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■ ■ <br /> � ' �' <br /> : <br /> �� ' � �� � <br /> � ■ �� f �: � �'� � 11� � � : � <br /> � � C' �il ;� � � � Si ' <br /> � �, „�� �; : <br /> . 2� c��irra� �Npy�y �u��t�2 t o'; � <br /> Eve rett Vi/as h � n to n ���,����������°����� :����� : <br /> , g �������������,��3��E�������, : <br /> ��� ��������������{����� <br /> � � ; . . . <br /> '�:,;: j�.�:.:k .:.,,;. ,: ........:: . :..>...f::: . <br /> 0 on <br /> � <br /> �5052 REGISTERED <br /> ARCHITECT <br /> �� <br /> PROJECT TEAM PRQjECT INFORMATI4N RATED ASS�MBLtES LIST CJF DRAWINGS ROBERT E. WEIBLE <br /> STATE OF WASHINGTON <br /> Assembly Fire Rating � De�ail � <br /> Owner/Develaper Polygon WLH; LLC Project Naine: Eclipse <br /> 11624 SE Sth Street, Suite 200 Scope: New construction,of one hundred ninety t]90)3 story Common walls separ�ting dwelling units: 2-hour 8/D1 A1 Cover Sheet � <br /> Bellevl�e, WA 98005 Townhome units within thirty three (33) separate buildings. A2 Site Plan ? � <br /> (425} 586-7700 EYterior walls X 5-feet to assutned shared 1-hour 4fD t � �; <br /> S I T E 1 N fQ RMAT 14 N prope��lne: � <br /> Architect: Milbrandt Architects, Inc., P.S. B2 Building Type B Building Floor Plans � <br /> 25 Central Wayy, Suite 210 Exterior walis X 5-feet or perpendicular non-rated 1/D 1 •a' <br /> Kirkiand, WA 98033 Site Address: 2808 36th Pl. to assumed shared property (ine: U4 Unit E1A, E1 B, E1C, E1 D, E1 E & E1 F Floor Plans a <br /> � (425)454-7130 Everett, WA 98201 <br /> � Walls separating private garages from living %° GWB garage side 3/L�l U5 Unit E1A, E1 B, E1 C, E1 D, E1 E & E1 F Framing Plans `^: <br /> �.. <br /> Structural Engineer CT Engeneering,Ine. Land Use Zone: Watei-front Coininercial space: Ug Unit E1A, E1 B, E1 C, E1 D, E1 E & E1� Electrical Plans � � <br /> 180 Nickerson St. Suite 302 � - <br /> Seattie, WA 98�49 � Unit Count: E Townhome 28 Floor separating private garages from living %" GWB garage eeiling � 61D1 U7 Unit E3A, E3B, E3C & E3D Floor Plans � <br /> (206)285-4512 F Townhome 36 space: U7.1 Unit E3A & E3B Floor Plans � <br /> G Townhome 36 �g Unit E3A, E3B, E3C & E3D Framing Plans s <br /> Civil Engineer/Surveyer Care Design, Inc �;1 TQwrzhome 60 Penetrations(Firestapping): Per situation 13/D 1 � a � <br /> 1.4�11 NE 29th Place, Suite 101 E3 Townhome 30 U9 Unit E3A, E3B, E3C & E3D Electrical Plans I � <br /> Bellevue,WA 98007 Total � �� 190 Membrane penetrations by ducts in garages: 26 ga. steel ducting 5/D1 U17 Urtit E1 Interior Elevations & Stair Plans � <br /> (425) 885-7877 � � � <br /> U18 Unit E3 Interior Elevations 8� Stair Plans <br /> Landscape Architect Core Design,lnc Parking: Garage Single 60 � <br /> Garage Side by Side 132 � � <br /> 14711 NE 29t11 Place, S�iite 101 Garage Tandem 128 F4 Quilding Type B Foundation Plan � � � <br /> � Bellevue, WA 98007 Standard Site 25 F5 Building Type B Shear Plans o �g' <br /> (425) 885-7877 Parallel Site 8 � <br /> Apron Open 256 F6 Building Type B Roof Framing Plan v <br /> Tatal 609 z 0 <br /> GEN ERAL NOTES EN ERGY NOTES VENTI LATION NOTES R2 Building Type 6 Roof P,an <br /> E2 Building Type B Building Elevations & Sections <br /> 1. Comply with 20121RC and all applicable codes and ordic�ances of the local Reference: 2012 International Energy Conservation Code of The State af Washington 1. Desig�l Criteria: 2012 Interi�atiQnal Residential Cade and the 2012 � � � � <br /> jurisdiction and the State of Washin�ton. (2012 IECGWA)Cliapter 4 using climate zone catagory 5 & marine 4 for all lnternational Mechanical Cocle with Washin�ton State amendmen.ts. � �' � <br /> 2. Do not scale drawin s. � � S-1.0 StruCtural Notes � N <br /> g calcuJations. 2. System Type: Whole house ventilation sy�stem using exh���st fans per section � <br /> 3. Verify all roiigh-in dimensions for equipment provided in this contract or by All residential G�nits sha11 comply with tile Requirements By Component Table 402.1.1. M 1507.3.4 operating intermittently usiug table M1S07.33(2). S-1.1 Structural Notes and Schedules c � � <br /> others. Including but not limited to the following: Associated Notes/Details 2.l.l. Unit E Min required Whole House Fan(Qf=Qrl(E�)Qf= S-1.2 Shearwall Sehedule and Details � <br /> � ��1 rough-ins shall be approved and fireblocking sha11 be installed prior to� Code Requirements Showing Coimpliance 45cfm/ix0.5 �=90cfm (a� 50%operational time swite}iing on at � <br /> framing inspection. -' ' S-1.3 Moldowns Schedule and Details � <br /> 4. Verif size and location of and rovide all o enin s thrau h floors anci walls W�ndow U-Factor 0.30 Insulation Notes U 1, U4, U7, U 10 & U t3 least once ever 3 hours. 1.0 ma�Sone rating. <br /> Y P p � g � S-1.4 SWSB Details /�� <br /> fiirrin anchors inserts rou h biicks and backin for sLtrface mounted items. Ceiling R-Value R-49 17/Dl 2.1.2. Unit E1 Min.required Whole House Fan(Qf=Qr/(E�)Q� � <br /> g� � � g g o T ical Concrete Details �� � <br /> 5. Provide fiirring as required to conceal mecha�ical and electxieal work in alI Wood Frame Wall R-Value R-21 int. l, 3, &4/Dl 45cfm/1x0.5 =90cfm @50% operational ti�ne swatching on at S-6.0 Yp � � � <br /> finished areas. Floor R-Value R-30 5 / Dl least once every 3 hours. I.0 max Sone rating. S_g_p Typical Floor Framing Details � � <br /> 6. All swinging doors not located by dimensions on plans,interior elevations, or Below Grade Wall 10/15/21 int. +TB N/A 2.1.3. Unit E� Min. required Whole House Fan(Qf=Qr/(Et))Qf= S_g � Typica) Roof Framing Details s Q � � <br /> details shall be 3" from face of stud to edge of rough openings or centered Slab R-Value&Depth R-10, 2ft, or top of ftg. 1, 9, &10/ D2 45cfm/1x0.5 =90cfm @SO% operatio�lal time switcl�ing on at S_9 2 Framing Details � � <br /> between room partitions as sl�own. "int." (intermediate framing) denates standard framing 16" o.c. with headers least once every 3 hours. 1.0 max Sone rating. � � <br /> 7. Pl�ns are drawn assuming the follo�ving rough openings: insG�lated with a min, of R-10(see 6/D4)and corners fully insulated (see 4/D3). 2.1.�. Unit F Min. required Whole House Fan (Qf-Qr/(Ef�)Qf- S-9.3 �raming DetailS- Unit E'!C & D � <br /> Swinging doors: Nominal size+2". All L�nits need to have a certificate posted within 3 feet of the eleetrical distribution panel 45cfm/1x0.5 =90cfm @50% operational time switching on at 8_9.4 Framing Details- Unit E4 B,D,F & E3 „ � � <br /> Bi-Fold doors: Nominal size+1-1/2". listing the follow�ing information: R-values, U-values, duct air leakage test results, least once every 3 hours. 1.0 max Sone rating�. g_g 5 Framing Details- Unit E & E3 <br /> Bi-Pass doors: Nominal szze+0". buildin envelo e air leaka e test results es alld efficiencies of heatin cooiin and 2.1.5. Unit G Min. re uired Whole House Fan f- rl E � � � m � � <br /> ,� � A � � �'P g, g a �Q -Q � �)Q _. <br /> Windows: Nominal size+0 . S-9.6 Framing Details- Unit G & F a <br /> � Sliding glass doors: Nominal size+0". service water heating equipment per R401.3 60efmfla0.5 = 12Qcfm @50°l0 operational time�sw�tching on at � '� 3 � <br /> 8. Fill where required with ear�th free�from organic materiaL Compact fill in All insulation installation sl�all comply with table 402.4.1.1 least ance every 3 hours. 1.0 maX Sone r�tirtg. � m a � <br /> 12" layers maximum. All units need to ba tested and verified as having an air leakage rate not exceeding 5 air 3. Speeifies: See Electrieal Plans for Wliole House Fap axid Air inlet locations D1 Details � � <br /> 9. "Finish Floor° refers to the top of concrate slab or top of wood floor changes per hQur per R402.4.1.2 4. Outdoor air inlets shall be provided by means of operable ports in window D2 Details � � <br /> . sheathing . AI�mechanical 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 square inches each and all doors D3 Details � � <br /> 10.EYterior walls shall be 2x6 studs at 16" o.c. and int�rior�valls shall be 2X� Mechanical dtiicts shall be sea�ing tested per R403.2.2 and WSU RS-33 shall be undereut z" minimum above the finish floor. � <br /> studs at 16" o.c., unless noted otherw-ise. Hot water piping shall be inst�lat�cl to a minimum of R-4 in both heated and unheated spaces D4 Details � <br /> 11.Un(ess otherwise noted, plan dimensions are to face of studs and face of per R403.�,2 Minimum Required Local Exhaust Rates per section M 1507.4 D5 Details � � <br /> concrete walls. Water heaters in unheated spaces, or on coneret�fl�ars-sirall be placed on minimum of R-1Q � � D6 Details � N � <br /> � 12,Refer to interior elevatians for cabinet and counter lellgths, dimensions, incompressible insulated surface pei-R4Q3.4.3 5. Kitcheii EYhaust fans shall be per Table 1507.4 �%+ Z <br /> countertop materials and detail reference. Verify all existing dimensions Mechanical ventilation shall be provided per R403.5 (100 efm intermittent of 25 cfm continuous). � <br /> before installation. Heating&Cooling equipinent sha11 be sized per R403.6 6, Bathroom/Toilet Room EYhaust fans shall be <br /> 13.Provide caulking between sole plates_and subfloor and between run joists at A minimum of 75%of all permanently installed lamps in lighting fixtures shail be (50 efm intermitant or 20 cfm continuous). <br /> both top plate and subfloor. <br /> �_ 14.Hydrants shall be in sarvice prior to start of frainiflg. high-efficacy lamps per R4Q4.1 � � � �� - -��� � <br /> 15.Throu�h penetrations and inembrane penetrations of rated wall or Additional Energy Efficieucy Requirements(Energy Credits)per R06 &Table 406.2 � <br /> floQr/ceililig assembly will reQuire firestopping per IFC 703. Unit E1 = Small Dwelling Unit- .5 po�Y,r� rP�: � <br /> See detail 13/D1 for diagram of specifics. Optian Sb Efficient Water Heating 1.5 points provided � � <br /> � 16.Milbrandt Architects is not responsible for construction means,methods, Unif E3 =Medium Dwelling Unit- 1.5 points required � <br /> � techniques or procedures, or for the safety preeautions and progranns in Option Sb Efficient Water Heating 1.5 points provided ,�� r : - � `� <br /> � connection with the work, and is not responsible for the failure of any See lr�sulation Notes on the Unit Plans, anci Insulation and Energy Not�s on sheet D5. � � ; � i �✓�'��r��E�' ; ; �� <"� � � � <br /> contractor or subcontractor to carry out the work in accordance with the Unit E Option Sb 1.5 points �°-����` _�� Y ��� ���"! �- ��� � � � �_ <br /> various contract doc�unents and or overnin urisdietion re ardle�s of what �'��'" � FE ' - t� ' �``� � <br /> � g.1 � g Unit El Option Sb 1.5 points _ � `` z._�.. � � <br /> 3t 4: t fi .C- � ��� <br /> is shown on these drawings. � Ff��i� ,a r� 4 �-� � � I. � Y` � ; � <br /> Unit E3 Option 5b 1.5 points � � � � � , s , , �`` <br /> E � _ �_� � 0 0 <br /> Unit F Option Sb l.5 points -r p � � ���r <br /> Unit G Option Sb 1.5 points � '-' { "� '�� �-��� � � � � � <br /> � � �� � � . <br /> � �{ � ;�Y �j k' � � <br /> DEFERRED SUBMITTALS �� - ; � t;=� = t ; �,�!' PR°�F�'� t/� � _ � <br /> i_,_ �; , � �' 4J � � <br /> Sho dc•awin s and calculations are re uired for: ����vy'�'�� " • ; ���`F„�rr , �` ;� j" �� � � � � <br /> � g q �Fx���,�.��- � . � 0 3 <br /> l. Roof trusses. See notes on sheet S 1. Drawings and calculations will be �` �'T�°r'��' � " � .,� � .� <br /> rev'tewed and stamped by a State of Washington Registered Engineer. ��TT; � ! Building Type B � � � i <br /> All residential buildings are constructed under the 2012 IRC and per R320 must � �,,, <br /> 2. Firestopping details. Firestoppina methods and materials shall be meet the rovisions of 2012 IBC- Cha ter 11 for Grou R3 occu anc �. As ,�, units Lower Level_ Middle Level Upper�evel � � <br /> P p P P � �-E��kchEEfv � ', ' - � ,��'r i <br /> determined by the Contractor except where details or notes are indicated in shown below this project is e�empt from all accessibility requirements. . «�--, F�^r����?� � , s�r� � Name Unit Count Garage Unit Porch/Pati Unit Deck/Patio Unit DecklPatio O � Z <br /> these drawings. F�irestopping locations are indicated in.part by detaii 13/Dl. � � � e" � '""'��"° � � � <br /> {���; j �r��r.�Rr �' � E1C 1 322 208 95 569 0 555 0 � W � <br /> Contractor shall submit UL assembly details and product cllts of all relevant �BC Cha ter 11 -Accessibili ��� F � � � � � � � � � � � � � � �� � <br /> p �'' � � E1D 2 644 416 190 1150 0 1122 0 <br /> situations to the Architect for conformance to tl�e building design. Upon the , � �� � � <br /> All proposed i�nits are multistory units and a�e exempt from access�bility <br /> Arehitect's approval,they shall be submitted to the�Building Official fax requireinents per 1107.7.2. '�f � � � � �1F 1 322 208 44 575 0 561 0 '� <br /> ,. <br /> approval. Firestapping shall not be installed without City approvaL . ln Group R3 where there are no required accessible Type A or Type B _ _ '. o- � � ���� � E3A 1 389 275 6� 646 Q 627 0 � �1 <br /> � 3. Electrical and Plumbi�ig design and drawin�s, ��nits there are also no aceessible parking spac�requirements per 1 106.2, ���,� �j m �t � ' E3B 1 389 275 69 652 0 633 0 � <br /> � i ._ � <br /> 4. Pre-engi��eered and per-fabrieated deck and stair guardrail and handrail • Aceessible entrane�es are not required to ui�its that are not Type A or `� � `�' � Q Q <br /> .>r , \ �._,___,_- <br /> :���� <br /> systems. Drawings and calculations shall be reviewed and stamped 6y a State Type B per 1105.1.6.2 r-✓F,�€-rr �� �`1 .=F --- ---��` � � <br /> • Accessible routes are not r.e uired as tilere are no accessible buildin s cq'�`� ` Z ' �, <br /> af Washington Registered Engineer. q � � � cav�vrK�r �, ,�: f � �oW��� � � � c� � <br /> ,r�u� � � �-1 , �� J �� , Per Floor SF 2Q66 1382 467 3592 0 3498 0 � <br /> � units or parking within the p�oject per 1104.2 & 11043. � <br /> ��f f a-,�� "�<,k �'�f r <<<���.,` Building Footprint SF 3915 guilding Footprint includes Unit, Garage, Porch, and Patio Square Footage � a <br /> Building Impervious 4459 Building Impervious includes Overhangs, Patios, Decks and Porches � <br /> D ES 1 G N LDADS V 1 C 1 N 1 TY MA P Building Total Heated SF 8472 Building Heated Square Footage � <br /> ; 1ob No.: 13-47 <br /> N.I.S. Building Total SF 11005 Building Total SF includes Unit Heated, Garage and Porch/Patio SF o <br /> See sheet S 1.0 and S 1.l for Design Loads. Sheet NO.: <br /> Q <br /> � A1 <br /> Sheet Order: A B U F R E S D I �. <br /> _ <br />