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APPROVED BLD PLN FIR - RESUB 2 BLDG B ARCH PLANS1 .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 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 (5EE TH15 PAGE). 4. NEW CONSTRUCTION FORA 3-STORY , 4 UNIT BUILDING AT 22812 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 REPENT CONSTRUCTION, INC. REGENC1891K5 7305 SOUNDVIEW DRIVE EDMONDS, WA. 98026 7. CONSTRUCTION DRAWING: MICHEL DE51GN -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 F05TER 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. PROP05ED LOT COVERAGE = 2,627.38/31,167.00 5Q. FT. = 08%. 14.15T FLOOR =UNIT #5 GARAGE: 573.12 5Q. FT. LIVING: 71.03 5Q. FT. UNIT #6 GARAGE: 580.70 5Q. FT., LIVING: 63.74 5Q. FT. UNIT #7 GARAGE: 581.66 SQ. FT, LIVING: 63.43 5Q. FT. UNIT #8 GARAGE: 566.51 5Q. FT. LIVING: 77.32 TOTAL: 2,577.50 5Q. FT. 15. 2ND FLOOR =UNIT #5 LIVING: 660.75 5Q. FT UNIT #6 LIVING: 661.00 5Q. FT UNIT #7 LIVING: 661.00 5Q. FT. UNIT #8 LIVING: 660.75 SQ. FT. TOTAL: 2,643.50 5Q. FT. 16. 3RD FLOOR =UNIT #5 LIVING: 593.19 SQ. FT. UNIT #6 LIVING: 596.49 5Q. FT UNIT #7 LIVING: 596.05 SQ. FT. UNIT #BLIVING: 593.13 SQ. FT. TOTAL: 2,378.86 SQ. 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), 51DE 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. 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 r � � � � � � � � � � � � � � � � � PERMIT. IT IS THE OWNER &/OR CONTRACTORS RE5PON51BLITY TO A55URE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY I The building enclosure must be inspected by a qualified I MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY 155UE A STOP WORK ■inspector in accordance with RCW 64.55.030, 64.55.040, and ' ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME A5 THE REPORTING AGENCY HA5 COMPLIED &REPORTS ARE 164.55.050. A building enclosure certification letter from the REVIEWED &APPROVED BY THE CITY. 'inspector must be submitted to the Building Division prior to ■ 30. SPECIAL INSPECTION REQ'D: I final inspection by the City Building Inspector in accordance I 31. SEPERATE PERMIT REQ'D: ' with RCW 64.55.060. Where phasing of construction occurs, ■ 32. FLAME SPREAD FOR ENCL05ED VERTICAL EXITWAYS 0-25 CLA55 A ,OTHER EXITWAYS 26-75 CLASS B, ROOMS OR AREAS 76-200 CLA55 C. I coordinate inspection with the City Building Inspector to ensure 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.) 'that all required inspections are performed. Inspection by the 34. BA515 OF BEARINGS: THE CENTERLINE OF SR-104 A5 MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, I I RECORDS OF SNOHOMISH COUNTY,W ASHINGTON. building enclosure inspector to meet RCW 64.55 does not ■ ■substitute 35. MAX HEIGHT 30, MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, for re uired Cit buildin ins ections which must be I q y g p SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. ■performed by the City Building Inspector. 36. TRANSIT SHALL BE 5ET 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. ADDRE55 NUMBERS (12" HEIGHT ON APPR. CONTRASTING BACKGROUND) SHALL BE P05TED PLAINLY VISIBLE &LEGIBLE FROM STREET OR t.�.�.�.�.�.�.�.�.�.�.�.�.�. ROAD FRONTING PROPERTY. I Hydronic heating system piping shall be tested at 100 psi water I 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. 'pressure or 1 /2 times the design pressure, whichever is greater, I I for a minimum of 15 minutes. Piping embedded in concrete 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 'shall be pressure tested prior to the placing of concrete and be CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVI510N5 WHICH DO NOT COMPLY WITH CITY CODE & I maintained at operating pressure during concrete placement. I FOR WHICH A VARIANCE HA5 NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED & CONSIDERED BY THE APPROPRIATE CITY OFFICAL IN 'The test must be observed by the Building Inspector prior to ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE I concrete placement. Note: a means of providing outdoor air per SPECIFICATION. LIRC R303.4, M1507 and IMC 403.2 is required. , 43. COORDINATE WITH FIRE DEFT. FOR LOCK BOX AUTHORIZATION &INSTALL. ' �' �' �' �' �' �' �' �' �' �' �' �' �' 44. SPECIFY TIMBER SPECIES AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL SPECIFICATIONS AND NAILING SCHEDULES 5EE SHEET 51 45. PLAN CHECK #: 46. BUILDING PERMIT NUMBER: xxxx-xx Exp x.x.2o APPROVED BY PLANNING Qo 9�,,,,.- � .�---� Apr 26 2021 1h�indow, Skylight and Liotar 5clledule r fnramxx5an Gxn!ac; .rti'.xms!ti.x� nit 5 k�r'idlh Height f2ef. U-fact�� �I. Feat I�� Feet I�� area UA ExeralpitSwinginca poor ;��1 s�.'l. llr3k.f g.� O.g� �xerndl Glr�ed = ene{-ral _ � � 1 � aq. ft• rum.} . 0.0 O.OI i�+er#icaL Fenestratia�r, {�indo� and dooraM ...... .. :: .. CarnperMerd 1�L'idt}I Height: Uertcri tilon f�af. U-fscher �1. Feet I� Feat �- UA. • �15.0 4�I Vin 1 Fo:sd 0.2d Gar : �Irerhead dla�xl 0.28 F1rl : Vin I fix,ad 0.2� fm :Front Gacr 0.2$ 5leirs: Vin I Fixed 0.2$ IGtcfren: Vin I Cesemerrt 0.2$ IGidren: Vin I C�serrrent 0.2B Gneal rc�rn: �i Casement 0.2$ �aih:lfi Cssrement 0.2$ Sieirs: Vin I fixed 0.2$ Rash: kfi Cas�mant 0.2$ �+e�acrrl #1: Vin I C�semerrt 0.2$ �ex�acrn �2: Vin I C�samsrrt 0.2$ &alh:lfi Cssrement 0.2$ ®���� ���� ®�®� ����� ����� ��®� ���� ���� �®■�i ®©�®� ��®� ����� ■ ���� ■�■®i ■■■■i ■■■■i ■■■■i i■■■■ �■■■■ ■■■■■ �'rfm a�'r'fartlsarFana�trar�Area ar�d �A .................... ........... 4�ertice� Fenesrrar�olrr Are$ G'�er,�rNad t! = U,4�r4r$a rhaad � lazing { S k+�li�hts f CoiTrperreni 1r,'idlh Height tier. �I. Fe$t ri'�ii Feet I�rli •�frra of �+erherid �� Arse arr� L+� Ol��r.���d �i'azir.� �lr$s mad t� = LG�{�Ir�a F�[�� Sim �� F�Ia�tr�M� Ai�� ��� �JA �r ih�eadr><r� sysi'�rri srzrr�g caro,r,s� 20.E ;x.�l 20.E 5.� 1.�I 2F.� �.51 5�.� i�.'I'� 10.E 2.�I 25.E �.OI area tJ� 0.� O.OI 0.� O.OI g.� O.g� 0.� O.OI 0.� O.OI �.� �.�i O.OI ���.� 10�.g1 Yl�indow, Sk}�li�ht and Do-ar Schle+dr� .�3-3,5C{I fn fdh77adan C�nla�t Jl�ormaLti,^ Unit � Ir,'idlh Haight R$f. U-Fact• �I. Feet ����� Feat I�r�� area {JA fxenlpl twinging UaBr ��I sq. $. mex.� g•� 0.00 �isenlpi Ga¢ed Feneeiretion �'I 5 aq. fL nl�ac. � g•{} O.Og Vertical Fene6tratian {Ywrind�w� and d�arg� �orr�rlenl • rlar�rinr� �r f28f I I_f�eMr Vin Foaad 0.29 �rar : �Irerheed dcbrl 0.2g Frrl :Front Gaar 0.2d Powder. tifi Casement 0.2$ �,rlrrrerr: llin I �semerrt 0.2$ Great rcbrrl: tifi Css�ement 0.2$ Gr�eai room: Vi Csssment 0.26 Salh: � Casement 0.2$ Darn �1: Vin I Casement 0.2$ B�e�ocrn #2: Vin I Casement 0.26 Rash: tifi Cesemank 0.2$ i �rh�ad �lazini� {5kyli�ht�� UorrL�brrerrl Ir,'idlh Height ail Faor IiRi� Four i.li ®©��� ����� ■■■■■ ���� ■ ■■■■ ��®� ���� � �■�i ®��� ■ �■®■ � ®■®i ���� ����� ��®� ■■■■■ ■■■■■ ■■■■i �■■■ ■■■■ ■■■■ 5•r�m a�'.'art�caf Fanasrra�an Arse evrd �?�9 �'art�car Fanasrraba�ra }Lr�s 4i�f�rad U = t.[�kfAfe�a Mar. u-ract�• Ir,'idlh Height �. Feet I��� Feet ��,� I S�Iny o� �nert�a� �raz,4rea aArrdlSi.r� �', ��8rl.a�.i era F?.'?� Amp$ i�i�•�'Q.17ra� � = I�Ftifr1f1fi8 � ��#a� S�tr� �� F�rr���r�ta�n �r�� a�r� U� �1�r rl�aran� s}�sr�vrl �rzrr�� oa�c�rarao,ra�� 15.0 4.20 i12.0 �1.�� 0.0 0.�0 20.0 �.�0 �.0 1.�g 2�.0 7.5fi 5�.0 1�.12 '10.0 2.g0 0.0 0.00 5.0 1.�0 2r4.0 �.�2 �0.� 11.3+4 5.� 1.�0 �.� �.�� o.� �.�o o.� o.�o o.� �.�o ' o.� �.�� ' o.� �.�o 3'I �.� �8.90 0.26 �� a 1� 0.�} �.Og 0.� �.Og 0.� �.00 0.� 0.00 0.� 0.00 Rresaripk�ra Encr�� �odc �4mplian�e fef �Ll1 Climelc Z8r1ei Irli i�idlifti�lOM :' : ' :' :' :' :' ::' :' :' :' :' ::' :' :' :' :' : ' :' :' -' M Ii4k,7F1�4iY8 [nrrL.� �LrB�PrW I.arl - ?hr; pralect,vlll use the reawrcmrtnts otthe P*csr:rlpilwe �alh trtloK and•�ncflrpbraratfn .. .. _ . .t}YlllitdrbnLil 411�ci Ilshed. In addlil¢n, based on Shfi slat ai the sirl,Liurc, tho �raprirh.. .. .. _ num�arflf ad�Alonsl r:rcd ds sre r:heckcd as ch[ sr•n op the perrnit apphtsnt .. .. .. _ ,4�irrnrr:ed FGepra�enLeth+a .,_€]ale• : .. .. _ . �411 �lirnarr donee Fenrs�trallon L�fiar-:�� tia �.+�0 u-FacLor £;laded Fenestrahan 25Hrir�r n'a n�a �.3b n'a fain �51 �A2B 1i1f�C•�d Frans 1'4'a•a �++� it rrl �36 Mass UMall i�=valuo� �1121 � �OSB Floor 3[]v � f3d¢w rsrsic 4ua], •. •Slab�l�•5��1a $ dti�tl 1{41 dlZl mot! + T� �A42 1d, � R n'a ' ablc I-�ll� 1 1 and lablc I-�J� 1 3 oalnoLes Inr:klded an age �. .. . . .TaWrt FtdU1�.2 $„mrnar� :: :. :: .. _ . ran besrrl�llom . � �sF :: :: _ la FJir:lanL� f=n,'clo-pe is ta.5 • lb F�i[lenl9ul �n�rala a 7b 1� 1� Elir:ierlL�ul 1=�,rcbpe 7t �A ld Elic�cnl �wld En,rcb a 7d o.5 �a �1r�Leaka c{:ontrW and EMlorerrl4l�enl�4or5}a �6 � Alr Leaks c �•ontrN and EMiorerrl ti+ml�tror5 � .1�0 . . 3c Alr Loaka e• S:ontrel and EMlorarrl W�erll�om �c - •i.ii 3a H h Elfl[rcrc HVp,� 3a 1�8 .. H h EltKler� HV]4� �b lA 3[ H h €tfl[Icrc HV]4i: Sc •1.6 . . �d H h Effxlcrc Hk74� 3d .1�0 . . � H h EffKlcrc HVX4L: �4strrbsrY�l •1�0 . . da �ffi[la�l Y�alcr HCak �a �� . dh F�'ir:lanLu�alcr Hrat 5h .1�0 . . do Elh[lanl 4Yaler Hint �o •1.6 'mod • Elir:lanl 4Yaler Hoak hd �6 � €�enewahla Eladknr: Eae dL5 . . Total Gradll� .. .. .. . �.eQ. _ . �Icasc reft4- sa Tahlc Ft4{JL.� tar Darr al^br apticn dcstnptlana .. .. :: :: - . Approved by Fire 04/21 /2021 AFM I�C�G>�eE'�I' 1+�iad��r, S k� II dHt an � []� �r ��H� tau le I i�lfsr��5a�1 Ref. U-fscb�s• Exemrxl swinging Uoorl ryq. ft. mex.j �enrpz<ed Fenesiretrlcn {'15 eq. f� ntal:.� Vertical Feneelratian {YllindanMa end ��eraM �orrLF�r►errl 13arr�rir,r.-.� �aF 11-faaM•r Gar : Yln I Fixed 0.2E Gar : �Irerheed dlacrl 0.2$ �rN : Front Gaar �.2$ P�der. Vi Css�emsnt �.2$ Ifrldren: I�in I C�ssmerrt 0.2$ Great rcbrri: �i Casement 0.2$ Greal rc�rn: � Casement 0.2$ Ralh: tifi Csssmsnt 0.2$ ocm #i: Yln I C�sament 0.2$ cbm �2: �+in I C�semerrt 0.2g Salh: tifi Cas�msnt 0.2E I � rhea d � lazing { S k+�li�hta� � 8 RL�OrY@rit City Of Edmonds r Building Department - - - ----------- Work � 4 UNIT TOWNHOME - BLDG B Address 22812 EDMONDS WAY KISAN Approved Dater 6/10/2021 Building Official � � w. � Permit lvumber BLD2020-0151 G}n!S:f �49r�1nOlbs� kr�'idlh Height �I. Feet I�r�� Feet area {.JA 0.0 0.00 g.0 O.gg 1Arldth Height fit F�uar Ib, 1-waF Irt�i ®���� ����� ■�■■■ ����� ■■■■■ ��©®� ����� ����� ®©�� ■©■®■ ®©®� ����� ���©� ��©®� ■■■■■ ■■■■■ ■■■■■ i■■■■ ■■■■■ ��■�� Senn � �'e��,a� Farlas!rar� Area arr� �� 41+ierdice�Fenesrrar�a�rr}L� I��.�.�rrad i1= U,��lrea .�. �_�__ ��� �� �■ �� � kr,'idlh Height �. Fe$t I�rii Feet lirii lllrrra• 1 J�.. '15�0 4.20 YI2�0 31.3fi 0.0 0.�0 0.� 5.� 1.�0 2F.� �.5fi 10.0 �.EO 0.� 0.00 5.� 1.�0 �g.� �t.� 5.�} i.�0 O.�i O.i�O o.� �.�o �.� �.�� o.� �.�o o.� a.�o o.� a.�o 31 �.;x 88.90 0.2� �a7'��IF�1 g.� 0.�} O.gg �.00 0.� �.00 0.� �.00 0.� �.00 .g TABLE 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 BE1 Building Enclosre STRUCTURAL DRAWING5: S PAGES � r-r � � � � � � 3 �24th 5t 5W I o � � � � � r+ � rQ r+ -S fp � � ' p � -{{O � f•6 _ _ C �iarJ��, Sk�{Il�ht arrd R�r 5�h�-duly •' .��r tntam�ufi'an tanit $ ��8th St SW �2810 _ Edmonds Way -.� 1Q4 � 232nd 5t 5W � m � a c 23�th St 5W � _V �_ ICINITY Ref. U-facts• xenLpl Swinging Uoor �2+�1 rq. ft. mex.j Fxenlp�l Gazed Feneeiretion �15 aq. fi nra�. � Vertical Fe�erilratiar� �YYlnd and doara(I Uol'1Lpcn2�1 13ar,,r•.rinr.-.� oaf II-fxa�rrr Gar : �Irerheed dlacxl 0.26 Elrl : Yln I fixed �.26 �rrl : Front �.26 �ieire: Yln I Fixed �.2$ lfldren: Yln I C�semerrt 0.2$ lfldren: Yln I C�semerrt 0.26 Great rc�rn: �i Css�emant 0.26 Rash: � Casement 0.2$ Stairs: Vin I fixed 0.2$ Ralh: tifi Cssr$ment 0.26 c�xn #i: Vin I C$samerrt 0.26 ocrn �R2: Yln I Casement 0.26 Rath: tifi Casement 0.26 �v� rh�ad � lazing { S kylighta} � 8 RL�iYL+iYt Gaullacf kY�cr�laLbr. n C �� Z28th St 5W � 231st St 5W n C �v Holly=t�n= � Maple Ln 1 � --� Madrana L Ir�'idlh Height fit. Feat I�.a� Fe$t ���� area {J,A g.0 0.00 g.0 O.gg 1r,'idlh Height iii Frsar li.i� Frsar rnd� ,5rn� 111L• . ■■ ■■� ����� ®©®� ����� ����� ��©®� ����� ����� ®©�� ®©�®© ®©®� ����� ����� ��©®� ■■■■■ ■■■■■ ■■■■■ r■■■■ ■■■■■ �■���- Swn � 4�art.�ar Farla�lra�ara Area 8rn� �A 'r'er��! Fenesrratla,ra Arm d t� = UA��Ir$a Ir,'Idlh Haight trr. rest ��� rear•�� 1'12.� •3�1.38 5.0 �1_�0 2g.� �.�0 2g.� 5.� 1.�0 2�.� �.5fi 1g.� �.EO 25.E y.00 5.� 1.d0 2d.� �.�2 5.�} i.�0 0.0 0.�0 o.� �.�o �.� �.�� �.� �.�o �.� �.�o �.� �.�o 352.;x �8.70 �.2$ g.� �.gg g.� �.00 g.� �.00 g.� �.00 g.� �.00 .g R E S B s� of 04+erhead �razir� Arlaa � �� o.� a.00 Srrrra of O�erhgs� fits Araa � �±.a g.� 0.00 U 0.� 0.00 �+erhgad {'al'azir,�.�r�s IA�i�irad U = UA!lJr�e,a 0.00 Oad �I'aair.�Ar�s �� U = UAfAr+�a �.00 Apr 06 2021 �.'}r' r, 1r� r�� Spit] �f F6rF��fr`�fi�l7 �•�� �rrr� furA �f�r frea r�n� s}+s 1:2�m srzrn� eala,rv� 31 �.� $$.90 1r� t�� �UFF7 cif f�aM��[r�[JQ�i ���2 2�] C1 �� {!or fi� rangy s}rs r�wrl srzrn� calo�r�s� � j2• � $$.FO CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � 1 � � $� z I= C7 � a I-� 0 W w Arn U C1� W W w E``--�//-I F�-I REVISIONS: 2.4.21 4.5.21 4.5.21 1 .COMMENCING AT A POINT ON THE 50UTH OF THE NORTH HALF OF THE NORTHEAST QUEARTER OF THE NORTHEAST QUARTER OF SECTION 36, Rres•�ripti,ne Encr�� �odc �4mplian�e fer�ul Climelc Z8r1e� Ir�l�adrin�leM � � � � � � � � � � � � �� � � � � � � � - TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON, D15TANT 50UTH 88°14'33" WEST 800.21 FEET FROM THE • iYli{k.7r1�4iY8 C,orLL��uasswlarl 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; ?hr; pralect,vlll use the reawrcmrtnts otthe P*cscrlpilwc Bain trtloK and•�ncorpbratatfn . EXCEPT THAT PORTION THEREOF LYING 50UTHWESTERLY OF A LINE DESCRIBE A5 FOLLOWS: .drir>�lmurn 411�ci fisted. In addlil¢n, based on Shr slat ai the sir�Liurc, tho �raprirhe. .... _ � Z BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE 50UTHEAST CORNER num�arflfad�Alonal �rcdds are �heckcd as chtsrn or the perrnit applltsnt ....... ................. .. _ r I�-j � � THEREOF AND RUNNING THENCE NORTH 21°2T50" WEST TO INTRSECT THE WESTERLY LINE FO THE TRACT HEREINABOVE FIRST DESCRIBED; • ' • • • ' •' • ' • ' - COVER SHEET: v " a EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON UNDER RECORDING NUMBER 2185473. .�.iflort:ed I�epra�enLeua+a _ €aala � � • • •• • :: ::: P1 VICINITY MAP ~� � o 1a.ACCE55 EASEMENTS: #7801230217. FLOOR AREA SUMMARY � " 2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. III �lirnatr�onee : : : : : : : : :: : : : : :: : : : : : : : _ W � �< 't:° ..�+ u:FaeLuM ..... ................. .. - . PROJECT INFORMATION w A 3. VICINITY MAP (5EE TH15 PAGE). • ' • • • ' •' • ' • ' - • P2 PLOT � Fenrs.trallon lJlfiar-:�� tie �.+�0 .. .. - � 4. NEW CONSTRUCTION FORA 3-STORY , 4 UNIT BUILDING AT 22812 EDMONDS WAY EDMONDS, WASHINGTON 98020. u-FacLor r.'a ¢.3b � - � L1 LANDSCAPE PLAN � o 5. OWNER: KISAN ENTERPRISE LLC 7907 212TH 5T. 5W EDMONDS WA. 425-776-2211 £;laded Fenestrahan sH� rMa rr'a ::::: ::::::::::::::::: :::: ARCHITECTURAL: �� z 6. CONTRACTOR: ROB MICHEL 206-930-2445 REPENT CONSTRUCTION, INC. REGENC1891K5 7305 SOUNDVIEW DRIVE EDMONDS, WA. 98026 rein �51 �A2B ::::: ::::::::::::::::: :::: A1.1-2 ELEVATIONS � � a� 7. CONSTRUCTION DRAWING: MICHEL DE51GN -ROB MICHEL 206-930-2445 , �,-,f,�,�.U, �, r,, �� ..... ................. .. - . A2 15T FLOOR PLAN (-+ 8. STRUCTURAL ENGINEER: RON SKINNER 555 ENGINEERING 425-778-1023 INBOX@555ENG.COM MassUMolli�=u5luo� �1121� �OSB ::::: ::::::::::::::::: :::: A3 2ND FLOOR PLAN ^ Q o 9. CIVIL ENGINEER: DONNA L. BRESKE, P.E., S.E. 6621 F05TER SLOUGH RD SNOHOMISH, WA. 98290 334-9980. Floor 3[]v ne�a ::::: ::::::::::::::::: :::: A4 3RD FLOOR PLAN � � �-+ o 10. GEOTECHNICAL ENGINEER: EARTH 50LUTIONS NW, LLC 1805- 136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704N.LAMPE@BTLENG.NET €sa¢w �°•' 1{41�IZ7 e,e+� �,Oa2 ::::: ::::::::::::::::: :: _ : A5 ROOF PLAN � 11. LEAD DE51GN PROFE5510NAL/CONTACT PERSON: ROB MICHEL 206-930-2445. �'ab''�•�°`-'° $ '' 1�� � � '�'� ::::.' . • . • .• .• :::::::::::: :::: A6-7 DETAILS 12. ZONING: RM 1.5 AREA: 31,167.SQ.FT. ' ablc I•�u� 1 1 and lahlc I•�u� 1 � oalnoL�s m�l_Ided «, aye z. •• � 13. PROP05ED LOT COVERAGE = 2,627.38/31,167.00 5Q. FT. = 08%. EiLh Qwolling�nrl m ares.drrrt<il hulldlrrn shall campl}•wMh euAhtlarN options born Tablo R4�G.P so asio achlayM■ Ihr ' ' - ' STRUCTURAL DRAWINGS: 14.15T FLOOR =UNIT #5 GARAGE: 401.15 5Q. FT. LIVING: 243.00 5Q. FT. UNIT #6 GARAGE: 381.38 5Q. FT., LIVING: 263.06 5Q. FT. UNIT #7 GARAGE: 379.65 5Q. FT., LIVING: 265.44 SQ. FT. aeaowlnQ minlm�m nUmharortr+rdl�s: UNIT #8 GARAGE: 393.66 5Q. FT. LIVING: 250.17 TOTAL: 2,577.50 5Q. FT. � � S PAGES 15. 2ND FLOOR =UNIT #5 LIVING: 660.75 5Q. FT UNIT #6 LIVING: 661.00 5Q. FT UNIT #7 LIVING: 661.00 5Q. FT. UNIT #8 LIVING: 660.75 SQ. FT. TOTAL: 2,643.50 5Q. FT. • ' ' i. small bvrtlllny ur,ll: 1.s �rodr� 16. 3RD FLOOR =UNIT #5 LIVING: 593.19 SQ. FT. UNIT #6 LIVING: 596.49 5Q. FT UNIT #7 LIVING: 596.05 SQ. FT. UNIT #BLIVING: 593.13 SQ. FT. TOTAL: 2,378.86 SQ. FT. ::: I�weilrr� unllsleaa Lhan 1�1}Gsquarc'ael In oorwlhoned�xaroa�rllrsa Lhan �Jb�square foal offmostahor,a�rca. Add�hora haaloshny buldny Ihat arcg�catartlian 540 sq,wr�iaoLalhealedfiaorarea btrl Icss than I5U0 sq�ar+eloeL 17. WIND EXP05URE B, SEISMIC ZONE D, SOIL: 2500 PSF. :: 18. OCCUPANCY: GROUP R, CATEGORY 2, &GROUP U, CONSTRUCTION TYPE VB. • ' ' �. Nt•dlum�wwlurr$ urw: a.s r:r.art� 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 dxxllry unlls mata2 mi ndudad n at orlt3. E�orapllon_ [}w.o11nQ un� sol-�nnQ€�.zaocupano�ea shad rc��rc MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM z � [2dlls. 20. COMPLY WITH 2O15 IRC WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAQ (WAC 51-13), ECDC-CURRENT EDITION. a. L.ar�r GwraIIlnQUr�t �.bcrrdlls 21. CA FILE NUMBER: #2017-0211 I . . f3wrllr.� unllsal000r,�ny Su4�]sq�amioetdaorrdr�rad flooraroa. _ • . _ . 22. SEPA FILE NUMBER: PLAN20190003 DNS �. �1,ddYtlon>•lass Ih�rl 644 igNara toot: .� r:ro� 0 24. 5ET BACKS: STREET 15 1 51DE 10 2 BACK 15 1 . • • •• • • •• _ � CAI 3. DB UMBER: PL 1 3 . . 25. PARKING 5POT5 RE UIRED: 8 PROPOSED: 8 ... T�la���EJi�n �a .f .... ............ . . I� . , � sE 0 (,� nMclo-pc is a.5 op �l �. � � 26. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE 5PEC5 ON SITE FOR INSPECTOR TO VERIFY VENT LENGHT. :: lb �i'rr:lenl Sul �m;alo e �b 1� � � � m � 27. 1� FJir:islL�ul �n,rcbpe 7t �A I � � 3 z2�ti1 5t 5W � F---� ld E19r:lc�l �wki En,rcb a 7d o.5 " ' ' 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 � � n • �a �1r�Leaka c{:ontrW and EMloiarrl4�enl�hm}a 4.6 � � C � � � v O I -I 29. SPECIAL INSPECTIONS HAVE BEEN CALLED FOR ON THIS PROJECT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING � ,wr Leaka c �•ontroland Effiaerrl ti+mtrdhan� lA � �+ -s ro ,.+ PERMIT. IT IS THE OWNER &/OR CONTRACTORS RE5PON51BLITY TO A55URE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY � ,41r Loaka eS,:ontraand Efflaml WarIL�4en�c 1.6 � p � � � � � �� MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY 155UE A STOP WORK 3a H h Erfrcrcrc HV14� as 1� C - � � r , ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME A5 THE REPORTING AGENCY HA5 COMPLIED &REPORTS ARE :.: � H h ERKIer{ HV]4� � 1�0 +� � � � � 2�Ft �1 O � ri REVIEWED &APPROVED BY THE CITY. ::: � H h €ifICICrC Huui:'sc a_6 .. � ¢ � � �/ J 30. SPECIAL INSPECTION REQ'D: ... � H h Effxlcrc Hvp,� as . .1�0 . . ro Q 31. SEPERATE PERMIT REQ'D: � H h EffKlcrc HVPd: 154str�rrY�l . .1�0 .. � c ) �Q� 32. FLAME SPREAD FOR ENCL05ED VERTICAL EXITWAYS 0-25 CLA55 A ,OTHER EXITWAYS 26-75 CLASS B, ROOMS OR AREAS 76-200 CLA55 C. :: . .8b EO•ir:ranLu�alcr Hrat 5h . .1��0 . V I -I -I 33. 51TE BENCHMARK: NORTH RIM OF MONUMENT CASE AT THE PG AS SHOWN HERON. ELE: 351.66 DATUM: OLYMPIC VIEW WATER DISTRICT (M.L.L.W.) :: •� EI'I[lanl wafer Hint fir; • .1.6 ��8th St SW ZZ$th St 5W N O 34. BA515 OF BEARINGS: THE CENTERLINE OF SR-104 A5 MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, •6d • Eliclenl wafer Heat hd �6 • � O r--{ RECORDS OF SNOHOMISH COUNTY,W ASHINGTON. � €zenewahla Eladtnr: Ene d�5 .. 'ice Icwr 35. MAX HEIGHT 30', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, Total Gradl�} ,.1 ��8,.11 O1�! � N �-�-I SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. '�Icasc rcfe•-SaTahlc raa{.IL.� tar oamp4cbeap�iondcscnptwrts _ ECII'1101"1dS 1t■aY (� w -- 36. TRANSIT SHALL BE 5ET 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. � � � I �Q4 38. ADDRE55 NUMBERS (12" HEIGHT ON APPR. CONTRASTING BACKGROUND) SHALL BE P05TED PLAINLY VISIBLE &LEGIBLE FROM STREET OR FOR UNIT #5 2.5 CREDITS ARE NEEDED � 231 st St 5W ROAD FRONTING PROPERTY. 3B: 1 � c 39. PROVIDE FIRE ESTINGUISHERS PER NFPA STANDARD 10-1. 5A:.5 REVISED PLAN APPROVED 40. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY & OR SERVICE SHALL BE PLACED UNDERGROUND. 5C: 1.5 � 232nd 5t 5W � � 41. ACCEPTABLE TIGHTLINE MATERIAL 5CH 40 PVC OR EQUIV, 5DR 34 (ASTM D3TM D3034). TOTAL: 2.5 CREDITS CITY OF EDMONDS BUILDING DIVISION ro �, Hall- i.n 42. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION (HEREINAFTER VARIANCE) MUST BE SPECIFICALLY FOR UNIT #6,7, & 8 3.5 CREDITS ARE NEEDED � w � � ¢ � � CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVI510N5 WHICH DO NOT COMPLY WITH CITY CODE & 2A:.5 O�a[� c � - - - FOR WHICH A VARIANCE HA5 NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED & CONSIDERED BY THE APPROPRIATE CITY OFFICAL IN 3B: 1 BUILDING OFFICIAL � � , � � Maple Ln ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE 5A:.5 23�th St 5W SPECIFICATION. 5C:1.5 Dec 20 2022 � Madrana L 43. COORDINATE WITH FIRE DEFT. FOR LOCK BOX AUTHORIZATION &INSTALL. TOTAL: 3.5 CREDITS � 44. SPECIFY TIMBER SPECIES AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL SPECIFICATIONS AND NAILING SCHEDULES APPROVED DATE 5EE SHEET 51 45. PLAN CHECK #: � r l 46. BUILDING PERMIT NUMBER: XXXX-XX EXI? X.X.20 � U ALL �N ORFIELD JECT APPROVED � PLANS MUST BE INSPECTION FOR ON JOB SITE CODE COMPLIANCE � W cn 1+�ind�w, �k+{li�ht and Dc.nr S�MI�a-dole 1+�inda,�, �k+�li�ht arrd ��r 5�h�-du I� 1�/ Yl�indow, Sk}�li�ht and Do-ar Sch��ule rT� 1Alindow, Skylight and Lio[,r 5clledule "�:5titil i�lr: r:�vs5an ���!S:r:r.,':x.�a:�• rr:n+c�rtnrana�un'an G•�ullecikY�cr�laLbr. I -I -I r inramxx5an Gx�!ac; .5:w'.xms!ti.x� .'-Y�icl tntamr�an c�nlxr Jl�ormaLtir.• Unit � Unit $ nit 5 Unit � kr�'idlh Height Ir�'idlh Height I--w kr5'Idll'I H$Ight r I�tiii r 1i.7� ��i� k�r'idlh Height Ref. iJ-fa,trs• �I. Fe$t Feet area {.JA Ref. U-fa_t�• �1. Fe$t Fe$t area {J,A R$f. U-Fact• �I. Fe$t '���� Fe$t I�.�� area {JA Exemrxl awin In Uoor ft. max. -x$ 5win In Uoor ft. max. f2ef. U-fact�� �I. Fe$t I^�� Feet I^d� area UA g• g �• ] 0.0 0.00 = � g• g �• � g.0 0.00 fxerltpi twinging OGBr ��I sq. $. mex.� g•� 0.00 fie ExeratpitSwinginca poor ;��1 s�.'l. �lax.j g.0 O.gl ntpz<ed Fenesiretiorl {'15 eq. f� nta�:.� g•0 0•gg �i:entp�l Gazed Feneeiretion �15 aq. fi nraa:.� g.0 O.gg 1=isentpi Ga¢ed Feneeiretion �15 aq. f� nl�a:. � g•{} O.Og H t=xerr�l Glared =aria{-ral _� � 1� aq. ft.ru�.} . 0.� �.OI Vertical Feneelratian {YtlindanMa end ��eraM Vertical Fe,rledlratiar� �YYlnd and doaraM i�+er#icaL Feneslratia�r, {�indo� and dooraM ...... .. :: Vertical Fene6tratian {Yllind�ws and d�ars� �ornpar►errl 1ArldtEl Height Oornpcn2�1 1r,'idlh Height .. �alltporMerd Vr'iditl Height• Oorr�orleni Ir,'idlh Height 1�$r�cri t•:-� f�eF. i.a-factor Gi. Feet I� feet I�� UA.: U$r�ri t•:-� - fief. U-factor �1. Fe$t I�.�� Feet r^�� area U,t4. D$r�ri dart fx$f. U-factor �,. F�$t I,.�, Feet ,.I, rwrea � RESUB REVISION Oertcri lion f�af. U-fschor �1. Feet I� 1=eat �- :: UA• Gar : Yin I Fixed 0.2E 2 ;x o 1 e '15�0 4.20 • 0.� 0_�0 Vin 1 Fixed 0.2d 2 � 0 1 8 �15.0 4�I : Vin Fi:aad 0.29 2 � � 1 e 15.0 4.20 Gat : �Irerheed docrl 0.2� i i� n � u YI2�0 31.3fi Gar : O•rrerheed dcbrl 0.26 1 i�► � 7 U 1'12.� •3�1.38 Gar : O•Irerhead �aor1 0.28 1 1� n � a 1�12.0 •3�1:31 Gar : �rrerheed dobrl 0.2g 1 1� b � o i 12.0 �1.�� 0.0 0.�0 IEm : Yin I fixed �.26 1 2 b 2 U 5.0 �1_�0 NOV 29 2022 Nov 29 2022 �IYI : Vin I fixed 0.2� 1 � e � ° 5.� 1.�I g•0 0.�0 �rli FrtSnt Gaar �.2$ i 3 e $ d 20.�5 ;x.�0 1=r11 Frlant �.26 1 � u $ e ��.� �.$0 CITY OF EDMONDS CITY OF EDMONDS FIYI :Front Gaar 0.2d 1 � � � e 20.0 �.$0 DEVELOPMENT SERVICES DEVELOPMENT SERVICES fJli :Front a+acr 0.2$ 1 � � $ e 20.E ;x.�l �,� $ielr�: Yin I FLxsd �.2$ 1 ;x ° � 9 2Q•� DEPARTMENT DEPARTMENT 5leirs: Vin I Fixed 0.28 i � o � u 20.E I P�der. Vi Css$msnt �.2$ i 2 a � e 5.� 1.�0 lfldren: Yin I CaSemerrt 0.28 i 2 a � q 5.� 1.�0 IGlcfren: Vin I Cesemerrt 0.28 i 2 e � a 5.� 1.�I Powder. tifi Casement 0.2$ 1 2 e 2 4 �.0 1.�g Ifrldren: I�in I Cassmerrt 0.2$ i i► u A e 2�.� �.5fi lfldren: Yin I Casement 0.26 i �► u � a 2�.� �.5fiJ.2.20 IGirfrerl: Vin I Casement 0.2B 1 B n � e 2F.� �.51 �,rlrrrerl: �+in I Casement 0.2$ 1 � o � a 2�.0 7.5fi Great room: �i Casement 0.2$ i 9 u B e $¢.0 1�,'12 Gr$ai roam: �i Css$m$nt 0.26 i � u 6 e ��.� 1�.'12 REVISIONS: Gr$al marl: �i Casement 0.2$ 1 0 0 � 4 5�.� i�.�', Gnea1 roam: tifi Casement 0.28 1 t� a �, a 5�.0 1�.12 Greal rc�rn: � Casement 0.2$ i � b A o 10.0 �.EO Rath: � Casement 0.2$ i � b � Q 1g.� �.EO �aih: 1fi Casement 0.28 1 2 e � e 10.E 2.�I Gr�eai room: Vi Casement 0.26 1 2 e � n '10.0 2.g0 ;x 2 0.� 0.00 Stairs: Vin I fixed 0.2$ � ;x u � a 25.E y.00 2.4.21 Sieirs: Vin I fixed 0.28 2 � n 2 e 25.E �.OI � � 0.0 0.00 Ralh: tifi Casement 0.2$ 1 2 n � n 5.� 1.�0 Ralh: tifi Casement 0.26 i 2 n � n 5.� 1.d0 Rash: kfi Casement 0.28 1 2 e 2 a 5.0 1.d1 Salh: � Casement 0.2$ 1 � e � 0 5.0 1.�0 cam #i: Yin I Casamerrt 0.2$ 1 i, u A n 2�.� �.�2 corn #i: Vin I Casamerrt 0.26 i i, u A n 2d.� �.�2 4.5.21 �e�aorn #1: Vin I Casement 0.2$ 1 � o � 4 2�.� g.�', � �1: Vin I Casement 0.28 1 6 0 � 0 2r4.0 �.�2 „ e u e ocm �2: �+in I Casement 0.2g i � A �g.� �1.� corn �R2: Yin I Gesemerrt 0.26 i � A �g.� '11.� 7.22.22 �e�aorn �2: Vin I Casement 0.28 9 0 � ti �0.� 1i.3� B�e�oorn #2: Vin I CaSemerrt 0.26 1 t� e � e �0.� 11.3+4 Salh: tifi Casement 0.2E i 2 b � 0 5.�} i.�0 Rath: tifi Casement 0.26 i 2 b � o �.� 1.�0 BLD2020-0151 �aih: 1fi Casement 0.28 2 e � u 5.�f i.�l Rath: tifi Cesemank 0.28 1 2 e 2 n S.r3 1.�0 O.�i O.i�O 0.0 0.�0 8.17.22 o.� �.�I �.� �.�� o.� �.�o o.� �.�0 10.10.22 o.� �.�I o.� o.�o o.� �.�o �.� �.�0 11.29.22 o.� �.�� • o.� �.�� o.� a.�o �.� �.�o PRINTED: o.� �.ol • o.� �.�o � �•e��,a� Farlas!rat� Area �.� �, �.;x aa.�o swn � 4'arr.�a� Farla�lra�ara � �.� 352.;x �a.�o 11.2922 Sr�m a�'.'�art�cat'Fanastra�an,�r�ae errd 0�1 3'I�.� �8.90 ,: �'rfm � 4'fartlsar Fana�tral'�orr Area ar�d �A ��.� 1�.g1 � 41+ierdic,� Fenesdral'�a�rr }L� I��.�.�rrad i1= U,�Are,a 0.2� . er�c,�! Fenestratla,ra Arm d t� = UA��Ir$a �.2$ .................... ........... 4�ertice� Fenes,tral'�olrr ire$ W�r,�hed t! = U,4�r4r$a 0.21 '�art�car Fanaslraba�ra Ares 4i�f�tad U = t.[�kfAre�a 0.26 ...... . .................... .................. i Ova rhea d � lazing { S k+�li�hta� �v� rh�ad � lazing { S kylighta} rhaad Glazing ISk+�li�hts f �rh�ad Glazini� {5kyli�ht�� �8 kr,'idlh Height OBntperrL�i Ir,'idlh Haight Ool'ltperreni 1r,'idlh Hight Oollrtporrerrl Ir,'idlh Height a$s,ri lion Ref. �'-I.1 ! �I. Fe$t I�.�� Feet I�ra� �:rea iJla D$r�ri lion {3af. U-fgclvr �i. Fe$t Inj� �g�.n=I� area {JA Der�ri trap f2ef. U-fachar �I. Feat r�.�� Feet I�w� area tJl� Uertori lion R$f. U-Fact• �I. Feet I��� Feet ��,� area {JA g.� 0•gg g.� �•gg 0.� O.OI 0.�} �.Og 0.�} �.00 g.� �.00 • 0.� O.OI O.r� �.Og 0.� �.00 g.� �.00 • g.� O.gl 0.� �.00 0.� �.00 g.� �.00 . 0.� O.OI O.r� 0.00 0.� �.00 g.� �.00 : 0.� O.OI O.r� 0.00 .g .g ' .Srm�a of 04+ert}es�d GI'azir� Ar!aa a� 0� 0.� �.00 Srrrra of O�erhgs� GI'azir.� Area grr� OA g.� 0.00 S�Iny o� O�nertaa� Oraz,4rea arrd i.r.� 0.� 0.00 04+eafaad GI'a .�r�s d U = UAIAr�e,a 0.00 Oad GI'a Ares � U = UAfAr+sa �.00 •�urr� of �+erf}e8d G�air� }4rae arr� +�A g.0 O.gl I IA�i�ta � Ol��r.���d GI'azir,� �lr$s mad t� = LJA{�Ir�sa O.OI �',��8rl.a�.i �iiar?.?� Aga 4'�•�.htad U = UAfAr�a O.Og 1r� t�� Sim �f F�rr�:�frafi�rt �� ��� furA �f�r free I'�n� s}+s I:errr srzrn0 eaila,rv� 31 �.� 88.90 1r� t�� ��� �� f�aM�:; [r�[a�� �r�a 2�] C1 U� {tor fi�a I'an� s}rs I'�wrl srzrn� callc�ledro,ns� 3 ;�. � �8.F0 F�[�� Sim �� F��tr�M�r� � ��� �JA �r iheadlkr� sysl'�rrl srzrrag caro,r,s� �s�.� 1�.$I I ��#a� ��fr� �� F�rr���r�ta�n �r�� a�r� U� {1�r rl�aran� s}�sf�vrl �rzrn� oa�c�rafao,ra�� 317.E �8.9g 7 7 y �IZOOF PITCH 4/12 OVEIZHANG5 1'-0" MAIN OVE1zHANG 2' BUMP OUT OVE1zHANGS FACIA GABLES: 2X12 W/ 1X3 BELLY BAND: 2X12 INSULATED GARAGE DOORS- PAINTED SW CITYSCAPE PANELS -(GRAY) -SW PEPPERCOf "' 30 YEAR ARCH COMP ROOF- (I FASCIA -(GRAY) -SW CITYSCAPE VINYL WINDOWS - (BLACK) BELVEL SIDING (GRAY) SW GRIZ 2ND FL00f�: 370.16' • 2ND FL0012: 359.83' o� C� SLAB HT: 350.50' . SCALE: 1/8" =1'-0" uuuu s 111 ..V • ... s . • V.JWJLILJLJ • 'WJJLIYJ SCALE: i/8" =i'-o" <\ JJIJJl 4 • • L SCALE: 1/8" =1'-0" JLHtS Fi I : 551.5U SLAB HT: 351.50' MAX HEIGHT: 384.41' 1T: 383.50' )012: 360.83' DE: 354.41' 351.50' MAX HEIGHT: 384.41' ACTUAL HT: 383.50' I � I z � � 4/12 PITCH � � � m H � � � N W A I—�—�1 !� 3 � o z 3 Q � V �j o m � � i--i O I� � 312D FLOOD: 371.16' 2ND FLOOR: 360.83' o� AVE GRADE: 354.41' N . SLAB HT: 351.50' ROOF PITCH 4/12 OVERHANG5 1'-0" MAIN OVE1zHANG 2' BUMP OUT OVE1zHANGS FACIA GABLES: 2X12 W/ 1X3 BELLY BAND: 2X12 INSULATED GARAGE DOORS- PAINTED SW CITYSCAPE PANELS -(GRAY) -SW PEPPERCORN 30 YEAR ARCH COMP ROOF- (BLACK) SABLEWOOD FASCIA -(GRAY) -SW CITYSCAPE VINYL WINDOWS - (BLACK) BELVEL SIDING (GRAY) SW GRIZZLE GRAY MAX HEIGHT• 38 ACTUAL HT: 8� .• 312D FLOOR: 70. O N f� - 2ND FLOOR: �i6C AVE GRADE: �F. 1' SLAB HT: 351.00' MAX HEIGHT: 384.41' ACTUAL HT: 382.49' l� �� ��F 01�:370.16' N �T 2ND F 0�: 360.00' LAB I■If: 351.00' 2ND F 0�: 360.00' LAB I■If: 351.00' �I�, SCALE: 1/8" =1'-0" 00 N �� 1 1 1 � N �� CV AL HT: 384 n R: 371.66' 2ND LOOR:361.50' ��mc= =.ma== �i Q��o= �® ���mom SLAB HT: 352.00' SCALE: i/8" =i'-o" SCALE: 1/8" =1'-0" MAX HEIGHT: 384.41' ACTUAL HT: 383.49' � � PITCH -��. �R� FLOOR: 371.16' 2 N I� F LOO1z: 362.00' .� ................ AVE GRADE: 354.41' .SLAB HT: 353.00' The following documentation shall be available on site for the building inspector: � ❑ COE APPROVED ARCHITECTURAL PLAN SET ■ ❑ COE APPROVED STRUCTURAL PLAN SET ❑ COE REVIEWED CALCULATION PACKET � ❑ENERGY CREDIT WORKSHEET ■ ❑SITE PLAN ❑CIVIL PLAN � ❑X Sheet A1.2 stamped MARCH 02, 2022 ■ � ❑ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 � APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION � w. � �a� BUILDING OFFICIAL Mar 10 2022 APPROVED DATE BLD2020-0151 REVISION Feb 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z II= � � N HN O u m �1 � °` N w w .� A ROOF PITCH 4/12 OVERHANG5 1'-0" MAIN OVE1zHANG 2' BUMP OUT OVE1zHANGS FACIA GABLES: 2X12 W/ 1X3 BELLY BAND: 2X12 z � � N HN O u m r�1 � °` N W w A o rn !� 3 I—�—�1 � o �, z ^ , I....I a>, Q �j o V � � i--i O F� � MAX HEIGHT: 384.41' ACTUAL HT: 383.50' 4/12 PITCH N �-+ O O ■ 00 < < < � � - Q � O F--� O C!� 31�D FLOOiz: 370.16' H U wo O N � ❑ N � N Q o N W 0 2ND FLOO>z: 359.83' d- '� � I I AVE GRADE: 354.41' U I � � I I I � � -------------------------------------------------------------------------------------�----------- SLAB HT: 351.50' C!� _________________________________________________________________________L__________________________________________________________________-__________-____-___ I SLAB HT: 350.50' � ��/ F-=� ��/ F-=� w SCALE: i/8" =i'-o" w F-� 3.2.20 REVISIONS: 4.5.21 RESUB Apr 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PRINTED: 4.5.21 � � ',� i ROOF PITCH 4/12 OVEIZHANG5 1'-0" MAIN OVE1zHANG 2' BUMP OUT OVE1zHANGS FACIA GABLES: 2X12 W/ 1X3 BELLY BAND: 2X12 N AX HEIGHT: 384.41' .ACTUAL HT: 3� CV .� 31�D FL�O�: 371.16' --- ----------------------------------------------------------------------------------------- a 2ND FLl01z: 362.00' 0 n n� 4/12 PITCH AVE GLADE: 354.41' ' SLAB WT: 353.00' -- -- ------------------------------------------------------------------------------------; SLAB HT: 352.50' � ' -----------------------� SLAB HT: 352.00' L_____________________________________________________________________________ - I L __ SCALE: >L/8" =i'-o" = The following documentation shall be available on site for the building inspector: ■ � ■ ❑ COE APPROVED ARCHITECTURAL PLAN SET ' ■ � ❑ COE APPROVED STRUCTURAL PLAN SET � ❑ COE REVIEWED CALCULATION PACKET � ■ ❑ENERGY CREDIT WORKSHEET ❑SITE PLAN � ❑CIVIL PLAN � ■ ❑ Sheet A1.1 stamped FEB 16, 2022 ' :❑ ; ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 � REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION � w. � BUILDING OFFICIAL Mar 10 2022 APPROVED DATE APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE .• N MAX HEIGHT: 384.41' —-------------------------------- ACTUAL HT: 382.49' 312p FLOOR: 370.16' N 2ND FL001�: 360.00' AVE GRADE: 354.41' SLAB HT: 351.00' BLD2020-0151 z c� W Q 4� V •5.�.�j I� �� w �� C7 z r—i Q 0 N 0 3 0 0 a'' 0 cc O a 23'1-1/2" 22'9" 23'3" 22'10-1/2" 6'11-1/2" 16'2" 8'7-1/2" 5'6" 8'7-1/2" 8'10-1/2" 5'6" 8'10-1/2" 14'10" 8'1/2" 12'3-1/ 5'6" 5'4" 5016 S.G. 5016 5016 5016 P � I I CV � M � • TYp 5016 5016 I I WSEC CREDIT OPTION 5c (1.5 credit) TYp w O P - � o I I I I ELECT TANKLESS HOT WATER N TYI'; O � I I � • I I HEATER (W/MIN EFF OF .93) \1 � O z z N � [n I� I E NT12Y _ � O N cat � � v � I I I I WSEC CREDIT OPTION 5c (1.5 credit) TY� ELECT. TANKLE55 HOT WATER HEATER (W/MIN EFF OF i j I I � I WATER SUPPLY FOR HYDRONIC HEATERS BY BEACON/MORRISAND MIXING VALVE FOR HOTN/ATER SUPPLY TO EACH UNIT WSEC CREDIT OPTION 5c (1.5 credit) - ELECT. TANKLE55 HOT WATER HEATER W/MIN EFF OF M � � w O � p C� O N I I .93) WATER SUPPLY FOR HYDRONIC HEATERS - - - - - - - - - I I .93) WATER SUPPLY FOR HYDRONIC HEATERS _ z z_ � • _� N I I BY BEACON/MORRISAND MIXING VALVE i i BY BEACON/MORRISAND MIXING VALVE N � -n,p E N T�" N � 3'2-1/ 15'3" � i FOR HOTWATER SUPPLY TO EACH UNIT i � FOR HOTWATER SUPPLY TO EACH UNIT � � ---------� I I - N � I� N � - N � N �- -rYp WSEC CREDIT OPTION 5c (1.5 credit) I I �j ; N � I I i i TY� 15'3-1/2" - 3'4-1/2" 4'2-1/2" (j Lid ELECT. TANKLE58 HOT WATER Q Ir � TYp I Q • HEATER (W/MIN EFF OF .93) WATER SUPPLY FOR HYDRONIC HEATERS BY BEACON/MORRISAND MIXING VALVE J� E f (� ________� I � I � i TYI' • E -gyp - E I j I I -- --I FOR HOIWATER SUPPLY TO EACH UNIT I I I I • � I I • �• Up J I , , � •- � --------- � � UNIT 6 ; UNIT 7 UNIT 8 � -- --� UNIT 5 ________� N � � GARAGE ' � GARAGE GARAGE ; � --->Yp ---� Al2AGE - - - - - - _-; o � I- I I 4'5-1/2" � I 17'10-1/2" = I i- - - - - - - - - � CV --------I I I T1'I� — _ I • � N I j � N N i I I I I � --------!' E I p N N I I I I - I I N �• • - � I I I I I I = ' � � I I \ ' I ',' _ I p M N I � II-------- I I N M � ' • it i �1 N ' • i i — 070 OVERHEAD D00R 16070 OVERHEAD D00R I TYI' �� I i � TYI' J o I I N I 'i i c' �_ 0 i i � TYP 16070 OVERHEAD D00R 16070 OVERHEAD D00R I I I I LL � WOO z � � I � I I I H �� NT z� Y oo �� .• . �� � N L N o 0 0� N L � I ' - p 3068 � • TYp T1'p ' I I I H �� 0 I I II • • N L �, N L � I N I �--- I -- ----------------I 3068� �• �• - �--------------------------� 11'S" 9'1-1/2" • • �• I I I I--�'S—�/2"------- 13'9" 9'1-1/2" 2'5-1/2" I � I �-1-15—'--------------------�''4-1/2" 2'2-1/2" I I I 13'8" 4'5-1 2" 18'9 1/2" 4'2— /2" 18'6— /2" 22'10-1/2" 23'1-1/2" 23'3" 22'9" 9' 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 51LL 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(WAC) •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 D15HWAHSHER •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 SEC 403.5.3. � 2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE 0 2X4 @ 16" O.C. ® 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 O 120V SMK DET W/BATT BACKUP (INTERGONNEGTED) CARBON MONOXIDE DETECTOR PER IRC 315 IAs per previous mark up comment (3). Please clarify as to' (the representation of the red line, is for this is for your project. (This appears to be around the .entire exterior of the structure. It (appears that this has not been ■completely addressed. Please make corrections on the plans. I 1ST FL R PLA UNIT 5: GARAGE: 573.12 5Q. FT., LIV: 71.03 SQ. FT. UNIT 6: GARAGE: 580.70 5Q. FT., LIV: 63.74 5Q. FT UNIT 7: GARAGE: 581.665Q. FT., LIV: 63.43 5Q. FT. UNIT 8: GARAGE: 566.51 5Q. FT., LIV 77.32 5Q. FT. TOTAL: 2,577.50 5Q. FT. z c� W Q /� CA W �� z r-i A ►� r� T O 0 N 3 0 a N 0 m O t� N _� N 0 N N N O �1 23'1-1/2" 11'1-1/2" 16'S" A AI� E HEAT PU MIN HSPF OF 9.0 CV M � • ' CV � TYPO � ENT12Y I I 15 TREDS _ __i.._. _ _ C'7 i I TYP I � _� __i _______! �� . � i TYI' �� H ,� i ® � N �ANfLES MNEFOF0.91 PER WSE 2015 5c 1.5 CREDITS 4-1/2" 2'2" 2'4- 20 MIN. SELF CLOSING D00 13'9" 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 51LL 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(WAC) •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 D15HWAHSHER •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 SEC 403.5.3. C9 .. • 22'9" guildin thermal envelo a to a maintained at exterior 23'3" 12' wall. ter ical. 6'8-1/2" 11'4-1/2" 11'4-1/2" 11'7-1/2" P AIR SOURCE HEAT PUM AIR 50URCE UMP MIN HSPF OF 9.0 P 6040 SLIDER • � PF OF 9.0 PER WSEC 2015 3B 1.0 CR SEC 2015 3B 1.0 CREDIT 6040 SLIDER P+ 44" MAX SILL HT 6040 SLIDER LECTRIC CADET ® I 44" MA SILL HT P WALL HEATER . � I W � BEDROOM W � � � PED1200M�p HIGH EFFICIENCY HVAC EQUIP. � � � ,n I � DUCTLESS SPLIT SYSTEM FOR � � o � I O LIVING AREA Q � o � �-6 W p I TYf zW�W Q � - U � � • � �t- Q G Z � � � • ' ' I 11 116-1/2 MIN. SEL � N ; --___--- SING D00 3068 - I TYI' � UNIT5 E GA12AGE ------ --� L�F. IV � TYP 4'5-1/2" - � I 17'10-1/2" E UNIT6 I GARAGE . � t' N M 16070 OVERHEAD DOOR <o TYP 16070 OVERHEAD DOOR TYP TY(' L >Y z z 00 N NT"' ® I TY1' I I W � � PED1z00M = iJ I N �,Ym� � LECTRIC CA ET � Q � � i � WALL HEATE - �� � r�- - z_ O z w � � � - J 0� z °L c0 TYP G I 0 � N L I 3068 , - - - - - - - - - - - - - - - - - - - -I ' , • 9'1-1/2" 2'5-1/2" I�-1-15-'--------------------�''4-1/2�� 4'5-1 2" 18'9 1 /2" 22'10-1/2" 23'3" � 2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE 0 2X4 @ 16" O.C. ® 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 O 120V SMK DET W/BATT BACKUP (INTERGONNEGTED) CARBON MONOXIDE DETECTOR PER IRC 315 • �/ i / '' �� � � r � � ��' ■� - �� •,: i �% �0�� - , A6 ��� .. . �;� v �� - A6 �� � - A6 �� A6 �/ - % �', %I -1/2" 4'2- 22'10-1/2" 11'7-1/2" 6'5-1/2" 7'7-1/2" 8'9-1/2" A AIR 50URCE H AT PUMP PER WSEC 2015 B 1.0 CREDIT I LECTRIC CA ET 60405LIDER WALL HEATE 44" MAX 51LL HT 16070 OVERHEAD DOOR N CV O o ELECTRIC CADET N M THY � WALL HEATER � ' OO TYp �:�� �,p PED1200M N �� G F � � '3-1/2" 2' � �� ., Q o �� .� _ i v� � 30 8 U I' 11'S" 9'1-1/2" 18'6- 22'9" 2 I..I ON WALLS AND CEILING � DENSSHEILD ON EXTERIOR 5/8" GYf 5UM ON INTEIZIOIZ IN N LL `� 20 MIN. SELF i i CLOSING DOORI it I TYP ; � L 2.2�"-R-� E I ' I I ., � � � I UNITE ' � �------ GARAGE I I �, I I � N I I I -------- I I N I I I ', C9 I it 16070 OVERHEAD OOR ;� �� I � I � � • I � I � T1'P �� I � '� H TYP TYP ', �� i , N L � � ® N URAL GA . � � TANKLES OTWATE HE ER I MIN EF OF 0. I I PER WSEG 015 5c 1. CREDITS I I--�'S-�/2"------- I 13'8" I 23'1-1/2" I I CONC. LANDING I'AD REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION � w. � BUILDING OFFICIAL Dec 20 2022 APPROVED DATE 4LL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE �:��•y��y��a��N� RESUB REVISION O N JOB SITE Dec 12 2022 Dec 12 2022 CITY OF EDMONDS CITY OF EDMONDS DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEPARTMENT DEPARTMENT __...m/ -.���m�lllll` UNIT 5: GARAGE: 401.15 5Q. FT., LIV: 243.00 SQ. FT. UNIT 6: GARAGE: 381.38 SQ. FT., LIV: 263.06 SQ. FT. UNIT 7: GARAGE: 379.65 SQ. FT., LIV: 265.44 5Q. FT. UNIT 8: GARAGE: 393.66 SQ. FT., LIV 250.17 SQ. FT. TOTAL: 2,577.50 SQ. FT. z I= � � N a u M %� cn N ww A 6 n 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 51LL 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(WAC) •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 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 WSEC SEC 403.5.3. � 2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE 0 2X4 @ 16" O.C. ® 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 O 120V SMK DET W/BATT BACKUP (INTERGONNEGTED) CARBON MONOXIDE DETECTOR PER IRC 315 SCALE: 1/4" = 1'-O" UNIT 5: LIVING: 660.75 5Q. FT. UNIT 6: LIVING: 661.00 5Q. FT. UNIT 7: LIVING: 661.00 5Q. FT. UNIT 8: LIVING: 660.75 5Q. FT. TOTAL = 2,643.50 SQ. FT. z c� W Q i� rC7 VJ W �- C7 z A a T N O N O 3 0 0 a N O 0 �. 6 n 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 51LL 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(WAC) •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 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 D15HWAHSHER •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 SEC 403.5.3. � 2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE 0 2X4 @ 16" O.C. ® 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 O 120V SMK DET W/BATT BACKUP (INTERGONNEGTED) CARBON MONOXIDE DETECTOR PER IRC 315 SCALE: 1/4" = 1'-O" UNIT 5: LIVING: 660.75 5Q. FT. UNIT 6: LIVING: 661.00 5Q. FT. UNIT 7: LIVING: 661.00 5Q. FT. UNIT 8: LIVING: 660.75 5Q. FT. TOTAL = 2,643.50 SQ. FT. RESU Nov 29 20 CITY OF EDMON[ DEVELOPMENT SER' DEPARTMENT BLD2020-0151 z c� W Q i� rC7 VJ W �- C7 z A a T N O N O 3 0 0 a N O 0 �. 23'1-1/2" 22'9" 23'3" 22'10-1/2" 9'10-1/2" 13'3" 10'3" 12'6" 10'6" 12'9" 12'8-1/2" 10'2" 4'6" 1'11" 6'8-1 /2" 4'1-1/2" 12 5" 6'2-1/2" 4'6" 12'3 1/2" 6'5-1/2" 6'S-1/2" 11'11 ' 4'6" ,� 6040 LIDER P 44"MAX SILL HEIGHT � , '� '-------------------- -------------- � � ', 6040 SLIDER , ------------� o 0 44'MAXSILLHEIGHT �--------------------------- ----------------------- --� � cV o � i N � � Ln � - � • 50 C � � BATH 24 � BEDROOM #1 O n i u i n -1/2 43 43 6040 _ SLIDER 6040 LIDER HEIGHT O � 44" MAX SILL HEIGHT = N 50 C BATH 24 BEDROOM #1 � � - � OM #1 _ 0 12' N � � � � � � O BEDROOM #1 N 0 � - 3� , � � � i i - N � ,� � o 50 C - _ � BATH � 0 44" MAX SIL 24 BEDR - o 0 � 24 BATH 0 CFM i � � T.O. � � � � � � - - -�=-- - � ,1fl0-CfM W}JHOLf----�, HouS� FAIiJ i u - N � � � � _ cal o � � � i � � I � i , � O � � � � N � O CV � � - O o o 3'8" '8-1/2" 3'7-1/2" � 3'8" '8-1/2" '7-1/2" 5'3-1/2" �� � � 2268 P.D. - 5'3-1/2" DOWN � N N __ - 4'3" 4'3" � N 10 FM W O E WIC � WIC i N - H SE FA � 6068 BY I'A55 = N i - � � WIC � 2268 PD. � _ � i 4' ' - /2" � � - /2' � �� - N ut � o � i � � � �0 i i CV � � � N C'7 J 466 Y FOLD � � ° N S N _ N r _ 6068 BY f'A55 = N � '�---------' � '� --" �-------------'�-------------- ' ' � 4668 Y FOLD o O � � 2268 PD. N/IC DOWN 10 FM W 0 E H SE FA .. -------------------------- �� _ Lp � , L . � 1' = �� - � N 3 4� 2268 PD. � � � r � _ (2) 5068 BY PASS - o � 3�1�� 6�4�� � �� � o N � o O BATH � N � - - � N CAI BATH ------! - - - - - - - _ � BEDROOM #2 ; 4' � 13'1/2" N � cv i � � 50 GF � � � BEDROOM #2 • � WIC � 50 CF � N N � � X � ------ � N �X �------------------ 6205. � ► VAULTED AREA .-, c0 ., ���, - � 44" MAX SILL HEIGHT � �� -"" � � — ---- 1' -1/2 3° q.� �p N � , _ c0 3�9�� (2) 5068 BY PA55 � ^ . ' BEDROOM #2 AREA ------ 44" MAX SILL HEIGHT = � � � _ 0 N � � � � BEDROOM #2 13'1/2" N 5�5�� N cq � � , � H , � i � �- 26 50 GFM BATH N ���: � � U R ® � ao -------VAULTED 620 � '�- ,""" � �--'=-1------------ - - ' - � � i H � • _ � � 6 e 0 50 CFM BATH �� 4�_ . S ____ _ - ------'- - - --------- � 4' � � i WIC � � , N � � � � i -- - `--------------• r 904E /9016TR NSOM r— ' ' 904E /9016TR N50M � ' o o i ----------- 62 S. - -- --------- � __________________ VAULTED AREA 6205. ' ' �---------- � �------------------. ,---------------- - - - - -VAULTED AREA --� �----- Lp i i it 44" MAX SILL HEIGHT � _ ��` -""" i �i i �� — 44 AX 51LL HEIGHT � ��` .-" _, "" i — — — Lp � ' ' �__ ____________ ____________ _J ', 904E 9016TRA SOM 904E /9016TR N50M 2" 7'6-1/2" 5'6" 5' " � -- ------------ ------------ 5'6" 5'6" � � -- -------------- ----------- 2'4" 2'11-1/2" 5'6" 5'6" 2'4" 2'8-1/2" 5'6" 5'6" , -- 7'6-1/2" 2'2" 6'11-1/2" 5' -1/2" '8-1/2' 1 ' 5' /2" 2'5" 1 ' 9'8-1/2" 1 ' 2'2" 1 ' 9'8-1/2" 9' 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. TYP. FOR ALL UNITS PROVIDE 100 SO. 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 51LL 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(WAC) •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 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 WSEC SEC 403.5.3. � 2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE 0 2X4 @ 16" O.C. ® 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 O 120V SMK DET W/BATT BACKUP (INTERGONNEGTED) CARBON MONOXIDE DETECTOR PER IRC 315 TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM TYP. FOR ALL UN1T5 WSEC CREDIT 5a (.5 credits) GROHE 2611700 FAIRBORN SHOWER HEAD 1.75 GPM TYR FOPR ALL UN1T5 OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION U51NG EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 3 = 33% RUN TIME IN EACH 4-HOUR SEGMENT. TYR FOR ALL UNITS PROVIDE 100 S0. IN. LOUVERED VENT IN DOOR -•�i( N UNIT 5: (LIV) 593.19 SQ. FT. UNIT 6: (LIV) 596.49 SQ. FT. UNIT 7: (LIV) 596.055Q. FT. UNIT 8: (LIV) 593.13 SQ. FT. TOTAL = 2,378.8E SQ. FT. z c� W Q i� W �� C7 z A T N 0 0 N 3 0 3 N 0 0 23'1-1/2" 22'9" 23'3" 22'10-1/2" 9'10-1/2" 13'3" 10'3" 12'6" 10'6" 12'9" 12'8-1/2" 10'2" 4'6" 1'11" 6'8-1 /2" 4'1-1/2" 12 5" 6'2-1/2" 4'6" 12'3 1/2" 6'5-1/2" 6'S-1/2" 11'11 ' 4'6" I I I N � I Ln I - I , • 6040 LIDER P 44"MAX SILL HEIGHT • BEDROOM #1 O II I II I II -1/2 43 43 I '� '-------------------- -------------- 6040 I I ', 6040 SLIDER ------------� o ° 44'MAXSILLHEIGHT _ SLIDER HEIGHT � � 50 C BATH 24 BEDROOM #1 � �o OM #1 _ 0 12' - - N � � � � � � 0 - 3� � 3'8" '8-1/2" '7-1/2" 5'3-1/2" � _ I u DOWN CV 2268 P.D. 53-1/2 � � __ - I � � , N 10 FM W O E WIC I WIC I ° H SE FA � � .. I 3 I - WIC I 2268 PD. i � 4' '- /2n I I - /21 I u � � o 2268 PD. I - ° � /lJl I II - G - 3 DUCTLE551NDOOR �0 ° d UNIT LOCATION N O � cS� � � BATH �- ° _ N O N � BEDROOM #2 BATH------� - - - - - - - _ � ------------ r ; 4' � � 13'1/2" N � I o � 50 GF I � � I `� H GH EFFICIENCY HVAC EQUIP • � WIO � = D GTLESS SPLIT SYSTEM FOR 50 CF I N LIVING AREA 'X I � • - - - - - - - � � � - - - - - - - X 620 S. • ► VAULTED AREA `,, 44" MAX SILL HEIGHT '_______ __"_____J '� '� - ----' 904E /9016 TR N50M � 620 S. I ------------------. ,---------------- � � � _ ��` -""" i �i i �� — I__ ____________ ____________ _J I -- 2'4" 2'11-1/2" 5'6" 5'6" 2'4" 2'8-1/2" 5' -1/2" '8-1/2' 1 ' 5' /2" I �N � � _ Lp _ Lp �--------------------------- 6040 LIDER ----------_-_-_-_-_-_------- --� N I � Cn o • 50 C � � � BATH 24 � I I N I � � � I I o 50�C - _ � BATH - � ° 44" MAX 51L 24 BEDR - 2 O ° O l u I u I u 38 8-1/2 37-1/2 44" MAX SILL HEIGHT = N �_ � - � _ BEDROOM #1 \ �� _ N 4'3" 4'3" � � N 6068 BY PASS = N � -------------------- � I _ ° ° � 24 BATH o CFM CV \ � o � [� � I 1 I I I I � � I I I I I I I i � L . • � O � =_________ - N---�,H(�USf-FAN, � �rao=e��1 T.O. '�, � _ N � � - � I I I I I I I I i (V I \ I p I � I � I I I I I I � � N � '�-- --- �-----�- - "' ----�'- -- --- --- ' - - _ -------------------------- House FAI�J vt � '�---------' � �� ---- --" � �-------------'�-------------- I II - N � � \ � N � O CV � Cif' N J 466 � _ �' Y FOLD � � CV 3° N i _ N _� _r � N 3° 4� N 6068 BY f A55 N � - � - � 4668 Y FOLD o O • O � I 1 -1/2 4' 2268 PD. _ WIC I DOWN 10 FM W 0 E 1.,3° SE FA 2a ------------------------- _ n N 31911 2 5068 BY PA55 () • HIGH EFFICIENCY HVAC EQUIP. DUCTLESS SPLIT SYSTEM FOR Q LIVING AREA � • � 0 p z BEDROOM #2 z p � � � � w p � J U� � z � � VAULTED AREA 44" MAX SILL HEIGHT � 904E /9016TR NSOM �'� --------- � (2) 5068 BY PASS N I II I II I II 1 64 � 41 I _ /211 I II _ = - ° 3 • N m � � UCTLE55 INDOOR NIT LOCATION BEDROOM #2 13'1/2" N � S'5" N • _ DUCTLESS INDOOR N NIT LOCATION � N BEDROOM #2 HIGH EFFICIENCY HVAC EQUIP. DUCTLESS SPLIT SYSTEM FOR LIVING AREA N � cp � --------------------- VAULTED AREA 44 AX SILL HEIGHT ', 904E 9016TRA SOM � -------------- ----------- 5'6" 5'6" cq � - I ' I H • I I I � �- 26 50 GFM BATH N "'X � • � U R Lp � 620 -�., """"; —'_, _' y — — — — — — — — — — — — ----� I I c0 H •� � � 26 50 CFM BATH �� � 4 - • S ° ______i - - - - - - - I 4 I � � i � � i WIC HIGH EFFICIENCY HVAC EQUIP. � I N DUCTLESS SPLIT SYSTEM FOR I _ _ _ _ _ _ � LIVING AREA � ------------------ VAULTED AREA 44" MAX SILL HEIGHT ' 904E /9016TR N50M I -------------------------- 5'6" 5'6" 6'11-1/2" 1 ' I I— — ----------- � ��` i I -- --� �--- -- I �, ' -""" I — —I Lp 2" 7'6-1/2" 5'6" 5'6" I I -- 7'6-1/2" 2'2" 9'8-1/2" 1 ' 2'2" 2'5" 1 ' 9'8-1/2" 9' 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. TYP. FOR ALL UNITS PROVIDE 100 50. 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 51LL 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(WAC) •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 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 WSEC SEC 403.5.3. � 2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE 0 2X4 @ 16" O.C. ® 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 TRITON BOWE BY KOHLER (FAUCET) � � OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION K-800T70-4AKL-CP 1.0 GPM U51N6 EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E U51NG EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E TYP. FOIZ ALL UN1T5 ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 3 = 33% RUN TIME IN EACH 4-HOUR SEGMENT. RUN TIME FACTOR 3 = 33% RUN TIME IN EACH 4-HOUR SEGMENT. TYP. FOR ALL UNITS WSEC CREDIT 5a (.5 credits) TYP. FOR ALL UNITS PROVIDE 100 5Q. IN. LOUVERED VENT IN DOOR GROHE 2611700 FAIRBORN WSEC CREDIT 2a (.5 credits) SHOWER HEAD 1.75 GPM PROVIDE 100 SQ. IN. LOUVERED VENT IN DOOR TYR FOPR ALL UN1T5 WSEC CREDIT 2a (.5 credits) O 120V SMK DET W/BATT BACKUP (INTERGONNEGTED) CARBON MONOXIDE DETECTOR PER IRC 315 -•�i( N UNIT 5: (LIV) 593.19 SQ. FT. UNIT 6: (LIV) 596.49 SQ. FT. UNIT 7: (LIV) 596.055Q. FT. UNIT 8: (LIV) 593.13 SQ. FT. TOTAL = 2,378.8E SQ. FT. RESU Nov 29 20 CITY OF EDMON[ DEVELOPMENT SER' DEPARTMENT BLD2020-0151 z c� W Q i� W �� C7 z A T N 0 0 N 3 0 3 N 0 0 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 HE16HT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED 51LL 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(WAC) •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 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 D15HWAHSHER •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 SEC 403.5.3. � 2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE 0 2X4 @ 16" O.C. ® 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 O 120V SMK DET W/BATT BACKUP (INTERGONNEGTED) CARBON MONOXIDE DETECTOR PER IRC 315 ROOF VENTILATION UNIT 5 ATTIC VENTILATION REQ'D 1 S.F./300 S.F AREA = 660.81/300 X 144 = 317.18 S.I. REQ'D EAVES 69 L.F X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 324.30 5.1. = 95% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 S.I. = 64% UNIT 6 ATTIC VENTILATION REQ'D 1 S.F./300 S.F AREA = 660.94/300 X 144 = 317.25 S.I. REQ'D EAVES 46 L.F. X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 216.20 S.I. = 70% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 S.I. = 64% UNIT 7 ATTIC VENTILATION REQ'D 1 S.F./300 S.F AREA = 660.74/300 X 144 = 317.15 S.I. REQ'D EAVES 46 L.F X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 216.20 S.I. = 70% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 S.I. = 64% UNIT 8 ATTIC VENTILATION REQ'D 1 S.F./300 S.F AREA = 660.75/300 X 144 = 317.15 S.I. REQ'D EAVES 69 L.F X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 324.30 S.I. = 95% ROOF JACK 51 S.I. /EACH i'ROVIDE 4 JACKS = 204.00 5.1. = 64% ..,������i�lll( z c� W Q i� C7 w �� C7 z A a T N O N 0 3 0 0 a N O 0 �. TYPICAL ROOF CONSTRUCTION GA FILE # WP 5510 COMPOSITION ROOFING BLOW ATTIC INSULATION 1 HOUR F.R. R - 49 FLAME Sf 1zEAD 7/16" OSB 1200E DIAPHRAGM, U.N.O. NOT TO EXCEED 25 AND SMOKE DENSITY NOT TO ••�•�•�•�•�•�•�•�•�•�•�•�•�• �j z 2X ENGINEERED TRUSS 8d @ 6" O.C. EXCEED 450 IN ATTIC lSEPERATION WALLS � � " N 2X SOLID BLKG. W/ V USE APPROVED INSULATION BAFFLE I I � S HAL L B E BUILT AS PER � ~ � � o w HOLES AS REQ. W/ 1" MIN. AIRSPACE �• GYPSUM WALLBOARD, WOOD STUDS I I w A ABOVE INSULATON .': BASE LAYER 1/4" GYPSUM WALLBOARD •': APPLIED PARALLEL TO EACH SIDE OF � TH E DETAILS PROVIDED C7 . I M� 0 H-1 OR EQUAL @ EACH TRUSS PER OUBLE ROW OR 2X4 WOOD STUDS 16 O.C. AND 1 1/2" APART W/ 4d COATED NAILS 1 1/2" LONG, 0.099" SHANK ,1/4" ! � P L EAS E SEE DETAILS � � a, z � ��,\ SHEARWALLSCHD. HEADS,12"O.C.FACELAYER1/2"TYPEXGYPSUMWALLBOARD, ��������������������������� J .� A � VENEER BASE OR VINYL FACED GYPSUM BOARD LAMINATED r,L� � o �� 7/16 OSB -FOR NAILING 5/8" GWB, (2-LAYER TO BASE LAYER PARALLEL TO STUDS Wl 3/8" RIBBONS OF ADHESIVE 16" V •'""( ,� o �" REFER TO SHEAR 5/8" GWB IF 1-HOUR O.C. & 5d COATED NAILS 1 3/4" LONG, 0.099" SHANK, 1/4" HEADS, 16" O.C. � WALL SCHED. TO TOP &BOTTOM PLATES. 4d FINISH NAILS 1 1/2" LONG, 0.072" SHANK, � � 0.1055" HEADS, @ 45 DEGREES ANGLE 16" O.C. HORIZONTALLY, 24" O.C. 5/8" GWB VERTICALLY. SOUND TESTED W/ 1 1/2" MINERAL FIBER IN STUD SPACE. STAGGER BASE LAYER JOINTS 16" O.C. &FACE JOINTS 24" O.C. EACH (2) 2X6 TOP PL LAYER &SIDES. (LOAD -BEARING) TYP. ROOF CONSTRUCTION 1 HR PARTY WALL A B � D ., ., ., ., FLOOR -CEILING SYSTEMS, WOOD FRAMED .- — 221X6 OR 2X4 FRAMING � � GA FILE NO.FC5011 PROPRIETARY* 1HOUR 60to64STC ``^' 16" o.c. ROOF DECKING OR SHEATHING IS OF FIRE souN� R21 INSULATION IN EXTERIOR WALLS NONCOMBUSTIBLE MATERIAL OR WOODI-JOISTS, WOOD STRUCTURAL PANELS, GYPSUM 1 HOUR FIRE RETARDANT -TREATED WOOD FOR A FLOOR TOPPING, RESILIENT CHANNELS, GLASS FIBER BATT OR LOOSE FILL INSULATION, GYPSUM WALLBOARD EXTERIOR WALL A FILE N0. WP 8 OS ENER FIRE DISTANCE OF 4' (1219 MM) ON EACH SIDE Base layer+h"proprietary typeXgypsumwallboardorgypsumveneerbaseappliedatright S /8" TYPE "X" GYPSUM GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS OF THE WALL. 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 3605 may be left utreated. Extrerior 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 X gypsum 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� 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 f)esign U309; PROPRIETARY GYPSUM COMPONENTS 4-29-03; ' UL R1319-129, 7-22-70, United States Gypsum Company - +li'SHEETROCK®BrandFIRECODE®C BOARD OR VENEER BASE APPLIED PARALLEL WITH OR (54ceramicfile) ULDesignU314j 2X BACKING APPLY 5/8" Core Gypsum Panels RALOT03-10,6-18-03 AT RIGHT ANGLES TO EACH SIDE OF A 2X4 WOOD STUDS TYPE X GWB I --I - LEVELROCK®Brand FloorUndedayment 16" o.e.W/ 6d COATED NAILS. 1-7/8" LONG, 0.0915" SHANK, rr� ~J 1/4" HEADS, 7" o.c. JOINTS OF SQUARE EDGE, BEVEL EDGE U W �--+t OR PREDECORATED WALLBOARD MAY BE LEFT EXPOSED. N 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++ (TO BE INSPECTED BEFORE PLACEMENT) SCALE: 3 / 4" = 1' - 0" � . � . NO SCALE (� (11) SIDING PEP PLAN 5/8" TYPE X GWB F--1 1f2�� � BD �fER (10) 15# FELT THIS WALL TO BE INSPECTED FOR 5/8" �i� STUDS � 1�" O C (9) HEAD FLASHING Z METAL @ TYPE X GWB BEFORE WALL INSTALLED BLS" �HEETROC� EXPOSED WINDOW (4) 4" MIN MOISTOP SELF -HEAL 1�2" OSB SHT�. PEf� f � � R-2'I INSLLIATIGf�I PAPER OK EQUAL GARAGE SLAB f SHEATHING �W S�rI��uLE �- � r . � CST SILL f'L W/ A.B. (2) WINDOW FRAME ' TI• •Ir ���_ �EI,J_ NOT��, LJ.O_N � (3) MOISTOP STICKY SELF -HEAL OR • il• • •`r • (2) �4 HOPS. CONT. B,atiR ,� 2X6 STUD WALL ,� WELDED ANCHOR BOLTS HEAD EQUAL BUTTED TO WINDOW AND .� i I 6" MIN OVER WINDOW FASTNERS #��ERT. 6AI� � ��" O,C, . ti� WIRE MESH PER SHEAR WALL � I �. ti _ SILICONE UL� SEA!_ SCHEDULE ,I I 7 15# FELT () 3.2.20 f � � � (8) TRIM . • REVISIONS: E�C7EI�IOR SLAB f - � THEf�MAL BI�EA� (1) #4 CONT. JAMB I , ... ....... f .... ...... rz •�♦• •� ��. 4�'` _ #4 @ 12" O.C. �I (11) SIDING PEIZ PLAN 2.4.21 < < < � / � (18) CAULK ..... ' .. .. ' ..... 4.5.21 �� < < < 18" - 6 MIL y�y�y WINDOW NAIL �� TOP EDGE LOWER FELT • <'� '� i k . POLY •�•:•:•:•: �• <.t � FLANGE i 5.6.21 ii � ' r r 4 GRAVEL • 1�6�� 4" CONC SLAB W/ SILL i (1) 30# FELT PAPER, WRAP —_ - BASE I _ — LAP UNDER WINDOW BEFORE 5.2�.21 ... .. - - - - WINDOW INSTALLATION. — I I I I I I I I I I I I = _ ::�:�::�:�: I I I I I I �� �� MIN 6X6X#10 W.W.M. � - - - - - - - ' - - - -'- - - I � � � 4 COLIC_ OLrrtF OBE R ::::::::�::::::::::�::::::::: �" MIL POLY 4" FOOTING DRAIN (5) 30# FELT .:�':'�'� :" ':'�' �'�:� �� 4" �RANULAf FILL (2) #4 CONT. � (6) 4" TAPE SEAL OVER FLANGE BUT NOT UNDER JAMB FELT PE7€ PLC! �-1O INSULATION ��4"� (11) SIDING PER PLAN TYP. NON STRUCTURAL PRINTED: ������LAB TYP. EXPLODED s.2o.21 FOOTING PARTY WALL M ISUL. SLAB FIDN. N - o P WINDOW FLASHING • - � � SCALE: 3/4"=1'-0" � NUMBERS INDICATE ORDER OF APPLICATION RESUB 4 N.S. PYrA� �P1 rc��u� Jun 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 N 0 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� �, Ysyr .5.2 ALL REINFORCMENT MUST BE TIED IN • . PLACE FOR FOUNDATION INSPECTION RES U B 5EE FDN PLAN FOR FTC. /FDN SIZE Apr 06 2021 CITY OF EDMONDS ALL FOOTING TO BEAR ON DEVELOPMENT SERVICES BEARING SOIL DEPARTMENT PRINTED: 4.5.21 TY1'IC�L C1Z055 5�CT10N N.S.