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<br /> �5052 REGISTERED
<br /> ARCHITECT
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<br /> PROJECT TEAM PRO)�CT INFURMATION RATED ASSEMBLIES LIST OF D� VY 11VG�? ROBERT E. WEIBLE
<br /> STATE OF WASHINGTON
<br /> Assembly Fire Rating Detail
<br /> Owner/Developer Polygon WLH, LLC Project Name: Eclipse
<br /> 11624 SE Sth Street, Suite 200 Scope: New constcuction Qf one hundred�ninety(1.90)3 story Common walls separating dwelling units: 2-hour 8/D 1 A1 Cover Sheet � �� �
<br /> Bellevue, WA 98005 Townhome units witlun thirty three(33) separate buildings. A2 Site Plan ?
<br /> (425) 586-7700 Exterior walls X 5-feet to assumed shared 1-hour 4/Dl �;
<br /> SITE 1 N�ORIVL�1T101`I property line: �'
<br /> Architect: Milbrandt Architects, Inc.,P.S, g5 Building Type E Bu,ilding Floor PIanS �
<br /> 25 Central Way, Suite 210 EXterior walls X 5-feet or perpendiGular non-rated 1/D 1 �'
<br /> Kirkland, WA 98p33 Site Address: 2808 36th Pl. to assum�d shared prop�rly lin�. ,�
<br /> (425)454-7130 U1 Unit E Floor Plans
<br /> Everett, WA 98201
<br /> Walls separating private garages from living �/2" GWB garage side 3/D1 U2 Unit E Framing Plans �
<br /> Structural Engine�r CT �ngeneering, Inc. Land Use Zone; Waterfront Commercial space: U3 Unit E EleCtrical Plans �
<br /> 180 Niekerson St. Sui�e 3Q2 � � �
<br /> Seattle, WA 98109 Unit Count: E Townhome 28 Floor separatin�private garages from living %" GWB garage eeiling 6/Dl U10 Unit F Floor Plans �
<br /> (2Q6)2$5-4512 F Townhome 36 space: U11 Unit F Framing Plans �
<br /> Civil Engineer/Surveyer Co�e Design, Ine G Townhome 36 Penetrations(Firestapping): Per situation 13/Dl U12 Unit F Eleetrical Plans a
<br /> 147ll NE 29th Place, Suit� 101 E1 Townhome 6Q U13 Unit G Floor Plans -�
<br /> E3 Townhome 30 � �
<br /> Bellevue, WA 98007 Total 190 Membrane penetrations by ducts in garages: 26 ga. steel ducting 5/D1 U14 Unit G Framing Plans �
<br /> (425) 885-7&77 � -
<br /> U15 Unit G Electrical Plans �
<br /> Landscape Architect Core Design,Inc Parking: Garage Single 60 U16 Unit E Interior ElevationS & Stair Plans �
<br /> 147ll NE 29th Plaee, Suite l01 Garage Side by Side 132 0
<br /> Bellevue WA 98007 Garage Tandem 128 U19 Unit F Interior Elevations & Stair Plans �'
<br /> (425) 885-7877 Standard Site 25 U20 Unit G Interior Elevations & Stair Plans o �
<br /> Farallel Site 8 �
<br /> Apron Open 256 ' u
<br /> Total 609 F14 Building Type E Foundation Plan Z �
<br /> GEN ERAL N07ES E�I ER�Y l�4TES VEl�TI LATION NO�'ES F15 Building Type E Shear P,ans
<br /> F16 Building Type E Ropf Framing Plan
<br /> l. Comp�y with 2p 12 IRC and all applicable codes and ordinances af the local Reference: 2012 Internatianal Energy Conservation Code of The State of Washington 1. Design Criteria: 2012 International IZesidential Code and the 2012 Buildin T e E °' �
<br /> jt�risdiction and the State of Washington. (2012 IECC-WA)Chapter 4 using climate zone catagory 5 & marine 4 for all International Mechanical Code with Washington State ame�dments. R5 9 Yp Roof Plan o �
<br /> 2. Do not scale drawings. calculations. 2. System Type; Whole house ventilation system using exhaust fans per section � �
<br /> 3. Verify all rottgh-in dimensions for equipment provided in this contract or by All residential units shall comply with the Requirements By Compouent Table 402.1.L M15073.4 operating inter�nittently using table M1507.3.3(2). E5 Building Type E Building Elevations & Sectipns o �"
<br /> others, Inch►ding but nat limited to the following: Associated Notes/Details 2.1.1, Unit E Min reQuired Wl�ole House Fan (Qf Qr/(E�)Qf�
<br /> All rough-ins shall be approved a�d fireblocking shall be install�d prior to Gode Requiremei�ts Showing Compliance 45cfinl1X0.5 =90cfm @ 5Q%operatianal time switehing on at
<br /> frarning inspection. ' S-1.0 StruCtural Notes
<br /> � 4. Verify size and tocation of and provide all openings through floois and walls, Window U-Factor 0.30 Insulation N�tes Ul, U4, U7, U10 & U l3 least once ever 3 hours. 1.0 max Sane rating. �
<br /> fiu�ring, anchors, inserts,rough bucks and backing for surface mounted items. Ceiling R-Val�ae R-49 17/D 1 2.1.2. Unit E 1 Min. required Whole House Fan(Qf=Qr/(E�}Qf= S-1.1 Structural Notes and Schedules
<br /> 5. Pravide furring as required to canceai meehanieal and electrical wQrk in all Wood Frame Wall R-Value R-21 int. 1, 3, &4 l D1 45cfin/1XO.S =90cfm @50% operationa�time switching on at 5-1.2 Shearwall Schedule and Details � � w �
<br /> finished areas. Floor R-Value R-30 S /Dl least once every 3 hours. 1.0 max Sone rating. S-1.3 Holdowns Scttedule and Details � � � N
<br /> 6. All s��ii�gi�g doors not located by dimensions on plans, interior elevations, or Beiow Grade Wall 10115I21 int. +TB N/A 2.1.3. Unit E3 Min. re quired Who�le House Fan (Qf=Qr/(E�)Qf= S-1.4 S W S B D e t a i l s � Q, o
<br /> detaiis 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. l, 9, &10/D2 45cfm/1Y0.5 =90efm @50l0 operational time switching on at T ica
<br /> between room partitions as shown. "int," (intermediate framing)denotes standard framing 16" o.c. with headers leas#once every 3 l�ours. 1.0 max Sone rating. S-6.0 Yp� I Concrete Details �/� �
<br /> 7. Plans are drawn assuming the following rou�h openings: insulated with a min. of R-10 see 6/D4 and corners full uisulated see 41D3 . 2.1.4. Unit F Min. re uired Whole House Fan f r/ E f- S-9.0 TypiCal FlOor Framing Details ���
<br /> Swinging doors: Nominal size+2". � � � y � � q o �Q -Q �� �� Q � � �
<br /> All uaits need to ha�e a certificate posted within 3 feet of tha eleetrieal distribution panel 45cfm/1X0.5 =90cfin @50% operational time s,witching on at ,�_g.q Typical Roof Framing Details ,�
<br /> Bi-Fold doors: Nominal size+l�U2". listing the following information: R-values,U-values, duct air leakage test results, least once every 3 hours. 1.0 max�Soae rating. S_9.2 Framing Details �
<br /> Bi-Pass doors: Nominal size+0 , buildin envelo e ai�leaka e test results t es and efficienoies of heatin coolin and 2 �
<br /> �� �� � p g , yp � g, � g .1.5. Unit G Miq. required Whole Ho�ise Fan(Qf=QrO(E�)Q� � ;:. �
<br /> Windows: Nominal size+0 . g_9.3 Framing Details- Unit E1C & D - Q
<br /> Sliding glass doors: Nominal size+Q". service�water heating equipment per R401.3 60cfm/1x0.5 = 12Qcfm @50% operational ti.me switching ou at � '� m �
<br /> � 8. F i l l w h e r e r eq u i r e d w i t h e a r t h f r e e f r o m o rg a n i c m a t e r i a l. C o mp a c t f i ll i n All insulation installation shall com pl y with table 402.4.1.1 (east once ever y 3 hours. 1.0 max Sone rating. S-9.4 Framing Details- Unit E1 B,D,F & E3 m a �
<br /> 12" layers maximum. All unrts need to be tested and verified as having an air leakage rate nat eXceedulg 5 air 3. Specifics: See Electrical Plans for Whole House Fan and Air inlet locations g_9.5 Framing Details- Unit E & E3 � � p
<br /> 9. "Finish Fic�or" refers to th�top of concrete slab or top of wood floor changes per hour per R442.4.1.2 4. Outdoor air inlets shall be provided by means of operable ports in window S_g g Framing Details- Unit G & F �
<br /> sheathing . All mechanicat ducts in t�nY�eated spaee shall be insulated to a minimum of R-8 per R403.2.1 fraines eaeh inlet providing a minimum of 4 square inches each and all doQcs �
<br /> 10.EXteriar walls sh�ll be 2x6 studs at 1.6" o.c. and interior walls shall be 2x4 Mechanical ducts sl�all be sealing tested per R403.2.2 and WSU RS-33 shall be undercut%z" minimum above the finish floor.
<br /> studs at 16" o.c., unless noted other�vise. Hot�vater piping shall be iusulated to a minimi�m of R-4 in both heated atld unheated spaces D1 Details
<br /> ll.Unless otherwise nated, plan dimens�ons are to face of studs and face of per R403.4.2 Minimum Required�Locat Exhaust Rates per section M15p7.4 D2 Details
<br /> concrete walls, �ater heaters i�i unheated spaces,or on concret��r5�ral1 be placed on minimum of IZ-10 � � � � � �
<br /> D3 Details a �
<br /> 12.Refer to interior elevatioqs for cabitiet and counter�engths, diinensions, � �
<br /> incompressible insulated surface per R403.43 5. Kitchen Exhaust fans shall be per T'able 1507.4 �„ Z
<br /> countertop materials and detail reference. Veri�y all eXisting dimensions D4 Details
<br /> be�ore insta�lation. Mechanical ventitation shall be provided per R403.5 (1p0 cfm intermittent of 2S efm continuous).
<br /> Heatulg& Cooling equipment shall be sized per R403.6 6. Bathroom/Toilet Rootn Ethaust�ans shall be D5 Details
<br /> 13.Provide caulking between sole piates and subfloor and bet�veen rim joists at A minim�im of 75°l0 of all permanently installed lamps in lighting fiXtures shall be (50 cfm intermitant or 20 ctm continuous). D6 Details
<br /> both top plate and subfloor.
<br /> � 14.Hydrants shall be in service prior to start of framing. high-efficacy lamps per R404.1
<br /> � 1 S.Through penetrations and membrane penetrations of rated wall or AdditiQnal Energy Efficiency Requiremants(Energy Credits)per R06 &Table 406.2 .�.r
<br /> floor/ceilulg assembly will require firestopping per FFC 703. Unit E1 = Small Dwelling Unit- .5 po�nr�r�r„�rP�I �
<br /> � � See detail 131D� for diagra�n of specifics.� Option Sb Efficient Water Heating 1.5 points provided Q�
<br /> 16.Milbrandt Architeets is not responsible for eonstruction means, methods, Unit E3 =Medium Dw�lling Unit- 1.5 paints required �
<br /> techniques or procedures, or for tk�e safety prec�utions and programs in Option Sb Efficient Water Heating I.5 points provided _ � �
<br /> connection with the work, and is not responsible for the failt�re of any See Insulatian Notes on the Unit Plans, and Insulatioil and Energy Notes on sheet D5. € ; , _ �✓t���r,a��-�� i t � � �
<br /> contractor or subcontraGtor to carr out the work in aecordance with the � � � �� -�- �-���-- ��- �
<br /> y Unit E Option Sb 1.5 points � �� �� ! , � ; / �
<br /> various contract documents and or governing jurisdiction re�ardless of what "r�'�rT���� ? �a ;�
<br /> � Unit El Optian Sb 1.5 point� - a � � �� f � � � � �,..� � �
<br /> is shown on these drawrngs. Unit E3 Option Sb 1,5 points �.�cir`Ar� : �°+ ( ` ; � �"'�� � �
<br /> � + � �
<br /> Uz1it F Option Sb 1.5 points � � ` r-��� � ����; `� ;� � � �
<br /> Unit G Option Sb 1.5 points ��� _�{ � � F tq E� ; ��±_� 0
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<br /> DEFERRED SUBMITTA�.S �I T:� : � ��� r � f�% Pr�a��cr � � ,�
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<br /> �CC�SSIBILITY T` � � � �-J ` `{ � � � �
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<br /> � Shop drawings�nd calculations are req�ured for: r �����Kw fr �� s ' �
<br /> � �1r���c��a�-� � � � a � �
<br /> 1. Roof trusses. See notes on sheet S l. Drawings and calculations wi11 be _�.�sr��-u,�� � � � �
<br /> 41ST! i
<br /> � reviewed and stamped by a State of Washington Registerecl Engineer. t �` Building Type E � � � �
<br /> All residential buildings�are constracted under the 2012 IRC and per R320 must �F�� � � �
<br /> 2. Firestopping details. Firestopping methods and materials shall be � � ; _ � _ � � � � �
<br /> meet the provisions of 2012 IBC- Chapter 11 for Group R3 occt►pancy. As � ���,��,��j �� �
<br /> determin,ed by the Contractor e�cept where details or notes are indicated in _; ��N�,�,�� � � �(TE � � Units Lawer Level Middle Level Upper Leve!
<br /> shawn below this project is eXempt from all acces�ibility reqLurements. �� � Z
<br /> these drawings. Firestopping locations are indicated in part by det�il 13/Dl. ���` ' %���E��� � � � � � �
<br /> ��, } C�A�ETr�RY � � (
<br /> � Contractor sliall submit UL assembly details and product cuts of all relevaut � ,�� � / � � � W �
<br /> . IBC Chapter 11 -Accessibility: w ' ( � � �� Name Unit Count Garage Unit Porch/Patio Unit Deck/Patio Unit Deck/Patio
<br /> situations to the Architect for conformance to the building design. Upon the • All proposed units are multistory units and are exempt from accessibility s � ; �x � �
<br /> �' � Arc�z�tect's approval,tk�ey shall be submitted to tlae Building Official for I �: �� � � unit� 1 508 37 0 563 64 563 0 '� �
<br /> : requirements per 1107.7.2. ; - �
<br /> approval. Firestopping shall not be installed without City approval. . In Grollp R3 where there are no required aceessible Type A ar Type B ' � �-� � �� � � Unit F 2 1124 142 0 1310 132 1310 0 � �r
<br /> _._._:; r � �
<br /> 3. Electrical and Plumbing design and drawings. units,there are also no accessible parking space requirements per 1106.2. 5�,y� '; m � ' � Unit G 2 902 608 126 1656 150 1656 0
<br /> 4. Pre-engi�eered and per-fabricated deck and stair guardrail and handrail • Accessible entranees are not required to units that are not Type A or ��� � � ; ��� �_�---_� � Q,
<br /> � systems. Grawuigs and calculations shall be revlewed and stam ed b a State Type B per 1105.I.6.2 F��;��rr t ����-F� ��- -�-aa _ ��`��
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<br /> of Washington R�gistered Engineer. • �ccessib�e routes are not required as there are no a�cessible buIldings, ,, �> ,f�� � �o��-� �_ � � �
<br /> outi�r�r ��, f , � ,��� Per Floor SF 2534 787 126 3529 346 3529 0
<br /> units ar parking withit�the project per 1104.2 & 1104.3. cru� � � �, � Q �
<br /> ' t , ��•~� �. �� `����� Building Footprint SF 3447 Building Footpnnt includes Unit, Garage, Porch, and Patio Square Footage ccii �
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<br /> D ES 1 G N LOADS V 1 C I !� 1 Tl� MA P Building Impervious 4603 Building Impervious includes Overhangs, Patios, Decks and Porches �_
<br /> �
<br /> Building Total Heated SF 7845 Building Heated Square Footage �
<br /> 'o Job No.: 13-47
<br /> N.I.S. Building Total SF 10851 Building Total SF includes heated, Garage, Porch, and Patio �
<br /> See sheet S 1.0 and S 1.1 for Design Loads. Sheet No.:
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<br /> � A1
<br /> Sheet Order: A B U F R E S D I �
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