wIGIL'Ss man 301�square Peal of frnestrahenarca. ' . Add�ha-a to ansln� tluldng thak arc g•c�atar khan 54o sgdare loci or healyd iaar area txrl hss than i tiG] sq.lara 1ooL GF�at Room: �F I Ca�ment �2� : � 1 � 4 � ¢ � : � _� � : � :1 �_50 Barthroam: l�n I Caserner�t 02� 1 2 � � 4 � : ��:$ � : � : � ��� UNIT #18 LIVING: 589.61 5Q. FT. TOTAL: 3171.06 5Q. FT. .. Pawd�r: Vin I Fixed �2S :: 1 � � � :::�;� ::::: �:� Bedroan #2:1�rr I Cacsament I12� 1 � a 4 ¢ ::: ��:� :::::$_{)� 17. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2500 PSF. 2. rirdlumbw■lung urw: 3.6 [rrdltc 18. OCCUPANCY: GROUP R, CATEGORY 2, &GROUP U, CONSTRUCTION TYPE VB. : : WI rttirling unus mat a2 mi InduWyd n a, ar R3. Esaupllan- �voung Llllti sonnng R�z a[erpan[lees shall roq�lre . . 5taifs: � I Flxe>d �2$ : � 2 � 4 4 � : � �Q:� � : � :1 �_� Bedroan #2: 1fIfY I faed ��� 1 $ 6 1 � 1 �.� � : � �_38 19. GLAZING U VALUE VERTICAL = .28U VALUE OR BETTER, OVERHEAD UVALUE =.50, CEILING RVALUE=49, WALL RVALUE=21, FLOOR INSULATION R-38, �•5 ���• 5taris:l� I Fixed �2� :: 1 � 4 6 � ::: �D.O :::::�_50 Be�roam #2:1r I rasemenl I12� 1 � � � I] : •: •5.0 � 1.2� SLAB RVALUE=R-10 I :: a. L,ar Gwollkl UrWt �.a crr�dllc • MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM � � VwIG: VI I Fixed �2� : � 1 � � P ¢ � : �S.Q � : � : � �� : � : ��.0 0.00 Chtirll ng unus elvoeedrlg S0o4 s+q�laro iocl d wrdrhorled floor arw. 20. COMPLY WITH 2O15 IRC WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAO (WAC 51-13), ECDC-CURRENT EDITION. Bedroom #1: � I SI ider �2� � : 1 � a 4 ¢ ::: �4.Q : ; ::. �-{]p � � : � ::�:p 0_{]0 21. CA FILE NUMBER: #2017-0211 d. �4ddhtlans loss Iharl t:4P cquara ioaE: _5 [rodfd � ¢ Barthroom:l�n I Caserrrerrt �2S � : � 1 � � S.0 � : � : � h� � : � : ��:$ � : I]_�(3 22. SEPA FILE NUMBER: PLAN20190003 DNS Tablo- Rd06.2 sumrner}� . . . . . . . . . . . . . . . . . . . .. . . . . gg,dFUp111 : � I Cas�merrt �2S 1 � a 4 � � �D.$ �: �:1�_1� �:��:� �: I]_{10 H 23. ADB NUMBER: PLN20190003 " " " " " " " 24. SET BACKS: STREET 15 11, SIDE 10 21 BACK 15 111. ;.:ph[n aoscnpllo� • • �,rtalts: () ( ) () la EMI[ranL �ulk1 En,reb5e 1a . .. Q.S • . • . • . • . Be�roam#2:1� Ifuced �2S �:� 1 � 4 1 �:���.� �:�:��_38 �:�:��:0 �:�:��_� � N 25. PARKING SPOTS REQUIRED: 8, PROPOSED: 8 lb FJi[ranl �wk1 �ntiwb5e `b •1�8 .. '�. s Barthroom: �<ti I CaSerr4BFYt ��� . � 1 � � � � ::�:� � : � : � �� � : ��:� � : � : � �_� 26. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE SPECS ON SITE FOR INSPECTOR TO VERIFY VENT LENGHT ... lc Elfl[Ic�l�ulkl E�,rebsc '•c zd :::�:� ::::;�� :::�;� :::::�� 27. FIRE ALARM SYSTEM REQUIRED. CENTRAL STATION SERVICE FOR SPRINKLER/FIRE ALARM MONITORING. .. ,d Ei'i[Ic�loulld E�Jclaoc '�c +� � ... 28.HANDICAPRAMPSW/SLOPES OF1:200RGREATERSHALLHAVEHANDRAILSANDEDGEPROTECTIONPERICC/AN51A117.1 2009 EDITON. :.. za AULoaka e�ontrWandEfh[t�rlwc•�Ils�onfa ..... Q6. . ..... ................. .. - •.•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:-:•:•:•:••:•.•. :•:•:•:•:••. .••.•.•..•.••:•:-:•:•:•:•:.�.•.�.�...•.•.•.::::::::::::::::::::::::::::::::::::::::::::::::::::::::-:::::::::::•.,�,�•�.,.•�•�,�:..�. .•..•.� :::•. .. ..... ................. .. _ .. ........................: � � � � �r�m � 4�rtf�f •Fe,rtesfarE�lr� �n�f _ � : � : � : � : � � :�$�:� � : f�i:_�1 ............................ _ ...:: • : � il�rtfc�•�srratl�rr �Iraea ar��iiG1,4: • ..: i:� � : � :�_�'$ 29. SPECIAL INSPECTIONS HAVE BEEN GALLED FOR ON TH15 PROJECT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING .. � i,�r Loaka eContrNand Efh[e.�l'I�c•�Ila5on2o . .1�d . . . . . . . . . . . .. . . . . .. . . . . . . . _ .. ..... � � � � _ � :1tr.�f �� Nrei cad i? =: ffk�,4i� _ ' � : � �� 2c Air Loaka r�ontroland Effl[t�rl Wc•�hs�an2c •1_� • .••.•. .y. .•. . •. PERMIT. IT IS THE OWNER&/ORCONTRACTOR5RE5PON51BLITY TOA55URETHATREPORTSAREPROVIDEDTOTHECITYINATIMELY •• •• - �:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� 4�ertrealFfiin�srratr�orr.9: � ..:�:�:�:�:�:�:�:�:�: �:�:��� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' -- �J.a H h €iflclenc HVA� 3a 1�8 . .. - MANNER. BE ADVISED IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY ISSUE A STOP WORK 'Jb H h Elfxlcnc HVA� �b 1 A .. .. - .. _ .. .. .. .. .. .. .. _ . . ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME A5 THE REPORTING AGENCY HA5 COMPLIED &REPORTS ARE - - ..}.. Ovarhaad�lazin..1,.�.1..I#���:�:�:�:�:�:�:�:�:�:�:�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�� ...��:�.. _ �ii 3[ H hElfrclenc HVA�Sc 1.6 ��.�!!;!�..•.� :�:�:��:�:�. - - �+� REVIEWED &APPROVED BY THE CITY. • .................. ............................................................ . .............................. . . ...............................................................:.:..:.:.:..:.: :.:.:.:.:.:.:.:.:.:.:.:.:.:.: . 'Jd H h tnrclCnc HVAC 3d lA .. i�t:•:•:•:•:•:•:•:•:•: .. .. ��:�::� I�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: .. � 30.5PECIAL INSPECTION REQ'D::•:�InP4r•f�nl•:::::::::::::::::::::� � �Nidt�:::�•H�f�f�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: •••� �� � � d H h Elfrclenc HVAt.: i}slr•�wtrml S stam lA - 31.SEPERATEPERMITREQD: incn li�Cfl":::::�:�:�: .•. f��1_ ���::�:�:�:�:�::��L F��t..�::�98�::�:�:�:�:�'�:�i4[r3�:�:�:��#�i:�: 7a E�i'i[lo-�l 4�aler Hoak }a 4.6 .. .. 4.5 . : � : � ion � f��f_ 1..r-factor � :� ��L Feet F��t Hai : �: � : � �4: 32. FLAME SPREAD FOR ENCLOSED VERTICAL EXITWAYS 0-25 GLA55 A ,OTHER EXITWAYS 26-75 CLA55 B, ROOMS OR AREAS 76-200 GLA55 C. • • • • � � - h 6 �r � � � � � ; : ; :�� : � : � : �-{jj� 33. SITE BENCHMARK: NORTH RIM OF MONUMENT CASE AT THE PC AS SHOWN HERON. ELE: 351.66 DATUM: OLYMPIC VI EW WATER DISTRICT (M.L.L.W.) � EIfl[Ic�l Y�alr:r Hcvt }h 1 A . . . . . . . .. . . . . .. . . . . � : �u:W � : � : � �_� Q 34. BA515 OF BEARINGS: THE CENTERLINE OF 5R-104 A5 MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, � �[��I Y�alcr Hoak �[ 1.6 1.5 : �: ��:0 �_f10 � O . • 6i EI'1[rerll Y�alcr Hoak ]d �� • :::�.$ . • U 00 RECORDS OF SNOHOMISH COUNTY,W ASHINGTON. .. .. � €�onewahlc 61e[[:1[ Eye �+� . '12G] nwh ��.0 � � ��'� � � � � ��-� _ O 35. MAX HEIGHT-30', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, Ttrtel Clydlls �. Sa � � � ��� � � � � � �� • • • • •�'� � � U SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. :::�� � ::::�� � • � ���� �-� F--�r 36. TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE. •Rlease refo-sa table R#�JL.� i�r [omplehe•aµ,[ndescrlpt,�rs ;:;�:� � � F�-�-� 37. LOT LINE &SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION. • • • •��$ • • • • • �� - O W �� Slim o� OL+�fia�a� C�azifr �InCa afral {ia �.0 � : � : � I]_f10 38. ADDRESS NUMBERS 12 HEIGHT ON APPR. CONTRASTING BACKGROUND SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR 4 F-�-I ( ) - - GJazrr� ,4rea kYei d f1- A� : � : � � ROAD FRONTING PROPERTY. .::::::::::::::::::::: .::::::::::::::::::: ::::::::• _ . .• .. _ .-:•:::::::•:•:•:•:• :•:•: :: •:•:��� � 4�� �. . . r� 39. PROVIDE FIRE ESTINGUISHERS PER NFPA STANDARD 10 1. FOR UNIT#14-173.5 CRECITS ARE NEEDED•:•:•::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.��i�. �AllAr�a-. .:•:•:.:.:.:.•.•.�� ••••••••••• •• • 40.ALLNEWEXTENDED,RE BUILT OR RELOCATED ELECTRICAL UTILITY&OR SERVICE SHALL BE PLACED UNDERGROUND. :::;::.:.; � � �.�.�. ... .. ....... ............... ................. .....:.:.:.... .,. ;:;:;:;:;:; •'• •:�5�0�: '• '•�ea�ala � ���stzf� �$���+�� OO 41. ACCEPTABLE TIGHTLINE MATERIAL SCH 40 PVC OR EQUIV, SDR 34 ASTM D3TM D3034 . 2A:.5 APPROVED BY PLANNING � � : � �� � ����� � f.�� � :::::::::: � :���� � � ��-�1 N ( ) �.�.�. .............. 42.ANYRE UESTFORMODIFICATION VARIANGEOROTHERADMINISTRATIVEDEVIATION HEREINAFTERVARIANGE MU5TBE5PECIFICALLY �•�•�••�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�-�•�•�•�••�•�•�•�•�••�•�•�•�•�••�•�•�••�•�•�••�•�••�•�•�••�•�-�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•� • .............. ..... ..... ... ... .. ... .................. CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVISIONS WHICH DO NOT COMPLY WITH CITY CODE & ■ FOR WHICH A VARIANCE HA5 NOT BEEN SPEGIFIGALLY IDENTIFIED, RE -QUESTED & CONSIDERED BY THE APPROPRIATE GIN OFFIGAL IN 5C: 1.5 y Sep 02 2021 ■ OBTAIN ELECTRICAL C � ty Of Edmond s ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE PERMIT FROM � SPECIFICATION. TOTAL: 3.5 CREDITS p p rove y I ref STATE LABOR & 43. COORDINATE WITH FIRE DEFT. FOR LOCK BOX AUTHORIZATION &INSTALL. INDUSTRIES Building Department 44. SPECIFY TIMBER SPECIES AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL SPECIFICATIONS AND NAILING SCHEDULES 08/24/2021 F 5EE SHEET S1 45. PLAN CHECK #: WOr�� 5 UNIT TOWNHOME, BUILDING D 46. BUILDING PERMIT NUMBER: XXXX-XX EXP. X.X.20 Please provide listed assembly per R302.2 to the building Townhomes can have a NFPA 13D flow through type fire sprinkler system. Townhomes can have a APPROVED inspector. This shall be done at time of pre -con inspections and NFPA 13D flow through type fire sprinkler system. PLANS MUST BE Address 22808 EDMONDS WAY framing. No walls shall be covered prior to inspection. A residential fire sprinkler system is required. A recommended flow -through design will meet ON JOB SITE ------ specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020B2. Owner KISAN Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") ----------------------------------------------------- service line, or show that domestic and fire protection needs can be met with a smaller service. Fire ALL WORK SUBJECT pp 9/07/2021 A roved Date --_-_----------------------------------• As per applicant, install fire -retardant treated plywood for at lane markings for final . A separate permit is required for each townhome. TO FIELD least 4 feet on both sides of the common walls in accordance INSPECTION FOR Building Official � 7N. 7� v9��zcc � with IRC 302.2.4 CODE COMPLIANCE BLD2021-0109 ----- � Permit Number �; � � This project is to comply with the building envelope requirements of RCW 64.55, by providing ------------------ --------------------------------- � � 7 SW - 224th St - - either an architect desl n com I In with RCW 64.55 or rovldln a recorded sale rohlbltlon - 41r'In�law• �k Ilti Ilt �,•i�l ���I• ScJi�d��:�:�:�:�:�:�_�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�_�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: p p p vtir'Irl{1Qwll• �k li lit�l�� rl�c�r• S�Ji�d�:�:�:�:�:�:�_�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: o ,� n �- � a _ _ g Y 9 9 �' � _ W a Q � - - - C .. . - c v n nt. - o e a CIS r, m �n�m,�r, • �"oirfa[•r kle � ::�`�irelard i4idtvraitiiidir S C 3 Q � 3 _ _ _ �� � C � � q 226t � � � � � �in�tosi'r, sky�l��n# arad �a+ar Scn�d��e ' ::� i4i�uM1i+6idrl � - - - : : : W 8th :�::�ll�tri�:�::Fl�' EiI::�_�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: :�::1�I�i�:�::Fl�' Eif:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: St SW .� .� 2Z8th St 5W:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::................ . - - O - - - '•::�,::• •'•::�-:::::::::::'•'•'•:::::: '•::hob::• •'•::�4-:�:�:�:�:�:••••••�:�:�: • ::: Fe F� : �� Fa Fa . . 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J ................... - - f • : • : • art$ • t:::::::::::::::::::::::::::::::::::::::::::::::::::::::::Width FIB ht ::::::::::::::::::::::::::::::: P2PLOT •.•.•..•.•.•.•.•.•.•. � 0. ... � ....•.•..•.•.•.•.•.•!�•�.•.•.•.•.•.•.•.•.•.•.•.•..-..•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•..•.•.•..•.•..•.•.•..•..-.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• mP-_•.•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•.. •:•:: �4:•_•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:::�:�::�:�:�:�:�:�:�:�:�:IGesr:ri iorx:�:�:�• •:•:•� 1�.facld~::::::::::::• �::F��t F�ex.. _•.•.•.•.•. a4r8�:�:�:��4:�: �:�:�::�:�:�:�:�:�:�:�:�: mpfi�rt$� :�:�:�:�:�:�:�:�:� � �:-:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•: L1 LANDSCAPE PLAN ••••••••••••••••••••••••••• •••••• irrsh fined-:•:•:•:•:•: tali gyred-:•:•:•:•:•: ARCHITECTURAL: :•:� on 1�faclnl•::�:�:�:�:�::��L Feet F��t �:�:�:� :�:�b:$ :::::�_{>!� :�:1]�scri iorf:�:�:�:�:�:�:�. :..1�-�adoh:�::::;.. .. �L ••��t F��t �Ir+��:�:�:�:�:� A1.1-2 ELEVATIONS - : � : ��:$ � � � U_00 : � : ��:$ � : � : � �_� - - : � : ��:$ � � • � • �_�3 A2 1ST FLOOR PLAN ::::Q;� �_(1p ::::�;� ::. • �_{� A3 2ND FLOOR PLAN • A4 3RD FLOOR PLAN ::: � :�;0 : � : � . U_00 � � : � :�;� �_[}� � ::::0:� ::: � : �_{]0 A5 ROOF PLAN � ::::�;0 : � : � : � �0 � � : � :�;� : � . �_[}� � ::::0;� :::: � �_{� A6-7 DETAI L5 � ::::�;0 : � : � : � �0 � ::::0:� : " �_{l� •.•.•.. •. •.•. •.•.•. •.•. •.:.:.:. _ - - I _ • :'u�i�J• �$� Hai ��� $f71� •J'�I- .:.:.:.:. .:.:.�.$ � . .:.:.�_� _ - 5TRUCTURAL DRAWINGS: . - - :.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: - : • : • : • : � .. . :� r�af•f�war�a�afi��� �I�aaf�l�•�} - �:�::�:$ ... �:�:�� r�rh '. � ' cad � �. _ . 4��•� h! �: .� � , �. {�.=:�:�:�:�:�:�:�:�:� : � : � �D_� -�:�:�SLrm�•�Il�f�7�8��i�f� 1�. :::::0:$ ::•.•�_{� 5 PAGES - � �aar� �a gated 0 = l�Af�l�e�a- �. � : � : � � -� .. .. :':�:�:.:.......:.:.:.:.:.:.....:.:.:.:.:.:...:.:...:.:... . •..:•.•..•.•.•..•.•.•.•.•.•.:.:.:.:.:.:.:.:.: - � a� zrr� �. �a ,�atod 0 = U,�,�Ti�9 - �������������������������������������������-����� � � ����:�:�.: : � : � � r� ........................ = .... ..... ..... .. . � � ��i� �� €ar #fi�afirr s stern s��rrr � d � y � � ::::::: .. ......................... = .... ..... .. . � � ����� fl�r��� �rl+d � � � #��af�� s s�errr .�� ril��alrt :�:�:�� i• �� � �21.5 � ��_ . � �������� �10�i A�� ��7 d IJ� for fi"r��t�fa s sum .�rzrrr :�:�:��� mugs � �� � � �:���:b �:�$ RI�4Gn Live Encr Codc Cam Ilanoe Fo-r,411 Gllmelc Zones In Waxhm tan �+}! . 1 .COMMENCING AT A f OINT ON THE SOUTH OF THE NORTH HALF OF THE NORTHEAST QUEAIZTEtz OF THE NORTHEAST QUARTER OF SECTION 36 �• r � • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . - . , vrr I��l.,�lla.an _��wrr. �SU�nvciw�� Pr ocfArfarrrahan �::��rdlaclrnfovmulerr:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� . 1n{atrir�rJ�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�::_::�:�:�:::::::::::::�addlitf MdC+iVnr6idlr:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON, DISTANT 50UTH 88°14'33" WEST 800.21 FEET FROM THE �� �� SOUTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID NORTH HALF AND RUNNING THENCE ALONG SAID SOUTH LINE 50UTH 88°14'33" WEST 55.00 FEET; THENCE NORHT 3°09'11" EAST 523.66 FEET TO THE 50UTHERLY MARGIN OF THE COUNTY ROAD; THENCE ALONG THE SAID SOUTHERLY MARGIN OF THE CURVE TO THE POINT RIGHT HAVING A RADIUS OF 380.28 FEET; WHOSE TANGENT AT THE THIS POINT BEARS NORTT 89°00'24" EAST A DISTANCE OF 140.80 FEET• THENCE 50UTH 12°40'21" WEST 510.23 FEET TO THE TRUE POINT OF BEGINNING• rh �s ect wlll use tht ulramrnts rat the Prc•s[rl I4rr Path btlow anu m[or retc tic : � : � : � : � : � : � : � : � : � : � : � ' �I �q D1 P� ihr ml�llm�rn ualuasllsh�d ti adddlon Gasad on kht sl�a ai lfla sinr[t�ra ll,a ro Hatt .. . X PT THAT P FYI TH T Y F A F iPv v L.�,, E CE ORTION THEREO L NG SOU WES ERL 0 LINE DESCRIBE AS OLLOWS• � . r,umhar ei addMlonal �� art ohackod as thatan b Iht rn,lt a IlCant. .. .. : � "U�'Id1h lie ht � � : z .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. Pa PP F:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:_;.;.;.;..;.;.;.;.;..;.;.;.;.;..;.; ;.;.;.;.;.;.;.;.;.;.;.;.;.;.;. 7 BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER • : • :: • : � : � : � : � : � : � : � : � : � : � : �: � : �' �' �' �' f�-i �:: ..�4-:•:•:•:•:•: ....................................................... - �$f U� OI_ Fie# Fe TH FAN NNIN TH N N TH 1 TT INT TTH T Y IN F TH T A TH INA FI T I :•:• ::::::::::::::::•••••:•:•:•:::::::•:•:•:•:•:•:•:•:•. ::•:•:• .. .. .. _ :•:•:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: I��i_ i_!-�aellar��:�:�:�: 01_ F��t F��t :•:•:•:•: s •:•:•: •:• EREO D RU G E CE OR 2 2750 WES 0 RSEC E WE5 ERL L E 0 E R C ERE ROVE R5 DESCR BED, .. #� �.. . �iR. . (7 '�IAfYl S1ul 111 Door ��S . �. rr1�JL' ':':':':':': r � N EXCEPT THAT PORTION DEEDED TO THE STATE OFWASHINGTONUNDERRECORDINGNUMBER2185473. � � � � � �. :�:��� �:�:��-� �gi�•.j• .�i :Q;rr�� •:j�,:jq�.•:;:::::;:;:; �./ ,.., iu.lthonxed f2cprcse�lah,ne• -- • • _ _ •-• - _ -• _ •- -• ..�If . . I�: .rM� . � S � � . : ��:� : � �_� o .. . .. .. .. . i . . . . i . ;.:.:.;.: .;.;.; .:. ;::::: ;:; .;. .;. M 1a.AGCE55 EASEMENTS: #7801230217. ::::Exempt �Ia�d.F�[1BsM!'8t11311 �1�:$�:�: i'rra�j::: ::::�� :::::�-� ' •' •�;�' •' •' ' • •' •' � ' •' •' � •' •' •' ' • �� � . .. ::: Ex... �I�a . Orl . � $ � i � � } �JI C11 � ' . . . . . .. . . . .. . . . .. . . : .. . . . . . . . . . . . �:�:��I$ �:�:��_� 0 2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. ' ' ' ' ' ' ' ' ' ' 3. VIGINIIY MAP (5EE THIS PAGE). .. - Perractralron LJVFadkor~ rYa dLiJO :1lkr�c�l I�����h Iad�hd:d�i 4. NEW CONSTRUCTION FORA 3 STORY 4 UNIT BUILDING AT 22808 EDMONDS WAY EDMONDS WASHINGTON 98020. - - ...........:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: _ W A 5. OWNER:KISANENTERPRISELLG7907212TH5T.5WEDMOND5WA.425-776-2211 u•Factflr rYa SRO '�' " ''•'•'•'•'•'•'•'•'•-•'•'•'•"•'•'•'•'•"•'•'•'•'•"•'•'•" '•'•" - '•-•'•'•'•'•'•'•'•'•'•'•'•'•'•' . �::::[-ralnPt9rte0t:•:•:•:•:•:•:•:•:•:•:•:•:•::•:••�••:•::•:•:•:•:•::•:•:•::�Yi�l•:•::!#a18�1t:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•.• � - Taxed Fenrstralydn $H rMa nla - �P p9 6. CONTRACTOR: ROBMICHEL206930-2445REGENTCONSTRUCTION,INC.REGENCI891K57305SOUNDVIEWDRIVEEDMONDS,WA.98026 ;:;' '�'�'�'�'�'::::::::::::::::::.: '�' :;;' '�;:;:;:;:;:;;: '-:;;' '�';;'�';;''�';;'�'::;:;:;:;:;:�'�'�';:;:;: ';:;; �:�:�::�:�:�:�:�:�:�:�.•.• •.•.;.•,•.•.•.•.•.•.•.•.•.•.•-• •.• •..• •.•.•..•.•.•.•.•..• C7 � 7. GONSTRUGTIONDRAWING: MIGHELDE5IGN-ROBMICHEL206-930-2445 �e�n■ � �U.6 � bra.•..•.•.•.•.•.•_••..I�-fa�'�ar:.•.•.•.•.•..•#3t•..�e# r,dl ��#� .•.•adrf��i..•.•.•.• :•:•:••:•:•:•• �B5Cf1 IOff •'•'•':�:�:�:�:�:��� Ll'-ifBdOh::::::::::::�f]L••Fe�t"�••F��t ��'n=��•�•�::::�i4F��:�:�:��#�i:�:� 8 3 8. STRUCTURAL ENGINEER: RON SKINNER SSS ENGINEERING 425-778-1023 INBOX@SSSENG.COM w[�d Fren-.elW]a°�+� �1 rd 4Jtim6 ' �'�� ' �' � �-� Ga �' 04�rhead d0ori � 16 v 7 ¢ ::1:1:�:� ::: -�} �� z � 9. INSIGHT ENGINEERING COMPANY P0. BOX 1478 EVERETT, WA. 98206 BRAIN KALAB 425-303-9363. Ma�S�all Revalue• �1�2ti� lY.d06 Ga $: OYeLtrB�d do4r1 ��$ : • 1 16 � � ¢ � :1:��:b � : � �$_[10 E : Frflnt Door ��� 1 3 a � � � : �;��:$ � : � : ��_� � ~ �� 10. GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704N.LAMPE@BTLENG.NET Thor 35v rin>n Err : VI fixed �2� � : 2 � � � :::'��� :::::'�.,� rr o � Q 11. LEAD DESIGN PROFE5510NAL/CONTACT PERSON: ROB MICHEL 206-930-2445. Powder_ Vin I Fixed I]2� 1 � � :::::�$ ::::: �:�$ Edaw [��da W�l�^ 1�1 di21 rd + T� lid4� �l o 12. ZONING: RM 1.5 AREA: 31,167.5Q.FT. En : Frflr�t Door �2� : � 1 3 4 � � � : � ��� � : � : � �_� �r��trflom: Vin I �asernertit I]2� 1 � � fi � � :� � : � :1 �_50 (, �' SrabyR�waFee A beat, 76, 2 R nla � � o 13. PROPOSED LOT COVERAGE = 3,807.25/31,167.00 5Q. FT. =12%. ' able u1.1 1 and a c Fuu1.1 arinotee n[I.rdod an age � 5tar8:1� I Fixed �2� :: 2 � v 4 � � : � dC�� � : � :1I]_[10 �iUchsn: �111 I Slider 02� 1 G 4 4 � ::: ��:$ ::::: �- �--i � 14.15T FLOOR =UNIT #14 GARAGE: 574.25 5Q. FT. LIVING: 176.00 SQ. FT. UNIT #15 GARAGE: 730.94 5Q. FT., LIVING: 75.49 5Q. FT. $tars:l� I Fixed �2S : � 1 � a � � : � ��� � : � : 62S Pan : Vin I basement � 1 � � � ¢ : � ::�:� � : � : � ��$� UNIT #16 GARAGE: 730.65 SQ. FT., LIVING: 75.18 SQ. FT. UNIT #17 GARAGE: 631.93 SQ. FT. LIVING: 81.80 UNIT #18: GARAGE: 570.45 SQ. FT ... Es[h �wollingunitrrl arasadarrdsl hulldlrro dl rampl}•,rMh suffltloM options born Table R4PG.3 sa aslo a[hlova Yht � GO fortowing minimum number of trrdlls: Drnn F�flom:l�in I Fixed �2� :: 1 � � 4 � � : � :11.3 � : � : ' �_91 Powder_ Vin I Fixed � 1 � � � ¢ ::::�:$ ::::: �:$� FF--11 LIVING: 70.36 TOTAL: 3,716.75 5Q. FT. ' 15. 2ND FLOOR =UNIT #14 LIVING: 744.75 S0. FT. UNIT #15 LIVING: 822.93 SQ. FT. UNIT #16 LIVING: 822.31 SQ. FT. UNIT #17 LIVING: 730.07 SQ. FT. .. � � � Dinin Flflom: Vn I Slider �2S � : � 1 S o 4 4 � : � �C�6 � : � : � �_�t3 B�rthroam:l�n I CaserrrsrYt I12� 1 � � 4 ¢ � : � ��:� � : � : ��_50 1. Small �r,+rlllrug 4h,11: 1_S [rudl� 6 � UNIT #18 LIVING: 657.19 5Q. FT. TOTAL: 3506.31 5Q. FT. .. KilChlen: Vi Slider �2S � : 1 � 4 ::: ���� ::::: �- Bedroom #1:1�rr I Slider 02� 1 � a 4 ¢ ::: :$ :::::�-{)� 16. 3RD FLOOR =UNIT #14 LIVING: 662.21 SQ. FT. UNIT #15 LIVING: 750.97 S0. FT. UNIT #16 LIVING: 750.81 SQ. FT. UNIT #17 LIVING: 658.57 SO. FT. � � U.�rling unus cos u-a•, 1504squarc'ael In [ondlWnedl�ao•area wthless man 301�sgliire Peal of fenestrahenarca. ' . ,8,dd�ha-a to arosln� t,raldng thak arc g•c�atar khan 54o sgdare loci or healed iaar area btd hss tear, i tiG] sq.,ara 1ooL GF��t Room: �F I Ca�ment �2� : � 1 � 4 � ¢ � : � _� � : � :1 �_50 Barthroam: l�n I C�serner�t 02� 1 2 � � 4 � : ��:$ � : � : � ��� UNIT #18 LIVING: 589.61 5Q. FT. TOTAL: 3171.06 5Q. FT. .. Pawd�r_ Vin I Fixed �2S :: 1 � � � :::�;� ::::: �:� Bedroom #2:1�rr I Cargament I12� 1 � a 4 ¢ ::: ��:� :::::$_{)� 17. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2500 PSF. ' ' 2. rirdlumbwilung urw: 3.6 [rrdltc 18. OCCUPANCY: GROUP R, CATEGORY 2, &GROUP U, CONSTRUCTION TYPE VB. : : WI rt.,rling unus mat a2 mi nduWyd n p � ar R3. Esaupllan- �vohng u,� sonnng R�z aoel.panuees shall �R . . 5tait8: � I Fixed �2$ : � 2 � 4 4 � : � �Q:� � : � :1 �_� Bedroan #2: 1fIfY I fIX9d ��� 1 $ a 1 � 1 �.� � : � �_38 19. GLAZING U VALUE VERTICAL = .28U VALUE OR BETTER, OVERHEAD UVALUE =.50, CEILING RVALUE=49, WALL RVALUE=21, FLOOR INSULATION R-38, �•5 ���• 5ta�s:1� I Fixed �2� :: 1 � 4 6 � ::: �D.O :::::�_50 Be�roam #2:1r I rasemenl I12� 1 � � � � : •: •5.0 � 1.2� SLAB RVALUE=R-10 I :: a. L,ar Gwollk, UrWt �.a crr�dllc ' MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM � � WIG: VI I Fixed �2� : � 1 � � P ¢ � : �S.Q � : � : � �� : � : �t�.0 0.00 [iwrll ng unus ervoeedrrg SOG7 s+q�,aro iocl d wrdrhorred floor area. 20. COMPLY WITH 2O15 IRC WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAQ (WAC 51-13), ECDC-CURRENT EDITION. Bedroom #1: � I SI ider �2� � : 1 � a 4 ¢ ::: �4.Q : ; ::. S-{jp � � : � ::�:p 0_{]0 21. CA FILE NUMBER: #2017-0211 d. �4ddhtlans loss Ihar, t:4P cquara ioaE: _5 crorifd � ¢ Barthroom:l�n I Caserrrerrt �2S � : � 1 � � S.0 � : � : � h� � : � : ��:$ � : I]_�(3 22. SEPA FILE NUMBER: PLAN20190003 DNS Tablo- Rdo6.2 sumrnar}� . . . . . . . . . . . . . . . . . . . .. . . . . Bedroom : � I Cas�merrt �2S 1 � a 4 � � �D.$ �: �:1�_1� �:��:� �: I]_{10 H 23. ADB NUMBER: PLN20190003 " " " " " " " ' 24. SET BACKS: STREET 15 11, SIDE 10 21 BACK 15 111. ;.:ph[n aoscnplra� • • �,rtalts: () ( ) () la EMI[ranL Bulk1 En,r�b5e 1a . .. Q.S • . • . • . • . Bedroam#2:1� Ifuced �2S �:� 1 � 4 1 �:���.� �:�:��_38 �:�:��:0 �:�:��_� � N 25. PARKING SPOTS REQUIRED: 8, PROPOSED: 8 lb FJi[ranl �wk1 �ntiwb5e `b •1�8 .. '�. s Barthroom: �<ti I �aIS9FIrBF1t ��� . � 1 � � � � ::�:� � : � : � �� � : ��:� � : � : � �_� 26. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE SPECS ON SITE FOR INSPECTOR TO VERIFY VENT LENGHT ... lc Elfl[rc�l�ulkl E�,rebsc '•c zd :::�:� ::::;�� :::�;� :::::�� 27. FIRE ALARM SYSTEM REQUIRED. CENTRAL STATION SERVICE FOR SPRINKLER/FIRE ALARM MONITORING. .. ld Ei'i[rc�loulld E�Jclaoc '�c +� � ... 28.HANDICAPRAMPSW/SLOPES OF1:200RGREATERSHALLHAVEHANDRAILSANDEDGEPROTECTIONPERICC/AN51A117.1 2009 EDITON. :.. za ,wrLoaka e�ontrWandEH,[t�rlwc•�Ils�onfa ..... Q6. . ..... ................. .. - •.•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:-:•:•:•:••:•.•. :•:•:•:•:••. .••.•.•..•.••:•:-:•:•:•:•:.'.'.'.'...•.•.•.::::::::::::::::::::::::::::::::::::::::::::::::::::::::-:::::::::::•.,�,�•�.,.•�•�,�:..�. .•..•.� :::•. .. ..... ................. .. _ .. ........................: � � � � �r�m a� 4�r17�f •Fe,rtesiarE�lr� �rr�f _ � : � : � : � : � � :�$�:� � : f�i:_�1 ............................ _ ...:: ' : ��rtr. il�rtfc�'�srratl�rr �Irae� ar��iiG1,4: • ..: i:� � : � :�_�'$ 29. SPECIAL INSPECTIONS HAVE BEEN GALLED FOR ON TH15 PROJECT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING .. � irr Loaka eContrNand Effl[e.�l'I�c•�Ila5on2o . .1�d . . . . . . . . . . . .. . . . . .. . . . . . . . _ .. ..... � � � � _ � :1tr.�f �� Nrei cad � =: ffk�,4i� _ ' � : � �� 2c Art Loaka eControland Effl[t�rl Wc•�hs�an2c •1_� • .••.•. .y. .•. . •. PERMIT. IT IS THE OWNER&/ORCONTRACTOR5RE5PON51BLITY TOA55URETHATREPORTSAREPROVIDEDTOTHECITYINATIMELY •• •• - �:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� 4reftr�•aiFen�srfa,trcUF.�i#�: � ..:�:�:�:�:�:�:�:�:�: �:�:��� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' -- �J.a H h €ifrclenc HVA� 3a 1�8 . .. - MANNER. BE ADVISED IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY ISSUE A STOP WORK 'Jb H h Elfxlcnc HVA� �b 1 A .. .. - .. _ .. .. .. .. .. .. .. _ . . ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME A5 THE REPORTING AGENCY HA5 COMPLIED &REPORTS ARE - - ..�.. �varhaad�lazin..1,.�.1..I#���:�:�:�:�:�:�:�:�:�:�:�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�� ...��:�.. _ �ii 3[ H hElfr[Icnc HVA�Sc 1.6 ��.�!!;!�..•.� :�:�:��:�:�. - - �+� REVIEWED &APPROVED BY THE CITY. • .................. ............................................................ . .............................. . . ...............................................................:.:..:.:.:..:.: :.:.:.:.:.:.:.:.:.:.:.:.:.:.: . 'Jd H h tnrclCnc HVAC 3d lA .. i�t:•:•:•:•:•:•:•:•:•: .. .. ��:�::� �:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: .. � 30. SPECIAL INSPECTION REQ'D: : • :�InP4i'f�nl• ::::::::::::::::::::: � � Width :::..FIBf�fYt :: _ ::::::::::::::::::.::::::::::: . • .� �� \ � d H h Elfrclenc HVAt.: i}slr•�wtrm, S stam lA - 31.SEPERATEPERMITREQD: iricn i��ifi":::::�:�:�: .•. f��1_ L���::�:�:�:�:�::��7L F��t..�::�98�::�:�:�:�:�'�:�i4[��:�:�:��#�i:�: 7a E�i'i[ro-�l 4�aler Hoak }a 4.6 .. .. 4.5 . : � : � ion � f��f_ 1..r-factor � :� ��L Feet F��t �i : �: � : � �4: 32. FLAME SPREAD FOR ENCLOSED VERTICAL EXITWAYS 0-25 GLA55 A ,OTHER EXITWAYS 26-75 CLA55 B, ROOMS OR AREAS 76-200 GLA55 C. • • • • � � - h 6 �r � � � � � ; : ; :�� : � : � : �-{jj� 33. SITE BENCHMARK: NORTH RIM OF MONUMENT CASE AT THE PC AS SHOWN HERON. ELE: 351.66 DATUM: OLYMPIC VI EW WATER DISTRICT (M.L.L.W.) � Elfl[rc�l Y�alr:r Htvt }h 1 A . . . . . . . .. . . . . .. . . . . � : �u:W � : � : � �_� Q 34. BA515 OF BEARINGS: THE CENTERLINE OF 5R-104 A5 MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, � �[��I Yralcr Hoak �[ 1.6 1.5 : �: ��:0 �-00 � O . • 6i EI'I[rer,l Yralcr Hoak ]d �� • :::�.$ . • U 00 RECORDS OF SNOHOMISH COUNTY,W ASHINGTON. .. .. � €�onewahlc 61eQ:,[ Eye �+� . '12W nwh ��.0 � � ��'� � � � � ��-� _ O 35. MAX HEIGHT-30', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, Ttrtel Clydlls �. Sa � � � ��� � � � � � �� • •' •'�'� � � U SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. :::�� � ::::�� � ' � ���� �-� F--�r 36. TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE. •Rlease refo-sa table l�vJL.� i�r [omplche•aFt,[ndescNpt,�rs ;:;�:� � � F�-�-� 37. LOT LINE &SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION. • • • •��$ • • • • • �� - O W �� Slrm o� Ov�fia�a� C�azifr �Irca afral {i� �.0 � : � : � I]_[]0 38. ADDRESS NUMBERS 12 HEIGHT ON APPR. CONTRASTING BACKGROUND SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR 4 F-'-I ( ) - - GJazrr� ,4rea kYei d i1- A� : � : � � ROAD FRONTING PROPERTY. .::::::::::::::::::::: .::::::::::::::::::: ::::::::• _ . .• .. _ .-:•:::::::•:•:•:•:• :•:•: :: .. . . . . •:•:�al� � q�la �. . . r� .•.•.•.•.•.-. :� � W 39. PROVIDE FIRE ESTINGUISHERS PER NFPA STANDARD 10 1. FOR UNIT#14-173.5 CRECITS ARE NEEDED':•:•::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.��i�. �AIIAr�a-. .:•:':.:.:.:.'.•.�� ••••••••••• •• • 40.ALLNEWEXTENDED,RE BUILT ORRELOGATEDELEGTRICALUTILITY&OR SERVICE SHALL BE PLACED UNDERGROUND. :::;:::::;•�•�•�:�:�: ... .. ....... ............... ................. .....:.:.:.... .,. ;:;:;:;:;:; ' ' ' ' ''' •:�' ' ' ' ' ' ' ' ' ' ' ' '' '•j�+� � s�rrtstzi� �$���+�� OO 41. ACCEPTABLE TIGHTLINE MATERIAL SCH 40 PVC OR EQUIV, SDR 34 ASTM D3TM D3034 . 3B: 1 • � : � :�# .�'�' :����� � ���? ��!� � : � : � : � : � : � ����� � � ��-�1 (� .. 42. ANY RE UEST FOR MODIFICATION VARIANCE OR OTHER ADMINISTRATIVE DEVIATION HEREINAFTER VARIANCE MUST BE SPECIFICALLY " ' - " ' " ' " ' " ' " ' " ' " ' - ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Q ( ) 5A:.5 •�•�•�••�•�•�•�•�•�•�•�•�• Cam! .................... ..... ..... ... ... .. ... .................. CALLED OUT&IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVISIONS WHICH DO NOT COMPLY WITH CITY CODE& 5C:1.5"�����������������������������������������������' FOR WHICH A VARIANCE HA5 NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED & CONSIDERED BY THE APPROPRIATE CITY OFFIGAL IN j � r ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE � The following documentation shall be available on SPECIFICATION. TOTAL: 3.5 CREDITS � site for the building inspector: � � ALL WORK SUBJECT 1 43. COORDINATE WITH FIRE DEFT. FOR LOCK BOX AUTHORIZATION &INSTALL. � TO FIELD 44. SPECIFY TIMBER SPECIES AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL SPECIFICATIONS AND NAILING SCHEDULES � 1 5EE SHEET S1 � INSPECTION FOR 45. PLAN CHECK #: � ❑ COE APPROVED ARCHITECTURAL PLAN SET � CODE COMPLIANCE 46. BUILDING PERMIT NUMBER: XXXX-XX EXP. X.X.20 � � REVISED PLAN APPROVED : ❑ COE APPROVED STRUCTURAL PLAN SET ; CITY OF EDMONDS BUILDING DIVISION ! ❑ COE REVIEWED CALCULATION PACKET � ❑ENERGY CREDIT WORKSHEET � APPROVED BLD2021-0109 REV2 BUILDING OFFICIAL ; ❑SITE PLAN PLANS MUST BE ' ON JOB SITE Auq 26 2022 ! ❑CIVIL PLAN � U APPROVED DATE : � ORGINAL SET OF PLANS FOR MISSING PLANS SHEETS � . ❑ � 00 � � ■ ' �, 3 � � 1 ,..� N _ _ � 7 SW 224th St - - CITY OF EDMONDS BUILDING DEPARTMENT 2021 - � Q'd/Id�dOf:dll�:•:•:•:•:•:•_•:•:•:•::•:•:•:•:•::•:•:•:•:•::•:•:•::•:•:•::•:•::•:•:•::•:•_•:•:•:•:•:•:•:•:•:•:•:•:•:•:•: � 1 j �/Id�d�#:dl✓�:•:•:•:•:•:•_•:•:•:•::•:•:•:•:•::•:•:•:•:•::•:•:•::•:•:•::•:•::•:•:•::•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•: rTW, f4 � r, m _ �'ov,fa[r�n�ar�Yiriidli:�:•::•:•::•:�:�::�:�_�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:'•�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�_�:�:�:����:�:�:�:�::�rdlatdl4i�vr�itiiidlr:�:�::�:�::�:�:�::�:�_�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: •.• C 3 Q � 3 •. . � n C �� v v � y C G rD `C � m N g � 226t �rld b+�#:dirl�: n � �� . !� ' � :�ird�stt 14i�+iMii+�6idtr :: � - - - - - - W 8th :�::`�1�1�:�::FIr�' Erg:�_�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: :�::i�1�1�:�::�'I�'[7'�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: St SW .� .� 2Z8th St 5W:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::................ . - - O - - - '•::�,::• •'•::�-:::::::::::'•'•'•:::::: '•::hob::• •'•::�4-:�:�:�:�:�:'•'•'•�:�:�: • ::: Fe F� : �� Fa Fa . . 22810 � fix' 19Jf�1 •�1 T: �� : �.� I�lL• � : Edmonds Wa :::::..•.•.:. .•.•.•.•.:.•.•. 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E : Frflrtit Door � 1 � ¢ � � � : � ��:� ::::: �_� Stars: � I Fixed ��8 y � ¢ � ¢ � : � ��:� � : � : � �.� r5 l r� r ' �y r 7 � 7 ¢ •,�y �1• ry� ry,,� `�,�I � rG �5 y 7 � ¢ • y� stars: � I Fixed ��8 7 � � � ¢ � : ��� � : � : � h�_�3 Aug 17 2022 � r �I _ V Ir-I 141�s$rYti�ftit V�J L L • : •�:U • : • : • .I•}� r �3RiJ�r_ lrlr-I I FI}i$d 7J�� - . . • I L L _ • : •�:� • : • : • �•}� CITY OF EDMONDS P$f_ �lil I Flx$d � : • 1 2 � � ¢ • : •�:� • : • : • h' �iF�altr�Qm: �n I OasernerYt ��� : • � � ¢ � • : • :� • : • :1 �_� KII>rFFBrS: �I 5lyder ��� � G ¢ � �' • : • ��:� • : • : • �.� DEVELOPMENT SERVICE DEPARTMENT Barth�aom: �f n I ��serrr�rYt ��� � � � ¢ � : � :'I�:� � : � : � �_5� �ilehlen: vin I Slider ��� 1 � ¢ � � ::: ��:0 ::::: �_ �F$�t F��am: � I �as�emerrt ��8 7 � ¢ � ¢ � : � :� � : � :1 �_12 gs,dr��„ #1: ~>�rr I slider � ... s � � : � � � : � : � �.� � : � : ��� : ; : ; : �_� P�wd$r_ 11ir, I Fixed ��� y � � � ... � : � : ��� � : � : � h�.� 1.20.21 Barth�aom: �f n I O�sernl�rYt ��� � � � ¢ � : ��:� � : � : � h� Pan,�d�r: fin I Fixed � 1 � � � ¢ :::�:$ ::::: h:� Stairs: � I Fixed ��8 � � ¢ � � � : � ��i:� � : � : � �_� Be�r�om #2: � I Cmerrt � � ¢ � ¢ � :: � ��0 � : � : � �_{]0 Barthroom: lfin I O�sarrr$�t ��� � : • � 1 � � 2 ¢ � : � : ��0 ::::: h:� Barthroom: �� I ��samer�t ��$ y � � � � :::::�� ::::: n�_� REVISIONS: Bedroom #�: � I fried ��� � ¢ 1 � � : �'��� � • � 3.38 Be�r�am #1: err I slider � 1 � ¢ � ¢ ::: $ :::::�_� gedroam #1: �fn I slider ��8 y � ¢ � ¢ � : � � � : � : ��_ 4.6.21 Be�ro�m #2: � I casement � 2 � � � :: ��:0 � : � . 1.2� B�rthroom: lfin 111�sarrr��t ��� : • q � � 2 ¢ � : ��:0 ::::: h: Bedroom #2: � I �as�emerrt ��8 7 � ¢ � � :: � ��:� � : � :1h�-� 7,3�.22 ��:0 • • �_�0 B�droam #2:1� I �al�merrt ��� � : � � ¢ � ¢ ::: ��:� ::::: �_� B�droam #�: 1�n I fried ��� 1 � ¢ 1 � � : � :��:� � : � : � �_�$ - :: � : ��0 �_oo Ba�r��m #2: 1fi I faced ��� � : � 1 � a q � . . . ::: �g;�. � � � � � �_ Barthroom: �� I B�semer�t � y � � � � :::::�� ::::: h:_ 8.16.22 ��:0 �_�0 Bedroom #�: 1fi I cas�menl ��� .. .:: 1 � � � � � .. ::::�:� ::::: h:� : � : ��:� � : � : � �_� COVER SHEET: •.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•_•.•.•.•..•. .. .. .. _.•.•.•.•. ............................ _...•..•.Sl�rtr.�':•�I�B��1�#r�7t,J�:•:•:•:•:• .• .•.• •:i:� •.•�S_�8 '_'.•4er.�••,.,r�i, ��:;:;:::;:;:;:;:::;: �:�:�� ............................ _...•..•.Sl�r�r.��e,r��rra�o��lan€f:•:•:•:•:• •:���:� �:�8 i'1 VICINITYMAf ........................................................_.....•. •.•..•.•.• .•.•.•..••.•..v..•. ..........._.................. ... •_•.•kc,�•� t�`E.�~:{�lr�:�:�:�:�:�:�:�:�:�: ....... �:�:�� , .hoer:• ... ........................................................_............................. ..........._.................. •'•'••'•••'•'•'•'•'•'•'•••'•'•'•'•'•'•'•••'•'•'•'•'•'•'•-•'• •_•.•k+�tc,�•�:I�I��a t�`�~:�Ar�:�:�:�:�:�:�:�:�:�: ..... . �:�:�� F R AREA MMARY : : ............................ _................................. _ .............. .. _ .. .. .. .. .. .. .. _ .. ����• •� i ht�•�:�:�:�:�:�:�:�:�:�:�:�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: _ ............................ _................................. _ ............. . PROJECT INFORMATION P2 PLOT _..•.•.•.•.•.•.•.•.•.•.-.•.•.•.••.• - � ................................................ .............................. .................... � : � : � on$ � t :::::::::::::::::::::::::::::::::::::::::::::::::::::::::Width FIB ht ::::::::::::::::::::::::::::::: •.•.•..•.•.•.•.•.•.•. � 0. ... � .. ... - ..................!�.�..........................-....................:.:.:.:.:..:.:.:..:.:.:..:.:..:.:.:..:.:-:•:•:•:•:•:•:•:•:•:•:•:•:•:•:• L1 LANDSCAPE PLAN �rte mP-_•.•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•.. •:•:: �4:•_•:•:•:•:•:•:•:•:•:•:•:•:•:•:•: -- .. ::�:�::�:�:�:�:�:�:�:�:�:IGesr:ri ioi�:�:�:�• •:•:•I� t.F•facllal�::::::::::::• �::F��t F�ex.. _.......... a4r8�:�:�:��4:�: •.•.•..•.•.•.•.•..•.•.•.•.•..•.•'� .����� �:�:�::�:�:�:�:�:�:�:�:�: mp�rt$� :�:�:�:�:�:�:�:�:� � �:-:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•: •�•�••�•�•�•�•�••�•�•�•�•�• �•�•�• - _ .... ... ...... . . ... ARCHITECTURAL: _ Ii1Clti-:•:•:•:•:•: �. 'on •..U-faclnl•::�:�:�:�:�::��]� Feet �h••F��t _ .. ... �:�:�:� �. �:�b:$ �:�:��_{>� :�:1]�scri io�:�:�:�:�:�:�:�. :..1�-�acilalr::�:�::;•... �L ..�� tar_I� �,x�-:•:•:•:•:•: F��t - .... �Ii+��:�:�:�U�:�:� A1.1-2 ELEVATIONS - : � : ��:$ � � � U_00 : � : ��:$ � : � : � �_� - - : � : ��:$ � � � � � �_�3 A2 1ST FLOOR PLAN ::::Q;� �_t1p � � � ::::�;� ::.. �_{� A3 2ND FLOOR PLAN A4 3RD FLOOR PLAN ::: � :�;0 : � : � . U_00 � � : � :�;� �_[}� � ::::0:� ::: � : �_{]0 A5 ROOF PLAN � ::::�;0 : � : � : � �0 � � : � :�;� : � . �_[}� � ::::0;� :::: � �_{� A6-7 DETAI L5 � ::::�;0 : � : � : � �0 � ::::0:� : " �_{l� - : � : ��n • . e•�d �� � ' �Iraa� anal �.Jl�+l . �� - ::::::::: :::::�:$ :::::,p_� - 5TRUCTURAL DRAWINGS: - - •..•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•_•.•.•.•..•.• :� r�af•f�war�aeaai�� �I�aa��•�} - . � +� �:�::�:� �:�:�� r� •.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• '. � ' cad � �. _ . 4��•� h! r�rh �: .� � U. {�. =:�:�:�:�:�:�:�:�:� : � : � �D_� -�:�:�SLrm�•�Il�f�7�8��ai�f�7 �I. :::::0:$ ::•.•�_{� 5 PAGES - � �aar� �a .gated 0 = l�Af�l.�a- �. � : � : � � -� .. .. :':�:�:.:.•.•.•.:.:.:.:.:.:.•.•.:.:.:.:.:.:.•.:.:.•.:.:._. . •..:•.•..•.•.•..•.•.•.•.•.•.:.:.:.:.:.:.:.:.: - � a� zrr� �. �a .�atod 0 = U,�,�Ti�9 •�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•-•�•�• � � - •���:�:�.: : � : � � r� ........................ = .... ..... ..... .. . � � ��i� �A €ar #eafirr s stern s��rrr d � � � � ::::::: .. ......................... = .... ..... .. . •.•� � � ����� fl�r��� �rl+d � � � #i�af�� S S�BlF? .�� ril��alrt :�:�:�� i• �� � �21.5 � ��_ . � �������� �10�i A�� ��7 d IJ� for �r��t�fa 5 S�TF7 �rPrlr :�:�:��� mugs � �� � � �:���:b �:�$ �'44r 1'44r 1 • � � �WiY�.cri Live Encr Codc Cam lianoe Fo-r,G,ll Glimelc 7_anes in Waxhin ton : a P 9}' P 9 1 .COMMENCING AT A f OINT ON THE SOUTH OF THE NOP�TH HALF OF THE NORTHEAST QUEAIZTEIZ OF THE NORTHEAST QUAKTEIZ OF SECTION 36 � r vcr i ��,ma.a _� wr[. �SU�rvciw � •a�ttl.far.•rall�n .�:�:�:�:�:�:�:� Car,�a[r��darrn�+ah�:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: 4rf�rrrallan Cant'a[r��darr�i�+a1r:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: . _ _ .. . TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON, DISTANT 50UTH 88°14'33" WEST 800.21 FEET FROM THE �� �� SOUTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID NORTH HALF AND RUNNING THENCE ALONG SAID SOUTH LINE 50UTH 88°14'33" WEST 55.00 FEET; THENCE NORHT 3°09'11" EAST 523.66 FEET TO THE 50UTHERLY MARGIN OF THE COUNTY ROAD; THENCE ALONG THE SAID SOUTHERLY MARGIN OF THE CURVE TO THE POINT RIGHT HAVING A RADIUS OF 380.28 FEET; WHOSE TANGENT AT THE THIS �� � �� P INT BEARS N RHT 8 °00'24 EAST A DISTAN E F 140.80 FEET• THEN E 5 TH 12°4021 WEST 510.23 FEET T THE TR PINT F BE INNIN rhos ect wlll use tht ulramrnts atthc Pres[rl I4cRSV5 btlowanum[or rate tha 0 0 9 G O G OU 0 UE 0 0 G G ihr ml�llm�rn ti'aluasllstrd � add�ilon Gasad on kht sl�a W tfla sinr[t�ra tlha ro rlahr EXCEPT THAT PORTION THEREOF LYING SOUTHWESTERLY OF A LINE DESCRIBE AS FOLLOWS: . �PD D numhar M addYllonal onr!•a art �ha•[kod ■� tho-san b Iht Holt a IICanL .� .� . z Pa PP Y 7 BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER f�-i ��f_ III-�a��:::::::::::::: :��F��t F��t � •: =: �f_ III-�a�lhr::;:;:;:;:;::; i_ F��t F��t � •: THEREOF AND RUNNING THENCE NORTH21°27'S0"WEST TOINTRSECTTHEWESTERLYLINEFOTHETRACTHEREINABOVEFIRSTDESCRIBED; ��:�:��:���:�:�:�:�:���:�:�����:�:���:�:�:�:�:�:�:�:� •• •• •• - � �• �:�:�:�:���:�:�:�:�:���:�:�����:�:���:�:�:�:�:�:�:�:�:�:- � •• •• � - � �• �:�:�:� (,7 EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON UNDER RECORDING NUMBER 2185473. i�uhonxed f2cprc•se�lall,�e• _ •- - talc- • _ :���: ti. ����� ��� �= �•: � : � : � : � : � : � : • : � : ��:� � : � : � �_{� �:+. ����� ��� �= �•: � : � : � : � : � : � : � : � : ��:� � : � : � �_{� I --I o 1a.AGCE55 EASEMENTS: #7801230217. �� 2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. N 3. VIGINIIY MAP 5EE THIS PAGE . R.tiialue• ihFxlcLoM W � . •'•'•'•'•'•'•'•'•'•'•'-'•'•'•' o 4. NEW CONSTRUCTION FORA 3-STORY 4 UNIT BUILDING AT 22808 EDMONDS WAY EDMONDS WASHINGTON 98020. Penectralton L�•Fadkor~ n'a dLiJO co �T� A :Vilt[�1�� ��r4d��ioh fhdQ��ffid:�d �� ��r4d��ioh fhd�fid:d�i h'�•�1 5. OWNER:KISANENTERPRISELLG7907212TH5T.5WEDMOND5WA.425-776-2211 u•Factflr rYa �50 .. ...•.•.•.•.•:•:•:•:•••.•.•.•.•.•.-..•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•..•.•.•..•.•..•.•.•...•.-..•.•.•.•.•.•.•.•.•.•.•.•.•.•. .•.•.•.:.:.:.:.:. � - - 3 - �laxedFenrsUalro-n$H rMa nla .t:: :: I .t::. ::::1�d� '::I"i$ �t•:-:•:•:•:•:•:•:•:•:•:•:•:•:•:•:• 6. CONTRACTOR: ROB MICHEL 206 930-2445 REGENT CONSTRUCTION, INC. REGENC1891K5 7305 SOUNDVIEW DRIVE EDMONDS, WA. 98026 � : RLpQ�k$0 . .. .. .. . � : � ..�� � : � ::��9� : � : � : � : � : � : � : � : � : � : � : �: � : � : � : � : � : I�p4rte0 . .. .. .. .. � .. (� � - - - - � 8 7. CONSTRUCTION DRAWING: MICHEL DE51GN ROB MICHEL 206 930-2445 �e�n � �U.6 G+�scxi ion f��f_� i�fad�t::�:�:�:�:�::� �::��# �+=h F��t I�:�:�:�:�'�:�{��i:�:�:��4:�: G+�scxi ion �::��cl�::�:�:�:�:�::� �::�� ��.I. F��t ��m:�:�:�:�'�:��rr��:�:�:�.•.• Z 3 8. STRUCTURAL ENGINEER: RON SKINNER SSS ENGINEERING 425-778-1023 INBOX@SSSENG.COM w[�d Fran•-ewa]a•�+� �� rrl 4.d66 ^� � 9. INSIGHT ENGINEERING COMPANY P0. BOX 1478 EVERETT, WA. 98206 BRAIN KALAB 425-303-9363. Ma�S�all i2•va�ue• �1�2ti� �a06 � ' � '�°� ' � ' � ' �-� �`'� $� �''`'��� �'�� ° � ° ' � ���°� ' � ' �-� V/ ~ �'�' 10. GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704N.LAMPE@BTLENG.NET �hrx �4v r� n>n �i� �: �V�rj'rB�d d0�f1 �_�� 1 1 � ¢ � ¢ � : �:��:� � : � :_� Err : Fr�F$ I}aor �_�� 1 � ¢ � � � : � ��:� � : � : � �_{ (� Q 11. LEAD DESIGN PROFE5510NAL/CONTACT PERSON: ROB MICHEL 206 930 2445. �alaw [��aw�•� 1�1 di21 rR + � lid+l� Err : �I f1K�� �_�� ' • • � � � � ¢ :::'��:� ::::: �_{� Pow�d�r_ �Ifl I Flx�d �_�� � � � � ¢ ::::�:� ::::: h:_� ^ � rox° 12. ZONING: RM 1.5 AREA: 31,167.5Q.FT. .c�ab.,�{,y� � �, ��, � � rr'a V ,.., p 13. PROPOSED LOT COVERAGE = 3,807.25/31,167.00 5Q. FT. =12%. � able u1.1 1 and a c F2#u1.1 arinotea n[Lrdod an age � EF1 : Fr�F$ I}aor �_�� 1 � ¢ � a � : � ��:� � : � : � �_� �F��trflam: �Ifl I ��S9m9fYt �_�� 1 $ ¢ � � : � :� � : � :1 �� • � � �" 14.15T FLOOR =UNIT #14 GARAGE: 384.38 5Q. FT. LIVING: 365.00 5Q. FT. UNIT #15 GARAGE: 328.07 5Q. FT., LIVING: 478.36 5Q. FT. SCafB_ � I Flxerd �_30 � � 5 ¢ � ¢ :: ��:� ::::1 �_{� Kllchl�Fti: wlil I SIIdaF �_30 7 � � � � - :: ��:� ::: �_?I� UNIT #16 GARAGE: 315.70 SQ. FT., LIVING: 490.13 50. FT. UNIT #17 GARAGE: 347.64 S0. FT. LIVING: 366.09 UNIT #18: GARAGE: 386.51 SQ. FT. i . . Es[h Qwollingunitu7 ar�s.darrhsl hulldlrro dl rampl}•irMh sudfltloM options born Table R4�G.� s� asloar:hlrvra Ihr � GO foaowing minimum numhorof trtdlls: 5t�r8: � I Fixed �_�� 1 � � � ¢ � : � �5:0 � : � : � �_� Pant : �flil I O�s$ment �_�� 1 � � 2 ¢ ::::�:� ::::: �:_� FF--11 LIVING: 254.30 5Q. FT. TOTAL: 3,716.75 5Q. FT. �.. 15. 2ND FLOOR =UNIT #14 LIVING: 744.75 S0. FT. UNIT #15 LIVING: 822.93 SQ. FT. UNIT #16 LIVING: 822.31 SQ. FT. UNIT #17 LIVING: 730.07 SQ. FT. .. Groin R�m:1�in I FI}SBd �_30 � ' h � � � � ::::1j:� ::::: �_38 Powder_ 3f1i1 I FI}€�d �_30 7 � � � ¢ ::::�:t� ::::: h:_5� UNIT #18 LIVING: 657.19 5Q. FT. TOTAL: 3506.31 5Q. FT. 1. small ar.+rlllrrg ur�lt: 1_s [rvdr� 16. 3RD FLOOR =UNIT #14 LIVING: 662.21 SQ. FT. UNIT #15 LIVING: 750.97 S0. FT. UNIT #16 LIVING: 750.81 SQ. FT. UNIT #17 LIVING: 658.57 S0. FT. � � L7.�rling unlls cas u,an 1504squarc'ael m [ondlWnedl�ao•area wthless Ihan 301?square Peal of hrlestrahenarca. Glnrl Ream: �Ifl I SlldaF �_�� h � ¢ � ¢ : � ��:� � : � �_� Barthroom: �Fti I ��S�FI}BF1t �_�� � � � � ¢ : � :��:� � : �'$_� . ,8,ad�hera to ansing huldng Ihak arc g•c�awr khan Sea sgdare feel or nealyd iaar area b'll hss than i tiG] sgdara 1ooL I�I�CfY$F5: �I Slider �_30 � : 1 � � � � � : � ��:$ :: � : � �_1�0 B9+dfU0iY5 #1: err I $lid�r �_3 � : 7 � ¢ � ¢ � : � :0 � : � : � �� UNIT #18 LIVING: 589.61 5Q. FT. TOTAL: 3171.06 5Q. FT. �.. 17. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2500 PSF. ' ' 2. IVi.•alum bw.lung urw: a.s [rrditc �F��t Fr.4U1Y1: � I �al�ITlerrt �.�Q : � � � ¢ � ¢ � : � �:� � : � :1 �� BarthF�GQm: �Fi I ��S9nIFBf1t �_3Q : ' � � � � ¢ : � : ��:� � : � : �'I�.� 18. OCCUPANCY: GROUP R, CATEGORY 2, &GROUP U, CONSTRUCTION TYPE VB. : : WI rtirllrrg unus mat a•e mi ndudad n p7 ar R3. Esaupllan: �voung Ind sonnng R•z a[crpanueti shall n�re Pow�$r_ 1 I Flx�d �_�� 1 � � � ¢ ::::�:�j ::::: h:_� g9djFU01Y1 : �{I I �ITlerrt �_�� � $ ¢ � ¢ ::: ��:� ::::'I �_� 19. GLAZING U VALUE VERTICAL = .28U VALUE OR BETTER, OVERHEAD UVALUE =.50, CEILING RVALUE=49, WALL RVALUE=21, FLOOR INSULATION R-38, �•5 ���• SLAB RVALUE=R-10 .. a. L,arQr GwoIIInQ UrWt �.a crr•dllc �t�f8: � I FIxB�d �.3Q • : � � � ¢ � � � : � ��:� � : � :1 �.{IQ �9�r40iY1 #�: � I flx9� �_3Q � $ ¢ � � � : � :��:� � : � : � �.{ MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM I [iwrling umiserove�edng S0o4s�aroiocldwrdrhorred flooraroa. Stars: � I Flx9rd �_�� � Jr ¢ � : ; : ��;� : ; ::: �_� gB+drU01Y1 : � I C8S$m$nl �_�� � � � � :: ; :�;�J : ; :::'I:_� n 20. COMPLY WITH 2O15 IRC WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAQ (WAC 51-13), ECDC-CURRENT EDITION. F--I 21. CA FILE NUMBER: #2017-0211 d. �.edrnans loss Ihan t:4P equate ioaE: _5 crodltt• �I�: �I I Fixed �.�Q h � � � ¢ � : ��:� � : �'I•.�Q � : ��:� � : � �.� 22. SEPA FILE NUMBER: PLAN20190003 DNS Tablo- Rd06.2 s„mrnar}' . . . . . . . . . . . . . . . . . . . .. . . . . Bedr�0iY5 #1: Sri I Slider �_30 1 � ¢ � ¢ ::: :0 � : � : � �� : � : ��:0 � : � : � �_� Q 23. ADB NUMBER: PLN20190003 ;.:pe[r, aoscnplro� . . . . . . . . . . . . . . . .. �+ FF Barthro�m: �Fi I O�SeFrr$rYt �_30 1 � � � ¢ � : ��:0 � : � h�_5x3 � : ��:0 � : � �_� � O 24. SET BACKS: STREET 15' (1), SIDE 10' (2) BACK 15' (1). la F1h[rant �ulkf En,rwlarye 1a d�€ . C.5 N 25. PARKING SPOTS REQUIRED: 8, PROPOSED: 8 lb FJi[ranl �wk1 �ntiwb5e `b •1�8 .. �9#jr�01Y1 : �� I �at�ITlerrt �_�� 1 � ¢ � � � : � ��:� :: � :1 �_'1� : � : ��:� � : � : � �_� � O 26. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE SPECS ON SITE FOR INSPECTOR TO VERIFY VENT LENGHT ... lc FJfi[rc�t �wk1 E�,rebsc '•c 2d .. �$�r��i5'1 : � I f�xad �_30 � � � � � � : � :��:� � : � : � �_ - : � : ��:0 � : � : � �_� (� 27. FIRE ALARM SYSTEM REQUIRED. CENTRAL STATION SERVICE FOR SPRINKLER/FIRE ALARM MONITORING. .. id Ei'i[rc�t�wld E�Jclaoc '�c � �+� .. �..j 28. HANDICAP RAMPS W/ SLOPES OF 1:20 OR GREATER SHALL HAVE HANDRAILS AND EDGE PROTECTION PER ICC/AN51 A117.1 (2009 EDITON). :: za ,wr Loaka e�ontrWand Effi[c••rl 1fic•�haaon fa �� . . Barthf�om: �Fti I ��59R}BfYt �_� � � � � ¢ :::�:� :: h:_� :::�;� �' �_{� � • 29. SPECIAL INSPECTIONS HAVE BEEN GALLED FOR ON TH15 PROJECT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING .. � i,�r Loaka eContrNand Etfi[e.�l'I�c•�Ila5on2o . .1�d . :::�:� : ::�� :::�:� : .�� PERMIT. IT IS THE OWNER &/OR CONTRACTORS RE5PON51BLITY TO A55URE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY 2c ,wr Loaka r�ontrWand Effi[c••rl Wc•�Ilsaon2c. .1_� ;. -- 'Ja N h€irrcienc HVA�3a 1�8. •.•. .-. :•:•:•:•:•. .-.•:•:•:•:•_ ..:-. .•:•:••:•:•:•. - ._. MANNER. BE ADVISED IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY ISSUE A STOP WORK - • . • • . 'Jb F-I hElrxicnc HVA��b lA .. ..•:•:•::•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•'�. �7�i�ER:Y�•���B�J����#1�X�4M:�:�:�:�:� �:��:� •:�_�I�•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•::•:�7�i�E14:Y�•���B�J����1�X�#:�:�:�:�:� �:�il:� •:•_ ORDER&NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME AS THE REPORTING AGENCY HAS COMPLIED&REPORTSARE,•,•,••,•,•,•,•,•,•,•,•,•,•,•.•.•.•.•.•.•.•.•.•.•.•.•.•._.• .•.•.• .•.•.•. .••.•. .• . .•. .••. .•. •.•._.•.•.•.•.•.•.•.•.• .•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•._.•.•.•.,•.•. .•.•.• .•.•.•. .••.•. .• . .•. .••. .•. •.•._.•.•.•.•.•.•.•.•.• .•.•. . REVIEWED &APPROVED BY THE CITY. �Jc H h Elrrclenc HVAi; sc 1.6 :: :: = = O 'Jd H h tnrclCnc HVAC Sd lA .. .. . P IA IN P TI N � 30 5 EC L 5 EG 0 REQ D• �� n � d H h Elfrclenc HVAt.: i}slr.�w6am S stam lA .. _ .. .. .. .. .. .. .. _ _ .. .. .. .. .. .. .. _ 1-� 31. SEPERATE PERMIT REQ D: 7a E�ii[ro-�l 4�aler Hoak }a 4.6 4.5 . .... ��� � 1 .•...•.•.•.•.•.•_•.•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•..•.•.•..•.•..•.•.•...•._.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• .•.•. .•. . . . 32. FLAME SPREAD FOR ENCLOSED VERTICAL EXITWAYS 0-25 GLA55 A ,OTHER EXITWAYS 26-75 CLA55 B, ROOMS OR AREAS 76-200 GLA55 C. ... ................. .................. �.� � � ...� ..................... _............................................................ _ .............................. ...........!�....� . ................. _................................................ L � F_tfi[rc�lY�alcrHtvt }h lA .. .. .•.•.•.•.•..•.•.•.•.•..•.•.•... ._. 33.SITEBENCHMARK:NORTHRIMOFMONUMENTCASEATTHEPCASSHOWNHERON.ELE:351.66DATUM:OLYMPICVIEWWATERDISTRICT M.L.L.W. •'•'•"•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•-•'•'•'•' 8c €ii[ra�l Y�alcr Hoak �[ 1.6 • • l.5 : • . . 4. BA I F B AKIN . TH NT R INE F R 1 4 A M N M NT P R PLAT F RVEY R R E N R A IT R FI E N MB R 2 77 87 O 3 5 5 0 E G5 E CE E L 0 5 0 5 0 U E ED E 0 5U EGO D D U DE UD 0 5 L U E 3 0 . • .. .. . ' .6i EI'I[renlY�alcrHcvk Sd ��. .. •'••: ::::::::::::::::.:' .:.:.:.:.:..: :.. ..�.. ..�teG-:•:•:•:•:.:. .'::�:. ::heG-:•:•:•:•:•:••• • : . •.•.•. . . .. Gaserl lorx. f��f_ 1..M-Facl�l~. .. �]E ..��#.. ..��.. _ a4r��:�:�:�4:�: �••••••••• Gaseri ion :�:�:�:�:�:�:�:� f��f_ 1..11-Facl�::�:�:�:�:�::��]E�::��#.. ..F��#.. _ �:�:�:� RECORDS OF SNOHOMISH COUNTY,W ASHINGTON. � � . � F2onewahlc 61eQ�[ Eye �+� .. ''121f0 kwh 4.0 r , � O 35. MAX HEIGHT-30', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, : � : ��:� :: � : � �_{]� : � : ��:�j :: � : � �_{� v Ttrtel Clydlls �.�� h Jr?•� h h SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. • Rlease refo-sa table R#�JL.� i�r [omP�he• apn[n descnptwrs • : •47:� : • 7J_�U • : •47:� : • 7J_� 36. TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE. O rT� 37. LOT LINE &SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION. � � � ���� �-� � � � ���� �-� l-I--1 38. ADDRESS NUMBERS (12" HEIGHT ON APPR. CONTRASTING BACKGROUND) SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR �' � :�;� : � : �-� �' � :�;� : � : • �-� � Q ROAD FRONTING PROPERTY. : � ::O;O : ' � ' �_QO : � ::0;0 : ' � • �_00 FOR UNIT #14-18 3.5 CRECITS ARE NEEDED w 39. PROVIDE FIRE ESTINGUISHERS PER NFPA STANDARD 10-1. : ; : ; : ; : _ . .:. . . :•.•. .$ . :.;. . .•.• • 40. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY & OR SERVICE SHALL BE PLACED UNDERGROUND. 2A:.5 41. ACCEPTABLE TIGHTLINE MATERIAL SCH 40 PVC OR EQUIV SDR 34 ASTM D3TM D3034 . 3B: 1 • N ( ) •: .�:�:e� �# � .aft �4 .�:�:�:�::. . .�:�:�. r �afr ... � � 42. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION HEREINAFTER VARIANCE M UST BE SPECIFICALLY ' ' ' � ' � � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : = ' � ' � ' ' ' " ' ( ) 5A:.5 _ Cam! _. CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVISIONS WHICH DO NOT COMPLY WITH CITY CODE & 5C:1.5 :'::�::�:::::::::� FOR WHICH A VARIANCE HA5 NOT BEEN SPECIFICALLY IDENTIFIED RE- UESTED & CONSIDERED BY THE APPROPRIATE CITY OFFIGAL IN Q 1 ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE :::: �# �j : ���,�� � �j • : �� � :::::::::: ::��;� :: _'1$ ::: �# �j : �Q7����� � � • : �+}�� �I,py�� :::::::::: :: �� j� ::: _ TOTAL: 3.5 CREDITS . $ . . $ . . SPECIFICATION. ' 43. COORDINATE WITH FIRE DEFT. FOR LOCK BOX AUTHORIZATION &INSTALL. 44. SPECIFY TIMBER SPECIES AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL SPECIFICATIONS AND NAILING SCHEDULES 5EE SHEET S1 45. PLAN CHECK #: 46. BUILDING PERMIT NUMBER: XXXX-XX EXP. X.X.20 Dec 13 2022 APPROVED DATE �, !,:�icyli�f�t �r�d ��r Sclhedull� � S � N r-r � 7 � � 224th St :.:..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•..•.•.•.•.•.....•.•..•.•..•.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. .:..•. .. o � Q'�aJbctJrfarrr�tforl�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�'�':�:�:�:�:�::�rdlat.Jrl4iititi6idlr:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: w Q � �o �n D � C � 3 � ra � w m � Lfnit 1 � • '�nf-0trit4hbrJ � ' ::�aaH'atF 14ri�vMirr6id�r i � Q- 3 �� v v :��:� q �•. - - It � $ -- - o0 m N rD `C � - - 226 t �• ' n '� • 'ocr•Anfarma�iafl � _ ::�n+'a[r �ndai�i�6idtr : _ ^ . - - !� iJ�it i� ::��� ::�•Ir�' �: ................................-.-... :.... .::: - - .............. . .� - :�::�I��:�::�+ Erb:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: .:. 8th St SW 2Z8th St 5W .. . . �....._.............................. l-I--I .•.•.•. � •� .•..� : 2� • :ff:lirr�••�:�:�:�:�:�: :••'�]f_• -F�$t rah F�$# I�-�•:•:•:•:•: � •: O .•.•.•.•. .•.•.•.•..•.•.. ....... , •�:, , . _ _ :�c i • .� : �� : f�.� ire• . Edmonds Wa .•.•. .•.•.•.•.•. : : �•�, ,�. 3 4..•.•_•.•.•.•..•.•.•.•.•..•.•.•.•. •..•. •.•.. •.•. •..•. •..•. •.•... .-. .•. . . . :114li['�r�l��ri8�tr�ffoh ffld�ffld:d�i .•.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•:•:•:•:•:•::•:•:•:•:•::•:•:•:•:•::•:•:•::•:•:•::•:•::•:•:•::•:•:•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• � �........................................ .�: .�.�. .� �. �. ..�e ..�_� zs�sc st s w - V�liirrel F�nl�strati�rr 4�iri,di�lftid:ll� • •t�:� i f ............ � : Via• • �rteo ......... _ ... ..... .......... .::1��1i � : � :: kie • �i# : _ ............. . mp �9 , •�: � , , � � � � :, a 232nd 5t SW `0 u�el5C� �r� _ • .. LT[�IC�:. • : • : • : • : • .. �C19t.. t`tl$# _ • : • : • : • : • . 7�f�� . ii�i- .. ��$� .. .. .. ..� ..��St'� . ..... _ ..... ... _ REVI ON v �a �. �M�Itreald daorl y � . y:��.0 .3�_fi0 - - � � � Gas�i• • 'o� � � � � � � � � � ::::::::: _ : � � • � �f�c�r::::::::::: ❑�::: �� ��# _ a4r�� :::::: �4:: Holly Lr, .... ... �erbiaall Fenestration Ifad��d:�� • - - a � � - - - �� e: �+i �asemenl �_3 � : 7 � ¢ � ¢ Dec 0 22 Err : Fr�Ftit Gaar �_�� 1 3 G � : � ��:� � : � : � �.OQ - - - .... ... � : � ��:� � : � : � �.� :�:t:�'• ::••i•••� ::::�•••- - r= �a• • �rteo . .. . . . . .. . . . . .. . :�..I�I:. ..k#s fit:�_�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: ,.,, Maple Ln �, Pow�d�f_ �flfl I Fi�€�d �_�� 7 � � � ¢ � : ��:0 � : � : � h _50 �h{__ p � y } #y . •• . - . • . • . • . • . • . �a �: OV�rFYB�d dla�rl �_30 � 7 16 ¢ � ¢ � : II:'i�:� � : � :_� CITY OF Nos 234th St SW L.t1��C� Ion Rif: • :: a P[��� '7�� �$l� f!dr., F�� k1C8 _ .:.:.:. • .:. �(�� :.:.:. :.:. DEVELOPMENT SERVICES � Madrona L �F$altr�am. lJfln I C�serrrer�t �_�� 1 � ¢ � • : • �:� • : • :7%2Q Enl : �+I fiR�� �_30 7 � � � ¢ : • : •�:0 • : • : •'I•_� DEPARTMENT �a e� rh�ald dlaori _30 � 7 16 � : 7:��:0 � : � :_� Err : Fr�Ftit Door �_�� 1 � � � � � : � �b:0 � : � : � �_{t� �i�chleFti: virl I SlideF �_�� 7 � ¢ � � ::: ��:0 � : � : � �_��3 Err : FrflrYt Gaar �_�� 1 3 � � � � : � ��:0 � : � : � �_� . � e Pang : �In I O�se�nent �_�a � � � � � : ��� � : � : � h�.5i� Stars: � I Fixerd �_30 � � � � ::: �b0 ::::: �_{t�3 RES U B Powder_ � n I Fi�€�d �_so y � � � ¢ � ::�:0 � : � : � h�_5� . Por,r~d�r_ �i n I Fi�€�d �_�� 1 � � � � : ��:0 � : � : � h�_5>:3 Stars: � I Fixed �_�� 1 � � 2 ¢ � : �5:0 � : � : � ��_5� Dec 05 2022 *. �.y �F��t{�am: �i n I O�sernent �.3Q y � ¢ � � : � �:� � : � :1 �� �y*• BarthF�am:1{Fti I ��S�Fr'rBF1t �_�� � � � � • : • 1 �.0 • : • : • �_LIU 1� C� �y •] y C *'�y p .1 �5 1�41�rr$rti: �I Slider �_�� � � � � � • : • i! :U • : • : • �_�li� CITY OF EDMONDS --� p �+ y � �+� �y y�y +� I£Ilchlen: 1r111 I Slider V_.]0 • • I 7J ¢ � � � :: � C ;U � . i7_ I V {� y � �+ �y y�y �y �y •�y .{ �j,� DEVELOPMENT SERVICES g9�drID01Y5 if1: 1� Inl I L71��r 1J_.]V 1 � ¢ � • : • .� • : • : �•� �y'�y }}y��.yy 17 r��t Fi���: V I 14��i�rrl�nit 1J_.74� 1 a ¢ � ¢ • : • �`F:41 • : • : I � fad DEPARTMENT •:•�:� •:•:•�.1.14� Barthroam:l{Fti I O�seFrreFYt �_�� 1 � � � ¢ � � •5.0 • � • • 7. S� Powder_ din I Fi�€�d �_30 7 � � � ¢ � : ��:0 � : � : � h�_5� Po�$r_ din I Fixed �_30 1 � � � ::::�:0 � : � : � h�_5�3 1.20.21 Be�r��m #�: lfirr I �als�merrt �_�� ... 1 � ¢ � ¢ ... � : � �6.0 � : • :14_SO ... .. .. Stairs: � I Fixed �_30 2 � ¢ 2 � � : � �b:0 ::: � � 0� • Satrthr�am: �� I O�seFrr$rYt �.s� � � y � � � ¢ � : � : ��:� � : � : � h�.5� REVISIONS: B�F��n #�: 1{rr I fixed �_�� � 1 � ¢ 1 � :: � ��.� � : � : � �_ Barthroom: �n I O�seFrrertit �_30 .::: 7 � � � ¢ � : � ::�:0 � : � : 1.50 � Bedr�am #1: err I Slider �_30 7 � ¢ � ¢ .. .. � : � :0 � : � : � �� Se,dF�om #1:1�rr I Slider �_3Q : � h G ¢ � ¢ � : � :� � : � : � �� ge�droarrl #�: err I casement �_�� ... 1 � 2 � :... S.0 � : � : � h�_50 Barthr�am: �� I U�seFrrerYt �.3Q y 2 � 2 ¢ : � : �S.Q • : � : � h�.5>� 4.6.21 I}.0 • • • • �_0� B�dr�am #�: �fi I Cmerrt �_30 7 � ¢ � ¢ . . . . � : � �6.0 : � :y �_� Bedr�am #�: 1{ I Cars�emerrt �_30 • • • 7 � ¢ � � . . . � : � ��;5 � : � :1 �_h :: I}.o �. o� Bs�droarn #�: err I fixed �_3Q 1 � � q � ::: � '��:� � : � : � �. 7.30.22 . Ba,dro�m #�: � I fried �_30 y � ¢ 1 � : • 1 �.� : � : � �_�6 I}.o �. o� Be�r��m #�: � I casement �_�� 1 � � � � : S.0 •1•_50 Barthroom: �f n I O�serneFYt �_so 7 � � � :: � : �50 � : � : 1. � 8.16.22 .. .... :::: •�.o �_oo ... � 10.19.22 :: a.o �_oo :::::�.o ... -�_oo .. :::::�:o ::::: �_ �.� �. �� .... ... :::::�o :: �_�0 12.2.22 .. .... :::::�:o :::::�_�o :: a.o �.o� ... ... :::::�� :: �_� - - :::::�o ::::: �_� ............................:...::: �:��te��li�i�f::::::::�ii� ::::_ ............................ _ . a•�. a�� ..r::::::::::::::::::::::::�_�•:•:•::•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•::•:•..:.:.........................................•.:.:.:.:.:...... ...... PRINTED. .........................................................................................y................_......................................_.................. COVERSHEET:•.•.•...•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•-:•:•:•:•:•:•:•:•:••.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•_•.•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•..•.•.•..•.•..•.•.•.•.•_•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. •.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•_•.•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•..•.•.•..•.•..•.•.•..•.•_•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• 12.2.22 P1 VICINITYMAf•.•.•.•.•.•.•.•.•.•.•.•.•_•.•.•.•..:.:.:.:.:..:.:.:.:.:..:.:.:..:.:.:..:.:..:.:.:..:.:-:•:•:•:•:•:•:•:•:•:•:•:•:•:•:• �:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:'4r'c��� E,r�`�Jb�:�:�:�:�:�:�:�:�:�: �:�:��_� FLOOR AREA SUMMARY • ' • ................................................................................................... 1.•.•.••.•.•.•.•.•.•.•.•.• •.•. ............................ _ ................ ....... .. ..... _ ............. . PROJECT INFORMATION :•:•:•:•:•:•:•:•:•::•:•:•:•:•::•:•:•:•:•::•:•:•:' '•:•:: -•,- .............................. Rip �9 . .�R1p�le0�•.•.•.•.•.•.•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.• V��tlfi..., I-IsL�Fr't .•.•.•.•.•.•.•.•.•_• • ' - - •.. .•.•.•..................!�.�'�....�....................._............................................................_.............................. P2 PLOT rah Ir{d1-:•:•:•:•:•: :•:• nl•:•:•:•:•:•:•:•:-:.:.:.:..:.:.:.:.:..:.:.:.:.:..:.:.:..� Geri iarL ��>� • • L>Lf�cl�::::::::::::: ��]� F��t .. F��t .. a4r�� : �: � : � : � : � ............. Fnp�rte ....... _ ..................... � � : � ::b•4e�gbt::::::::::::::::::::::::::::::::: : L1 LANDSCAPE PLAN � : ��:$ � : � � �_�� • . ARCHITECTURAL: �.Q �.UQ :�:GascF�• ion:-��$>��::�facl�~:�:�:�:�:�::�#�•�•F�$#••rr�h••��••Inen-�:�:�:���:�avri��:�:�:��4:�:� A1.1-2 ELEVATIONS • • • •�•� � �� • A2 1ST FLOOR PLAN Q.Q �.�Q � ::�.� : � :: � {� . �:�:��:0 �:•:•�_{l0 A3 2ND FLOOR PLAN -Q.0 �_UO ::::�.Q :::: �.{� : � : ��:0 � : � : � �_{� A4 3RD FLOOR PLAN � :: � :�;0 �_UO � : � : ��.� :: � : � � � � : � :�;� : � : � : � � A5 ROOF PLAN • � : � :�;� �-� - i A6 7 DETAILS r�D .. �rfn �� Ol�al�a�a� ��a�iF� �Ir� : � : ��.� :::: � . _ _ � a �+ • ' � - •.•:•::•:•:•:•:•:•:•:•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•_•.•.•.•.. r .•.•.•.•. � . - . - �Ir�a �.QQ 5TRUCTURAL DRAWINGS: .•.••.•.•.•.•.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• .•.•. ..•.• ......................... .... .......... ::�:�:�:�:���e:����r�Arar��+4 � . tefrxsr� �alcl� - :�:�:�:�:� �:3�1i:5 •:•��_::::::::::::::::::::::::::::::::::::::::::::::::::::::::=:�:�:Q�ad� ztr�� �r�4���.•=:::::::::::::::::� :�:�: r� S PAGES .•.•.•.•.• .•. •. .•. .•. .•.•.•.•.•.•.•. .•.•.•.•.•.•. .•. . $ .�'. . � . .. MAX HT: 386.11' 0 ❑� INSULATED GARAGE DOORS- PAINTED SW CITYSCAPE 30 YEAR ARCH COMP ROOF- rRi nrK� �nRi Fwnnn FASCIA -(GRAY) -SW CITYSCAI VINYL WINDOWS - (BLACK) PANELS -(GRAY) -SW PEPPERC� BELVEL SIDING (GRAY) SW GR • �� ���.�. SCALE: a,/4"=a,'-o" SCALE: i/4" =i'-o" � � • �� SIDE ELEVATI SCALE: i/4" =i'-o" HT: 386.11' IZADE: 356.11' HT: 351.75' �� N Ln N z II= V � � \� N uu �"� o 1� � A � � V J1 N W W A T 3 C7 0 z g3g p..l a5, A � ti N a O V �� I� o M� • • F�-� AV G ADE:356.11' � O __ r ^ � N ~� v J d- � � Q � SLA HT 353.50' ���111 O Q U � �o OQ w� � Q O W 00 N N �� RE�rST EO A ECT r� SLAINDMIR PS3RDW5KI s�a�� o� w�►s►,�r,�ror� U w w w C� F--� R� �IC�1S: 4•�• 6 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4.6.21 _ �� � � ��� ��� � , , , , , , , , I� 1 ' ' � ' ��� i ���. ��� ���i 386.11' .: 383.20' z � � N o u M I^ w� � � V J\ N W w Q � rn Q Z g3g i""i a5, A � ti N a O V 0.91' � 0.75' Q o •• � o �.., ao E:356.11' O �� !� � .5 �' �cr� OQ U � �o OQ — SCALE: >, " =i'—o" 1 w ^ INSULATED GARAGE DOORS PAINTED SW CITYSCAPE /4 �+ H 30 YEAR ARCH COMP ROOF- (BLACK) SABLEWOOD 00 FASCIA -(GRAY) -SW CITYSCAPE � w VINYL WINDOWS - (BLACK) N PANELS -(GRAY) -SW PEPPERCORN N BELVEL SIDING (GRAY) SW GRIZZLE GRAY MAX HT: 386.11' CV O _ — MAX HT: 386.11' N � � CT. HT.: 385.70' AGT HT.: 383.20' � N �, � � U �- � � � � � w w H 3RD F 00 370.91' 3RD LOOK: 373.85' N N W lid F---I N ■ �� � � N 2ND F OIZ 360.75' 2ND LOOK: 363.25' 1.20.21 REVISIONS: • 6.11' 4.6.21 ' � `� 12.27.21 i i i � ' � 2.14.22 ' . _ _ _ ......' AVE�GRADE: 356.11' '-------'-------------------------�----------------- � SLAB HT: 354.25' PRINTED: 2.14.22 SCALE: a,/4"=a,'—o" SCALE: >,/4"=>,'—o" �� REGtS�` �p � �cr r-- . az.�- �.-�--� s�►woM,� pa�vws�ci STA?E (3F iIVASNINutC3N 1, II J ❑� II J ❑� KISAN ENTERPRISES, LLC LOCATION: 22808 EDMONDS WAY BLD D EDMONDS, WA. 98020 Michel DESIGN B U I L D I N G D E S I G N PO Box 1215 Lynnwood, WA 95046 206-930-2445 �I n ❑� 0 �� � � i I � 353.25' ' ' � 352.50' �-----�-- � �_ 3 3-----------------------------------------------------------------------------------� 351.75' l ,MAX HT: 386.11' ❑� 0 ;� ................................................... ............................. AVE GRAD�:356.11' -�- ' O 354.25' �u ��crsr��a z W Q z 0 H u 0 a z c� ^W I� (� z A Q Q z 0 Q w 0 N N U w w H w 0 N O T 3 0 0 a ti N O 0 a 0 N O Q z 0 Q w REVISIONS: 4.6.21 12.27.21 2.14.22 2.14.22 s�►woM,� pa�vws�ci •TA?E (3F iIVASNINutC3N �I n ❑� 0 ❑� MAX HT: 386.11' 0 I � �� I I � �..............................AVE GRAD: 356.11' -�- ........................................................................................................................,......................................-----------------------------------------------.................................................1................................ � .... I i .i. . , ...-.-.-.-. � � I � � O � i � I---------------------------------------------------�---------------------------------'------------ ' I � 353.25' 352.50' I------- - ' �3 3. �-------------------------------------------------------------------------------------� 351.75' The following documentation shall be available on � ' site for the building inspector: ■ � � X❑ COE APPROVED ARCHITECTURAL PLAN SET ■ , ; ❑X COE APPROVED STRUCTURAL PLAN SET � COE REVIEWED CALCULATION PACKET � � � ENERGY CREDIT WORKSHEET ■ , SITE PLAN � CIVIL PLAN ■ , :❑ ; ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 � APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION BUILDING OFFICIAL Mar 03 2022 APPROVED DATE BLD2021-0109 354.25' �u ��crsr �a � �cr az.�- �.-�--�-'4 s�►woM,� po�vws�ci ISTA?E (3F iIVASNINutC3N z W Q 0 H u 0 a z c� ^W I� (� z A Q Q z 0 Q w 0 N N U w w w 0 N O T 3 0 0 a ti N O 0 a 0 N O Q z 0 Q w REVq,� I O N Mar �2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Mar 02 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS: 4.6.21 12.27.21 2.14.22 3.2.22 3.2.22 z � � N o N W /w/�'� F-I °0 T 3 C7 0 z g3g p..l a5, A � ti N a O V �� I� o --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- N MAX HT: 386.11' ■ � t � F 1--� F F--�1 N • � O �..� 010 o O �� �� ❑ � � Q , ❑ � � oQ U � �o OQ w� � Q ow N � BLD2021-0109 -------------------------------------------------- F ..-----------------...---------------------------------------------------------------------------------------------------------- AVE 612A :356.11' O 354.25' 352.50' 53.00' 353.25' 51.75' U w w H SCALE: 1/4" =1'-0" EVI�ON Dec 0�22 CITY OF E DS DEVELOPME E VICES DEPAR RE�I B Dec 0�(J22 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1.20.21 REVISIONS: 4.6.21 12.27.21 2.14.22 3.2.22 4.5.22 6.7.22 10.19.22 12.2.22 PRINTED: 12.2.22 �u ��crsr �a � �cr . az.�- �--�--�-'4 s�►woM,� pa�vws�ci STA?E (3F iIVASNINutC3N 126' 11' 9' 14' 23' 23'3" 22'9" 23' 8'10-1/2" 5'6" 8'10-1/2" 8'7-1/2" 5'6" 8'7-1/2" 5'4" 5'6" 12'2" � Z r � � � 16'4" S�g�� p I I v H �--' m ' 5016 5016 TYp P 5016 5016 S.G. � � � w � � cV I I P _ � � N _ W A °' CV • ' i i �• .' 5016 5016 � W � � 3 WSEC CREDIT OPTION 5c (1.5 credit) i i p V o ELECT. TANKLESS HOT WATER HEATER (W/MIN EFF OF .93) i i � � z z � �� Z � i i � � i �. i i WATER SUPPLY FOR HYDRONIC HEATERS i �i i i P � � � O � � �""� a'' i i WSEC CREDIT OPTION 5c (1.5 credit) i � ELECT. TANKLESS HOT WATER BY BEACON/MORRISAND MIXING VALVE FOR HOTWATER SUPPLY TO EACH UNIT i i i i i , WSEC CREDIT OPTION 5c (1.5 credit) ELECT TANKLESS HOT WATER CV (� � O o � E N T1zY -�,� - __ � � N Q o i i HEATER (W/MIN EFF OF .93) i i i i i i , i i HEATER (W/MIN EFF OF .93) O V a � i � WATER SUPPLY FOR HYDRONIC HEATERS i i BY BEACON/MORRISAND MIXING VALVE , i i i i i � i i WATER SUPPLY FOR HYDRONIC HEATERS BY BEACON/MORRISAND MIXING VALVE � CV J � • � i--i O � TYP i � FOR HOTWATER SUPPLY TO EACH UNIT i it , it FOR HOTWATER SUPPLY TO EACH UNIT � • N � r'7 � I i , �� � i I. � . � it i _ � � it I i � II WSEC CREDIT OPTION 5c (1.5 credit) - N i i i i CV � i i i i _ I � � ELECT. TANKLESS HOT WATER HEATER (W/MIN EFF OF .93) � TYh 4'2-1/2" � � � �}- i i I � � WATER SUPPLY FOR HYDRONIG HEATERS N � _� 6� � � � i TYP I II BY BEACON/MORRISAND MIXING VALVE G WSEC CREDIT OPTION 5c (1.5 credit) � � i i FOR HOTWATER SUPPLY TO EACH UNIT • ' � ELECT TANKLESS HOT WATER it � � � (� it it L � HEATER (W/MIN EFF OF .93) i � • ' �I i � � WATER SUPPLY FOR HYDRONIC HEATERS i � i i I � BY BEACON/MORRISAND MIXING VALVE i i � i i � FOR HOTWATER SUPPLY TO EACH UNIT i i I i i � i i L cV cN0 I I � UNIT 15 UNIT 16 i � �� �� � UNIT 18 � � �� � � Q 'N ' N CV � STORAGE p ; � GAi� GE GARAGE � � n' GAI;AGE i I�--____-- Q ��- � G UNIT 14 -------- � � TYP A TYP �L G - TYP � � � O N 26 � • GA�P,GE �,� i � � Q i� ., � �, � '� ' ' UNIT 17 � E '� ; ��, � .. � O �� rYP Q ---------'� � GA1zAGE N � � �� � TYP TY � � w �' E � � � � TY G � m TYP _ � � ' ' O 16070 OVERHEAD D00R � � .� N M O � � � �. J E �� �� � �� � Q up ENT12Y G ., �� � � � � � 0 OO � u o _ U i i � � - Q r ) O �J 16070 OVERHEAD DOOR f' CAI - - J �. TYP 16070 OVERHEAD D00R -gyp , � V � FO—I N o p M �� N � � O O U TYP �' L � 16070 OVERHEAD D00R o N � � N o _ N --- � � w P M �. � d- N . � 3068 TYP TY M 16070 OVERHEAD D00R �z o o � . Y � � I�---------------- I�---I O w 2620 N L---------------- -� N �• W o N " O� TYf' � N � ------- L. � �� - � E 3068 N N � ' �Z cn • ' L � -------------------------' - �� TYP 0 0 �, - N 3068 � ; c�1 �' E N T1z TYp f ' - L c� 3068 �. � ' �. L �-------------------------� �. 5'1" 3'4" 2'7" 11'6" 11'6" 2'5-1/2" 11'5" 9'4-1/2" 9'1-1/2" 11'5" 2'5-1/2" 2'2-1/2" 11'4-1/2" 9'5" 9'2-1/2" 13'6-1/2" � 1 ��/ 4'5-1 2" 18'9 1/2" 181" 4' 1" 4'2- /2" 18'9 1/2" 11' 23' 22'9" 23'3" 23' 23' 126' � C1� w C1� ��/ F-=� A�4,� ��/ REGIST EO w A ECT �~ . p2-�- �.�---•-�-�q w SIAWDM1q P(3RDW5lKI STAGE QF WASN11vy�'a� F-� � �-I NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. �.ZD.Z1 2. A MIN. CLEAR HEIGHT OF 24" 4. FINISHED SIL HIEIGH� OF� OT MORE THAN 44" ABOVE R V S ONS: �u THE FINISH FLOOR. n B 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED `�• FRESH AIR SUPPLY @FURNACE Aug 06 2021 6.ALL WI NDOWS &DOORS HAVING ACCESS TO EXTERIOR OR CITY OF EDMONDS UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) DEVELOPMENT SERVICES DEPARTMENT •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING 1ZEQUIIZEMENTS: 0 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" D.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REa'D BY CITY CODE •EXPANSION TANK REQ'D ON EACH HOT WATER TANK. � 2X4 @ 16" O.G. ®2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. "��illll����l PRINTED: •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE 1 HOUR WAII H/A6 OUTSIDE 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. 4.6.21 •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED SITTING ON TOP OF A 8" FOUNDATION WALL. OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE i -'i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE CONTROLS W/ THE STRAPPING � !� � WEATHERSTRIP & INSUL. TO R-49 •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT v_ -`� SCALE: 1/4" - 1'-0" •1" AIRGAP REO'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) UNIT 14: LIV 176.00 SQ. FT GARAGE 574.25 SQ. FT. DEVICE TO LIMIT FLOW T01.75 GPM UNIT 15: (LIV) 75.49 SQ. FT (GARAGE) 730.94SQ. FT. •AIR SWITCH FOR DISPOSAL IN SINK � CARBON MONOXIDE DETECTOR UNIT 16: (LIV) 75.18 SQ. FT. (GARAGE) 730.65 SQ. FT. •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 PER IRC 315 UNIT 17: (LIV) 81.80 SQ. FT. (GARAGE) 631.93 SQ. FT. INSULATION PER 2015 WSEC SEG 403.5.3. UNIT 18: (LIV) 70.36 5Q. FT. (GARAGE) 570.45 SQ. FT. TOTAL = 3,716.75 5Q. FT. 126' 11' 9' 14' 23' 23'3" 22'9" 23' 7' 7' 15'11" 7'1" 7'4-1/2" 15'10-1/2" 16'4-1/2" 6'4-1/2" 6'8-1/2" 16'3-1/2" � Z 14' -1/2" 8'9-1/2" � � P � I I �� � AIR SOURCE H T PUMP • AI H AT P MP , T1'p P 6020 LIDER MIN HSPF 0 9 0 • � w N 6020 LIDER P � w 1 1. R DI PER WSEC 2015 3B N 0 I I j� 0 CV W A �� 6020 LIDER • • �� ® NP�TL�RAL GA5 6020 LIDER N � � n C7 � 3 TANKLE 5, HOTWATER HEATER MIM EF OF 0.91 � 0 M i--� �� Z � 3 i , PEP WSEC 2015 3B 1.0 CREDI ® I I ER WSEC 2015 3B 1.0 CREDI �- � � it NATURAL GAS PER WS C�2b15 5c 1.5 CREDITS , i � � i i NATURAL GA5 DUCTLESS INDOOR � _ p , � 0 � ,� � `' i it i TANKLE85 HOTWATER HEATER MIN EF OF 0.91 � it i TANKLESS HOTWATER HEATE MIN EF OF 0.91 UNIT LOCATION o Q E N T1�Y -�,� =_ � � Q o i i i it i i PER WSEC 2015 5c 1.5 CREDITS i i i i PER WSEC 2015 5c 1.5 C EDIT OFFICE O V a m TYP �I � j �� ', � A �� � � • N � � � I i i � I l i I �N it � NATURAL GA® i i i it II i � • AI� E T PUMP TANKLE58 HOTWATER HEATER i i = N , I i � J i C9 0= MI H PF 9.0 MIN EF OF 0.91 1.0 CREDI PER WSEC 2015 5c 1.5 CREDITS i i i i i i i � I i � i -�� i �N 4'2-1/2" � '� II , ', 3068 � -� �� � � TYp I ' I� G 20 MIN. SELF LOSING DOOR � � � i Q L I i " i� ,i I� i i , i � i '� ; UNIT 12 UNIT 11 ' 'I -- ' UNIT1�9 -------- c� _ N � � --------�I � iv i I � I(V i , p UNIT 13 � I INIIT 1F i I� I -rY GAf�AGE � 15 TREDS I IN � , STORAGE Qp III ^�Tv7T��i ,� � � GAi�AGE GARAGE I , � � �-------- � I Q 7.25" RISE I� � I � G ' ' --------� ' � rYp TYF -n'p � �� 6 UNIT to �, TYp � I- - - - - - - - - �� � N 26 ® � • GARAGE � � I� Q �" ; � • L�7TIT _ E N � i � - � .. � � Q � �p ---------1 � GARAGE � ;', TYP TY � � � E . i i TY � m Tl'p r � �I O 16070 OVERHEAD DOOR � N M o G E �� �� � Q up ENT12Y G _ 6� �� O � l� � � � � 0 , � � u o � � N TU P1L GAS �5 r 1 O Q 16070 OVERHEAD DOOR p N = J TYp M 16070 OVERHEAD DOOR �� TYp PER WSE 5c 1E.5 CRE ITS �� � V � O � N � � � P U °L TYI' N ® � O F-� �o N 160700VERHEAD DOOR o p N _� �' - N �-------- ' • --_ L � � W P • � M �. I � d- N . • 3068 TYp TY M 16070 OVERHEAD DOOR �z o o � . Y � � I�---------------- O F---1 w 2620 N L---------------- -� N �• W o N �� TYp � N • ------- �. O� � - � E 3068 N N � ' �z cn • " L � -------------------------' - �� TYp 0 0 �, - N 3068 � ; c�1 �' E N T1� TYp f ' , L c� 3068 �. � ' �. L �-------------------------� �. 5'1" 3'4" 2'7" 11'6" 11'6" 2'5-1/2" 11'5" 9'4-1/2" 9'1-1/2" 11'5" 2'5-1/2" 2'2-1/2" 11'4-1/2" 9'5" 9'2-1/2" 13'6-1/2" � 1 ��/ 4'5-1 2" 18'9 1/2" 181" 4' 1" 4'2- /2" 18'9 1/2" 11' 23' 22'9" 23'3" 23' 23' 126' � C1� w C1� ��/ F-=� ��/ F-=� w w CIS F-� ALL OUTDOOR UNITS ARE 28" TALL NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. �.ZD.Z1 2. A MIN. CLEAR HEIGHT OF 24" REVISIONS: 4. FINISHED SIL HIEIGH� OF� OT MORE THAN 44" ABOVE THE FINISH FLOOR. 4.6.21 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE /_ �7 V / 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR . .22 UNHEATED T BE SEALED PER SEC. 402.4.1.1 WAG 7.30.22 •MIN. HE DR M CLE R NCE F - IS RE DIN LL 8.16.22 HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING 1ZEQUIIZEMENTS: 0 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE � 2X4 @ 16" O.G. REa'D BY CITY CODE "��illll����l •EXPANSION TANK REQ'D ON EACH HOT WATER TANK. ®2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. PRINTED: •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE 1 HOUR WAII H/A6 OUTSIDE 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. g.16.22 •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED SITTING ON TOP OF A 8" FOUNDATION WALL. OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE i -'i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE CONTROLS W/ THE STRAPPING � !� � WEATHERSTRIP & INSUL. TO R-49 •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT v_ -`� SCALE: 1/4" - 1'-0" •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) UNIT 14: LIV 176.00 SQ. FT. GARAGE 574.25 SQ. FT. DEVICE TO LIMIT FLOW T01.75 GPM UNIT 15: (LIV) 75.49 SQ. FT. (GARAGE) 730.94SQ. FT. •AIR SWITCH FOR DISPOSAL IN SINK � CARBON MONOXIDE DETECTOR UNIT 16: (LIV) 75.18 SQ. FT. (GARAGE) 730.65 SQ. FT. •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 PER IRC 315 UNIT 17: (LIV) 81.80 SQ. FT. (GARAGE) 631.93 SQ. FT. INSULATION PER 2015 WSEG SEG 403.5.3. UNIT 18: (LIV) 70.36 5Q. FT. (GARAGE) 570.45 SQ. FT. TOTAL = 3,716.75 5Q. FT. 126' 11' 9' 14' 23' 23'3" 22'9" 23' 7' 7' 15'11" 7'1" 7'4-1/2" 15'10-1/2" 16'4-1/2" 6'4-1/2" 6'8-1/2" 16'3-1/2" � Z N �1- � - � � - N d- N N A P ' • � I • I -�-Yp I � P � • 6040 LIDER A 14' P -1/2" 8'9-1/2" I � �� � W � � � (,) •� � � r-. � `° ua " A C7 ° Z 3 r� a �, A x � o � � f�0 • 6040 LIDER AIR SOURCE H MINHSPFO T PUMP 90 A M � O . • ENT1zY �� � � • 3068 4'2-1/2" N � _ � p � N CV � � o o LQ � A ® � � Q o = � Q W o �? �¢��; O�C�OO Q = Z N Z w�cw � � Z � ~ � � N - - - - - - - - - -------- � I 6040 LIDER � • I PER WSEC 2015 3B 1. GREDI 44 MAX SILL HT � = � � _ I Q N LECTRIC CADET ; � � WALL HEATER - I m � � � I p I � I - - N � _ _ 0 O `o BEDROOM _ __ 3068 p N TYP _ I 6 .• TYP - Q TYP r, E UNIT 15 = GARAGE - 6040 LIDER _ � ; - O N � 44" MAX SILL HT PER W5 ELECTRIC CADET �p WALL HEATER - N_ O � BEDROOM �� _ N TYP _' G 2015 3B 1.0 GRE I ¢ � = U = Q �; o � � � o �; - � � W o z � � W � � Z W � � � LO N -�� Q _ _ _ _ _ _ _ --------- 44" MAX SILL HT � N O ELECTRIC CADET � P WALL HEATED p Q • _ O I � BEDROOM I �c� I I � I 0= TYP �N G • UNIT 18 � E TYP - E N � r- � = Q � � - LO � I I i I I A 6040 LIDER ® � o W � Q W o � �Q�� ��OLn � =zo - - - � � - U z��W � � � � N --------- ------- - I I ; ' � ; I I ER WSEC 201 3B 1.0 = �� CREDI 44 MAX SILL HT ELECTRIC CADET WALL HEATER = � O • 0 cp BEDROOM o .n,p G - � _ � N ' p �I I ' • AI� E AT PUMP MI H PF F 9.o PER WSEC 2015 1.o cREDI - NO - cp 0 0 � 068 � LECTRIG CADET WALL HEATER OFFICE TYP 6 N � � O <9 - d- � 3 68 - � � � N - N 3068 _' O N ' ' � � � � F--� � � C1� U O O O � w ^ Ij•---1� O w N N BLD2021-0109 20 MIN. SELF LOSING DOOR - - - - - - - - I � I i_ _ _ _ _ _ _ - - I I � I i �I- - - - - - - - - � I ; II � II I I I I I II ; II � II I I `� TANKLES HUC�T�IWATER HEATER PER WSE 200515c 1.5 CREDITS I I ® I N 20 MIN. SELF � • � CLOSING D00(Z � N TY Cj UNIT 17 GA1zAGE � TYP m E • _ � � � � o � G • � �� 137 2 CL MIN. SEL SING � �� 24 DO R � 11-1/ �� 15 TREDS 7.25 RISE I I N I I� I IN I I� � I I C7 2 CL STORAGE � • O� 2 `� MIN. SELF SING DOOR UNIT 1 GA�AG rYP E _ N `' �0 ® TYP NATURAL GA5 TANKLESS HOTWATER HEATER Q MIN EF OF 0.91 • PER WSEC 2015 5c 1.5 CREDITS DOOR L ` • I - - - - - - - - - - I - � � � G UNIT 16 . , GARAGE TYP = E � � • ,Y p N N � N _� �' TY � M o � �• ENT1�Y O• 3068 � - � � N o TYP J • 16070 OVERHEAD DOOR TYP N �-------- ' • --_ L I � I • I I�---------------- ' � ' • TYP M � Y O� 3068 up 16070 OVERHEAD TYP N • P � �• TYP M � • E � O 3068 P . • - 16070 OVERHEAD DOOR �� = N r- � � TYf' N � • L ' • � I p U • TY M �• O � �o N 160700VERHEAD DOOR o � p �z o o N " - � TYP N � 2620 I I L---------------- -' 16070 OVERHEAD DOOR W o p �z �' - O OJ - " -------- I - - - - - - - - - - - - - - N �' E N T1z TYP f ' • L c� 3068 �• L • • I I �-------------------------I I � . I I I 5'1" 3'4" 2'7" 11'6" 11'6" 2'5-1/2" 11'5" 9'4-1/2" 9'1-1/2" 11'5" 2'5-1/2" 2'2-1/2" 11'4-1/2" 9'5" 9'2-1/2" 13'6-1/2" � 1 ��/ 4'5-1 2" 18'9 1/2" 181" 4' 1" 4'2- /2" 18'9 1/2" 11' 23' 22'9" 23'3" 23' 23' 126' � C1� w C1� ��/ F-=� ��/ F-=� w [� REVI ON Dec 0 2022 �� REGtST I;❑ CITY OF ONDS DEVELOPM RVICES DEPA T A ECT �,., Suwo�,� PaA�rS1{1 Dec 022 NOTES STAiE QF WASHiN�;�"Qly CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT �.ZD.�L1 & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24" REVISIONS: 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE 4.6.21 THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED �•/ .22 FRESH AIR SUPPLY @FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR 7.30.22 UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) 8. .22 •MIN. HEADROOM CLEARANCE OF 7'-6" IS REO'D IN ALL 10.19.22 HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING 1ZEQUIIZEMENTS: 0 2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPADE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REa'D BY CITY GORE •EXPANSION TANK REQ'D ON EACH HOT WATER TANK. � 2X4 @ 16" O.G. ®2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. "��illll����l PRINTED: •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. 1 HOUR WAII H/A6 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. SITTING ON TOP OF A 8" FOUNDATION WALL. 12.2.22 DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT i -'I 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE I !� I WEATHERSTRIP & INSUL. TO R-49 v_ -`I SCALE: 1/4" - 1'-0" •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) � CARBON MONOXIDE DETECTOR PER IRC 315 UNIT 14: LIV 365.00 SQ. FT. GARAGE 384.39 SQ. FT. UNIT 15: (LIV) 453.36 SQ. FT. (GARAGE) 353.07 SQ. FT. UNIT 16: (LIV) 430.43 SQ. FT. (GARAGE) 375.42 SQ. FT. UNIT 17: (LIV) 366.09 SQ. FT. (GARAGE) 347.64 5Q. FT. INSULATION PER 2015 WSEC SEG 403.5.3. UNIT 18: (LIV) 254.30 SQ. FT. (GARAGE) 386.51 5Q. FT. TOTAL = 3,716.75 5Q. FT. 11' 9' 14' 23' 23'3" 22'9" 23' 3'11-1/2" 7'1/2" 4'11" 4'1" 7' 7' 2'5-1/2" 13'5-1/2" 7'1" 7'4-1/2" 13'S-1/2" 2'5" 16'4-1/2" 6'4-1/2" 6'8-1/2" 11'11" 4'4-1/2" � Z 4'5-1 2" 18'6-1/2" 18'6" 4' 4'2-1/2" 18'6-1/2" 15'9" T3" � � I� � o m rn w 6046 S IDER --------------- 60 6 SLIDER -_ �O • i N N O � DW � ' � �- - CV ,.,,,, .,, 6046 SLIDER � � N � O � DWL�-------- � N 6046 LIDER A � C7 3 PANTRY � i -- -------------r�W I O� � � i ���\ i _ N � � � �� z 3 a r'DW it � � �----i i�`� �' PANTRY = N ' i i i i �_ _ � � PANTRY N ' �i N i i _ � Q, `� ` , WSEC CREDIt 5a (.5 credits) � � i TRITON BOWE BY KOHLER (FAUCET) � - K-800T70-4AKL-CP 1.0 GPM � FOR ALL UNITS) __ it � � � ' ' � �� � i , � __ O � KITCHEN - N � � d�9_ N � z � O ' ' � �' N � � \ � � � i ' - KITCHEN � � i � � t\ O `� o r�, V • � Q o � i--i O � 6046 LIDER TYI' � � � � � N i � (TYP � O � � � I � N N KITCHEN � � � •� 5 40 i� � � N O i i � O i �� i ' COAT HOOKSI i N �_ �. i ,_ i , i i � BENCH �- i i N O � � KITCH =_ � OAT HOOKS/ N - - - - BENCH � � I � �-° 1-1/2" i � 4' 2'1" 4' 7' 4'11-1/2" - - `-� N N � � � 4' - 5'3" 4' 2'1" 4' T 4'11-1/2" `t ' 4'3-1/2" �' N W5EC CREDIT a (.5 credits) O � O TRITON BOWE Y KOHLER (FAUCET) DINING K-800T70-4A L-CP 1.0 GPM � (TYP FOR ALL NITS) i i i i i � DOWN O � CV - �' - � DINING UNIT 18 i� � G12EAT 1200M N Q � � 10'3" 6' 4' 2'1" _ _ � o- � DINING <o `�' '___ ; i � O � `-� P � � DOWN � � F � = I � � O � � � � 4'2-1/2" 6'11-1/2" 2' -1/2" 2'9-1/2" 15'2-1/2" � 1'10" � . Please provide listed assembly per R30�. the building inspector. This shall be done to at � � O N o � � � = time of pre -con inspections and framing. 0 � `� 4 0 F� J - walls shall be covered prior to inspection. 2' 13'6-1/2" 1'10" � N N _ _ � , N STORAGE N UNIT 14 - - - - - - - - - - - N GREAT 1z00M UP � _ �� � _ �� � 22 1/2 45 1/2 � � 1'10" 13'6-1/2" 2'8" UNIT 17 o OWDER o � � r1 N - - - - - -- - - 2' 13'6-1/2" 1'10" O � _ � GREAT 1200M - �' - �' `0 I —I U � 4 ° U N fT 16 '7-1/2" 5'4" �� O 2 _ _ N _ � _ N � _ ,� AT M G12E 1Z00 = � � O = O W N POWDER � N � Q 0 � � ,� - N ---- W �' UNIT15 24 f'0 DER - -- -- __ - -- 0 5050 -n.� TY • � N 2620 P L 24 � GREAT BOOM N � - 50 C � ° ° 0 CF N = • �9 N 2620 9060 D CFM _ � � - - ----- - - - - ---- � --- O = CV �------ ------ 9060 � c�1 2620 - - -� - _ _ _ - - _ 9060 2620 -_ _____ ____ �o ------ ------ �9 9060 U 4' 4' 2'11-1/2" 4' 5'6" 5'6" 2'5-1/2" 4'6" 5'6" 5'6" 5'6" 5'6" 4'6" 2'5-1/2" 2'2-1/2" 4'6" 5'6" 5'6" 5'6" 5'6" 5" 2'2" W 5'5-12" 1'6" W 3'6" 6'1" 1' 8' 2' 6'11-1/2" 11' 5'1/ 6'11-1/2" 11' 5'3-1/2" 5'1/2" 11' 6'11-1/2" 6'8-1/2" 11' 5'3-1/2" 2'2" 11' � 9'7" 4' 23'3" 23' 23' 22'9" W 126' � ��/ F-=� WSEC CREDIT 5a (.5 credits) TRITON BOWE BY KOHLER (FAUCET) W K-800T70-4AKL-CI' 1.0 GI'M [-� (TYP FOR ALL UNITS) W Ag43 REGtST EO A ECT � � Q2_,v- �•�--�-� F--� suwo�,� poR�rvs�cl srAiE QF WASHiN�;�"Qly NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LE55 THEN 5.7 SQ.FT. �.ZD.Z1 2. A MIN. CLEAR HEIGHT OF 24" 4. FINISHED SIL HIEIGH� OF� OT MORE THAN 44" ABOVE R V S ONS: �u THE FINISH FLOOR. n B 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED `�• FRESH AIR SUPPLY @FURNACE Aug 06 2021 6.ALL WI NDOWS &DOORS HAVING ACCESS TO EXTERIOR OR CITY OF EDMONDS UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) DEVELOPMENT SERVICES DEPARTMENT •MIN. HEADROOM CLEARANCE OF 7'-6" 15 REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING 1ZEQUIIZEMENTS: 0 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" D.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE � 2X4 @ 16" O.G. -•gill I�IIIIII REQ'D BY CITY CODE •EXPANSION TANK REQ'D ON EACH HOT WATER TANK. ®2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. PRINTED: •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE 1 HOUR WAII H/A6 SCALE: 1/4" = 1'-O" OUTSIDE 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. UNIT 14: (LIV) 744.75 SQ. FT. 4.6.21 •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED SITTING ON TOP OF A 8" FOUNDATION WALL. UNIT 15: (LIV) 822.93 SQ. FT. OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 UNIT 16: (LIV) 822.31 SQ. FT. OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE i -'i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE UNIT 17: (LIV) 730.07 SQ. FT. CONTROLS W/ THE STRAPPING � !� � WEATHERSTRIP & INSUL. TO R-49 UNIT 18: (LIV) 657.19 SQ. FT. •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT v_ -`� TOTAL - 3,807.25 5Q. FT. •1" AIRGAP REO'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR DISPOSAL IN SINK � CARBON MONOXIDE DETECTOR •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 PER IRC 315 INSULATION PER 2015 WSEC SEG 403.5.3. 11' 9' 14' 23' 23'3" 22'9" 23' 3'11-1/2" 7'1/2" 4'11" 4'1" 7' 7' 2'5-1/2" 13'5-1/2" 7'1" 7'4-1/2" 13'S-1/2" 2'5" 16'4-1/2" 6'4-1/2" 6'8-1/2" 11'11" 4'4-1/2" � Z 4'5-1 2" 18'6-1/2" 18'6" 4' 4'2-1/2" 18'6-1/2" 15'9" 7'3" � � I� � w o m rn 6046 S IDER --------------- 60 6 SLIDER -_ N • O � DW � i ' � �- - CV ,.,,,, .,, 6046 SLIDER � � N � O � DW��-------- � N 6046 LIDER A C7 � 3 �O N PANTRY � i -- -------------r�W I O� � � � � � �� z 3 a r'DW it � � �----i i�`� _ i ���\ i N �' PANTRY = N ' i i i i �_ _ � � PANTRY N ' �i N i i _ � Q, `� � � KITCHEN ' � � � 16 TREDS � � '� � I � � � ' ` \ � � WSEC CREDIt 5a .5 credits i ( ) i TRITON BOWE BY KOHLER (FAUCET) - K-800T70-4AKL-CP 1.0 GPM � FOR ALL UNITS) __ i i i - O - N � � � N 2 I O ' ' N � � I � i ' - KITCHEN i O t\ 7.625" RISE •� � � o 6046 LIDER TYP � � � � � I N i � (TYP � O � � � � � N N KITCHEN � � Up •� 5 40 i� � � � N O , i i � O i �� i ' COAT HOOKSI i N �_ �. i ,_ i i i i � BENCH �- i i N O � � KITCH =_ � OAT HOOKS/ N BENCH � � I � �-° 1-1/2" i � 4' 2'1" 4' 7' 4'11-1/2" - - `-� N N � � � 4' U - 5'3" 4' 2'1" 4' 7' 4'11-1/2" `t 4'3-1/2" N W5EC CREDIT a (.5 credits) O � DUCTLESS INDOOR DINING TRITON BOWE Y KOHLER (FAUCET) K 800T70 4A L CP 1.0 GPM � (TYP FOR ALL NITS) � � � DOWN o UNIT LOCATION � N i ,, U N 1T 18 1� N � � DINING _ N �- � � GREAT ROOM N ~ O DOWN 0 103 6 4 2'1 � DINING � DUCTLESS INDOOR N HIGH EFFICIENCY HVAC EQUIP. � (� O � P DINING � N UNIT LOCATION � DUCTLESS SPLIT SYSTEM FOR M • • !�-� O � � � LIVING AREA _ � _ � DOWN � F � _ �; � O � � � 42-1/2 611-1/2 2 -1/2 29-1/2 152-1/2 110 ' • DUCTLESS INDOOR DUCTLESS INDOOR UNIT LOCATION �O � ' 24 ® O �� N O � � � � 4 8 cq - r UNIT LOCATION 2 _ 13 6 1/2 110 CIS 7.625" RISE N cN � , N STORAGE N UNIT 14 UP � _ �� � _ �� c� � GREAT ROOM � 1/2 53 1/2 � 1'10" 13'6-1/2" 2'8" UNIT 17 LECTRIC (REPLACE OWDER _ o � Q � N _ N HIGH EFFICIENCY HVAC EQUIP DUCTLESS SPLIT SYSTEM FOR ELECTRI 2' 13'6-1/2" 1'10" O � � GREAT ROOM � � � ° `0 U ° LIVING AREA U N f T 16 '7-1/2" 5'4" � HIGH EFFIGIENGY HVAC EQUIP O 2a _ ° FIREPL ELECT I � GREAT ROOM DUCTLESS SPLIT SYSTEM FOR LIVING AREA O N � FIREPL E ECTRIC � � O ELECTRIC =_ r�, � W 16 THE S >.` POWDER 7.625" I S N � - cN � Q � � I EPLACE HIGH EFFIGIENGY HVAC EQUIP. DUCTLESS SPLIT SYSTEM FOR � � �� � �� 4 17-1/2 a O FIREPLACE DUCTLESS INDOOR � ' • 0 � � LIVING AREA PO DER - N --_______ _ ___- O r T, W 5050 UNIT LOCATION � .n, UNIT 15 24 � N 2620 TYP L GREAT ROOM N - 50 C 0 CF N P � 4 ZO HIGH EFFICIENCY HVAC EQUIP � � ° ' • • � DUCTLESS SPLIT SYSTEM FOR c� 2620 9060 D CFM LIVING AREA - � O L(� N - - _ _ _ _ _ - 2620 � __ <o �------ - ------ ° � 9060 2620 -_ _____ ____ �o ------ ------ �9 9060 U 4' 4' 2'11-1/2" 4' 5'6" 5'6" 2'5-1/2" 4'6" 5'6" 5'6" 5'6" 5'6" 4'6" 2'5-1/2" 2'2-1/2" 4'6" 5'6" 5'6" 5'6" 5'6" 5" 2'2" 5'5-12" 1'6" 3'6" 6'1" 1' 8' 2' 6'11-1/2" 11' 5'1/ 6'11-1/2" 11' 5'3-1/2" 5'1/2" 11' 6'11-1/2" 6'8-1/2" 11' 5'3-1/2" 2'2" 11' � 9'7" 4' 23'3" 23' 23' 22'9" w 126' � ��/ F-=� WSEC CREDIT 5a (.5 credits) TRITON BOWE BY KOHLER (FAUCET) w K-800T70-4AKL-CP 1.0 GPM [--� (TYP FOR ALL UNITS) w CIS F-� NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LE55 THEN 5.7 SQ.FT. �.ZD.Z1 2. A MIN. CLEAR HEIGHT OF 24" REVISIONS: 4. FINISHED SIL HIEIGH� OF� OT MORE THAN 44" ABOVE THE FINISH FLOOR. 4.6.21 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @FURNACE /_ �7 V / 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR . .22 UNHEATED T BE SEALED PER SEC. 402.4.1.1 WAG 7.30.22 •MIN. HE DR M CLE R NCE F - 15 RE DIN LL 8.16.22 HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING 1ZEQUIIZEMENTS: 0 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE � 2X4 @ 16" O.G. -•gill I�IIIIII REQ'D BY CITY CODE PRINTED: •EXPANSION TANK REQ'D ON EACH HOT WATER TANK. ®2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. SCALE: 1/4" = 1'-O" •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE 1 HOUR WAII H/A6 OUTSIDE 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. UNIT 14: (LIV) 744.75 SQ. FT. 8.1C.22 •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED SITTING ON TOP OF A 8" FOUNDATION WALL. UNIT 15: (LIV) 822.93 SQ. FT. OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 UNIT 16: (LIV) 822.31 SQ. FT. OF IT5 VERTICAL DIMENSION. @THE LOWER POINT, A MIN. -'i UNIT 17: (LIV) 730.07 SQ. FT. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE CONTROLS W/ THE STRAPPING � !� � WEATHERSTRIP & INSUL. TO R-49 UNIT 18: (LIV) 657.19 SQ. FT. •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT v_ -`� TOTAL - 3,807.25 5Q. FT. •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR DISPOSAL IN SINK � CARBON MONOXIDE DETECTOR •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 PER IRC 315 INSULATION PER 2015 WSEC SEG 403.5.3. 11' 9' 14' 23' 23'3" 22'9" 23' 3'11-1/2" 7'1/2" 6'2" 2'10" 7' 7' 2'5-1/2" 13'5-1/2" 7'1" 7'4-1/2" 13'S-1/2" 2'5" 4'2-1/2" 12'2" 6'4-1/2" 6'8-1/2" 11'11" 4'4-1/2" � Z 8'9" 14' 14'2-1 2" 9'1/2" 9' 0-1/2" 12'10 1/2" 12'11-1 2" 10'1/2" � � cV �. � � �___________ CV i I � I I � � = � N � N I �I I � �o � LO � � � Q �� � � • V � � w A C7 z �,,,� A a � � pq o m o. 3 0 g a N o o I SLIDER ---- 2640 I ' �-----__ :,-_�------------------------- 604 SLIDER I ' ------------� 6040 LIDER � �-------.,------------------------------ 1 2640 i o , � cN 50CFM � 6040 SLIDER L � 44" MAX SILL HEIGHT BATH . -gyp o -1/2" CV o N 24 �' � � � �� � _ BEDROOM #1 _ D N TYp 3° - CV Q � O . 2 = 24 ® - Lp i p - 6068 BYI'A55 � ' _ + 4�4�� 4' � -1/2" 3 _�-`----------•'� � � �� � � 3 21/2 U N 14 BATH ° I s - N BEDROOM #2 � � � � 50 CFM � � �� 5X3-9 QW � � 620 5.G N VAULTED AREA � "MAX SILL HEIGHT=___�.__�_ N � "" - /9016 TR NSOM I � � , , � � , ------- - -J � , � - � 2620 � � --------------� 6040 SLIDER 44"M BED N � ' � � 5 � X5ILLHEIGHT N � � OOM #1 N N N � � � � _ N _ � �� � 10-1/2 4 0-1/2'� o BATH 5 5'S-1 2" � 44"MAX SILL HEIGHT _ � o I N I �_ i l� • i 24 BATH CFM � � _ � � ,� _---------------�---------------, Q BEDROOM #1 N I ,120CFM I�H2OL-E-----, i A N F; � HO vT� I O� �--------.D. --------------'�---------------' i I CV I 4'3" 4'3" � 46 8 Y FOLD � I N o I 6068 BY pA55 = N � N � � - -------------------- � 0 � . 0 � N � � �� p ' (2) 5068 BY PASS N 16 No � 3,1�, 6�4�� � �� `� I � � N ° I � O i = � � �� ' N 4 55 � UNIT 18 c� BEDROOM #2 0 • `� 2 50 FM ' � BATH _ I - N I � 'X ' i � S R � VAULTED AREA 620 S. I ;�� ".--"' , 44" MAX SILL HEIGHT � `��' _ __= =�" ----� � i 904E /9016TRA SOM �------- ------ I i i - - _ _ _ _ _ _ _ --- � I � � ' � � _ i -- ------------------------------ 44" MAX SILL H BEDR00 � � � 3�2�� �9-1/2�� 3�6�� IGHT #1 5�3-1/2" o • 50 G 0 � BATH - _ 0 44" MAX SILL 24 BEDR00 - - � - r- � 3 ® � �� � �� � �� 31 9-1/2 37 HEIGHT #1 � �� 53-1/2 - i� � -gyp i i B �� � � 2 �i WIC ® N � 24 O � � `r �- 50 � I � ______________ I 0 3° � � �� 43-1/2 N � �� 43-1 2 Q H � MM F�--I � � ~� � � Q r ) O v � � Q w OQ � 0�0 N CV � N � � � �I O w _ N O r- = � _� ' - � 3" 2'1/2' 2268 P.D. WIC - - � � o � � �, � 4 111-1/ DOWN 2268 P.D. WIC I � � I � ' I i I � N 1 o USE FA u. o. _ _ --------�-- ---�` � '� ___`� � �_---- �' _ _� --------- -- i I i ' - - i � '�I i I � P � ' 3�9�� 1' � " � O � � 5'3-1/2" 2 -1/2" '5-1/ ' 2' c�1 N \1 /2" 1'8-1/2" i � i i � ; I , WIC � �, , ,� 37 15 WIC 2268 P.D. D" 2268 PD. WIC � --- o� = z ' --3-c¢t-'a --�_� w, o � ,, _______. ,, � � i � � , � TYp 5 8 �� 3�4�� 4 68 LINEN 28 o 3�9�� � WIC �� � �� -1/2 37 i i �� �, i � _ N � - - - - - - - - - - - N - - N ,� ,� , �, ° 8 � � N UNIT 17 BEDROOM #2 N � ' � N -------------------- VAULTED AREA 44" MAX SILL HEIGHT o � a 0 50 CFM � �� 2268 P.DQ � � � � � o � BATH 50 CFM 3° N � � - � � UN[T1�O � BEDROOM #2 � � VAULTED AREA 2 D 44" MAX SILL HEIGHT C9 _ _ _i_ ____ .__'�_ _ _ 904E /9016 TRA 50M � -------------- __------------ I � ,_ --- ---------- � - 4 o � o � � 50 CFM BATH O N � N � _ ;cv---- �� �� ;�� ----- - �, - - HOlJ9� FAN i, yT�o' � __ - ------ -------------------- - - � �_ - � UNIT15 BEDROOM #2 CV � N ---------------- VAULTED AREA 44" MAX SILL HEIGHT 226 PD. o � � � N � � BATH 50 FM - � N mil- 5 60 5X4 � � � 620 S. �_, ,,", I�'=-"-"_ 5'X3'-6" � -- ---___-- ---------------------------- 2620 =—=-_-_----- I _ _ _i i I � _ <o - � 2620 I�—_�-"--_--- I I 904 � -- - �- _ ------------ 5' 3'-6" � 620 5. 2620 904E /9016 TR NSOM 620 S.G _� _ ___=_ -_ - , � i � I � 90 - I , -- �__ _________________________ _� 6 /9016TR N50M _ - - -. _ I -- ------------------------- , -J U 4' 4' 2'11-1/2" 4' 5'6" 5'6" 2'7" 2'5-1/2" 2'5-1/2" 4'6" 2'4" 2'11-1/2" 5'6" 5'6" 4'6" 2'5-1/2" 2' -1/2" 4'6" 5'6" 5'6" 2'4" 2'11-1/2" 5'6" 5'6" 7'5" 1' 8' 2' 6'11-1/2" 11' 5'1/2" 6'11-1/2" 11' 5'3-1/2" 5'1/2" 11' 6'11-1/2" 6'8-1/2" 11' 5'3-1/2" 2'2" 11' 9'7" � 34' 23'3" 23' 23' 22'9" w 126'�/ OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION U51NG EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. F-=� W RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. W i�1g43 REGtST EO A ECT � � Q2_,v- �•�--�-� suwo�,� paR�rvs�c� F--� srAiE QF WASHiN�;�"Qly NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PEP MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LE55 THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24" �.ZD.Z1 4. FINISHED SIL HIEIGH� OF� OT MORE THAN 44" ABOVE R V S ONS: �u THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE n B `�• Aug 06 2021 6.ALL WI NDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •MIN. HEADROOM CLEARANCE OF 7'-6" 15 REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING 1ZEQUIIZEMENTS: 0 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" D.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE � 2X4 @ 16" O.G. REQ'D BY CITY CODE •EXPANSION TANK REQ'D ON EACH HOT WATER TANK. ®2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE 1 HOUR WAII H/A6 OUTSIDE 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED SITTING ON TOP OF A 8" FOUNDATION WALL. OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. -•il����llllll SCALE: 1/4" - 1'-0" PRINTED: 4.6.21 DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT •1" AIRGAP REO'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM i ��'i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � �� � WEATHERSTRIP & INSUL. TO R-49 V -� 120V SMK DET W/BATT BACKUP INTERCONNECTED O ( ) UNIT 14: (LIV) 662.21 5Q. FT. UNIT 15: (LIV) 750.97 5Q. FT. UNIT 16: (LIV) 750.81 5Q. FT. UNIT 17: LIV 658.57 SQ. FT. ( ) UNIT 18: (LIV) 589.61 SQ. FT. •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 � CARBON MONOXIDE DETECTOR PER IRC 315 TOTAL = 3,412.17 SQ. FT. INSULATION PER 2015 WSEG SEG 403.5.3. 11' 9' 14' 23' 23'3" 22'9" 23' 3'11-1/2" 7'1/2" 6'2" 2'10" 7' 7' 2'5-1/2" 13'5-1/2" 7'1" 7'4-1/2" 13'S-1/2" 2'5" 4'2-1/2" 12'2" 6'4-1/2" 6'8-1/2" 11'11" 4'4-1/2" � Z 8'9" 14' 14'2-1 2" 9'1/2" 9' 0-1/2" 12'10 1/2" 12'11-1 2" 10'1/2" � � N �. � � �___________ CV i I � I I � � = � N � N I �I I , � _� _ �o �9 � LO � � � Q �� � � • V � � w A C7 F�r �,,,� A a � � f�0 o m rn 3 0 g° a N o o I SLIDER ---- 2640 I ' �-----__ :,-_�------------------------- I ' ------------� 604 SLIDER 6040 LIDER � �-------.,------------------------------ 1 2640 � � , � cN 50CFM � 6040 SLIDER L � 44" MAX SILL HEIGHT BATH � � -gyp ° -1/2" CV ° N DUCTLE551NDOOR 24 UNIT LOCATION N � i i u � BEDROOM #1 _ N TYp ° O N Q � O � 2 = 24 ® - Lp i p - 6068 BYI'A55 � ' _ + ' 4�4�� 4' � -1/2" 3 _�-`----------•'� � � �� � � 3 21/2 U N 14 BATH 0 I 3 N BEDROOM #2 � � � � 50 CFM � �� 5X3-9 QW ► � _ VAULTED AREA ---------------- i----`==-=�'=--- r - - N MAx SILL HEIGHT ' N /9016 TR NSOM I � � --------- , I ' DUCTL ------- - -J � i UNIT L � - � 2620 � ��. � --------------� 6040 SLIDER 44"M BED N � ' � � 5 � X5ILLHEIGHT N � � OOM #1 N N N t\ � � _ N _ - � �� � 10-1/2 4 0-1/2'� o BATH 5 5'S-1 2" � 44"MAX SILL HEIGHT _ � o I N I �_ i C'7 • � 24 BATH CFM � � _ � � ,� _---------------�---------------, Q BEDROOM #1 N I ,120CFM I�H2OL-E-----, i A N F; � HO �T� � i O� �--------.D. --------------'�---------------' i I _ - 4'3" 4'3" N 46 8 Y FOLD � N I 6068 BY pA55 = N 3� N � -I -------------------- � 0 � . � N r o ' (2) 5068 BY PASS N No � 3,1�, 6�4�� � �� `� I � � N o ' • O i = � _ � � �� ' N 481/2 47 I UNIT 18 c� BEDROOM #2 0 • `� 2 50 FM ' � BATH - � -I 'X ' i DUCTLESS INDOOR - 5 • R ��.-.I UNIT LOCATION 1 __ , VAULTED AREA -- 44" MAX SILL HEIGHT == ----� � i 904E /9016TRA1 SOM �------- ------ I i i - - _ _ _ _ _ _ _ --- �,_ _ � ------------------------ -� ; � � _ i - -- ------------------------------ 44" MAX SILL H BEDR00 <9 � � • 3�2�� �9-1/2�� 3�6�� IGHT #1 5�3-1/2" o • 50 G 0 � BATH _ _ 0 44" MAX SILL 24 BEDR00 _ - � _ r- � � 3 ® � �� � �� � �� 31 9-1/2 37 HEIGHT #1 � �� 53-1/2 - i� � -gyp i � B � � � 2 I � WIC N � Za O ° � <p `r _ - N - O � � _� ' - � 3" 2'1/2' 50 � � , i ______________ I 0 30 � � �� 43-1/2 � �� 43-1/2 Q H � M F�--I � � ~� � � Q r ) V O Q l w !'~ OQ � 0�0 CV CV � N � � � �I O I�---I w 2268 P.D. WIC - � � o � � �, � 4 111-1/ 2268 P.D. WIC I � i I � ' I i I � DOWN N 1 o USE FA � u. o. o _ i � i i � ; I , _ --------�-- ---_�� � '� ---`� � �_---- �' _ _� --------- -- i I i I ' - - i � �� i I � P � ' 3�9�� 1' � " • O � � 5'3-1/2" 2 -1/2" '5-1/ ' 2' c�1 N \1 /2" 1'8-1/2" WIC � �, , ,� 37 15 WIC 2268 P.D. D" 2268 PD. WIC --- o� = z ' --3-c¢t-'a --�_� w, o � ,, � _______. ,, � � i � � , � � i i �� �, i TYp 5 8 �� 3�4�� 4 68 LINEN 28 o 3�9�� WIC �� � �� -1/2 37 � _ N � - - - - - - - - - - - N - - N ,� ,� , �, o N 8 � UNIT 17 � BEDROOM #2 N � � � N UCTLE55 INDOOR NIT LOCATION ____________________ 2620 - VAULTED AREA ��� � � � `_ �'� ' - 44" MAX SILL HEIGHT �--�`-------- � 904E /9016 TR NSOM i _ _ i � � o � ° 0 O 50 CFM � �� 2268 P.DQ � 3o N � � � � � � - o � � BATH • UN[T1�O � BEDROOM #2 50 CFM � � 5'X3'-6" � DUCTLE551NDOOR ----- UNIT LOCATION 620 S.G ,�,, VAULTED AREA 2 O _�_ ___=_-_ - 44" MAX SILL HEIGHT C9 _ _ _i_ __�• .�_'�___ _ , � 904E /9016 TRA 50M � i �-------------- __---------- I I � � ,_ --- ---------- � - 4 ° � ° � � 50 CFM BATH O = N � N _ _ _ _ _ _ _ _ ;N.--- �� �� !C'�� `---- - ., - - HOlJ9� FAN i, yT�o' � ------ -----_ � ________ --�' - - � �_ � - � UNIT15 BEDROOM #2 c� � N 551NDOOR CATION ---------------- VAULTED AREA 44" MAX SILL HEIGHT 226 PD. � � � N � BATH 50 FM N �1- 5 60 5X4 � ► � ,�'�, 1 � =' � = � _ _ - - - _ _ _ _ _ ----------------------------� 2620 �� �'�� ^--�`------ � -'�� �'� � 904 � I�; � i_ _ - _________,_+ ------------ 5' 3'-6" ► 620 5. 2620 90 - - � - , -- �--------------------------- -� 6 /9016TR N50M - -_ _ I -- ------------------------- , -J U 4' 4' 2'11-1/2" 4' 5'6" 5'6" 2'7" 2'5-1/2" 2'5-1/2" 4'6" 2'4" 2'11-1/2" 5'6" 5'6" 4'6" 2'5-1/2" 2' -1/2" 4'6" 5'6" 5'6" 2'4" 2'11-1/2" 5'6" 5'6" 7'5" 1' 8' 2' 6'11-1/2" 11' 5'1/2" 6'11-1/2" 11' 5'3-1/2" 5'1/2" 11' 6'11-1/2" 6'8-1/2" 11' 5'3-1/2" 2'2" 11' 9'7" � 34' 23'3" 23' 23' 22'9" w 126'�/ OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION U51NG EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. F-=� W RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. W F ---1 r� V J F-� NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PEP MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LE55 THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24" �.ZD.Z1 4. FINISHED SIL HIEIGH� OF� OT MORE THAN 44" ABOVE REVISIONS: THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED 4.6.21 FRESH AIR SUPPLY @ FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR �7 /_ . / .22 V UNHEATED T BE SEALED PER SEC. 402.4.1.1 WAG 7.30.22 •MIN. HE DR M CLE R NCE F - 15 RE DIN LL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE 8.16.22 ADDITIONAL PLUMBING 1ZEQUIIZEMENTS: 0 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPANSION TANK REQ'D ON EACH HOT WATER TANK. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. � 2X4 @ 16" O.G. ®2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. 1 HOUR WAII H/A6 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. SITTING ON TOP OF A 8" FOUNDATION WALL. -•�II��IIIIIII SCALE: 1/4" - 1'-0" PRINTED: 8.16.22 DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT •1" AIRGAP REO'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM i ��'i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � �� � WEATHERSTRIP & INSUL. TO R-49 V -� 120V SMK DET W/BATT BACKUP INTERCONNECTED O ( ) UNIT 14: (LIV) 662.21 5Q. FT. UNIT 15: (LIV) 750.97 5Q. FT. UNIT 16: (LIV) 750.81 5Q. FT. UNIT 17: LIV 658.57 SQ. FT. ( ) UNIT 18: (LIV) 589.61 SQ. FT. •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 � CARBON MONOXIDE DETECTOR PER IRC 315 TOTAL = 3,412.17 SQ. FT. INSULATION PER 2015 WSEG SEG 403.5.3. RIDGE CRICh�ET CRICKET CRICKET w n Cll�l'I]�1 CRICKET w w � n_ CRICKET o � CRI CRICKET ROOF VENTILATION UNIT 14 ATTIC VENTILATION REQ'D 1 S.F./300 S.F AREA = 744.75/300 X 144 = 357.48 5.1. REQ'D EAVES 95 L.F X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 446.50 S.I. = 124% ROOF JACK 51 5.1. / EACH f ROVIDE 4 JACKS = 204.00 5.1. = 57% UNIT 15 ATTIC VENTILATION REQ'D 1 S.F./300 S.F AREA = 822.93/300 X 144 = 395.00 5.1. REQ'D EAVES 55 L.F X 4.7 5Q IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 258.50 S.I. = 65% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 5.1. = 51% UNIT 16 ATTIC VENTILATION REQ'D 1 S.F./300 S.F AREA = 822.31/300 X 144 = 394.70 S.I. REQ'D EAVES 52 L.F. X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 244.40 S.I. = 61% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 5.1. = 51% UNIT 17 ATTIC VENTILATION REQ'D 1 S.F.1300 S.F AREA = 730.07/300 X 144 = 350.43 5.1. REQ'D EAVES 46 L.F X 4.7 5Q IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 216.20 5.1. = 61% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 S.I. = 61% UNIT 18 ATTIC VENTILATION REQ'D 1 S.F1300 S.F AREA = 657.19/300 X 144 = 315.45 S.I. REQ'D EAVES 75 L.F. X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 352.50 5.1. =111% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 5.1. = 64% w � > n Ag43 REGtST EO A ECT r—� suwo�,� paR�rvs�c� srAiE QF WASHiN�i]"QN zl= � � N F.y o m w � � V Jl N W w A o rn TYPICAL ROOF CONSTRUCTION COMPOSITION ROOFING BLOW ATTIC INSULATION R - 49 FLAME SPREAD 7/16" OSB 1200E DIAPHRAGM, U.N.O. NOT TO EXCEED 25 AND 2X ENGINEERED TRUSS � SMOKE DENSITY NOT TO Z 8d @ 6" 0 C EXCEED 450 IN ATTIC �� � C7 m USE Af PROVED REGI�T �0 � v� 2X SOLID , . INSULATION BAFFLE A ECT � � w BLKG. W/ V� HOLES AS REQ. W/ 1" MIN. AIRSPACE \ ABOVE INSULATON ������ SLAWDMI� PakDWSKI Q (� � STATE DF W►4SFiIlvtiTQN ° __ - - H-1 OR EQUAL @ � z r EACH TRUSS PER � � a I r \ SHEARWALL SCHD. � (� 7/16" OSB -FOR NAILING 5/8i' GWB, (2-LAYER � � � o REFER TO SHEAR 5/8 GWB IF 1-HOUR WALL SCHED. � � 5/8" GWB (2) 2X6 TOP f L a B TYP. ROOF CONSTRUCTION c D ., ., ., ., FLOOR -CEILING SYSTEMS, WOOD FRAMED .-------- 2x6 oR 2X4 FRAMING As per applicant, install fire -retardant GA FILE N0. FC 5011 PROPRIETARY' 1 HOUR 60 to 64 STC @ 16" o.c. EXTERIOR WALLS treated plywood for at least 4 feet on both FIRE souND i R21 INSULATION IN WOOD I -JOISTS, WOOD STRUCTURAL PANELS, GYPSUM 1 HOUR • FLOOR TOPPING, RESILIENTCHANNELS,GLASSFIBERBATT EXTERIOR WALL GA FILE NO.WP810s GENERIC sides of the common walls In accordance OR LOOSE FILL INSULATION, GYPSUM WALLBOARD - � � � FIRE BaselayeNh"proprietary typeXgypsumwallboardorgypsumveneerbaseappliedatright j 5 /8" TYPE "X" GYPSUM GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS angles to resilient furring channels 24" o.c. (16" o.c. when insulation is used) with 1" r WALLBOARD with IRC 3 02.2 . T Type S drywall screws 16" o.c. Gypsum board end joints located midway between EXTERIOR SIDE: One layer 48" wide 518" type X gypsum sheathing applied parallel to continuous channels and attached with screws 8" to additional pieces of channel 60" 2 x 4 wood studs 24" o.c. with 1 3I4" galvanized roofing nails 4" o.c. al vertical joints and O long located3"back oneithersideofendjoint. Resilient channels applied at right angles � - - - 7" o.c. at intermediate studs and top and bottom plates .Joints of gypsum sheathing to minimum 10" deep wood I joists spaced a maximum of 19" o.c. with 1+1a" Type S � N drywall screws. Face layer+/z" proprietary type X gypsum wallboard or gypsum veneer Approx. ceiling GA FILE # WP 3605 may be left utreated. Extrerlor cladding to be attached through sheathing to studs, base applied at right angles to resilient furring channels 151a" Type S drywall screws 8" Weight: 3 psf STC 30-34 O o.c. and 1+h" Type G screws 8" o.c. at the butt joints loctaed mid span between the Fire Test: ULR1319, 05NK04589, Please provide listed assembly per R302.2 t0 INTERIOR SIDE: One layer 518" type X gypsum wallboard, waler-resistant gypsum APPLY 5 / 8" TYPE X GWB OR EQU IV • • resilient channels. Glass fiber insulation secured to subfloor or loose fill insulation 2-4-05; UL R1319, 1 HOUR F.R. backing board, or gypsum veneer base applied parallel or at right angles to studs with ON TRUSS BEFORE PLACEMENT � � applied directly over gypsum board. Wood I joists supporting 791az" wood structural panel OSNKOsa96, 3-31-05; the b u i I d i n g i n s pe eto r. This s h a I I be done at subfloora lied at ri ht an les to'oists with construction adhesive and 6d rin shank g 6d coated nails 1 7!8" long, 0.0915" shank, 1(4" heads 7" o.c. LOAD-BEARINGI ROOF (TO BE INSPECTED BEFORE PLACEMENT) PP 9 9 1 9 ULDesi nL570 time of pre -con inspections and framing. No nails 12" o.c. Minimum +/z" proprietary gypsum floor topping applied over subfloor. Sound Test: RAL OT03-05, 4-22-03; Thickness: Varies TRUSS STC rated with I 'oists s aced 24" o.c., 3+/:" lass fiber insulation in Dist s aces, zla" RALOT03-07,4-zs-o3; walls shall be covered rior to ins eetion. O I� 1 P 9 I P p p Approx. Weight: 7 psf ,C., ro rieta um floor to in oured over +la" ro rieta sound reduction mat, and RAL OT03-09, 6-18-03 p p ry 9yRs pp 9 p p p ry Fire Test: See WP 3510 with finish flooring of sheet vinyl, engineered wood laminate, and ceramic tile. (STC 64 IIC &Test: (58 sheet vinyl), GYPSUM WALLBOARD, WOOD STUDS 1 1 1 1 1 1 1 when sheet vinyl or engineered wood laminate is applied to floor; STC 66 when tested RAL OT03-O6, 4-22-03; {UL R3501-47, -48, 9-17-65, with ceramictileappliedtofloor.) (s2engineeredwood ONE LAYER 5/8" TYPE X PLAIN OR PREDECORATED laminate) RALOT03-08, GYPSUM WALLBOARD, WATER RESISTANT BACKER UL Design U309; � O � /'�� PROPRIETARY GYPSUM COMPONENTS UL R1319-129, 7-22-70, � V J 4-2s-o3; BOARD OR VENEER BASE APPLIED PARALLEL WITH OR United States Gypsum Company - �/i' SHEETROCK® Brand FIRECODE®C (54 ceramic tile) UL Design U314j 2 X BAC I<I N G APPLY 5 / 8" Core Gypsum Panels RALOT03-10,6-18-03 AT RIGHT ANGLES TO EACH SIDE OF A 2X4 WOOD STUDS n - LEVELROCK®Brand FloorUndedayment 16" o.c.W/ 6d COATED NAILS. 1-7/8" LONG, 0.0915" SHANK, TYPE X GWB r 1 Ir-�-�l 1/4" HEADS, 7" o.c. JOINTS OF SQUARE EDGE, BEVEL EDGE U W OR PREDECORATED WALLBOARD MAY BE LEFT EXPOSED. � O STAGGER JOINTS EACH SIDE. O (LOAD —BEARING) .. � N Q GARAGE WALL 1/2" os6 � W F G FIRE SEPERATION SPACERS ON WALL BEFORE PLACEMEN QUIV (TO BE INSPECTED BEFORE PLACEMENT) LL STAIRWALLS BLOCKED � 2X FIRE BLOCING VERT. & HORIZ. @ 10' O.C. EXTEND HANDRAIL: THIS WALL TO BE INSPECTED FOR 5/8" / BEYOND TREAD NOISING TYPE X GWB BEFORE WALL INSTALLED NOTE. HANDRAIL MUST- / ( ) 2X6 HEAD PLATE - BE 34" TO 38" MAX. � - 6" PRIVATE - RESIST 200# LOAD P Cl - 12" PUBLIC TOP R21 INSULATION UNIT 1 UNIT 2 - 12"PUBLIC BOTTOM - 1 1/4" - 2" DI NT. -AND RETURN OR CONT. HEADER PER PLAN PROVIDE FIRE BLOCKING 2X PLATE TYP. FLOOR CONST. W/ 1 1/2" ROM WALL HORIZONTALLY AT INTERVALS MAINTAIN CONTINUOUS 5/8 TYPE X CARPET & 1/2" REBOND PAD (2) - 2X HEADER W/ R10 INSULATION 16d @ 6" O.C. _ X4 THRUST BLOCK NOT EXCEEDING 10 FEET GWB BETWEEN FLOOR TRUSSES 3/4" T&G SUBFLOOR LEDGER OR JST. HGRS. ROUGH OPENING AT PARTY WALL 8d @ 6" O.C. R-30 INSULATION � FOR CARRIAGE SUPPORT ___ o (3) - 2X12 STRING S - � EA. SIDE & O. 3/4 PLY SECOND FLOOR TJI PER FRAMING PLAN � 1 1/4" -2" DIA. LSL RIM JOIST o TREAD � STAIR NOSING TO BE 2 ROWS TOE NAILS 5/8 G.W.B. _ - REFER ROUNDED &SLIP RESTANT ( ) � � FLR LAN 16d @ 6" O.C. � 2X JOIST � N _ „� I— � 5 /8" TYPE 'X' GYP. BD. H Z Cn ,,,, � @ AREAS ACCESSIBLE (2) 2X TOP PLATE � w � UNDER STAIRS R-21 INSULATION � 14" 2X FLOOR TRUSS 5/8 TYPE X GWB 2X4 FIREBLOCK @ MIDPT. �� SEE DETAIL E /A6 w - - - OF EA. STAIR RUN STRINGER @WALL 2X FIRE BLOCKING UNIT 2 ��j (2) 16D @ 16" O.C. �—+ w UNIT 1 APPLY 5 /8" TYPE X GWB OR EQUIV �j I TYP. NON -SW EXT. WALL STAIR SECTION K L INSULATED HEADER ON WALL BEFORE PLACEMENT ���--1++ (TO BE INSPECTED BEFORE PLACEMENT) SCALE: 3 / 4" = 1' - 0" � � . No SCALE CJ� (11) SIDING f ER PLAN 5/$" TYPE X GWB ~ 1f2�� � &� �fER (10) 15# FELT THIS WALL TO BE INSPECTED FOR 5/8" ���. �HEETK � �TUD� � 1O" 0 � (9) HEAD FLASHING Z METAL @ TYPE X GWB BEFORE WALL INSTALLED EXPOSED WINDOW (4) 4" MIN MOISTOP SELF -HEAL 1�2" � �HT�. PEf� — R-� IN�LLL�1•IOf�I PAPER OK EQUAL GARAGE SLAB �..� �1�+ HEDULE SHEATHING � CST SILL C'L V�� �.8. (2) WINDOW FRAME ' i�' '�� ���_ �EI,J_ �IOTE�, U.0_hl � � � � � (3) MOISTOP STICKY SELF -HEAL OR • il• • .�� ��� �4 HOPS. OONT. �,atiR ,� 2X6 STUD WALL ,� WELDED ANCHOR BOLTS HEAD EQUAL BUTTED TO WINDOW AND #����� ��� � ��„ �,� by WIRE MESH PER SHEAR WALL �i I 6" MIN OVER WINDOW FASTNERS . �• �y SILICONE ULR �E�,_ SCHEDULE ,i I 7 15# FELT f THEf�MAL ��E�� (1) #4 CONT. ' (8) TRIM .' REft��a: E�C7E RIOR SLAB f JAMB I 2.4: 06 2021 f � ';:;::; ...•� ' (11) SIDING PEIZ PLAN ' . ' . ' . . • Y� •,� `� :� S,�'r #4 @ 12" O.C. IT OF EDMONDS � <�<� � / � 18 CAULK .'.'.'.'.'.'. '.'.'.'.'.'.'. 4• E�L PMENTSERVICES � � �PARTMENT �� t < < 18" - 6 MIL : Y�Y'rY � WINDOW NAIL �� TOP EDGE LOWER FELT k , • POLY •:w•:•:•:•:•. •:}•. �� � FLANGE � ... 4"GRAVEL ••• �` SILL i (1)30#FELT PAPER, WRAP '.'•�•'.'•�•' •�.•. _ , 4 , � 4" CONC SLAB W/ � .•.•.• •.•.• ' " BASE 16 � i— _ i LAP UNDER WINDOW BEFORE — — _ — WINDOW INSTALLATION. — I I I I I I I I I I I I - _ ::�:�::�:�: I I I I I � rr 6X6X#10 W.W.M. � - - '- - - ' - - '- - - ' I � .. � 4 COLIC_ OL�tF DER MIN :.:.:.:.�:.:.:.::.:�::.:.:.:. �" MIL POLY \ 4" FOOTING DRAIN (5) 30# FELT .::':':'::"':':' :'::: � �" �PAt�lUL1� FILL \ (2) #4 CONT. �� (6) 4" TAPE SEAL OVER FLANGE BUT NOT UNDER JAMB FELT TYP. NON STRUCTURAL PER PL�v �'1C� IN�LIL}4TION ��4"� \ (11) SIDING PER PLAN PRINTED: lJN PE R �L}�F FOOTING TYP. EXPLODED 4.6.21 M ISL. SLAB FNDN. N - o P WINDOW FLASHING PARTY WALL • - - � � • SCALE: 3/4"=1'-0" � � • NUMBERS INDICATE ORDER OF APPLICATION N.S. z ROOF MATERIAL �� r ►� � PER STRUCTURAL ENGINEER v "' N fC/� CT L� I� O i jl�G 4i 1.71 ��'Q � � o A i.r r T 1 W N 4/12 PITCH ���- *��^r"�-� ^ A 0 SLAWDMl� P(3kDWSK1 Q (j o STATE QF W►gSFiIIvtiTQN �� Z 3 � i..i a 24" CARDBOARD BAFFLE � Q ALLOW FOR 1" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION • V �„� o �--I SOLID SHEATHING OR GDX PLYWD WHERE EXP05ED TO WEATHER 1X FASCIA BD. �-49 W/ METAL GUTTER 2X BIRD BLK'G W/ 2" SCREENED VENT HOLES WITH 1/4" R-21 CORRPSION RESISTANT METAL MESH COVERING LIVING AREA • �O 00 1/2" GYPSUM WALLBOARD, TYP W/PVA VAPOR BARRIER @WALL AND CELINGS F---1 O �� ENGINEERED JOISTS,SIZE AND � O � SPACING PER PLAN OR 2X JOIST � n� FIN. FLR._ � n 1-�--� !r Tom, TOP PL. � , O OO N Q 1/2" GYPSUM WALLBOARD, TYP N �`"� W/PVA VAPOR BARRIER @WALL AND CELINGS LIVING AREA U ENGINEERED J015T5,SIZE AND SPACING PER PLAN OR 2X JOIST W FIN. FLR. H TOP PL. ^� F�--/�1 Ir�T, 1/2" GYPSUM WALLBOARD, TYP W/PVA VAPOR BARRIER @WALL AND CELINGS W FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS �H W 2X 5TUD5 @ 16" o.c. TYP LIVING AREA SIDING, 5EE PLANS 2X BOTTOM PLATE 2X PT. SILL ANCHOR BOLT PER PLAN R-10 INSULATION 4" CONC. SLAB ON @ 24" PERIMETER 4" GRANULAR BED 3.2.20 FIN. GRADE TO SLOPE - R�-, ��; AWAY FROM BUILDING � , z ,�,.6,.6 2,4 06 2021 ,� ysysysy psi YSYSY�' E IL MFEN SOERVICES 's�' Ysys' �' �' PARTMENT ALL REINFORCMENT MUST BE TIED IN • . PLACE FOR FOUNDATION INSPECTION 5EE FDN PLAN FOR FTC. /FDN SIZE ALL FOOTING TO BEAR ON BEARING SOIL PRINTED: 4.6.21 TY�'IC�L C1Z055 5�CT10N N.S. z ROOF MATERIAL r � � PER STRUCTURAL ENGINEER v "' N p"� O u m V J � � 0 r T 1 fi1 � 4/12 PITCH ^ Q !� � o �, z 4� a� 24" CARDBOARD BAFFLE � Q ALLOW FOR 1" AIR SPACE x MIN. EXTEND 12" ABOVE INSULATION • V ,� o r-1 SOLID SHEATHING OR GDX PLYWD WHERE EXP05ED TO WEATHER 1X FASCIA BD. �-49 W/ METAL GUTTER 2X BIRD BLK'G W/ 2" SCREENED VENT HOLES WITH 1/4" R-21 CORRPSION RESISTANT METAL MESH COVERING Q LIVING Al2EA � NO • (� 00 1/2" GYPSUM WALLBOARD, TYP i-� W/PVA VAPOR BARRIER @WALL AND CELINGS O O �� ENGINEERED JOIST5,51ZE AND � � � SPACING PER PLAN OR 2X JOIST FIN. FLR._ W � TOP PL. � � O O rF-T--,I 1/2" GYPSUM WALLBOARD, TYP N W WIPVA VAPOR BARRIER @WALL AND CELINGS N LIVING AREA U ENGINEERED J015T5,SIZE AND CIS SPACING PER PLAN OR 2X JOIST W FIN. FLR. C� F—� TOP PL. ^�^ F�-•1 Ir�T, 1/2" GYPSUM WALLBOARD, TYP W WIPVA VAPOR BARRIER @WALL AND CELINGS W FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS \H/ W 2X STUDS @ 16" o.c. TYP LIVING AREA SIDING, 5EE PLANS 2X BOTTOM PLATE 2X P.T. SILL ANCHOR BOLT PER PLAN THERMAL BREAK 4" CONC. SLAB ON 4" GRANULAR BED 3.2.20 FIN. GRADE TO SLOPE - REVISIONS: AWAY FROM BUILDING � _ z ��� "• R-101NSULATION ,� ysysysy @ 24" PERIMETER �S`y ysysy!'� PER WSEC 20151a .5 CREDITS 2.4.2 t�, Y ys 4.6.21 ALL REINFORCMENT MUST BE TIED IN Q • . PLACE FOR FOUNDATION INSPECTION 8.16.22 5EE FDN PLAN FOR FTC. /FDN SIZE ALL FOOTING TO BEAR ON BEARING SOIL PRINTED: A 8.16.22 TY1'IC�L C1Z055 5�CT10N N.S. z ROOF MATERIAL �� r ►� � PER STRUCTURAL ENGINEER v "' N fC/� CT L� I� O i jl�G 4i 1.71 ��'Q � � o A i.r r T 1 W N 4/12 PITCH ���- *��^r"�-� ^ A 0 SLAWDMl� P(3kDWSK1 Q (j o STATE QF W►gSFiIIvtiTQN �� Z 3 I.y a 24" CARDBOARD BAFFLE � Q ALLOW FOR 1" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION • V � o �--I SOLID SHEATHING OR GDX PLYWD WHERE EXP05ED TO WEATHER 1X FASCIA BD. �-49 W/ METAL GUTTER 2X BIRD BLK'G W/ 2" SCREENED VENT HOLES WITH 1/4" R-21 CORRPSION RESISTANT METAL MESH COVERING Q LIVING AREA � O .. C!� 00 1/2" GYPSUM WALLBOARD, TYP h W/PVA VAPOR BARRIER @WALL AND CELINGS O O �� ENGINEERED JOISTS,SIZE AND � � \ SPACING PER PLAN OR 2X JOIST FIN. FLR._ W � TOP PL. � � O O rF-T-,� 1/2" GYPSUM WALLBOARD, TYP N , W/PVA VAPOR BARRIER @WALL AND CELINGS N BLD2021-0109 LIVING AREA U ENGINEERED J015T5,SIZE AND SPACING PER PLAN OR 2X JOIST W FIN. FLR. H TOP PL. ^� F�--/•1 Ir�T, 1/2" GYPSUM WALLBOARD, TYP W/PVA VAPOR BARRIER @WALL AND CELINGS R I S I O N D�5 2022 C TY OF EDMONDS DEV ENT SERVICES P RTMENT FIRE BLOCK ALL VERTICAL OPENINGS 1�5 U B IN WALLS AT PLATES AND FLOORS F--� D�y05 2022 CITY OF EDMONDS 2X 5TUD5 @ 16" o.c. TYP LIVING AREA DEVELOPMENT SERVICES DEPARTMENT SIDING, 5EE PLANS 2X BOTTOM PLATE 2X PT. SILL ANCHOR BOLT PER PLAN THERMAL BREAK 4" CONC. SLAB ON 4" GRANULAR BED 3.2.20 FIN. GRADE TO SLOPE - REVISIONS: AWAY FROM BUILDING � _ z ��� "• R-101NSULATION ,� ysysysy @ 24" PERIMETER t�� ysysyr• �, Ysys 4. .2 ALL REINFORCMENT MUST BE TIED IN Q • . PLACE FOR FOUNDATION INSPECTION 0.16.22 12.2.22 5EE FDN PLAN FOR FTC. /FDN SIZE ALL FOOTING TO BEAR ON BEARING SOIL PRINTED: A 12.2.22 TY�'IC�L C1Z055 5�CT10N N.S. HOSE BIB OR OTHER f ROJEC METAL HEAD FLASHING BLOCK TARGET PAPER AND BUILDING PAPER PER DETAILS NON —FLANGE PROJECTIONS ADHERED VENEER SHALL BE ELDORADO STONE OR EQUAL. EXTERIOR WALL SURFACES SHALL BE COVERED W/ A MIN. OF ONE LAYER OF AWATER-RESISTIVE BARRIER COMPLYING W/ THE REQUIREMENTS OF THE APPLICABLE CODE. GALVANIZED EXPANDED DIAMOND MESH METAL LATH COMPLYING W/ ASTM C847, W/ A MIN. WEIGHT OF 2.5 LB/YD2 (1.4 KG/M2), SHALL BE ATTACHED TO STUDS SPACED 16" ON CENTER W/ GALCANIZED ROOFING NAILS. THE NAILS SHALL BE SPACED 6" ON CENTER VERTICALLY &SHALL HAVE SUFFICIENT LENGTH TO PENETRATE INTO THE STUDS A MN OF 1". A MIN 1/2" THICK SCRATCH COAT OF TYPE S OR TYPE N PORTLAND CEMENT MORTAR COMPLYING W/ ASTM C270 SHALL BE APPLIED TO THE METAL LATH AND SHALL CURE FOR A MIN. OF 48 HOURS. THE STONES SHALL BE ADHERED TO THE CURED SCRATCH COAT W/ A NOMINAL 1.2" THICK BED OF TYPE S OR TYPE N MORTAR. JOINTS BETWEEN THE STONES SHALL BE GROUTED. SHEAR STRENGTH 50 PSI MIN. ADHERED VENEER SIDING 12" WIDE CORNER WRAP AT INSIDE & OUTSIDE CORNERS 6" 6" 1'-0' MIN ' � J J Q � � � ,I' � �'/ � 7 � I I ~ Z I ON I 1'-0" Z o MIN. I—v Ivlllv. MIN OVERLAP @ALL VERTICAL JOINTS INSTALL 60 MIN. GRADE D BUIDLING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM BUILDING PAPER INSTALLATION STEP 1: INSTALL ONE PIECE DOOR PAN /lid A ACA ACC21� A AIC CI A GulAl/: AT TLJ t�CGu/�I n MEMBRANE FLASHING —� -- UNDER DOOR PAN DOOR / FLASHING INSTALLATION /f/ FLASHING DETAIL FOK BUILT—UP CZOOF SYSTEMS 1. MECHANICALLY ATTACH 2 PLIES OF ROOFING BASE PLY SHEET EMBEDDED IN HOT %%f ASPHALT TO SUBSTRATE, ENSURE THAT PLIES EMEND 18" PAST UNDERLYING PORTION OF DRAIN FLANGE. 2. ON UNDER PORTION OF DRAIN FLANGE EMBED 1/3" LAYER, EVENLY SPREAD ROOFING MASTIC COMPOUND. 3. SECURELY FASTEN DRAIN FLANGE TO SUBSTRATE, USING APPROPRIATE FASTENERS. T 4. FOR BEST RESULTS, PRIME DRAIN FLANGE W/ ASPHALT PRIMER. ALLOW AMPLE DRYING TIME. 5. BEGIN B.U.R. SYSTEM EMBEDDING ACT. LAYERS OF ROOFING PLY SHEET IN A FEATHERING APPLICATION DOWN INTO &OVER FLANGE. NOTE: ENSURE ASPHALT IS A TEMP. RANGE BETWEEN 430° & 475° F. 6. SECURE GRATE IN PLACE W/ PROVIDED HARDWARES 7. COMPLETE ROOF SYSTEM W/SPECIFIED SURFACING A5 REO'D. FLASHING DETAIL FOR MODIFIED T T SINGLE PLY ROOF SYSTEMS 1. PLACE REVERSED SHEET OF MODIFIED PLY OVER DRAIN HOLE OPENING ON SUBSTRATE. ENSURE THAT PLY SHEET EXfEND518" PAST UNDERLYING PORTION OF DRAIN FLANGE. NOTE: RECOMMEND ASPHALT PRIMER ON UNDER PORTION OF DRAIN FLANGE TO BE APPLIED BEFOREHAND. 2. PLACE DRAIN ONTO HOT MODIFIED PLY &SECURE DRAIN FLANGE TO ROOF SUBSTRATE I T USING APPROPRIATE FASTENERS. 3. FOR BEST RESULTS, PRIME TOP PORTION OF DRAIN FLANGE W/ ASPHALT PRIMER. ALLOW AMPLE DRYING TIME . I 4. BACK BURN MODIFIED PLY SHEET, START ROOF SYSTEM DOWN INTO &OVER FLANGE. 5. SECURE GRATE IN PLACE W/ PROVIDED HARDWARES 6. COMPLETE MODIFIED SINGLE PLY SYSTEM W/ SPECIFIED SURFACING A5 REQ'D. FLASHING DETAIL FOR E.PD.M. OR T T I RUBBER SINGLE PLY ROOF SYSTEM 1. PLACE SINGLE PLY SHEET OVER DRAIN HOLE ON SU5STRATE. ENSURE THAT PLY SHEET EXTENDS 18" PAST UNDERLYING PORTION OF RECEIVING DRAIN FLANGE. 2. ON UNDER PORTION OF DRAIN FLANGE EMBED 1/3" OF WATER STOP CUT OFF. I T 3. SECRECY FASTEN DRAIN FLANGE TO SUBSTRATE U51NG APPROPRIATE fASTENERS. 4. EMBED SINGLE PLY SHEETS IN SPECIFIFED ADHESIVE DOWN INTO &OVER TOP PORTION OF THE FLANGE. 5. SECURE GRATE IN PLACE W/ PROVIDED HARDWARES 6. COMPLETE SINGLE PLY SYSTEM W/ SPECIFIED SURFACING AS REO'D. 3" ROOF DRAINS 1405.17.2 HORIZONTAL LAP SIDING. LAP SIDING SHALL BE LAPPED A MIN. OF 1-1/4" & SHALL HAVE THE ENDS SEALED W/ CAULKING, COVERED W/ AN H-SECTION JOINT COVER OR LOCATED OVER A STRIP OF FLASHING. LAP SIDING COURSES SHALL BE PERMITTED TO BE INSTALLED W/ THE FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING TO APPROVED MANUFACTURERS' INSTRUCTION. CAULK ALL BUTT JOINTS. HARDIPLANK SIDING INSTALL 60 MIN GRADE D BUILDING PAPER WEATHERBOARD FASHION STARTING FORM THE BOTTOM DO ROOF RAFTER �� PLACE BUILDIN ER BEHIND �,� `, `, \ � � ,ROOF RAFTER I I � � � '�, FLbW \ \ '. �� \���, � �\ \ � \ � \ \ � � \ \ � � \ \ \ �, `ram I � I I y/ 1 1 LEAVE 1/4" GAP EEN FASCIA \ � � AND W FASCIA \ ROOF TO WALL )OR LDING. STEP 2: EMBED THRESHOLD IN 3/8" CONTINODUS BED OF CAULK THAT RETURNS UP THE JAMB 3" ASSURE THE THRESHOLD IS SEALED DOOR / FLASHING INSTALLATION 8" HORIZONTAL SIDING W/ 6" REV 2X3 "Z" FLASHING W/ DRIP EDGE CAULK ALL JOINTS 2X12 BELLY BAND TYPICAL PENITRATION: DRYER DUCT OVERSIZE HOLE 1" MAX. CAULK ALL OPENINGS BELLY BAND / PENIT. r"' "BUST TERMINATIONS, >SCREEN, '�L CAP W/ DRIP EDGE, �L WALL FLASHING, IEATING CONTRACTOR 200E TO WALL FLASHING CHIMNEY /CHASE TERM. INSTALL 60 MIN GRADE D BUILDING PAPER WEATHERBOARD FASHION STARTING FORM THE BOTTOM w !L LL -----___ W 6�� WATER FLOW '/1���►� IDING AIR SPACE ET 2" ABOVE OOFLINE TEf FLASHING 4" Uf WALL ICK-OUT FLASHING /ATER BARRIER TAPE ORIZ. ROOF FLASHING ELT PAPER KICK OUT FLASHING INSTALL 60 MIN GRADE D BUILDING PAPER WEATHERBOARD FASHION STARTING FORM THE BOTTOM � BUILDING PAPER /—HBRIZ�NTAL WALL TO ROOF FLASHING OVER PLACE STEP FLASHING CORNER FLASHING OVER INSIDE CORNER , , - � ' - - - - _ _ -�' 4„ 4 �� WALL _ WALL PLACE BUILDING PAPER BEHIND ROOF RAFTER �/ 'LEAVE 1/4" GAP , - AKE BO D BETWEEN FASCIA FASCIA AND WALL w ------ ___ w- __ ,� 0 ROOF TO WALL@ RAKE STEP 5: PLACE TRIP WITH CAULK BEHIND STEP :PLACE "Z" FLASHING ON TOP OF TRIM- ER DETAIL ON D1-"WINDOW/DOOR HEAD TRIM" STEP4: ATTA ACE FLASHING OVER FRAME 9" MOISTOP-PF MUST LAP OVER SILL LASHING DOOR / FLASHING INSTALLATION ONE PIECE FLA ING � WATER F @ INSIDE G NER EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MIN. OF 6" ROOF @INSIDE CORNER PLACE STEP FLASING OVER _ OUTSIDE CORNER 4� ..% \ 6° ONE PIECE FLASHING OUTSIDE GORNER WATER FLOW 17:F'�yI:1 E1�R00F PAPER UP THE SIDE OF THE WALL A MIN. OF 6" INSTALL 60 MIN GRADE D PAPER WEATHERBOARD FASHION STARTING FORM THE BOTTOM PER DETAIL E ROOF @OUTSIDE CORNER ran »rr>.nii^ri nr>i^i n�ii-ir TALL 60 MIN GRADE D BUILDING ER WEATHERBOARD FASHION RTING FORM THE BOTTOM 12" WIDE CORNER WRAP AT INSIDE &OUTSIDE CORNERS CONT. FROM FDN. TO EAVE �� ao �� �� �� Wz � O o� Z O DOOR / FLASHING INSTALLATION HIGH PERF�RM►�INCE IIND�UII FL►�15HING q���s+�r1���� J�vr�b F��shrng� I�itl�p��p �f� �� ��,�b ����d�� � � ����� / r� �V� �h �r(64�[�]es�}i�r rye �a�°ie� {��a�,9�® ���°� G�,r�a �� REGfST �D A �� �� �� SLAWOMlR POROWSKI STATE OF WASHiN�ii4N "��r u�rdri�r��� f��5 ���i��� buil��r-�� rrl�ur ��u�rlr�t ti�� err ���f���r��l ���rxr�rt ��� �p�r��ri�t t� ��i t�i �-. ��l�l l���k ��s�c�, Arc�i�e�t �� �—, C!� W Q a� v rzn V � N o r^ M VJ � 0 W � A 3 C7 O z G a A a �., o Tr, }� o N O � z� Q� v Wo O �� N �W U I� r ^� V J rW V J I� H ��/ H W E__., W 5.5.21 REVISIONS: 9/9/21 RESUB Sep 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 5.5.21 60 MIN f Af ER OR WEATHEK SMARt BUILDING WKAI' bId2021-0109