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<br /> 5052 REGISTERED ,
<br /> • • � � ARCHITEGT
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<br /> PROJECT TEAM PRO)ECT INFORMATION RA7ED ASSEMBLIES LIST OF DRAWINGS LIST OF DRAWINGS ` • STATE OF WA HENGTON
<br /> Assembly Fire Rating Detail .�
<br /> Owner/Developer Polygon WLH,LLC ProjectName: Eclipse 2-hour 8/Dl A1 Cover Sheet R� Building Type A � r � Roof Plart� - � '
<br /> 11624 SE Sth Street, Suite 200 Scope: New construction of one hundred ninety(190)3 story Common walls se�arating dwelling units: A1.1 Cover Sh�et Buildin T e B - ��
<br /> Bellevue, WA 98005 Townhome �mits within thirty three(33) separate bt►ildings. R2 9 YP � Roofi Plan � �.
<br /> (425) 586-7700 E�terior walls X 5-feet to assumed shared 1-hour 4/D 1 A2 Site Rlan R3 Building Type C Roof Plan � �
<br /> SITE t N FORMATION property line: Rc} Building Type D Roof Plan �
<br /> Architect: Milbrandt Architects, Inc.,P.S. Buildin T e A Buildin Floor Plans � a,
<br /> 25 Central Way, Suite 210 Exterior walls X S-feet or perpendic��lar non-rated 1/D1 B� 9 �yp g R� Building Type E Roof Plan � -
<br /> Kirkland, WA 98033 Site Address: 2808 36th Pl. to assumed shared property line: B2 Building Type B Building Floor Plans R6 Building Type F Partial Roof Plan � a
<br /> - (425)454-7130 Everett, WA 98201 B3 Building Type C Building Floor Plans
<br /> Walls separating private garages from living %" GWB garage side 3/Dl R7 Building�Type F Partial Roof Plan �
<br /> B4 Building Type D Building Floor Plans Buildin T e G �
<br /> � Stt-uctural Engineer CT Engeneering, Inc. Land Use Zone: Waterfront Commercial space: � R8 9 Yp Roof Plan � �; �
<br /> 180 Nickersan St. Suite 302 B5 Building Type E Building Floor Plans Rg Building Type H Partial Roaf Plan Z
<br /> � Seattle, WA 98109 Unit Count: E Townhome 28 Floor separating pz�ivate garages from livi�ag %" GWB garage ceiling 6/D 1 gg Buildi�g Type F Building F(oor Plans "'
<br /> (206)285-4512 F Townhome 36 space: � _ �
<br /> R10 Building Type H Partial Roof Plan �
<br /> B7 Building Type F Building Floor Plans Buildin T e I
<br /> G Townhome 36 , R11 9 Yp Partial Roof Plan � � �
<br /> Civil Engineer/Surveyer Core Design, Inc Penetrations(Firesto p ping : Per situation 13/D1 Buildin T e G Buildin Floor Plans B u i l d i n T e I
<br /> E 1 T o��n h o m e 6 0 } B8 g yp g R 1 2 9 Y p P a r t i a l R o o f P l a n
<br /> 14711 NE 29th Place, Suite 101 E3 Townhorne 30 � gg Building Type H Building Floor Plans � � �
<br /> Bellevue, WA 98007 Total 190 Membrane penetrations by ducts in garages; 26 ga. steel ducting 5/D 1 �
<br /> (425) 885-7877 g�p Building Type H Building Floor Plans E� Building Type A Building Elevations & Sections �
<br /> Parking: Garage Single 60 B11 Building Type I Building Floor Plans E2 Building Type B Building Elevations & Sections r,
<br /> Landscape Architect Core Design,Inc Garage Side by Side 132 B12 Building Type I Building Floor Plans � o
<br /> 14711 NE 29th Place Suite 101 E3 Building Type C Building Elevations & Sections �.,,
<br /> � Garage Tandem 128 �, �
<br /> Bellevue, WA 98007 Standard Site 25 E4 Building Type D Building Elevations & Sections I a .�
<br /> (425) 885-7877 Parallel Site 8 U1 Unit E Floor Plans �5 Building Type E Building Elevations & Sections I � o
<br /> Apron Open 256 U2 Unit E Framing Plans �
<br /> Total 609 Eg Building Type F Building Elevations & Sections
<br /> U3 Unit E Electrical Plans E� Building Type G Building Elevations & Sections Z �
<br /> GENERAL N�TES ENERGY NOTES VENTILATION NOTES �4 Unit E1A, E1B, E1C, E1D, E1E & E1F Floor Plans �8 Building Type H Building Ele�ations& Sections
<br /> U5 Unit E1A, E1 B, E1C, E1 D, E1 E & E1 F Framing Plans Eg Building Type I Building Elevations & Sectians
<br /> 1. Comply with 2012 IRC a�id all applicable codes and ordinances�f�he local Reference: 2012 Interna�ional Energy Conservation Code of The S�ate of Washington l. Design Criteria: 2Q12 International Residantial Code and the 2012 U6 Unit E1A, E1 B, E1 C, E1 D, E1 E & E1 F Eleetrical Plans � cp ���
<br /> jl�risdiction and the State of Washington. (2012 IEGGWA)Chapter 4 using climate zone catagory 5 &marine 4 for all International Meehanical Code with Washington Sta.te amendments. U7 Un_it E3A, E3B, E3C & E3D Floor Plans S-1.0 Structural Notes a Q
<br /> 2. Do not scale dra�vings. calculations. 2. S stem T e: Whole house ventilation s stem usin exhaust fans er section � � �
<br /> 3. Veri all rou h-in dirnensions for e ai ment rovided in this contract or b y yp y � � U7.1 Unit E3A & E3B Floor Plans S-1.1 Structural Notes and Schedules o �-
<br /> �' � � p p y All residential units shall comply with the Requirements'By Component Table 402.1.1. M 1507.3.4 operating intermittently using table M1507.3.3(2). Unit E3A E3B E3C & E3D Framin Plans
<br /> others. �$ ° � g S-1.2 Shearwall Schedule and Details
<br /> All rou h-ins shall be a roved and�reblocl�in shall be installed rior to Including but not li►nited to the fQltowing: Associated Notes/Details 2.11. Unit E Mtn rec�uired Whole House Fan(Q�Qr/(E�) Q�
<br /> � p p g � p� Cade Requirements Showing Compliance 45cfm/1x0,5 =90efm @ 50%0 operational time, switching on at U9 Uni t E 3 A, E 3 B, E 3 C & E 3� Eleetrieal Plans S-1.3 Holdowns Schedule and Details �
<br /> fi•aming inspection. Window U-Fact �
<br /> or 030 Insulation Notes U 1 U4 U7 U 10 & U 13 least once ever 3 hours. 1.0 maY Sone ratin U10 Unit F Floor Plans � �
<br /> 4. Verify size and location of and provide all openings through floors and�valls, � � � �• S-1.4 SWSB Details
<br /> � filrrin anchors inserts rou h bucks and backin for slirface mounted items. Ceiling R-Value R-49 17 l Dl 2.L2. Unit E1 Min. reqiiired Whole House Fan (Qf-Qr/(E�)Q� U11 Unit F Framing Plans �
<br /> �> > � g � S-6.0 Typical Concrete Details �
<br /> 5. Provide furring as reqiured to coneeal mechanical and electrical work in all Wood Frame Wa11 R-Value R-21 int. l, 3, &4/Dl 45efin/1x0.5 =90efm @50%operational time switching on at �- �
<br /> U12 Unit F Electrical Plans T ical Floor Framin Details ;; '
<br /> finished areas. � Floor R-Value R-�0 5 f Dl least once every 3 hours. 1,0 max Sone rating. 5-9.0 YP� 9 � �., o
<br /> U13 Unit G Floor Plans T ical Roof Framin Details � � �
<br /> 6. All swinging doars not located by dimensions on plans, interior elevations, or Below Grade Wall 10/15/21 int. +TB NJA 2.1.3. Unit E3 Min. required Whole Nouse Fan (Qf=Qr/(E�)Qf= S-9.1 YP� 9 � r-
<br /> details shall be 3" from faae of stud to ed�e of rough opanings or eentered Slab R-Value&Depth R-10,2ft, ar top of ftg. l, 9, &10/D2 45cfm11�0.5=90cfrn @50% operational time switctiing ou at U14 Unit G Framing Plans S_g 2 Framing Details �
<br /> between room partitions as shown. "int." (intermediate framing)denotes standard framing l6" o.c. �vith headers least once every 3 hours. 1.0 maX Sone rating. � U15 Unit G Electrical Plans S_9.3 Framing Details - Unit E1C & D � � �
<br /> 7. Plans are drawn assuming the following rough openings: insulated with a min. of R-10 (see 6/D4)and corners fully insulated(see 4/D3). 2.1.4. Unit F Min. required Whole House Fan(Qf Qr/(Et))Q� � ��
<br /> Swtnging doors: Nominal size+2°. All�zaits need to have a cert�ficate posted within 3 feet of the elee�rical distributian panel 45efm/1xQ5=90cfm @50% ppera�iona�time switching on at U16 Unit E Interior Elevations 8� Stair Plans g_g 4 Framing Defails - Unit E1 B,D,F & E3 � � �
<br /> Bi-Fold doors: Nominal size+l-i/2". � U17 Unit E1 Interior Elevations 8� Stair Plans Framin Details - Unit E & E3 �
<br /> (isting the following information: R-value�s, U-values, duct air leakage test results least once every 3 hours. 1.0 maX Sone rating. � S-9.5 9
<br /> Bi-Pass doars: Nominal size+0". buildin envelo e air leaka e test results es and effieiencies of heatin coolin ancl 2.L5. Unit G Min. re �tired Whole HoLise Fan f= r/ E f= U18 Unit E3 Interior Elevations & Stair Plans Framin Details- Unit G & F � m �
<br />� Windows: Norninal size+0". g p g '�p � g' g a � �Q Q f� ��Q S-9,6 9
<br /> „ service water heating equipment per R401,3 60efm11x0.5 = 120cfm @50% operational time switching on at U19 Unit F Interior Elevations & Stair Plans � � �
<br /> Sliding glass doors: Nominal size+0 . 3 �
<br /> A l l insu lation insta i latioti s ha l l comp ly wit h ta b le 4 0 2.4.1.1 least once every 3 hours. 1.0 max Sone rating. �
<br /> 8. Fill where required with earth free from or�anic material. Co�npact fill in � � U20 Unit G Interior Elevations & Stair Plans D1 Defails � a �
<br /> 12" Iayers maximum. All units need to be tested and verified as having an air leakage rate not exceeding 5 air 3. Specifics: See Electri�al Plans for Whole House Fan and Air inlet locatiaas �
<br /> 9. "Finish Floor" refers to the top of concrete slab or top of wood floor cllanges per hour per R402.�.1.2 4. Outdoor air inlets shall be provided by means of operable ports in windo�v Q2 Details �
<br /> she�thing . All mechanical ducts in unlaeated space shall be insulated to a minimum of�Z-8 per R403.2.� frames each inlet providing a minimum of 4 square inches each and all doors F� Building Type A Foundation Plan D3 Details �
<br /> 10.Exterior walls sha11 be 2x6 studs at 16° o.c. and interior 4valls shall be 2x4 Mechanical ducts shall be sealing tested per R403.2.2 and WSU RS-33 shall be undercut%"ininimum above the finish floor. F� Buildirtg Type A Shear Pl�ns D4 Details �
<br /> � st�lds at 16" o.c., unless noted otlierwise. Hot water pi�ing shall be insulated to a minimam of R-4 in both heated and unheated spaces �3 Building Type A Roof Framing Plan �
<br /> 11.Unless otherwise noted,plan ditnensions are�o face of studs and face of per R403.4.2 Minimum Required Local Exhaust Rates per sectiou M1507.4 � D5 Details
<br /> eoncrete walls. F4 Building Type B Foundation Plan � v)
<br /> Water heaters in utlheated spaces, or on concret�ff�t'�i�ll be placed on minimuin af R-14 D6 Details .
<br /> � 12.Re#�er to interior elevations for cabinet and counter lengths, dimensions, incompressible insulated suxface per R403.4.3 5. Kitchen Exl�aust fans shall be per Table 15Q7.4 F5 Building Type B Shear Plans �, Z �
<br /> countertop materials and detail reference. Verify all existing dimensions Mechanical ventilation shall be provided per R4p3.5 � (100 cfm ir�term:ittent of 25 cfni continiaous}. F� Building Type B Roof Framing Plan � �
<br /> before installation. I-�eating&c Cooling ec�uipment shall be sized per R403.6 6. BathroomlTailet Room Exhaust fans shall be Buildin T e C
<br /> 13.Provide caulking between sole plates and subfloor and between rim joists at . . o . . . F7 9 YP- Partial Foundation Plan
<br /> A mmimum of 75/o of all permanently ulstalled lamps in Iighting fixtures shall be (5(?cfm intermitant or 20 cfm continuous).
<br /> both top plate and subfloor. Fg Building Type C Partial Foundation Plan
<br /> 14.Hydrants shall be in secvice prior to start of framing. high-efficacy lamps per R�04,1 �
<br /> Additional Ener Effcienc Re uirements Ener Credits er RQ6 &Table 406.2 Fg Building Type C Shear Plans •�.+
<br /> 15.Through penetrations and membrane penetrations of rated�vall or �' y a � � g�' �� �p
<br /> floor/eeiling assembLy will require firestopping per IFC 7�3. Unit El = Sma11 Dwelling Unit- .S po�nrr rP�P� � ; r �`� � F10 Building Type C Roof Framing Plan �
<br /> . . � , e�R��r ra� �� ,� � � �
<br /> See detail 131D1 for diagram a�specifics. Option Sb Eff'icient Water Heating 1.5 potnts provided , - �-- ;� �._= �-� �_----j Buifdin T e D �
<br /> � F11 9 YP Foundation Plan �
<br /> 16.Milbrandt Architects is not responsible for construction means, methods, Unit E3 =Medium Dwelling Unit- 1.5 points required tie�rrFra�E } � ���- -� F12 J YP Shear Plans
<br /> tiechni ues or rocedures or fpr the safe recautions and ro rams in O tion Sb Efficient VG'ater Heatin 1.5 oints rovided � ` � i` ' ��� � ' � �''^-� Buildin T e D �
<br /> q P � �'P P g p g � p P aac�t�F a�c 4 _ , �x
<br /> connection with the work, and is not responsible for the failure of any See �nsulation Notes on the Uz1it Plans, and Insulation and Energy Notes on sheet I)5. ; � � s,� , � # � F13 Building Type D Roof Framing Plans �..
<br /> contra tor or subc iitractor to earr out the work in accQrdance with the = ��� �3 a� �'� � �
<br /> c o y Unit E Optian Sb 1.5 pomts . � � t , , � � F14 Building Type E Foundation Plan � �
<br /> various contract documents and or�overnllig jurisdiction, regardless of what Unit El O tion Sb I.S oints `' �� E ` ' ` �' � �
<br /> . p p � -� � j �s w` � : F15 Building TYpe � Shear Plans � �
<br /> ►s shown on these drawings, • • � ' �^
<br /> Unit E3 Option Sb 1.5 points `� ��- �� ' ��� � PROIEGT Buildin T e � Roof Framin Plan �
<br /> Unit F Option Sb 1.5 points � -; , i� ; � '� '``�� � F�� g Yp g � � � �
<br /> Unit G Option Sb 1.5 points ��-� � e�z � ��_ ( � �� F17 Building Type F Partiaf Foundation Plan � � �
<br /> --" F,�r�r`r ;(-�, " +; F�g Building Type F Partial Foundation Plan � � � V
<br /> DEFERRED SUBMITTALS ���-�� ",'f�o��` � � � F�g Building Type F Shear Plans a� � .
<br /> � � � �
<br /> "�j� ` Y l � F20 Building Type F Roof Framing Plan � � � �
<br /> Sho drawings and calculations are required for: �+ _ � � Building T e G N
<br /> P /��l�.E�s�g��'TY _ ; � � F21 Yp Foundation Plan (� t� �
<br /> _� EdES'GF'c"Er,� � q` �
<br /> l. itoof n•usses. See notes on sheet S l. Drawings and calculation�will be �� �� r���F�az �, �s���' ''�l � F22 Building Type G Shear Plans ,� � �
<br /> � ; HG'fE.���JL' � cc �.r
<br /> reviewed and sta�nped by a State of Washington Registered Engineer. �� ; ce���;a,zr �� F23 Building Type G Roofi Framing PIaCt � � � L
<br /> 2. Firestopping details. Firestopping methods and materials shall be All residential buildings are constructed under the 2012 IRC and per R320 mtiist d� , �,; . � ��� ��� � Buildin T e H � �
<br /> ; ti, F24 9 YP Partial Foundation Plan U �
<br /> determined by the Contractor except where details or notes are indicated in meet the provisions of 2012 IBC - Chapter 11 for Group R3 occupancy.As � �
<br /> L
<br /> � � �� F25 Building Type H Partial Foundation Plan � Z
<br /> these drawings. Fir�stopping locations are indicated in part by detail 13/Dl. sho�vn belo�v this project is eXempt from all accessibility requirements. � q� � � ' z� � � � �
<br /> Contractor shall submit UL assembly details and product cuts of all relevant ��--�-�-°� � `` �� � F26 Building Type H Shear Plans �"" W �
<br /> situ,ations to the Architect for conformance to the building design. Upon the [BC Chapter 11. -Accessibility: �<�� i �, , �� F27 Building Type H Roof Framing Plans �1�+ �
<br /> Architect's a roval the shall be subinitted to the Suildin Officiai for • All proposed units are multistory units and a�re exempt from accessibility �'�r� ; �. `� _--� � � � •'�' �
<br /> pp � Y g . , F2g Building Type I Partial Foundation Plan �
<br /> approvaL Firestopping shall not be installed without City approvaL �n�irements per 1107.7.2. ���'�r�-rr v � �- --- � �1
<br /> • • - re Gp�r� � � }.� ���\ F2g Building Type I Partial Foundation Plan = -
<br /> 3, Electrical and Plumbing dest�n and drawings. • roup R3 �vhere there are no required accessible T'ype A or Type B ���;��f v � ; , ��;�E�� , � � O
<br /> units there are also no aceessible arkin s ace re uirements er 1106.2. �!�� �' � ? �' � � �30 �uildin T e l
<br /> , p g p q p � w�, ��.� 9 YP Shear Plans
<br /> 4. Pre-engineered and per-�abricated deek a�id stair guardr�il and haudrai� Accessible entrances are not re uired to units that are not T e A or ; �" ��� � Q �'"
<br /> systems. Drawings and calculations shall be reviewed and stamped by a State � � y� � � ` � �� '�� �'�` ` � F31 Building Type I Shear Plans � �
<br /> Type B per l 105.1.6.2 Buildin T e I Partial Roof Framin Plan
<br /> of Washington Registered Engineer. F32 J YP J � r
<br /> � • Accessible routes are not required as there are no accessible buildings, ���� � ��� ��� �
<br /> uni�s or parki�lg withul the project per 1104.2 & 11043. F33 Building Type I Partial Roof Framing Plan o � �
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<br /> DESfGN LOADS N.�.S. _ .
<br /> > 1ob No.: 13-47
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<br /> See�sheet 51.0 and Sl.l 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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