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<br /> . ��rmit#: C16Q4-liBTHRU-123 ����y� � ���
<br /> � � ' te Address: 3404,3411,3413,3415,3417,3419 30TH D�
<br /> * LOTS 61 THRU 66
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<br /> Owner. POLYGON WLH LLC
<br /> � � • ApR�aate. �8��W6 S AT RIVERFRONT
<br /> Prapased Use: NEW SFR ATTACHEQ
<br /> Description: NEW TQWNHOME
<br /> ■ � Reviewed By: Date: ; ��
<br /> E�� r�tt VV�S h 1 �
<br /> � �� � � OfFice Set �aka Site Set Fire/Plannin Set
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<br /> �
<br /> � � � }�'�4�5454�l�f�;'F,�25 fr,�$��208� .
<br /> � ���� t��vw �tl�r�t��,�u`rc�§c�m '
<br /> � ,.„r.: .. . ;' �... .;` ' ...: .,...: <;
<br /> �5052 REGISTERED
<br /> ARCHITEGT
<br /> PROjECT TEAM PRO)ECT` INFORMATION DA �T �
<br /> R�►T'ED ASS EMBLI ES LIST OF DT�.AWIN�S �IST OF Dl�1W11 V GS ROBERT E. WEIBLE
<br /> STATE OF WASHINGTON
<br /> O�vner/Developer Polygon WL�I, LLC Assembly Fire Rating Detail
<br /> Praject Name; Eclipse A1 Cover Sheet
<br /> 11624 SE Sth Street, Stiite 200 Scope: New constructiQn-of one hundred ninety(190)3 story Common 4va11s separating dwelling t�nits: 2-bo�tr � � 8/D1 R� Building Type A Roof Plan
<br /> Bellevue, WA 98005 Townhome units within thirty three(33) separate btuldi�lgs. A1.1 Cover Sheet .
<br /> (425) 586-7700 R2 Building Type B Roof Plan �
<br /> S�Z� ���������p�� Elterior walls X �-feetto assumed shared 1-haur 4lD1 A2 Site Plan R3 Building Type G �
<br /> t) property line: Roof Plan �'
<br /> Architeet: Milbrandt Architects,Inc., I'.S. �
<br /> 25 Central Way, Suite 210 � Rq. Building Type D Roof Plan �,
<br /> ICirkland, WA 98033 Exterior walls X 5-feet or perpendic��(ar non-rated 1/D 1 B1 Building Type A Building Floor Plans Buildin T e E �
<br /> Site Acldress: 2808 36th Pl. to assumed shared ro ert line: R5 g yp Roof Plan .�
<br /> 425 �54-7130 p p y Rg Building Type F Partial Roof Plan �
<br /> � Everett, WA 98201 B2 Buildin T e B Building Floor Plans
<br /> 9 YP
<br /> B3 Building Type C Building Floor Plans
<br /> Structttral Engineer CT Engeneering,Inc. Walls separating private garages from living %" GWB garage side 3/D1 R7 Building Type F Partia) Roof Plan
<br /> 180 Nickerson St. Suite 302 Land Use Zone: Waterfront Commercial space: B4 Building Type D Building Floor Plans Rg Building Type G �-
<br /> Roof Plan �
<br /> Seattle, WA 98109 B5 Building Type E Building Floor Plans Rg Building Type H Partial Roof Plan �
<br /> (206)285-4512 Unit Count: E TownliQme 28 �loor separating private garages from living %" GWB gat•age ceilitig 61D1 gg Building Type F Building Floor Plans �;
<br /> F Townhome 36 space: R10 Building Type H Par#ial Roof P4an �
<br /> C Townhome 36 B7 Building Type F Building Floor Plans �
<br /> Civil Engineer/Surveyer Core Design,Inc R11 Building Type I Partial Roof Plan �
<br /> E1 Townhome 60 Penetrations(Firestoppina): Per situation 13/D1 gg Building Type G Building Floor Plans �.
<br /> 14711 NE 29th Place, Suite 101 R12 Building Type I Partial Roof Plan `�
<br /> F3ellevue, �VA 98007 E3 Townhome 30 gg Buildin T e H -�,
<br /> (425) 885-7877 Total 190 Membrane penetrations by dcicts in garages: 26 ga. steel ducting 5/Dl g Yp �uilding Floor Plans �
<br /> g�p Building Type H Building Floar Plans ,�
<br /> E1 Building Type A Building Elevations & Sections �
<br /> L��ndscape Architect Core Design, Inc ar �n�� Garage Single 60 B1� Building Type I Building Floor Plans E2 Building Type B Building Elevations & Seetions
<br /> 1�711 NE 29th Place, Suite 101 Garage Side by Side 132 �
<br /> Garaue Tandem 128 g�� Building Type I Buildin Floor Plans E3 Building Type C Building Elevations & Sections �
<br /> 9
<br /> Bellevue, WA 98007 Standard Si�e 25 � � �, �
<br /> (425) 885-7877 � �
<br /> Parallel Site 8 E4 Building Type D Building Elevations & Sections
<br /> Apron Open 256 U1 Unit E Floor Plans � •y'
<br /> E5 Building Type E Building Elevations & Sections
<br /> Total 609 U2 Unit E Framing Plans E� Building Type F Building Elevations & Sections �'
<br /> U3 Unit E Electrical Plans E7 Building Type G Building Elevations & Sections � �� ' " � `�°
<br /> __ .. ,
<br /> E111 EI�AL N QT`ES Elil ERGY �I OTES VE(�1T1 LATI Olil N tJTES U4 Unit E1A, E1 B, E1C, E1 D, E1 E & E1 F �Ioor Plans •
<br /> Eg Building Type H B��ile�:ng �=l�vafiians�& Secfions
<br /> U5 Unit E1A, E1B, E1C, E1D, E1E & E1F Framing Plans Eg Building Type I Building Elevations & Sections
<br /> l. Comply with 2Q 12 IRC and all applicable codes and ordinances of the local €Zeference: 2012 lnternational Energy Conse�vation Code of The S�ate of Washinaton l. Design Criteria: 2012 Interiiational Residetitial Code and tlie 2012 U6 Unit E1A, E1 B, E1 C, E1 D, E1 E & E1 F Elee ri J ,
<br /> f cal Plans v �
<br /> �urisdiction and tlle State of Wasliin�ton. (2012 iECC-WA)Chapter 4 using climate zone catagory 5 &rnarine 4 for all �International Mechanical Gode�vith Washington State amendments. U7 Unit E3A, E3B, E3C & E3D ,,_. �
<br /> 2. Da not scale drawings. Floor Plans S-1.0 Structural Notes � �
<br /> calculatio�ls. 2. System Type: Whole house ventilation system using exhaust:fans per section P�OPANE TANK5, HEAT PUMPS AiVD a- �
<br /> 3. Verify all rough-in dimensions far equipment provided in tliis contract or by All residential units shall com 1 with the Re uireinents B Com onent Table 442.1.�1. U7.1 Unit E3A & E3B Floor Plans � �, c�
<br /> others. p Y q Y P M15073.4 operating intermitteutly using table M15073.3(2). S-1.1 Structural Notes and Schedules OTHER �QUIPMENT OR APPURTENANCE� a � �
<br /> All r-ough-ins shall be approved and t7reb(�cl<ing shall be installed prior to
<br /> Iricluding but not limited to the f'ollowing: Associated NoteslDetails 2.1.1. Unit E Min required Whole House Fan(Qf=Qr/(Et))Qf= U8 Unit E3A, E3B, E3C & E3D Framing Plans MAY NOT BE LOCATED IN THE FRONT �
<br /> fi�aming inspectioil. Code Rec�i�irements Showin;Compliance � o� 5-1.2 Shearwall Sehedule and Details
<br /> -�Scfml1x0.5 =90cfm c 50%o erational time s�vitcttin r on at U9 Unit E3A E3B, E3C & E3D AND SIDE SE7BA�KS. PROPANE TANKS
<br /> Windaw U-F��ctor 0.30 Insulation Nates Ul U4 U7 U10 & U13 � p �' � � � Electrical Plans 5-1.3 Holdowns Schedule and Details REQUIRE ADDITIONAL PERMITS ISSUED �
<br /> 4. Verify size and location of anci provicle all openings through #loo►�s and walls, > > > least ouce ever 3 hours. 1.0 max�Sone rating. U10 Unit F Floor Plans BY THE EVERETT FIRE DEPARTMENT
<br /> � furring, anchors, inserts,rough bueks and backing for surface mounted items. Ceiling R-Value R-49 17 l D1 2.1.2. Unit E1 Min. required Whole House Fan(Qf=Qr/(E�)(�lf= 5-1.4 SWSS Details �
<br /> U11 Unit F Framing Plans PRIOR Td INSTALLATION,
<br /> 5. Provide furring as required to conceal mechanical and electrical work in all Wood Franle Wal(R-Value R-21 int. 1, 3, &4/D1 45cfm/IY0.5 = 90cfm cr 50°fo operational time switching on at S-6.0 Typical Conerete Details �j
<br /> U12 Unit F • i �` �
<br /> finished areas. Fl�oz•R-Value R-30 5 /D1 least once every 3 hours. 1.0 maa Sone rating. Electrical Plans .4�A ��:11C�`lYt1aC�C �� �E� �" �
<br /> g_g.p Typical Floor Framing Details t�U:1i't�l (}t] �1�� � � �
<br /> . All swinging doors not located by dimensions on plans, interior elevatioizs, or Below Gracle Wall 10/15/21 int. +Tg N/A 2.1.3. Unit E3 Min. requit•ed Whole Ho��se Fan(Qf=Qr/(E�)Qf= U13 Unit G Floor Plans `�a ' ,'
<br /> S-9.1 Typical Roof Framing Details �� '�����Y ��p�f����� �ti-�1�t�ll��' �I����� o �
<br /> details shall be 3" from face of stuci to edae of ro«gh openitlgs or centered Slab R-Value & Depth R-10, Zft, or-top of ftg. 1, 9, &10/D2 0 � �
<br /> 45cfii�/1x0.5 =90efin cr SOIo operatior�al time switclii,�g an at U14 Unit G Framing Plans �_g 2 Framing Details o
<br /> between room partitions as shown. "int." (intermediate framing) denotes standard frarnin g 16" o.c, with headers l e a s t o n c e e v e r y 3 h o u r s. 1.0 maX Sone ra ting.
<br /> 7. Plans are drawn assuming the following roiigh openings: iasulated with a min. ofR-10 se�e 61D4 and corners fual insul�ted see 41D3 . � U15 Unit G Elee#rical Plans
<br /> S w i u g i x i g d o o r s: N o m i na l s i z e+2". � � � � Y � f ) .1.4. U n i t F M i n. t•e q u i r e d W h o l e House Fan (Q f C Zr/(E�) Q f= g-9,3 Framing De tai ls- Uni t E 1 C & D �
<br /> Bi-Fold doors: Nominal size+1-112°. All units need ta have a cet�ti�cate posted within 3 feet of the electrical distribution panel 45cfm/1x0.5 - 90cfm c 50% o eratianal time switchin on at U16 Unit E Interior Elevations & Stair Plans 5-9.4
<br /> - � p � � Framing Details- Unit E1 S,D,F & E3 �ofi truss�s to be de�lgrtad �
<br /> listing the following information: R-values, U-values, duet air leakage test results, least�nce every 3 hours. 1.0 maX Sone rating. U17 Unit E1 Interior Elevations & Stair Plans Framin Details -
<br /> Bi-Pass doors: Nominal size+0". � S-9.5 9 Unit E & E3 �nd dr�wing prep�red by
<br /> Windows: Nominal size+0". b�►ilding envelope air leakage test resiilts,types and efFiciencies of heating, coolin�and 2.1.5. �Unit G Min. re quii•ed Whole House Fan(Qf=�Qr/(Ef))Qf= U18 Unit E3
<br /> Interior Elevations & Stair Plans g_g g Framing Details- Unit G & F � State IiCens�d �tru�tur�9 � � U
<br /> Sliding glass cioot�s: Nominal size+0". service water heating equipxnent per R441.3 60cfm/1�0.5 = 120cfin @50% operational time switching on at U19 Unit F �n jtt�et, m '�
<br /> All insulation installation shall coin I with table 402.4.I.1 Interior Elevations & Stair Plans � � � �
<br /> 8. Fi11 where eequired with earth free frortt organic matarial. Compact fill in P Y least once every 3 hours. 1.0 rt1aX Sone ratin g. � � � �
<br /> 1 2" layers maYimum. A ll units nee d to be test�d and veri�ed as llaving an air leakage rate not eLceeciing 5 air 3. Specifics: See Electrical Plans for Who1e House Fan anci f1.ir inlet locations U20 Unit G Interior Efevations & Stair Plans D1 Details � �
<br /> 9. "Finish Floor" ref'ers to the top of conerete slab or top af wood floor changes per ho�u�per�402.4.1.2 � � � �
<br /> 4. Outdoor air inlets shall be provided by means of operable ports in window D2 Details
<br /> sheathing . �il mecllailical ducts in unheated space shall be insulated to a mini�num of R-8 per R403.2.1 frames each inlet providing a minimutn of 4 sc�uare inches eacki�Lnd all doors F1 Building Type A o
<br /> F undation Plan �
<br /> 10.Exterior walls sha(1 be 2xb sttids at 16" o.c. and interior walls shall be 2x4 Mechanical duets shall be sealina tested per R403.2.2 and WSU RS-33 � �� � D3 Details /�ddl�Il�i1�� ��i'i711tS�P� ��C�t�l�'�t�
<br /> shall be �inderc�ct la minimi�m above the fmish floor. FZ Building Type A Shear Plans �
<br /> studs at 16" o.c., unless noted otherwise. Hot water piping shall b�insulated to a minimum of R-4 in bofh heated and unheated spaces D4 Det�ils ���` ��1« �COJ��� �� �n+��Ud�:
<br /> . 1 l. Unless other�vise noted, plan dimensions are to face of studs and face of per R403.4.2 F3 Building Type A Roof Framing Plan D5 Details
<br /> conerete walls. � Minimum Required Local EYhausf Rates per section M1507 4 � ������� �pr������
<br /> Water heatsrs in unheated spaces, or on coticret��fY55t'�sh�116e placed on minimum of R-10 F4 Building Type B Foundation Plan D6 Details � �
<br /> 12.Refer to ultertor elevations for cabinet and counter lengths, dimetlsioris, incompressible insulated surface per R4�3.4.3 �; �
<br /> � - countertop materials and detail reference. Verify all eXistin�dimensions 5. Kitchen E�haust fans shall be per Table 1507.4 F5 Building Type B Shear Ptans � ���������� � �jrg p����-� a 1-
<br /> before installation. Mechanical ventilation shall b�provided per R4p�,5 (100 cftn intermittent of 25 efm continuous . � � �
<br /> � F6 Building Type B Roof Framing Plan � �{�C�t'iC�)
<br /> 13.Provide caulking bet�veen sole plates and subfloor and between rim joists at Heating& Cooling ec�uipment shall be sized per R403.6 � 6. BathroomlToilet Roo��i Exhaust fans shall be F7 Building Type C
<br /> A ininimum of 75% of all ermanenti uistalled tam s in li htin �i�tures shall be Partia� Foundation P�an SPRINKLEf� VALVES AND COMPON�NTS
<br /> both top plate ancl subflaor. P Y P g g (SO cfm intermitant or 20 cfm continuaus).
<br /> 14.Hydrants shall be in service prior to start of framing, high-efficacy lamps per K404.t Fg Building Type C Partial Foundation Plan MUST BE MAINTAINED AT 40°�
<br /> _---
<br /> 15.Through penetrations and memb�•ane per�etrations of rated wall or Additional Energy Efficiency Requirements (Energy Credits) per R06 & Table 406.2 Fg Building Type C Shear Plans - •
<br /> floor/ceiling assembly will require�restopping per IFC 703. Unit �l = Small Dwelling Unit- .5 po�nt�rP�r��i ; ; , - N1INIMUM T�MPERATUR� PER NFpA �3
<br /> See detail 13/D1 for diagram of specifics. Option Sb Ef�cient�Vater Heatin 1.5 oints rovided ' ? , ' ! ��R�rr�yE ; ,
<br /> ` Buildin T e C f� is orvners responsibility_ to es�ablisf� �n���' �
<br /> � i` F10 9 Yp Roof Framing Plan g�ro p�►�Y
<br /> a �
<br /> 16.Milbrancit Architects is not responsibl�for construction means, methods, Unit E3 =Medium Dwellin Unit- 1.5 oints re �red p p � "``� '� �`� � � i��� '��`��� F11 Building Type D ��n�� �
<br /> � � p q ��v,�rrA,E, ; � �'�' �-----/� � Foundation Plan
<br /> techniq«es or procedures, or�or the safet recautions and ro rams in ' ' ��� � ' ;� ; � ,�=`� � 1„so... Buildin T e D �� - � ������ ���������
<br /> y p p � Option Sb Efficient Watet•F-Ieating 1.5 points provided -���-----� r-'- -� � � ' F12 J Yp Shear Plans �����'��������. �F l�U�,DIPdG �1S :[°ZU1�" PO�I`I'IOT'dED A�
<br /> connection with the worlc, and is not res onsible for the failure of an �'��'�trU '�� ; � ��. s �i ` ��� � , ������ � �
<br /> p Y See Insulation Notes on the Uiiit Plans, and InsulatiUn aild Energy Notes on sheet D5. ; , � � F ; �-; �� F13 Building Type D Roof Framing Plans ���,�� ������a���� ��� INDICATED ON APP.CLOV�D SI'T� �'L�Fd, �
<br /> contractor or subcontractor t� carry out the work in accordance with the � � �, � �
<br /> Unit�E Option Sb 1.5 oints � ' ' �� � w` F14 Building Type E • ����"�{ ��;� ������ A N��! SITE 4'L�i�1 SIIAL�, B� �UE3NII'I'-
<br /> various eontract documents and or governing jurisctietion, regar�lless of what p • ,�;�� �; , a i����� , ��t '}"� � Foundat�on PIar1 �� ���"�'��,����
<br /> Unit E 1 Option 5 b 1.5 o�ts - � � TED. I�lO �'UE�THER II�TSI�ECTI01 ZS �VILL
<br /> � --; , ,!.� � ; �__� ����-.���'����� o �
<br /> is shown on these drawings. � ��� F15 Building Type E - �
<br /> Unif E3 Option Sb 1.5 points �._ � ' � ` �� I , � �,R���,�,T Shear Plans � �E iYIADE Ol'�1 THIS FI�OJECT UI�ITIL THE � �
<br /> Unit F O tion Sb p - ��g Buifding Type E Roof Framing Plan IZEVISED SITr PLAi�t I�A�BFEI*���'P1�OV� � � .
<br /> P 1.5 oints �� ' � -'`' y�-�,r� r� F� �Y THE �3UILIJII�� PUBLI� WORK�
<br /> � -�T ' � ' t ' �' Buildin T e F
<br /> Unit G Option Sb 1.5 points # � � s �f`� � � F17 9 Yp Partial Foundation Plan D E��'S„ ' � � �
<br /> DEFERRED �U�lVIIT'�'ALS ��f/�E1�'=�r/ � = / 1� F�g Building Type F Partial Foundation Plan
<br /> � � ° C� :'
<br /> j 4f]f_'iT�f�l�'{,�� 1 , �! �
<br /> � iSTADIU/A } �
<br /> � ... . •...--_�.' - .. t �.c.t� t ��g.:t 1�a7;.�
<br /> F19 Building Type F Shear Plans ,. . . ., :`
<br /> � ; � .�
<br /> _.. � � C
<br /> �
<br /> �t1STi i ! z . �
<br /> ACCESS 1 B 1 LIT'l�' Jj` F20 Building Type F Roof Framing Plan �RADING �1ND D�RAINA(�E � ;_ �
<br /> Shop drawings�nd calculations are rec�uired for: � � � �
<br /> -;�rE�c��Fr� �� � F21 Building Type G Foundation Plan N
<br /> L Roof trusses. See notes on sheet Sl. Drawii�gs and calculations will be ' ' F��✓��AL ` `�tF� F22 Building Type G Shear Plans �. �'rovisions shsll h? made for the control �nd drainage of surface � o � �
<br /> reviewed and stamped by a State of Washington Registered Engineer. `4 ` ���`'���!° � 'er around �uildin s : u er� drain lines inlet� and catch � � �
<br /> ���, ; cF�;era�zr wat g by g tt �, , � �
<br /> 2. Firestopping details. F irestopping methods and matei•ials shall be A(I residential buildings are constructed �inder the 2012 IRC and per R320 must ��°� ; � F23 Building Type G Roof Framing Plan . c
<br /> basins or oTh�r necessary drainage st�uct�_ires and shall b� in�talled � � y�
<br /> determined by the Contractor except where details or notes are indicated in meet the provisions of 2012 IBC- Chapter I 1 for Group R3 occ�ipancy. As � ,'' \;� F24 Building Type H Parfial Foundation Plan
<br /> these drawings. Firestopping locations are indicated in part by detail 13/D l. shown belo�v this project is exempt froin all accessibility requirements. � z ' �l where siorm �vnter disposal cannot b� obtained with�ut their use or � � � �
<br /> f, c, F25 Building Type H Partial Foundation Plan o � h gradina g.
<br /> where erosian c�nnot b�. prevent._d by finis o and planfin � � � �
<br /> Contractor shall submit UL assembly datails and product ctitts of all relevant �---� � `� %� � F26 Building Type H Shear Plans
<br /> �' � ` Ury w211s sh�ll no+ be installzd in areas where the soil is n�t we�li � � �
<br /> s�tuations to the Architect for conformance to the building design, Upon the IBC Chapter 11 -Aceessibility: sz�r ` �, � ��; � F27 Building Type H Roof Framin Plans r
<br /> A�rchitect's approval,they shall be st�bmitted to the B�Eilding Officiat for + All proposecl i�nifs are multistory linits and are e�empt from accessibility �9 drained and�o�r porou�. � �
<br /> approval. �`irestopping shall not be install�d withoi�t City approval. rec�uirements per 1107.7.2._ ��.R�.�� ,� �� � � ��_ .�`'� FZg Building Type I � ■� �
<br /> '� Partial Foundation Plan � �
<br /> �. Electrical and Plumbing desi�;n and drawings. • In Group Ri where there are no rec�uired accessible Type A or Type B �°i�� � �---- -��`� � F�g Building Type I P � in s a e rovided to insurP: �
<br /> cauNr�r �, � ry�'� �� ��>r���� ; \ a►tial Foundation Plan � Za Grad g h II b p � o �
<br /> 4. Pre-engineered and per-fabricated deck anc� stair gu�rdrail and handrail iinits,there are also no accessible parkir�g space requirements per 11062. e�ua �� �r.! �'�-� � � �
<br /> ; i `�� �=t F30 Building Type I Shear Plans �
<br /> systems. Drawings and calculations shall be reviewed and stamped by a State • �ccessible entr�inces are not required to �nits that are not Type A or � � , ;-1- �,�� �a� � {a) Diversion of water away irarn buildings.
<br /> of Washington Registered Engineer. Type B per ll05.1.6.2 �� " F31 Buildin� Type I .
<br /> Shear Plans (�) F'revention or' standing wai�r and soil saturation. detrimenfal � �
<br /> • Accessible routes are not required as there are no accessible buildings, F32 Building Type I Partial Roof Ft'aming Plan '[o structures and lot us2, � �
<br /> units or parking within the projeet per 1104.2& 1104.3. � �' � F33 Building Type I Partial Roof Framing Plan (e) That natural drainage channela or basins are nc�t btc��kod c�r � � �
<br /> L�ES 1�N LC,Ai�S N.LS. filler_!. � �
<br /> These da�umenls have not been revi$wed fQr
<br /> �ompliance with R�W 64.55,COtVSTRUCTIOtd ��) �'ro�iisians for the disposal t��water.fr�t-� � �r��s W
<br /> DEFEC7 DISPUI'E5-MUL71UN17'RESIDENTIAL ��) �'�o����i��n a# adjoinin�; pr���rty� z
<br /> BUILDI�JGS for�ny exterior work done ta 1ha buildinga > Job No.: 13-47
<br /> See s Zeet S 1.0 and S 1.1 for Design Loads. � � � �
<br /> The own�r has the r�sponsibility to itlenfify the � " Sheet No.:
<br /> scope of work to th�buiiding envelope and provid� Q
<br /> documenta�ion to Everett P�rmit��rvices to meet ,� �
<br /> qhe rsquir�menfs ofi this law. ;
<br /> _ _ Sheet Qrder: �l � � � E S � � ..
<br /> �
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