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 �+}! .
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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 � • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . - .
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. 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 : � : � : � : � : � : � : �
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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•
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BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER • : • :: • : � : � : � : � : � : � : � : � : � : � : �: � : �' �' �' �' f�-i
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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�.•:;:::::;:;:; �./ ,..,
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1a.AGCE55 EASEMENTS: #7801230217. ..... ............... :.: ': Ex�rlpt �la�d. F�[1BsM!'8t11311 � 1 `�:$� ��; �ria�j � : � ::::::::: ::::::::: :::::�� � : � : � �_� � : � . . . •d� F . . . .. 'k � . . � :. . . ~� cn
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2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. �11C11 ..... ................. .. ::.:.:..�.�.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:-:.:.:.:..:.:.:.:.:..�.�.�.�.�..�.�.�..�.�...-.:.:.:.:.•.•.•.•.•.•.•.•.•.•.•. . . . . . .. . . . .. . . �.. �. . .. .}. . •�•�•�•�• .. . . . . �:�:��:$ �:�:��_� o
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3. VIGINIIY MAP (5EE THIS PAGE). • � • � • � • � • • • •
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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$H 1'Va nla �•�• •� � �•.•�•�•�•�•�•�•�•�•�•�•-• •�• •��• •� •�•�•�•�•��• •-:��• •�•��•�•��• •� ��•�•-•�•�•�•�•�•�•�•�•�•�•�• •�•�• •• • ' ' n
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- - •�•4�gdii bra:���•�:�:�:�:�:�:�:�3�::1l�fa��ar::�:�:�:�:�::�#3t•::��#..�..��#�•�-::�:�:�:�:�a4r��:�:�:��4:�:! Gescn lorr� � • • :�:�:�:�:�:�i�$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. . ..... ................. .. - •.•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:-:•:•:•:••:•.•. :•:•:•:•:••. .••.•.•..•.••:•:-:•:•:•:•:.�.•.�.�...•.•.•.::::::::::::::::::::::::::::::::::::::::::::::::::::::::-:::::::::::•.,�,�•�.,.•�•�,�:..�. .•..•.�
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.. ..... ................. .. _ .. ........................: � � � � �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_�
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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 - -
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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. • • • •��$ • • • • • ��
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38. ADDRESS NUMBERS 12 HEIGHT ON APPR. CONTRASTING BACKGROUND SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR
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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
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42.ANYRE UESTFORMODIFICATION VARIANGEOROTHERADMINISTRATIVEDEVIATION HEREINAFTERVARIANGE MU5TBE5PECIFICALLY �•�•�••�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�-�•�•�•�••�•�•�•�•�••�•�•�•�•�••�•�•�••�•�•�••�•�••�•�•�••�•�-�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•� •
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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 ------------------ --------------------------------- �
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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 � • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . - .
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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 : � : � : � : � : � : � : � : � : � : � : � '
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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•
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BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER • : • :: • : � : � : � : � : � : � : � : � : � : � : �: � : �' �' �' �' f�-i
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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�.•:;:::::;:;:; �./ ,..,
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1a.AGCE55 EASEMENTS: #7801230217. ::::Exempt �Ia�d.F�[1BsM!'8t11311 �1�:$�:�: i'rra�j::: ::::�� :::::�-� ' •' •�;�' •' •' ' • •' •' � ' •' •' � •' •' •' ' • �� �
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2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. ' ' ' ' ' ' ' ' ' '
3. VIGINIIY MAP (5EE THIS PAGE).
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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 -
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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
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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. . ..... ................. .. - •.•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:-:•:•:•:••:•.•. :•:•:•:•:••. .••.•.•..•.••:•:-:•:•:•:•:.'.'.'.'...•.•.•.::::::::::::::::::::::::::::::::::::::::::::::::::::::::-:::::::::::•.,�,�•�.,.•�•�,�:..�. .•..•.�
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.. ..... ................. .. _ .. ........................: � � � � �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:•:•:•:•:•:•:•:•:•: .. .. ��:�::� �:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:
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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. • • • •��$ • • • • • ��
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38. ADDRESS NUMBERS 12 HEIGHT ON APPR. CONTRASTING BACKGROUND SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR
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ROAD FRONTING PROPERTY. .::::::::::::::::::::: .::::::::::::::::::: ::::::::• _ . .• .. _ .-:•:::::::•:•:•:•:• :•:•: :: .. . . . . •:•:�al� � q�la �. . . r�
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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 (�
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42. ANY RE UEST FOR MODIFICATION VARIANCE OR OTHER ADMINISTRATIVE DEVIATION HEREINAFTER VARIANCE MUST BE SPECIFICALLY " ' - " ' " ' " ' " ' " ' " ' " ' - ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
Q ( ) 5A:.5 •�•�•�••�•�•�•�•�•�•�•�•�• Cam!
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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 �
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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
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TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON, DISTANT 50UTH 88°14'33" WEST 800.21 FEET FROM THE �� ��
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ALONG THE SAID SOUTHERLY MARGIN OF THE CURVE TO THE POINT RIGHT HAVING A RADIUS OF 380.28 FEET; WHOSE TANGENT AT THE THIS
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BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER f�-i
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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.
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3. VIGINIIY MAP 5EE THIS PAGE .
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4. NEW CONSTRUCTION FORA 3-STORY 4 UNIT BUILDING AT 22808 EDMONDS WAY EDMONDS WASHINGTON 98020.
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5. OWNER:KISANENTERPRISELLG7907212TH5T.5WEDMOND5WA.425-776-2211 u•Factflr rYa �50 .. ...•.•.•.•.•:•:•:•:•••.•.•.•.•.•.-..•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•..•.•.•..•.•..•.•.•...•.-..•.•.•.•.•.•.•.•.•.•.•.•.•.•. .•.•.•.:.:.:.:.:. �
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6. CONTRACTOR: ROB MICHEL 206 930-2445 REGENT CONSTRUCTION, INC. REGENC1891K5 7305 SOUNDVIEW DRIVE EDMONDS, WA. 98026 � : RLpQ�k$0 . .. .. .. . � : � ..�� � : � ::��9� : � : � : � : � : � : � : � : � : � : � : �: � : � : � : � : � : I�p4rte0 . .. .. .. .. � .. (� �
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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$ment �_�� 1 � � 2 ¢ ::::�:� ::::: �:_� FF--11
LIVING: 254.30 5Q. FT. TOTAL: 3,716.75 5Q. FT.
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15. 2ND FLOOR =UNIT #14 LIVING: 744.75 S0. FT. UNIT #15 LIVING: 822.93 SQ. FT. UNIT #16 LIVING: 822.31 SQ. FT. UNIT #17 LIVING: 730.07 SQ. FT. .. Groin R�m:1�in I FI}SBd �_30 � ' h � � � � ::::1j:� ::::: �_38 Powder_ 3f1i1 I FI}€�d �_30 7 � � � ¢ ::::�:t� ::::: h:_5�
UNIT #18 LIVING: 657.19 5Q. FT. TOTAL: 3506.31 5Q. FT. 1. small ar.+rlllrrg ur�lt: 1_s [rvdr�
16. 3RD FLOOR =UNIT #14 LIVING: 662.21 SQ. FT. UNIT #15 LIVING: 750.97 S0. FT. UNIT #16 LIVING: 750.81 SQ. FT. UNIT #17 LIVING: 658.57 S0. FT. � � L7.�rling unlls cas u,an 1504squarc'ael m [ondlWnedl�ao•area wthless Ihan 301?square Peal of hrlestrahenarca. Glnrl Ream: �Ifl I SlldaF �_�� h � ¢ � ¢ : � ��:� � : � �_� Barthroom: �Fti I ��S�FI}BF1t �_�� � � � � ¢ : � :��:� � : �'$_�
. ,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 $lid�r �_3 � : 7 � ¢ � ¢ � : � :0 � : � : � ��
UNIT #18 LIVING: 589.61 5Q. FT. TOTAL: 3171.06 5Q. FT.
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17. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2500 PSF. ' ' 2. IVi.•alum bw.lung urw: a.s [rrditc �F��t Fr.4U1Y1: � I �al�ITlerrt �.�Q : � � � ¢ � ¢ � : � �:� � : � :1 �� BarthF�GQm: �Fi I ��S9nIFBf1t �_3Q : ' � � � � ¢ : � : ��:� � : � : �'I�.�
18. OCCUPANCY: GROUP R, CATEGORY 2, &GROUP U, CONSTRUCTION TYPE VB. : : WI rtirllrrg unus mat a•e mi ndudad n p7 ar R3. Esaupllan: �voung Ind sonnng R•z a[crpanueti shall n�re Pow�$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_�
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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
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31. SEPERATE PERMIT REQ D:
7a E�ii[ro-�l 4�aler Hoak }a 4.6 4.5
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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. •'•'•"•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•-•'•'•'•'
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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
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. .. 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. : ; : ; : ; : _
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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 •
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42. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION HEREINAFTER VARIANCE M UST BE SPECIFICALLY ' ' ' � ' � � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : � : = ' � ' � ' ' ' " '
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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
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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
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..... _ ..... ... _ REVI ON
v �a �. �M�Itreald daorl y � . y:��.0 .3�_fi0 - - � � � Gas�i• • 'o� � � � � � � � � � ::::::::: _ : � � • � �f�c�r::::::::::: ❑�::: �� ��# _ a4r�� :::::: �4::
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a � � - - - �� e: �+i �asemenl �_3 � : 7 � ¢ � ¢ Dec 0 22
Err : Fr�Ftit Gaar �_�� 1 3 G � : � ��:� � : � : � �.OQ - - - .... ... � : � ��:� � : � : � �.�
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�, 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
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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 � ::�.� : � :: � {� .
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A3 2ND FLOOR PLAN -Q.0 �_UO ::::�.Q :::: �.{� : � : ��:0 � : � : � �_{�
A4 3RD FLOOR PLAN � :: � :�;0 �_UO � : � : ��.� :: � : � � � � : � :�;� : � : � : � �
A5 ROOF PLAN • � : � :�;� �-� -
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5TRUCTURAL DRAWINGS: .•.••.•.•.•.•.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•
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MAX HT: 386.11'
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HT: 386.11'
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HT: 351.75'
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4•�• 6 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
4.6.21
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MAX HT: 386.11'
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1.20.21
REVISIONS:
• 6.11' 4.6.21
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' . _ _ _ ......' AVE�GRADE: 356.11'
'-------'-------------------------�----------------- � SLAB HT: 354.25'
PRINTED:
2.14.22
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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
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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
■ ,
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■ 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
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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
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EVI�ON
Dec 0�22
CITY OF E DS
DEVELOPME E VICES
DEPAR
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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
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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"
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•FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER
MANUFACTURER'S SPECS AND SHALL HAVE
APPROAL LABEL ATTACHED
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& IN EACH SLEEPING ROOM MEETING ALL THE
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1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT.
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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.
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4.6.21
•HOT WATER HEATER MUST BE SEISMICALLY ANCHORED
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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
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UNIT 14: LIV 176.00 SQ. FT GARAGE 574.25 SQ. FT.
DEVICE TO LIMIT FLOW T01.75 GPM
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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'
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9' 14'
23'
23'3"
22'9"
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7' 7'
15'11"
7'1"
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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
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REVISIONS:
4. FINISHED SIL HIEIGH� OF� OT MORE THAN 44" ABOVE
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4.6.21
5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED
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8.16.22
HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE
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•MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE.
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1 HOUR WAII H/A6
OUTSIDE
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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
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CONTROLS W/ THE STRAPPING
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•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.
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•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.
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9'1-1/2"
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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
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REa'D BY CITY GORE
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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
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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.
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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.
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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
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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
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UNIT 17: (LIV) 730.07 SQ. FT.
CONTROLS W/ THE STRAPPING
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UNIT 18: (LIV) 657.19 SQ. FT.
•PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT
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•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.
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24
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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'
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F-=�
WSEC CREDIT 5a (.5 credits)
TRITON BOWE BY KOHLER (FAUCET)
w
K-800T70-4AKL-CP 1.0 GPM
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(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"
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14'
14'2-1
2"
9'1/2"
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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'
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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"
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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-=�
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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"
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NIT LOCATION
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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"
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23'3"
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23'
22'9"
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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.
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RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT.
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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
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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%
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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. �—+
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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
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FIN. FLR._ � n 1-�--�
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1/2" GYPSUM WALLBOARD, TYP N �`"�
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SPACING PER PLAN OR 2X JOIST W
FIN. FLR.
H
TOP PL. ^�
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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
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4/12 PITCH ^ Q
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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
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ENGINEERED JOIST5,51ZE AND � � �
SPACING PER PLAN OR 2X JOIST
FIN. FLR._
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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
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0
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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._
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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.
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TOP PL. ^�
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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
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MIN.
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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 \ \ '. �� \���,
� �\ \ � \
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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
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__ ,�
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
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FLASHING INSTALLATION
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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