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
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1 .COMMENCING AT A f OINT ON THE SOUTH OF THE NOP.TH HALF OF THE NORTHEAST QUEAIZTEIZ OF THE NORTHEAST QUAKTEIZ OF SECTION 36, ��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 • •��' �.�••..�. ��
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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:
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numtscr ai addAionsl r:rcd ds arc rhe�kad as cMcson b the errnit a litsnt.
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BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER f�-i
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THEREOF AND RUNNING THENCE 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:'' :::�� :::::�� ,� � � � ��•�//
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2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. ::::: : :::::::::::::::: � reo � �'�`' m �
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3. VIGINIIY MAP SEE THIS PAGE . �
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4. NEW CONSTRUCTION FORA 3-STORY , 4 UNIT BUILDING AT 22814 EDMONDS WAY EDMONDS, WASHINGTON 98020. _ oo � w Q
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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
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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
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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
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ROAD FRONTING PROPERTY. 08/24/2021 '�Icasc refefkatahle R4u5.1 for Dour I�te•o r:ndescrr turns • • •• • • •• : �:
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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:
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APPROVED BY PLANNING
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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
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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 ,_,
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• •RF�4tripLiue Energy Code Complianos i6f�Lll CIIrtYerr Zane In WitlYllhglon
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1 .COMMENCING AT A f OINT ON THE SOUTH OF THE NOP.TH HALF OF THE NORTHEAST QUEAIZTEIZ OF THE NORTHEAST QUAKTEIZ OF SECTION 36, ��gticrn4.�,,,,�.:�•� t��x,�,tivawciian .. . ..... ..... .. , ... , , . , a 1� �.. .
TOWNSHIP 27 NORTH RANGE 3 EAST W.M. IN SNOHOMISH COUNTY WASHINGTON DISTANT SOUTH 88°14'33" WEST 800.21 FEET FROM THE • •��• �.�••..�. ��
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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:
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number ai addAionsl r:rcd ds arc rhe�kad as cMcson b the errnit a litsnt.
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BEGINNING AT A POIKNT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBE 160FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER f�-i
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THEREOF AND RUNNING THENCE 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:'' :::�� :::::�� ,� � � � ��
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2. PROPERTY TAX ACCOUNT NUMBER: 27033600102300. ::::: : :::::::::::::::: � reD � �'�`' m �
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3. VIGINIIY MAP SEE THIS PAGE . �
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4. NEW CONSTRUCTION FORA 3-STORY , 4 UNIT BUILDING AT 22814 EDMONDS WAY EDMONDS, WASHINGTON 98020. _ oo � W Q
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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 ; �~�//�
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Powd$r_ Alin I Casement �28 : � 1 � � � a : � : ��:$ � � ' • ' 7•.4>�
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Stars: � I faed �28 : � 2 � a � � � : � 3Q.0 � : � : ��_d(3 Gr$at roam:lfi I Cas$m$rrt �28 :. 1 � � � a � : � �a:b � : � : � �_� � : � 1«a:o � : � : � �_�
Bath:� ICas$m$nt �28 ..:�:� 1 � � � a �:� �.0 �:�:���_�(3 �:�:�a:b �:�:��_� �:�:�a:b �:�:�ix_�
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a a Bath_ �fi I Cas$m$rrt ��8 . � � 1 � � � : � : ��:b � : � : � ��_� Bath:1� I Cas$m$rrt B28 ...: 1 � � � a .... : � ::5;b � : � : � ��_�
Bedroom #2:1� I Slider �28 : � 1 G d � : � 24.0 � : � : ��- Bath:1� I Cars$m$rrt �28 ..:: 1 � � � a .. :::�:$ ::::: ��_4>�
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Bedroan #1:1fi I Cas$ment �28 ... 9 9 a � � ::: �6:5 ::::1 �:_�d Bedroom #2: lfin I Slider �28 :: 1 B a � : � : � ::::: �_
Bedroom #1: � I Casement �28 1 � a � � ... . ::: 4b:5 � : � : � ��_�4 Bedroom #1: ~� I Casement �28 1 � a � � � : � �b:h � : � :1 ��_�4
Bath: � I Cas$m$nt �2s : � 1 � � � a : � : ��9 � : � : � ��_d(i Bedroom #1: err I Ca�semerrt U28 � 1 � a � :: � aa� � : � : � h:_�4 8.16.22
Bath: �fi I Carsemerrt �28 : � � � � � : � : ��:b � : � : � ��_� Bath: � I Calsement �28 1 � � � a : � ::�:b � 1 _�0
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N � ACTUAL HT: 387.19' � ACTUAL HT: 387.1
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FASCIA -(GRAY) -SW CITYSCAPE
VINYL WINDOWS - (BLACK)
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BELVEL SIDING (GRAY) SW GRIZ�
REVISED PLAN A
CITY OF EDMONDS BUI
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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
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■ CITY OF EDMONDS BUILDING DEPARTMENT 2021
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SLAB HT: 354.25'
ALL WORK SUBJECT
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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
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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
■
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ALL WORK SUBJECT
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SCALE: i/4" =i'-o"
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SCALE: i/4" =i'-o"
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--------------
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SCALE: i/4" =1'-0"
REVISION 3 - RESUB 2 - ENERGY CREDITS,
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REVISION
Dec 07 2022
CITY OF EDMONDS
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12.7.22
12.7.22
SCALE: i/4" =1'-0"
REVISION 3 - RESUB 2 - ENERGY CREDITS,
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Dec 07 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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12.7.22
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REVISION 3 -ENERGY CREDITS AND PLANS STAMPED
REVISION
Dec 07 2022
CITY OF EDMONDS
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•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"
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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�
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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
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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"
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•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"
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•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
-
-
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2620 �� 6046
ER
6046
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6046
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a � TRITOIJ�B�WE BY KOHLER (FAUCET)
K-800T70-4AKL-CP 1.0 GPM �
(TYI'. FOR ALL UNITS)
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KITCHEN �
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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 �
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(TYP FOR ALL UNITS)
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(TYP FOR ALL UNITS)
KITCHEN �r
6'11-1/2" 5' 4
UNIT 12
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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
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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"
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5'6"
5'6"
3'
11'10-1/2"
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7'6-1/2"
11'
6'11-1/2"
11'
6'11-1/2"
11'
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11'
14'10-1/2"
9'8-1/2"
8'9"
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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
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ER
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9-1/ 310
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DUCTLESS SPLIT SYSTEM FOR _ ICI - �
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UNIT 13
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0 N �
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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
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KITCHEN �
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4'
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15 7-1/2 „
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2640
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(TYP FOR ALL UNITS)
_
o •
o
50 CF -
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------ - -- � �
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7.6 RISE
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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
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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
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2620 �� 6046
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6046
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K-800T70-4AKL-CP 1.0 GPM �
(TYI'. FOR ALL UNITS)
9-1/ 310
KITCHEN �
6'11-1/2" 5'
�
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DUCTLESS SPLIT SYSTEM FOR _ ICI - �
I � I �
LIVING AREAS o_ KITCHEN � � i
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ELECTRIC � _ _ �� � �
FIREPLACE ,' � ,
UNIT 13
GREAT ROOM � � � �
0 N �
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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
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O K-S00T70-4AKL-CP 1.0 GPM �
(TYP FOR ALL UNITS)
'9-1/ 3'10"
KITCHEN �
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(TYP FOR ALL UNITS)
'9-1/ 3'10"
KITCHEN �r
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HIGH EFFIENCY HVAC EQUIP
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TRITON BOWE BY KOHLER (FAUCET) �
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(TYP FOR ALL UNITS)
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4'
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15 7-1/2 „
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2640
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(TYP FOR ALL UNITS)
_
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50 CF -
POWDE TYP
P
2640 _
------ - -- � �
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16 TREDS
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7.6 RISE
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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"
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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�
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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"
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OPTION #1: INTERMITTENT WHOLE HOUSE VENTILATION
USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E
ALL HABITABLE ROOMS WILL REQUIRE OUTDOOR AIR INLETS
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
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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"
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36'1-1/2"
4'6" 11'11"
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13
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4'8"
2'9"
'9"
4'8-1/2"
620 S.
=_�____-
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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--
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=_�____-
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---, I --------------
I
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- - - - -
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
(
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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
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W
W
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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%
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[� 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
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SL/IWOMIR POROWSKI
8TATE Qf WASHINuI'ON
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u m
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W ry
W
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Q �;
N
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REVISIONS:
5.5,21
60-minute paper or Vaproshield or equal