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<br /> �5052 REGISTERED
<br /> ARCHITECT r
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<br /> PROJECT TEAM PROjECT INFORMATIO[� RATED ASSEMBLtES LIST OF DRAWINGS R°�ERT E. WE'B��
<br /> STATE OF WASHWGTON
<br /> Assembly Fire Rating Detail
<br /> Owner/Developer Polygon WLH, LLC Project Name: Eclipse �
<br /> 1162�t SE Sth Street, S�iite 200 Scope: New construction of one hunclred ninety(19Q)3 story Common walls sepaxating dwel(ing units: 2-hour 8/D 1 A1 COver Sheet � � � � ��
<br /> Bellevue, WA 98005 Townhome units witllin thirty three(33) separata buildings. � � ��
<br /> 425 586-7'700 A2 Site Plan �
<br /> � ) ���� ����������� EYteriar walls X 5-faet to assumed shared 1-hour 4lDl �
<br /> prope�-ty line: �
<br /> � Architect: Milbrandt Architects, Inc.,P.S. B5 Buiiding Type E Building Floor Pians �
<br /> 25 Central Way, Suite 210 Extarior walls X 5-feet or perpendicular non-rated � 1/D1 � ,
<br /> Kirkland, �VA 98033 to assumed shareci property line: a
<br /> Site Address: 2808 36th Pl. U1 Unit E Floor Pians
<br /> � (425)454-7130 Everett, WA 98201 � �
<br /> Walls separating private garages from living %" G�WB garage side 3/Dl U2 Unit E Framing Plans � �
<br /> Structural Engineer CT Engeneering,Inc. Land Use Zone: Waterfcont Commercial space: U3 Unit E Electrica) Plans �
<br /> 180 Nickerson St. Suite 302 � z �
<br /> Seattle, WA 98109 Unit Count: E Townhome 28 Floor separating private garages from living 5/" GWB garage ceiling 6tDl U10 Unit F Floor Rlans �;
<br /> (206)285-4512 F Town�ome 36 space: U11 Unit F Framing Plans � .
<br /> Civil Engi�eer/Surveyer Core Design, Inc G Tow�nhome 36 U12 Unit F Electrical Plans � �
<br /> E 1 Tow�zhome 60 Pen�trations(Firestopping); Per sit�iation 13/D 1 .�
<br /> 14711 NE 29th Place, Suite 101 E3 Townhome 3Q U13 Unit G Floor Plans �
<br /> Bellevue, WA 98007 � Total � � 190 Membrane penatrations by ducts in�arages: 26 ga. steel ducting SIDl U14 Unit G Framing Plans �
<br /> (425) 885-787? �
<br /> U15 Unit G Electrical Plans �
<br /> Parking: Garage Single 60 U16 Unit E Interior Elevations & Stair Plans
<br /> Landseape Architect Core Design,Inc Garage Side by Sid� 132 `'" �
<br /> 1471 I NE 29th Place, Suite 101 Garage Tandem 128 U19 Unit F Interior Elevations & Stair Plans `;'
<br /> Bellevue, WA 980Q7 „ �
<br /> (425) 885-7877 Standard Site 25 U20 Unit G Interior Elevations & Stair Plans a •a'
<br /> Paxalle(Site & �' >.
<br /> Apxon Open 256 �
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<br /> Total 609 �14 Building Type E Foundation Plan z Q
<br /> GENERAL NCJTES EI�IERGY I�IOTES YENTILATION NOTES F15 BuildingTypeE ShearP,ans
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<br /> F16 Building Type E Roof Framing Plan
<br /> 1. Comply with 2412 iRC and all applicable codes and ordinances of the local Reference: 2012 International Energy Conservation Code of The State of Washington l. Design Criteria: 2Q12 International Residential Code and the 2012 R5 Building Type E Roof Plan �' �
<br /> jurisdiction and the State of Washington. (2012 1BCC-WA)Chapter 4 itsing clilnate�one catagory 5 &marine 4 fox all Internationa� MechaniGal Code with Washington State amendrnents, � o �
<br /> 2. Do not scale drawings. calculations. 2. System Type: VVhole house ventilation system using exhaust fans per section � N � �
<br /> . � 3. Verify all rough-in dimensions for equipment pt•ovided in this contract or by pll resid�ntial units shall comply with the Requirements By Component Table 402.1.1. M15073.4 operating izitermittently using table M15�07.33(2). E5 Building Type E Building Elevatiqns & Sections o r' �
<br /> others. lncluding but not limited to the following: Associated Notes/Details 2.1.1, Unit� Min required Whole Ho��se Fan(Q�Qr/(E�)Q�
<br /> All rough-ins shalt be approved and fireb�ocking shall be installed prior ta Code Requirements Showing Compliance AScfin/1X0.5 =90cfm @ 50°l0 operational time, switching on at
<br /> framing inspection. S-1.0 Structural Nates
<br /> 4. Verify size and location of and provide all openings througli floors and walls, Window U-Factor 030 Insulation Notes U1, U4, U7, U 10 & U13 least once ever 3 hours. 1.0 max Sone rating. �
<br /> furrina anchors inserks rou h bucks and backin for surface mounted items. Geiling R-Value R-49 17/D1 2.1.2. Unit E1 Min.re uired Whole House Fan f= r/ E f= S-1.1 Structural Notes and Sehedules �
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<br /> 5. Provide�furring as required to conceal mechanical and electrical work in alI Wood Frame Wall R-Value R-21 int. l, 3, &4/Dl 45cfm/1x0.5 =90cfm @50% operational time switching on at S-1.2 Shearwall Schedule and Details �
<br /> finished areas. Floor R-Value R-30 5 /D1 least once every 3 hours. 1.0 max Sone rating. S-1.3 Holdowns Schedule and Details � � Q N
<br /> 6. Al� swinging doors not located by dimensions on pians, interior elevations, or Belo�v Grade Wall 10l15121 int. +TB N/A 2.13. Unit E3 Min. re quired Whole H ouse Fan(Qf=Qr/(E�}Qf= S-1.4 S W S B De tai l s � � t- �
<br /> defails shatl be 3" from face of stud to edge of rough opeuings or centered Slal� R-Value&Depth 8-10, 2ft, or top of ftg. l, 9, &10/D2 45efm/ix0.5 =90efi�@50%operational time switchir�g on at � o
<br /> between room artitions as s hown. �+' �� � �� S-6.0 Typica l Concre te�De tai ls �/� �
<br /> P � mt. (intermediate framing)denotes standard framing 16 o.c. with headers least once every 3 hours. 1.0 maX Sone rating. ��� �
<br /> 7. Plans are drawn assuming the following rough openings: insulated wit11 a min. of R-10(see 6/D4)and corners fiilly insulated (see 4/D3). 2.1.4. Unit F Min. required Wtiole House Fan(Qf�Qr/(Et))Qf= S-9.0 �YP�CaI Floor Framing DetailS �
<br /> Swinging doors: Nominal size+2", All units need to have a certificate posted within 3 feet of the electrical distribution panel 45cfm/1Y0.5 =9Qcfm 50% o erational time switchin on at T ieal Roof Framin Details � � � �
<br /> Bi-Fold doors: Naminal size+l-1/2". @ P � S-9.1 Yp� g
<br /> listing the following informatian: R-values, U-values, duct air leakage test results, least once every 3 hours. l.0 max Sone ratin�. Framin Details � � U
<br /> Bi-Pass doors: NQminal size+0". S-g.2 g
<br /> Windows: Nominal size+0". building envelope air leakage test resitlts,types and efficiencies of heating, cooling and 2.1.5. Unit G Min. renuired Whole�House Fan(Qf=Qr/(Efl}Qf= S_g 3 Framing Detail�s- Unit E1C & D - m -� "
<br /> Sliding glass doors: Nominal size+p". service water heating equipment per R4013 60cfm/1X0.5 = 120efin�a 50/o operational time switching on at � •� � Q
<br /> 8. Fill where re quired with earth free froin or ganic material. Com pact fill in All insulation installation sha11 coinply witll table 402.4.1.1 least once every 3 hours. 1,0 maX Sone rating. S..g.4 Framing Details- Unit E1 B,D,F & E3 � � >
<br /> 12" layers maXimum. All units need to be tested and varified as having an air leakage rate not exceeding 5 air 3. Speci�es: See Electrical Plans for Whole House Fan and Air inlek locations g.,g.5 Framing Details - Unit E 8� E3 � � � p ��
<br /> 9. "Fillish Floor" refers ta the top of concrete slab or top of wood floor changes per hour per R402.4.1.2 4. Outdoor air inlets shall be prov�ded by means of operable ports in window g_g.g Framing Details - Unit G & F t �
<br /> sheathing . All mechanical ducts in unheated space shall be insulated to a minimuiu of R.-8 per R403.2.� frames each inlet providing a minimum of 4 square inches each and all doors r� �
<br /> 10.Exterior walls shall be 2X6 studs at 16" o.c,and interior��alls�hall be 2x4 Mechanical ducts shall be sealing tested per R403.2.2 and WSU RS-33 shall be undercut%"minimum above the finish floor. � � �
<br /> studs at 16° o.c., untess noted otherwise. � �Hot water piping shall be insulated to a minimum of R-4 in both heated and unheated spaces D1 Details �
<br /> 11.Unless other��ise noted, plan dimensions are to face o�studs and face of per R403.4.2 � Minimum Required Local Exhaust Rates per seetion M1507.A D2 Details � �
<br /> concrete walls. Wat�r heaters in Lmheated spaces, or on coneret�'�irall be placed on ininimum of R-10 � � � � •• ���
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<br /> 12.Refer to interior elevations�ox cabinet and counter lengths, dimens�ons, � D3 petails a �
<br /> incompressible insulated surface pei-R403.43 5. Kitchen E�aust fans sha11 be per Table 1507.4 �, �
<br /> countertop materials and detail reference. Verify aIl existing dimensiotis �echanical ventilation shall be� rovided er R403.5 D4 Details �
<br /> before installation. p p (100 cfm intermittent of 25 cfm continuolis). D5 Details �
<br /> 13.Provide caulking bet�ve�n sQle plates and subfloor and between rim jaists at Heating& Gooling equipment shall be sized per R403.6 6. Bathroom/Toilet Room Exhaust�ans shall be
<br /> � both top plate and subfloor. A minimum of 75/o of all permanently installed lamps in lighting fixtures shall be (50 efm intermitant or 20 cfm continuous), D6 Details `
<br /> 14.Hydrants shall be in service prior to start of framing. high-efficacy lamps per R404.1 � �� � � � ��
<br /> 15.Through penetrations and membrane pen�trations of rated wall or Additional Energy Efficiency Requirements(Energy Credits)per R06&Table 406.2 � � �
<br /> floor/ceiling assembly will require firestopping per IFC 703. Unit E1 =Small Dweiling Unit- .5 po�r,t�rP�� �
<br /> See detail 13/D1 for diagram of specifics. Option Sb Efficient Water Heating 1.5 points provided � �� �
<br /> 16.Milbrandt Architects is nat responsible for construction meansz methods, Unit�3 =Medium Dwelling�Unit- 1.5 points_required � �
<br /> techniques or procedures, or for the safety precautio��s and programs in Option Sb Efficient Water Heating 1.5 points provided . � � ��
<br /> conn�ction with the work, and is not responsible for th�failure of any See�lnsulatiou Notas on the Unit Plans, and Insulation and Energy Notes on sheet DS. ( � t , � ��Re rr,��-` ' �� ' -
<br /> cor�tractor or subcontractor ta carry out the work in accordance with the Unit E Option Sb 1.5 points �_�-� �� �� '� '��" Q � � ��
<br /> variolis contract doeilments and or overnin� urisdiction reQardless of what HF�'��a� � ; � _� '�= -- "� � �
<br /> g g� � b Unit El Option Sb 1.5 points _ � ;� � �; ; ; � � �,�,��
<br /> is shown on these drawings. � P�f�F��.,�� ,� �� � � ; � , ; ,� ` �-' Q� � �
<br /> � Unit E3 Option Sb 1.5 points , 4 � : � � ��
<br /> Unit F Option Sb 1.5 points - �- "--! ` � ; '� ` /
<br /> Unit G Option Sb 1.5�points � �f��� � ���� �, '=, ' �j � � � � �
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<br /> DEFERRED SUBMITTALS , f �-_- �f� .� ; .� = ��a.r�cr � �
<br /> � �� F � r� � ,� � � � �
<br /> ACCE$Sl�ILITY � ` ' � � � �
<br /> Shop drawings and calculations are required for: - , �Fu�REr`r �� �� �� %� � � ��
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<br /> � � =a���oR»�� F =� �� � � �
<br /> 1. Roof trusses. See notes on sheet S l. Drawiags and calculations will be '.sraorui� � �; ° � � �r � �
<br /> �ssr' f � �
<br /> , reviewed and stamped by a State of Washington Registered Engineer. Sj �; Building Type E �
<br /> All residential buildings are constructed under the 2012 IRC and per R320 must ___,_ _� ,- � � � �
<br /> 2. Firestopping details. Firestopping methods and materials shatl be meet the provisions of 2012 IBC - Chapter 11 for Group R3 occupancy. As � � �'� ' � Q �
<br /> determined by the Con,tractor e�cept where details ox notes are indicated in � � �"�����'�R�''� �' `� � �
<br /> shown be�ow this project is exetnpt frorn all accessibility requirements. ��- � �u,��,�ac � � ��r� ' Units Lower Level Middle Level upper Leve1 � � � �
<br /> these drawings. Firestopping locations�are indicated in part by detail �3/DL � � �rob�ANo � � �� ��
<br /> Contractor shall submit UL assembly details and product cuts of all relevant ��,-, , e�azr,rRr �, � � �
<br /> IBC Chapter 11 -Accessibility: �.$ i� �'� � Name Unit Count Garage Unit PorchlPatio Unit Deck/Patio Unit Deck/Patio
<br /> situations to the Architect for conformance to the building design. Upon the � - • • � � ' � �
<br /> , All proposed units are mult�istory un�ts and are exempt from accessibility � , � �� .�..r �
<br /> Architect�s approval,they shall be submitted to the Building Official for � � - Q '� � � Unit E 1 508 �37 0 563 64 563 0 "'�"' � �
<br /> requirements per ll07.7.2. F. � ' ," ,�
<br /> approv�l. Firestopping shall not be installed witholit City approval. • In Group R3 where there are no required accessib�e Type A or Type B � � ' '� �� �� Unit F 2 1124 142 0 1310 132 1310 0 � �
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<br /> 3. Electrical and Plumbing design and drawings. units,there are also no accessibie parking space requirements per 1106.2. ,5?Nr� j �� � -,�" ��,�, Unit G 2 902 608 126 1656 150 1656 0 Q
<br /> 4. Pre-enaineered and per-fabricated deck and stair guardrail and hand�ail • Accessible entrances are not required to units that are not Type A or ar �; x�1 �`_�_,,�-� O a
<br /> s stems. Drawin s and calculations shall be reviewed and stam ed b a State T � e B er 11Q5.1.6.2 __ �" l� � �� � �
<br /> Y g P Y Yp P �-Ve�err w -
<br /> ccu�-� � � �� � � ��-�_ ,
<br /> of Washitigton Registered Engineer. • Accessible routes are not required as there are no accessible buildings, � :.� � ���,�« � � `� � � �
<br /> �r�,tir�r Per Floor SF 2534 787 126 3529 346 3529 0
<br /> units or parking within the projeet per 7.104.2 & t 1043. ��ue ��F � j r� }� �� o �
<br /> �~'+ �--�- ��I �n-`�, Building Footprint SF 3447 Building Footprint includes Unit, Garage, Porch, and Patio Square Footage v> Q '
<br /> Building Impervious 4603 Building Impervious includes Overhangs, Patios, Decks and Porches w
<br /> DEStGN LOADS VICI N IT�' MAP T
<br /> Building Total Heated SF 7845 Building Hea#ed Square Footage �
<br /> > 1ob No.: 13-47
<br /> See sheet 51.0 and S 1.1 for Design Loads. N.I.S. Building Total SF 10851 Building Total SF includes heated, Garage, Porch, and Patio � ;
<br /> Sheet No.:
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<br /> Sheet Order: A B U F R E S D I �
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