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<br /> �5052 REGISTERED
<br /> ARCHITECT
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<br /> PROjECT TEAM PROjECT INFORMATION RATED ASSEMBLIES LIST OF DRAWINGS 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 Sh-eet, Suite 200 Scope: New construction of one hundred ninety(190)3 story Common walls separating dwelling units: 2-hour 8/D 1 A1 Cover Sheet ' �, i �
<br /> Bellevue, WA 98005 Townhome units witllin thirty three(33) separate buildings. A2 Site Plan ( � �
<br /> (425) 586-7700 Exterior walls X 5-feet to assumed shared 1-hour 4/D 1 � �
<br /> S I T E 1 N FO RMAT 1 O N property line: N
<br /> Architect: Milbrandt Architects, Inc.,P.S. B3 Building Type C Building Floor Plans s
<br /> 25 Central Way, Suite 210 Exterior walls X 5-feet or perpendicular non-rated 1/D1 , �' �
<br /> Kirkland, WA 98033 Site Address: 2808 36th PI. to assumed shared property line: ', .Q
<br /> (425)454-7130 Everett, WA 98201 U4 Unit E1A, E1 B, E1 C, E1 D, E1 E & E1 F Floor Plans
<br /> Walls separating private garages from living %" GWB garage side 3/D1 U5 Unit E1A, E1 B, E1 C, E1 D, E1 E & E1 F Framing Plans ' "'. _
<br /> Structural Engineer CT Engeneering, Inc. Land Use Zone: Waterfront Commercial space: � �'
<br /> 180 Nickerson St. Suite 302 Ug Unit E1A, E1 B, E1 C, E1 D, E1 E & E1 F Electrical Plans � �I z
<br /> Seattle, WA 98109 Unit Count: E Townhome 28 Floor separating private garages from living %" GWB garage ceiling 6/D 1 U7 Unit E3A, E3B, E3C 8� E3D Floor Plans ; �
<br /> (206) 285-4512 F Townhome 36 space: U7.1 Unit E3A & E3B Floor Plans I � w' �
<br /> G Townhome 36 �g Unit E3A, E3B, E3C & E3D Framing Plans ' � '
<br /> Civil Engineer/Surveyer Core Design, Inc Penetrations(Firestopping): Per situation l3/D1 ; a
<br /> 14711 NE 29th Place Suite 101 �l Tow�lhome 60 Ug
<br /> � E3 Townhome 30 Unit E3A, E3B, E3C & E3D Electrical Plans i �
<br /> Bellevue, WA 98007 Total 19p Membrane penetrations by ducts in garages: 26 ga. steel ducting 5/D1 U17 Unit E1 Interior Elevations & Stair Plans � �
<br /> (425) 885-7877 �
<br /> U18 Unit E3 Interior Elevations & Stair Plans
<br /> Landscape Architect Core Design, Inc Parking: Garage Single 60 � �
<br /> Garage Side by Side 132 �
<br /> 14711 NE 29th Place, Suite I Ol Garage Tandem 128 F7 Building Type C Partial Foundation Plan
<br /> Bellevue, WA 98007 0 �
<br /> (425) 885-7877 Standard Site 25 Fg Building Type C Partial Foundation Plan i o a «
<br /> Parallel Site 8
<br /> Apron Open 256 Fg Building Type C Shear Plans � �
<br /> Total 609 F10 Building Type C Roof Framing Plan , ; Z �
<br /> GENERAL NOTES ENERGY NOTES VENTILATION NOTES R3 Building Type C Roof Plan '
<br /> L Comply with 2012 IRC and all applicable codes and ordinances of the local Reference: 2012 International Energy Conservation Code of The State of Washington 1. Design Criteria: 2012 International Residential Code and the 2012 E3 Building Type C Building Elevations & Sections °' � •
<br /> jurisdiction and the State of Washington. (2012 IECC-WA)Chapter 4 using climate zone catagory 5 & marine 4 for al) lnternational Mechanical Code with Washington State amendments. � � �
<br /> 2. Do not scale drawings. calculations. 2. System Type: Whole house ventilation system using exhaust fans per section � �
<br /> 3. Verify all rough-in dimensions for equipment provided in this contract or by All residential units shall comply with the Requirements By Component Table 402.1.1. M1507.3.4 operating intermittently using table M1507.33(2). S-1.0 Structural Notes o �
<br /> others. Includin but not limited to the followin Associated Notes/Detaiis 2.l.1. Llnit E Min re uired Whole House Fan � r/ E �
<br /> All rough-ins shall be approved and fireblocking shall be installed prior to g g' q o �Q Q � ��Q S-1.1 Structural Notes and Schedules
<br /> Code Requirements Showing Compliance 45cfm/1 x0.5 =90cfm @ 50/o operational time switching on at
<br /> framing inspection. � S-1.2 Shearwall Schedule and Details �
<br /> 4. Verify size and location of and provide all openings through floors and walls, W�ndow U-Factor 0.30 Insulation Notes U1, U4,U7,Ul0 &U13 least once ever 3 hours. 1.0 max Sone rating. .�
<br /> furring, anchors, inserts, rough bucks and backing for surface mounted items. Ceiling R-Value R-49 17/DI 2.1.2. Unit EI Min. required Whole House Fan (Qf=Qr/(Efl)Qf= S-1.3 Holdowns Schedule and Details �
<br /> Wood Frame Wall R-Value R-21 int. l 3 &4/Dl 45cfm/Ix0.5 =90cfm 50%o erational time switchin on at S-1.4 SWSB Details t°
<br /> 5. Provide furring as required to conceal mechanical and electrical work in all > > @ P g V r'
<br /> finished areas. Floar R-Value R-30 5 /D1 least once every 3 hours. 1.0 max Sone rating. S-6.0 Typical Concrete Details � � Q N
<br /> 6. A ll sw i n g i n g d o o r s n o t l o c a t e d b y d i m e n s i o n s o n p l a n s, i n t e r i o r e l e v a t i o n s, o r Below Grade Wall 10/15/21 in t. +T B N/A 2.1.3. U n i t E 3 M i n. r e q u i r e d W h o le H o u s e Fan (Qf=Qr1(E�)Qf S_g � T y p i c a l F l o o r F r a m i n g D e t a i l s � Q r-
<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 @50% operational time switching on at S_9 � Typical Roof Framing Details � � �
<br /> between room partitions as shown. "int." (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 with a min. of R-10 see 6/D4 and corners full msulated see 4/D3 . 2.1.4. Unit F Min. re uired Whole House Fan f- r/ E f S-g,2 Framing Details .
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<br /> Swinging doors: Nominal size +2". All units need to have a certificate posted within 3 feet of the electrical distribution panel 45cfm/l x0.5 =90cfm @50% operational time switching on at 8_9.3 Framing Details- Unit E1 C & D � �
<br /> Bi-Fold doors: Nominal size+1-1/2". listing the following information: R-values, U-values,duct air leakage test results, least once every 3 hours. 1.0 max Sone rating. g_g 4 Framing Details- Unit E1 B,D,F 8� E3 '�
<br /> Bi-Pass doors: Nominal size+0 . building envelope air leakage test results types and efficiencies of heating, cooling and 2.1.5. Unit G Min. required Whole House Fan (Qf=Qr/(Efl)Qf= � � m �
<br /> Windows: Nominal size+p". ' g_9.5 Framing Details- Unit E & E3 -� Q
<br /> „ service water heating equipment per R401.3 60cfm/1 x0.5 = 120cfm @50% operational time switching on at > '� _ �
<br /> Sliding glass doors: Nominal size+0 . g_g.g Framing Details - Unit G & F � a �
<br /> 8. Fill where required with earth free from organic material. Compact fill in All insulation installation shall eomply with table 402.4.1.1 least once every 3 hours. 1.0 max Sone rating. m �
<br /> 12" layers ma�cimum. All units need to be tested and verified as having an air leakage rate not exceeding 5 air 3. Specifics: See Electrical Plans for Whole House Fan and Air inlet locations � 0 -
<br /> 9. "Finish Floor" refers to the top of concrete 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 D1 Details �
<br /> sheathing . All mechanical ducts in unlaeated 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 D2 Details �
<br /> 10.Exterior walls shall be 2x6 studs at 16" o.c. and interior walls shall be 2x4 Mechanical ducts shall 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 otherwise. Hot water piping shall be insulated to a minimum of R-4 in both heated and unheated spaces D3 Details r
<br /> 11.Unless otherwise noted, plan dimensions are to face of studs and face of per R403.4.2 Minimum Required Local Exhaust Rates per section M1507.4 D4 Details
<br /> concrete walls. Water heaters in unheated spaces,or on coneret�ll be placed on minimum of R-10 D5 Details � Z
<br /> 12.Refer to interior elevations for cabinet and counter lengths,dimensions, incompressible insulated surface per R403.4.3 5. Kitchen Exhaust fans shall be per Table 1507.4 �+ �
<br /> coun te r top ma teria ls an d de tai l re ference. Veri f y a l l exis ting dimensions Mechanical ventilation shall be provided per R403.5 (100 cfm intermittent of 25 cfm continuous). D 6 Details
<br /> before installation. Heating& Cooling equipment shall be sized per R403.6 6. Bathroom/Toilet Room Exhaust fans shall be
<br /> 13.Provide caulking between sole plates and subfloor and between rim joists at A minimum of 75%of all permanently installed lamps in lighting fixtures shal) be (50 cfm intermitant or 20 cfm continuous).
<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 /> 15.Through penetrations and membrane penetrations of rated wal) or Additional Energy Efficiency Requirements(Energy Credits)per R06 & Table 406.2 � �
<br /> floor/ceiling assembly will require firestopping per [FC 703, Unit EI = Small Dwelling Unit- .5 po�nr�rP�„�r�� �
<br /> See detail 13/DI for diagram ofspecifics. Option Sb Efficient Water Heating 1.5 points provided �
<br /> 16.Milbrandt Architects is not responsible for construction means, methods, Unit E3 = Medium Dwelling Unit- 1.5 points required � �
<br /> techniques or procedures, or for the safety precautions and programs in Option Sb Efficient Water Heating 1.5 points provided , � �
<br /> connection with the work,and is not responsible for the failure of any See Insulation Notes on the Unit Plans, and Insulation and Energy Notes on sheet D5. E�ER�rrR� i � '
<br /> contractor or subcontractor to carry out the work in accordance with the Unit E Option Sb l.5 points � ��` �- ' �,./ � �
<br /> various contract documents and or overnin 'urisdiction re ardless of what "��''r�� ��= �`���� �
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<br /> g g� � g Unit E1 Option Sb 1.5 points _ �� / z� � Q.
<br /> is shown on these drawings. ��ciF�e,a� � '
<br /> Unit E3 Option Sb 1.5 points �j � � �
<br /> Unit F Option Sb 1.5 points - - - % % � O
<br /> Unit G Option Sb 1.5 points � �� � �� � � - � �
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<br /> �_ � ,� ,� PROlECT � �
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<br /> DEFERRED SUBMITTALS -� � -- - �, ! tn � __ N
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<br /> Shop drawings and calculations are re uired for: ACCESti7I B I LI I i EuE-RErr ✓� �a � � N � �
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<br /> l. Roof trusses. See notes on sheet S 1. Drawi��gs and calculations will be _ , .sra���,u 1, I , � � � � ��
<br /> reviewed and stamped by a State of Washington Registered Engineer. 45rT ' � ��� � '� `°, Building Type C � � �+ �
<br /> All residential buildings are consxructed under the 2012 IRC and per R320 must ' �� �,, .
<br /> 2. Firestopping details. Firestopping methods and materials shall be • �� ' ��, Units �ower Level M�dd�e Level Upper Level
<br /> _ meet the provisions of 2012 IBC - Chapter 11 for Group R3 occupancy.As -E�£Rc�Etn� � - --.-�--- - - ---- - -- , --- � i �
<br /> determined by the Contractor except where details or notes are indicated �n shown below this project is exempt from all accessibility requirements. �� xoMC��i�e � s�r� ; Name Unit Count Garage Unit Porch/Pati Unit Deck/Patio Unit QecwPatio � O ; Z
<br /> these drawings. Firestopping locations are indicated in part by detail 13/Dl. � � � � .
<br /> Q�� eEnaEraRr � � E1B 1 322 20$ 49 575 0 561 0
<br /> Contractor shall submit UL assembly details and product cuts of all relevant IBC Chapter 11 - Accessibility: ��y0� � ��� �� E1C 1 322 208 95 569 0 555 0
<br /> situations to the Architect for conformance to the building design. Upon the • All proposed units are mulristory units and are exempt from accessibility � ' ��' � �
<br /> Architect's approval,they shall be submitted to the Building Official for requirements per 1107.7.2. Q � ' /� E1D 2 644 416 190 1150 0 1122 0 �
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<br /> a roval. Firesto in shall not be installed without Ci a roval. � ,� � �� E1 E 1 322 208 44 569 0 555 0 � �
<br /> PP PP g h' PP • In Group R3 where there are no required accessible Type A or Type B � o
<br /> 3. Electrical and Plumbing design and drawings. units, there are also no accessible parking space requirements per 1106.2. SZ,�o ', � z � �? E3A 2 778 550 138 1292 0 1254 0 Q
<br /> 4. Pre-engineered and per-fabricated deck and stair guardrail and handrail • Accessible entrances are not required to units that are not Type A or Sr � `_ '� � �. '
<br /> systems. Drawings and calculations shall be reviewed and stamped by a State Type B per 1105.1.6.2 �u�R�-rr � �
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<br /> of Washington Registered Engineer. � Accessible routes are not required as there are no accessible buildings, couN;Rr m�',,: - �ocs�z� � Per Floor SF 2388 1590 516 4155 0 4047 0 � �
<br /> units or parking within the project per l 104.2 & 1 104.3. ��-'� � I Z ` �
<br /> ��'!, �� \\ Building Footprint SF 4494 Building Footprint includes Unit, Garage, Porch, and Patio Square Footage � ,
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<br /> D ES 1 G N LOAD S V I C 1 N 1 TY MA P Building Impervious 5092 Building Impervious includes Overhangs, Patios, Decks and Porches =
<br /> Building Total Heated SF 97g2 Building Heated Square Footage w
<br /> > Job No.: 13-47 �
<br /> N.I.S. Building Total SF 12696 Building Total SF includes Unit Heated, Garage and Porch/Patio SF �
<br /> See sheet 51.0 and Sl.l for Design Loads. Sheet No.:
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<br /> Sheet Order: A B U F R E S D I �
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