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<br /> , �5052 REGISTERED
<br /> ARCHITECT
<br /> � �
<br /> (' � ^ �j� (± ROBERT E. WEIBLE
<br /> R ,E`sT T�A � � � � , L,� � LI�T O� ��1 VY INV S LIST +QF DRAWINGS STATE OF WASHINGTON
<br /> Asserr�bly Fire Rafing Detail
<br /> Owner/Developer Polygon WLFI,LLC Project Name: Eclipse A1 Cover Sheet Buildin T e A
<br /> 11624 SE Sth Stteet, Suite 20Q Seope: New construction of one hundred ninety (190)3 story Common walls separating dwelling uni�s: 2-hour 81D1 R1 J Yp Roof Plan � � � � �
<br /> Beilevue, WA 980Q5 T�wnhome «nits rvithin thirty three(33) separate buildings. A1.1 Cover Sheet R2 Building Type B Roof Plan �
<br /> (425} 586-7700 � Exterior walls X 5-feet to assumed sharecl 1-hour 4/D1 A2 Site Plan Buildin T e C �; �.
<br /> S '�"� ��l���P�t A'�"'�A1 R3 9 YP RoofPlan �,
<br /> 1�1 ir�1� �� property line: Rq. Building Type D Roof Plan �
<br /> Arehitect: Milbrandt Architects,Inc., P.S. �
<br /> 25 C�ntral �Vay, Suit�210 g� Building Type A Building Floor Plans Buildin T e E � �
<br /> �Xterior walls X 5-feet or perpendicular non-rated 11D1 R5 � J YP Roof�Plan •�-
<br /> Kirkland, WA 98033 Site Address: 2808 36th Pl. to assumed shared property line: B2 Building Type B Building Floor Pians Buildin T e F �
<br /> (4 2 5}�5 4-7 1 3 0 R6 9 Yp Partial Roof Plan -�
<br /> Everett, WA 98201 B3 Building Type C Building Flaor Plans R� Building Type F Partial Roof Plan �
<br /> � Walls separatin�private gara�es from living ��" GWB garage side 3ID1 �
<br /> Struct«ral�,ngineer CT Engeneering,Inc. s ace: B4 Building Type D Building Floor Plans Buildin T e G -
<br /> � 180 Nickerson St. Sttite 302 Land Use �one: W�terfront Commercial I� R8� 9 YP Roof Plan
<br /> B5 8uilding Type E Building Floor Plans 8uildin T e N �
<br /> Seattle yVA 98109 , „ R9 9 Yp Partial Roof Plan �
<br /> 2Q6 285-4512 Unit Co�int: E To�vnhome 28 Floor separating private garages from living % GWB garage ceiling � 6/D 1 gg Building Type F Building Flpor Plans Buildin T e H �
<br /> � } F Townhome 36 space: R10 J Yp Partial Roof Plan v
<br /> , B7 Building Type F Building Floor Plans Buildin T e I �
<br /> Civil EngineerlSurveyer Core Design, �ne G I'ownhome 36 R1`I 9 Yp Partial Roofi Plan �
<br /> El TownliQme 6Q Penetrations(Fu�estopping): Per situation 131D1 gg Builtiing Type G Building Floor Plans Q
<br /> 14711 NE 29th Place, Suite 101 R12 Building Type I Partial Roof Plan
<br /> � E3 'I'ownhome 3Q gg Suilding Type H B��ilding Floor Plans �
<br /> Bellevue, WA )8007 Tatal 190 Membrane penetrations by ducts in garages: 26 ga. steel dueting S/Dl �
<br /> (425} 885-7877 g�q Building Type H Building Floor Plans E� Building Type A Building Elevations & Sections � �
<br /> Parkin Gara e Sin le 6f� B11 Building Type I Building Floor Plans
<br /> �� � � E2 Building Type B Building Elevations & Sections �,
<br /> Landscape Elrchitect Core Design,Inc Gara�e Side by Side 132 B12 Building Type I Building Floor Plans �
<br /> 1�711 NE 29th Place, Suite 101 Gacage Tandem� 128 � �3 Building Type C Building Elevations & Sections �.,
<br /> Bellevue, WA 980Q7 Standard Site 25 E4 Building Type D Building Elevations & Sections B �
<br /> (425) 885-7877 • o �
<br /> Parallel Site 8 U1 Unit E Floor Plans E5 Building Type E Building Elevations & S�ctions �
<br /> Apron Ope� 256 U2 Unit E Framing Plans E6 Building Type F Building Elevations & Sections ``'
<br /> Total 609 � � '
<br /> U3 Unit E Electrical Plans E� Building Type G Building Elevations & Sections
<br /> GE�IE�AL N�T'E� ENE��� NC37'ES 'lIE�T°IL�4�°l�N N�`TES U4 UnitE1A, E1B, E1C, E1D, E1E & E1F FloorPlans
<br /> �g Building Type H Suilding Elevations & Sections
<br /> U5 Unit E1A, E1 B, E1 C, E1 D, E1 E & E1 F Framing Plans Eg Building Type I Building Elevations & Sections �
<br /> l. Comply witl�2012 IRC and a11 applicable codes and ordinances of the local Reference; 2QL International Energy ConservatiQn Code�af The �tate of Washington l. Design Criteria: 2012 Intert�ational Residential Code and the 2012 U6 Unit E1A, E1 B, E1 C, E1 D, E1 E & E1 F Eleetrieal Plans � � � �
<br /> jurisdictiott�nd the State of Washington. (2012 tECC-WA)Chapter 4 usina climate zone catagory 5 &marine 4 for all International Mechatlical Code with Washington State amendments. U7 Unit E3A, E3B, E3C & E3D Floor Plans S-1,0 Structural Notes a N
<br /> 2. Do not scate drawinas. calculations. 2. S ystem T y pe: Whole house ventilation s ystem usin g e�haust fans per section � ��
<br /> 3. Veri f y a l l roug h-in dimensions for equipment pt�ovi de d in t his contract or by � U 7.1 Uni t E 3 A & E 3 B F loor P lans S-1.1 Structu�al Notes and Schedule5 a r-
<br /> � All residential units shall comply with the Requirements By Component Table 402.1.1. M1507.3.4 operating intermittently using table M150733(2). n
<br /> others. Including but not limited to the fpllowing: Assaciated Notes/Details 2.1.1. [Jnit E Min required Whole House Fan(Qf-Qr/(Et))Q� U8 Unit E3A, E3B, E3C & E3D Framing Plans S-1,2 ShearWall Schedule and Detaifs
<br /> All rough-ins shall be approved ar�d fireblocking shall be installed px•ior to Code Requirements Showin�Coinpliance 45cfm11x0.5 =9Qefm c 50%o erational time switchin on at U9 Unit E3A, E3B, E3C & E3D Eleetrical Plans � �
<br /> framing inspection. � P � g S-1.3 Holdowns Schedule and Details
<br /> 4. Verif size and locatioi� of and rovide all o enin s throu h floars and walls Window U-Factor 030 Insulation�Notes U1, CT4, U7, U10 & E113 least once ever 3 hours. LQ max Sone ratin U10 Unit F Floor Plans �
<br /> y p p � � � , � g� � 5-1.4 SWSB Details �
<br /> � furring, anch�rs, inserts, rough bucks and backing for surface tnounted items. Ceili�lg K-Value FZ-49 171 D1 2.1.2. Unit E1 Min. requixed Whole Hause Fatl(Qf=Qr/(Ef))Qf= U11 Unit F Framing� Plans S-6.0 Typical Concrete Details � � �
<br /> � 5. Provicle fiirring as req�ured to conceal mechan�cal and eleetrical wot�k in all Wood Frame Wall R-Value R-21 int. 1, 3, &4/D 1 45cfm/1xQ.5 =90cfm�50%operational time swiYehing on at U12 Unit F Electrical Plans T ieal Floor Fr�min Details � a; � �
<br /> finished areas. Eloor�R-Value R-30 5 /Dl least onee every� hours. 1.Q max Sone ratin�, S-9�0 yp � g � o
<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 E3 IVIin. re uired Whole House Fan f- r/ � (- U13 Unit G Floor Plans T �cal Roof Framin Detaiis o �
<br /> 9 �Q -Q � '�)Q - S-9.1 Yp� 9
<br /> det�ils shall be 3" from face of stild to edg��of rough Qpenings or centered_ Slab R-Vahie&Depth R-10, 2ft, or top of ftg. 1, 9, &10 l D2 45cfm/�x0.5 =90efin 50% o eratior�al time s�vitchin on at U94 Unit G Framing Plans � o
<br /> between room artitions as shown. @ � � � � � S_9,2 Framing Details � -
<br /> p "int." (inter•mediate framing)denotes standard framing 16" o.c. with headers least once every 3 hours. 1.0 maX So�ie rating. � U15 Unit G Electricaf Plans S_9_3 Framing Details - Unit E1C & D
<br /> 7. Plans are drawn assuming the followillg rough openings; i«sulated w�ith a min. of R-10 (see 6/D4)and corners fully iiisulated(see 4/D3). 2.1.4. Unit F Min,required Whole Hquse Fan(Qf=Qr/(Et)}Qf �� ��
<br /> Swinging doors: Nominal size+2". � U16 Unit E Interior Elevations & Stair Plans S_g.q. Framing Details- Unit E1 B,D,f= & E3 .
<br /> All units need to have n ce�-ti�cate posted within 3 feet of the electrical distribtition panel 45efm/1x0.5 =90cfiii ��0/o operational time s�vitchin�on at �
<br /> Bi-Fold doors: Nominal size+l-1/2". listitib the following information; R-values, U-values, duct air lealcage test results, least once every 3 kiours. 1.0 max Sone rating. U17 Unit E1 Interior Elevations & Stair Plans S_g.g Framing Details- Unit E & E3
<br /> Bi-Pass doors: N�olninal size+0 . building envelopa air leakage test results,types and efficiencies of heating, cooling and 2.1.5. Unit G Min. re uired Who1e Elouse Fan f- r/ E f- U18 Unit E3 Interior Elevations & Stair Plans
<br /> Windows: Nominal size+0". �l �Q -Q � �)Q - �_g_g Framing Details- Unit G & F m �
<br /> Sliding glass doors: Nominal size +0". serv�c� water heating equipnlent per IZ401.3 60cfm/1x0.5 = 120cfm @50% operational time switching on at 1J19 Unit F Interior Elevations & Stair Plans � 3 Q
<br /> �111 insul�tion installatioti shall cainply witli table 402.�.L 1 least once ever�3 h�urs. 1.0 maY Sone ratina a >
<br /> 8. Fill where required wit(1 eat-th free from organic material. Compact fill in � 5 �b� U20 Unit G Interior Elevations & Stair Plans � � �
<br /> 12" layers maximum. � All units need to be tested and verified as having an air leakage rate not eXc�eding 5 air 3. Specifics: See Electrieal Plans for Whole Ho�ise Fan and Air inlet locations � D1 Details o p
<br /> � 9. "Finish Floor" refers to the top of conerete slab or top of wood floor changes per hour per R402.4.1.2 4. Outdoor air inlets shall be provided�by means of operable ports in window D2 Details �
<br /> � shezthing . �111�neclianic�l ducts in unheated space shall be insulated to a minimtim of R-8 per R403.2.1 fratnes each inlet rovidin a rninimum of 4 s uare inches each and all doors F1 Building Type A Foundation Plan �
<br /> �' � q D3 Details
<br /> 10.Exterior walls shall be 2x6 studs at 16" o.c. and intaiior walls shall be 2x4 �Vlechanical ducts shall be sealing tested per R403.2.2 and WSU RS-33 shall be undercut%"minim��m above the tinish floor. FZ Building Type A �hear Pl�ns
<br /> studs�t 16" o.c., ��nless noted otherwise. Hot water pipina shall be insulated to�minimum of R-4 in both heated and unheated spaces D4 Details
<br /> 11.Unless�therwise noted lan dimensions are to face of studs and face of F3 Building Type A Roof Framing Plan
<br /> � P per R403.4.2 Minimum Required Local Exhaust Rates per section M1507,4 D5 Details .
<br /> concrete �valls. Water heaters in uulieated s aces or on concret�fl�r�lr�ll be lacad on minim�im of K-10 � � � F4 Building Type B Foundation Plan �; y �
<br /> I2.Refer to interior elevat�ons for cabinet and countea� len ttis diinensions � p ' � p D6 I�etails � � �
<br /> g > > incompressible inslilated surface per R40�.4.3 5. Kitchen Exhaust fans shall be per Table 1507,4 F5 BW��d��J TYP� g Shear Plans ,�, � � �
<br /> countertop materials and detail reference. �exify all existing dimensions Mechanical ventilation shall be ro�vided er R�03,5 �
<br /> before installation. � 1? p (100 cfm intermittent of 25 cfm continuous). Fg Buildirtg Type B Roof Framing Rlan
<br /> 13.Provide caullcing between sole plates anci subfloor and bet�een rim joists at Heatinn& Cooling equipment shall be sized per R4Q3.6 G. BathroomlToilet Room EXhaust fans shali be F� Building Typ� C Partial Foundation Plan �
<br /> both�top plate and su.bfloor. A minimum of 75/o of all permailently insYall�d lamps in lighting�xtures shall be (SO cfm intermitant or 20 cfin continuo«s). Buildin T e C � � � �
<br /> 14.Hydrants shall be in service prior to start of fi-aming. high-eff'icacy lamps per R404.1 F$ 9 Yp Par�iaf Foundation Plan � � � �
<br /> 15.Throuati penetrations and membrane penetrations of rated wall or Additional Energy Efficiency Requirements(Energy Credits}per R06 &Table 406.2 F9 Building Type C Shear Plans .�
<br /> floor/ceilin assembl will re uire firesto m er IFC 703. Unit E1 = Smal(IDwelling Unit- .5 po�nf� rP�� �- � �y � Buifdin T e C Roof Framin Plan �
<br /> � Y q P�� �p = � , ; ___1:��� F10 9 YP 9 �
<br /> � � f � � FS�FR_F1T A�'� ; <s /'
<br /> See detail 13/Dl for diagram of specifics. Option Sb Efficient Water Heating 1.5 points provided t rz � ,,a��� ---i � � #._"- ,,s� `� F11 Buifding Type D Foundation Plan � � �
<br /> 16.Milbrandt Architects is not responsible for construction means, methods, Unit E3 =Medit�m D�velling Unit- 1.5 points required �e��rra�E , � � , ; --�-=' Buildin T e D �
<br /> � ' �� � � � � ! ��`` �� F12 9 Y� Shear Plans �
<br /> techniques or procedures, or for the safety precautions and programs in OptiQn S b Efficient Water Heating 1.5 points provided �� �,����;���;�� � ; � �� �'"'"�" �
<br /> connection with the work, and is not responsible for the failure of any See�[nstElAtion Notes on tl�e Unit Plans, and.It�sulat�on atld Energy Notes on sheet D5. ! , � ; i 1 �� ,� , ; ' � F�3 Building Type D Roofi Framing Plans � �
<br /> cantractor or subcontractor to cariy out the work in accordance with the Unit E O tion Sb 1.5 oints � �' � ' i f � r � Buildin T e E � � �
<br /> various contract documetats aud or overnin urisdietion re ar-dless af what p � ; � � � �� �� --F � F14 9 Yp Foundation Plar�
<br /> g g� � g` U�nitE L Option 5b 1.5 point� � ' � ` �� ��� � � Buildin T e E � �
<br /> is shQwn on these drawin s. ��' � � ; ° � f �� -`��� � F15 9 YP Shear Plans Q� �•
<br /> g� Unit E3 Option Sb 1.5 points -� t ' ��,-s ; �
<br /> � ' � , � �m` � � ��� � � �R�-���� F16 Building Type E Roof�raming Plan � � � �
<br /> Unit F Option Sb L5 points � ,�; � ;�� , .
<br /> Unit G O tion Sb 1.5 oints r � ,�
<br /> p p -� r-�� �-- � -' � � �` �� F17 Building Type F Partial Foundation Plan � � �
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<br /> F18 Building Type F Partial Foundation Plan � � � �
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<br /> i ,E�/£fiE;? , � #J
<br /> DEFERRED SU�1V11T'1"AL� ' '�����y�A� � ! Shear Plans � � s '�
<br /> � �
<br /> �i��f���� � � F19 Building Type F
<br /> 4srr� { F20 Building Type F Roof Framing Plan � s �
<br /> � Sho cirawiu s and caEeulations are re uirad for: -� " ' -� � � � �
<br /> p � � A�C E�S t�1 L I`T'Y __ . F 2 1 B u i l d i n g T y p e G Foun da tion P lan � � t� 3
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<br /> 1. �2oof txusses. See notes on sheet S1. Drawings and calculatiQns will be _�---� fJ�=�fit �;" � ���� �' F22 BuildiCtg Type G Shear Plans ��
<br /> w� � x���a�ra �- �
<br /> reviewed and stamped by a Statie of Washington Re�is�ered Engineer. �, ' ,,���A�� ��� � �
<br /> ��- � 4 =� F23 Building Type G Roof Framing Plan � ,� L
<br /> 2. Firestopping details. Firestopping methods and materials shall be ALI residential buildings are constructed under the 2012 IRC and per R320 must � ' ; �� }'
<br /> � - �� Buildin T e H � r�.�' � o �
<br /> defermined by the Contractor except where details or notes are indicated in meet the provisions of 2012 IBC - Chapter 11 for Group R3 occupancy. As 4 � � F24 J YP Partial Foundation Plan y,
<br /> these drawiil s. Firesta in locations are indicatad in art b �detail 13/D1. shown bElow this ro eet is eYem t from all accessibili re uirements. � �`� � ` `� F2� Building Type H Partiaf Foundation Plan � � � � �
<br /> g PP g P 5 P J P tY �1 � �, - a
<br /> Contractor shall submit UL assembly details and produet cuts of all relevant -� -----� � `�� � � �� � F26 Building Type H Shear Plans � � � � �
<br /> situations to the Architect for conformance to the bailding design. Upon the IBC Chapter 11 -Accessibility: 1���� �k � �' F27 Building Type H Roof Framing Plans •1�+ �
<br /> Arcl��tect's approval,tlZey shall be subnutted to the Buildina Official for • �11 proposed units are multistory units and are eYempt from accessibility ��j �, � �, _____���� ■� �
<br /> re uiretnents er 1107.7.2, ���-R�-rr ,� `�. F28 Building Type I Partial Foundation Plan �
<br /> approval. Firestopping shall not be installeci wittiout Lity approval. q p � ` - � � �
<br /> • In Grou R3 wl�ere there are no re uired accessible T e A or T e B �'U'```� �` f' + �--- �T�`�.� F2g Building Type I Partial Foundatian Plan �
<br /> 3. Electrical and Plumbing design and drawings, P �t Yp YP ���,���r��, , � � , ��i���
<br /> b units there are also no accessible parking spaee reqttirements per 1 106.2. cccr3 �� � ; :�s `�� � Buildin T e I
<br /> 4. kre-engineered and per-fabc�cated deck and stair�uardrail ai�d hanclrail ' � , , �.,�� � F30 9 YP Shear Pfans � �
<br /> • Accessible entrances are not re uired to �inits that are not T e A or f s�' ;�� ��� � � `� �
<br /> s y s t e m s. D r a w i ng s a n d c a l c u l a k i o n s s h a l l b e r e v i e w e d a n d s t a m p e d b y a S t a t e � yp `' y F 3 1 B u i l d i n g T y p e I S h e a r P l a n s
<br /> � of Washin ton Re istered Eii rmeer. Type B per 1105.1.6.2 �
<br /> � � €� Buildin T e I Partial Roof Framin Plan
<br /> • Accessible routes are not rec�uired as there are no accessible buildings, F32 9 YP 9 � �
<br /> units or parking within the project per 1104.2& 1104.3. � � � F33 Building Type I Partial Roof Framing Plan � �
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<br /> DESIGIl1 LOAD� N.►.�. � � � �
<br /> ; 1ob No.: 13-47
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<br /> See sheet 51.0 �nci 51.1 for Design Loads. Sheet No.:
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<br /> Sheet Order: /�, lJ F R E S D I �
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