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APPROVED BLD PLN Resub1 BLD2021-0111+Architectural_Plan+8.6.2021_9.57.48_AM+2343265• •RF�4tripLiue Energy Code Complianos i6f�Lll CIIrtYerr Zane In WitlYllhglon :i�fili�Osif•59L � Frt�lldGrxor:I�AIJ�b:�:�:�:�:�:�_�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: 1 .COMMENCING AT A f OINT ON THE SOUTH OF THE NOP.TH HALF OF THE NORTHEAST QUEAIZTEIZ OF THE NORTHEAST QUAKTEIZ OF SECTION 36, ��gticrn4.�....�.:�•� t��x,�.tivawciian .. . ..... ..... .. , ... , , . , s 1� �.. . TOWNSHIP 27 NORTH RANGE 3 EAST W.M. IN SNOHOMISH COUNTY WASHINGTON DISTANT SOUTH 88°14'33" WEST 800.21 FEET FROM THE • •��' �.�••..�. �� �iaiecr .fa . ..r - ' �anferf krdeivn�6idrr ' - SOUTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID NORTH HALF AND RUNNING THENCE ALONG SAID SOUTH LINE Unit 13 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 THIS POINT BEARS NORTT 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; This proleet rrlll use the requrrarnrnts of the Prrsr:rlpilwe Psih brloK and �neorporatr tic ihe• mrnlmurn aahies fisted. In addrilon based on khc slxa ai the sin,Liurc the s6 ra riatr EXCEPT THAT PORTION THEREOF LYING SOUTHWESTERLY OF A LINE DESCRIBE AS FOLLOWS: . p p numtscr ai addAionsl r:rcd ds arc rhe�kad as cMcson b the errnit a litsnt. :':ai�l�t(i':'::�"•fit:':':':':':':':':':':':':':':':':. 00 Y P PP .� . . . .. . . . . . - r-r l.0 7 BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER f�-i - - � � � - - � THEREOF AND RUNNING THENCE NORTH 21°27'S0" WEST TO INTRSECT THE WESTERLY LINE FO THE TRACT HEREINABOVE FIRST DESCRIBED; � � : � ::::::: � ::: � ::::: � : � ::::: � :::::::: _ � �iefi. tE•ta:::::::Q�:::Fedt.. .. Faalt.. - #rte� .. ::: � ,rt � � EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON UNDER RECORDING NUMBER 2185473. A�.bhen:ed i�eprer�snlaln+c _�,,� • Exempt 41f141{l� 1�:� gq;ii_:rga�Lj� : : ;� � • ::�� � � 224th St 5W � l 1 � o 1a.AGCE55 EASEMENTS: #7801230217. Exempt �la��d:�alliixi �t�:s�:�:irla7�j:'' :::�� :::::�� ,� � � � ��•�// r� � �JI �IIns81e hones rt o 2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. ::::: : :::::::::::::::: � reo � �'�`' m � - - Fd•Valuc 11�Far:lura � � W 3. VIGINIIY MAP SEE THIS PAGE . � ( ) Vdiili�llF�i'rels�ati�n Ilidalyd:dr5. . - - v � o ferrrs.tralnnU•Fadhar n'a l}.3d {::;:;_::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�:=:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� �. _ � 4. NEW CONSTRUCTION FORA 3-STORY , 4 UNIT BUILDING AT 22814 EDMONDS WAY EDMONDS, WASHINGTON 98020. _ oo � w Q u-Fatlnr n'a dLSd �•'•Flt:�:�::::::::::::::_::::::::::::::::::::::::::::::::::::::•.i.•. Hie Mt '- � m � 5. OWNER: K15AN ENTERPRISE LLG 7907 212TH 5T. 5W EDMONDS WA. 425-776-2211 � � mP - ..� � 19 - � � r, 2�5t � f�axod �oneslralra� $H�� n'a nda n -�r SNL ��th-::�:::::::;.. 6. CONTRACTOR: ROB MICHEL 206 930-2445 REGENT CONSTRUCTION, INC. REGENC1891K5 7305 SOUNDVIEW DRIVE EDMONDS, WA. 98026 Ct��cni .I�n = � � :: t�fi�c�r:: � : � : � : � : � :: �#]L Feet Feet _ �4rrl� : �: � : � �#: � �' � F� (.7 •� 7. CONSTRUCTION DRAWING: MICHEL DESIGN -ROB MICHEL 206-930-2445 �°'�" ` �� �� $edroom I Slid ' � � u 3 ::::'t5:b ' � �' ���[3 � 8. STRUCTURAL ENGINEER: RON SKINNER SSS ENGINEERING 425-778-1023 INBOX@SSSENG.COM Ytibad FrJrrxiwa�^r' zi rA �-d'�"6 � � r� Z' �a e: O�erFread dloa �28 1 16 ¢ F � :1:'t�.0 31.36 ^ , ,� a� 9. CIVIL ENGINEER: INSIGHT ENGINEERING COMPANY PO. BOX 1478 EVERETT, WA. 98206 BRAIN KALAB 425-303-9363. mass wall k.Valur z�r2t+ dl.dS6 � `1/ En : �+i fu€$d �28 1 2 � 2 ¢ :::5:0 1 _�3 10. GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704N.LAMPE@BTLENG.NET floor �Oa dLd�4 r Q 11. LEAD DESIGN PROFE5510NAL/CONTACT PERSON: ROB MICHEL 206-930-2445. �.olaw �rsda water.. lduld�l M � 11B Cl.d�l2 E : Frflnt GOar �28 1 3 a 6 � • : • ��:� • : • : •�_fi0 `� �I W o -atn st sW �zath st 5W V 12. ZONING: RM 1.5 AREA: 31,167.5Q.FT. .Slabdl�.waM�e d a,eari ��, � ft rra SCars: � I Flxe�d �28 � � a 4 a ::: dfi:b ::::�`I2p ,.., p 13. PROPOSED LOT COVERAGE = 3,581.13/31,167.00 SQ. FT. =11%, able . �.� and a �_ aerinolrs moWded on ale z. a � • rl � �-' Ki1CFr$n: 1,+1 Slider �28 1 fi � � : � ��:b � : � : � 7.56 14.15T FLOOR =UNIT #9 GARAGE: 573.05 5Q. FT. LIVING: 71.13 5Q. FT. UNIT #10 GARAGE: 580.58 5Q. FT, LIVING: 63.011 SQ. FT. UNIT #11 GARAGE: 580.88 5Q. FT, LIVING: 63.43 5Q. FT. Eaeh ehMoIllnQunttln ar�dirrhsl eulldlr`a shall campr}r�nlh �urLAtlani options trorn Table R#pG.� so as is achieve the �ir$3t F40rY5.1{I I Cas$m$rrt �28 2 3 a 6 a ::: ��:Q ::::1�_[18 2��1 UNIT #12 GARAGE: 580.58 SQ. FT. LIVING:63.31 UNIT #13: GARAGE: 591.62 S0. FT. LIVING: 282.63 TOTAL: 3,450.52 SQ. FT. rotloMring rnlnlmum numhar at ercdris: �,r$at room. � I Fixed �28 � 3 ¢ 6 ¢ � : � 36:� � : � :1�_�S � � 15. 2ND FLOOR -UNIT #9 LIVING: 655.185Q. FT. UNIT #10 LIVING: 655.25 5Q. FT. UNIT #11 LIVING: 655.25 5Q. FT. UNIT #12 LIVING: 653.78 5Q. FT. UNIT #13 LIVING: 886.85 5Q. FT. TOTAL: 3506.31 5Q. FT. .. Bath- 3{ I Cas$m$nt �28 1 2 � � ¢ � Edmonds Way 16. 3RD FLOOR =UNIT #9 LIVING: 587.685Q. FT. UNIT #10 LIVING: 591.09 SQ. FT. UNIT #11 LIVING: 591.09 S0. FT. UNIT #12 LIVING: 590.86 SQ. FT. UNIT #13 LIVING: 810.34 SQ. FT. TOTAL: 3171.06 SQ. FT. .. �' �'�°� ' �' �' 1'-� i. Small aa�lll Utrll: 1_S crodlls• 17. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2500 PSF. "� Bedroom #2: 1� I Gas$merrt �28 9 a 6 a � : � :� � : � :1�_`1� ��I rr3 units tees than I ]I:l} e:quarc reel rn rondrlroned fiaor area wth lesa than 30� square fool of fcrns�ahon arcs. � �� 18. OCCUPANCY: GROUP R, CATEGORY 2, & GROUP U, CONSTRUCTION TYPE VB. Aodhu-a haerosing truldrn� Ihakarcgrcakerkhan SG] sq�►aroiooloi healydtaoraroa twl loss than 16{Us�q�arolooL Bath:1� I CaS$ITI$rrt �28 � � � a :::�:$ :::::'I:_� � Co 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 ' ' 06 Star. �fi I Fixed �28 1 � a 4 a � : � ��:b � : � : � �_fiX3 � 2315t $t 5 W MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM ' ' �. Mi.dlumb�wlung urw: 3.t r:nrdlt� 5t8r �fl I Fixed �28 3 2 � � � ::: ��:$ :::::�-4$ .i4� y 20. COMPLY WITH 2O15 IRG WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAQ (WAG 51-13), ECDG-CURRENT EDITION. :: Nl dwrllrrg unrls mataT mi nduded n#i nr�t3. Esaopllon_ L7vwung ors sor-mngR.�aar.panaeQshall raq�re r* C 21. CA FILE NUMBER: #2017-0211 � � ����• Bonus: Vi �as$menl �28 1 � ¢ 4 ¢ � � : � �(i:19 � : � : ��_� � ro � 232nd 5t SW 22. SEPA FILE NUMBER: PLAN20190003 DNS . . 3. Lar�r OwollrnQUnit �.t•endlls Bonus: Ili Fixed �28 � 4 ¢ � ¢ ::::'t�:�j :::::¢-�$ e � � 23.ADBNUMBER:PLN20190003 � [ir.�clingunilsfirr-sec•dr.3hl:{U3q�aroieel.orexrrdrhorredflooraraa. Bedroom: ISlider �28 1 � a � a :::;� :::::�- f° � Holly Ln 24. SET BACKS: STREET 15' (1), SIDE 10' (2) BACK 15' (1). ... a. kddAlons• wss than Sao squarra root: _s arradrts Bath:1� I Cers$m$nt �28 1 � � � a :::�:� :::::'.I:_df� � Q 25. PARKING SPOTS REQUIRED: 8, PROPOSED: 8 �s 26. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE SPECS ON SITE FOR INSPECTOR TO VERIFY VENT LENGHT Tarrla Rd�6.2 Summery Bedroom � � I Casement � a � � � � �°� . � �'1�_9� ,� Maple Ln U 27. FIRE ALARM SYSTEM REQUIRED. CENTRAL STATION SERVICE FOR SPRINKLER/FIRE ALARM MONITORING. ;:Ptcn Uosrsolra� C s . • • •��� � � 234th St 5W � 28. HANDICAP RAMPS W/ SLOPES OF 1:20 OR GREATER SHALL HAVE HANDRAILS AND EDGE PROTECTION PER ICC/ANSI A117.1 (2009 EDITON). la �iftr:re�lElurki �n,reboc 1a o.S .. ..... . ............ �.5 .. �: ���� � �-� � n 29. SPECIAL INSPECTIONS HAVE BEEN GALLED FOR ON TH15 PRO EGT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING is ����I klurki ��,�� � ,b . .1�8 .. Madrana L !� .. J - - lc Erfir:rc�l �Imki t�acbae '•e 2d . .. .. � PERMIT. IT IS THE OWNER &/OR CONTRACTORS RESPONSIBLITY TO ASSURE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY:::::::::::::::::::::::::::::::::::::::::::::::::::::::: _::::::::::: S�iir�::�9,rie5atE�4i�ri�#it,�=::::::::: ::€���:$ :: rt���_� MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY ISSUE A STOP WORK ld Eifir:rc�l kir.rkir• E�acb7e 'e �+ .. ..... . ................ Y:' � [V ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME A5 THE REPORTING AGENCY HAS COMPLIED &REPORTS ARE �a Jur Loaka c�.ortrWand F_Afir:cyrl Wc�lrsaar7 �a �6 .. " ' - � REVIEWED &APPROVED BY THE CITY. � ivr Loaka a {:ontrd and ECir: and Vc�h aeon �� i�d . �varhaadGlazin • 5 • •1•hl�•�::::::::::::::::::::_;:::::;::::::;:::;::::::::::;::;::::::::;:::::::::::;::::::::::::::::;:::::;:::::::;:::::;: 3c iyr Loaka e• Central and Elie cyd 4hc•�II aeon �_� 1.6 {7 � � rJ .� . • 30. SPECIAL INSPECTION REQ'D: � • � � • � • : . • : : • • : . • : • p 31. SEPERATE PERMIT REQ'D: 3la H h Etficrent HYA� 3a •1�8 • C�m,�4nenl � - ..�d�l �� Hlelgfrt ' :: ; : ; : ; : � : � : � : � : � : � :� : '� Fi hEFfxrent HYA��b 1A':�:�:�:�:�:�:�_�:�:�:�::�:�:�:�:�::�:�:�:�:�::� ,�.I. ��=h=:::;;::::::. .: 32. FLAME SPREAD FOR ENCLOSED VERTICAL EXITWAYS 0-25 CLA55 A ,OTHER EXITWAYS 26-75 CLA55 B, ROOMS OR AREAS 76-200 GLASS C. Gescri 'orF . • : � : � : � : � : � : � : � : � _ � � :: t�i�elmr:: � : � : � : � : � :: ��Ot Feet Feet h : �: �J[ H h C-fficrenr: HVA� 3c 1 S � 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.) 3d H h EFfxrenr: HVA.� 3d lA � � ���� � � � � ��-� 34. BASIS 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. � H h EffKron� HVAC i}slr•t+bon $ :hem lA �: ��_� � �-� F� 8a Enr:ra�l Y�alcr Hoak �a �.6 C.S :::(j;�j : �_{j(j 35. MAX HEIGHT-30', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, Q � i3t Elir:re�LYraler Heat ]h lA . . :::�;� �_[jp SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. ■ dr Ert¢renl water Heflk 8c 1.6 .. 1.5 36. TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO GHEGK HEIGHT OF STRUCTURE. ' ' •' •'�'B �-� F---I A rov e d b F � re � Elir:ranl Yfaler Heck 8d . d_6 . . . . . . .. . . . : ; : ;�;� ; :. . �_{� F-I 37. LOT LINE &SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION. ' p p y Renewahlo Elodtnr Ene . . . . . . �s . . '1�0 1[41n . �.0 . . . . . . . . . .. . . O 38. ADDRESS NUMBERS 12 HEIGHT ON APPR. CONTRASTING BACKGROUND SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR . .. - ( ) Total Cradlr� .. .. 9�D ��� G � . - ::::�:$' :.:.:��' 7 ROAD FRONTING PROPERTY. 08/24/2021 '�Icasc refefkatahle R4u5.1 for Dour I�te•o r:ndescrr turns • • •• • • •• : �: G PSr P AFM I���tte�E�•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•_•.•.• 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. � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � • � • � � � � � � � � � � � � � � � O F--�I 41. ACCEPTABLE TIGHTLINE MATERIAL SCH 40 PVC OR EQUIV, SDR 34 ASTM D3TM D3034 . � :::�� � :��tirt; � �ni. ti�;a�ii�sy�riuda s� ::::::::::::���:� :: �- COVER SHEET: ( ) APPROVED BY PLANNING - - P1 VICINITY MAP W 42. ANY RE UEST FOR MODIFICATION VARIANCE OR OTHER ADMINISTRATIVE DEVIATION HEREINAFTER VARIANCE MUST BE SPECIFICALLY Townhomes can have a NFPA 13D flow throw h t e fire s rinkler Q ( ) 9 Yp p CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVISIONS WHICH DO NOT COMPLY WITH CITY CODE & s stem. Townhomes can have a NFPA 13D flow throw h t e fire FLOOR AREA SUMMARY Q FOR WHICH A VARIANCE HA5 NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED & CONSIDERED BY THE APPROPRIATE CITY OFFIGAL IN Y g Yp .� o PROJECT INFORMATION � w ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE sprinkler system. r-I SPEGIFIGATION. A residential fire sprinkler system is required. A recommended ��� �1`�� 1 P2 PLOT � L1 LANDSCAPE PLAN 43. COORDINATE WITH FIRE DEFT FOR LOCK Box AUTHORIZATION &INSTALL. flow -through design will meet specifications and reduce equipment Sep 02 20 1 N 44. SPECIFY TIMBER SPECIES AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL SPECIFICATIONS AND NAILING SCHEDULES � ARCHITECTURAL: (�J SEE SHEET S1 and COntlnUing maintenance regUlrementS. ECDC19.O5.O2OB2. OBTAIN ELECTRICAL City Of Edmonds A1.1-2 ELEVATIONS 45. PLAN CHECK #: Provide a minimum combination water service of one inch (1 "� PERMIT FROM A2 1ST FLOOR PLAN 46. BUILDING PERMIT NUMBER: XXXX-XX EXP. X.X.20 meter and one and one half (11/2") service line, or show that STATE LABOR & A3 2ND FLOOR PLAN domestic and fire protection needs can be met with a smaller INDUSTRIES Building Department A4 3RD FLOOR PLAN service. Fire lane markings for final . A separate permit is required Work A5 ROOF PLAN for each townhome. 5 UNIT TOWNHOME- BUILDING C A6-7 DETAILS APPROVED Address PLANS MUST BE 22814 EDMONDS WAY STRUCTURAL DRAWINGS: ON JOB SITE------------------------�---- S f AGES Please provide listed assembly per R302.2 to the building Owner KISAN inspector. This shall be done at time of pre -con inspections and --------------------------- framing. No walls shall be covered prior to inspection. Approved Date 9/07/2021 ALL WORK SUBJECT U This project is to comply with the building envelope requirements of RCW 64.55, by providing TO FIELD Building Official � �/, � �Q,,� � either an architect design complying with RCW 64.55 or providing a recorded "sale prohibition" INSPECTION FOR Permit Number covenant. As per applicant, install fire -retardant treated plywood for at CODE COMPLIANCE BLD2021-0111 � least 4 feet on both sides of the common walls in accordance � with I RC 302.2.4 ,_, 1�Vindaw, Skyli�htar�d air 5eh$dUle:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.•.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.. grid Pr xtJrfarrralr_n �.�..�'anfartl.�iG•rn.�narr �.�..�.�..�.�.�....._. .��:: ...................... . grid d4f: grid ��:�(»dllf�:�:�:�:�:�:�_�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�_�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: •� ��!!! . � 'ecf lnfar�rn�lie; r � ::#�irlar:r PndorPm-�iarr ��. . � 111 •'•'•'•'•' _ .. ....•.•.•.•.•.•_•.•.•.•..•.•.•.•.•..•.•.•.•.•..•.•.•..•.•.•..•.•..•.•.•..•.•_•.•. .•.•.•.•.•.•.•.•. 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TOWNSHIP 27 NORTH RANGE 3 EAST W.M. IN SNOHOMISH COUNTY WASHINGTON DISTANT SOUTH 88°14'33" WEST 800.21 FEET FROM THE • •��• �.�••..�. �� �iaiecr .fa . ..r - ' �anferf krdeivn�6idrr ' - SOUTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID NORTH HALF AND RUNNING THENCE ALONG SAID SOUTH LINE Unit 13 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 THIS POINT BEARS NORTT 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; This proleet rrlll use the requrrarnrnts of the Prrsr:rlpilwe Psih brloK and �neorporatr tic ihe• mrnlmurn aahies fisted. In addrilon based on khc slxa ai the sin,Liurc the s6 ra riatr EXCEPT THAT PORTION THEREOF LYING SOUTHWESTERLY OF A LINE DESCRIBE AS FOLLOWS: , p p number ai addAionsl r:rcd ds arc rhe�kad as cMcson b the errnit a litsnt. :':ai�l�t(i':'::�"•fit:':':':':':':':':':':':':':':':':. 00 Y P PP .� . . . .. . . . . . - r-r l.0 7 BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER f�-i - - � � � - - � THEREOF AND RUNNING THENCE NORTH 21°27'S0" WEST TO INTRSECT THE WESTERLY LINE FO THE TRACT HEREINABOVE FIRST DESCRIBED; � � : � ::::::: � ::: � ::::: � : � ::::: � :::::::: _ � �iefi. tE•�a�r:::::::Q�:::Fe�+t.. .. Faalt.. - lea .. ::: � � � � EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON UNDER RECORDING NUMBER 2185473. A�.bhen:ed i�eprer�snlaln+c _�,,� • Exempt 41f141r1� 1�:� gq;ii_:rga�Lj� : : ;� � • ::�� � � 224th St 5W � � � o 1a.AGCE55 EASEMENTS: #7801230217. Exempt Gla��d:E$alGixi �t�:s�:�:irla7�j:'' :::�� :::::�� ,� � � � �� r� � �JI �IIns81e hones rt o 2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. ::::: : :::::::::::::::: � reD � �'�`' m � - - Fd•Valuc 11�Far:lura � � W 3. VIGINIIY MAP SEE THIS PAGE . � ( ) Vdiili�l lF�i're�ati�n Irdi alyd:d� . . - - v � o ferrrs.tralnnU•Fadhar n'a l}.3d {::;:;_::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�:=:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� �. _ � 4. NEW CONSTRUCTION FORA 3-STORY , 4 UNIT BUILDING AT 22814 EDMONDS WAY EDMONDS, WASHINGTON 98020. _ oo � W Q u-Fatlnr n'a dLSd �•'•Flt:�:�::::::::::::::_::::::::::::::::::::::::::::::::::::::•.i.•. Hie fit '- � m � 5. OWNER: K15AN ENTERPRISE LLG 7907 212TH 5T. 5W EDMONDS WA. 425-776-2211 � � mP - ..� � 19 - � � r, 2�5t � f�axod �oneslralra� $H�� n'a nda n -�r SNL ��th-::�:::::::;.. 6. CONTRACTOR: ROB MICHEL 206 930-2445 REGENT CONSTRUCTION, INC. REGENC1891K5 7305 SOUNDVIEW DRIVE EDMONDS, WA. 98026 Cf��cni .I�n = � � :: t�fi�c�r:: � : � : � : � : � :: �#]L Feet Feet _ a4r�� : �: � : � �#: � �' � F� (.7 •� 7. CONSTRUCTION DRAWING: MICHEL DESIGN -ROB MICHEL 206-930-2445 �°'�" ` �� �� $edroom I Slid ' � � u 3 ::::'t5:b ' � � • ���[3 � 8. STRUCTURAL ENGINEER: RON SKINNER SSS ENGINEERING 425-778-1023 INBOX@SSSENG.COM Ytibad FrJrrxiwa�^r' zi rA �-d'�"6 � � r� Z' �a e: O�erFread dloa �28 1 16 ¢ F � :1:'t�.0 31.36 ^ , ,� a� 9. CIVIL ENGINEER: INSIGHT ENGINEERING COMPANY P0. BOX 1478 EVERETT, WA. 98206 BRAIN KALAB 425-303-9363. mass wall k.Valur z�r2t+ dLdS6 � `1/ En : �+i fu€$d �28 1 2 � 2 ¢ :::5:0 1 _�3 10. GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704N.LAMPE@BTLENG.NET floor �Oa dLd�4 Q 11. LEAD DESIGN PROFE5510NAL/CONTACT PERSON: ROB MICHEL 206-930-2445. fah �rida wa,�� lduld�l M � 11B Cl.dil2 E : Frflnt Guar �28 1 3 a 6 � • : • ��:� • : • : •�_fi0 `� � W o -ath st sw �zath st sw V 12. ZONING: RM 1.5 AREA: 31,167.5Q.FT. .Slabdl�.wa■�e d a,eari ��, � ft rra Stars: � I Flxe�d �28 � � a 4 a ::: dfi:b ::::�`I2p ,.., p 13. PROPOSED LOT COVERAGE = 3,581.13/31,167.00 SQ. FT. =11%, able . �.� and a �_ aerinolrs rnol.rded on ale z. a � • 1--� � �-' ICi1CFrBn: 1,+1 Slider �28 1 fi � � : � ��:b � : � : � 7.56 14.15T FLOOR =UNIT #9 GARAGE: 573.05 5Q. FT. LIVING: 71.13 5Q. FT. UNIT #10 GARAGE: 580.58 5Q. FT, LIVING: 63.011 SQ. FT. UNIT #11 GARAGE: 580.88 5Q. FT, LIVING: 63.43 5Q. FT. Eaeh ehMoIllnQunttln ar�dirrhsl eulldlr`a shall campf}r�nlh ■urLAtlani options trorn Table R#pG.� so as is achieve the �ir$3t F40rY5:1{I I Cas$m$rrt �28 2 3 a 6 a ::: ��:Q ::::1�_[18 2��1 UNIT #12 GARAGE: 580.58 SQ. FT. LIVING:63.31 UNIT #13: GARAGE: 591.62 S0. FT. LIVING: 282.63 TOTAL: 3,450.52 SQ. FT. roaoMring rnlnlmum numhar at ercdris: �,r$at room: � I Fixed �28 � 3 ¢ 6 ¢ � : � 36:� � : � :1�_�S � � 15. 2ND FLOOR -UNIT #9 LIVING: 655.185Q. FT. UNIT #10 LIVING: 655.25 5Q. FT. UNIT #11 LIVING: 655.25 5Q. FT. UNIT #12 LIVING: 653.78 5Q. FT. UNIT #13 LIVING: 886.85 5Q. FT. TOTAL: 3506.31 5Q. FT. .. Bath- 3{ I Cas$m$nt �28 1 2 � � ¢ � Edmonds Way 16. 3RD FLOOR =UNIT #9 LIVING: 587.685Q. FT. UNIT #10 LIVING: 591.09 SQ. FT. UNIT #11 LIVING: 591.09 S0. FT. UNIT #12 LIVING: 590.86 SQ. FT. UNIT #13 LIVING: 810.34 SQ. FT. TOTAL: 3171.06 SQ. FT. .. �' �'�°� ' �' �' 1'-� i. Small aa�lll Utrll: 1_S crodlls• 17. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2500 PSF. "� Bedroom #2: 1� I Gas$merrt �28 9 a 6 a � : � :� � : � :1�_`1� ��I rr3 units iesa than I ]I:l} e:quarc leel rn rondrlroned fiaor area wth lesa than 30� square fool of fcrns�ahon arcs. � �� 18. OCCUPANCY: GROUP R, CATEGORY 2, & GROUP U, CONSTRUCTION TYPE VB. Aodhu-a haerosing truldrn� Ihakarcgrcakerkhan SG] sq�►aroiooloi healydtaoraroa twl loss than iW}4s�q�arolooL Bath: � I CaS$ITI$rrt �28 � � � a :::�:$ :::::'I:_� � Co 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 ' ' 06 Star: �fi I Fixed �28 1 � a 4 a � : � ��:b � : � : � �_fiX3 � 2315t $t 5 W MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM �. Mi.dlumb�wlung urw: 3.li r:nrdlt■ 5t8r �fl I Fixed �28 3 2 � � � ::: ��:$ :::::�-4$ .i4� y 20. COMPLY WITH 2O15 IRG WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAQ (WAG 51-13), ECDG-CURRENT EDITION. :: Nl dwrllrrg unrls mataT mi nduded n#i nr�t3. Esaopllon_ L7vwung �� sor-mngR.�aar.panaeQshall raq�re r* C 21. CA FILE NUMBER: #2017-0211 � � ����• Bonus: Vi �as$menl �28 1 � ¢ 4 ¢ � � : � �(i:19 � : � : ��_� � ro � 232nd 5t SW 22. SEPA FILE NUMBER: PLAN20190003 DNS . . 3. Lar�r OwollrnQUnit �.bendlls Bonus: Ili Fixed �28 � 4 ¢ � ¢ ::::'t�:�j :::::¢-�$ e � � 23.ADBNUMBER:PLN20190003 � [ir,�clingunilsfirr-sec•dr.3hl:{U3q�aroieel.orexrrdrhorredflooraraa. Bedroom: ISlider �28 1 � a � a :::;� :::::�- f° � Holly Ln 24. SET BACKS: STREET 15' (1), SIDE 10' (2) BACK 15' (1). ... a. kddAlons lass than Sao :guar. f..l: _s ar.drts Bath: � I Cers$m$nt �28 1 � � � a :::�:� :::::'.I:_df� � Q 25. PARKING SPOTS REQUIRED: 8, PROPOSED: 8 �s 26. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE SPECS ON SITE FOR INSPECTOR TO VERIFY VENT LENGHT Tarrla RdU6.2 Summery Bedroom � � I Casement � a � � � � �°� . � � •1�_9� ,� Maple Ln U 27. FIRE ALARM SYSTEM REQUIRED. CENTRAL STATION SERVICE FOR SPRINKLER/FIRE ALARM MONITORING. ;:ptcn Uosrsolra� C s . • • •��� � � 234th St 5W � 28. HANDICAP RAMPS W/ SLOPES OF 1:20 OR GREATER SHALL HAVE HANDRAILS AND EDGE PROTECTION PER ICC/ANSI A117.1 (2009 EDITON). la �iftr:re�lElurki �n,reboc 1a o.S .. ..... . ............ �.5 .. �: ���� � �-� � n 29. SPECIAL INSPECTIONS HAVE BEEN GALLED FOR ON TH15 PRO EGT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING is ����I klurki ��,�� � ,b . .1�8 .. Madrana L !� .. J - - lc Erfir:rc�l �Imki t�acbae '•e 2d . .. .. � PERMIT. IT IS THE OWNER &/OR CONTRACTORS RESPONSIBLITY TO ASSURE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY:::::::::::::::::::::::::::::::::::::::::::::::::::::::: _::::::::::: S�iir�::�9,rie5atE�4i�ri�#it,J�=::::::::: ::€���:$ :: rt���_� MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY ISSUE A STOP WORK ld Eifir:rc�l kir.rkir• E�acb7e 'e �+ .. ..... . ................ Y:' � [V ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME A5 THE REPORTING AGENCY HAS COMPLIED &REPORTS ARE �a Jur Loaka c�.ortrWand F_Afir:cyrl Wc•�IrsaCn �a �6 .. " ' - � REVIEWED &APPROVED BY THE CITY. � ivr Loaka a {:ontrd and ECir: and Vc�h aaan �� i�d . �varhaadGlazin • 5 • •1•hl�•�::::::::::::::::::::_;:::::;::::::;:::;::::::::::;::;::::::::;:::::::::::;::::::::::::::::;:::::;:::::::;:::::;: 3c iyr Loaka e• Central and Elie cyd 4hc•�II aaan �_� 1.6 {7 � � cJ .� . • 30. SPECIAL INSPECTION REQ'D: � • � � • � • : . • : : • • : . • : • p 31. SEPERATE PERMIT REQ'D: 3la H h Etficrent HYA� 3a •1�8 • C�m,�4nenl � - ..�d�l �� Hlelgfrt ' :: ; : ; : ; : � : � : � : � : � : � :� : '� Fi hEFfxrent HYA��b 1A':�:�:�:�:�:�:�_�:�:�:�::�:�:�:�:�::�:�:�:�:�::� ,�.I. ��=h=:::;;::::::. .: 32. FLAME SPREAD FOR ENCLOSED VERTICAL EXITWAYS 0-25 CLA55 A ,OTHER EXITWAYS 26-75 CLA55 B, ROOMS OR AREAS 76-200 GLASS C. Gescri •orF . • : � : � : � : � : � : � : � : � _ � � :: t�i�elmr:: � : � : � : � : � :: ��t Feet Feet h : �: �J[ H h C-fficrenr: HVA� 3c 1 S � 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.) 3d H h EFfxrenr: HVA.� 3d lA � � ���� � � � � ��-� 34. BASIS 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. � H h EffKron� HVAC i}slr•t+bon $ :hem lA �: ��_� � �-� F� 8a Enr:ra�l Y�alcr Hoak �a �.6 C.S :::(j;�j : �_{j(j 35. MAX HEIGHT-30', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, � Q � i3t Elir:re�LYraler Heat ]h lA . . :::�:� �_[jp SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. dr EI'¢renl water Heflk 8c 1.6 .. 1.5 36. TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO GHEGK HEIGHT OF STRUCTURE. ' ' •' •'�'B �-� F---I dd Elir:ranl water Heat 8d �6 . .. ::::�;� ::. . �_{� F-I . . 37. LOT LINE &SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION. ' 6 Renewahlo Elodtnr Ene �4 . '1�0 iMAn . �.0 ' �� - _ - 38. ADDRESS NUMBERS 12 HEIGHT ON APPR. CONTRASTING BACKGROUND SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR ............................ ROAD FRONTING PROPERTY. •please rofcrkatahle fk4{15.1 for oompleheoPsr[ndestrrPtmrrs .. .. .. .. � .......................... .....:. . . • :• •� 39.PROVIDEFIREESTINGUISHERSPERNFPASTANDARD10-1. �''"''''"''''' ''''"''''"''''' = � 40. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY & OR SERVICE SHALL BE PLACED UNDERGROUND. � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � • � • � � � � � � � � � � � � � � � O F--•I 41. ACCEPTABLE TIGHTLINE MATERIAL SCH 40 PVC OR EQUIV, SDR 34 ASTM D3TM D3034 . � :::�� � :��tirt; � f#i+ia�ii�sy�re�aa s� ::::::::::::���:� :: �- COVER SHEET: ( ) - - P1 VICINITY MAP 42. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION (HEREINAFTER VARIANCE) MUST BE SPECIFICALLY FOR UNIT #13 3.5 CREDITS ARE NEEDED � • � •' w CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVISIONS WHICH DO NOT COMPLY WITH CITY CODE & FLOOR AREA SUMMARY � Q 1 A:.5 �I FOR WHICH A VARIANCE HA5 NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED & CONSIDERED BY THE APPROPRIATE CITY OFFIGAL IN 3B: 1 PROJECT INFORMATION t� w ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE ALL WORK SUBJECT � P2 PLOT SPEGIFIGATION. 5A:.5 APPROVED � TO FIELD L1 LANDSCAPE PLAN 43. COORDINATE WITH FIRE DEFT FOR LOCK BOX AUTHORIZATION &INSTALL. 5C: 1.5 N 44. SPECIFY TIMBER SPECIES AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL SPECIFICATIONS AND NAILING SCHEDULES 1 PLANS MUST BE AIZCHITECTUIZAL: N SEE SHEETS1 TOTAL:3.5CREDITS INSPECTION FOR ON JOB SITE A1.1-2 ELEVATIONS 45. PLAN CHECK #: CODE COMPLIANCE A2 1ST FLOOR PLAN 46. BUILDING PERMIT NUMBER: XXXX-XX EXP. X.X.20 A3 2ND FLOOR PLAN A4 3RD FLOOR PLAN •-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•- A5 ROOF PLAN ! The following documentation shall be available on A6-7 DETAILS REVISED PLAN APPROVED ;site for the building inspector: 1 STRUCTURAL DRAWINGS: CITY OF EDMONDS BUILDING DIVISION � ❑COEAPPROVEDARCHITECTURAL PLAN SET � S f AGES ❑ COE APPROVED STRUCTURAL PLAN SET ; w � ! ❑ COE REVIEWED CALCULATION PACKET � BUILDING OFFICIAL ! ❑ENERGY CREDIT WORKSHEET '. ❑SITE PLAN A 2 22 '. ❑CIVIL PLAN ! ug 30 0 � 0 Original set of plans ! � APPROVED DATE : ❑ �W ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ; �~�//� Ywlrrdaw Sic li fitand[)aar5ch�dutd�:�:�:�:�:�:�:�:�:�:�::�:�:�:�:�::�:�:�:�:�::�:�:�::�:�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� F=l a Y� :��� . :::::::::::::: Pr xtJrfarrralr_n _:�:�:�::�:�:�:�:�::�'anfartl.�iG•rn.�ibrr'�:�::�:�::�:�:�::�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�: . 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REV2 :•:•••: • .............. ...................... .•.•.•..•.•_•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•...................................... � !� � .... �.�.�.�.�.� � .� �:.�#e�torr � fJfa►� systerrrsi�fn�cal�uiat�re� .:.:.;.:..:�`�:5 �:�:�_........................................................_......................:.:.:.:..............................._.............................. 387.48' .. � - N CV ❑� �n 0 ❑� 0 z N H� O I /� rr^^ � � VJ O V JI W N W �' (� � Q� � � � � � � • � ���� INSULATED GARAGE DOORS- P� 30 YEAR ARCH COMP ROOF- (BI FASCIA -(GRAY) -SW CITYSCAPE VINYL WINDOWS - (BLACK) PANELS -(GRAY) -SW PEPPERCOR BELVEL SIDING (GRAY) SW GRIZ� SCALE: i/4" =i'-o" .48' ,VE GRADE: 357.48' AB HT: 351.00' LC C� AVE GRADE: LC �� �Ir�rs� �a A �r-r SLAWOMIR PdRaWSKI TA7E QF WA5F11lvtiTQN U C,l� w ��/ I� W �7 H W I� R����S: 4•���s 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4.6.21 SCALE: i/4" =i'-o" SCALE: i/4" =i'-o" AX HT: 387.48' N MAX HT: 387.48' N N � ACTUAL HT: 387.19' � ACTUAL HT: 387.1 <9 N ACTUAL HT: 384.9 ' N •� �� .1AVE ��ADE: 35' B HT: 353.75' INSULATED GARAGE DOORS- PAINTED SW CITYSCAPE 30 YEAR ARCH COMP ROOF- (BI " `�'"' '- " "' r""'""' FASCIA -(GRAY) -SW CITYSCAPE VINYL WINDOWS - (BLACK) PANELS -(GRAY) -SW PEPPERCOR BELVEL SIDING (GRAY) SW GRIZ� REVISED PLAN A CITY OF EDMONDS BUI � w. i BUILDING OF Feb 09 20 APPROVED The following documentation sh site for the building inspector: 0 COE APPROVED ARCHITECTUR 0 COE APPROVED STRUCTURAL COE REVIEWED CALCULATION = � ENERGY CREDIT WORKSHEET SITE PLAN CIVIL PLAN :n . �--� :❑ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 I� III �I i� �� U x�=io ®�.n�n� cc x�no SLAB HT: 354.25' ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE SCALE: i/4" =i'-o" SLAP HT: N QnTrrr= ��x=o � SCALE: i/4" =i'-o" SLAP HT: 355. 357.48' l� C SLAB HT: 356.10' f\AAX HT• ?iR74R' N_ 6) N GRADE: 357 N cN ACTUAL HT: 384.94' CV �' o� P' �p AVE GSA 57.48' ci nrz ii _ ¢r_ _ SCALE: i/4" =1'-0" �� �i=rurs� �a A ACT SLAWOMIR PdRaWSKI �STA7E QF WA5F11lvtiTQN O rn U Qo � N O i'� Z�� 0�,� �' z p U�o OQ� ��Q N N U � /-�� V J W CJ� ��/ I� W �7 H W I� RESUB Feb 02 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS: 4.6.21 12.27.21 1.28.22 BLD2021-0111 1.28.22 N INSULATED GARAGE DOORS- PAINTED SW CITYSCAPE 30 YEAR ARCH COMP ROOF- (BLACK) SABLEWOOD FASCIA -(GRAY) -SW CITYSCAPE VINYL WINDOWS - (BLACK) PANELS -(GRAY) -SW PEPPERCORN BELVEL SIDING (GRAY) SW GRIZZLE GRAY = 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 ■ ❑REVISED SITE PLAN SHOWING FIRE SEPARATION DISTANCE - X ■ ■ ❑ � ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 � ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE SCALE: i/4" =i'-o" � �J SCALE: i/4" =i'-o" 'E G(ZADE: 357.48' -------------- i SCALE: i/4" =1'-0" REVISION 3 - RESUB 2 - ENERGY CREDITS, PLANS STAMPED, FLOOR PLAN CHANGES REVISION Dec 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z W Q z O H d u O a z rc� VJ nW I� Q Q z 0 Q w N N U C,l� w CIS �--� w E--� w C1� N O O O '� O O a� 0 0 0 N O C!� Q z 0 Q w ,.�,.�, REVISIONS: 4.6.21 12.27.21 1.28.22 5.20.22 10.19.22 12.7.22 12.7.22 SCALE: i/4" =1'-0" REVISION 3 - RESUB 2 - ENERGY CREDITS, PLANS STAMPED, FLOOR PLAN CHANGES REVISION Dec 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z W Q z O H d u O a z rc� VJ nW I� Q Q z 0 Q w N N U C,l� w CIS �--� w E--� w C1� N O O O '� O O a� 0 0 0 N O C!� Q z 0 Q w ,.�,.�, REVISIONS: 4.6.21 12.27.21 1.28.22 5.20.22 10.19.22 12.7.22 12.7.22 a �' a a � '� � m N 3a � � � �f c. -a 2 � _ m � �. ~ ❑ -��� t 1 DI 'll N o � �" �� ��mom{ Dm0 �., ��O � � N mcn� ��o O iv 1'Ty m � �lfii ur KISAN ENTERPRISES, LLC LOCATION: 22814 EDMONDS WAY BLD C EDMONDS, WA. 98020 Michel DESIGN B U I L D I N G D E S I G N PO Box 1215 Lynnwood, WA 98046 206-930-2445 MAX HT: 387.48' �I'� �, SLAB HT: 356.10' m ��I�I� ----------------------------------------------- -' SLAB HT:355.75' L__________________ ______ 0 �I� ________________________________ SLAB HT: 355.00' EAST ELEVATI SCALE: a,/4"=a,'—o" N —Cn Cn �� LC) Cn ❑� 0 �u ❑� 0 0 K� z W Q z O H---� ����������������� T ������������������������ ������������������������������������ � � AVE GRADE: 357.48' � � - � � � ________________________________ i � r ) �SLAB_HT:_35425'_ v ----------------------------------------------- - - � SLAB HT: 353.75' O L_______________________________ �� ���rs� �a A �r-r SLAWOMIR PdRaWSKI TA7E QF WA5F11lvtiTQN z rc� VJ nW I� Q Q z 0 Q w N N U w ��/ I� W �7 H W I� N O O O '� O a 0 0 N O C!� Q z 0 Q w RESUB Feb 02 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS: 4.6.21 12.27.21 1.28.22 BLD2021-0111 1.28.22 MAX HT: 387.48' z N H� O I /� rr^^ � � VJ O V JI W N W �' (� � Q� O 3 � � r� Z � � l X F� � � �� � O CA —N O �\ — N � F -� - LC) F � � N � - F U Qo � N � O • �..� 00 � O � H---� Cn Q ------------------ ------ --------------------- ----- --------------------- CIS 5LA5-HT: 3F�'n' - AVE GP.ADE: 3 .48' SLAB HT: 355.75' - - O LAB HT: 355:C� � SLAB HT: 354.25' U�o LAB HT: 353.75' O rT�, W !� ,� W N N SCALE: i/4" =i'-o" U �� � w � �cr �.� �^� SLAWOMIR P{]RaWSKI STATE QF WA5F11lvtiTQN W �7 H W I� 1.21.21 REVISIONS: 4.6.21 12.27.21 1.28.22 5.20.22 10.19.22 12.7.22 PRINTED: 12.7.22 REVISION 3 -ENERGY CREDITS AND PLANS STAMPED REVISION Dec 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��I�I� 128' 23'1-1/2" 22'9" 23'3" 22'9" 36'1-1/2" 6'11-1/2" 16'2" 20'9-1/2" 2'6-1/2" 12'9-1/2" TYP Np -gyp __ -- __ --___ - __ -- I TYP I TYI' -_ --_ _ _._.. _...._._..._.. - -__ _ _._.. - z ., I �� I .I � • � z � — cn O J v 15'3" I I I I I I I I 1 I � I i i _ _ _ TYp - - I I �J � I -- • � —� I � n --- � 48' I I I I I I I I I II _ I � I � II I II I I I II I I 5EC CREDIT OPTION 5c 15 credit LECT. TANKLE55 HOT WATER EATER (W/MIN EFF OF .93) ATER SUPPLY FOR HYDRONIC HEATERS Y BEACON/MORRISAND MIXING VALVE OR HOTWATER SUPPLY TO EACH UNIT i u 184 WSEC CREDIT OPTION 5c 15 credit ELECT. TANKLESS HOT WATER � HEATER (W/MIN EFF OF .93) Lp WATER SUPPLY FOR HYDRONIC HEATERS BY BEACON/MORRISAND MIXING VALVE FOR HOTWATER SUPPLY TO EACH UNIT - N � �- - � N UNIT 13 GARAGE TYP c0 `� E , � N �: �! C'� P • i ' i � .I , , � W � � � — o � I I I I I I I ; I II I � II I ' � � � W � r� z � W � A V a • !""� '—' � I� N O m o� � � � � °o 3 � a'' x °' o M • • � E N T12Y N I I I I I I ; I I N ' �� p — � � �_ � � �' � = J 6E D 1200 M #1 � � X � O � � �� P 8 9 II CV cp ISM flL 111 p J � � O I � � � r I I I I I I I I I I I I I I I -------- � � I _ I I � I �. I I � TYp I I J I _ _ _ _ J I � I I ---,I I --- I ----�.'----J i WSEC CREDIT OPTION 5c (L5 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 18�4�� UNIT 10 GARAGE �'p E �. I I I I I I I I I I I I I I I I --- ---- 1 � I- I I � I - I � TYI' I I I II I - _ _ '� _ J I • --,I ---- i ---------J i — — — it — — — 4'� --------- I WSEC CREDIT OPTION 5c (1.5 credit) ELECT. TANKLESS HOT WATER HEATER (W/MIN EFF OF .93) WATER SUPPLY FOR HYDRONIG HEATERS BY BEACON/MORRISAND MIXING VALVE FOR HOTWATER SUPPLY TO EACH UNIT 18'4" UNIT 12 GA1zAGE TYI' E , �O N � N , = � 3' �� 3' - � _ 0� �� � Cn -1/2 3 1/ - N � � 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 TYh Q UNIT 9 GARAGE �'p E � �o `no I I I I I I I iCLQS I I i I ', T TYp � _ - N - � O N = �' N ENT12Y o� � I I --------- — — — — — — — — — ---rip ---� � ,� --; ; -- ---; ; I I I II — — — — — — — — — ___ --------- � 00 N" I UNIT 11 GARAGE TYP E p M • , � , -----____II 3068 -------- i i N - � � � U ' II i i -� I I I I I I I I I I I I I I I I I I I _ � � � - CV � � _ � � � o � - N -- ---- � � � � . . � � O �..� "'� I -I 1 w � N � °� � I —I 7 n TYp M p � ' ENT12 = � � � O� 3068 TYp M � � ENT12 _ \ � C9 • � 3068 16070 OVERHEAD DOOR p N L M ENT12 = � � � • � 30 8 16070 OVERHEAD DOOR � � wo �� zz �Cn � � N� U p N L 16070 OVERHEAD DOOR w o �� ZZ � �� ONOJ N , 16070 OVERHEAD DOOR �o �� � Z �- 00 NU - ' N L 16070 OVERHEAD DOOR >L� �� �� Zz �� 00 v TY L � � N � - --------- - - - - - - - - - ....--. 4'2- /2" - - - �, ' • I L - - - - - - - - - - - - - - - - - - - - - - - - - J ......... � -- 18'6- /2" � � � L - - - - - - - - - - - - - - - - - - - - - - - - - � .. ......... ......----. 18'9 1/2" L - - - - - - - - - - - - - - - - - - - � .. ......... ......... 18'9 1/2" ROOF OVERHANG 13'9" .. 9'1-1/2" ... ......... 4'S-1 ................. 2" ---- ......... ......... 4'5-1 2" ------- 'I ...... 10'6" - - . - - - 10'6" - '11-1/2" 3'4" 9'7" 2'5-1/2" 11'5" 9'4-1/2" 2'2-1/2" 11'5" 9'1-1/2" 2'S-1/2" 11'5" 9'4-1/2" �� 2210-1/2 � �� 23 3 � �� 22 9 � �� 23 3 2 � � �� 1410-1/2 h� � ,�,� w 128' 00 N N �� REG1S7` EO � ECT SLAWDMII� P(3ROVI+SK! STATE 41F w,lashl�v�xlaN U W I----I-I I^^ � F--� I� W W I``�// F��-I NOTES •FACTORY BUILT FIREPLGE 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. �.2D.L1 2. A MIN. CLEAR HEIGHT OF 24" �-p,����: 3. A MIN. CLEAR WIDTH OF 20" 1� 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 ^p,�, 2[72� `� C� CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT 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: � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REO'D BY CITY CODE o 2X4 @ 16" O.C. •EXPANSION TANK REQ'D ON EACH HOT WATER TANK. ®2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE 1 HOUR WAII H/A6 PRINTED: 4.6.21 OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. SITTING ON TOP OF A 8" FOUNDATION WALL. 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 i ��-i 22"X30" ATTIC ACCESS (30" MIN. VERT CLEARANCE I �� WEATHERSTRIP & INSUL. TO R-49 v_ —.I SCALE: 1/4" -1'-0" UNIT 9: GARAGE: 573.05 5Q. FT. LIVING:71.13 5Q. FT. •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) � CARBON MONOXIDE DETECTOR PER IRG 315 UNIT 10: GARAGE: 580.58 5Q. FT. LIVING: 63.01 UNIT 11: GARAGE: 580.88 5Q. FT. LIVING: 63.43 SQ. FT. UNIT 12: GARAGE: 580.58 5Q. FT LIVING: 63.61 5Q. FT. UNIT 13: GARAGE: 591.62 5Q. FT. LIVING: 282.63 5Q. FT. INSULATION PER 2015 WSEC SEC 403.5.3. 128' 23'1-1/2" 22'9" 23'3" 22'9" 36'1-1/2" 11'1" 12'1/2" 20'9-1/2" 2'6-1/2" 1 '9-1/2" 7'2" 16'6-1/2" 6'2-1/2" 16'9-1/2" 6'5-1/2" 16'6-1/2" 6'2-1/2" 16'5" 6'8-1/2" 28'11-1/2" 7'2" I TYP I - 0 ~J 0 • � Lp o Cn I I I � I � � � I �- I I 0 6020 LIDER DUCTLESS INDOOR UNIT LOCATION OFFICE A ( F OF 9.0 1 • � - _._.... 6020 LIDER AIR SOURCE HEAT PUMP 6020 LIDER � I _.. - - _ __. _. - - - � � 6020 SLIDER .I 6020 LIDER i I � � i i I �� � �I I• I i .. �-+ Z (� �� � cn � W W Q � � �� z � A �r , V ,� �--a � � � o m oN o °` � 3 °o 3 a O N " P '... _ � � w � � � z � ... � ' ® NATURAL GAS TANKLESS HOTWATER HEATER MIN EF OF 0.91 PER WSEC 2015 5c 1.5 CREDITS PER WSEC 2015 3B 1.0 CRED ® NATURAL GAS TANKLE55 HOTWATER HEATER - MIN EF OF 0.91 - PER WSEC 2015 5c 1.5 CREDITS - - N N Lp � M � � - • N E N T12Y N - N o i u = 3 CV 15 TREDS .2 RISE a I I I I I I I I I I ' N � W �% � � � cO �_ oL<i � _ DUCTLESS INDOOR � UNIT LOCATION � � � PED1200M #1 X� Q � - O A � P 89 � - i -- - - N i� �0 � � w �_ J o � o I� � . � i t i I i I i I I i I �I I --------� I - - - - - - - - - I � � I II PER WSEC 2015 3B 1.0 CREDI ® NATURAL GA5 TANKLESS HOTWATER HEATER MIN EF OF 0.91 PER WSEC 2015 5c 1.5 CREDITS U � � i i I i I � I � I i I i 11 ---------� � I �I - � � � � TYI' � U � I� PER WSEC ?005 3B I i t i I I i I i I I �I I --------� I - - - - - - - - - I I I II o� d- �'p III ,J I I J I --- - .0 CREDI ® NATURAL GAS TANKLESS H0IWATER HEATER MIN EF OF 0.91 PER WSEC 2015 5c 1.5 CREDITS � N - -1/2 3 1/ ,_._ T TYP J � N : 2�4�� 2�2�� I ---------I 20 MIN. SE - - - �,p - - -� i CLOSING D ___ __ I - I J i I - --, I �� • --�� INK � R WSEC 015 c 1.� CREDITS 2'4-1/2" � �� I _ - - -4'- - - -' � I I � 18'4" UNIT 10 GARAGE TYP E ,� -- � . -a � �Q�� � -4-C7 � GASH ER TANK ZN1S�C�cI. �REDITS � � �� 184 �� ---- --, - - - - - - ---�I 4�8'r GA5 H ER PrNK ER WSEC 015 c1. CREDI � I I I I ' 5 i ii 184 UNIT 12 GA1zAGE �'� E �, _ � N UNIT 13 GARAGE rYP `� E �, ,� � w p �? I I I � CL�S I I I N I I I I ' o N - `� N 0 0 � N N ENT12Y _ [n Q F NATURAL GAS � OR TANKLESS HOTWATER HEATER MINEFOF0.91 PER WSEC 2015 5c 1.5 CREDITS - - - - - - - - --------- GASH ER T WSEC D'f5 c'r I I <�K CREDIT I UNIT 11 TREDS GARAGE 815E TYP E � � OO � 1 7.25 p M , 15 TREDS 7.25" RISE �� 3068 I � � � � I I I I UNITS GARAGE � o M � ' E N T12 �� �-, � � ��� 3068 - � N � '• � � � = N �- U Q � .. �-+ � � O � ^ F--� O O I -I 1 w N O � ` �-•� O n -- ---- � �,p TYP M o . , ENT12 � � 3068 16070 OVERHEAD DOOR rYP E �. P N L M o , � ENT12 LO � � 30 8 16070 OVERHEAD DOOR � � � � zz 0 0 N� f �9 N L 16070 OVERHEAD DOOR � N L , - - . - - - 10'6" 10'6" 16070 OVERHEAD DOOR � o �� Z �� �� � - ' N L � I I I L - - - - - - - - - - - - - - - - - - - - - - - J 18'9 1/2" 16070 OVERHEAD DOOR J o �o Z� �� �� N E TY L � = �' � ----------------------------------------- 4'2- l2" ' • I � - - - - - - - - - - - - - - - - - - - - - - - - - � ................... '� 18'6- l2" - ' '11-1/2" 3'4" 9'7" ROOF OVERHANG � 13'9" ' � .. .... 9'1-1/2" ..... ......... 4'S-1 .................... 2" 4'5-1 2" ', ', I I L - 18'9 1/2" 2'5-1/2" 11'5" 9'4-1/2" 2'2-1/2" 11'5" 9'1-1/2" 2'S-1/2" 11'5" 9'4-1/2" 2210-1/2 �� � �� 23 3 � �� 22 9 � �� 23 3 2 � � �� 1410-1/2 h� � ,�,I w 128' 00 N N U ALL OUTDOOR UNITS ARE 28" TALL C,l� w CIS H w w C1� NOTES •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. �.ZD.�L1 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" REVISIONS: 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FIN15H FLOOR. 4.6.21 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED 5.25.22 FRESH AIR SUPPLY @FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR 7.30.22 UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC) •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL 8.16.22 HABITAL SPACES, & 7'-0" 15 REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE 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. o 2X4 @ 16" O.C. ®2X6 @ 16" O.G. 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. RES U B Aug 17 2022 oevE�oPMENTseRvices DEPARTMENT PRINTED: 8.1G.22 DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT i ��-i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE I �� WEATHERSTRIP & INSUL. TO R-49 v_ -.I SCALE: 1/4" -1'-0" UNIT 9: GARAGE: 394.44 SQ. FT. LIVING:249.76 SQ. FT. •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 0 120V SMK DET W/BATT BACKUP (INTERCONNECTED) � CARBON MONOXIDE DETECTOR PER IRG 315 UNIT 10: GARAGE: 580.58 SQ. FT. LIVING: 63.01 UNIT 11: GARAGE: 580.88 SQ. FT. LIVING: 63.43 SQ. FT UNIT 12: GARAGE: 580.58 SQ. FT. LIVING: 63.61 5Q. FT. UNIT 13: GARAGE: 591.62 5Q. FT. LIVING: 282.63 5Q. FT. BLD2021-0111 REV2 INSULATION PER 2015 WSEC SEC 403.5.3. 128' 23'1-1/2" 22'9" 23'3" 22'9" 36'1-1/2" 11'1" 12'1/2" 20'9-1/2" 2'6-1/2" 1 '9-1/2" 7'2" �UHSPF OF 9.0 MP 16'6-1/2" 6'2-1/2" AIR 50URCE HEAT PUMP 16'9-1/2" 6'5-1/2" 16'6-1/2" 6'2-1/2" 16'5" 6'8-1/2" 28'11-1/2" 7'2" _._. - - _ _ - .... I • - - - _ _ - _ _ - - - _...._._., 6040 SLIDER TYP AIR 50URCE MIN HSPF PER WSEC HEAT PUMP OF 9.0 2015 3B 1.0 CREDIT - - _ _ _._. - _ _ P ER WSEC 2015 3B 1.0 CREDIT _.. � I • - - _ _ - _ P • AIR MOUHSPF PER WSEC OF 2015 3B - - - 9.0 MP 1.0 CREDIT - _ _ TYP P _...-- - ', _._. _...._ - - - - -_._.. - - I • - - -_ _ - _ _ - - - - - 6040 SLIDER Z (� ( 6040 SLIDER - - P N � M • • � N ENT12Y N - N O � �� - 3 � N 15 TREDS .2 RISE a _ ' • ® � � � s � � � � � � � o ��0� flL � J Q � o � o'er `�'- c��- � wo -��--car--- Q�zU Z z��� = ,� � U z of W � CV � � � `� C9 � N � W � � v • � � � N _ N � `� o � N � 6040 SLIDER � • 44" MAX 51LL HT LECTRIC CADET WALL HEATER BEDROOM A O � G ® of cn � o � W � o � � � � � � i" p `v J �Qw�-� _ Q � ��f1 -U - � o� � = _ "� p z � � � '-'-' � O � � � N � � p N � - � ' • 6040 SLIDER _ � W � � O � z � � '� i I ' � � i � �� � ~ H� � (� W W A � � r--� Z � � Q � V ,._, • 1�I � � N m N � � o 3 a� `° o O � � � _ � � � O , I � � � i �- , � 44" MAX SILL HT LECTRIC CADET WALL HEATER BEDROOM A G ' o �- 44" MAX SILL HT LECTRIC CADET WALL HEATER BEDROOM O p► • PER W6EC 2015 3B 1.0 CREDIT ® NATURAL GA5 TANKLE55 HOTWATER HEATER - MIN EF OF 0.91 � PER WSEC 2015 5c 1.5 CREDITS - � - N � G . • i , ' i � ; i i � N � ��% o� - � �- o� � 44" MAX SILL HT i _� _ _ - i N LECTRIC CADET � WALL HEATER � � w � r � P ED1200M #1 X � Q p � � - � O A �� � P ' • � ® W � � s = � � � �wo� DL � � � � O J Q u. J � � � -� o'er `�' � ��wo -� Zca-�- QcD-U Q z J�� = � � � z fl[ � � � � H � � o �o v N O � • o � A WALLTHEATERET BEDROOM O G N _� `� ciJ � _ � - N � � O N � N `� � � � N Q�-� Z � w � _ � � W z w � � � - 0� N � N --------- - - - - � �.---- - - - - - - - - - --------- • � --------- --------- 4'8' fYP � ---- � • • N UNIT 13 GARAGE TYP � E �, I I ��I , � ICL S � N i � I I o � 2'4" 2'2" ----- � i 20MIN.SE i - - - �,p - - -I i CLOSING D _ _ _ _ _ _ � J - -I i - CzAS • • ��'NK R WSEC 015 c 1.� CREDITS 2'4-1/2" 11'7" NO � � 20 MIN. SELF � �� •G CLOSING DOOR 184 ,� w o �o N cp N o • � O N - - ENT12Y = � T TYp Q F NATURAL GA5 OR TANKLESS HOTWATER HEATER MIN EF OF 0.91 PER WSEC 2015 5c 1.5 CREDITS = 3068 � �� 184 UNIT 10 A 12AG E T1'P E ,• 18�4�� UNIT 12 GA1zAGE �� E �• � � _ �- CLOSING DOOR d- - UNIT11 GA1zAGE TYP E CLOSING DOOR � � N" �� p M • 15 TREDS 7.25" RISE �� 3068 � � � � UNITS GA12AGE � � � o M � ' E N T12 �� �-, � ��� 3068 - � N � '• � � � = N � � U Q � .. �-+ � � O � ^ U�o I -I 1 w N O � n � -�.p TYP M o ENT12 • � 3068 16070 OVERHEAD DOOR rYP E P N L • . • M o ENT12 LO • � 30 8 16070 OVERHEAD DOOR � � � � zz N� f �9 N L 16070 OVERHEAD DOOR � N � • , � 160 � o �� �� �� � � N 0 OVERHEAD DOOR L � I 1 J o �o �� �� N E � . , 070 OVERHEAD DOOR L = �' � ----------------------------------------- i ....--. 4'2- l2" i ' • � � - - - - - - - - - - - - - - - - - - - - - - - - - J .-......... ... � -- � 18'6- l2" � ------- L - - - - - - - - ', ROOF OVERHANG � 13'9" i ��, ....... 9'1-1/2" ..... ......... 4'S-1 ....................... 2" � L - - - - - - - - - - I - - - - - - - - - - - - - - - � ..... ......... ......----. 18'9 1/2" ---- ......... ......... 4'5-1 2" I - - -................................ --------------J 18'9 1/2" i ....... 10'6" --. --- 10'6" - '11-1/2" 3'4" 9'7" 2'5-1/2" 11'5" 9'4-1/2" 2'2-1/2" 11'5" 9'1-1/2" 2'S-1/2" 11'5" 9'4-1/2" �� 2210-1/2 � �� 23 3 � �� 22 9 � �� 23 3 2 � � �� 1410-1/2 h� � ,�,� w 128' 00 N N �� REG1S7` EO � ECT SLAWDMII� PC3ROVMSICI STATE 4F w�►sh��v�xoN U W I----I-I I^^ � F--� I� W W I``�// F•�-I NOTES •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1.ZD.Z1 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24" REVISIONS: 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE 4.6.21 THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED57.25.22 FRESH AIR SUPPLY @FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR / .30.22 UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC) 8.16.22 •MIN. HEAER M CLEARANCE F - IS RE DIN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE 10.19.22 ADDITIONAL PLUMBING REQUIREMENTS: � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. 11.22.22 •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE 12. / .22 •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REO'D BY CITY CODE o 2X4 @ 16" O.C. PRINTED: •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. ®2X6 @ 16" O.G. 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. Kc �3+ N 3 GY I ND PLANS STAMPED 12.7.22 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 TO 1.75 GPM •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEC SEC 403.5.3. i ��-i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � �� WEATHERSTRIP & INSUL. TO R-49 v_ -`� 0 120V SMK DET W/BATT BACKUP (INTERCONNECTED) � CARBON MONOXIDE DETECTOR PER IRG 315 SCALE: 1/4" -1'-0" UNIT 9: GARAGE: 394.44 SQ. FT. LIVING:249.76 SQ. FT. REVIS I O N UNIT 10: GARAGE: 311.06 SQ. FT. LIVING: 332.95 SQ. FT. UNIT 11: GARAGE: 318.89 SQ. FT. LIVING: 325.42 5Q. FT. Dec 07 2022 UNIT 12: GARAGE: 321.02 SQ. FT. LIVING: 323.17 SQ. FT. ciTvoFEDMONDs UNIT 13: GARAGE: 591.62 SQ. FT. LIVING: 282.63 5Q. FT. DEVELOPMENT SERVICES DEPARTMENT 128' 23'1-1/2" 22'9" 23'3" 22'9" 36'1-1/2" 4'6" 11'11" 6'8-1/2" 4'3" 12'3-1/2" 6'2-1/2" 4'6" 12'3-1/2" 6'5-1/2" 4'3" 12'3-1/2" 6'2-1/2" 7'1/2" 3'3" 3'3" 3'3" 12'2" 7'2" 7'4" 15'5" 7'7" 15'8" 7'4" 15'5" TYP - - I-------- .� 2620 �� 6046 ER 6046 � ------- 6046 LIDEP 6046 3060 3060 3060 3060 6046 LIDEI� � z C7 � U' w � Q ("� r--� Z � �"-'� Q • �--'� '-' � � �° N o o � $ 3 � a'' ° 5L1 _ N o - • - � N � ; ' � DW � � � O O 50 CFM � POWDE1z ', • o DW � O � � �� � i� 1Nw�C CRffDIT 5a (.5 credits) a � TRITOIJ�B�WE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM � (TYI'. FOR ALL UNITS) '9-1/ " 3'10" KITCHEN � 6'11-1/2" 5' � ' i i � i i i ' i • o � DW ' O� � -- -, � i i - i ' � , �� i i � i � - i Q KITCHEN � � � O i � �— i O � i UNIT 13 ,, GREAT BOOM � Q - � N � -- � TRITON BOWE BY KOHLER (FAUCET) N 110 K- 00 0-4 KL-CP 1.0 PM I II TYP. FOR ALL UNITS - WSEC CREDIT 5a (.5 credits) � 0 N N GPOHE 2611700 FAIRBORN � � SHOWER HEAD 1.75 GPM � � x L(� TYP. FOPR ALL UNITS I II ' I' I' x o � 5 1/2 4 114 46 0 � � \I � \1 _ �- 6 N � N • � _ � O 50 0 O Q BATH � i � i � _� BED1200M #2 � 50 � �o i � � ', � .---- - - - � 9060 � - SLIDER SLIDER 8'1/2" _ O - N � 50 CFM � POWDEiz � O � i DW i • o i � ' �� i i � Ww�C CRffDIT 5a .5 credits ( ) O � TRITOIJ�B�IWE BY KOHLER (FAUCET) 2 K-S00T70-4AKL-CP 1.0 GPM � (TYP FOR ALL UNITS) KITCHEN � � it i i i � O - N � 50 CFM � POWDER � O � i DW i • o i ' � i� i i 1Nw�C CRffDIT 5a .5 credits ( ) O � TRITON�B�WE BY KOHLER (FAUCET) 2 K-800T70-4AKL-CP 1.0 GPM � (TYP FOR ALL UNITS) KITCHEN �r 6'11-1/2" 5' 4 UNIT 12 G12EAT 1200M 18'4" � i ; i i i � � i o � ' i 2'1" 0� � o O � � � � � �� ' i � � i WSEC CR�61�5a 5 credits (• ) �. TRITON BOWE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM (TYP FOR ALL UNITS) KITCHEN � � 4'7" T6" 4' i i ' � i � � � o � �' � � � � � �. � �� � � ', it � ' 2'1" DOWN 4'3-1/2" 2'1" J DOWN UNIT 9 ---�-- -- G12EAT DOOM _ , „ '�� , _ 157 1/2 O y----. 2468 PD. WSEC CREDIT 5a (.5 credits) TRITON BOWE BY KOHLER (FAUCET) K-SOOT70-4AKL-CP 1.0 GPM (TYP FOR ALL UNITS) _ o • - 50 CF - POWDE TYP 2640 P -- ,-- - -------- 9060 ----------------- Q � � TYP TYP F ., , „ 1 110 � � - ', `� _------- L - � , DOWN DOWN � c� � UNIT11 G12EAT1200M 18'1/2" � � _ N• � Cn � � I 2640 --, � � � ------ _ 9060 -------- ,---- - Please provide listed assembly per R302.2 the building inspector. This shall be don time of pre -con inspections and framing. walls shall be covered prior to inspectio U T 1 18�4'� to at No U � � • • O �� �^ � H � � 0 U�o � O � � Q � � ' O� - N � � � _ _ -, - � � O� _ N � � � _---------- ,----- - � � 9060 9060 7'1/2" 2'8" 5'6" 5'6" TYP 2'S-1/2" 4'6" 5'6" 5'6" 2'2-1/2" 4'6" 5'6" 5'6" 2'S-1/2" 4'6" 5'6" 5'6" 2'8-1/2" '1/2" 5'6" 5'6" 3' 11'10-1/2" O Q w � I —I w 2'2" 5'3-1/2" 6'8-1/2" 11' 5'1/2" 5'3-1/2" 1'3" 00 N 2'2" 7'6-1/2" 11' 6'11-1/2" 11' 6'11-1/2" 11' 5'2- /2" 2'4-1/2" 1'2" 11' 14'10-1/2" 9'8-1/2" 8'9" 1 8' �94� REG1S7` EO � ECT SLAWDM�� P(3ROVI+SK! STATE 41F w,lashlsr�xoN U W I----I-I I^^ � F--� I� W W I``�// F-�-I NOTES •FACTORY BUILT FIREPLGE 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. �.2D.L1 2. A MIN. CLEAR HEIGHT OF 24" �-p,����: 3. A MIN. CLEAR WIDTH OF 20" 1� 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 ^p,�, 2�2� `� C� CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT 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'-O" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPANSION TANK REQ'D ON EACH HOT WATER TANK. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE o 2X4 @ 16" O.C. ®2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. 1 HOUR WAII H/A6 PRINTED: 4.6.21 OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. SITTING ON TOP OF A 8" FOUNDATION WALL. 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 i -i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � %� � WEATHERSTRIP & INSUL. TO R-49 v_ -`� •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 SEC 403.5.3. 0 120V SMK DET W/BATT BACKUP (INTERCONNECTED) � CARBON MONOXIDE DETECTOR PER IRG 315 SCALE: 1/4" = 1'-D" UNIT 9: LIVING 655.18 5Q. FT.T UNIT 10: LIVING 655.25 5Q. FT. UNIT 11: LIVING 655.25 5Q. FT. UNIT 12: LIVING 653.78 5Q. FT. UNIT 13: LIVING 886.85 5Q. FT. 128' 23'1-1/2" 22'9" 23'3" 22'9" 36'1-1/2" 4'6" 11'11" 6'8-1/2" 4'3" 12'3-1/2" 6'2-1/2" 4'6" 12'3-1/2" 6'5-1/2" 4'3" 12'3-1/2" 6'2-1/2" 7'1/2" 3'3" 3'3" 3'3" 12'2" 7'2" 7'4" 15'5" 7'7" 15'8" 7'4" 15'5" TYP � c�1 - I ., 2620 �� 6046 ER 6046 � -------- ------- 6046 LIDER 6046 3060 3060 3060 3060 _ 6046 LIDER F� z (� � U' r T, w W A n 1--� v !� �� Z r1 1 o-.�•i � p ,� • � '-' � � �° N o � � o o � a� `° o ° SLI cV p � - • - � N � ; ' � DW � � � O O 50 CFM � POWDER ', • o DW � O � � �� � i �'INw�C CRffDIT 5a (.5 credits) a � TRITOIJ$�WE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM � (TYI'. FOR ALL UNITS) 9-1/ 310 KITCHEN � 6'11-1/2" 5' � ' i � i �, ' i • o � DW ' O� � -- -, � � i i � DUCTLESS INDO R i i � i HIGH EFFIENCY HVAC EQUIP. UNIT LOCATION � DUCTLESS SPLIT SYSTEM FOR _ ICI - � I � I � LIVING AREAS o_ KITCHEN � � i O � ELECTRIC � _ _ �� � � FIREPLACE ,' � , UNIT 13 GREAT ROOM � � � � 0 N � � � -- � TRITON BOWE BY KOHLER (FAUCET) N 110 TYP.�OR�LL NIT51.0 PM N WSEC CREDIT 5a (.5 credits) � 0 N GROHE 2611700 FAIRBORN � SHOWER HEAD 1.75 GPM � TYP. FOPR ALL UNITS � � 5' 1/2" 4' 11'4" 4'6" 0" � � N N _ P 26 N �N 2, � � � 6 2 � E 50 0 � BATH ' I' i � � � _� BEDROOM #2 � 50 �� � p i �9 � '� � � - - --- SLIDER SLIDER 8'1/2" _ O - CV 50 CFM � POWDER � o � i DW i • o � � � � � i W$�C CRffDIT 5a (.5 credits) a � TRITOIJ$�WE BY KOHLER (FAUCET) O K-S00T70-4AKL-CP 1.0 GPM � (TYP FOR ALL UNITS) '9-1/ 3'10" KITCHEN � 6'11-1/2" 5' 4 � it i � i i o - CV � 50 CFM � POWDER � a � i DW i • o � � � � � i � 1Nw�C CRffDIT 5a (.5 credits) a � TRITON�B�WE BY KOHLER (FAUCET) O K-800T70-4AKL-CP 1.0 GPM �" (TYP FOR ALL UNITS) '9-1/ 3'10" KITCHEN �r 6'11-1/2" 5' 4 HIGH EFFIENCY HVAC EQUIP � DUCTLESS SPLIT SYSTEM FOR oo LIVING AREAS � o �� UNIT 12 w � � GREAT ROOM o � � 18'4" � i i � ' � � �i O � ' i 2'1" O O � � � ��� � i ' � i -' WSEC CR�61�5a (.5 credits) TRITON BOWE BY KOHLER (FAUCET) � K-800T70-4AKL-CP 1.0 GPM (TYP FOR ALL UNITS) KITCHEN � � 4'7" T6" 4' � i � � � O � � � O � 16 TREDS �, o � - c� � � - - � � � � � ', it � ' 2'1" DOWN 4'3-1/2" 2'1" _ ---, ', o HIGH EFFIENCY HVAC EQUIP. o DUCTLESS SPLIT SYSTEM FO �z o LIVING AREAS - � w � U � UNIT 9 o � GREAT DOOM 15 7-1/2 „ (� ' • -�P TYP E . � , „ 1 110 DOWN 2'1" DOWN � HIGH EFFIENCY HVAC EQUIP. o DUCTLESS SPLIT SYSTEM F R � zo LIVING AREAS �9 � � � w o UNIT 11 �z GREAT ROOM � � 16 TREDS 18'1/2" 7.62" RISE � � _ N � � � � ELECTRI FIRED CE 2640 � � - - - - � HIGH EFFIENCY HVAC EQUIP. DUCTLESS SPLIT SYSTEM FOR o LIVING AREAS � o �� UNIT 10 w o GREAT ROOM �z o � � 18'!a-" . , DOWN ^ I --I � � • • �..� O � [~�� Q L � c ) � � � � � I ----I O , „ O � • � 2468 I'.D. WSEC CREDIT 5a (.5 credits) TRITON BOWE BY KOHLER (FAUCET) K-SOOT70-4AKL-CP 1.0 GPM (TYP FOR ALL UNITS) _ o • o 50 CF - POWDE TYP P 2640 _ ------ - -- � � � � ELECTRIC FIREPLACE � ., 16 TREDS 16 TREDS � „ 7.62 RISE ' 7.6 RISE �" O• � - \I � '� ELECTRIC FIREPLAC OO O• � _ N � � ELECTRI FIRED C DO 9060 9060 7'1/2" 2'8" 5'6" 5'6" TYP 2' -1/2" 4'6" 5'6" 5'6" 2'2-1/2" 4'6" 5'6" 5'6" 2'S-1/2" 4'6" 5'6" 5'6" 2'8-1/2" '1/2" 5'6" 5'6" 3' 11'10-1/2" O Q w � I —I w 00 2'2" 7'6-1/2" 5'2- /2" 2'4-1/2" 1'2" 11' 2'2" 6'11-1/2" 11' 5'3-1/2" 6'8-1/2" 11' 5'1/2" 6'11-1/2" 11' 5'3-1/2" 11' 1'3" 14'10-1/2" N 9'8-1/2" 8'9" 1 8' PLEASE PROVIDE LISTED A58EMEBLY PER R302.2 TO THE BUILDING INSPECTOR. TH15 SHALL BE DONE AT TOME OF PRE -CON INSPECTIONS AND FRAMING. NO WALLS SHALL BE COVERED PRIOR TO INSPECTION U w w N w NOTES •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 SO.FT. �.ZD.�L1 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" REVISIONS: 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 4.6.21 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED 5.25.22 FRESH AIR SUPPLY @FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR 7.30.22 UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC) •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL 8.16.22 HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE 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 o 2X4 @ 16" O.C. ®2X6 @ 16" O.G. 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 -i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � %� � WEATHERSTRIP & INSUL. TO R-49 v_ -`� RES U B Aug 17 2022 oevE�oPMENT ERVICES DEPARTMENT PRINTED: 8.1G.22 •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 SEC 403.5.3. 0 120V SMK DET W/BATT BACKUP (INTERCONNECTED) � CARBON MONOXIDE DETECTOR PER IRG 315 SCALE: 1/4" = 1'-D" UNIT 9: LIVING 655.18 5Q. FT.T UNIT 10: LIVING 655.25 SQ. FT. UNIT 11: LIVING 655.25 SQ. FT. UNIT 12: LIVING 653.78 SQ. FT. BLD2021-0111 REV2 UNIT 13: LIVING 886.85 SQ. FT. 128' 23'1-1/2" 22'9" 23'3" 22'9" 36'1-1/2" 4'6" 11'11" 6'8-1/2" 4'3" 12'3-1/2" 6'2-1/2" 4'6" 12'3-1/2" 6'5-1/2" 4'3" 12'3-1/2" 6'2-1/2" 7'1/2" 3'3" 3'3" 3'3" 12'2" 7'2" 7'4" 15'5" 7'7" 15'8" 7'4" 15'5" TYP � c�1 - I ., 2620 �� 6046 ER 6046 � -------- ------- 6046 LIDER 6046 3060 3060 3060 3060 _ 6046 LIDER F� z (� � U' r T, w W A n 1--� v !� �� Z r1 1 o-.�•i � p ,� • � '-' � � �° N o � � o o � a� `° o ° SLI cV p � - • - � N � ; ' � DW � � � O O 50 CFM � POWDER ', • o DW � O � � �� � i �'INw�C CRffDIT 5a (.5 credits) a � TRITOIJ$�WE BY KOHLER (FAUCET) K-800T70-4AKL-CP 1.0 GPM � (TYI'. FOR ALL UNITS) 9-1/ 310 KITCHEN � 6'11-1/2" 5' � ' i � i �, ' i • o � DW ' O� � -- -, � � i i � DUCTLESS INDO R i i � i HIGH EFFIENCY HVAC EQUIP. UNIT LOCATION � DUCTLESS SPLIT SYSTEM FOR _ ICI - � I � I � LIVING AREAS o_ KITCHEN � � i O � ELECTRIC � _ _ �� � � FIREPLACE ,' � , UNIT 13 GREAT ROOM � � � � 0 N � � � -- � TRITON BOWE BY KOHLER (FAUCET) N 110 TYP.�OR�LL NIT51.0 PM N WSEC CREDIT 5a (.5 credits) � 0 N GROHE 2611700 FAIRBORN � SHOWER HEAD 1.75 GPM � TYP. FOPR ALL UNITS � � 5' 1/2" 4' 11'4" 4'6" 0" � � N N _ P 26 N �N 2, � � � 6 2 � E 50 0 � BATH ' I' i � � � _� BEDROOM #2 � 50 �� � p i �9 � '� � � - - --- SLIDER SLIDER 8'1/2" _ O - CV 50 CFM � POWDER � o � i DW i • o � � � � � i W$�C CRffDIT 5a (.5 credits) a � TRITOIJ$�WE BY KOHLER (FAUCET) O K-S00T70-4AKL-CP 1.0 GPM � (TYP FOR ALL UNITS) '9-1/ 3'10" KITCHEN � 6'11-1/2" 5' 4 � it i � i i o - CV � 50 CFM � POWDER � a � i DW i • o � � � � � i � 1Nw�C CRffDIT 5a (.5 credits) a � TRITON�B�WE BY KOHLER (FAUCET) O K-800T70-4AKL-CP 1.0 GPM �" (TYP FOR ALL UNITS) '9-1/ 3'10" KITCHEN �r 6'11-1/2" 5' 4 HIGH EFFIENCY HVAC EQUIP � DUCTLESS SPLIT SYSTEM FOR oo LIVING AREAS � o �� UNIT 12 w � � GREAT ROOM o � � 18'4" � i i � ' � � �i O � ' i 2'1" O O � � � ��� � i ' � i -' WSEC CR�61�5a (.5 credits) TRITON BOWE BY KOHLER (FAUCET) � K-800T70-4AKL-CP 1.0 GPM (TYP FOR ALL UNITS) KITCHEN � � 4'7" T6" 4' � i � � � O � � � O � 16 TREDS �, o � - c� � � - - � � � � � ', it � ' 2'1" DOWN 4'3-1/2" 2'1" _ ---, ', o HIGH EFFIENCY HVAC EQUIP. o DUCTLESS SPLIT SYSTEM FO �z o LIVING AREAS - � w � U � UNIT 9 o � GREAT DOOM 15 7-1/2 „ (� ' • -�P TYP E . � , „ 1 110 DOWN 2'1" DOWN � HIGH EFFIENCY HVAC EQUIP. o DUCTLESS SPLIT SYSTEM F R � zo LIVING AREAS �9 � � � w o UNIT 11 �z GREAT ROOM � � 16 TREDS 18'1/2" 7.62" RISE � � _ N � � � � ELECTRI FIRED CE 2640 � � - - - - � HIGH EFFIENCY HVAC EQUIP. DUCTLESS SPLIT SYSTEM FOR o LIVING AREAS � o �� UNIT 10 w o GREAT ROOM �z o � � 18'!a-" . , DOWN ^ I --I � � • � �..� O � [~�� Q L � c ) � � � � � I ----I O , „ O � • � 2468 I'.D. WSEC CREDIT 5a (.5 credits) TRITON BOWE BY KOHLER (FAUCET) K-SOOT70-4AKL-CP 1.0 GPM (TYP FOR ALL UNITS) _ o • o 50 CF - POWDE TYP P 2640 _ ------ - -- � � � � ELECTRIC FIREPLACE � ., 16 TREDS 16 TREDS � „ 7.62 RISE ' 7.6 RISE �" O• � - \I � '� ELECTRIC FIREPLAC OO O• � _ N � � ELECTRI FIRED C DO 9060 9060 7'1/2" 2'8" 5'6" 5'6" TYP 2' -1/2" 4'6" 5'6" 5'6" 2'2-1/2" 4'6" 5'6" 5'6" 2'S-1/2" 4'6" 5'6" 5'6" 2'8-1/2" '1/2" 5'6" 5'6" 3' 11'10-1/2" O Q w � I -I w 00 2'2" 7'6-1/2" 5'2- /2" 2'4-1/2" 1'2" 11' 2'2" 6'11-1/2" 11' 5'3-1/2" 6'8-1/2" 11' 5'1/2" 6'11-1/2" 11' 5'3-1/2" 11' 1'3" 14'10-1/2" N 9'8-1/2" 8'9" 1 8' PLEASE PROVIDE LISTED A58EMEBLY PER R302.2 TO THE BUILDING INSPECTOR. TH15 SHALL BE DONE AT TOME OF PRE -CON INSPECTIONS AND FRAMING. NO WALLS SHALL BE COVERED PRIOR TO INSPECTION �94� REG1S7` EO � ECT SLAWDM�� PC3ROVMSICI STATE 41F w,�ashlsr�xoN U W I----I-I I^^ � F--� I� W W I``�// F•�-I NOTES •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1.ZD.Z1 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SO.FT. 2. A MIN. CLEAR HEIGHT OF 24" REVISIONS: 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE 4.6.21 THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED57.25.22 FRESH AIR SUPPLY @FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR / .30.22 UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC) 8.16.22 •MIN. HEADR M CLEARANCE F - IS RE DIN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE 10.19.22 ADDITIONAL PLUMBING REQUIREMENTS: � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. 11.22.22 •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE 12. / .22 •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REO'D BY CITY CODE o 2X4 @ 16" O.C. PRINTED: •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. ®2X6 @ 16" O.G. 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. RE 3 - R C ITS ANS ST P 12.7.22 DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT i -i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � %� � WEATHERSTRIP & INSUL. TO R-49 v_ -`� •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 SEC 403.5.3. 0 120V SMK DET W/BATT BACKUP (INTERCONNECTED) � CARBON MONOXIDE DETECTOR PER IRG 315 SCALE: 1/4" = 1'-D" UNIT 9: LIVING 655.18 5Q. FT.T UNIT 10: LIVING 655.25 SQ. FT. UNIT 11: LIVING 655.25 SQ. FT. UNIT 12: LIVING 653.78 SQ. FT. Dec 07 2022 CITY OFEDMONDS DEVELOPMENTSERv�cEs DEPARTMENT UNIT 13: LIVING 886.85 SQ. FT. 128' 1'6" 23'1-1/2" 22'9" 23'3" 22'9" 36'1-1/2" 4'6" 11'11" 6'8-1/2" 4'3" 12'3-1/2" 6'2-1/2" 4'6" 12'3-1/2" 6'5-1/2" 4'3" 12'3-1/2" 6'2-1/2" 8'6-1/2" 18' 4'3" 5'4" 9'1 -1/2" 13 3" 10'3" 12' 10'6" 12 9" 10'3" 12' 13'8-1/2" 2'4-1/2" 5'3-1/2" 14'9" I-- ---------------------- B ----------------------------- -- ------------------------ ----------------------------- -- ---------------------------------- ----------------- -------------------------------- -, z � N � - - � I • � 44" 0 � n 3-1/2 6040 LIDER MAX SILL HEIGHT L � � TYI' BEDROOM #2 , u i n 43 43 �--_-_-,_,-_-_----------- - � -------------- 6040 ----------- � SLIDER 60405LIDER �- -__�- ----------------------------------------' 6040 SLIDER 60405LIDER 4020 4020 II C7 �•/ � H � �, W A C7 � Z � � � Q !""� � o m N o 3 0 ° � �, X c� � • 50 C a o � O 4 BATH 0 - � � � 50 C = � BATH - � o 44' 4 � _ �p O MAX SILL HEIGHT BEDROOM #2 12� 44" MA BEDR 0 710-1/2 SILL HEIGHT i � � � �� � � I m I OM #4 _ � i 0 � � � m 3 36-1/2 111-1/ - BONUS `� 311-1/2 104 -- � 0 0 - � � �� � o • 50 G _ � BATH - � � 44' � ® p MAX SILL HEIGHT BEDROOM #2 12' o • 50 C _ � BATH �0 � 0 44' 2 0 0 MAX SILL HEIGHT BEDI200M #2 12' � i i ' i � _ , � i � � BATH � _ 50 CFM 1/2 6 C9 C� P ------1ooCFM �tHOLE�. HOUS� BAN .'�O' _ N � � - d- � C'7 = N � ' � cN O � cp N = • 0 O 3'8" '8-1/2" '7-1/2" 5'3-1/2" _ _ _ - _ � � � � _ CV � - CV O \ � N 0 3� O 3'8" '8-1/2" '7-1/2" 5'3-1/2" _ - � � � � - N � __ � N O � N - - 0 3° ® 3'8" '8-1/2" '7-1/2" 5'3-1/2" -------- ---- ---� I 68 B i n 2 , n � N `� � O �9 �g � � � � � � � UNIT 13 � • � �--- I I - I cV I � I X I L(� _, _ N 0� c0 3° N � N � r = 6068 BY PA55 _ � - � II � � ------- _ 0� N � � -I`-- 1�O.CFM WHOLE ; �10USE FAN Y.T.O. � , � z � O DOWN 10 FM W 0 E H SE FA , , 2268 P.D. WIC I WIC I I I I G i _ � I WIO _ I i , DOWN 10 FM W 0 E H SE FArj1�j���D 2268 P.D. WIO � ,I I WIC I DOWN 10 FM W 0 H SE FA .. 2268 PD. WIC � _ I WIO I � �� 4' �, - 2268 PD. /2" - /2' � �� - II 2268 PD. 2668 PD. � �--------------- I - I N 3 �, 4' - � �� = 1210 - N N o (2) 5068 BY I'AS5 3 TYP UNIT 9 (� BEDROOM #1 � . VAULTED AREA --------------------- 44" MAX SILL HEIGHT 904E /9016TR NSOM I ------------------ I I�------------ � --I 5'6" 5'6" 11' 2'2" 4 - /2 - /2 4 - /2 - /2 3 19 - oN 2 11-1/ � 46 611/ 41/2 I I -��. U Q � � � O � �� ^ H E""i O r ) � v O w � � 00 N N � �I `� � Cl� O I —I w � o _ � � N o UNIT11 � BATH = \1 BEDROOM #1 __ I - __ __ _ __ __- _ � -- --- -- -- � � Ir- � ,� - I 4' � 131/2 � II � d- 5 CF I WIC � N - N 'X ► ------- C'7 --VAULT-E-0�,R��----- - 6 .G 44" MAX SILL HEIGHT I 904E /9016 TR NSOM _ ---_ -- i -- _ _ -- i ------------------------ ----- ,� i - - � , ' '-- � � � , -------------- ---- ------ -J 5'6" 5' 2'4" 2'8-1/2" 4'2-1/2" 2'6" 6'8-1/2' 1' 5'1/2" = = N �- = _ O N � �- � � r- UNIT10 BEDROOM 1 13'1/2" N � � - -VAULT-E-0�R-E�- - - - - - 44" MAX SILL HEIGHT - o � � � o N o � BATH • 50 CF = _ O N � °� � � o � � � o N o � UNIT12 BATH BEDROOM #1 - 13'1/2" N • � 5 CF � ► --VA-ULT-E-0-A-R-E�,- - - - - - - 620 S. 44" MAX SILL HEIGHT 904E /9016TR NSOM �---------_--- ----. ,---- -------------- �` � - 5'6" 5'6" 2'4" 2'11-1/2" � • o � 0 � 3 BATH = N BEDROOM #3 M 50 CF � '-�" R VAULTED AREA 620 S. ------------------------ 44" MAX SILL HEIGHT �-------------- 904E /9016 TR NSOM � _ _ -- i i --------------------- ------ i --' � � ' , , � , -------------------------- -- 2'8-1 6'1/2" 5'6" 5'6" 8'9" 11' 1'3" I 2640 -------- ' � i i � � ' � 2640 2640 ---------- ------------ I --I � = o = r- I I p � I-- _ N • 6 O 50 CFM BATH ���X � � U R - 620 S. �� �'��., ,�'! -=- �--�-----------, I ------------------• I II 2'2" 7'6-1/2" _ � � � ------------------------- I------- � 4' _ -- ------------------- ------- ------'------------------- � 4' i o � WIC � i N= i � ------- N � � II � � WIC � i N= I I __ ----- N � � � � X i i --� 4'8" 2'9" '9" 4'8-1/2" 4'S-1/2" --- �-------------- � � � ------------------------------� 2'6" 620 S. =_�____- ,` � , 2'4" 2'11-1/2" --------- 'S-1/2" ---, -------------- --------------------------- 2'6" 904E /9016TR NSOM J ----------- -- ----. ;---- 5'6" 5'6" 9'8-1/2" 11' 5'3-1/2" 11' 5'3-1/2" 14'10-1/2" 6'11-1/2" 6'11-1/2" 1 8' OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. TRITON BOWE BY KOHLER (FAUCET) OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION K-SOOT70-4AKL-GP 1.0 GPM USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E TYR FOR ALL UNITS ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT WSEC CREDIT 5a (.5 credits) GROHE 2611700 FAIRBORN OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION U51NG EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E n � Q T� Q � n�� � � n�^ n� � T���n � n � �T� SHOWER HEAD 1.75 GPM TYP. FOPR ALL UNITS i�94� REG1S7` EO � ECT SLAWDMII� PC3ROVMSICI STATE 4F w,lash��v�xoN U W I----I-I I^^ � F--� I� W W I``�// F��-I NOTES •FACTORY BUILT FIREPLGE 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. �.2D.L1 2. A MIN. CLEAR HEIGHT OF 24" �-p,����: 3. A MIN. CLEAR WIDTH OF 20" 1� 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 ^p,�, 2�2� `� C� CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT 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: � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPANSION TANK REQ'D ON EACH HOT WATER TANK. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE o 2X4 @ 16" O.C. ®2X6 @ 16" O.G. STUD WALL W/ R-21 INSUL. 1 HOUR WAII H/A6 PRINTED: 4.6.21 OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. SITTING ON TOP OF A 8" FOUNDATION WALL. 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 i -i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE � %� � WEATHERSTRIP & INSUL. TO R-49 v_ -`� 0 120V SMK DET W/BATT BACKUP (INTERCONNECTED) SCALE: 1/4" = 1'-0" UNIT 9: 587.68 5Q. FT 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. CARBON MONOXIDE DETECTOR � PER IRG 315 UNIT 10: 591.09 SQ. FT UNIT 11: 591.09 SQ. FT. UNIT 12: 653.78 �✓'Q. FT. UNIT 13: 810. 34 SQ. FT. 128' 1'6" 23'1-1/2" 22'9" 23'3" 22'9" 36'1-1/2" 4'6" 11'11" 6'8-1/2" 4'3" 12'3-1/2" 6'2-1/2" 4'6" 12'3-1/2" 6'5-1/2" 4'3" 12'3-1/2" 6'2-1/2" 8'6-1/2" 18' 4'3" 5'4" 9'1 -1/2" 13 3" 10'3" 12' 10'6" 12 9" 10'3" 12' 13'8-1/2" 2'4-1/2" 5'3-1/2" 14'9" I-- ---------------------- B----------------------------- I -- ------------------------ ----------------------------- --I ---------------------------------- � ----------------- -------------------------------- -, z • � 6040 LIDER �--_-_-,_,-_-_----------- - � -------------- 6040 ----------- � SLIDER 60405LIDER I- __�- ----------------------------------------I 6040 SLIDER 60405LIDER 4020 4020 II C7 � � H� � �, W A C7 r--I Z � �...� � Q U � !""� r-� r'� � o m N o 3 0 ° � �, X �° c� - - � � N � I � • 50 C ° ° � O 4 BATH 0 - � 44" MAX SILL HEIGHT L � � TYI' BEDROOM #2 0 � n i u i n 3-1/2 43 43 � � 50 C = � BATH - � ° 44' 4 � _ �p O MAX SILL HEIGHT BEDROOM #2 12� 44" MA BEDR 0 710-1/2 SILL HEIGHT I I � I �� I � I m I OM #4 _ � I o � � � O m 3 - 3 6-1/2 111-1/ - BONUS `� 51/2 9 3 -- � p o �- - � I �I � o • 50 G _ � BATH - � ° 44' � ® p MAX SILL HEIGHT BEDROOM #2 12' o • 50 C _ � BATH �0 � ° 44' 2 0 0 MAX SILL HEIGHT BEDI200M #2 12' � I i I i I - I I i I I I I BATH � _ 50 CFM ° � 1/2 6 C� P ------1ooCFM �tHOLE�. HOUS� BAN .'�O' _ N � � - d- � � C'7 = N � ' � cV O � �0 N $° _ • 0 � O 3'8" '8-1/2" '7-1/2" 5'3-1/2" _ _ _ _ _ - _ � i � � O � � _ CV � - _ N � � �0 N 0 3� ® 3'8" '8-1/2" '7-1/2" 5'3-1/2" - _ � � � � � � - N � __ � _ O N � � o N O- 0 3° ® 3'8" '8-1/2" '7-1/2" 5'3-1/2" -------- ---- ---� I ------------ �-- ----- - 68 B i n 2 , n O <9 � � O � � UNIT � � - 13 _ � � • � � �--- I II _ I CV I � I I I X I I I _, N � �9 c0 6068 BY PA55 �I 3� N = N � O N • � Lp � � � r _ C9 - � II � � ------- _ I� 0� N =___ -�f--� 1�QCFM WHOLE �, �10USE FAN Y.T.O. ; _ z � O o DOWN 10 FM W 0 E H SE FA , , 2268 P.D. WIC _ I I WIC I I I I G I = I I I I WIO _ I I I o 3 10 FM W 0 E H SE FArj1�j���D ... 2268 P.D. WIO � ,I I WIO I 10 FM W 0 H SE FA ... 2268 PD. W1C � I I WIO I DOWN 3 �, ,� 4' �, _ 2268 PD. /2" - /2' � �� _ II 2268 PD. 2668 PD. I �--------------- I - I N 4' � _ � �� = 1210 - _ o II I I � I-- N o (2) 5068 BY I'AS5 c� 3 d- N - TYP _ UNIT 9 (� N � 6 BEDROOM #1 � . 0 50 CFM BATH DUCTLESS INDOOR UNIT LOCATION ���U � R � VAULTED AREA ---------------------- 620 S. �� 44" MAX SILL HEIGHT �'��., ,�'! -=- �--�-----------, 904E /9016TR NSOM I ------------------• I ------------------ I I I�------------ II II — —I 2'2" 7'6-1/2" 5'6" 5'6" 4 - /2 - /2 4 - /2 - /2 3 19 - oN 2 11-1/ � 46 611/ 41/2 I I -��. U Q � � �..� � O �� �^ H E""i O r ) � v O w � 00 N � N � OQ � � Cl� O w � o = o � O � DUCTLESS INDO N ° UNIT LOCATION � BATH _ N U N 1 T 11 -- I - _- _- _ _- _-- _ � BEDROOM #1 I -- � � -- --- -- II 4' � � 13'1/2" � II � d- 5 CF � WIC � N - - - - - - - - N �X ► � --VAULT-E-0�,R��----- - 6 .G 44" MAX SILL HEIGHT I 904E /9016 TR NSOM _ ---_ -- i -- _ _ -- I ------------------------ ----- I� I - - � I ' '-- I I I I — — — — — — — — — — — — — — — — — — — — — — — — — J 5'6" 5' 2'4" 2'8-1/2" 4'2-1/2" 2'6" 6'8-1/2' 1' 5'1/2" = = = - 3° O N � � r- DUCTLESS I OOR UNIT LOCATIO UNIT 1 BEDROOM #1 13'1/2" N r- o � � � N � BATH • 50 CF = - O O N � a� � � o � � � DUCTLESS INDOOR N � UNIT LOCATION BATH UNIT 12 BEDROOM #1 - 13'1/2" N • � 5 CF � �. � ► --VA-ULT-E-0-A-R-E�,- - - - - - - 620 S. 44" MAX SILL HEIGHT 904E /9016TR NSOM �---------_--- J -------------- I` ----. r---- I I — — — — — — — — — — — — — — — — — — — — — — — 5'6" 5'6" 2'4" 2'11-1/2" � • ° � � � 3 DUCTLESS INDOOR UNIT LOCATION BATH = � N BEDROOM#3 M 50 CF � '-�" R VAULTED AREA 620 S. ------------------------ 44" MAX SILL HEIGHT �-------------- 904E /9016 TR NSOM � _ _ -- I I --------------------- ------ I --I I � I , I I -------------------------- -- 2'8-1 6'1/2" 5'6" 5'6" 8'9" 11' 1'3" I 2640 I-------- I I i I � I I I I 2640 2640 ---------- ------------ I -- I � r- � = � ------------------------- I------- I 4' I -------__-_____ --- ---- ------'--------- i 4'---- I i � � I WIC � � I N- � N ------- � - -VAULT-E-0�R-E�- - - - - - - 44" MAX SILL HEIGHT --- 904E /9016TR NSOM ------------------------ -- I ----. r---- I J I I— — — — — — — — — — — — — — — — — — — — — — — — — — — 5'6" 5'6" 4'S-1/2" 2'6" 6'11-1/2" 11' II o I WIC � I N- II -----__ N � �X � I I --� 4'8" 2'9" '9" 4'8-1/2" 620 S. =_�____- ,` I I — — — � 2'4" 2'11-1/2" --------- 'S-1/2" ---, I -------------- I I — — — — — 2'6" 9'8-1/2" 11' 2'2" 5'3-1/2" 11' 5'3-1/2" 14'10-1/2" 6'11-1/2" 1 8' OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. TRITON BOWE BY KOHLER (FAUCET) OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION K-SOOT70-4AKL-GP 1.0 GPM USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E TYR FOR ALL UNITS ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT WSEC CREDIT 5a (.5 credits) GROHE 2611700 FAIRBORN OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION U51NG EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. SHOWER HEAD 1.75 GPM TYP. FOPR ALL UNITS U w w N w NOTES •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. �.ZD.�L1 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" REVISIONS: 4. FINISHED THE SILL HEIGHT OF NOT MORE THAN 44" ABOVE FINISH FLOOR. 4.6.21 5. ALL FRESH WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED AIR SUPPLY @FURNACE 5.25.22 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC) 7.30.22 •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL 8.16.22 HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE ADDITIONAL PLUMBING REQUIREMENTS: � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE 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 SEC 403.5.3. o 2X4 @ 16" O.C. ®2X6 @ 16" O.G. 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 -i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE I %� I WEATHERSTRIP & INSUL. TO R-49 v_ —.I 0 120V SMK DET W/BATT BACKUP (INTERCONNECTED) CARBON MONOXIDE DETECTOR � PER IRG 315 RES U B Aug 17 2022 oevE�oPMENT ERVICES DEPARTMENT SCALE: 1/4" = 1'-0" UNIT 9: 587.68 5Q. FT BLD2021-0111 UNIT 10: 591.09 SQ. FT UNIT 11: 591.09 SQ. FT. REV2 UNIT 12: 653.78 �✓'Q. FT. UNIT 13: 810. 34 SQ. FT. PRINTED: 8.1G.22 128' 1'6" 23'1-1/2" 22'9" 23'3" 22'9" 36'1-1/2" 4'6" 11'11" 6'8-1/2" 4'3" 12'3-1/2" 6'2-1/2" 4'6" 12'3-1/2" 6'5-1/2" 4'3" 12'3-1/2" 6'2-1/2" 8'6-1/2" 18' 4'3" 5'4" 9'1 -1/2" 13 3" 10'3" 12' 10'6" 12 9" 10'3" 12' 13'8-1/2" 2'4-1/2" 5'3-1/2" 14'9" I-- ---------------------- B----------------------------- I -- ------------------------ ----------------------------- --I ---------------------------------- � ----------------- -------------------------------- -, z • � 6040 LIDER �--_-_-,_,-_-_----------- - � -------------- 6040 ----------- � SLIDER 60405LIDER I- __�- ----------------------------------------I 6040 SLIDER 60405LIDER 4020 4020 II C7 � � H� � �, W A C7 r--I Z � I...I � Q U � !""I r-� r'� � o m N o 3 0 ° � �, X �° c� - - � � N � I � • 50 C ° ° � O 4 BATH 0 - � 44" MAX SILL HEIGHT L � � TYI' BEDROOM #2 0 � n i u i n 3-1/2 43 43 � � 50 C = � BATH - � ° 44' 4 � _ �p O MAX SILL HEIGHT BEDROOM #2 12� 44" MA BEDR 0 710-1/2 SILL HEIGHT I I � I �� I � I m I OM #4 _ � I o � � � O m 3 - 3 6-1/2 111-1/ - BONUS `� 51/2 9 3 -- � p o �- - � I �I � o • 50 G _ � BATH - � ° 44' � ® p MAX SILL HEIGHT BEDROOM #2 12' o • 50 C _ � BATH �0 � ° 44' 2 0 0 MAX SILL HEIGHT BEDI200M #2 12' � I i I i I - I I i I I I I BATH � _ 50 CFM ° � 1/2 6 C� P ------1ooCFM �tHOLE�. HOUS� BAN .'�O' _ N � � - d- � � C'7 = N � ' � cV O � �0 N $° _ • 0 � O 3'8" '8-1/2" '7-1/2" 5'3-1/2" _ _ _ _ _ - _ � i � � O � � _ CV � - _ N � � �0 N 0 3� ® 3'8" '8-1/2" '7-1/2" 5'3-1/2" - _ � � � � � � - N � __ � _ O N � � o N O- 0 3° ® 3'8" '8-1/2" '7-1/2" 5'3-1/2" -------- ---- ---� I ------------ �-- ----- - 68 B i n 2 , n O <9 � � O � � UNIT � � - _ 13 � � • � � �--- I II _ I CV I � I I I X I Ln I I _, N � 0� �9 c0 6068 BY PA55 �I 3� N = N � O N • � Lp � � � r _ C9 - � II � � ------- _ I� 0� N =___ -�f--� 1�QCFM WHOLE �, �10USE FAN Y.T.O. ; _ �; � i z � O o DOWN 10 FM W 0 E H SE FA , , 2268 P.D. WIC _ I I WIC I I I I I G I = I I I I WIO _ I I I I o 3 10 FM W 0 E H SE FArj1�j���D ... 2268 P.D. WIO � ,I I WIO I 10 FM W 0 H SE FA ... 2268 PD. W1C � I I WIO I DOWN 3 �, ,� 4' �, _ 2268 PD. /2" - /2' � �� _ II 2268 PD. 2668 PD. I �--------------- I - I N 4' � _ � �� = 1210 - N o (2) 5068 BY I'AS5 c� 3 d- N - TYP _ UNIT 9 (� _ N o II 6 BEDROOM #1 � . I � 0 I 50 CFM BATH � DUCTLESS INDOOR UNIT LOCATION ���U � R � VAULTED AREA ---------------------- 620 S. �� 44" MAX SILL HEIGHT �'��., ,�'! I-- -=- �--�-----------, 904E /9016TR NSOM I ------------------• I ------------------ I I I�------------ II II - -I 2'2" 7'6-1/2" 5'6" 5'6" 4 - /2 - /2 4 - /2 - /2 3 19 - oN 2 11-1/ � 46 611/ 41/2 I I -��. U Q � � �..� � O �� �^ H E"'i O r ) � v O w � 00 � N � OQ � � Cl� O w � o = o � O � DUCTLESS INDO N ° UNIT LOCATION � BATH _ N U N 1 T 11 -- I - _- _- _ _- _-- _ � BEDROOM #1 I -- � � -- --- -- II 4' � � 13'1/2" � II � d- 5 CF � WIC � N - - - - - - - - N �X ► � --VAULT-E-0�,R��----- - 6 .G 44" MAX SILL HEIGHT I 904E /9016 TR NSOM _ ---_ -- i -- _ _ -- I ------------------------ ----- I� I - - � I ' '-- I I I I - - - - - - - - - - - - - - - - - - - - - - - - - J 5'6" 5' 2'4" 2'8-1/2" 4'2-1/2" 2'6" = = = - 3° O N � � r- DUCTLESS I OOR UNIT LOCATIO UNIT 1 BEDROOM #1 13'1/2" N r- o � � � N � BATH • 50 CF = - O O N � a� � � o � � � DUCTLESS INDOOR N � UNIT LOCATION BATH UNIT 12 BEDROOM #1 - 13'1/2" N • � 5 CF � �. � ► --VA-ULT-E-0-A-R-E�,- - - - - - - 620 S. 44" MAX SILL HEIGHT 904E /9016TR NSOM �---------_--- J -------------- I` ----. r---- I I - - - - - - - - - - - - - - - - - - - - - - - 5'6" 5'6" 2'4" 2'11-1/2" � • ° � � � 3 DUCTLESS INDOOR UNIT LOCATION BATH = � N BEDROOM#3 M 50 CF � '-�" R VAULTED AREA 620 S. ------------------------ 44" MAX SILL HEIGHT �-------------- 904E /9016 TR NSOM � _ _ -- I I --------------------- ------ I --I I � I , I I -------------------------- -- 2'8-1 6'1/2" 5'6" 5'6" I 2640 I-------- I I i I � I I I I 2640 2640 ---------- ------------ I -- I � r- � = � ------------------------- I------- I 4' I -------__-_____ --- ---- ------'--------- i 4'---- I i � � I WIC � � I N- � N ------- � - -VAULT-E-0�R-E�- - - - - - - 44" MAX SILL HEIGHT --- 904E /9016TR NSOM ------------------------ -- I ----. r---- I J I I- - - - - - - - - - - - - - - - - - - - - - - - - - - 5'6" 5'6" 4'S-1/2" 2'6" II o I WIC � I N- II -----__ N � �X � I I --� 4'8" 2'9" '9" 4'8-1/2" 620 S. =_�____- ,` I I - - - � 2'4" 2'11-1/2" --------- 'S-1/2" ---, I -------------- I I - - - - - 2'6" 9'8-1/2" 11' 2'2" 6'11-1/2" 11' 5'3-1/2" 6'8-1/2' 1' 5'1/2" 11' 5'3-1/2" 8'9" 11' 1'3" 14'10-1/2" N 6'11-1/2" 1 8' OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. 2a AIR LEAKAGE CONTROL AND EFFIGEIENTVENTILATION: COMPLIANCE BASED ON R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AND WHOLE VENTILATION REQUIREMENTS AS DETERMIDED BY SECTION M1507.3 OF THE IRC SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAX 0.35 WATTS/CFM OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. 2a AIR LEAKAGE CONTROL AND EFFICEIENT VENTILATION: COMPLIANCE BASED ON R402.4.12: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AND WHOLE VENTILATION REQUIREMENTS AS DETERMIDED BY SECTION M1507.3 OF THE IRC SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAX 0.35 WATTS/CFM TRITON BOWE BY KOHLER (FAUCET) OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION K-SOOT70-4AKL-GP 1.0 GPM USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E TYR FOR ALL UNITS ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT WSEC CREDIT 5a (.5 credits) GROHE 2611700 FAIRBORN 2a AIR LEAKAGE CONTROL AND EFFICEIENT VENTILATION: SHOWER HEAD 1.75 GPM COMPLIANCE BASED ON R402.4.12: REDUCE THE TESTED TYP. FOPR ALL UNITS AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AND WHOLE VENTILATION REQUIREMENTS AS DETERMIDED BY SECTION M1507.3 OF THE IRC SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAX 0.35 WATTS/CFM OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT 2a AIR LEAKAGE CONTROL AND EFFICEIENT VENTILATION: COMPLIANCE BASED ON R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AND WHOLE VENTILATION REQUIREMENTS AS DETERMIDED BY SECTION M1507.3 OF THE IRC SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAX 0.35 WATTS/CFM OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION U51NG EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT. 2a AIR LEAKAGE CONTROL AND EFFICEIENT VENTILATION: COMPLIANCE BASED ON R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AND WHOLE VENTILATION REQUIREMENTS AS DETERMIDED BY SECTION M1507.3 OF THE IRC SHALL BE MET WITH A HIGH EFFICIENCY FAN MAX 0.35 WATTS/CFM ( U w �� REGtST �O A ECT � C�Zr�- y�--� SLAWDMlIR PC3ADW5KI STA7� Q� WASHINLi3"QN w r , [�� W I� h� �-I NOTES •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1.ZD.Z1 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. 2. A MIN. CLEAR HEIGHT OF 24" REVISIONS: 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE 4.6.21 THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED57.25.22 FRESH AIR SUPPLY @FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR / .30.22 UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC) 8.16.22 •MIN. HEADR M CLEARANCE F - IS RE DIN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE 10.19.22 ADDITIONAL PLUMBING REQUIREMENTS: � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. 11.22.22 •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. ®(2)2X4 @ 16" O.C.,1" AIR SPACE 12. / .22 •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE o 2X4 @ 16" O.C. PRINTED: •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 SEC 403.5.3. ®2X6 @ 16" O.G. 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 -i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE I %� I WEATHERSTRIP & INSUL. TO R-49 v_ -.I O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) � CARBON MONOXIDE DETECTOR PER IRC 315 E 3 - TS "� ANS T P SCALE: 1/4" = 1'-0" UNIT 9: 587.68 5Q. FT Dec 07 2022 UNIT 10: 591.09 SQ. FT /1 CITY OFEDMONDS UNIT 11: 591.09 SQ. FT. DEVELOPMENT SERVICES UNIT 12: 653.78 �✓'Q. FT. DEPARTMENT UNIT 13: 810. 34 SQ. FT. 12.7.22 w 0 DL W W � � � U � � � � � � W � � � W � � W W W_ � W F- � U p � � � �_ U QL � � � � � U CRIICKET RIDGE CRICKET 1ZOOF VENTILATION UNIT 9 ATTIC VENTILATION REQ'D 1 S.F./300 S.F. AREA = 655.18/300 X 144 = 314.48 S.I. REQ'D EAVES 35 L.F X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE)=164.50 S.I. = 52% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 S.I. = 64% UNIT10 ATTIC VENTILATION REQ'D 1 S.F./300 S.F. AREA = 655.25/300 X 144 = 314.52 5.1. REQ'D EAVES 35 L.F X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE)=164.50 S.I. = 52% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 S.I. = 64% UNIT11 ATTIC VENTILATION REQ'D 1 S.F./300 S.F. AREA = 655.25/300 X 144 = 314.52 5.1. REQ'D EAVES 35 L.F X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE)=164.50 5.1. = 52% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 S.I. = 64% UNIT12 TTIC VENTILATION REQ'D 1 S.F./300 S.F. AREA = 653.78/300 X 144 = 315.95 5.1. REQ'D EAVES 35 L.F X 4.7 SQ IN/LF(BIRD BLOCK W/ (3) 2" HOLE)=164.50 5.1. = 52% ROOF JACK 51 S.I. /EACH PROVIDE 4 JACKS = 204.00 S.I. = 64% UNIT13 ATTIC VENTILATION REQ'D 1 S.F:/300 S.F AREA = 886.85/300 X 144 = 425.68 S.I. REQ'D EAVES 46 L.F X 4.7 5Q IN/LF(BIRD BLOCK W/ (3) 2" HOLE) = 216.20 S.I. = 50% ROOF JACK 51 S.I. /EACH PROVIDE 5 JACKS = 255.00 S.I. = 60% �� REGIS7`�i EO ����� SLAWDM�� PC3ROVMSICI ►TA7E 4F w�►sh�sr�xoN zl= N fH O /� rw � � VJ O V JI W N W �' A Q� U Qo � N � O i'' Z�� ��� �' z "' Q UQo OWQ � �W N N 1Q��i�i�C�PV S: [� 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4.6.21 SCALE: 1/4" = 1'-0" TYPICAL ROOF CONSTRUCTION COMPOSITION ROOFING BLOW ATTIC INSULATION R - 49 FLAME Sf 1zEAD +�9� 7/16" OSB 1200E DIAPHRAGM, U.N.O. NOT TO EXCEED 25 AND FIEGIST �D � Z 2X ENGINEERED TRUSS � SMOKE DENSITY NOT TO 8d @ 6" O.C. EXCEED 450 IN ATTIC A ACT �� V C7 �.J �' m 2X SOLID USE APPROVED ��� ~ � o w BLKG. W/ V INSULATION BAFFLE $�� oN � Q HOLES AS REQ. W/ 1" MIN. AIRSPACE 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 FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE N0. FC 5011 PROPRIETARY* 1 HOUR 60 to 64 STC EXTERIOR WALLS treated plywood for at least 4 feet on both FIRE SOUND sides of the common walls In accordance WOOD I -JOISTS, WOOD STRUCTURAL PANELS, GYPSUM 1 HOUR FLOOR TOPPING, RESILIENT CHANNELS, GLASS FIBER BATT GA FILE N0. WP 8105 GENERIC OR LOOSE FILL INSULATION, GYPSUM WALLBOARD FIRE Base layer+h"proprietary typeXgypsumwallboardorgypsumveneerbaseappliedatright GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS with IRC 302.2.4 angles to resilient furring channels 24" o.c. (16" o.c. when insulation is used) with 1" r 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. Wlth 1 314" galvanized roofing Halls 4" D.c. al vertical joints and 0 longloceted3"back on either side of end joint. 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 may be left utreated. Extrerlor cladding to be attached through sheathing to studs, � N drywall screws. Face layer /z" proprietary type X gypsum wallboard or gypsum veneer Approx. Ceiling base applied at right angles to resilient furring channels 151a" Type S drywall screws 8" Weight: 3 psf „ � � � 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-resisiant gypsum APPLY 5 / 8 TYPE X GWB OR EQUIV 00 resilient channels. Glass fiber insulation secured to subfloor or loose fill insulation 2-4-05; UL R1319, 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 78/sz" wood structural panel OSNK09496, 3-31-05; g gyp pp p g g O N TRUSS BEFORE PLACEMENT Please provide listed assembly per R302.2 to 6d coated nails 1 7!8" Ion 0.0915" shank, 1(4" heads 7" D.c. LOAD -BEARING ROOF CI) subfloor applied at right angles to joists with construction adhesive and 6d ring shank UL Design L570 g' 1 1 (TO BE INSPECTED BEFORE PLACEMENT) nails12"o.c.Minimum+/z"proprietary gypsumfloortoppingappliedoversubfloor. Sound Test: RALOT03-05,4-22-03; the building inspector. This shall be done at Thickness: Varies TRUSS O I• ---I STC rated with I joists spaced 24" o.c., 3+/:" glass fiber insulation in joist spaces, zla" RALOT03-07,4-29-03; time of re -con ins eetions and framin NO PP 9 p + RAL OT03-09, 6-18-03 p p g • A rox. Wei ht: 7 sf �j 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. (STC64 IIC&Test: (58sheetvinyl), walls shall be covered prior to inspection. �� when sheet vinyl or engineered wood laminate is applied to floor; STC 66 when tested RAL OT03-O6, 4-22-03; {UL R3501-47, -48, 9-17-85, rr ,- with ceramic file applied to floor.) (62 engineered wood UL Design U309; L PROPRIETARY GYPSUM COMPONENTS laminate) RAL OT03-08, L ' a-2s-o3; UL R1319-129, 7-22-70, 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" ^ H Core Gypsum Panels RAL OT03-10, 6-18-03 - LEVELROCK®Brand FloorUndedayment TYPE X GWB H Uwe �, o O�� N Q 1/2° os6 w N SPACERS APPLY 5/8" TYPE X GWB OR EQUIV F G ON WALL BEFORE PLACEMENT • � � (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 FLAN 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. �--� 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 ►►���--t++I (TO BE INSPECTED BEFORE PLACEMENT) �t SCALE: 3 / 4" = 1' - 0" � . � . NO SCALE (� (11) SIDING PEP PLAN 5/8" TYPE X GWB F--t 1�2„ � &� �fER (10) 15# FELT THIS WALL TO BE INSPECTED FOR 5/8" �i� �TUD� � 1�" 0 � (9) HEAD FLASHING Z METAL @ TYPE X GWB BEFORE WALL INSTALLED ��8" �HEETPOC� EXPOSED WINDOW (4) 4" MIN MOISTOP SELF -HEAL 1�2" � �HT�. PEf� f � � R-2'I IN�LLL�1•IOf�I PAPER OK EQUAL GARAGE SLAB f SHEATHING �w HE�ULE �- � r . � CST SILL f'L V�� �.8. (2) WINDOW FRAME ' TI• •Ir I�EI;_ �EAI_ NOTE, LI.O_hl � (3) MOISTOP STICKY SELF -HEAL OR • t�• • •`r • [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� � �2„ O,C, . ti� WIRE MESH PER SHEAR WALL � I �. ti _ SILICONE SULK SEA!_ SCHEDULE ,I I (7) 15# FELT 3• 'f � / i (8) TRIM . • R E�C7EI�IOR SLAB f - � THEf�MAL �I�Er�� (1) #4 CONT. / JAMB I 06 2021 f 'I 11 SIDINGPEIZPLAN 2•4��FEDMONDS rz � � �� 4,�'r #4 @ 12" O.C. ( ) V PMENTSERVICES { �• <�<� � / � 18 CAULK .'.'.'.'.'.' .'.'.'.'.'.' 4 h}E�DQ�PARTMENT • •+• Y Y Y ( ) • �• 1 �.t �� t < < 18" - ro MIL : Y�Y�Y � WINDOW NAIL �� TOP EDGE LOWER FELT . }••• �A � i ;:�:;:::;:;::I::�:; y�`r 18" FLANGE i k , . POLY � � • 4"GRAVEL ••• �` SILL i (1)30#FELT PAPER, WRAP �.�.�.�.�.�.� .�.•. _ � _ ,, , � 4" CONC SLAB W/ - - - .:.:.:..:.:. ' � 16 I _ i LAP UNDER WINDOW BEFORE — — — — WINDOW INSTALLATION. BASE — I I I I I I I I I I I I - _ ::�:�::�:�: I I I I I I � �� 6X6X#10 W.W.M. � - - - - - - ' - - '- - - � 4 COLIC_ OL�tF C�ER MIN ::::::::�::::::::::�::::::::: �" MIL f�DLY 4" FOOTING DRAIN (5) 30# FELT .:�':'�'� :" ':'�' �'�:� �� 4" �RANULI� F ILL (2) #4 CONT. � (6) 4" TAPE SEAL OVER FLANGE BUT NOT UNDER JAMB FELT PE7€ PLC! �-1O IN�UL}4TION ��4"� (11) SIDING PER PLAN TYP. NON STRUCTURAL PRINTED: ������`�� TYP. EXPLODED 4.6.21 FOOTING PARTY WALL M ISUL. SLAB FIDN. 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 fC/� CT L� I� O i jl�G 4i 1.71 ��'Q � � o A i.r r T 1 W N 4/12 PITCH ���- *��^r"�-� ^ A 0 SLAWDMl� P(3kDWSK1 Q (j o STATE QF W►gSFiIIvtiTQN �� Z 3 � i..i a 24" CARDBOARD BAFFLE � Q ALLOW FOR 1" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION • V �„� o �--I SOLID SHEATHING OR GDX PLYWD WHERE EXP05ED TO WEATHER 1X FASCIA BD. �-49 W/ METAL GUTTER 2X BIRD BLK'G W/ 2" SCREENED VENT HOLES WITH 1/4" R-21 CORRPSION RESISTANT METAL MESH COVERING LIVING AREA • �O 00 1/2" GYPSUM WALLBOARD, TYP W/PVA VAPOR BARRIER @WALL AND CELINGS F---1 O �� ENGINEERED JOISTS,SIZE AND � O � SPACING PER PLAN OR 2X JOIST � n� FIN. FLR._ � n 1-�--� !r Tom, TOP PL. � , O OO N Q 1/2" GYPSUM WALLBOARD, TYP N �`"� W/PVA VAPOR BARRIER @WALL AND CELINGS LIVING AREA U ENGINEERED J015T5,SIZE AND SPACING PER PLAN OR 2X JOIST W FIN. FLR. H TOP PL. ^� F�--/�1 Ir�T, 1/2" GYPSUM WALLBOARD, TYP W/PVA VAPOR BARRIER @WALL AND CELINGS W FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS �H W 2X 5TUD5 @ 16" o.c. TYP LIVING AREA SIDING, 5EE PLANS 2X BOTTOM PLATE 2X PT. SILL ANCHOR BOLT PER PLAN R-10 INSULATION 4" CONC. SLAB ON @ 24" PERIMETER 4" GRANULAR BED 3. FIN. GRADE TO SLOPE - R AWAY FROM BUILDING � __ • r/� (Ay/��y�/���ryl/ 06 2021 z y y� �/ L `• 1ieli�`-0FEDMONDS c� Y YSY� 4• gE:��PMENTSERVICES ILJ. D PARTMENT 's�' Ysyr' ALL REINFORCMENT MUST BE TIED IN • . PLACE FOR FOUNDATION INSPECTION 5EE FDN PLAN FOR FTC. /FDN SIZE ALL FOOTING TO BEAR ON BEARING SOIL PRINTED: 4.6.21 TY�'IC�L C1Z055 5�CT10N N.S. z ROOF MATERIAL r � � PER STRUCTURAL ENGINEER v "' N p"� O u m V J � � 0 r T 1 fi1 � 4/12 PITCH ^ Q !� � o �, z 4� a� 24" CARDBOARD BAFFLE � Q ALLOW FOR 1" AIR SPACE x MIN. EXTEND 12" ABOVE INSULATION • V ,� o r-1 SOLID SHEATHING OR GDX PLYWD WHERE EXP05ED TO WEATHER 1X FASCIA BD. �-49 W/ METAL GUTTER 2X BIRD BLK'G W/ 2" SCREENED VENT HOLES WITH 1/4" R-21 CORRPSION RESISTANT METAL MESH COVERING Q LIVING Al2EA � NO • (� 00 1/2" GYPSUM WALLBOARD, TYP i-� W/PVA VAPOR BARRIER @WALL AND CELINGS O O �� ENGINEERED JOIST5,51ZE AND � � � SPACING PER PLAN OR 2X JOIST FIN. FLR._ W � TOP PL. � � O O rF-T--,I 1/2" GYPSUM WALLBOARD, TYP N W WIPVA VAPOR BARRIER @WALL AND CELINGS N LIVING AREA U ENGINEERED J015T5,SIZE AND CIS SPACING PER PLAN OR 2X JOIST W FIN. FLR. C� F—� TOP PL. ^�^ F�-•1 Ir�T, 1/2" GYPSUM WALLBOARD, TYP W WIPVA VAPOR BARRIER @WALL AND CELINGS W FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS \H/ W 2X STUDS @ 16" o.c. TYP LIVING AREA SIDING, 5EE PLANS 2X BOTTOM PLATE 2X P.T. SILL ANCHOR BOLT PER PLAN THERMAL BREAK 4" CONC. SLAB ON 4" GRANULAR BED 3.2.20 FIN. GRADE TO SLOPE - REVISIONS: AWAY FROM BUILDING � _ z ��� "• R-101NSULATION ,� ysysysy @ 24" PERIMETER �S`y ysysy!'� PER WSEC 20151a .5 CREDITS 2.4.2 t�, Y ys 4.6.21 ALL REINFORCMENT MUST BE TIED IN Q • . PLACE FOR FOUNDATION INSPECTION 8.16.22 5EE FDN PLAN FOR FTC. /FDN SIZE ALL FOOTING TO BEAR ON BEARING SOIL RESUB PRINTED: Aug 17 2022 $.16.22 TY1'I C� L C1Z0 5 5 5 ECT10 N CITY OFEDMONDS DEVELOPMENT SERVICES N.S. BLD2021-0111 REV2 HOSE BIB OR OTHER PKOJEc METAL HEAD FLASHING BLOCK TARGET PAPER AND BUIDLING f APEK PEK DETAILS NON -FLANGE PROJECTIONS ADH#=t�ED VENEEK SHALL BE ELDOI�ADO STONE Ott EQUAL. EXTEKIOK WALL SUKFACES SHALL BE COVERED W/ A MIN. OF ONE LAYER OF A WATEK-KESISTIVI~ BARRIER COMPLYING W/ THE KEQUIKEMENTS OF THE APPLICABLE CODE. GALVANIZED EXPANDED DIAMONp MESH METAL LATH COMPLYING WI ASTM C847, WI A MIN, WEIGHT OF 2.5 LP/YD2 (1.4 KG/M2), SHALL BE ATTACHED TO STUDS SPACED 16" ON CENTER WI GALCANIZED ROOFING NAILS. THE NAILS SHALL BE 5f AGED 6" ON CENTEK VERTICALLY &SHALL HAVE SUFFICIENT LENGTH TO PENETRATE WTO THE STUDS A MN OF 1". A MIN 1/2" THICK SCRATCH COAT OF TYPE 5 OR TYPE N PORTLAND CEMENT MORTAR COMPLYING WI ASTM C270 SHALL BE APPLIED TO THE METAL LATH AND SHALL CUKE FOK A MIN. OF 48 HOURS. THE STONES SHALL BE ADHEKED TO THE CURED SCRATCH COAT W/ A NOMINAL 1.2" THICK BED OF TYPE S OR TYPE N MORTAR, JOINTS BETWEEN THE STONES SHALL B>~ GROUTED. SHEAR STRENGTH 50 PSI MIN. ADHERED VENEER SIDING a n�� is nrti r_ rnnxir_n �x rn n n nr MIN OVERLAP @ALL v�RrICAL �oINrS INSTALL 60 MIN. GiZADE D BUIDLING PAPEf� WEATHERBOARD FASHION STARTING FROM THE POTTOM BUILDING PAPER INSTALLATION STEP 1: INSTALL ONE PIECE DOOR PAN nv L�r_L�r_rzonnlr_ r_I nculKl� nr-rut�r_runl n MEMBRANE FLASHING --� UNDER DOOR PAN DOOR / FLASHING INSTALLATION /��FLA�aHING DETAIL FOR BUILT UP ROOF SYSTEMS 1. MECHANICALLY ATTACH 2 PLIES OF ROOFING BASE PLY SHEET EMBEDDED IN HOT ASPHALT TO SUBSTRATE, ENSURE THAT PLIES Ex'fEND 18" PAST UNDERLYING .� PORTIDN OF DRAIN FLANGE. 2.ON UNDER PORTIUN OF DRAIN FLANGE EMBED 1!3" LAYER, EVENLY SPREAD ROOF MASTIC COMPOUND. 3.5ECURELY FASTEN DRAIN FLANGE TO SUBSTRATE, U51NG APPROPRIATE FASTEN 4. FOR BEST RESULTS, PRIME DRAIN FLANGE W! ASPHALT PRIMER. ALLOW AMPLE DRYING TIME. 5. BEGIN B.U.R. SYSTEM EMBEDDING ALT, LAYERS OF ROOFING PLY SHEEP IN A FEATHERING APPLICATION DOWN INTO &OVER FLANGE. NQTE: ENSURE ASPHALT 15 �r�'7��1 � J���� A TEMP. RANGE BETWEEN a30° &.R�75° L 6. SECURE GRATE IN PLACEWI PROVIDED HARDWARES 7. COMPLETE ROOF SYSTEM W15PFCIFlED SURFACING AS REq'D. FLASHING DETAIL FdR MODIFIED T i SINGLE PLY ROOF �aY9TEM5 1. PLACE REVERSED SHEET OF MUD1FiED PLY DYER DRAIN HOLE OPENING ON 5U ENSURE TRAY PLY SHEET ExTEND518" PAST UNDERLYING PORTION OF DRAIN FLA NOTE: RECOMMEND ASPHALT PRIMER ON UNDER PORTION OF DRAIN FLANGE TO I APPLIED BEFOREHAND. 2. PLACE DRAIN ON70 HOT MODIFIED PLY &SECURE DRAIN FLANGE 70 ROOF 5U I T USING APPROPRIATE FASTENERS. 3. FOR BEST RESU LT5, PRIME TOP PORTION OF DRAIN FLANGE WI ASPHALT PRI ALLOW AMPLE DRYING TIME. "� 4. BACK BURN MODIFIED PLY SHEET. START ROOF SYSTEM DOWN INTO &OVER F Y 1 5� SECURE GPJ�TF IN PLACEWI PROVIpFD HARpWARES 6. COMPLETE MODIFIED SINGLE PLY SYSTEM W/SPECIFIED SURFACING A5 REQ T r FLASHING DETAIL FdR E.P.D.M. dR RUPBER SINGLE PLY ROdF SYSTEM I. PLACE SINGLE PLY SHFFT OVER DRAIN HOLE ON SUBSTRATE. ENSURE THAT PLY SHEET ExTEN051B" PAST UNDERLYING PORTION OF RECEIVING DRAIN FLANGE. 2. ON UNDER PORTION OF DRAIN FLANGE EMBED If3" OF WATER STOP CUTOFF. i T I 3.5ECRFLY�FASTEN DRAIN FLANGE TO SUBSTRATE USING APPROPRIATE FASTENER a. EMBED SINGLE PLY SHEETS IN SPECIFIFEO ADHESIVE DOWN INTO &OVER TOP PORTION OF THE FLANGE. 5� SECURE GxATF IN PLACE W! PROVIpFD HARDWARES I 6. COMPLETE SINGLE PLY SYSTEM W! SPECIFIED SURFACING A5 REL1'D. 3" ROOF DRAINS ING ER5. B5TRATE. NGE. BE BSTRAYE MER. LANCE. D. 5. 1405.17.2 HOEZIZONTAL LAI' SIDING. LAP SIDING SHALL BE LAPPED A MIN. OF 1-114" & SHALL HAVE THE ENDS SEALED W/ CAULKING, COVERED WI AN H-SECTION JOINT COVEK OR LOCATED OVER A STKIf OF FLASHING. LAP SIDING COUKSES SHALL BE PERMITTED TO BE INSTALLED W/ THE FASTENEK HEADS EXPOSED OK CONCEALED, ACCORDING TO APPROVED MANUFACTUKERS' INSTRUCTION. CAULK ALL BUTT JOINTS. HARDIPLANK SIDING INSTALL 60 MIN GRADE D BUILDING PAPER WEATHERBOARD FASHION STARTING FORM THE BOTTOM DO ROOF RAFTER -� PLACE BUILDIN ER BEHIND �. `, `, � t�00F RAFTER I `. `� �` . . �� ` � `T � - r l y� 1 1 LEAVE 1/4" GAP EEN FASCIA AND W FASCIA ROOF TO WALL ._I-aN---�"- STEP 3: PLACE DOOM FRAME W/OUT OLDING. L STEP 2: EMBED THRESHOL0 IN 318" GONTINODUS DED OF CAULK THAT RETURNS UP THE JAMB 3" ASSURE THE THRESHOLD IS SEALED DOOR / FLASHING INSTALLATION 8" HORIZONTAL SIDING W/ 6" KEG 2X3 "Z" FLASHING W/ DK1f EDGE CAULK ALL JOINTS 2X12 BELLY BAND TYPICAL f ENITKATION: DRYER DUCT OVERSIZE HOLE 1" MAX. CAULK ALL OPENINGS BELLY BAND / PENIT. �"� BUST TERMINATIONS, ISGREEN, �L CAP W/ DRIP EDGE, �L WALL FLASHING, EATING CONTRACTOR :OOF TO WALL FLASHING CHIMNEY/CHASE TERM. INSTALL 60 MIN GRADE D BUILDING PAPEK WEATHERBOARD FASHION STARTING FORM THE POTTOM � Imo~~� �_ � - _ �� _ 4 N WATER FLOW I�.�r�l� I I � DING AIR SPACE -7 2" ABOVE 70FLINE CEP FLASHING 4" UP WALL CK-OUT FLASHING �,TEK BARRIER TAPE �KIZ. ROOF FLASHING LT PAPER KICK OUT FLASHING INSTALL 60 MIN GRADE D BUILDING PAf EK WEATHEK130AK0 FASHION STARTING FORM THE BOTTOM /— BUILDING PAPEK ——�e�lZ�rAL WALL ro ROOF FLASHING OVER PLACE STEP FLASHING CORNED FLASHING OVER INSIDE CORNER - 43i 411 WALL WALL PLACE BUILDING PAf ER BEHINp ROOF RAFTEiZ �� AKE BO D `LEAVE 1/4" GAP _ - BETWEEN FASCIA AND WAIL FASCIA 1� -- -- ___ o - - - _ LLB - _ � _� ROOF TO WALL @RAKE STEP 5: PLACE TRIP WITH CAULK BEHIND STEP :PLACE "Z" FLASHING ON TOP OF TRIM- iE12 DETAIL ON D1-"WINDOWIDOOR HEAD TRIM" STEP4: ATTA ACE FLASHING OVEK FRAME 9" OISTOP-PF MUST LAP OVER SILL LASHING DOOR / FLASHING INSTALLATION ONE PIECE FLA ING WATEK FL @ IN51DE NER EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MIN. OF 6" ROOF @INSIDE CORNER f LACE STEP FLA5ING OVEf� OUTSIDE COKNER dNE >�IECE ��ASHING OUTSIDE CORNER WATER FLOW KE BOPxRD FASCIA 6" �3ETEN_�OOF PAPEK UP THE SIDE OF THE WALL A MIN. OF 6" INSTALL 60 MIN GKADE DSUhU6iINC� PAPER WEATHERBOARD FASHION � �— STARTING FORM THE BOTTOM PER DETAIL E ROOF @OUTSIDE CORNER e-i n r->r r� . � i i r- r i n e-> r^ i i i � i � i r ALL 60 MiN GRADE D BUILDING �R WEATHERBOARD FASHION 2TING FORM THE BOTTOM 2" WIDE CORNER WKAP �T INSIDE &OUTSIDE :ORNERS CONT. FROM =ON. TO EAVE DOOR / FLASHING INSTALLATION HIGH PERFOR11JiANCE UIIINDOVII FLASHING ,� � ► v A � � - 9 �: 5!I! Flashing `� �� Sill 9Ni�►dow � 4l�/ra e moo@ ��� � � (���aF �s�) Jamb FBashin Jamb Flashing / � �d�1®Q�� f,1D r� � i ��'ead Flashing �G1�®g��}f� � ���� 7 � � `� r� U�/eaiher[�R��?es�}is�ive �amre� �+�m.�® �e�mo ��e .a ®� �ea��errSo�a � "The undersigned has provided building enclosure documents that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55,090." ��ws� 7-16-21 Slawek Porowski, Architect RECEIVED 8/3/21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date �� REGtST ED A EC'i r • ��- �'~� SL/IWOMIR POROWSKI 8TATE Qf WASHINuI'ON r� z u m ^� � rn W ry W A � ,_, z Q �; N � x o n �� I� o M� w U W i�--! }-=� ��/ !•-�-I W W �� REVISIONS: 5.5,21 60-minute paper or Vaproshield or equal