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APPROVED BLD PLN FIR RESUB 3 ARCHITECTURALS 22810 Edmonds Way A1 .COMMENCING AT A POINT ON THE SOUTH OF THE NORTH HALF OF THE NORTHEAST QUEARTER OF THE NORTHEAST QUARTER OF SECTION 36, ' ' ' - ' ' ' ' ' ' ' ' ' ' ' ' ' " ' ' ' ' ' P4�rr.trGp�l,re C-rtlr'�� GOBe G�rtY�lfrin�e Far f:ll Climelc Zdr,le� Ira i�atltin�lew :' : ' :' :' :' :' ::' :' :' :' :' ::' :' :' :' :' : ' :' :' -' :' TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON, DISTANT SOUTH 88°14'33" WEST 800.21 FEET FROM THE ' M�art,�,�;w C,orLL��uasswian SOUTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID NORTH HALF AND RUNNING THENCE ALONG SAID SOUTH LINE - • SOUTH 88°14'33" WEST 55.00 FEET; THENCE NORHT 3°09'11" EAST 523.66 FEET TO THE SOUTHERLY 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 TH15 � � -_ POINT BEARS NORHT 89°00'24" EAST A DISTANCE OF 140.80 FEET; THENCE SOUTH 12°40'21" WEST 510.23 FEET TO THE TRUE POINT OF BEGINNING; AppROVED BY PLANNING Th s �-al��t,vlll use the rcawrcmrtnts otthc �•t•s�rlaiiwc �a1h trtl°K and•�ncarparaCath■ . EXCEPT THAT PORTION THEREOF LYING 50UTHWESTERLY OF A LINE DESCRIBE A5 FOLLOWS: -r: n� 111rY�1'il 411�ci lashed. In addiil¢n, based on Shr slat ai the sireLiurc, th° �raprirh■. .... _ � Z BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER (� �c nbfir ti ad�Aionsl �rcdds sre �heckcd as chtsrn °p the perrnit appli[snt .. . . . . . . . . . .. . . . . .. . . . . . . . _ r I""� � � THEREOF AND RUNNING THENCE NORTH 21°27'50" WEST TO INTRSECT THE WESTERLY LINE FO THE TRACT HEREINABOVE FIRST DESCRIBED; � , �� ' :::: ::::::::::::::::: :: _ : COVER SHEET: t`�/J �--� M EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON UNDER RECORDING NUMBER 2185473. � ?•..c�_•_cc F2=prc•sc�lali,nc• _ €aala .. .. _ P1 VICINITY MAP � o 1a.ACCE55 EASEMENTS: #7801230217. May 03 2021 *II �lirnatr�onee FLOOR AREA SUMMARY � W 2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. � � � � � � � � � � � � � � �� = ' PROJECT INFORMATION W q 3. VICINITY MAP (5EE TH15 PAGE). • • •• • - • P2 PLOT � Fenrs�tral�on l�fiad6ort tia �.+�0 .. .. - � 4. NEW CONSTRUCTION FORA 3-STORY, 4 UNIT BUILDING AT 22810 EDMONDS WAY EDMONDS, WASHINGTON 98020. u-Faclnr r.'a ¢.3b - L1 LANDSCAPE PLAN � o 5. OWNER: KISAN ENTERPRISE LLC 7907 212TH 5T. 5W EDMONDS WA. 425-776-2211 £;laded Fenestrahan $N rMa rr'a ...:. :.......:..:....: .::. ARCHITECTURAL: �� Z 3 6. CONTRACTOR: ROB MICHEL 206-930-2445 REGENT CONSTRUCTION, INC. REGENCI891K5 7305 50UNDVIEW DRIVE EDMONDS, WA. 98026 OBTAIN ELECTRICAL �°+n �51 �,02B ...:. :.......:..:....: .::. A1.1-2 ELEVATIONS � � 7. CONSTRUCTION DRAWING: MICHEL DE51GN -ROB MICHEL 206-930-2445 ,,� �,�,�„,�,.U. �, r» �,� ..... ................. .. - . A2 1ST FLOOR PLAN (-+ p 8. STRUCTURAL ENGINEER: RON SKINNER 555 ENGINEERING 425-778-1023 INBOX@555ENG.COM PERMIT FROM MassUMalli�=u5lu°• �1121� �,OSB ...:. :.......:..:....: .::. A3 2ND FLOOR PLAN ^ W 9. CIVIL ENGINEER: DONNA L. BRESKE, P.E., S.E. 6621 F05TER SLOUGH RD SNOHOMISH, WA. 98290 334-9980. FI°°r 3[]v ne�a ...:. :.......:..:....: .::. A4 3RD FLOOR PLAN V �-+ o 10. GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805- 136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704N.LAMPE@BTLENG.NET STATE LABOR & ��,�, �,., ,�i�ri, � + � ��a2 ::::: ::::::::::::::::: :: _ : A5 ROOF PLAN � � � 11. LEAD DESIGN PROFE5510NAL/CONTACT PERSON: ROB MICHEL 206-930-2445. INDUSTRIES �',��•�°`-'° $ �°t' '�' � � '�� •• •• •• •• •• � � � � � �� = � A6-7 DETAILS 12. ZONING: RM 1.5 AREA: 31,167.SQ.FT. ' ablc I•�u� , , and ,ahlc I•�J� , � oain°tes m�k�ded an age z. 13. PROP05ED LOT COVERAGE = 2,627.38/31,167.00 5Q. FT. = 08%. EiLh dw°Ilinganrl m ares.drrrt<il hulldlrrn shall campl}•wMh ruAhtlarN options Ir°rn Tabl° R4�G.P so asio a�hl�M■ lir ' ' " ' STRUCTURAL DRAWINGS: 14.15T FLOOR =UNIT #1 GARAGE: 515.50 5Q. FT. LIVING: 53.50 5Q. FT. UNIT #2 GARAGE: 549.84 5Q. FT., LIVING: 45.41 5Q. FT UNIT 3 GARAGE: 593.67 5Q. FT., LIVING: 57.03 5Q. FT. iea°wlnQ minlmam nUmharortr+rdi�s: UNIT 4 GARAGE: 653.22 SQ. FT. LIVING: 57.03 TOTAL: 2,627.38 5Q. FT. � � S PAGES 15. 2ND FLOOR =UNIT #1 LIVING: 594.50 5Q. FT. UNIT #2 LIVING: 617.75 5Q. FT UNIT 3 LIVING: 676.50 5Q. FT. UNIT 4 LIVING: 839.12 5Q. FT TOTAL: 2,727.87 5Q. FT. APPROVED :: ,.Small bwtlllrrg Uhll: ,.g �r■d� : 16. 3RD FLOOR =UNIT #1 LIVING: 515.32 SQ. FT. UNIT #2 LIVING: 554.10 SQ. FT. UNIT 3 LIVING: 609.07 5Q. FT. UNIT 4 LIVING: 763.12 5Q. FT. TOTAL: 2,441.61 5Q. FT .. �weilrr� unilsleea tra, 1�bGsquarc'ael m �°ndiWned�xar°a�lrss than �Jb�square foal °ffm°stahor�a�rca. Add�hera haar°shng buldng lhat arcg�catartlian 540 sq,wr�ia°Lalhealeelfiaoran±a btrl Icss than I'ir]0 sq�ar+ci°eL 17. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2500 PSF. PLANS MUST B E ni in i i �nnicrni i�rinni -rver �irz �!. Nfidlum�wwlllrr$,Jrrl: 3.6 [rfidltr nTo ��,� RPITCT�C�TTrC7 nz�e � � � �, � �, O N JOB SIT E 19. GLAZING U VALUE VERTICAL = .28U VALUE OR BETTER, OVERHEAD UVALUE =.50, CEILING RVALUE=49, WALL RVALUE=21, FLOOR INSULATION R-38, SLAB RVALUE=R-10 :: pll dxxllrg umis mata2 mi ndudad n at ar�3. Em■pllon: [}w.°ImQ un� s°rmQ€�.za°cupan°�ea shad roq�rc MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM z � [2�Is. 20. COMPLY WITH 2O15 IRC WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAQ (WAC 51-13), ECDC-CURRENT EDITION. :: a. L.ar�r Gw■IIInQUr�t �.bcrrdlls �I 21. CA FILE NUMBER: #2017-0211 .. fiw�ellrr� undsar000r,�rrg st:ocs�,ami°etda�rdr�rad fl°°raroa. _ . `� ._. 22. SEPA FILE NUMBER: PLAN20190003 DNS �. �1,ddYtlon>•lass Ih�rr 644 igNara 1°at: .� er°dw 23.ADBNUMBER:PLN20190003 City of Edmonds - - - - -•• - - � N a mrnar� .. ...... . 24. SET BACKS: STREET 15 1 , 51 DE 10 2 BACK 15 1 . " " ran besrrr�lrom ... ' � "sE " " ' " " " " " " " " ' " " ' � O 25. PARKING SPOTS REQUIRED: 8, PROPOSED: 8 Building Department ,a EJir:ranL� �nMclo-pe is Q.5 :::: ::::::::::::: a.� :: ::: � �, � . . 26. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE 5PEC5 ON SITE FOR INSPECTOR TO VERIFY VENT LENGHT. ,b �i'rr:renl Sul �m;alo a ,b ,� :::: ::::::::::::::::: :: _ : � � � m � � ,� Elir:ierrL�ul �n,rcbpe ,t �A .. .. _ r-* 27. FIRE ALARM 5Y5TEM REQUIRED. CENTRAL STATION SERVICE FOR SPRINKLER/FIRE ALARM MONITORING. .... ................. .. _ . 3 �24th 5t 5w � APPROVED P I a n s ,� ��I �urki E��c� e ,d a.� ....................... _ � � � �- � 28. HANDICAP RAMPS W/ SLOPES OF 1:20 OR GREATER SHALL HAVE HANDRAILS AND EDGE PROTECTION PER ICC/ANSI A117.1 (2009 EDITON). o ro � � O �a �1r�Leaka c{:°ntrW and Efhoierrl4l�enlrti4or5}a bL6 .. .. _ � � C Lin W C J 29. SPECIAL INSPECTIONS HAVE BEEN CALLED FOR ON THIS PROJECT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING � ,wr Leaka c �'°ntrmand 6Miaarrl ti+mt�han� . .1�0 . . � �+ -s ro ,.+ PERMIT. IT IS THE OWNER &/OR CONTRACTORS RE5PON51BLITY TO A55URE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY 3c ,4rr L°aka e•S,:°ntraand Efhaml Want�on�e - •i.f, • • • •• - � p � � � � � �� MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY ISSUE A STOP WORK 3a H h Elfrcrcrc HVp,� as 1�8 ...:. :.......:.. .:: C - � ..- H h Eltrcrer� HVp:� �b 1�0 "* ro ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME A5 THE REPORTING AGENCY HA5 COMPLIED &REPORTS ARE ALL WORK SUBJECT � � � � � � � � � � � � � � � �� = � �° � � � 2��t � � REVIEWED &APPROVED BY THE CITY. x H h €tfrercrc HV]4i:'� . .,_6 .. ::::: ::::::::::::::::: ::: � ¢ � � �j 30. SPECIAL INSPECTION REQ'D: TO FIELD � H h Effxrcr•c HVX4C as . .1�0 .. ..... ................. .. _ ro rC-.� � H h EffKrcrc HVX4L: �4str�rrYm •1�0 . . 31.SEPERATEPERMITREQ'D: INSPECTION FOR ��=� � (,) � 8a �ffir:ranl Y�alcr Hcvk �a �� . �.5 . 32. FLAME SPREAD FOR ENCLOSED VERTICAL EXITWAYS 0-25 CLA55 A ,OTHER EXITWAYS 26-75 CLA55 B, ROOMS OR AREAS 76-200 CLA55 C. 8e F�ir:ranLu�alcr Hrat 5h . .1�0 .. ..... ................. .. _ O 33. SITE BENCHMARK: NORTH RIM OF MONUMENT CASE AT THE PC AS SHOWN HERON. ELE: 351.66 DATUM: OLYMPIC VIEW WATER DISTRICT (M.L.L.W.) CODE COMPLIANCE � �r:rr�r1 4Yaler Hint �° •1.6 • : : : : : : : : : :: : : : : :: : l.5 : : : : : : ��Sth St SW Z2$th St 5W O 34. BA515 OF BEARINGS: THE CENTERLINE OF 5R-104 A5 MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, 3d • Eli�ranl water Heat hd �6 • • • : : : : :: : • : : : : _ RECORDS OF SNOHOMISH COUNTY,W ASHINGTON. � €�enewahla Eladtne Ene dt5 .. 'i�}ieri` ....... �19 .. ... � W 35. MAX HEIGHT-30', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, Total Grady} : : : :: : : : : : : : : : :: : : : : :: : �: : : : _ : �25,.11 O1�! Q SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. i--------------------------------------------------------------------'�Iraserefe•-SaTahleFx4{JL.�i�r°arr�l=hrapli°ndescriPtpr'� . . . .. . : : : : :: : : : : :: : : : : : : : . __ EdI'i�Qi��.1S It■aY 36. TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE. � As per applicant, install fire -retardant treated plywood for at ! � � r--� W 37. LOT LINE &SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION. !least 4 feet on both sides of the common walls in accordance � FOR UNIT #4 3.5 CRECITS ARE NEEDED � � � �°4 � [V 38. ADDRE55 NUMBERS (12" HEIGHT ON APPR. CONTRASTING BACKGROUND) SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR � with IRC 302.2.4 1B: 1.0 City Of Edmonds � 231st St 5W cv ROAD FRONTING PROPERTY. � 2A:.5 � 39. PROVIDE FIRE ESTINGUISHERS PER NFPA STANDARD 10-1.'-------------------------------------------------------------------; �' � 40. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY & OR SERVICE SHALL BE PLACED UNDERGROUND. 5G. 1 5 Building Department � 2�2nd 5t 5W � � 41. ACCEPTABLE TIGHTLINE MATERIAL 5CH 40 PVC OR EQUIV 5DR 34 (ASTM D3TM D3034). ro Y 42. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION HEREINAFTER VARIANCE MUST BE SPECIFICALLY 1 Work 4 UNIT TOWNHOME � ; � Hall--=i�n= ( ) TOTAL: 3.5 CREDITS � CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVI510N5 WHICH DO NOT COMPLY WITH CITY CODE & Approved by Fire ____ � � � FOR WHICH A VARIANCE HAS NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED &CONSIDERED BY THE APPROPRIATE CITY OFFICAL IN Address 22810 EDMONDS WAY BLDG A � � y _ Maple Ln ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE 23�th St 5W SPECIFICATION.For 04/19/2021 AFM fC��tte�� Owner ; KISAN ENTERPRISES LLC � Madrana L 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 Approved Date � 5/4/2021 - - 5EE SHEET 51 - -_ -_-_-_ � 45. PLAN CHECK #: D l,�9 46. BUILDING PERMIT NUMBER: XXXX-XX EXI? X.X.20 CONSTRUCTION TYPE ____________ _: Building Official �Qi�/� �G[��ii� /Qiv� _�_ `./ +...............�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�■ OCCUPANCY GROUP This project is to comply with the building envelope requirements of RCW 64.55, by providing --=--=--=--=- Permit Number BLD2020-0019 ''� - �� ■ OCCUPANT LOAD '------------- '-------------- � either an architect design complying with RCW 64.55 or providing a recorded sale prohibition ; � covenant. ��iit�i��,i�,�liWr�:--:�:�:�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�� W Cn • ectJrrfarrr�li°n.:atF?nR+r�ir�idlr:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: � :•:•:•:• YYIrMd�w S1t li ht and Der 5ch��ule Yllindo,� �k li ht and air S�h�-dL�le ....................... ... �I�Irrd�w i ht and Der ��h�dul� ......... ........... ....... .. ....... .... .... .... - - : W Fib �� I::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. .� . .R�,r[r fntanrud'an C�uil°�Y k�f�nratkia Yr�y�i rrfar��a5a+r .. _ _ . C-0vrla�Y hen■Ubf• Praic[I t�thnP�uftian C-0InIa�Y kfScrmalba . • . • . y,�l, .. .. . • - : • : • : • : • : • : : • : � :� : • : • ' • ' Unity Unit 2 Unit 3 :�19ip1�C If14tl1�• �: � �: f1i.:I� :::::::::::: : � : ��:� � : • • • �_i� F •-� . :: E�x$rltipt Glad- F�1 ��$�-��: � � : � : ��:� : � �_� W 1+�'idtM #iei ht ................. ............................ ....lhtidtfl ..Hai ht IA'idlh Hai ht .. � � a :1�ridlr�l i'ier�ai��ir • • fides �aird:�� • . • . Reif. U-fgchor 41. Feet �� Feet �� ne�a UA fief. iJ-factor ••Feet• r„a, Feet �� area tJA fief. lJ-fsct� Qi. 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Feet �_� Feet �� nea UA �.� �.00 0.� �.00 . - - .. : �.� �.�� .Barra at 04sesr#ead CI'azir,� Araa srrd �?A 0.� �.00 �urra a� 04+ertaea� CI'az� Ariaa arrd ��4 0.� �.00 � : ��`� � : ' • ' �_� .. ... 0.� �.�0 04+erhead CI'a Arm 4ad U = I�AfAre�a .... _ .... �.00 �+�rfa$ad �ta,�re$ IAl�ex�atad U � �U,4�Ar�a �.00 � : ��:� � : � : �. �� :.:.: • .. 0.� �.00 TD�� $�li o� F�,ne��ra � �� l�1 �r }resm�r� sya�erlo- sl�i4e� cal�Lil�li@?lOf9S� ... . 3'5� � •9��9 F� [�� n7 �f f�rr�:�fr�fi�r� /4�� rrr� �� {tar frasallrr� sys�e,rQ a�� I�el�aul4a�ra,ras� 351.8 $8.�9 � � :�� . (� .:: 0.� �.00 ....... .... .•.•. .•. . Stara dt �+a�rfa$ad �fazira� Araa surd �+�1 ... • 0.� �.00 � : � : �>�a# �� .�a rgh�a� � _ ��r�a = : � : � : � : � : � : � : � : � : � : � : � : � � o�l�d �ta.a� wrap t� = I��a� �.00 .... . :... : � : �� R�A �� J�L �€ar #�afar�� sys�rM s� i � � : 5��3 � : �3�_ . fio �� SUr?�J �� F�rr��dF�[aor, � �$� at�d �� F �neafdrr� S fr5 fearr sfzfaa� Ca�•aJ+BfJOJ7S� �53.� 1��.05 ::::::: • : • : • : • • . • .. • .•• .. 1 .COMMENCING AT A POINT ON THE 50UTH OF THE NORTH HALF OF THE NORTHEAST QUEARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON, D15TANT 50UTH 88°14'33" WEST 800.21 FEET FROM THE 50UTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID NORTH HALF AND RUNNING THENCE ALONG SAID 50UTH LINE SOUTH 88°14'33" WEST 55.00 FEET; THENCE NORHT 3°09'11" EAST 523.66 FEET TO THE SOUTHERLY 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 TH15 POINT BEARS NORHT 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; EXCEPT THAT PORTION THEREOF LYING SOUTHWESTERLY OF A LINE DESCRIBE A5 FOLLOWS: BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE 50UTHEAST CORNER THEREOF AND RUNNING THENCE NORTH 21°27'50" WEST TO INTRSECT THE WESTERLY LINE FO THE TRACT HEREINABOVE FIRST DESCRIBED; EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON UNDER RECORDING NUMBER 2185473. 1a.ACCE55 EASEMENTS: #7801230217. 2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. 3. VICINITY MAP (SEE TH15 PAGE). 4. NEW CONSTRUCTION FORA 3-STORY, 4 UNIT BUILDING AT 22810 EDMONDS WAY EDMONDS, WASHINGTON 98020. 5. OWNER: KISAN ENTERPRISE LLC 7907 212TH 5T. 5W EDMONDS WA. 425-776-2211 6. CONTRACTOR: ROB MICHEL 206-930-2445 REGENT CONSTRUCTION, INC. REGENC1891K5 7305 50UNDVIEW DRIVE EDMONDS, WA. 98026 7. CONSTRUCTION DRAWING: MICHEL DESIGN -ROB MICHEL 206-930-2445 8. STRUCTURAL ENGINEER: RON SKINNER 555 ENGINEERING 425-778-1023 INBOX@555ENG.COM 9. CIVIL ENGINEER: DONNA L. BRESKE, P.E., S.E. 6621 FOSTER SLOUGH RD SNOHOMISH, WA. 98290 334-9980. 10. GEOTECHNICAL ENGINEER: EARTH 50LUTIONS NW, LLC 1805- 136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704N.LAMPE@BTLENG.NET 11. LEAD DE51GN PROFE5510NAL/CONTACT PERSON: ROB MICHEL 206-930-2445. 12. ZONING: RM 1.5 AREA: 31,167.SQ.FT. 13. PROPOSED LOT COVERAGE = 2,627.38/31,167.00 5Q. FT. = 08%. 14.15T FLOOR =UNIT #1 GARAGE: 515.50 SQ. FT. LIVING: 53.50 5Q. FT. UNIT #2 GARAGE: 549.84 5Q. FT., LIVING: 45.41 5Q. FT UNIT 3 GARAGE: 434.35 5Q. FT., LIVING: 216.35 5Q. FT. UNIT 4 GARAGE: 653.22 SQ. FT. LIVING: 57.03 TOTAL: 2,627.38 5Q. FT. 15. 2ND FLOOR =UNIT #1 LIVING: 594.50 5Q. FT. UNIT #2 LIVING: 617.75 5Q. FT UNIT 3 LIVING: 676.50 5Q. FT. UNIT 4 LIVING: 839.12 5Q. FT TOTAL: 2,727.87 5Q. FT. 16. 3RD FLOOR =UNIT #1 LIVING: 515.32 SQ. FT. UNIT #2 LIVING: 554.10 SQ. FT. UNIT 3 LIVING: 609.07 5Q. FT. UNIT 4 LIVING: 763.12 5Q. FT. TOTAL: 2,441.61 5Q. FT. 17. WIND EXP05URE B, SEISMIC ZONE D, SOIL: 2500 PSF. 18. OCCUPANCY: GROUP R, CATEGORY 2, &GROUP U, CONSTRUCTION TYPE VB. 19. GLAZING U VALUE VERTICAL = .28U VALUE OR BETTER, OVERHEAD UVALUE =.50, CEILING RVALUE=49, WALL RVALUE=21, FLOOR INSULATION R-38, SLAB RVALUE=R-10 MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM 20. COMPLY WITH 2O15 IRC WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAQ (WAC 51-13), ECDC-CURRENT EDITION. 21. CA FILE NUMBER: #2017-0211 22. SEPA FILE NUMBER: PLAN20190003 DNS 23. ADB NUMBER: PLN20190003 24. 5ET BACKS: STREET 15' (1), SIDE 10' (2) BACK 15' (1). 25. PARKING 5POT5 REQUIRED: 8, PROPOSED: 8 26. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE 5PEC5 ON SITE FOR INSPECTOR TO VERIFY VENT LENGHT. 27. FIRE ALARM SYSTEM REQUIRED. CENTRAL STATION SERVICE FOR SPRINKLER/FIRE ALARM MONITORING. 28. HANDICAP RAMPS W/ SLOPES OF 1:20 OR GREATER SHALL HAVE HANDRAILS AND EDGE PROTECTION PER ICC/ANSI A117.1 (2009 EDITON). 29. SPECIAL INSPECTIONS HAVE BEEN CALLED FOR ON THIS PROJECT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING PERMIT. IT IS THE OWNER &/OR CONTRACTORS RE5PON51BLITY TO ASSURE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY 155UE A STOP WORK ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME A5 THE REPORTING AGENCY HA5 COMPLIED &REPORTS ARE REVIEWED &APPROVED BY THE CITY. 30. SPECIAL INSPECTION REQ'D: 31. SEPERATE PERMIT REQ'D: 32. FLAME SPREAD FOR ENCLOSED VERTICAL EXITWAYS 0-25 CLA55 A ,OTHER EXITWAYS 26-75 CLASS B, ROOMS OR AREAS 76-200 CLA55 C. 33. 51TE BENCHMARK: NORTH RIM OF MONUMENT CASE AT THE PG A5 SHOWN HERON. ELE: 351.66 DATUM: OLYMPIC VIEW WATER DISTRICT (M.L.L.W.) 34. BA515 OF BEARINGS: THE CENTERLINE OF SR-104 A5 MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, RECORDS OF SNOHOMISH COUNTY,W ASHINGTON. 35. MAX HEIGHT 30', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. 36. TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE. 37. LOT LINE &SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION. 38. ADDRESS NUMBERS (12" HEIGHT ON APPR. CONTRASTING BACKGROUND) SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR ROAD FRONTING PROPERTY. 39. PROVIDE FIRE ESTINGUISHERS PER NFPA STANDARD 10-1. 40. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY & OR SERVICE SHALL BE PLACED UNDERGROUND. 41. ACCEPTABLE TIGHTLINE MATERIAL 5CH 40 PVC OR EQUIV, 5DR 34 (ASTM D3TM D3034). 42. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION (HEREINAFTER VARIANCE) MUST BE SPECIFICALLY CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVI510N5 WHICH DO NOT COMPLY WITH CITY CODE & FOR WHICH A VARIANCE HA5 NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED & CONSIDERED BY THE APPROPRIATE CITY OFFICAL IN ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE SPECIFICATION.For 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 SEE SHEET 51 45. PLAN CHECK #: 46. BUILDING PERMIT NUMBER: XXXX-XX EXI? X.X.20 iiMl ndolrr, Skylighk �rld �doF�5�1��11�d Ga e: Vi Fixed 028 Ga e: Vi Fixed 028 pia $: �4erl'YB3d do4r1 ��$ E : Vi fixed 028 E : Frflrlt Gear 028 StaFs: U I Fixed 028 5ta�s: U I Casement 028 Kitchen: Vi Cas$menl 028 crest room:lr I Casement 028 Powder_ Vn I Fixed 028 Pawner_ Vn I Casement 028 Stai�s:1� I fixed 028 5ta�s:lr I Casement 028 Beairaam #1: 1r I Casement 028 Br;dr00J71 #2: 1r I Casement 028 IIVIC: �+i I Fixed 028 = :�::S�ilr.�: : • . •YOJ 1�1.41• . ■-■` � l 1 t �©�� r. �®�� '©��® � . r �®®®� �� ®�� ©®�� . r ��®®� � ��®�� ®�® . r '�©®�® ��® ��®®® �® ��® � o l � �� ® �_• c o l '� �® �'edr�fForr;4xe� : t E.1 �: � .................�.��.. x'..................._........................................................_.............................. :�:Cr�oillp�ilent:�:�:�:�:�:�:�:�:�_�:�:�:�::�:�� :�::1>widll�i�:�::Height:�=�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: �:�i4r��:�:�:�!]k:�: ................ �:�: Q.0 �:�:��_� �:�' Q.0 �:�:��_�1 �:�: Q.0 :�:�:�-� �:�: QO �:�:� .. �� C�11�u1v� - �. � - - �:�:Qugarb$a� � � � Iba#!!. {Aries-:�:�:�:�:�:�:�:�:� :�:�:�� SiNFi .. ��i �iihd f � ::: �ieiti�bi .:. � . � ieoda ��.::.: i � � � � � � � � � � � ::::::::::::4;r38 � : 4�S_�5 :W��!. . :#r��arr��,ra�ir�ai�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� car<airr�;r�tiri;d6id�r:�:�::�:�::�:�:�::�:�_�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: Ga ed ��'8 �a e: overhead door �28 E : Front boar �28 Powder_ Vn I Casement �28 Kilchsn: �+i Gasemenl �28 great roam: � I Casement �28 great roam:1� I Casement �28 Bath:1r I Casement �28 Bedroom #1: 1r I Casement �28 Bath:1r I Casement �28 Bedroarll #2: lrn I Casement �2,8 ��`..�� ®�� ©��® �� P41Y�.t1Sp�l�rt EIt1r'�� OBe ��rtl�lrrin�e Far f,ll Climelc Z�r1ei I� il�itliin�l8w :' : ' :' :' :' :' ::' :' :' :' :' ::' :' :' :' :' : ' :' :' -' M rrrkwi�4iY� LI�rN..S� �uz�sewL'an - ?hr; pralect,vlll use the reawrcmrtnts otthe P*csr:rlpilwe �alh tx•IoK and•�ncflrpbratatlfn .. .. _ . .1}Yll�drbnLil 411�ci Ilshed. In addlil¢n, based on Shfi slat ai the sirr,Liurc, tho �raprirhe. .. .. _ num�arflf adrtAronsl r:rcd ds sre r:heckcd as ch[ sr•n op the perrnit apphtsnt .. .. .. _ .4�irrnrr:ed I'eeprasenLeth+a .,_€]ale• : .. .. _ . �411 �lirna[r donee Fenrs�tralron L�fiar-:•� tia �.+�0 u-FacLor £;fared Fenestrahan 25Hrir�� n'a n�a �.3b n'a fain �51 �A2B 11Nc•�d Frame l'4�a •++� it rrl �36 15Aa� UMall i�=valuo� �1121 � �OSB Floor 3[]v � €id¢w rsrsic 4ua], •. •Slab�l�•5��ra $ dti� 1{41 dlZl rt! + T� �A42 1d, � ft n'a raac r-�ut i i aro IaGC I-�il� i s rornnores mouoco 9n rage c. EiLh Qwolling�r7d V7 ares+darrdsl bulldlrro shall campl}'wMh iutftltlBM options born Tablo R.4�G.P 3+0 as10 aClll�4■ 1 IIWowInQ minlm�m nUmharottr+rdl�s: i. Small bwtlllrrg Uttll: 1.5 Crvdl� I�Jweilrr� unlls lesa Lhan 1 dbG squarc'ael In r:ondllroned �•x aroa Y.�I ICvs Lhan �Jb� square foal of fmostrahor7 arcs. Add�hora haaroshng buldng Lhak arcg�catarktian 540 sq,wreiaoLalhealedfiaorarea btrl kiss than I'irSO sq�ar+eloeL �!. Nfidlum�walllrr$ IJrrl: 3.6 [rfidh:r .bll dxxllr-.g umis Ihat a2 mi ndudad n d 7 or t!t3. Esorapilon_ [kuallnQ un� somnQ �•� aocupano�es shall rc�qurc i � CTdl15. 3. Lar�r GwralllnQUr�t �.bcrrdlls fiwrllr.� unds aboer.,drx� SL:4�] sq�am 1oeL d aorrdr�re•d floor ama. �. �1,ddYtlon>•lass Ihan 644 igNara ioa[: .� Crodrd . .TaWa FtdU�.2 S�vmrnar� :: :. :: .. _ . ran besrrralrom . � �sF :: :: _ :::1:t2:0 ... L-g:4J � : � : � �_7iC � : � :��_3� �:��0 �:�:��_i;(3 :�:�5:0 �:�:�h�_4i3 '� 34.0 �:�:�8_4i3 �4.0 �:�:9�_�2 �n❑ �:�:�,� ....... :�:�5:0 �:�:�h�_4(3 ::: i��o ::::��_ �:�:�� :�:�i3_UO �:�:��:0 �:�:�i�_UI:3 �:�:��:b �:�:�i�_U(3 �:�:�bb �:�:�1�_�t3 4.0 :::::�{]0 4.0 � : �-� 4.0 � : �QO .:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..... :�:�:��+�+�i..�#R;��r�d�F.�L4�:::1iei��i�:•�•�r�m •i��•�•��:::::::::::::58 �:�:9�_i}1 > + � . �. . la FJiCranL� �n,'clo-pc is Q.5 • lb F�i[renl9ul �mrala a 7b 1� 1� Elir:ierrL�ul �n,rcbpe 7t �A ld Elir:rcnl �wld En,rcb a 7d o.5 • �a �1r�Leaka c{:ontrW and EMloia�rrl4l�errl�4or5}a bL6 � Air Lcaka c �•ontrol and EMiorml ti+ml�hor5 � .1�0 . . 3c Arr Loaka e• S:ontrel and EMlorml W�errli�on �c - •i.ii 3a H h Elfr[rcrc HVp,� 3a 1�8 . . � H h Eltrcrar� HV]4� �b 1 A . •yJ[ H h €tfr[rcrc HV]4i: Sc •1.6 . . . . �d H h EffKrcrc Hk74C 3d .1�0 . . � H h EffKrcrc HVX4L: �4str�rrYon •1�0 . . 8a �ffir:ra�l Y�alcr Hcvk �a �� . . .dh F�'ir:ranLu�alcr Hrat 5h .1�0 . . • •dc Eih[ranl 4Yaler Hint �o •1.6 • •6d • Elir:ranl 4Yaler Hoak hd �6 � f�cnewahlo EladknC Eae dL5 . . Total Gradll� .. .. .. . �.eQ. _ . �Icasc rcfe•- so Tahlc Ft4{JL.� iar Darr �1= b[' option dcscnptnrts � .. .. :: . FOR UNIT #3 &4 3.5 CRECITS ARE NEEDED 1A:.5 3 B: 1 5A:.5 5C: 1.5 TOTAL: 3.5 CREDITS REVISIONS DATE - PAGES - CHANGES REV1 REV210/26/2022 P1,A1.1,A1.2,A2,A3,A9,A7 REV3 REV4 REV5 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION w 1i �iicz[c BUILDING OFFICIAL �a e: Y fixed �a e: owerh�ad door �� g�8 Err : Frflrtit Guor �2� Powder.3fin I Oasement U�8 Ki�chrer�: �+i �asem�n� �2� �ire�t roam: �fl I �ac�emerrt g�8 great roam: � I Oasemerrt �2� Bath:lfi I Casement g�8 B�r�am #1: � I Casem�rrt U�8 Bath:lfi I Casement g�8 Bedroom #2: � I Casem�rrt U�8 ... ............................. :::�. . APPROVED DATE 1 1 S � � � � :1:��yy*�:0 � : � :�h•_ y 2 � 2 : • • �.0 1 _�.0 y $ ¢ fi � : � �:0 15.12 y 2 � 2 �.0 1 _�.0 y 2 � 2 :��•�.0 1_�.0 ¢ �.0 �. �0 . �.Q �_�� a.o �_aa ��r�BGft�ll�E� �frElEaC: � : � : � : � . 3��.� � : � :_�� . �. .. . . �werhea�Glazln S i hts��:�:�:�:�:�:�:�:�:�:�_�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�_�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: g { � �J �....................._....................................................._......._.............................. "Y �.0 ::: • • �_� �.� �_�� .0 �_�0 ::..�,0 �_UO :�:��0 �_UO ::::�;0 ;. �_UO ' • �Irgaf�ae�d G1'a�ir�• �I�a ara��} :::::::::: :::::�:0 �_UO � � . :�. . �� R�� #afar �b1 pia s�rJ� � :::::::::::: 3��:� � : � :9�_�1 . $. . �� 4 �� TABLE i F CONTENT COVER SHEET: P1 VICINITY MAP FLOOR AREA SUMMARY PROJECT INFORMATION P2 PLOT L1 LANDSCAPE PLAN ARCHITECTURAL: A1.1-2 ELEVATIONS A2 15T FLOOR PLAN A3 2ND FLOOR PLAN A4 3RD FLOOR PLAN A5 ROOF PLAN A6-7 DETAILS STRUCTURAL DRAWINGS: S PAGES z C7 � a 0 w ,� A 0 3 C7 °o z � A.Nr w ,� o ry-r 1p �' � � � � 3 22�th 5t 5V11 � � � � � � op CQ r�'-r � rp ,.vf n 3 � � � h�l � � y oQ � � � � zz�t � N � . . �M � W �� 8th St SW 228th St 5W Ou ,� V J �2810 �--� Q � Edmonds Way � � Q �� U o � � � 231st St 5W O y � O� � C � 232nd 5t 5W � � 1 w F° � Holly Ln F� 0 � `I W r � I, ,I r--I N �� Maple Ln � a, N 23�th St 5W N I � � Madrana=L V4lnrdow, Skylight and Ddil�::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Pr ottJrfarmyohm Cortarl�.��•m.x'r+o1r:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� �� :�::471171L�:�::1�1 fl'is�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: .�..•. ..... . I:•:•:••:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:- Var4cal F�n�stratl�� fad a�d:�� :.:.:.:..:.:.:.:.:..:.:.:.:.:..:.:.:..:.:.:..:.:..:.:.:..:.:-:•:�:�:�:•:•:•:•:•:•:•:•:•:•:• . �� . � . � . .. . � . G9d�A�:�:�:�:�:�:�:�:�:�=��F•..�.f,��r::�::::::::..•�i F��t ;r_h Feet ��m_�:�:�:��:��:�:�:�:�:• �� Bedroom:l{ I Fix g28 BedroamL din Slider g28 �a e: OVertread dcarl g28 Err : �+i fi�€ed g28 Err : Frflnt Gaor g28 Stairs:l� I Fixed g28 �ire�t Roam: err I Casement g28 14ilchren: �+i basement g28 �ire�t roam:1� I Casement g28 Powder_ fin I Fi�€ed g28 Powder_ fin I Casement g28 Stairs:l� I fixed g28 Hall: �+in �asemenl. g�� Bedr�am #2: err I Calsemerrt g28 Bathroom: �+i �asemenl g28 Bedroom #1: vin �as$ment g28 Bath:1� I Fixed g28 1�L�: �+i 1 Casement g�8 ............................ _ .....�sf :::�.•• y z � � :: 7 �.o ::::: _� y 16 � } � ::: a��o : ��.�� .. .. } � � � .. �:�G�:O �:�:1�_$0 .. 7 � � � ° � : � :'I�:O � �. B� • . 7 2 � 2 ¢ : � : ��:� � 1.�� ¢ � ¢ � : � ��:$ � : 11 �0 7 � � � � :�:��:0 �. 1_� 7 � ¢ 1 � � : � :��:5 � 2.9� �• •• . .... .......�:�:�oinp�rtaot:�:�:�:�:�:�:�:�:�_�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�Y.;..�ig171t:�_:::::::::::::::::::::::::::::: . • .. _ . � � di! �kl �:�:�� ']��✓< ��'1 •�� J��fJ'��A �rl+d �f1�fi • :: • �ie�aAfri s s�rrr s� � .. .. ... . . BLD2020-0019 U C1� w CIS E--� ^�^ IN I� W �7 �-�1 W C.1� �--� REVISION RESUB Oct 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS: 12.2.20 3.8.21 7.22.22 8.1.22 8.16.22 10.6.22 10.6.22 1 1 .COMMENCING AT A POINT ON THE SOUTH OF THE NORTH HALF OF THE NORTHEAST QUEARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON, DISTANT SOUTH 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 SOUTH 88°14'33" WEST 55.00 FEET; THENCE NORTT 3°09'11" EAST 523.66 FEET TO THE SOUTHERLY MARGIN OF THE COUNTY ROAD; THENCE ALONG THE SAID SOUTHERLY MARGIN OF THE CURVE TD THE PDINT RIGHT HAVING A RADIUS OF 380.28 FEET; WH05E TANGENT AT THE TH15 POINT BEARS NORHT 89°00'24" EAST A DISTANCE OF 140.80 FEET; THENCE SOUTH 12°40'21" WEST 510.23 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING 50UTHWESTERLY OF A LINE DESCRIBE A5 FOLLOWS: BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE 50UTHEAST CORNER THEREOF AND RUNNING THENCE NORTH 21°27'50" WEST TO INTRSECT THE WESTERLY LINE FO THE TRACT HEREINABOVE FIRST DESCRIBED; EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON UNDER RECORDING NUMBER 2185473. 1a.ACCE55 EASEMENTS: #7801230217. 2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. 3. VICINITY MAP (SEE TH15 PAGE). 4. NEW CONSTRUCTION FORA 3-STORY , 4 UNIT BUILDING AT 22810 EDMONDS WAY EDMONDS, WASHINGTON 98020. 5. OWNER: KISAN ENTERPRISE LLC 7907 212TH 5T. 5W EDMONDS WA. 425-776-2211 6. CONTRACTOR: ROB MICHEL 206-930-2445 REGENT CONSTRUCTION, INC. REGENC1891K5 7305 SOUNDVIEW DRIVE EDMONDS, WA. 98026 7. CONSTRUCTION DRAWING: MICHEL DESIGN -ROB MICHEL 206-930-2445 8. STRUCTURAL ENGINEER: RON SKINNER 555 ENGINEERING 425-778-1023 INBOX@555ENG.COM 9. CIVIL ENGINEER: DONNA L. BRESKE, PE., S.E. 6621 FOSTER SLOUGH RD SNOHOMISH, WA. 98290 334-9980. 10. GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805- 136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704N.LAMPE@BTLENG.NET 11. LEAD DESIGN PROFESSIONAL/CONTACT PER50N: ROB MICHEL 206-930-2445. 12. ZONING: RM 1.5 AREA: 31,167.SQ.FT. 13. PROPOSED LOT COVERAGE = 2,627.38/31,167.00 5Q. FT. = 08%. 14. 1ST FLOOR =UNIT #1 GARAGE: 515.50 5Q. FT LIVING: 53.50 5Q. FT. UNIT #2 GARAGE: 549.84 5Q. FT., LIVING: 45.41 5Q. FT. UNIT 3 GARAGE: 434.35 5Q. FT, LIVING: 216.35 5Q. FT. UNIT 4 GARAGE: 653.22 5Q. FT. LIVING: 57.03 TOTAL: 2,627.38 5Q. FT. 15. 2ND FLOOR =UNIT #1 LIVING: 594.50 5Q. FT. UNIT #2 LIVING: 617.75 SQ. FT. UNIT 3 LIVING: 676.50 SQ. FT. UNIT 4 LIVING: 839.12 SQ. FT. TOTAL: 2,727.87 5Q. FT. 16. 3RD FLOOR =UNIT #1 LIVING: 515.32 5Q. FT. UNIT #2 LIVING: 554.10 5Q. FT. UNIT 3 LIVING: 609.07 SQ. FT. UNIT 4 LIVING: 763.12 SQ. FT. TOTAL: 2,441.61 SQ. FT. 17. WIND EXPOSURE B, SEISMIC ZONE D, 501L: 2500 P5F 18. OCCUPANCY: GROUP R, CATEGORY 2, &GROUP U, CONSTRUCTION TYPE VB. 19. GLAZING U VALUE VERTICAL = .28U VALUE OR BETTER, OVERHEAD UVALUE =.50, CEILING RVALUE=49, WALL RVALUE=21, FLOOR INSULATION R-38, SLAB RVALUE=R-10 MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM 20. COMPLY WITH 2O15 IRC WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAQ (WAC 51-13), ECDC-CURRENT EDITION. 21. CA FILE NUMBER: #2017-0211 22. SEPA FILE NUMBER: PLAN20190003 DN5 23. ADB NUMBER: PLN20190003 24. SET BACKS: STREET 15' (1), SIDE 10' (2) BACK 15' (1). 25. PARKING SPOTS REQUIRED: 8, PROPOSED: 8 26. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE SPECS ON 51TE FOR INSPECTOR TO VERIFY VENT LENGHT. 27. FIRE ALARM SYSTEM REQUIRED. CENTRAL STATION SERVICE FOR SPRINKLER/FIRE ALARM MONITORING. 28. HANDICAP RAMPS W/ SLOPES OF 1:20 OR GREATER SHALL HAVE HANDRAILS AND EDGE PROTECTION PER ICC/ANSI A117.1 (2009 EDITON). 29. SPECIAL INSPECTIONS HAVE BEEN CALLED FOR ON TH15 PROJECT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING PERMIT. IT 15 THE OWNER &/OR CONTRACTORS RE5PON51BLITY TO ASSURE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY ISSUE A STOP WORK ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME AS THE REPORTING AGENCY HAS COMPLIED &REPORTS ARE REVIEWED &APPROVED BY THE CITY. 30. SPECIAL INSPECTION REQ'D: 31. SEPERATE PERMIT REQ'D: 32. FLAME SPREAD FOR ENCLOSED VERTICAL EXITWAYS 0-25 CLA55 A ,OTHER EXITWAYS 26-75 CLA55 B, ROOMS OR AREAS 76-200 CLA55 C. 33. SITE BENCHMARK: NORTH RIM OF MONUMENT CASE AT THE PC A5 SHOWN HERON. ELE: 351.66 DATUM: OLYMPIC VIEW WATER DISTRICT (M.L.L.W.) 34. BA515 OF BEARINGS: THE CENTERLINE OF 5R-104 A5 MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, RECORDS OF SNOHOMISH COUNTY,W ASHINGTON. 35. MAX HEIGHT 30', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED SOIL AT CORNERS OF EXTENDED BUILDING RECTANGLE, SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. 36. TRANSIT SHALL BE SETUP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE. �-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-• � The following documentation shall be available on 37. LOT LINE &SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION. 38. ADDRESS NUMBERS (12" HEIGHT ON APPR. CONTRASTING BACKGROUND) SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR ;site for the building inspector: ROAD FRONTING PROPERTY. r ; ; 39. PROVIDE FIRE ESTINGUISHERS PER NFPA STANDARD 10-1. : ❑ COE APPROVED ARCHITECTURAL PLAN SET ' 40. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY & OR SERVICE SHALL BE PLACED UNDERGROUND. . ; 41. ACCEPTABLE TIGHTLINE MATERIAL 5CH 40 PVC OR EQUIV, 5DR 34 (ASTM D3TM D3034). ; ❑ COE APPROVED STRUCTURAL PLAN SET 42. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION (HEREINAFTER VARIANCE) MUST BE SPECIFICALLY : ❑ COE REVIEWED CALCULATION PACKET � CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVI510N5 WHICH DO NOT COMPLY WITH CITY CODE & : ❑ENERGY CREDIT WORKSHEET ' FOR WHICH A VARIANCE HA5 NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED & CONSIDERED BY THE APPROPRIATE CITY OFFICAL IN ■ � ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE ; ❑SITE PLAN ; SPECIFICATION.For : ❑CIVIL PLAN 43. COORDINATE WITH FIRE DEFT. FOR LOCK BOX AUTHORIZATION &INSTALL. � � Approved original 4/12/2021 set of plans ! 44. SPECIFY TIMBER SPECIES AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL SPECIFICATIONS AND NAILING SCHEDULES � ' ❑ SEE SHEET 51 ' 45. PLAN CHECK #: ' ' 46. BUILDING PERMIT NUMBER: XXXX-XX EXI? X.X.2O ■ CITY OFEDMONDSBUILDINGDEPARTMENT2021 ; 5itiflndow, Skylighlt �rld bixa#:Sa�l��i1� .c} ccrJrfar.Talim Canfar:rl.�tamtiun ._ .... 4�lit 1 ..� . . . .. . . . . _ Fief_ iJ�•�ae�lAr.. • . • . • . �1. F$a# Faat��: � : � : � : � : � : � i4�e� :::::: �1A Exempt S1+�i[1giTig•t1�or: � �- �.: rrr�� :::::::::::: : � : �b:$ � : � : 0.O(3 Exerrlpt�laz$d:Fdorl�:'t5's�'�:�ia�c}':' ... ::b:$ :0.0(3 '�'�t:::::::::::::::::::::::::::::::::::::::::::::::::::::::•••�:::::j-je- frf:�-::�:�:�:::::::::�:�:�:�::::::: �oinPorlen ....... _ ..... .. dtft lg :�:Gascri iarf:�:�:�:�:�:�:�:�:� fief_ 1�•faGAr::�:�:�:�:�:: �� Feet Feet {�re�:�:�:�!]A:�: Ga e: Vi Fixed 028 � ¢ 4 � : � �Q.O � : � :1 ��t3 Ga e: Vi Fixed 028 2 � 4 � : � :h Q.0 � : � : � �_•$(3 Ga e: OwertL$ad Saari 028 � 6 0 } a ::1:'I �.0 � : � :31�_96 E : Frflrlt I}oar 028 3 ¢ 6 � : � �Q.O � : � : � �_$C3 StaFs: U I Fixed 028 .. 2 � 4 � : � :i Q.0 � : � : � �_� 5ta�s: U I Cas$m$nt 028 i � ¢ 4 4 � : � �Q.O � : � : � �_�3 Kitchen: Vi Casement 028 i 7 � 4 ¢ � � : � 3Q.0 � : � : � $_�3 Cr$st roam:lr I Casem$nt 028 9 ¢ 6 � : � �4.0 � : � :i �_1� Pa�d$r_ Vn I Fixed 028 2 � 2 : � : �.0 � : � : � q�_�(3 PawGd$f_ Vnr I Ga$ement �052ryp8 . . .7 2 � 4 4 :: � *1�Q./0y � : � : � �_��r(5i JtB�s:YI Ifaed VLV I rJ 4 � 4 � �:�*fy Q.r41� �: �:��_�9r45] 5t8fs: � I �as$m$nt �� rJ 4 � 4 :: • LQ.V • : • : • �_sci Bedroom #1: 1r I Casement 028 7 � 4 � � : � ��.8 � : � : � $_?R5 Bedraa�rl #2: 1r I Cas$ment 028 9 ¢ 6 ¢ :: ' �4.0 � : � :i $_�� 4VIC: �+i I Fixed f]28 2 � 2 4 � �.b � : � : � h�_� �:�: �.0 �:�:�tx_�(3 �:�: �.0 �:�:�tx_0(3 �:�:�a:0 �:�:�i#_�t3 = :: � : S�ilr. ��a,�resifr;;itfar�l�i �ri�fiG _ � � � � � � :4G3:8 � : i_ - . �..• �:�:1�r7�f��'edr�fForr:4xl�:� �"� E�-.{�JbfA:�:�:�:�:�:�:�:�:�: �:�:�lx .. anent:�:�:�:�:�:�:�:�:=:�:�:�:��:�:� ::p�F ' � - ... .........mp ........-... .. .. .. � = �:�: Q.0 �:�:��_� �:�' Q.0 �:�:��_�1 �:�: Q.0 :�:�:�-� ::::::::::::: QO �:�:� • e�� _ . � . .. _ ::::� ::::: r� - �. � - - �:�:Qu�b$a�A��4'��a#!!. {Aries-:�:�:�:�:�:�:�:�:� :�:�:�� SiNFi .. ��iDr��AI"4� �rld f � ::: �ieiti�bi .:. � . � ieoda �•.:: � : i � � � � � � � � � � � ::::::::::::4;r38 � : 4�S_�5 ..... :W��!. . :�iafacr.J�iefflbiryhhrJ�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� L"ard�ttiir6[vMied6idlr:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: Ga 9d 0�'8 �a e: overhead dear 028 E : Front boar 028 Pawd$r_ Vn I Casement 028 Kitchen: �+i Gasemenl 028 Gr$at roam: � I Casem$nt 028 Gr$at roam:1� I Casem$nt 028 Bath:1r I Cas$m$rrt 028 Bedroom #1: 1r I Cas$ment 028 Bath:1r I Cas$m$rrt 028 Bedroom #2: lrn I Casement 02,8 ��`..�� ®�� ©��® �� --■-� --■-� �� Rresaripr�ra Encr�� odc �4mplian�e fef �Ll1 Climelc �Or1ei Ira iMitliifti�lBM . :' : ' :' :' :' :' ::' :' :' :' :' ::' :' :' :' :' : ' :' :' -' M rrrkwi�4iY� [nrrL.� �uz�sewL'an Th s p-alect,vlll use the rcawrcmrtnts otthc P*cserlpilwc �a1h tx•IoK and•�ncflrp�aratatfn .. .. _ 'I•. n� 111rY�1'rl 411�ci Ilshed. In addlil¢n, based on Shfi slat ai the sirr,Liurc, tho �raprirh.. .. .. _ �� nbfir [i adrtAronsl r:rcd ds a!e r:heckcd as ch[ sr•n op the perrnit apphtsnt .. .. .. _ ......................... .�fran:.dl�.pr�ssrtlath+a .,_€]ale•. .. .. _ . �411 �lirna[r donee Fenrs�tralron L�fiar-:•� tie �.+�0 u-FacLor £;fared Fenestrahan 25Hrir�� n'a n�a �.3b n'a rein �51 �A2B 1i�f�c•�Franral'4'a•a•V� it rrl �36 15Aa� UMall i�=value• �1121 � �OSB Floor 3[]v � €id¢w hsrsic 4ua], •. •Slab•�I�•5��ra $ dti'Dt'i 1{41 dlZl .-�! + T� �A42 1a, � ft n'a raac r-�ut i i are IaGC I-�il� i s rornnores mouoco 9n rage c. EiLh Qwolling�r7d V7 ares+darrdsl bulldlrro shall campl}'wMh.urffrtlarrl options born Table R4�G.P 3+0 as10 ar:hl�4.1 IIWowInQ minlm�m nUmharottr+rdl�s: i. Small bwtlllrrg Uttll: 1.5 Crvdl� I�Jweilrr� unlls lase Lhan 1 dbG squarc'ael In r:ondllroned flex area. Y.�I L•ss Lhan �b� square feel of fmostrahor7 arcs. Add�hora haaroshng buldng Lhak arcg•�catarktian 540 sq,wreiaoLallrealedfiaorarea btrl kiss than I'irSO sq�ar+eloeL �!. hffidlumfJwwlllrr$ IJrrl: 3.6 [rfidh:s .bll dxxllr-.g umis Ihat a2 mi ndudad n d 7 or t!t3, f"-so.pilon_ [kuallnQ un� somnQ �•� aocupano�es shall rc�qurc i � CT�IS. 3. Lar�r GwralllnQUr�t �.bcrrdlls fiwrllr.� unds aboer.,drx� SL:4�] sq�am 1oeL d aorrdr�re•d floor ama. �. �1,ddYtlon>•lass Ihan 644 sgNara ioa[: .� Crodrd . .�abla FtdU�.2 S�vmrnar� :: :. :: .. _ . ran besrnalrom . � �sr .. .. _ :::1:t2:0 ... � : � :��_3� �:��0 �:�:��_i;(3 �:�:�5:0 �:�:�h�_4i3 '� 34.0 �:�:�8_4i3 �4.0 �:�:1�_�2 �n❑ �:�:�,� �:�:�bb �:�:�1�_�t3 Q:b � : � : � �_{i(3 4.0 :::::f7�U0 4.0 :: �-� 4.0 • : �QO .:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..... :�:Q�ai�aA�s��a#1��kia=:�:�:�:�:�:�:�:�:� :�:�:aE-g0 :�:�:��+�+�i..�#R;��r�d�F.�L4�:::1iei��i•:•�•�f�m •i•�•�•�•�•�:::::::::::::58 �:�:9�_i}1 .:.:. la fJ'¢ranL� �n,'clo-pc is Q.5 • lb fJ'¢renl9ul �mrala a 7b 1� 1� fJir:ierrL�ul �n,rcbpe 7t �A ld Elir:rcnl �wki En,rcb a 7d o.5 �a �1r�Leaka c{:ontrW and EMloia�rrl4l�errl�4or5}a �6 � Air Lcaka c �•ontrol and EMiorml ti+ml�hor5 � .1�0 . . 3c Arr Loaka e• S:ontrel and EMlorml W�errli�on �c - •i.ii 3a H h Elfr[rcrc HVp,� 3a 1�8 � H h Eltrcrar� HV]4� �b lA • yJ[ H h €tfr[rcrc HV]4i: Sc •1.6 . . �d H h EffKrcrc Hk74C 3d .1�0 . . � H h EffKrcrc HVX4L: �4str�rrYon •1�0 . . 8a f�fir:ra�l Y�alcr Hcvk �a �� . . .dh f�'ir:ranLu�alcr Hrat 5h .1�0 . . • •dc EI'¢ranl 4Yaler Hint �o •1.6 • •6d • fJ'¢ranl 4Yaler Hoak hd �6 � f�cnewahlo EladknC Eae dL5 . . Tra[al Gradlls• • �Icasc rcfe•- to Tahlc Ft4{JL.� iar oam�lcbe apticn dcstnptnra FOR UNIT #1 & 2 2.5 CREDITS ARE NEEDED 3B: 1 5A:.5 5C: 1.5 TOTAL: 2.5 CREDITS FOR UNIT #3 & 4 3.5 CREDITS ARE NEEDED 2A:.5 3B: 1 5A:.5 5C: 1.5 TOTAL: 3.5 CREDITS REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION � w. � 1 BUILDING OFFICIAL Jan 23 2023 APPROVED DATE ALL WORK SUBJECT gppROVED TO FIELD PLANS MUST BE INSPECTION FOR ON JOB SITE CODE COMPLIANCE �a e: Y fixed �a e: overhead door �� g�8 Err : Frflrtit Guor �2� PO'h'd�r: 3fin I Casement U�8 Ki�chlen: �+i �asemen� �2� �r�at roam: �fi I Cacs$m�rrt g�8 �r�at roam: � I Ca�em$rrt �2$ B�th:1fi I Cas$m�rrt g�8 B�r�am #1: � I C�s$merrt U�8 Bath:lfl I Cas$m�rrt g�8 Be�roam #2: � I Ca�$merrt U�8 ... ............................. .. ....... ........ ... ..... ... .. ....�:�71 ::::. . 1 1 S � � � � :1:��:0 � : � :�h•_ y 2 � 2 : • • �.0 1 _�.0 .. .� y 7 � � ... �:��.0 $_�.0 y $ ¢ fi � : � �:0 15.1 � .. . � y � � � ... � : • � �.0 �_�r0 y 2 � 2 �.0 1 _�.0 I a � � • : � � 41 4 �fy.0 ��}. day : : Lr.O �Y}l. �Uyy �Oy I�.O �_�0 ��r�lg�4raaaa arr�aC: � : � : � : � . 3��.� � : � :9�_�1 . �. .. . . i�werhea�Glazln S i hts��:�:�:�:�:�:�:�:�:�:�_�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�_�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: g � � �J �....................._....................................................._......._.............................. � � I}.0 ��••�_� �.0 �_�0 I}.0 �_�0 :�:��0 �_UO ::::�;0 ;. �_UO ' • �Irgaf�ae�d G1'a�ir�• �I�a ara��} :::::::::: :::::�:0 �_UO � � . :�. . �� R�� #� �bl pia s�rJ� ilpilja� :::::::::::: 3��:1� � : � :9�_�1 . $. . TABLE �� 4 i� z I F CONTENT COVER SHEET: P1 VICINITY MAP FLOOR AREA SUMMARY PROJECT INFORMATION P2 PLOT L1 LANDSCAPE PLAN ARCHITECTURAL: A1.1-2 ELEVATIONS A2 15T FLOOR PLAN A3 2ND FLOOR PLAN A4 3RD FLOOR PLAN A5 ROOF PLAN A6-7 DETAILS STRUCTURAL DRAWINGS: S PAGES ry-r � 1p � ........ � ....................................................... � � 3 22�th 5t 5W y CQ � � r�'-r � � rp � ,.vf 3 g- � � � � � � � � � 2�6t � C ro C ��8th St SW 228th St 5W �2810 Edmonds Way '104 � � � 231st St 5W V � y e � � �32nd 5t 5W � � j � � Holly Ln I I I r � 'I N _�. �� Maple Lri 23�th St 5W o, I ; I Madrana�.=L V4lnrdow, Skylight and Ddil�:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Pra�ottJrfarmyohm Cortarl�.��•m�'r+o1r:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: �:�::471171L�:�::1� fi'is�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� .�..•. ... .•_••..1.�*ir •.•.•.•.• .f]�•..Faet kr�r F99t �b ..•.•.•.•.•�$�.•.•.•U�.•. ..... . I:•:•:••:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:- Vera�al F�n�stratl�� da�d:d� • . :.:.:.:..:.:.:.:.:..:.:.:.:.:..:.:.:..:.:.:..:.:..:.:.:..:.:-:•:�:�:�:•:•:•:•:•:•:•:•:•:•:• •�•�t:::::::::::::::::::::::::::::::::::::::::::::::::::::::::1+4id�ti��:::•••: G9d�A�:�:�:�:�:�:�:�:�:�=��F•..�.f,��r::�::::::::..•Ci Feet ;r_h Feet ��m_�:�:�:��:��:�:�:�U�:�:• Ga �'' � Bedroom:l{ I Fix g28 BedroamL din Slider g28 �a e: OVertre�d d�ar1 g28 Err : �+i fi�€$d g28 Err : Frflnt Gaor g28 Stairs:l� I Fixed g28 Gr$�t Roam: err I Casement g28 14ilchlen: �+i �•asement g28 Gr��t roam:1� I Casem$rrt g28 Pawd$r_ fin I Fi�€$d g28 Pa�rd$r_ �flfl I Casement g28 Stairs:l� I fixed g28 Hall: �+in Oasement. g�� Be€ir�alrYti #2: err I Casement g28 B�thronm: �+i C•asement g28 Bedroom #1: vin Casement g28 Beth:1� I Fixed g28 1�L�: �+i 1 Casement g�8 ............................ _ ..... � : S�ilr�: :::�:. . 7 � � � ¢ �. 1Q.0 �:�:��_$� .. � y � � :::�a.o :�•••s_�o 7 16 ¢ � ¢ :: a:��:0 � 31.36 7 � � � ¢ :�:��$ �. 1_�0 7 3 ¢ � � �:��$ �:�:��_�0 . .�: 7 $ a � ¢ �:��.� �:�:�S.�Q � ¢ � ¢ �� .0 �:�:�h��0 .. .. � � � v .. �:�r;�:0 �:�:1�_$0 .. 7 � � � ¢ � : � :'I�:O � 2. B� � ¢ � ¢ � : � ��:$ � : 11 �0 r��y 6 • : • :7�:��y �.� y�yy 7 � ¢ 1 � � : � :��:5 � 2.9� . 7 � e � v �:�:�5:$ � 1_�0 tL+%ri��9i►�sFra�florr•1�i �€f: � : � : � : � : � � :54�:3 � : 4a�_ �• •• . ...�:�:�oinP�rtaot:�:�:�:�:�:�:�:�:�_�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::•I;.;..hiei9lit:�=�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: BLD2020-0019 U �-'� C1� w CIS E--� ^�^ !N !� W �7 !� •-•1 W C.1� E--•-I-I W REVISION Jan 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 z � � o W W 0 A Q � 0 r--� z � 4� a� � A V �� , o O .. � O - � �.., OQ N � O� r ^ N ~� v J � � Q � /�� - � VnJ !� U�� o O� w� �oQ �, w N N � �, N U w I � AVE. GKADE: 351.07 w B 350.41' w SCALE: i/8" =i'-o" CI) SCALE: 1/8" =1'-0" ��/ 11.12.19 REVISIONS: 3.8.21 RESUB Apr12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PRINTED: 3.8.21 z N u HH O rr^ m V J Cn 0 W w 0 rA V v 0 r--� z ° � Q a �, x V ° .� � o �' O � N .. � O �..{ 00 MAX HT: 381.07' MAX HT: 381.07' O CT HT: 381.03' ACT HT: 381.03' �� (f� _ N � r , � r^ � � L^ `JnJ � � � 1� U �� CEILING HT 3RD FLOOR: 376.25 CEILING HT 3RD FLOOR. 376.25 � O ~ O H � � _ w � W O J O J MO W N N 3RD FLOOR: 368.50' 3RD FLOOR: 368.50' N N BLD2020-0019 a� � a� � L� N L� N 2ND FLOOR: 359.75' 2ND FLOOR: 359.75' r 1 ' � 1— o C!� w � � � = AVE. GRADE: 351.07' = AVE. GRADE: 351.07' w SLAB 0' � SLAB 351.00' w SCALE: i/8" =i'-o" SCALE: i/8" =i'-o" RE ION RESUB Oct 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 11.12.19 REVISIONS: 3.8.21 7.22.22 10.5.22 PRINTED: 10.5.22 112' N N N 6) �. 4'5-1/2" 23' 12'3-1/2" 6'3" 23' 8'9" 5'6" 8'9" ---- O 11'� WDCI. I.KGVI I Vr I IVIV JG LLD GreGIILf — -- — — --- ELECT. TANKLESS HOT WATER ---� � HEATER (W/MIN EFF OF .93) � N WATER SUPPLY FOR HYDRONIC HEATERS � - flL i ! BY BEACON/MORRISAND MIXING VALVE W I N —� — — — — —� � = FOR HOTWATER SUPPLY TO EACH UNIT p i p -----Z --� ;N � � I ! <9 � � TYp � , .• I _TYf __ G ' • i - f �R ENN Lu � � � � �� 0 00 M UNIT1 GAI;AGE E• TYI' 16070 OVERHEAD DOOR WSEC CREDIT OPTION 5c (1.5 credit) ELECT. TANKLESS HOT WATER HEATER (W/MIN EFF OF .93) WATER SUPPLY FOR HYDRONIC HEATERS BY BEACON/MORRISAND MIXING VALVE FOR HOTWATER SUPPLY TO EACH UNIT UNIT2 GARAGE 16070 OVERHEAD DOOR � - U • N O � � N � � � �- N o .• � - 1 ROOF OVERHANG 23'3" 21'9" 8'10-1/2" 5'6" 8'10-1/2" 8'1-1/2" 5'6" �� 5020 5020 � • _� �; 3068 L r- � - -• �---------- np------------- 2'S-1/2" 11'4-1/2" 9�5�� 2'2-1/2" 11'4=1/2'' 9�2�� 2'S-1/2" 11'5" 9'4-1%2" 4'5-1 2" 18'9 1/2'-' 4'2- /2" 18'6- /2" 4'5-1 2" 18'S 1/2'' 1' 23'3" 22'9" 23'3" 112' 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. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. •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 IT5 VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR D15POSAL IN 51NK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEC SEG 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" D.C.,1" AIR SPACE 0 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. �,'i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � �� WEATHERSTRIP & INSUL. TO R-49 v_ _J O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) CARBON MONOXIDE DETECTOR PER IRC 315 WSEC CREDIT OPTION 5c (1.5 credit) ELECT. TANKLESS HOT WATER HEATER (W/MIN EFF OF .93) WATER SUPPLY FOR HYDRONIC HEATERS BY BEACON/MORRISAND MIXING VALVE FOR HOTWATER SUPPLY TO EACH UNIT i I t- a UNITS ________ i GARAGE N 16070 OVERHEAD DOOR � o ENT1;Y zZ �., O N � U �� , 10'2-1/2" 8'1-1/2" UNIT 4 � O GP,1zAGE 16070 OVERHEAD DOOR 21'9" 11'6-1/2" 9' 6'9-1/2" WSEC CREDIT OPTION 5c (1.5 credit) ELECT. TANKLE55 HOT WATER HEATER (W/MIN EFF OF .93) WATER SUPPLY FOR HYDRONIC HEATERS BY BEACON/MORRISAND MIXING VALVE FOR HOTWATER SUPPLY TO EACH UNIT 4'6-1/2" 6�3�� ; . 20 MIN. 5EL LOSING DO R N N CV O � '� �I ENT12Y _ 4'6-1/2" 3'10" 1 '9-1/2" 11'7-1/2" 9'2-1/2" 20' '2-1/2" 'N O '� �' N Cn o 'N m � N N_ �o N I� lii UNIT 1: (LIV) 53.50 5Q. FT. (GARAGE) 515.50 5Q. FT. UNIT 2: (LIV) 45.41 5Q. FT. (GARAGE) 546.84 5Q. FT. UNIT 3: (LIV) 57.03 5Q. FT. (GARAGE) 593.67 5Q. FT. UNIT 4: (LIV) 161.91 5Q. FT. (GARAGE) 653.22 5Q. FT. TOTAL = 2,627.38 SQ. FT. z I= � � o CC.^�)) r/� M V JJ vJ � O Ww A Q � � °o r--� z � Q �j o V •� ,� o Qo � � N O i� Z �3 z� Q U Qo O WQ � �W N N U w w w REVISIONS: 3.8.21 4.20.21 RESUB Apr 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PRINTED: 4.20.21 112' N 1' 23' 4'5-1/2" 12'3-1/2" 6'3" 11'6" AIR SOURCE HEAT PUMP MIN HSPF OF 9.0 PER WSEC 2015 3B 1.0 CREDIT � - - - - _._........ - - - _._..... - 0 NATIiRAL GA 5 0 AIR SOURCE HE �f PUMP I H P i 5040 TANKLESS H©TINATE MIN �F �F 0. HEATER 1 PER WSEC 2d1�a 5c 1. CREDITS P PER WSEC 2015 3B 1.0 CREDI N • NATURAL GAS TY� TANKLE55 HOTWATER HEATER MIN EF OF 0.91 ---------------; CV � � ! PER WSEC 2015 5c 1.5 CREDITS i � N � � I - pL � CV w -----w----- � -� - �N � j O � �' j j -o ---- -----o-----i TYI' j --�----� � UNIT1 Q TYp _i . • ---- i GAI;AGE � • --------� -��-- G I I - � . • j j 23' 23'3" 21'9" 4'5-1/2" 2'6-1/2" 16'3" 11'6" 10'10-1/2" 10'10-1/2" 11'7-1/2" 11'7-1/2" SOURCE HEAT PUMP MINHSPFOF9.0`- -----_._._..... ____----_._.; � - i PER weEc 2015 3B 1.o cRE it ' ' 2" RIDGE FOAM 24" VER ICAL @ F NTP,ION ---------- 60405LDER � ® °L � Q � � ' "MAX 51LL HT i ELECTRIC CARE � PED1200M SLI ER � 6040 SLIDER ' w � i WALL HEATER = U Q `� I OO w o � HIGH EFFICIENCY HVAG EQUIP. � � Q � � i DUCTLESS SPLIT SYSTEM FOR = 3 0 � � = LIVING AREA � H z N z � �.W_. _._ - J z � � _ TYf ~ � MIN. 5EL � N � UNIT 4 SING D00 ' - ' • GP,1zAGE ' 2' 2'1/2" 13'10-1/2" 4' _ - - UNIT2 � UNITS GA12AGE --14�rRE°� - - 7.5'� RISE- j � GARAGE �\ 16070 OVERHEAD DOOR / - - �' U I' � E � N 14 T EDS TYp `t 16070 OVERHEAD DOOR .5 RISE - � o EN P M _ N 14 TR DS � �, o � � zz �� N� w o 16070 OVERHEAD DOOR `� � z �� ENT1;Y_ " � � o z� ��, No 7.5" RISE �' � � - N N 1 ROOF OVERHANG 16070 OVERHEAD DOOR � • N O� � N � v � � � � C9 N o O� , L � , 3068 3068 ' r- -• �---------- np------------- 2'S-1/2" 11'4-1/2" 9�5�� 2'2-1/2" 11'4=1/2'' 9�2�� 2'S-1/2" 11'5" 9'4-1%2" 4'5-1 2" 18'9 1/2'-' 4'2- /2" 18'6- /2" 4'5-1 2" 18'S 1/2'' 1' 23'3" 22'9" 23'3" 112' NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. •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. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEC SEG 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" D.C.,1" AIR SPACE O 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. �,'i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � �� WEATHERSTRIP & INSUL. TO R-49 v_ _J O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) CARBON MONOXIDE DETECTOR PER IRC 315 10'2-1/2" 21'9" 11'6-1/2" 5' AIR SOURCE HEAT P MP PER WSEC 2015 3B 1.0 CREDI NATU AL GA5 TANKLE55 H TWATER HEATER MINE OF 0.91 PER WSEC 20 5 5c 1.5 CREDITS 1 C�3 9' 6'9-1/2" '2-1/2" 2" RIDGE FOA 24" VERTICAL @FOUNT ION 2640 � - 'N � � 40 8 PED1z00M = o '�' -gyp 2'6-1/2" 2'10" HIGH EFFICIENCY HVAC EQUIP. � � G DUCTLESS SPLIT SYSTEM FORx - LIVING AREA � N • ' � ELECTRIC CADET � ', � WALL HEATER ' 2'6-1/2" 2'5 /2" '5" 12'1-1/2" N 6) 20 MIN. SEL 3068 ', N LOSING DO R � ' N � N O � '� N ENT12Y _ ', � ' c0 N � 4 R DS IN N � 7. "RSE '� 4'6-1/2" 3'10" 1 '9-1/2" 11'7-1/2" 9'2-1/2" 20' UNIT 1: (LIV) 53.50 5Q. FT. (GARAGE) 515.50 5Q. FT. UNIT 2: (LIV) 45.41 SQ. FT. (GARAGE) 546.84 SQ. FT. UNIT 3: (LIV) 216.35 SQ. FT. (GARAGE) 434.35 SQ. FT. UNIT4: (LIV) 322.28 SQ. FT. (GARAGE) 492.85 SQ. FT TOTAL = 2,627.38 SQ. FT. z I= l J � � VV N a I� M VJ � 0 Ww A �--�I C7 °o � z � Q �j o V •� ,� o Qo � � N O i� Z �3 z� Q U Qo O WQ � �W N N BLD2020-0019 U w w w REVISION RESUB 11.1 EDMONDS DEVELOPMENT SERVICES RE�ISI�NS: 3.8.21 4.20.21 6.7.22 6.27.22 7.22.22 8.1.22 8.16.22 10.6.22 PRINTED: 10.6.22 N N N 6) �. 112' 1' 23' 23' 23'3" 21'9" 5' 6' 9' 4'5-1/2" 2'6-1/2" 16'3" 4'5-1/2" 12'3-1/2" 6'3" 11'6" 11'6" 11'7-1/2" 11'7-1/2" 10'10-1/2" 10'10-1/2" 6'9-1/2" 2'2-1/2" AIR SOURCE HEAT PUMP AIR 50URGE HEAT PUMP MINHSPFOF9.0 ' MINHSPFOF9.0' _ - ----------------..-.; r '-- -- PER WSEC 2015 3B 1.0 CREDIT PER WSEC 2015 3B 1.0 CRE IT I I 2" RIDGE FOAM 24" VER ICAL @ FOUNTP,ION AIR SOURCE HEAT P MP r---------------------I 60405LDER ' I I PER WSEC 2015 3B 1 0 CREDIT ----_._........-- -_._..... - ------ ----------I r - - - - NATIiRALGA �j AIR SOURCE HE �f PUMP I 0 I H P 5040 TANKLE55 H©TINATE MIN �F �F 0. PER WSEC 2d1�a 5c 1. HEATER 1 CREDITS P PER WSEC 2015 3B 1.0 CREDIT ' • NATURAL GA5 TANKLE55 HOTWATER HEATER TYP ' Od' MIN EF OF 0.91 ---------------; � ! PER WSEC 2015 5c 1.5 CREDITS I I N � � I - pL � CV w -----�----- - Q -----Z --I N I � � j O � � j ��- i � -----��---i TYP Q � --o ---- -----o-----i --;_-----� UNIT1Q � -`� - - - - -, --�' ---- . -- �'p-I • i GAI;AGE - �� - - G i --------� . � j j - - f �p 14 T EDS .5 RISE � _ Lu � �� ENN P �� M o0 1 ROOF OVERHANG E' TYP 16070 OVERHEAD DOOR I I "MAX 51LL HT I SLI ER ® � ■ � ■ � � ��■�� ■ ■ � ■ 2" RIDGE FOA 24" VERTICAL @FOUNT ION °L � I ELECTRIC CARE ■ Q � I PED1200M WALL HEATER I ® _ 2640 w � I _ � U I � � m � • ■ NATU Whole house mechanical ventilation to be AL GA5 N � H p u i TANKLE55 H 'provided. I TWATER HEATER ', N Q � o � I � M1507.3 2015 IRC MINE OF 0.91 ', 3 p w � --------------- ■ PER WSEC 20 5 5c 1.5 CREDITS � � d CIS-.U-.-._.._. z��W �, 40 8 PED1z00M o '�' � � � TYP J 2'6-1/2" 2'10" HIGH EFFICIENCY HVAC EQUIP. � � z � � _ TYP ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ r DUCTLESS SPLIT SYSTEM FORx � - ~ � MIN. SEL � N � O UNIT 4 G LIVING AREA � N 51NG D00 � GP,1zAGE O • , � � ELECTRIC CADET �- O 4' ' 2' 2'1/2" 13'10-1/2" _ - - UNIT2 _ � UNITS --14JTREDS � GARAGE 16070 OVERHEAD DOOR / GA12AGE - 7.5'� RISE- j 16070 OVERHEAD DOOR 14 TR'EDS � 7.5" RISE - " � �� wo N � � ENT1;Y_ � o zz z� O CV � N O J 16070 OVERHEAD DOOR � • N O� � N � v � � � � C9 N o O� , L � , I 3068 3068 I r- - � �---�---------_._..----------- I I i I � � � � � I- - - - - - - - - - - - - - - - - - - - - - - - - - � '� I I -• I- - - - - - - - - - �p - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - 2'S-1/2" 11'4-1/2" 9�5�� 2'2-1/2" 11'4=1/2'' 9�2�� 2'S-1/2" 11'5" 9'4-1%2" 4'5-1 2" 18'9 1/2'-' 4'2- /2" 18'6- /2" 4'5-1 2" 18'S 1/2'' 1' 23'3" 22'9" 23'3" 112' 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. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) •MIN. HEADROOM CLEARANCE OF 7'-6" IS REO'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REO'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. 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 •AIR SWITCH FOR D15POSAL IN 51NK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEC SEG 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE O 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. �,'i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE I �� WEATHERSTRIP &INSUL. TO R-49 v_ _J O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) CARBON MONOXIDE DETECTOR PER IRC 315 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE 10'2-1/2" 21'9" 11'6-1/2" WALL HEATER ', • ', 2'6-1/2" 2'5-1/2" '5" 12'1-1/2" N 6) 20 MIN. 5EL 3068 ', N LOSING DO � N ', � ' N � N O � '� N ENT12Y _ ', � ' c0 N � 4 R DS IN N � 7. "RSE '� 4'6-1/2" 3'10" 1 '9-1/2" REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION �� w. � �� BUILDING OFFICIAL Jan 23 2023 APPROVED DATE 11'7-1/2" 9'2-1/2" 20' UNIT 1: (LIV) 53.50 5Q. FT. (GARAGE) 515.50 5Q. FT. UNIT 2: (LIV) 45.41 SQ. FT. (GARAGE) 546.84 SQ. FT. UNIT 3: (LIV) 216.35 SQ. FT. (GARAGE) 434.35 SQ. FT. UNIT4: (LIV) 322.28 SQ. FT. (GARAGE) 492.85 SQ. FT TOTAL = 2,627.38 SQ. FT. z I= l J � � VV N a �� r ,.� � v, Ww A Q � � °o � z � Q �j o V •� ,� o Qo � � N O i� Z �3 z� Q U Qo O WQ � �W N N BLD2020-0019 1 REVISION Jan 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U w w w w w 11.12.19 REVISIONS: 3.8.21 4.20.21 6.7.22 6.27.22 7.22.22 8.1.22 8.16.22 10.6.22 12.19.22 PRINTED: I 12.19.22 6 C� Wbt(, (,KtVfl �a (.� credits) TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-Cf 1.0 GI'M (TYP FOR ALL UNITS) NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S 5PEC5 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" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FIN15H FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE 6.ALL WINDOWS &DOORS HAVING ACCE55 TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) •MIN. HEADROOM CLEARANCE OF 7'-6" 15 REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. •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 IT5 VERTICAL DIMENSION. @THE LOWER POINT, A MIN. D15TANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR D15P05AL IN 51NK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEG SEG 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" D.C.,1" AIR SPACE 0 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. �,'i 22"X30" ATTIC ACCE55 (30" MIN. VERT. CLEARANCE � �� WEATHERSTRIP & INSUL. TO R-49 v_ _J O 120V 5MK DET W/BATT BACKUP (INTERCONNECTED) CARBON MONOXIDE DETECTOR PER IRC 315 117' z W Q z 0 u 0 a i� r� vJ W V z A Q Q z 0 Q w 0 N N U w w w 0 N O Q z 0 Q w REVISIONS: 3.8.21 4.20.21 RESUB Apr 20 2021 � � CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PRINTED 4.20.21 SCALE: 1/4" = 1'-0" UNIT 1: (LIV) 594.50 SQ. FT. UNIT 2: (LIV) 617.75 5Q. FT. UNIT 3: (LIV) 676.50 5Q. FT. UNIT 4: (LIV) 839.12 5Q. FT. TOTAL = 2,727.87 5Q. FT. 6 C� Wbt(, (,KtVfl �a (.� credits) TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-Cf 1.0 GI'M (TYP FOR ALL UNITS) NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S 5PEC5 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" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FIN15H FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE 6.ALL WINDOWS &DOORS HAVING ACCE55 TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) •MIN. HEADROOM CLEARANCE OF 7'-6" 15 REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. •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 IT5 VERTICAL DIMENSION. @THE LOWER POINT, A MIN. D15TANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR D15P05AL IN 51NK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEG SEG 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" D.C.,1" AIR SPACE O 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. �,'i 22"X30" ATTIC ACCE55 (30" MIN. VERT. CLEARANCE � �� WEATHERSTRIP & INSUL. TO R-49 v_ _J O 120V 5MK DET W/BATT BACKUP (INTERCONNECTED) CARBON MONOXIDE DETECTOR PER IRC 315 117' SCALE: 1/4" = 1'-0" UNIT 1: (LIV) 594.50 SQ. FT. UNIT 2: (LIV) 617.75 5Q. FT. UNIT 3: (LIV) 676.50 5Q. FT. UNIT 4: (LIV) 839.12 5Q. FT. TOTAL = 2,727.87 5Q. FT. z W Q z 0 u 0 a i� W V z A Q Q z 0 Q w 0 N N 0 rn 0 0 rn 0 0 a� 0 0 �, 0 N O Q z 0 Q w BLD2020-0019 U w w w REVISION RESUB � �.. gi1�U OY/tUMVNUJ DEVELOPMENT SERVICES RE�ISI�NS: 3.8.21 4.20.21 6.7.22 6.27.22 7.22.22 8.1.22 8.16.22 10.5.22 IPRINTED: I 10.5.22 L 6 C� w5tc, c,Ktvi i �a �.� creaitis� TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-Cf 1.0 GI'M (TYP FOR ALL UNITS) NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S 5PEC5 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" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FIN15H FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE 6.ALL WINDOWS &DOORS HAVING ACCE55 TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) •MIN. HEADROOM CLEARANCE OF 7'-6" 15 REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. •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 IT5 VERTICAL DIMENSION. @THE LOWER POINT, A MIN. D15TANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR D15P05AL IN 51NK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEG SEG 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" D.C.,1" AIR SPACE O 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. �,'i 22"X30" ATTIC ACCE55 (30" MIN. VERT. CLEARANCE � �� WEATHERSTRIP & INSUL. TO R-49 v_ _J O 120V 5MK DET W/BATT BACKUP (INTERCONNECTED) CARBON MONOXIDE DETECTOR PER IRC 315 117' REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION BUILDING OFFICIAL Jan 23 2023 APPROVED DATE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE SCALE: 1/4" = 1'-0" UNIT 1: (LIV) 594.50 SQ. FT. UNIT 2: (LIV) 617.75 5Q. FT. UNIT 3: (LIV) 676.50 5Q. FT. UNIT 4: (LIV) 839.12 5Q. FT. TOTAL = 2,727.87 5Q. FT. z 0 u 0 a Q Q z 0 Q w 0 N N 0 N O Q z 0 Q w BLD2020-0019 112' 1' 12'3" 9' 1'9" 12'3" 9' 1'9" 12'3" 9' 2' 3' 10' 8'9" 11' 9' 8'6" 3'9" 10'6" 1'9" 10'6" 1'9" 3'3" 5'9" 4'5-1/2" 7'9-1/2" 4'6" 4'6" 4'6" 7'9" 4'6" 4'6" 4'5-1/2" 7'9-1/2" � 4'6" 4'6" ; 5' S' 6'6" 2'3" 5'6" 5'6" 6'91/2" 2'2-1/2" -- L- - - - - - - - - - - - - - - - -� _______________ ________________ � � _______ �---------------------"------- 44" MAX SI HEIGHT � i � 7646 �-- �------------------_-_-------------------------------, 44" MAX SIL HEIGHT o 0 761E 2 20 � o- � -- -----_ � N �p------------------------- - � - ° ° • - --- '� 7646 I - � BEDR OM #1 � i 44" MAX SILL HEIGHT - - _ _ _ __ � 2620 �` II B 7646 I � 50� 0 � 44" MAX SILL HEIGHT L � BEDR OM #1 50 C BATH _ ® - •� � BATH � � i I - � . 50 G � <p - 50 CFM � WIC � � II -gyp BATH _ O � � N N I � � � N P � N � � = 12'3-12" 1'8" � T1/2" �I 14'3" II � �� N � _ - � � 12'3-1 2" N � 26 8 PD. �I � II CV BEDROOM #1 N � � � U N I 3 � O o TY � N S� U N I 2 � � O N BEDROOM #2 � I o UNIT 1 � - 0 - 0 ------------------------------- I - `s' Q CV N , _ � 3'8" 1'8-1/2" 3'7-1/2" 5'3-1/2" � 3'8" 1'8-1/2" 3'7-1/2" 5'3-1/2" 14'6" ; ;� --, � � � - - o I N • N �0 14 � � � ! O � 50 CFM ° I � ° � N - O N 2268 PD. I DOWN 0 2268 I?D. I �\ _-- - - - l ; ___1�OUSE FANOL� __ � _ N i N i N__ M � � � 3' 2'8-1/2" �9-1/2" 3' „ � ur.o. 4'1/2" 3'4-1/2" 3�1,� 3�9„ N 5'3-1/ ' o� = 5 � 41/2 � � WIC I � � � � � WIC ,IX(IC, • � II v � � _ � ' ' "- N 10 FM W O E I i i N 10 FM W O E n I I `�� 4968 BY I'A55 I V�i"G I 0 H SE FA I �\ i H SE FA I , `�i II BEDROOM #1 I ' �� ' 5068 BY I'A55 � I � � TYp N �� _ � - I� � 1 L N � �---------� I'---� i ..---------� I'---� I � I' ---\I 2� I � J �----------�- O = 2268PD. II �-------------- I . , ... N 2�4�� 2�5�, 4' � �� - /2' � �� '2" 1'10-1/ I CV = - = I �, _ _ - - - _� I 4' � '2" 1'10-1/ ' 3'3-1/2" '8-1/2" � � o cQ = PROVIDE 100 5Q. IN. � ® N � _ � o LOUVERED VENT IN DOOP. C9 ° � O • N BATH N - N ° N I � � � � 2 � � UNI 4 I ------- � IIN II � BATH � PROVIDE 100 SQ. IN. I � I � 2268 PD. _ O LOUVERED VENT IN D00R I � _ - � BEDROOM #2 N N � BEDROOM #2 BATH VAULTED AREA - -- -- _ - -- I � _ I � \` � � N 1' -1/2" ' " i � � • _ _ 44" MAX SILL HEIGHT _ _ _ _ -' _ _ _ _ , I BEDROOM #2 N � Wl'c � � � � co � N 50 CF I- = cV • � � _ 904E /9016 TR NSOM ___ I i----------- 5 0------------ H 5 0 I �' � � � � � _ , WIC o � � � II '3-1/2" � 12'9" � � - � � "�---------------------- 50 F ' ' -- -` � �'— — —\�. N � - N_ _ fit' � I -- --- --- --------- -- >L------------------------ -- N_� ------ � WIC � � � I L(i - O � N N • - - - - N - - - - - - - 50 C VAULTED AREA 2620 li N N 0 ,,,_ ---------------------- IGHT ------ -------- 44i'MAXSILLHE �----===='------ ---------------------- VAULTED A EA 20 - - - - , -____ _____ �� , VAULTED AREA 2620 � 44" MAX SILL HEIGHT � N50M - - - ------== =-------I i 44" MAX SILL HEIGHT �'�� - - - - - - - - - - - - - - L - �_________ __ _ _�� _____ ____- � 1 � - -� �"--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - 10'9- /2" 9'2-1/2" 4'5-1/2" 2'6" 5'6" 5'6" 2'4" 2'11-1/2" 4'2-1/2" 2'6" 5'6" 5'6" 2'4" 2' " 5'6" " 2'4" 2'11-1/2" 5'6" 5'6" 3'5" 3'2" 5'7-1/2" 10'1 -1/2" 3'6" 6'11-1/2" 1 ' 5' -1/2" 6'8-1/2' 1 ' '1" 6'11" 1 ' 5' -1/2" 4'2" 1 ' 6' " 20' 112' 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 3 = 33% RUN TIME IN EACH 4-HOUR SEGMENT. PROVIDE 100 S0. IN. LOUVERED VENT IN D00R I NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FL00R. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) •MIN. HEADROOM CLEARANCE OF 7'-6" IS REO'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REO'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. 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 •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEG SEG 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" D.C.,1" AIR SPACE 0 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. �,'I 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � �� I WEATHERSTRIP &INSUL. TO R-49 v_ _J O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) CARBON MONOXIDE DETECTOR PER IRC 315 TYP AT ALL UNITS WSEG CREDIT 5a (.5 credits) GROHE 2611700 FAIRBORN � SHOWER HEAD 1.75 GPM TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM TYP AT ALL UNITS WSEC CREDIT 5a (.5 credits) GROHE 2611700 FAIRBORN SHOWER HEAD 1.75 GPM TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM A N 3RD FL UNIT 1: (LIV) 515.32 5Q. FT. UNIT 2: (LIV) 554.10 5Q. FT. UNIT 3: (LIV) 609.07 SQ. FT UNIT 4: (LIV) 763.12 5Q. FT. TOTAL = 2,441.61 5Q. FT. R PLA z I= a {� M V J � 0 Ww A Qo � � N O i� Z �3 z� Q U Qo O WQ � �W N N U w w w REVISIONS: 3.8.21 4.20.21 RESUB Apr 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PRINTED: I 4.20.21 112' 1' 12'3" 9' 1'9" 12'3" 9' 1'9" 12'3" 9' 2' 3' 10' 8'9" 11' 9' 8'6" 3'9" 10'6" 1'9" 10'6" 1'9" 3'3" 5'9" 4'5-1/2" 7'9-1/2" 4'6" 4'6" 4'6" 7'9" 4'6" 4'6" 4'6" 7'9" � 4'6" 4'6" ; 5' S' 6'6" 2'3" 5'6" 5'6" 6'91/2" 2'2-1/2" -- � L- - - - - - - - - - - - - - - - -� _______________ ________________ � � _______ �---------------------"------- 44" MAX SI HEIGHT � i � 7646 �-- �------------------_-_-------------------------------, - � .- -�. - 44" MAX SIL HEIGHT o 0 761E 2 20 � N �p------------------------- � _ ° ° • - --- '� 7646 � - � BEDR OM #1 � i 44" MAX SILL HEIGHT - - _ _ _ __ � 2620 �` B 7646 ______ ______ 50 CF � � 50� 0 � 44" MAX SILL HEIGHT L � BEDR OM #1 BATH _ ® - 'O � BATH � � i i - � . 50 GF BATH _ ® - � - 50 CFM � WIC � 0 _ HIGH EFFICIENCY HVAC EQUIP TYp � �q � N N i i N P � DUCTLESS SPLIT SYSTEM FOR r- O = 12'3-1 2" ' " 1'8" � T1/2" � 14'3" � � N LIVING AREA CV � - � - _ i � � 12'3-1 2" N � 26 81'D. � � it cV � � BEDROOM #1 N � � � . U N I 3 � O O TY � N 3o U N I 2 � o � N BEDROOM #2 � O DUCTLESS INDOOR UNIT 1 � N ® N 30 UNIT LOCATION ________________ ________________ �- r � �� _ � p i CV _ �o Q 3 8 18-1/2 3 7-1/2 5 3-1/2 3 8 18-1/2 3 7-1/2 5 3-1/2 14'6" � 50 CFM ° �� , • N 14 � 2268 PD. DOWN 2268 PD. \ _ __T�0_C�__�WNOL�� O � o �I � CV � CV � CV � Cad- M- ---' -`�' � = O _ � � n i n u , O � � — — — — — — , � HOUSE FAN 4'1/2" 3'4-1/2,� 3�1,� 3�9„ N 5'3-1/ ' o� 3 2 8-1/2 9-1/2 3 _ ur.o. � ' ' " _ - cV 10 FMW 0 E i i i cV 10 FMW 0 E n � i � ` � � � 5 41/2 � WIC V1�i'G WIC IX(IC - - 4968 BY I'AS5 - H SE FA � i i H SE FA � � � i O � v\ � � i � TYI' N 210 � � o i i� ` i i o i� i i BEDROOM #1 i i i � N 1 L � � � ®---------� I---� i ..---------� I---� i ®i I�---\� � ______________ it C� �p N 0 3 , � 3 � � � ` , , 5068 BY PASS � p J � - - - - - - - - - � = 2268 P.D. it HIGH EFFIGIENGY HVAC EQUIP. 2 i • • - 2'4" 2'5" 4' " " _ /2� � �� DUCTLESS SPLIT SYSTEM FOR - '2" 1'10-1/ - CV N 30 � = LIVING AREA _ i _ 4' � '2" 1'10-1/ ' 3'3-1/2" '8-1/2" � � ° � 3 PROVIDE 100 50. IN. � c� � _ � o LOUVERED VENT IN DOOR C9 ° � O BATH N - HIGH EFFICIENCY HVAC EQUIP N ° � N UNIT 4 i _ _ - HIGH EFFIGIENGY HVAC EQUIP. i � DUCTLESS SPLIT SYSTEM FOR O � - - - - - DUCTLESS SPLIT SYSTEM FOR i N BATH LIVING AREA PROVIDE 100 SQ. IN. i � i � 2268 PD. _ LIVING AREA O LOUVERED VENT IN DOOR i � � � - - � BEDROOM #2 N N ` -- -- -,_ _ - -- � BEDROOM #2 BATH VAULTED AREA ' � _ � ' � � N 1' -1/2" ' " , � � BEDROOM #2 � 44" MAX SILL HEIGHT _ _ _ _ _ _ _ _ _ _ t� - 50 CF i � • ' ' 904E /9016 TR NSOM � i 5 D 5 0 � _ N � W�` � � � r- - WIC o � � DUCTLE55 INDOOR `� � I � � � ,� N � � � �-------------------------------- H � - � � � 3-1/2 12 9 �-----------, � ��_ _ _`� ° � � N � _ UNIT LOCATION _ � � , , � � � 50 F � '--------------'--------------------------- --' � I i u � C� i n W I (�] � �__ N DUCTLESS INDO R � 3-1/2 � 129 i WIC N � �- ,------------------------ -- _ N � UNIT LOCATION - - - - - - _ UNIT LOCATION i � o __ _ _ � � N 50 C VAULTED AREA 2620 it 0 ., -------------------- IGHT ------ -------- 44i'MAXSILLHE �----===='------ ---------------------- VAULTED A EA 20 - - - - , -____ _____ �� - , VAULTED AREA 2620 � 44" MAX SILL HEIGHT � NSOM - - - � � 44" MAX SILL HEIGHT �'��,, -. ----- i _ _ _ _ _ _ _ _ - - - ______ ______________ L - - - - - - - - - - - - - - - r - - - - _ - - - - -� �"--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - 10'9- /2" 9'2-1/2" 4'5-1/2" 2'6" 5'6" 5'6" 2'4" 2'11-1/2" 4'2-1/2" 2'6" 5'6" 5'6" 2'4" 2' " 5'6" " 2'4" 2'11-1/2" 5'6" 5'6" 3'5" 3'2" 5'7-1/2" 10'1 -1/2" 3'6" 6'11-1/2" 1 ' 5' -1/2" 6'8-1/2' 1 ' '1" 6'11" 1 ' 5' -1/2" 4'2" 1 ' 6' " 20' 112' 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 3 = 33% RUN TIME IN EACH 4-HOUR SEGMENT. PROVIDE 100 S0. IN. LOUVERED VENT IN DOOR NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) •MIN. HEADROOM CLEARANCE OF 7'-6" IS REO'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REO'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. 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 •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEG SEG 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE O 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. �,'i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � �� WEATHERSTRIP &INSUL. TO R-49 v_ _J O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) CARBON MONOXIDE DETECTOR PER IRC 315 TYP AT ALL UNITS WSEG CREDIT 5a (.5 credits) GROHE 2611700 FAIRBORN � SHOWER HEAD 1.75 GPM TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM TYP AT ALL UNITS WSEC CREDIT 5a (.5 credits) GROHE 2611700 FAIRBORN SHOWER HEAD 1.75 GPM TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM A N 3RD FL UNIT 1: (LIV) 515.32 SQ. FT. UNIT 2: (LIV) 554.10 SQ. FT. UNIT 3: (LIV) 609.07 SQ. FT. UNIT 4: (LIV) 763.12 5Q. FT. TOTAL = 2,441.61 SQ. FT. R PLA BLD2020-0019 REVISION RESUB Oct 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N I N N i\ o� N 112' 1' 12'3" 9' 1'9" 12'3" 9' 1'9" 12'3" 9' 2' 3' 10' 8'9" 11' 9' 8'6" 3'9" 10'6" 1'9" 10'6" 1'9" 3'3" 5'9" 4'5-1/2" 7'9-1/2" 4'6" 4'6" 4'6" 7'9" 4'6" 4'6" 4'6" 7'9" I 4'6" 4'6" ; 5' S' 6'6" 2'3" 5'6" 5'6" 6'91/2" 2'2-1/2" I I I I � - - I I L - - - - - - - - - - - - - - - - -I _______________ ________________ I I I I -------------- --------------- 44" MAX 51 HEIGHT I I I 7646 �-- �------------------_-_-------------------------------, I 761E -- � ��- I 44" MAX 51L HEIGHT o ° ° 2 20 I I_ --------- I TYP I� _--------------- - � ° ° � _-------- 7646 ------ � BEDR OM #1 � I 44" MAX SILL HEIGHT _ _ __ � 2620 -- B ----- 7646 � - ______ ______ 50 CF I 50� 0 � 44" MAX SILL HEIGHT L 4 � BEDR OM #1 BATH ® - •o � BATH � � i i 50 GF - BATH _ ® - � - 50 CFM � WIC � 0 _ HIGH EFFICIENCY HVAC EQUIP TYp � �9 � N N I � P � DUCTLESS SPLIT SYSTEM FOR r- o = 12'3-1 2" " 1'8" � T1/2" � 14'3" � N LIVING AREA _ � - _ i � � N \ _ - 12'3-1 2" N � 26 81'D. � `� BEDROOM #1 N � � � . U N I 3 � N CV �0 � � ° � DUCTLESS INDOOR BEDROOM #2 �, � ' � � UNIT 1 � � � N 3° • U N � 2 N 30 UNIT LOCATION =------------------------------ '_ � Q � 3'8" 1'8-1/2" 3'7-1/2" 5'3-1/2" � 3'8" 1'8-1/2" 3'7-1/2" 5'3-1/2" 14�6,� ; ;� -�, ! � - - � � N • N �° 14' � � � O � 50 CFM ° � � r- ----------' , c- � ° � 3 28-1/2 9-1/2 3 N 2268 PD. I I DOWN O N 2268 I?D. i ��_==_Tao_c�M iyHOL� __; _N __ o _ � � n i n u I • I � = _ - - - , HOUSE FAN 4'1/2" 3'4-1/2" 3�1,� 3�9„ N 5'3-1/ �� 0� � i� i I I � � I� � I i � KT.O. i� i � i 5' 4'1/2" \ 4968 BY I'A55 � N 10 aE n o E WIC � �I �'� i ; N 10 FM w o E WIC " �� ,�X(ICI �� 0 � �y' � _ TYI' cN �10 � � _ O I � � � I I ° H SE FA � � ` I � BEDROOM #1 � � ` I � � 1 L N � � 3---------� �'---� I O ..---------� �---� i � �'---\i 2� it J � - - - - - - - - - -�- O = 2268 P.D. it HIGH EFFIGIENGY HVAC EQUIP. 2 5068 BY PASS ' • ' ' ' N ° 2'4" 2'5" 4' - /2' ' " DUCTLESS SPLIT SYSTEM FOR - '2" 1'10-1/ - 30 = = LIVING AREA � � � �� o PROVIDE 100 SQ. IN. CV O � 4 2 110-1/ 3 3-1/2 8-1/2 � <o o � 3 � ® • � � o LOUVERED VENT IN DOOR C9 ° � O � _ � � 2 - ,� � �o • N BATH N - HIGH EFFICIENCY HVAC EQUIP N ° N UNIT 4 - - - - - - - - HIGH EFFIGIENGY HVAC EQUIP. DUCTLESS SPLIT SYSTEM FOR i N � DUCTLESS SPLIT SYSTEM FOR BATH LIVING AREA O PROVIDE 100 SQ. IN. i 2268 PD. LIVING AREA O LOUVERED VENT IN D00R i � - - � BEDROOM #2 N N ` -- -- -,_ _ - -- - � BEDROOM #2 BATH VAULTED AREA ' � �` � � N 1' -1/2" ' " I � � BEDROOM #2 � 44" MAX SILL HEIGHT _ _ I t� N 50 CF i � N • ' I _ 904E /9016 TR NSOM � - - - - - - - i ____-- 5 D -_-___ H 5 0 '� i I ---------- ---------- i I Wl'� I � \ 'r-----------"- - DUCTLE551NDOOR o I I I' � I � � � = I WIC o � '3-1/2" � 12�9,� I I �'---�� ° � � N I _ UNIT LOCATION _ � � 50 F i i '� '--------------------------- � � I i u� C� i n OW I N I I_ _ � N DUCTLESS INDO R I 3-1/2 � 129 i WIC N � �- ,------------------------ -� N � UNIT LOCATION - - - - - - _ UNIT LOCATION o I � 50 C VAULTED AREA 2620 0 ,, -- -------------------- 44"MAX SILL HEIGHT ' -----_==='------1---------------------- I VAULTED A EA 20 - - - - - - - - - - - - , _____________ - - - --- -' I VAULTED AREA 2620 44" MAX SILL HEIGHT I NSOM - - �-------==-------I I I 904E W/9016 TR � - - - - - - - - - - - --------- --_ _ - - - „_ I I 44" MAX SILL HEIGHT �'�� -- - - - - - - - - - - - -I � - - I I - r - - - - - I I I � � I I I � � '� - ------ I I I I I I '-----"-�- I II � - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - 10'9- /2" 9'2-1/2" 4'5-1/2" 2'6" 5'6" 5'6" 2'4" 2'11-1/2" 4'2-1/2" 2'6" 5'6" 5'6" 2'4" 2' " 5'6" " 2'4" 2'11-1/2" 5'6" 5'6" 3'5" 3'2" 5'7-1/2" 10'1 -1/2" 3'6" 6'11-1/2" 1 ' 5' -1/2" 6'8-1/2' 1 ' '1" 6'11" 1 ' 5' -1/2" 4'2" 1 ' 6' " 20' 112' 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 3 = 33% RUN TIME IN EACH 4-HOUR SEGMENT. PROVIDE 100 S0. IN. LOUVERED VENT IN D00R NOTES •FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @ FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAG) •MIN. HEADROOM CLEARANCE OF 7'-6" IS REO'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REO'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. 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 •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEG SEG 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" D.C.,1" AIR SPACE O 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. �,'i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE I �� WEATHERSTRIP &INSUL. TO R-49 v_ _J O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) CARBON MONOXIDE DETECTOR PER IRC 315 TYP AT ALL UNITS WSEG CREDIT 5a (.5 credits) GROHE 2611700 FAIRBORN � SHOWER HEAD 1.75 GPM TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION � w. � BUILDING OFFICIAL Jan 23 2023 APPROVED DATE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE A N TYP AT ALL UNITS WSEC CREDIT 5a (.5 credits) GROHE 2611700 FAIRBORN SHOWER HEAD 1.75 GPM TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM o� O FLOOR PLA UNIT 1: (LIV) 515.32 SQ. FT. UNIT 2: (LIV) 554.10 SQ. FT. UNIT 3: (LIV) 609.07 SQ. FT. UNIT 4: (LIV) 763.12 5Q. FT. TOTAL = 2,441.61 SQ. FT. Qo � � N O i� Z �3 z� Q U Qo O WQ � �W N N BLD2020-0019 z � � F--� o W 0 _. = � �___ CRICI ET w A ,__ � ,, � CRICKET CR CKET � ° r--� z 4� a� CRI KET �+ A CRIC ET V � ® �� o •:i •: � GO H W _� CRICKET CRICKET U _ � � � � CRICKET ® � CRICKET Q O __„ � p ., : CRI KET .. %"� � O � �---� Q CRI KET CRI KET CRIC ET � O OOF VENTILATION U � O UNIT 1 M—�+ ATTIC VENTILATION 12EQ'D 1 S.F./300 S.F. Al2EA = 594.50/300 X 144 = 285.36 S.I. 12EQ'D O w EAVES 69 L.F. X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 324.30 S.I. =100% � � 4�---� 1200E JACK 51 S.I. /EACH I'120VIDE 3 JACKS = 153.00 S.I. = 53% � w 00 N UNIT 2 N ATTIC VENTILATION 12EQ'D 1 S.F./300 S.F. Al2EA = 617.75/300 X 144 = 296.52 5.1. 12EQ'D EAVES 46 L.F. X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 216.20 S.I. = 72% 1200E JACK 51 S.I. /EACH I'120VIDE 3 JACKS = 153.00 S.I. = 51% UNIT 3 ATTIC VENTILATION 12EQ'D 1 S.F./300 S.F. Al2EA = 676.50/300 X 144 = 324.72 S.I. �EQ'D EAVES 46 L.F. X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 216.20 S.I. = 66% 1200E JACK 51 S.I. /EACH I'120VIDE 4 JACKS = 204.00 S.I. = 62% UNIT4 TTIC VENTILATION 1;EQ'D 1 S.F./300 S.F. Al2EA = 839.12/300 X 144 = 402.77 5.1. 12EQ'D U EAVES 99 L.F. X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 465.30 S.I. =115% 1200E JACK 51 S.I. /EACH I'120VIDE 4 JACKS = 204.00 S.I. = 51% CIS ROOF JACK w CI) I-1 w w H--I 11.12.19 REVISIONS: 3.8.21 4.20.21 RESUB Apr 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PRINTED: 4.20.21 SCALE: 1/4" = 1'-D" TYPICAL ROOF CONSTRUCTION COMPOSITION ROOFING BLOW ATTIC INSULATION R - 49 FLAME Sf 1zEAD 7/16" OSB 1200E DIAPHRAGM, U.N.O. NOT TO EXCEED 25 AND 2X ENGINEERED TRUSS SMOKE DENSITY NOT TO �j z 8d @ 6" O.C. � EXCEED 450 IN ATTIC r � C7 V " o 2X SOLID USE APPROVED ~ � o BLKG. W/ V INSULATION BAFFLE � w " HOLES AS REQ. W/ 1" MIN. AIRSPACE w A ABOVE INSULATON C7 o H-1 OR EQUAL @ � z r\ EACH TRUSS PER � ►� �� SHEARWALL SCHD. � A 7/16" OSB -FOR NAILING 5/8" GWB, (2-LAYER � � �--� o REFER TO SHEAR 5/8 GWB IF 1-HOUR WALL SCHED. � � 5/8" GWB (2) 2X6 TOP PL A B TYP. ROOF CONSTRUCTION c D ' • ' • ' • ' • As per applicant, install fire -retardant - 2X6 OR 2X4 FRAMING ■ FLOOR -CEILING SYSTEMS, WOOD FRAMED '- � treated plywood for at least 4 feet on both : GA FILE N0. FC 5011 PROPRIETARY* 1 HOUR 60 to 64 STC @ 16" o.c. EXTERIOR WALLS ■ ■ FIRE SOUND R21 INSULATION IN ;sides of the common walls In accordance :_ WOOD I -JOISTS, WOOD STRUCTURAL PANELS, GYPSUM 1 HOUR FLOOR TOPPING, RESILIENT CHANNELS, GLASS FIBER BATT OR LOOSE FILL INSULATION, GYPSUM WALLBOARD EXTERIOR WALL A FILE N0. WP 8 OS ENER - 5/8" TYPE "X" GYPSUM FIRE :with IRC 302.2.4 ■ Base layer+h" proprietary type X gypsum wallboard or gypsum veneer base applied at right 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 +' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' � 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 Halls 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 360rJ 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+/z" Type G screws 8" o.c. at the butt joints loctaed mid span between the Fire Test: UL R1319, 05NK04589, INTERIOR SIDE: One layer 518" type Xgypsum wallboard, waler-resistant gypsum APPLY 5 / 8 TYPE X GWB OR EQU IV pQ resilient channels. Glass fiber insulation secured to subfloor or loose fill insulation 2-4-05; UL R1319, 1 HOUR F.R. backin board, or sum veneer base a Iled arallel or at ri ht an les to Studs with applied directly over gypsum board. Wood I joists supporting 791az" wood structural panel OSNKOsa96, 3-31-05; g gyp pp p g g ROOF O N TRUSS BEFORE PLACEMENT � � f'� subfloor applied at right angles to joists with construction adhesive and 6d ring shank UL Design L570 6d coated nails 1 7!8" long, 0.0915" shank, 1(4" heads 7" o.c. LOAD-BEARINGI (TO BE INSPECTED BEFORE PLACEMENT) F---I nails 12" o.c. Minimum +/z" proprietary gypsum floor topping applied over subfloor. Sound Test: RAL OT03-05, 4-22-03; TRUSS O STC rated with I joists spaced 24" o.c., 3+/:" glass fiber insulation in joist spaces, zla" RAL OT03-07, 4-29-03; Thickness: Varies + RAL OT03-09, 6-18-03 Approx. Weight: 7 psf proprietary gypsum floor topping poured over la" proprietary sound reduction mat, and 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 �� when sheet vinyl or engineered wood laminate is applied to Boor; STC 66 when tested RAL OT03-O6, 4-22-03; {UL R3501-47, -48, 9-17-65, with ceramictileappliedtofloor.) (szengineeredwood ONE LAYER 5/8" TYPE X PLAIN OR PREDECORATED laminate) RALOT03-08, GYPSUM WALLBOARD, WATER RESISTANT BACKER UL Design U3U9; PROPRIETARY GYPSUM COMPONENTS UL R1319-129, 7-22-70, a-2s-o3; BOARD OR VENEER BASE APPLIED PARALLEL WITH OR United States Gypsum Company - +li' 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.e.W/ 6d COATED NAILS. 1-7/8" LONG, 0.0915" SHANK, TYPE X GWB I --I U � 1/4" HEADS, 7" o.c. JOINTS OF SQUARE EDGE, BEVEL EDGE W OR PREDECORATED WALLBOARD MAY BE LEFT EXPOSED. 0 O STAGGER JOINTS EACH SIDE. O (LOAD -BEARING) N Q GARAGE WALL w 1/2 OSB F G FIRE SEPERATION SPACERS ON WALL B1EFORE 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 WB BEF RE WALL IN TALLED NOTE: HANDRAIL MUST- / ( ) 2X6 HEAD PLATE G O S - BE 34" TO 38" MAX. - 6 PRIVATE - RESIST 200# LOAD P C - 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 SUBFL00R ,, LEDGER OR JST. HGRS. ROUGH OPENING AT PARTY WALL U R-30 INSULATION � % FOR CARRIAGE SUPPORT 8d @ 6" O.C. o (3) - 2X12 STRING�FRS - � �� SECOND FLOOR o EA. SIDE & O. 3/4 PLY 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 ( ) SY � FLR LAN 16d @ 6" O.C. � 2X JOIST � N � � 5/8" TYPE'X' GYP. BD. I--� z `n � � @AREAS ACCESSIBLE�.� (2) 2X TOP PLATE � w J 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 � (2) 16D @ 16" O.C. w UNIT 1 APPLY 5/8" TYPE X GWB OR EQUIV �j I TYP. NON -SW EXT. WALL STAIR SECTION K L INSULATED HEADER ON WALL BEFORE PLACEMENT ►►��--I++I (TO BE INSPECTED BEFORE PLACEMENT) �t SCALE: 3 / 4" = 1' - 0" � . � . NO SCALE (� (11) SIDING PEP PLAN 5/$" TYPE X GWB F--i 1f2�� &� �fER (10) 15# FELT THIS WALL TO BE INSPECTED FOR 5/8" �i� �TUD� � 1O" 0 � (9) HEAD FLASHING Z METAL @ TYPE X GWB BEFORE WALL INSTALLED ��S" �HEETR�� EXPOSED WINDOW (4) 4" MIN MOISTOP SELF -HEAL 1�Z" � �HT�. PEf� f � � R-� IN�LLL�1•IOf�I PAPER OK EQUAL GARAGE SLAB f SHEATHING �w rl��uLE �- � r . � CST SILL f'L V�/ �.8. (2) WINDOW FRAME ' TI• •Ir I�Ef�_ BEN_ NOTES, LI.O_hl � (3) MOISTOP STICKY SELF -HEAL OR • il• • •fir [2� �4 HOPS. CONT. F,atiR ,� 2X6 STUD WALL ,� WELDED ANCHOR BOLTS HEAD EQUAL BUTTED TO WINDOW AND .� i I 6" MIN OVER WINDOW FASTNERS #��ERT. 6AI� � ��" 0,�, . ti� WIRE MESH PER SHEAR WALL � , �. ti _ SILICONE SULK SEA!_ SCHEDULE ,I I 7 15# FELT () 3.2.20 f � � � (8) TRIM . • REVISIONS: ERIOR SLAB f - � THEf�MAL �I�Er�� (1) #4 CONT. JAMB I , ... ....... f .... ...... rz •�♦• •�:�.4�'` _ #4 @ 12" O.C. �I (11) SIDING PEIZ PLAN 2.4.21 < < < � / � (18) CAULK ..... � .. .. � ..... 4.20.21 �� < < < 18" - ro MIL y�y�y WINDOW NAIL �� TOP EDGE LOWER FELT • <'� '� i k , . POLY '�'�'�'�'� �' <.t � FLANGE i I RES U B ... .. 4"GRAVEL ••• �` SILL i (1)30#FELT PAPER, WRAP �•�•�•�•�•�•� •�•�. �:�:�:� �:�:� , r., I , � �� 4" CONC SLAB W/ , —_ I I I I I I I I I I I I = � BASE 16 6X�VX#1D W.W.M. - - - - � - - - � DBE DEVELOPMENT SERVICES I _ LAP UNDER WIND W BEF A r 20 2021 :.:.:.::.:. I I I I I I � MIN - - - - - - - ' - - '- ' WINDOW INSTALLATION p CITY OF EDMONDS � 4 �� C'Of~IC_ OL�tF OBE R ::::::�::::::::::�::::::::: � MIL POLY 4" FOOTING DRAIN (5) 30# FELT :: � .. �'�:� �� 4" �RANULI� F ILL (2) #4 CONT. � (6) 4" TAPE SEAL OVER FLANGE BUT NOT UNDER JAMB FELT �� TYP. NON STRUCTURAL 1PE3€ PL�v �'10 IN�LIL}4TION ��4"� (11) SIDING PER PLAN PRINTED: ��`�� TYP. EXPLODED 4.Zo.21 FOOTING PARTY WALL M ISUL. SLAB FNDN. N - o P WINDOW FLASHING • - � � SCALE: 3/4"=1'-0" � • NUMBERS INDICATE ORDER OF APPLICATION N.S. z ROOF MATERIAL r � � PER STRUCTURAL ENGINEER v "' N p"� O u m V J � � 0 r T 1 fi1 � 4/12 PITCH ^ Q !� � o �, z 4� a� 24" CARDBOARD BAFFLE � Q ALLOW FOR 1" AIR SPACE x MIN. EXTEND 12" ABOVE INSULATION • V ,� o r-1 SOLID SHEATHING OR GDX PLYWD WHERE EXP05ED TO WEATHER 1X FASCIA BD. �-49 W/ METAL GUTTER 2X BIRD BLK'G W/ 2" SCREENED VENT HOLES WITH 1/4" R-21 CORRPSION RESISTANT METAL MESH COVERING LIVING Al2EA • �O 00 1/2" GYPSUM WALLBOARD, TYP W/PVA VAPOR BARRIER @WALL AND CELINGS F---I O Z �� ENGINEERED JOIST5,51ZE AND � O � SPACING PER PLAN OR 2X JOIST � n� FIN. FLR._ � n 1�---� Ir Tom, TOP PL. � W 0 O O � N Q 1/2" GYPSUM WALLBOARD, TYP N �`'� WIPVA VAPOR BARRIER @WALL AND CELINGS 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 R-10 INSULATION 4" CONC. SLAB ON @ 24" PERIMETER 4" GRANULAR BED 3.2.20 FIN. GRADE TO SLOPE - REVISIONS: AWAY FROM BUILDING � ,_ z y y ysy 2.4.21 � � �,� t�� ysysy� s�' Ysyr .20.2 ALL REINFORCMENT MUST BE TIED IN • . PLACE FOR FOUNDATION INSPECTION RESU B 5EE FDN PLAN FOR FTC. /FDN SIZE Apr 20 2021 CITY OF EDMONDS ALL FOOTING TO BEAR ON DEVELDEPARTMENRVICES BEARING SOIL PRINTED: 4.20.21 TY1'IC�L C1Z055 5�CT10N N.S. ROOF MATERIAL PER STRUCTURAL ENGINEER 24" CARDBOARD BAFFLE ALLOW FOR 1" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION SOLID SHEATHING OR GDX PLYWD WHERE EXP05ED TO WEATHER 1X FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'G W/ ' 2" SCREENED VENT HOLES WITH 1/4" CORRPSION RESISTANT METAL MESH COVERING . ,. �� 4/12 PITCH z I= (� C.7 `J N � o u m V J � � 0 W w 0 Q � LIVING Al2EA �O 1/2" GYPSUM WALLBOARD, TYP • 00 W/PVA VAPOR BARRIER @WALL AND CELINGS F---I O Z �� O ENGINEERED JOIST5,51ZE AND SPACING PER PLAN OR 2X JOIST � � � n� � FIN. FLR._ n 1�---� Ir Tom, � W TOP PL. 0 O O � N Q 1/2" GYPSUM WALLBOARD, TYP N W _ WIPVA VAPOR BARRIER @WALL AND CELINGS FIN. FLR. TOP PL. I ■ ! Should this be installed. I ■ 2X STUDS @ 16" O.C. TYP SIDING, 5EE PLANS 2" RIDGED FOAM 24" VERTICAL FIN. GRADE TO SLOPE - AWAY FROM BUILDING � LIVING AREA ENGINEERED J015T5,SIZE AND SPACING PER PLAN OR 2X JOIST � 1/2" GYPSUM WALLBOARD, TYP � �, WIPVA VAPOR BARRIER @WALL AND CELINGS ■ I I IRE BLOCK ALL VERTICAL OPENINGS �N WALLS AT PLATES AND FLOORS ■ r LIVING AREA 2X BOTTOM PLATE 2X P.T. SILL ANGHOR BOLT PER PLAN R-10 INSULATION 4" CONC. SLAB ON @ 24" PERIMETER � 4" GRANULAR BED ,� ysysysy t�� ysysyr• 's�' Ysyr' ' ALL REINFORCMENT MUST BE TIED IN • . PLATE FOR FOUNDATION INSPECTION 5EE FDN PLAN FOR FTC. /FDN SIZE ALL FOOTING TO BEAR ON BEARING SOIL BLD2020-0019 U W F-� ^�^ F�-�1 I� W W R�ISION SUB u 0 2022 C TY F EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS: 2.4.21 4.20.21 10.5.22 10.5.22