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. , . t�� <br /> ■ <br /> � 1 � :� C � �f � �` <br /> � � • � �; � � I� # � � C,i � S . <br /> Everett Vi�ash � n ton � � : �� <br /> � � , � , �� c����;�� w�y; s�,�t;� z�o : . <br /> . �C�rkl�rn�;;�Pas�►�€�tor� 9�Q33 <, . <br /> �' ����54��13Q zFrt�25 6�8 ��2U& ,;E <br /> ' ���t� 1t�'�it�F1Y�t���t����'��C�T#CQ�f <br /> 0 o n �..:, f :: ,..:� 1 � �a: <br /> � <br /> , ' � 5052 REGISTERED • <br /> � ARCHITECT <br /> � ' <br /> PROJECT TEAM PRO ECT INFORMATION RATED ASSEMBLIES LIST OF DRAWINGS LIST OF �1�I7WINGS ROBERT E. WEIBLE <br /> 1 STATE OF WASHINGTON <br /> � Assembly Fire Rating �Detail � � <br /> Owner/Developer Polygon WLH, LLC Project Name: Eclipse A1 Cover Sheet R� Building Type A Roof Plan <br /> 11624 SE 5th Street, Suite 204 Scope: New construction�of one hi�ndred ninety(190)3 story Common walls separating d�velling units: 2-hour g��L A1.1 Cover Shee�t � � <br /> Sellevue, WA 98005 Townhome units within tl�irly three(33) separate b�uldings. RZ Building Type B Rqof Plan � <br /> (425) 586-7700 E�terior walls X 5-feet to assumed shared 1-hour 4/Dl A2 Site Plan R3 Building Type C Roof Plan � <br /> Architect: Milbrandt Arahitects,Inc., ���� ����������� property line: R4 Building Type D Roof Plan � <br /> p'S' Buildin T e A Buildin Floor Plans � <br /> 25 Central Way, Suite 210 Exterior walls X 5-feet or perpendicular non-rated 1/D1 B� g yp g R5 Building Type E Roof Plan •� <br /> Kirk(and, WA 98033 to assumed shared property line: B2 Building Type B Building Floor Plans Rg Building Type F Partial Roof Plan -z <br /> Site Address: 2808 36th Pl. <br /> (42S)454-7�30 F,verett, WA 98201 B3 Building Type C Building Floor Plans Buildin T e F <br /> � Walls separating private garages from living %" GWB garage side 3/Dl R7 9 YP Partial Roof Plan � . <br /> B4 Building Type D Building Floor Plans Buildin T e G � <br /> Structural Engineer CT Engeneering, Inc_ � Land Use Zone: Waterfroiit Commercial space: R8 9 YP Roof Rlan ,,; �� <br /> 180 Nickerson St. St►ite 302 B 5 Buildin g T y pe E Buildin g Floor Plans Rg Building Type H Partial Roof Plan � . <br /> Seattle, WA 98109 Unit Count: E Townhome 28 �loor�eparat�ng private garages from Iiving %" GWB garage ceili,ng 6/D1 gg Building Type F Building Floor Plans Buildin T e H �' � <br /> (206)285-4512 F Townhome 36 space: R10 9 Yp Partial Roof Plan � <br /> B7 Building Type F Building Floor Plans Buildin T e 1 -_ <br /> G Townhome 36 R11 J Yp Partial Roof Plan i � <br /> Civil Engineer/S�u-veyer Core Deszgn,Inc Penetrations(Firestopping): Fer situation 13/D1 gg Building Type G Building Floor Plans Buildin T e I � � <br /> 14711 NE 29th Place, Suite 101 E1 Townhome 6Q R12 9 YP Partial Roof Plan � _ <br /> E3 Townhome 30 gg Building Type H Building Floor Plans � <br /> Bellevue, WA 98007 Tatal � 190 Membrane penetrations by duets in garages: 26 ga. steel dueting 5/Dl „a <br /> (�25) 885-7877 g�p Building Type H Building Floor Plans �� Building Type A Building Elevations & Sections � <br /> B11 Building Type.I Building Floor Plans Buildin T g <br /> Parking. Garage Single 60 �2 g ype B Buildin Elevations & Sections C, • <br /> Landscape Architeet Core Design,lnc Garage Side by Side 132 B12 Building Type I Building Floqr Plans E3 Building Type C Building Elevations & Sections � � - - � <br /> 14711 NE 29th Place, Suite 101 Garage Tandem 128 <br /> Bellevue, WA 98007 Standard Site 25 E4 Building Type D Building Elevations & Sections °' � <br /> (425) 885-7877 Parallel Site 8 U1 Unit E Floor Plans E5 Building Type E Building Elevations & Sections � a <br /> o • <br /> Apron Open 256 U2 Unit E � Framing Plans E6 Building Type F Building Elevations & Sections " <br /> Total 609 U3 Unit E Electrical Plans E7 Building Type G Building Elevations & Sections i � � � <br /> GENERAL NOTES ENERGY NOTES VENTILATION NOTES �4 Unit E1A, E16, E1C, E1D, E1E & E1F Floor Plans E$ Building Type H Building Elevations & Sections <br /> U5 Unit E1A, E1B, E1C, E1D, E1E & E1F Framing Plans Eg Building Type 1 Building Elevations & Sections <br /> l. Comply with 2012 LRC and all applicable codes and ordinances of the local Reference: 2012 International Energy Conservation Code of The State of Washingtou 1. Design Criteria: 2012 International Residential Code and the 2012 U6 Unit E1A, E1 B, E1C, E1 D, E1 E & E1 F Eleetrieal Plans � co � <br /> � � <br /> jurisdiction and the State of Washington. (20i2 IECC-WA)Chapter 4 using climate zone catagory 5 & marine 4 for all [nternational Mechailical Gode�vith Washingtoii State amendments. U7 Unit E3A, E3B, E3C & E3D Floor Plans S-1.0 S#ruetural Notes � � <br /> 2. Do not scale drawings. calculatiotis. 2. System Type: Whole house ventilation system using exhaust fans per section U7.1 Unit E3A & E3B Floor Plans � � �� � <br /> 3. Verify all rough-in dimensions for equipment provided in this contract or by All residential units shall com l witb the Re uirements B Com onent`I'able 402.1.l. M1507.3.4 o eratin intermitteutl usin table MI507.3.3 2 . S-1.1 Structural Notes and Schedules o �- <br /> others. � �' y �� y p � p � g y � � � � U8 Unit E3A, E3B, E3C & E3D Framing Plans S-1.2 Shearwall Schedule and Details � <br /> A�l rou h-ins shall be a roved and fireblockin sha11 be installed rior to �ncluding but not litnited to the following. Associated Notes/Details 2.1.1. Unit E Min required Whole House Fan (Qf=Qr/(Ef)} Qf= � <br /> g pp g � Code Requirements Showing Compliance 45cfm/1x0.5 =90cfm �� 50%operationai time, switchin�on at U9 Unit E3A, E3B, E3C & E3D Electrical Plans 5-1.3 Holdowns Schedule and Details <br /> framing inspectioil. ,, - <br /> 4. Verify size and l�catiotl ofand provicie all openings through floors and walls, Window U-Fact�r 0.�0 Insulation Notes Ul, U4, U7, U10 & U13 least once ever 3 hours. 1,0 max Sone rating. _ U10 Urtit F Floor Plans S-1.4 SWSB Details � <br /> furring, anchars, inserts, roi► h bucks and backin for surface mounted items. Ceiling R-Value R-49 17/D1 2.1.2. Unit E1 Min. required Whole H�use Fan (Qf-Qrl(Ef})Q� U11 U►�it F Framing Plans � <br /> g � S-6.0 Typical Concrete Details co <br /> S. Provide fi�rrin as re uired to conceal mechanical and electrical work in all Wood Frame Wall R-Value R-21 il�t�. 1 3, &4 l Dl 45efm/1�0.5 =90cfm @50%operational tima switching on at � � , <br /> g q ' U12 Unit F Electrical Plans �_g.p Typical Floor Framing Details � � o <br /> fnished areas. Floor R-Value R-30 5 /Dl least once every 3 hours. 1.0 max Sone rating. a N - <br /> 6, All swinging doors not located by dimensions on plans, interior elevatio�ls, or Below Grade Wall 10115/21 int. +TB � NIA 2,13. Unit E3 Min. req�iired Whole House Fan (Qf=Qr/(E�)Qf- U13 Unit G Floor Plans S_g.� Typical Roof Framing Details � � o <br /> details shall be 3" from face of stttd to edge of rough openings or centered Slab R-Vahie& Depth R-10,2ft, or top of ftg. 1, 9, &10/D2 45cfmllx0.5 =90cfin�50°!0 operationa(time switching on at U14 Unit G Framing Plans S_g 2 Framing Details <br /> between room partitions as shown. "int." (intermediate framing) denotes standard framing 1b" o.c. with headers least once every 3 hours. lA max Sone rating• U15 Unit G Electrical Plans S_g.g Framing Details- Unit E1C & D � <br /> 7. Plans are drawn assuining the following rough openings: insulated�vith a min. of R-10 (see 61D4)and corners fully insulated (see 41D3}. 2.1.4. Unit F Min. required Whole House Fan(Qf=Qr/(E�)Qf= <br /> Swin in doors: Nominal size+2". _ o U16 Unit E Interior Elevations & Stair Plans S_g 4 Framing Details- Unit E1 B,D,F & E3 <br /> � g g All i�nits need to have a certrficate posted within 3 feet of the electrical distribution pane� 45cfm/1x0.5 -90cfm @50/o operational time switching on at � <br /> Bi-Fold doors: Nomina( size+1-1/2". � U17 Unit E1 Interior Elevations & Stair Plans Framin Details - Unit E & E3 � � � <br /> �� Iistiing tha following information: R-values,U-values, duct air leakage test results, ieast once every 3 hours. 1.0 maX Sone rating. S-9.5 9 <br /> Bi-Pass do�rs: Nominal size+Q . ;; V ' <br /> Windows: Nominal size+p", building envelope air leakage test results,types and efficiencies of heating, coolin�and 2.1.5. Unit G Min. reQuired Whole House Fan(Qf=QrJ(Ef))Qf= U18 Unit E3 Interior Elevations & Stair Plans 5_g g Framing Details- Unit G & F m -� <br /> Sliding glass doors: Nominal siae-�0". service water heating equipment per R40I3 60efm/1�0.5 = 120cfm (�50% operational time switching on at U19 Unit F Interior Elevati0ns & Stair Plans � � j <br /> A l l insu l ation installation s k�a ll com pl y with table 402.4.1.1 least once eve ry 3 hours. 1.0 max S�ne ratin g. � � a � <br /> 8. Fill wllere required with earth free from organic materiaL Compact fill in � U20 Unit G Interior Elevations & Stair Plans D1 Details � p ' <br /> � 12" layers maximum. All units need to be tested and verified as having an air leaka�e rate not exceeding 5 air 3. Specifics: See Electrical Plans for Whole Hoti�se Fan and Air inlet locations <br /> 9. "Finish Floor" refers to the tap of conerete slab or top af woad tloor changes per hour per R402.4.1.2 4. Outdoor air inlets shall be provided by means of operable poc-ts in window D2 Details � <br /> sheathing . � AI[mecl�anical duets in unheated space shall be insulated to a minimum of R-8 per R403.2.1 frames each inlet providing a minimum of 4 sqiEare inches each and all doors F� Building Type A Foundation Plan D3 Details � � • <br /> 10.EXterior walls shall be 2X6 studs at l6" o.e.and interior walls shall b�2�4 Meck�ai�ical ducts shall be sealing tested per R403.2.2 and WSU�RS-33 shall be lindercut'fa" miniinum above the finish floor. F� Buifding Type A Shear Plans D4 Details � � <br /> studs at 16" o.c. unless noted otherwise. Hot wapter piping shall be insulated to a minimum of R-4 in both heated and unheated spaces F3 Building Type A Roof Framing Plan D5 <br /> � 1l.Unless otherwise noted,plan dimensions are to faee of studs and faee of er R403.4.2 Minimum Required Loeal Exhaust Rates�per section M1507.4 petails <br /> Water heaters in unheated spaces, or on coneret�f�t5�r�s�r't.11 be placed on minimi�m of R-10 F4 Buildin9 TYpe B Foundation Plan � tA <br /> - concrete �valls. � r D6 Details o � <br /> 12.Refer to in�erior elevations for cabinet and counter lengths, dime�lsions, incompressible insulatied surface per R403.43 5. Kitchen EXhaust fans shall be per Tab�le 1507.4 F5 Building Type B Shear Rfans �: Z <br /> countertap materials and detail reference. Verify all existing dimetisiotis Mechanical ventilation shall be pravided per R4Q3.5 (100 cfi�intermittezlt of25 c�m contiz�uous). F6 Building Type B Roof Framing P(an <br /> � before installation. Heating&Cooling ec{uipment shall be sized per R403.6 6. Bathroom/Toilet Rool�l BXhaust fans shall be Buildin T e C �� <br /> 13.Provide caullcing bet��een sole plates ancl�ubfloor and between rim joists at o F7 9 Yp Partial Foundation Plan <br /> A minimi�m of 75 lo of all permanently installed lamps in lighting fiXtures shall be (50 cfm interinitant or 20 cfm continuaus}. Buildin T e C Partial Foundation Plan <br /> botli top plate and subfloor. F8 9 YP <br /> 14.Hydrants shall be in service priar to start of framing, high-efficacy lamps per R4p4.1 � � � � � � � � � <br /> I5.Through penetrations and membrane penetrations of rated wa(t or A d di tiona l Energy E f f iciency Requiretn e n t s (E n e r g y C r e d i t s) p e r R 0 6 &T a b l e 4 0 6.2 F 9 Buildin g T y pe C Shear Pl a n s �1�+ <br /> floor/ceiling assembly will require firestopping per IFC 703. Unit El = Stnall Dwelling Unit- .5 po�n+�rP�P�I ' ' + Building Type C Roof Framing Plan = <br /> F10 . <br /> . . � F `r/Li4�TI A�tE� € � �. <br /> See detail 13/Dl for diagram of specifics. Option S,b Efficient Water Heating 1.5 po�nts provided .�� E < <�� -- � � � t�- x. �-��- ��� Bui[ding Type D Fa�ndation Plan � � � <br /> 16.Milbrandt Architects is not responsible for construction means, methods, Unit E3 =Medium Dwelling Unit- 1.5 points required H=�rra�E� ; , ; , -- F�2 Buifding Type D Shear Plans � � <br /> techni ues or rocedures or for the safe recautions and ro rams in O tion Sb Efficient Water Heatin 1.5 oints rovided � �"'""� � � <br /> � �q p � h'p p b� P � � P P � F��l rX „r��� � �� , { ' -�� � <br /> connection with tl�e work, and is not responsible for the failure of any See Insulation Notes on the Unit Plans, and Inst�latiau and �,nergy Notes on sheet D5. � ; � � t '�; ��' � F1 g Building Type D Roof Framing Plans � <br /> � contractor or subcontractor to carry out the work in accordance with the Unit E Option Sb 1.5 points _ � � ; `_ ��� '� [ '� � �� F14 Building Type E Foundation Plan � � � <br /> various contraet documents and or gover►ling jl►risdiction, regardless of what Unit El Option Sb 1.5 points � --- ;�-� -; `--%� � . F15 �uilding Type E Shear Plans � �' � <br /> is shown on these drawings. Unit E3 Option Sb 1.5 points � --� , �`� � � � f�`RG�.I�CT F16 Building Type E Roof Framing Plan � � <br /> Unitk' O tion Sb 1.5 oints ����-- ; , ;�`�' ; � ;F � � ' ' � �j <br /> P p <br /> � ' Unit G Option Sb 1.5 points �_� � j' �;�� � ��� �� � F�7 Building Type F Par�ial Foundation Plan � �, <br /> F,��F,r ; � Building Type F Partial Foundation Plan � � � U <br /> DEFERRED SUBMITTALS . -c ��fy����.�� � � � � F18 � �, N <br /> � sra�ru�� � E ��g Building Type F Shear Plans � � <br /> `�''�' ' � Buildin T e F Roof Framin Plan /� � � � <br /> ,;r. G F20 9 Yp 9 <br /> Sl�op drawings and calculations are required for: A��ESS�B'�'T� _ -_� F, ,r,,.r� � � F21 Building Type G Foundation Plan `� Q Ri 3 <br /> - ✓r„J�r�,� �. <br /> � 1. Roof trusses. See notes on sheet S l. Dxawings and calctilations will be ��,�-�� �r����� � � � ��r� � � F22 Building�Type G Shear Plans � • � .� � .� <br /> reviewed and stamped by a State of Washington Registered Engineer. � ��, ; �F;aFraRr �� �' � � ' +•+ � <br /> �;�. F23 Building Type G Roof Framing Plan � � � <br /> 2. Firestopping d�tails. Firestopping methods and materials shall be All residential buildings are constructed under the 2012 IRC and per R32Q m��sY `� �' j '� �ti Buildin T e H <br /> � F24 9 Yp Partial Foundation Plan U �j s�. � <br /> determined by the Contractor except where details or notes are indicated in �neet the provisions of 2Q 12 IBC - Chapter 11 for Group R3 accupancy. As .; � �' � Z <br /> � � � � F25 Building Type H Partial Foundation Plan W � <br /> these drawings. Firestopping locations are inclicated in part by detail 13/Dl. shown below this projeet is exempt from all aecessibility reqtiireinents. , � ti > <br /> Contraetor shall subinit UL assembly details and product cuts of all relevant � � -�� '� ' `` � �� �� F26 Building Type H Shear Plans � � W � <br /> .j � � /``,� O <br /> situations to the Architect for conformance to the building design. Upon the iBC Chapter i l -Accessibility: szr��% � � � � �, F�7 BuildiCtg Type H Roof Framing Plans � � � � <br /> Architect's a � roval the shall be submitted to the Buildin Q�cial for � All proposed units are multistory units and are eXempt from ace�ssibility �'� _ � �;�y����--�-�---� � FZg g yp Partial Foundation Plan � <br /> PP � Y g , ' - ��. Buildin T e I <br /> re uirements er I 107,7.2. e�Rert ti f <br /> approval. Firestopping shall not be installed without City approvaL q P- � � � � + � � Buildin T e I � <br /> • In Grou R3 wliere there are no re uired accessible T e A or T e B �`���`� �� �� � r �� '� F29 � � 9 Yp Pa�tial Foundation Plan � � <br /> _� 3. Eleetrical and Plumbing design and drawings. � q yp yp ����'��'Y � �� f ���"������� � � <br /> PZ � <br /> units there are also no accessible parking space requirements per 1106.2. �4�� � �' `' ' ��� o` � F30 Building Type I Shear Plarls � � <br /> 4. Pre-en ineered and er-fabricated deck and stair uardrail and hatidrail ' `� ��f� �� � <br /> systems. Drawings and calculations shall be revie ed and stamped by a State ' Accessible entrances are not reauired to units that are not Type A or ` �` � -- ��' `�`, � F31 Building Type I Shear Plans � <br /> ft'ype B per 1105.1.6.2 Buildin T e I Partial Roof Framin Plan <br /> of Washingtot� Registered Engineer, F32 9 YP g c� r" � � <br /> • Accessible routes are not required as there are no accessible buildin�s, o <br /> units or parking within the project per 1104.2 & 11043. V� ,,,�� � ��� ��� F33 Building Type I Partial Roof Framing Plan � <br /> � <br /> � <br /> W <br /> N.I.S. <br /> � <br /> DESIGN LOADS = <br /> � ; 1ob No.: 1�3-47 <br /> � <br /> See sheet 51.0 and Sl.l for Design Loads. � Sheet No.: <br /> Q . <br /> � A � <br /> Sheet Order: A B U F R E S D I � . <br /> z <br />