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<br /> Polygon
<br /> 5052 REGISTERED
<br /> \g)zeARCHITECT
<br /> PROJECT TEAM PROJECT INFORMATION RATED ASSEMBLIES LIST OF DRAWINGS LIST OF DRAWINGSROBERT E. WEIBLE
<br /> STATE OF WASHINGTON
<br /> Assembly Fire Rating Detail
<br /> Owner/Developer Polygon WLH,LLC Project Name: Eclipse Al Cover Sheet R1 Building Type A Roof Plan
<br /> 11624 SE 5th Street,Suite 200 Scope: New construction of one hundred ninety(190)3 story Common walls separating dwelling units: 2-hour 8/Di A1.1 Cover Sheet R2 Building Type B Roof Plan
<br /> Bellevue,WA 98005 Townhome units within thirty three(33)separate buildings.
<br /> (425)586-7700 Exterior walls X 5-feet to assumed shared 1-hour 4/D1 A2 Site Plan R3 Building Type C Roof Plan S
<br /> SITE INFORMATION property line: R4 Building Type D Roof Plan
<br /> Architect: Milbrandt Architects,Inc.,P.S. Type A Floor Plans
<br /> 25 Central Way,Suite 210 Exterior walls X 5-feet or perpendicular non-rated 1CD1 B1 BuildingBuilding R5 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 R7 Building Type F
<br /> Walls separating private garages from living y"GWB garage side 3/DI Partial Roof Plan .s
<br /> Structural Engineer CT Engeneering,Inc. Land Use Zone: Waterfront Commercial space: B4 Building Type D Building Floor Plans R8 Building Type G Roof Plan ,;
<br /> 180 Nickerson St.Suite 302 B5 Building Type E Building Floor Plans Rg Building Type H Partial Roof Plan
<br /> Seattle,WA 98109 Unit Count: E Townhome 28 Floor separating private garages from living 5g"GWB garage ceiling 6/D1 B6 Building Type F Building Floor Plans R10 Building Type H Partial Roof Plan
<br /> (206)285-4512 F Townhome 36 space:
<br /> B7 Building Type F Building Floor Plans R11 Building Type I Partial Roof Plan s
<br /> G Townhome 36 a
<br /> Civil Engineer/Surveyer Core Design,Inc EI Townhome 60 Penetrations(Firestopping): Per situation 13/D1 B8 Building Type G Building Floor Plans R12 Building Type I Partial Roof Plan �-
<br /> 14711 NE 29th Place,Suite 101 E3 Townhome 30 B9 Building Type H Building Floor Plans o
<br /> Bellevue,WA 98007 Total 190 Membrane penetrations by ducts in garages: 26 ga.steel ducting 5/D1
<br /> (425)885-7877 010 Building Type H Building Floor Plans El Building Type A Building Elevations&Sections
<br /> Type �
<br /> Parking: Garage Single 60
<br /> B11 Building Type I Building Floor Plans E2 Building B Elevations&Sections r,
<br /> Building
<br /> Landscape Architect Core Design,Inc Garage Side by Side 132 B12 Building Type I Building Floor Plans .:,E3 Building Type C Building Elevations&Sections
<br /> 14711 NE 29th Place,Suite 101 Garage Tandem 128
<br /> Bellevue,WA 98007Standard Site 25 E4 Building Type D Building Elevations&Sections
<br /> 425 885-7877 U1 Unit E Floor Plans Buildin T e E Buildin Elevations&Sections o 0
<br /> ( ) Parallel Site 8 E5 9 YP 9
<br /> Apron Open 256 U2 Unit E Framing PlansE6 Building Type F Building Elevations&Sections
<br /> Total 609 z
<br /> U3 Unit E Electrical Plans E7 Building Type G Building Elevations&Sections
<br /> GENERAL NOTES ENERGY NOTES VENTILATION NOTES U4 Unit E1A,El B,E1C,El D,EIE&ElF Floor Plans E8 Building Type H Building Elevations&Sections
<br /> U5 Unit EiA,E1 B,E1C,E1 D,E1 E&E1 F Framing Plans E9 Building Type I Building Elevations&Sections
<br /> 1. 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 U6 Unit EIA,El B,El C,El D,El E&El F Electrical Plans a
<br /> jurisdiction 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 amendments. U7 Unit E3A,E3B,E3C&E3D Floor Plans S 1.0 Structural Notes a N
<br /> 2. Do not scale drawings. calculations. 2.System Type: Whole house ventilation system using exhaust fans per section U7.1 Unit E3A&E3B Floor Plans o
<br /> 3. Verifyall rough-in dimensions for equipment in this contract orS-1.1 Structural Notes and Schedules
<br /> gprovidedby All residential units shall comply with the Requirements By Component Table 402.1.1. M1507.3.4 operating intermittently using table M1507.3.3(2). Ug Unit E3A,E3B,E3C&E3D Framing Plans
<br /> others. Including but not limited to the following: Associated Notes/Details 2.1.1. Unit E Min required Whole House Fan(Qf=Qr/(Ef))Qf= S-1.2 Shearwall Schedule and Details
<br /> All rough ins shall be approved and fireblocking shall be installed prior to Code Requirements Showing Compliance 45cfm/lx0.5=90cfm @ 50%operational time,switching on at U9 Unit E3A,E3B,E3C&E3D Electrical Plans S-1.3 Holdowns Schedule and Details
<br /> framing inspection. Window U-Factor 0.30 Insulation Notes UI,U4,U7,U10&U13 least once ever 3 hours.1.0 max Sone rating. U10 Unit F Floor Plans `*'�
<br /> 4. Verify size and location of and provide all openings through floors and walls, S-1.4 SWSB Details
<br /> furring,anchors,inserts,rough bucks and backing for surface mounted items. Ceiling R-Value R-49 17/Dl 2.1.2. Unit El Min.required Whole House Fan(Qf=Qr/(Ef))Qf' U11 Unit F Framing Plans S-6.0 Typical Concrete Details O m
<br /> 5. Provide furring as required to conceal mechanical and electrical work in all Wood Frame Wall R-Value R-21 int. 1,3,&4/D1 45cfm/l x0.5=90cfm @50%operational time switching on at U12 Unit F Electrical Plans S_9 0 Typical Floor Framing Details CD o
<br /> finished areas. Floor R-Value R-30 5/D1 least once every 3 hours.1.0 max Sone rating. o c 1r
<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 Min.required Whole House Fan(Q&Qr/(Ef))Qgt UI3 Unit G Floor Plans S-9.1 Typical Roof Framing Details
<br /> NC details shall be 3"from face of stud to edge of rough openings or centered Slab R-Value&Depth R-10,2ft,or topof fig. 1,9,&10/D2 45cfm/1x0.5=90cfm@50%operational time switchingon at U14 Unit G Framing Plans FramingDetails
<br /> 0
<br /> g gP P S-9.2 �/�
<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. U15 Unit G Electrical Plans S_9_3 Framing Details-Unit E1C&D 0
<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(QQr/(Ef))Qf=
<br /> All units need to have a certificate posted within 3 feet of the electrical distribution panel 45cfm/1x0.5=90cfm operational time switching on at U16 Unit E Interior Elevations&Stair Plans S_9.4 Framing Details-Unit El B,D,F&E3
<br /> Swingingdoors: Nominal size+2". @50%
<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. U17 Unit El Interior Elevations&Stair Plans S-9.5 Framing Details-Unit E&E3CD
<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/(Ef))Qf= U18 Unit E3 Interior Elevations&Stair Plans S-g.6 Framing Details-Unit G&F o Q
<br /> Windows: Nominal size+0". service water heatingequipment R401.3 60cfm/lxO.5=120cfn@50%operational time switchingon at
<br /> perp U19 Unit F Interior Elevations&Stair Plans
<br /> Sliding glass doors: Nominal size+0". n >
<br /> All insulation installation shall comply with table 402.4.1.1 least once every 3 hours.1.0 max Sone rating.
<br /> 8. Fill where required with earth free from organic material. Compact fill in U20 Unit G Interior Elevations&Stair Plans D1 Details E
<br /> 12"layers maximum. 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
<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 D2 Details
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<br /> sheathing. All mechanical ducts in unheated 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 Fl Building Type A Foundation Plan D3 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%2"minimum above the finish floor. F2 Building Type A Shear Plans D4 Details
<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 F3 Building Type A Roof Framing Plan D5 Details
<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 F4 Building Type B Foundation Plan d N
<br /> concrete walls. Water heaters in unheated spaces,or on concrete floors shall be placed on minimum of R-10 D6 Details a i2
<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 F5 Building Type B Shear Plans �+ Z
<br /> countertop materials and detail reference. Verify all existing dimensions Mechanical ventilation shall be provided per R403.5 (100 cfm intermittent of 25 cfm continuous). F6 Building Type B Roof Framing Plan
<br /> before installation. Heating&Cooling equipment shall be sized per R403.6 6.Bathroom/Toilet Room Exhaust fans shall be F7 Building Type C Partial Foundation Plan
<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 shall be (50 cfm Bathroom/Toilet
<br /> or 20 cfm continuous).
<br /> both top plate and subfloor. F8 Building Type C Partial Foundation Plan
<br /> 14.Hydrants shall be in service prior to start of framing. high-efficacy lamps per R404.1
<br /> Additional EnergyEfficiencyRequirements(EnergyCredits)per R06&Table 406.2 F9 Building Type C Shear Plans ♦"r
<br /> 15.Through penetrations and membrane penetrations of rated wall or q
<br /> floor/ceilingassemblywill require firestopping per IFC 703. Unit El=Small Dwelling Unit-.5 poinr�required , F10 Building Type C Roof Framing Plan
<br /> q PP g t,ERErr A, r „---
<br /> See
<br /> See detail 13/Dl for diagram of specifics. Option 5b Efficient Water Heating 1.5 points provided ` Fl i ding Type D Foundation Plan CD
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<br /> 16.Milbrandt Architects is not responsible for construction means methods, Unit E3=Medium Dwelling Unit-1.5 points required HF rr a -__-J BuildingType D
<br /> P � �_� � 21"."..".--
<br /> 6.
<br /> �� F12 YP Shear Plans
<br /> techniques or procedures,or for the safety precautions and programs in Option 5b Efficient Water Heating 1.5 points provided pm+-n-' Q =
<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 05. _ / F13 Building Type D Roof Framing Plans O
<br /> contractor or subcontractor to carry out the work in accordance with the Unit E Option 5b 1.5 points i .. _ i ; F14 Building Type E Foundation Plan
<br /> RS
<br /> various contract documents and or governing jurisdiction,regardless of what Unit El Option 5b 1.5points . 1 Q ! t ' Q.
<br /> P �--�- �q - F15 Building Type E Shear Plans ;
<br /> is shown on these drawings. Unit E3 Option 5b 1.5 points -- i a ' ,
<br /> ' �- x Ø PROJECT F16 Building Type E Roof Framing Plan
<br /> Unit F Option 5b 1.5 points , 1"r- i BuildingType F
<br /> Unit G Option Sb 1.5 points �' 4 r �-5, 1 , F17 yp Partial Foundation Plan cl) _
<br /> Q G
<br /> £VERErr 4 , . F18 Building Type F Partial Foundation Plan V
<br /> DEFERRED SUBMITTALS _Isr�c,^//i F19 Building Type F Shear Plans COz N
<br /> 4sir , 11) F20 Building Type F Roof Framing Plan a E H
<br /> ACCESSIBILITY
<br /> Shop drawings and calculations are required for: `' F21 Building Type G Foundation Plan 0 3
<br /> FIiERGRFEN ¢ �
<br /> 1. Roof trusses. See notes on sheet S1. Drawings and calculations will be - : FUNERAL ND o F22 Building Type G Shear Plans . 5 t
<br /> reviewed and stamped by a State of Washington Registered Engineer. HOMF RS
<br /> t ��e cE�EraRr, F23 Building Type G Roof Framing Plan =
<br /> 2. Firestopping details. Firestopping methods and materials shall be All residential buildings are constructed under the 2012 IRC and per R320 mus 0
<br /> PP g � F24 Building Type H Partial Foundation PlanC i
<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 O y Z
<br /> these drawings. Firestopping locations are indicated in part by detail 13/D1. shown below this project is exempt from all accessibility requirements. o
<br /> F25 Building Type H Partial Foundation Plan Lu
<br /> Contractor shall submit UL assembly details and product cuts of all relevant - m, ti F26 Building Type H Shear Plans r W =
<br /> situations to the Architect for conformance to the building design. Upon the IBC Chapter 11-Accessibility: 52No 1z F27 Building Type H Roof Framing Plans '�"�
<br /> Architect's approval,theyshall be submitted to the Building Official for • All proposed units are multistory units and are exempt from accessibility ST , -.
<br /> pP g requirementsper 1107.7.2. FUERErT F28 Building Type I Partial Foundation Plan
<br /> C CD
<br /> approval. Firestopping shall not be installed without City approval. q GOLF& _- F29 Building Type I Partial Foundation Plan
<br /> • In Group R3 where there are no required accessible Type A or Type B COUNTRY 6 `i L0 iL 0
<br /> 3. Electrical and Plumbing design and drawings. �/`.� � •-� BuildingType I
<br /> units,there are also no accessible parking space requirements per 1 106.2. cau9 ,r t--; 02 F30 YP Shear Plans 0 a
<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 ?-_.._.r _ Building Type I
<br /> systems. Drawings and calculations shall be reviewed and stamped by a State q P F31 9 Yp Shear Plans a)
<br /> Type B per 1105.1.6.2
<br /> F32 Building Type I Partial Roof Framing Plan
<br /> of Washington Registered Engineer. • Accessible routes are not required as there are no accessible buildings, VICINITY MAP F33
<br /> units or parking within the project per 1104.2&1104.3. Building Type I Partial Roof Framing Plan c
<br /> N.I.S.
<br /> DESIGN LOADS
<br /> Job No.: 13-47
<br /> See sheet S1.0 and S1.1 for Design Loads. -s Sheet No.:
<br /> Q
<br /> r Al
<br /> Sheet Order: A B U F R E S D 12
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