|
� _ . ,,.
<br /> ■ ■
<br /> �%� � �' �
<br /> ���� � �:: � !
<br /> e < � 3 �
<br /> � I � ���� C��� � ��:� � �, :
<br /> l� � �� � � ��� � � � �''����� ; �
<br /> � .
<br /> . f�;s jc������ ���� ����� �,���' ;
<br /> � � �� � � ' � � �;���fartd� �f€�sl�i�g��� "�s8(���, ?:
<br /> � �.�2�45����q '�}���4��,1���5� :
<br /> i�ebn ww�r��r��r�►�d�arc#t���t; ;
<br /> 1.T'
<br /> �
<br /> �5052 REGISTERED
<br /> ARCHITECT
<br /> �
<br /> PROJECT T'EA►li�[ PROJECT INF�RIVIATION RATED �S5EIV1 LIES LIST (�F DRAWINGS R°B�RT �. WE'��E
<br /> STATE OF WASHINGTON
<br /> Assembly Fire Rating Detail
<br /> Ovvner/Develo�er Yolygon WLH, LLC Project Naine: Eclipse
<br /> 11624 SE Sth Street, Suite 200 Scope: New construction of one hundred ninety(190}3 story Common walls separating dwelling units: 2-hour 8ID1 A1 Cover Sheet � � ��
<br /> Bellevue, WA 98005 Townhome units��ithin thi�-ty three(33) s�parate buileiings. A2 Site Plan >
<br /> (425)586-7700 ���� ����������� EYterior walls X 5-feetto assumed shared 1-hour 41D1 �
<br /> property line: `�
<br /> Architect: Milbrancit Architects, Inc., P.S. g� Building Type A Building Floor Pians �
<br /> 25 Central Way, S�ute 210 E�terior walls X 5-feet or perpendicular non-rat�d VD1 �_�__ ���_�_�_����_������ � •�'
<br /> Kirklancl, �VA 98033 to ass«med sharecl property line: ;s
<br /> (42S)454-713Q Site Adciress: 2808 36th Pl. U4 Unit E1A, E1 B E1 C, E1�, E1 E & E1 F
<br /> Everett, WA 98201 � Floor Plans � �
<br /> Walls separating pr•ivate garages from living �" GWB garage side 3/D I U5 Unit E1A, E1 B, E1 C, E1 D, E1 E & E1 F Framing Plans � �
<br /> �:
<br /> Structural Engineer CT Engeneering, Inc. I,and Use Zone: Waterfront Commereial space: �� Unit E1A, E1 B, E1 G, E1 D, E1 E & E1 F Eiectrical Plans v� � •
<br /> 180 Nickerson St. Suite 302 z �
<br /> Seatt(e, WA 981Q9 Unit Count: E Townhome 28 Floor separating private garages from living %" GWB garage ceiling 61D1 U7 Unit E3A, E3B, E3C & E3D Floor Plans o y;
<br /> (206)285-4512 space: �g Unit E3A E3B E3C & E3D Framing Plans � �
<br /> , F Townhorne 36 > > W �
<br /> G Townhome 36 ,, �g Unit E3A, E3B, E3C & E3D Electricat Pfans � "
<br /> � Civil Engineer/Suryeyer Core DEsign,Inc Penetrations(Fic�stopping�: Per situation l�/D 1 � � a
<br /> 14711 NE 29th Place Suite 141 E1 Townhome 60 U17 Unit E1 Interior Elevatians & Stair Pfans v -�
<br /> � E3 Tawnhome 30 W =
<br /> Bellevue, WA 980Q7 Total 190 Membrane penetrations by ducts in garages: 26 ga. steel ducting 5/D I U18 Unit E3 Interior Elevations & Stair Plans v �,
<br /> (425) $85-7877 v �
<br /> Parkina: Garage Single 60 -� Q �,
<br /> Landscape Architect Core Design, Inc F1 Building Type A Foundation Plan - °°
<br /> Garage Side by Side 132
<br /> � �
<br /> 147ll NE 29th Place, Suite 101 Garage Tandem 128 F� Building Type A Shear Plans r � �
<br /> Bellevue, WA 98007 Standard Site 25 F3 Building Type A Roof Framing Plan C° "- �"
<br /> (425) 885-7877 Para�iel Site 8 � � �'`
<br /> Apron Open 256 � � •
<br /> Total 6Q9 R1 Building Type A Roof Plan ,� Z �v
<br /> � V
<br /> GEN ERAL NOTES �N E�GY IV07'ES VENT'1 LATI(Jf�l Nt7T'ES E1 Building Type A �u��d�ng E�evat�ons & Se�t�ons -
<br /> � l. Co�nply with 2012 ZRC and all applicable codes and ordinanaes of the local Reference: 2012 [nternational Energy Coiiservation Code af The State of Washington 1. Design Criteria: 2Q12 International Residential Code�and the 2012 � cti
<br /> J � (2012 IECGW�1)Chapter 4 ��sing climate�one catagory S &marine 4 for all International M�chanical Code with Washington State amendments. �S-1�0 Structural Notes .= r
<br /> urisdiction and the State of Washin ton. � o �
<br /> 2. Do not scale clrawings. caleulations. 2. System Type: Whole liouse ventilation system using exhaust fans per section S-1.1 Structural Notes and Schedules � � �
<br /> 3. Verify a11 t•attgh-in dimensions for ec�uipment provided in this contraet or by A11 residential units sha11 comply wifh the Requirements By Component Tab1e�402.L1. M1507.3.4 operatina intermitte�tly using table M1507.33(2). S-`(.2 Shearwall Schedule and Details c �
<br /> otliers. Includin but not limited to the followin � Associated NoteslDetai�s 2.1.1. Unit E Min re uired Whole�louse Fan � r/ E f- �
<br /> g g� �l �Q -Q � �) Q - S-1.3 Holdowns Schedule and Details
<br /> All rou�h-ins shall be approved and fireblocking shall be installed prior to ,
<br /> Code Requirements Slia�ving Compliance 45cfm/1x0.5 =9Qcfm @ 50%operational time, s�vitching on at
<br /> framing inspection. S-1.4 SWSB Details
<br /> 4. Verif size anci location of and rovide all o enin s thro« h floors and�valls W�ndow U-Factor 0.30 Insulatian Notes U 1. U4,U7, U10 & U 13 least once ever 3 hours. 1..0 maY S�ne rating. �
<br /> y p p � g � � S-6.0 Typical Concrete Details �
<br /> furring, anchors, inserts,rough bucks and backing for surface mou�rted items. Ceiling R-Value R-49 17/D1 2.1.2. Unit El Min. required Whole House Fan(Qf=Qr!(Et)}Qf ,
<br /> � �Vood Frame Wall R-Value R-21 int. 1 3 &4/Dl 45cfin/1 Y0.5 =90ctin c�50% o erational time switchin on at S-9.0 Typical Floor Framing Details �
<br /> 5. [rovide fitrring as required to conceal mechanical and electrical w�rk in a11 > > � P �� � � r ��
<br /> finished areas. Floor R-Value R-30 5/DI least once every 3 hours. 1.0 maX Sone rating. S_g.� Typical Roof Framing Details � � � N
<br /> 6. All sevin gin g eloors ilot located b y climensions on plans, interior elevations, or Below Grade Wall 10l15/21 int. +TB N/A 2.13. Unit Ea Nlin. re q«ired Whole House Fan (Qf=Qr/(Et))Qf= S_g 2 F r a m i n g D e t a i l s � Q o �
<br /> details shall be 3" from f'ace of stud to edge of rough openings or centered Slab R-Value& Depth R-10, 2ft, or top of ftg. l, 9, &10/D2 45cfm/1Y0.5 -90cfm c�50% operational time switching o�i at S_g 3 Framing Details- Unit E1C & D � v1+
<br /> between room partitions as shown. "int." (intermediate framing)denotes standard tiamin� 16" o,c. with headers least once every 3 hours. 1.0 maY Sone rating. � �
<br /> 7. Plans are clrawn assuming the�ollowing rough o�enings: insulated��vith a min. of R-10 see 61I)4 and cocners fi�l� lnsulated see�/D3 . 2.1.4. Unit F Nlin. rec«ired WhQla House Fan f- r/ E f S-9.4 Framing Details- Unit E1 B,D,F & E3
<br /> ( ) Y ( ) � � (Q -Q ( '�?)Q - �1
<br /> S��inging doors: Nanninal size+2", All units need to have a certifi.cate posted�vithin 3 feet of the el�ctrical distribution panel �Scfml1X0�5 =90cfm @50°lo Qperational tiine switching on at S_g,� Framing Details- Unit E & E3 �
<br /> Bi-Fold doors: Nominal size+1_If2". listing the following information: K-vali�es, U-values, duct air leaka�e test results, least once every 3 ho�irs. 1.0 maY Sone rating. S_g g Framing Details- Unit G & F � � V
<br /> Bi-Pass doors: Nomala�size+0 . building envelope air leakage test results,types and efficiencies of heating,cooling and 2.1.5, Utut G�Min. required Whole House Fan(Qf Qr/(E�)Q� � � m �
<br /> Windows: Nominal size+0 . service water heating equipment per R401.3 60�fm/IX0,5 = 120cfin ��50% operational time switching on at � '� � <C
<br /> Sliding�lass doors: Nominal size+0 . � 3 �
<br /> A l l i n s u l a t i o n i n s t al l a t i o n s l�a l l c o m p l y w i t h t a b l e 4 0 2.4.1.1 l e a s t o n c e e v e r y 3 h o u r s. 1.0 m a X S o n e r a t i n�. D1 Details a
<br /> 8. Fill where rec�uired �vith earth�free from organic inateriaL Compaet fill in � (� a �
<br /> 12" layers maximum. All units need to be tested and verified as having an air leal<age rate not eXceeding 5 air 3. Specifics: See Electrical Plans for Whole Eiotzse Fan and Air inlet Iocations D2 Details
<br /> 9. °Finish Floor"refers to the to of concrete slab or to of wood floor ehanges per hour per R402.4.1.2 4. Outdoor air inlets shall be provided by means of operable ports in window � .
<br /> p A D3 Details
<br /> sheatliing . All mechanical ducts in unheated spa�e shall be insulated to a minimum Qf R-8 pe�•R4032.1 fcames each inlet pioviding a minunum of 4 square inches each and all doors D4 Details � �
<br /> 10.Exterior walls shall be 2Y6 studs at 16" a.c. and interior walls shall be 2Y4 Mechanieal ducts shall be sealitlg tested per R403.2.2 and WSU �5-33 sli�ll be undercut%" minimtun above the finish floor.
<br /> studs at 16" o.e.,unless noted otherwise. Hot water pipi►tg shall be insulated to a minimt�m of R-4 in both heated and unheat�d spac�s D5 Detai(s �
<br /> 11.U�nless otherwise noted,plan dimensions are to face of studs �nd�aee of per R403.4.2 Minimum Required Local EXhaust Rates per section M1507.4 D6 Details
<br /> concrete wails. Water heateis in unheatad spaees, or on concret��r�irall be placed on minimum of R-1.0 � � � � �
<br /> 12.Re�fer to intexior elevations for cabinet and cou«ter lengths, ditnensions, � � �
<br /> incompr�ssible insulated surface per R4Q3.4.3 5. Kitchen EXhaust fans shall be per Table 1507.4 �..� Z
<br /> countertop materials and detail reference, Verify all eYisting dimensions NTechanical ventilation shall be provided per R403.5 (100 cfm intermittent of 25 cfm continuo��s).
<br /> before installation. Heating& Cooling equipxner�t sl�all be sized per R403.6 6. Bathroom/Toilet Rooin EXliaust faxis shall be
<br /> 13.Provide cau(ku1�between sole plates and subfloor and betwe�n rim joists at A mitiimum of 75%of all p�rmanently iristalled lamps in Iightina fixtures shall be (50 efm intermitant or 20 cfm contir�ttous).
<br /> both t�p plate�nd subfloo�. �� � � �
<br /> 14.Hydrants shall be in service prior to start of framing. high-efticacy lamps per R4041
<br /> 15.Through penetrations and rrsembrane penetrations of rated wall or AdditiQilal Energy Efficieney Requirements(Energy Credits)per R06 & Table 406.2 �
<br /> tloor/ceiling assembly�vill require firestopping per IFC 703. Unit E 1 =Small Dw�lling Unit- .5 poi�r_equi�:ecL �
<br /> See detai� l�/D 1 for diagram of specifics. Option Sb Eff'icient Water Heating 1.5 poiuts provided Q� �
<br /> 16.Milbr-andt Architects is not responsible for eonstruction means,methods, Unit E3 =Medium Dwelling Unit- 1.5 points required � �
<br /> techniques or procedures, oc for�he safety precautions and programs in Option Sb Efficient Water He�ting 1.5 points provided f - � �
<br /> connection with the work, and is not res onsible for the failure of an ! � - � ; ��
<br /> P Y See�nsulatian Notes on the Unit Plans, and Insulation al�d Energy Notes on slieet D5. � ; ����ft.�; , : �
<br /> contractor or subcontcactor to carry Q��t the �vork in accardance with the Unit E OptiQn Sb LS points �` ' �#-� t �� ��_�-" �`�� _�� o �
<br /> various cotltract docuinents and or governing j�irisdiction regardless of�yvhat ''�'��`A�` � � �` ""'" �
<br /> � Unit F,1 Option Sb I.5 points �� : ,:. F , } , �� ,� �,.�.�, �
<br /> is shown on these drawinQs. P�c�rre,a�-f Y� , � �
<br /> b Unit E3 Option Sb 1.5 points � t � , f-, : � t �` ��
<br /> �Unit F Option Sb 1.5 po�nts j'-, � � �- � 'k r � i--� � �
<br /> Unit G Option Sb 1.5 points , (��� , _ , r �
<br /> � �-�-� -+ -. �.� � �
<br /> , �� t _� � � � V
<br /> � .- 4 E t�t� ; 4 � -
<br /> �
<br /> DEFERRE[3 S�J6MITTALS � ' ' � s' ' �'��'�'��'� a� _
<br /> �' I � � ;�i � s '�
<br /> `k 1_�t�i-�-_ ' „ � � ,� N
<br /> ACCES���ILITY �-� ' � �� �� � ' al w
<br /> Shop drawings and calculations are required foi: 4 a<���zr ; ��, . .
<br /> �$r,�E,uo,�,�c �� + ;k� `� a o �
<br /> l. Roof trusses. See notes on sheet S1. Drawings and calculations wi�l be � _�_xsr.a�ru"� � � � �
<br /> reviewed and stamped by a State of Washington Registered Engineer. 4�'�'fj� � � � � Building Type R � +�+
<br /> All residential buildings are constructed under the 2012 1RC and per R320 must � , � � ,� �.
<br /> 2. Firesto i�1 details. Firesto in methods and materials shall be � x Units Lower Level Middle Level Upper Level O
<br /> pp � pp g ineet the provisions of 2012 IBC - Chapter 11 for Group R3 occupancy.As _ _�F�FRCRFfN k3 � � i1
<br /> d e t e r m i n e d b y t h e C c z n t r a c t o r e x c e p t �v h e r e d e t a i l s o r n o t e s are i n d i c a t e d i n shown below this project is exempt from all accessibility requiretnents. -�---� Fu�'�e�AL ' � si T E _ Name Unit Count Garage Unit Porch/Pati Unit Deck/Patio Unit Deck/Patio � Z
<br /> these drarvings. Firestopping locations �re indieatad in part by detail 13/DL � i �i����� h w O �
<br /> � ; �,�r rarzr '� E 1 D 2 644 416 190 1150 0 1122 0 � � �
<br /> Contractor shall submit UL assembly details and product cEtts of all relevant IBC Chapter 11 -Accessibility: <'� � � � � " �� � � � � � -� � � � � � � � � � � �
<br /> '� � �` E3A 2 778 550 138 1292 0 1254 0
<br /> situatious to the Architect for conformance to the building design. Upon�he • All ro osed units are multistor L�nits and are exam t from accessibilit ' � �� `�'� �
<br /> P P Y P Y t �. ' , *�
<br /> Architect's approval, they shal�be submittecf to the Building C)fficial for rec�uirements per 1107.7.2. � � �� � � � �
<br /> ' `, �' �
<br /> approval. Firestopping shall nnt be installed without Gity approual. • In Group R3 where there are no required accessible Type A or Type B � � � E� �a �� g � �
<br /> 3. Electrical aild Plumbing clesign and drawings. units,there are also no accessible parking space requirements per 1 106.2. �,s�,�� _; � � � �,`� Per Floor SF 1811 1241 414 3088 0 3003 0 �
<br /> 4. Pre-engineeted and�eZ'-f�bricated deGl�and stair gttardrail and handrail • Accessible entranees are not�eqizired to units that are tiot Type A or sr � � n � _r----� Building Footprint SF 3466 guilding Footprint inctudes Unit, Garage, Parch, and Patio Square Foofage � �
<br /> syster�is. Drawings and calcttlations shall be reviewed and stamped by a State Type B per 1105.1.6.2 ��RF'rf � ��-, � }� � Building�Impervious 3111 Building Irnpervious inc(udes Overhangs, Patios, Decks and Porches � '
<br /> af Washin ton Re isteced En ineer. • �a`F`� � `� ' � � ��
<br /> g g g' Aceessible routes are not required as tlle�-e are no aceessible buildings, �. , � ���-� �
<br /> cour��Rr t � v�t�rt
<br /> units or parking within tfle project per 1104.2 & 110�k3. c�u� o�� ;b1 `� !_ i ``� Building Total Heated SF 7332 g���ding Heated Square Footage �
<br /> � --�-� -,. �e� ��r, Building Total SF g557 Building Total SF includes Unit Heated, Garage and Porch/Patio SF vi �
<br /> ' ��
<br /> DESIGN L�JA[)� V1 �1 N I�TY NI�P T _
<br /> �� �� > 1ob No.: 13-47
<br /> N.I.S.
<br /> 0
<br /> S�e sheet S 1.0 and Sl.1 for Design Loads. � Sheef No.:
<br /> Q
<br /> �
<br /> Sheet Order: � � u � R E S D � �
<br /> T
<br />
|