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DIR-2012-01b CITY OF CUPERTINO 10300 Torre Avenue,Cupertino,California 95014 (408) 777-3308 To: Mayor and City Council Members Chairperson and Planning Commissioners From: Aarti Shrivastava, Director of Community Development�✓ Prepared by: George Schroeder, Assistant Planner Date: January 11,2012 Subject: Director's Minor Modification, DIR-2012-Df, to allow the addition of an attic mezzanine level within the existing building envelope to an existing single-family townhome to be rebuilt in the Northpoint development located at 20299 Northwest Square Chapter 19.132 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The Director reports his decision to the City Council and Planning Commission in time to allow an appeal of the decision within fourteen calendar days. DISCUSSION The applicant is requesting a modification of a previously approved Use Permit (2-U-72) to add a 479 square foot of inezzanine attic space and make minor exterior modifications to an existing single-family townhome at the Northpoint HOA. The home is being rebuilt to previously approved standards due to fire damage. In accordance with the R1C Ordinance, any minor changes to a previously approved Use Permit must be approved with a Director's Minor Modification. The new mezzanine attic space is not considered a habitable bedroom space per the Zoning Ordinance (Chapter 19.08) since the ceiling height is limited to approximately 6-feet, 2-inches. A condition has been included as part of this approval requiring the owner to record a covenant restricting the use of the area to non-habitable space. The Northpoint Homeowners Association has approved the proposed modifications (see Attachment 1),which also include: • Two (2) new skylights • One new sun tunnel • One exterior fixed window in the mezzanine attic space Staff supports the proposed modifications because they conform to the previously approved Use Permit and the modifications are contained within the existing footprint and envelope of the residence. DIR-2012-01 20299 Northwest Square Page 2 ACTION The Director of Community Development deems the modification minor and approves the addition with the following conditions of approval: 1. APPROVED EXHIBITS Approval is based on exhibits titled: "Tsui Residence, 20299 Northwest Square, Cupertino, CA 95014," prepared by Studio 02, dated November 8, 2011 with a revision date of December 30, 3011 and consisting of 17 sheets labeled A0.0, A1.2, A1.3, A1.4, A1.5, A1.7, A1.8, A2.1,A2.2,A2.5,A2.6,A3.1,A4.1, A4.2, A4.3,T24-1,S0,S1,S2,S3,S4, and S5;except as may be amended by the conditions contained in this resolution. 2. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 3. MEZZANINE ATTIC SPACE COVENANT The applicant shall record a covenant requiring that the mezzanine attic shall not be used as habitable space. The precise language will be subject to approval by the Director of Community Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence. 4. NOTICE OF FEES,DEDICATIONS,RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a),has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. This approval of the modification is effective January 11,2012. The fourteen calendar day appeal period will expire on January 25,2012. Enclosures: Attachment 1: Northpoint Homeowners Association Letter Plan Set G:�Planning�PDKEPORT�DlRreports�2012�DIR-2012-01.docx ♦ _ 10880 NORTHPOINT WAY NPHOA.ORG CUPERTiNO, CA 95014 (408) 996-3734 O � � � n nn � �� u JAN 0 3 2012 December 22, 2010 By Lynn Tsui 20660 Stevens Creek Bivd. #185 Cupertino, CA 95014 Re: Architectural Review Appiication Dear Ms. Tsui, This is to inform you that on December 20, 2011 the Board of Directors approved the Architectural Review Application you submitted to install a new small window, 2 skylights and 1 sun tunnel. Please remember any damages caused to property as a result of the modifications and if there are any leaks in the future from the skylights or sun tunnel it will be the homeowner's responsibility to repair. I have attached a copy of the approved application for your records. Thank you, ;' � Y°�4�t'"'" :;��"G`'..t� �r��-- . Linda Starnes On Site Manager � I�2-a-ola - � 1 1�-I I-i.,� _ V l� .. ... . . .. . , ,.. ,. DRAWlNG INDEX � ARCHITECTURAL: A0.0 PROJECT IMFORMATION C{TY OF CUPERTINO BEST CONSTRUCTION MANAGEMENT PRACTICES A1.2 EXISTING FLOOR PLAN (BEfORE FIRE DAMAGE) Ai.3 PROPOSED PLANS A1.4 PROPOSED ROOF PLAN AND DETAII.S A1.5 REFLECTED CEILING PLAN Ai.7 DOOR & WiNDOW SCHEDULE A1.8 ENLARGED PLANS A2.1 EXTERIOR ELEVATIONS A2.2 INTERIOR ELEVATIONS A2.5 LIGHTING AND ELECTRICAL PLAN A2.fi INTERIOR FINISHES PLAN A3.1 BUILDING SECTlONS A4.1 DETAILS A4.2 DETAILS A4.3 STAIR AND RAILING DETAILS TITLE-24 ENERGY REPORT T24-i TITLE-24 ENERGY REPORT STRUCTURAL SO STRUCTURAL NOTES S1 FOUNDATION AND 2ND FLOOR FRAMING S2 FOUNDATION DETAILS S3 R06D AND CEILINGFRAMING PLAN S4 STRUCTURAL DETAI�S S5 STRUCTURAL DETAILS PROJECT TEAi� Owner Lynn Tsui 20299 Norfhwest square . Cupertino . CA 95014 (t) 408.835.3980 Architect Studio 02 147 Castro Street . Mountain View . CA 94041 {t) 650.988.8877 {f) 650.963.3310 Contact: Sunny Tom AIA LEED AP Structural Engineer Wesley Liu Engineering, Inc. 7246 Sharon Drive . Suite 0 . San Jose . CA 95129 {t) 408.973.1839 (f) 408.973.1839 Contact: Wesley Liu Titie-24 Consultant FRI Energy Consultants, LlC 21 Harrison Ave #210 . Campbell . CA 9500$ (t) 408.866.1620 (f) 408.866.6832 Contact: Frank lanucci . � :.. . , . „.� � �� :$�.^°xi. . . -.� ., .. �..:. ... .. .�.„. .: - �;: " � � �':�. $< , .. "'�'�. �..` �..�' _ <. ;..... �. , ;::..., k.... x . .:. � �l.Y. ' i,.�:. „ ,......, ...._.....a.. _ . � .. �.. ,.... . 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L�r.:hL:omr,ndCt L.�mber,t,GS .. . ��m . : � � .... . :��e ' � PROJECT °, _ �� ` SITE � �� :^ .,, .�: *r�aSy:�ai.l,e�r : y, �:. : .... . r , � , . _ _ � _ ; � �Nomrte��s�d Gare�KeY rm�tQ.��F:� EFiam�tea�� .ACCCasI. .. .._. .,.. . .... .� .:: ... . ... � ... . ..... ... L� . ... .... n -.:. -�� 'fi � .. .. .,Y.�r�.nir�� n c'' r4 �j #� w��e.::� a: b c:� �..�2:s«rm��o� � ,c .... �. . . . a :. u �.` � � � C ... i w. u � _ 'y � :Y . � l} -� �; � C` T ��k,1:,�; :% r. .p a �'An�!f^II4v!-,^„',� � : u,r`,A'.__ �o�� #�r�imL€a�t�.�� ;;• .2 ..,;_. �. . ._... • � , _ �, z _ ,-, �•a�a,.�.�,�� ae:rrr,�s r_.� , �°r��1�,�►�.n Wq . � y.�RiitlGilRv"..N $ lYilE .. ..T' .. .� �*h��Ji�.��"� . ��nrer,�erscy� : ... �£' .. : t�A�Ca.a�-y � �.. ,. ......� .'i'C::qn f�,,��`i�'th3A4�e:f;;; �� .. . .._:...�,c�tha•aod CJr � PROJECI DATA ACCESSOR PARCEL NUMBER 316-39-06t ZONE DESIGNAiION P {RiC) OCCUPANCY R-2 CONSTRUCTION TYPE V-B AREA EXISTING GARAGE 618 SF EXISTING DWELLING UNIT 985 SF PROPOSED GARAGE 618 SF (NO CHANGE) PROPOSED DWELLING UNIT 985 SF (NO CHANGE} PROPOSED MEZZANlNE 479 SF (48% OF DWELLING FOR STORAGE/CLOSET USE) CODE REFERENCE: 2010 CBC (2009 18C) 2010 CMC (2009 UMC) 2010 CPC (2009 UPC) 2010 CFC {2009 IFC) 2010 CEC (2009 NEC} TITLE 24 ENERGY CODE CITY Of CUPERTINO MUNICIPAL CODE AERIAL �iAP `k. .. . . �. . ,'��,,.,,�- °"� s,: w�.� . ,,: : .. ,. � , > , ,. : > , `.,;` __ r� . ., �.�s , .. . � . . . a PROJECi DESCRIPTION SCOPE OF WORK: EXISTING HOUSE WAS DAMAGED BY FIRE AND WILL BE COMPLETED DEMOLISHED. EXISTING FOUNDATION WILL BE REUSEd IF IT IS CONFIRMED BY THE GENERAL CONTRACTOR THAT IT IS IN GOOD CONDITiON. PROPOSED GARAGE AND DWELLING ARES REMAIN UNCHANGED. A NEW MEZZANINE WILL BE AD EXTERIOR ELEVATION IS TO MATCH EXISTING WITH ONE WINDOW ADDED AT THE MEZZANINE LE �""'°' MATERIALS, COLOR AND BALCONY IS TO MATCH EXISTING ALSO. D � � �� 1A N � 3 ; � CONTRACTOR NOTE . a �;; �r �__ ( I �. 1�7��c� :re street, �`•ite 2 mp i� view . ccj 404' - .9 �� 7 {s) 65 q. 3.331C , in'o�stud 2.ne't GENERAL CONTRACTQR TO CONFIRM ANQ/OR OBTAIN APPROVAL FROM HOME OWNER ASSOCIATION ON ALL W lu�l EXTERIOR MATERIAL SPECIFICATIONS SUCH AS ROOFING, DOORS AND WINDOWS, PAINT COLOR BEFORE � � ORDERING AND INSTALLATION. Q �� GENERAI CONTRACTOR TO SUBMIT SHOP DWGS / SAMPLE / SPECIFICATIONS OF THE FOLLOWING FOR � � ARCHlTECT AND/OR QWNER'S REVIEW AND APPROVAL PRIOR TO FABRICATION AND (NSTALLATION: � ` � � � 1. KITCHEN CA8INET, FIXTURE AND APPLIANCES � � � 2. BATHROOt� CABINET AND FIXTURES 3. INTERIOR FINISHES SUCH A5 FLOORING, PAINT ETC. 4. LIGHTING FIXTURES � C 5. MOULDING Q � � 6. SPIRAL STAIR, MEZZANINE RAILING pn(� 7. CUSTOM MILLWORK � luuf � 8. INTERIOR DOORS AND HARDWARE 9. LOCATIONS OF ELECTRiCAL OUTLETS, SWITCNES, DATA/PHONE, TV OUTLET ETC � O 10. NVAC REGISTER LOCATfONS � � � GENERAL CONTRACTOR TO FIELD VERIFY THE FOLLOWING FOR FIRE AND/OR WATER DAMAGE. CONFIRM WITH � OWNER/ARCHITECT/STRUCTURAL ENGfNEER I� REPAIR AND/OR REBUILT IS NEEDED: � 0� 1. EXISTING PARTY WALL BETWEEN PROJECT AREA AND ADJACENT UNIT O �,f 2. EXISTING SITE CONCRETE WORK SUCH AS SIDEWALK, BACK PATIO SLAB, GARAGE S�AB � nJ 3. EXISTING FOUNDATION, FOOTING, CMU WAL� ETC. � ��'- 4. EXfSTING EXTERIOR STAIR RAILING � � � 5. EXISTING WOOD FENCE 6. EXISTING A/C COMPRESSOR � � ALL DIMENSIONS ARE TO FACE OF FINISH ON ARCHTECTURAL PLANS, TYP. ; � �O i �n �� `�" � ^ � �` .# � � x �� ' � � w.�. i R°"N' � ..M t � x .:�� '.��^ P �. .. � � : .�.�, .',`A. ,; : ... : � ...'. ..;:' ... .::A ..'.w:� ....�... :,,, "°°w"`y� i�.w _,M,„„.,,e ?�.Mr.:;. .ai . .�s« $, ��: �. : �� ' � , . �n�� ¢k�,JSP � ��6 4,Mu y°°�° �` �q .� �:: � � ??�r�c �" � �� ,,, ,,,� '.�x� F�R;.� $r .� v.�,� .x,� �� ,a �� a Sc 5��. : - y Af Fc ;,�x� �� ..%.inqPu..,:w..u�aewan�C ri'> -'i.,��, yy�.��v �S -<ae� .a�:'s'�» � . .. . °A` . ,,, . 9��V §u a� m;a 14�° ,':,x. F, ; 3'i,�k� Sa ��., r�� r/A � � � ,a�< � .: � . wk.�'�vx Yx: , : Ft. � � yt N. F �� { .&�4 V b zc. m x �'`�. �. F M 4- "H .� ' ,i Q�; � �� 1 46 � �..'4u L �' '_�^ .>. _ �� , �;��' � ��, �,y � PARCEL i� AP v .. ......� HOMfSTEAD �.. _.. _..... -RD ... �..._..._ . ... -- ...., . '.: «3.m a_r{.... ...._ >. >. . -. .� � - '� �._I..��_� � J� ` � � � i. r ��4'', �' �,'°��'�(��.'.7 w I�y{�p ' �. C 'r � O� d � ' �:� 1\I�O��Iy'f '�. r7 i � ':: � 4 y,M ��a....__ -. .i : � � {��J� �. -.♦ .l. ..� . . ...f 'J.�-'Y� '. �C ..Y."� '. a Y _ __�__� � � s� Nvar.�;.�r-sr �p�; s�; .�uaaE ,�. .Y . � t�+i c�r. . _ __' �^�� Y�:. _ H: H '., �.. ;��.N�., �i.: .. ��P MyT�� r��/�.,-./�� 'ro`` 'O i+�: :My<1 � �� ` � '� ._�' � " ' � _ ; ; : _; ; ;�:I��I�°b, ti � I w . , t -�. i � � �. _. ..J � � i _ � K �..__.._..1, ._....� � t...... .. _^i. ._-1 „" ; ---« i w r ' q ' ..... ... r � �.. y � v ��U �; ' � N ' R ��.I �t '. o . ^ � �. }[..� O !f... �� . i !� � � O' ,- 1 y � � �.`.�_..�2 �. �0"3 �;�"o,�.�n � � '..IW �,,,pi ' m �$d : � : � i . 'p � ! : ; K . '� � ly ...;. r � ..i. : . i �, .�...u ...�, .,., :.. � ,,'---'; _ �W � ,? . 0 __ 1 - r 'e`c- ., � � � YI`, �VOR?h,'6.4DOi( `:!!ky sl i S�:uNR:' ��. 10 � .. ..... i .__.... � rn _ _ K, �v �' _ ... - � r .o.,. - _ �:..._ . .„ ,---, ,., � -��i :.±�;:.+e,-�i.:"4. .,_.. .v � , _ < .�......... '. `, N . . �p . � � . �e - i. .� �, x hu" , �� try a:�iµi . tri� �:'A 'Iv 5 � - � 3 � . . ,� ......� :r � m ;�o ,i$='� !ro�li',a �" � � •. . � c �. �: : •.._a.... i ' '. � . : ....~........ �1 '........w..........� . ' ' .-1 � . ...�.�.. �� . �__..A ...:.._.� - � .... , _, . .__. � � . �` �z.--'r.°7 :. ' : w � . .. _ ,. � ..�-�a�' M H 1 `F f � o m ' M.� � i _ k :r �:i�:��.� . a r � o S� f I � R !� '� . A �p^ 1{r� �.� � ! � I�'L' `I �"r� . .-�%�r i<t. nt.:'L_' -y i � . IN � '� x.s. ...�s _ ' �:: ._.. ,,..- �, .<... ,�,.:`;«. - Y � ^ "� �_i._..�. . . a .,�c. �. ��Q-�1�-�'l�'�" �.,,.R: ' '. �N�•, ' � , � " • � �� /•� �.. ._ .. .,..D �... . . .. , . .._. .,_. .�.z._��._. ._.-.__. ._..._...,�__�_� )1,_ .. ., � �. � ;_..� .v.��.��.- �:1��;, _ t i.08.11 ISSUED FOR SCHEAIATIC PRICING 11.3Q.11 ISSUED FOR PtAN CHECK �12.30.11 RESPONSE TO COMMENTS S�'�A RCh ��'J�N v r7/lF � j* yC28457y * t 07.31.201 `�/� \r ?lF Qf�P��F�� PROJECT NO.: 11-3910 PROJECT INFORMATION /��, , W��o �' A0.0 � ; ��/� ,,�1.: � COPYRIGHT 2011 . STUDIO 02, inc. - In the Sa�rta Clara Valley,storm drains flow directly to our local creeks,and on to San Francisco Bay,wiifi no treatmertt. Storm water polltrtlon is a seriou�problem for wildiife depencierrt on our waterways and for the people who Ifve near polluted streams or baylands. Proper managemerrt of construction sites reduc�s pollution signiticantly. This sheet summarizes the"Best Managemerrt Practices"(BMPs)for storrn water pollution ORDINANCE OF THE CITY OF CUPERTINO FOR NONPOINT SOURCE POLLUTION �WATERCOURSE PROTECTION: Chapter 9.18 9.18.040 Discharge I�N�o fhe storm drain proF�IblbBd It is unlawfu!to discharge,w cause,allow,or pertnit to be dfacharged iMo any storm drain or r►atural aitlet or chennel all waete,induding but not restriGed to,seNrage, industrial wsstes,petrvleum produds,coal tar or any refuse substance arising from the manufacture of gas from coal or petroleum,chemk�ls,detergenLs,soNents,paiMs, croMaminated or chlorinated Bwimm"mg pool water, P�s.herbicides and fetiilizers. 9.18.090 Ywlatbn My person who vblates any provision of this chapter is quilty of a misdemeanor and upon oonvictio�thereof shaA be punished as provided in Chapter 1.12 of this code 9.18.100 Civll penalty for vbiatlon My person who vidates any piovtsion of this chapter or any provision of any pem►k issued puraueM to this ctispter snaN be civiur liable bo tr,e Gity in a sum not to @XC68d thE 9f1101J�1t8 p/IDVId9d fOf In GOYAIM11Cf1t COf� Sectian 54740�dlor 54740.5[up to 526,000 per day por violatlonj.The City mey petidon the Superior Court pursuant to Govertxnent Code Secdon 54740 to impose. esaess and recover such sums.The civfl Pe^��Y Pi'o� in this section is cu�wlative and not exclusive,and sh�l be in addition to all other remedes available to the c�ty under Stabe and Federal law and bcal or�nanoes. Funds cdbcted pursuarrt to this sec6on shall be paid to City's Environmerrtal Management Aocourt. 8.18.101 Clvll penally for Illldt dfschsrges Any per�on who discharges poNu�,In violation of this c�apcer,by a,e u�e of il�ictt connedior�s sna��be caviny liable to the City in a sum rat to exceed MreMy-flve thousand doqars per day per vlolatbn for ead�day in Wi11C�1 SUC�'1 VIO�1011 OCCUfS. TF18 Clhl�'18y pB11�011 1hE superior court pu�,t to Govemrnenc code sectbn 54740 b impose,assess and recover such sums.The civil P�Y Prov�ded fn thfs section is c�muletive and not 9XC�USIVA,811d Sf16��b8 In 8fif��lOf1 t0 8�O«f rBfilEdlBB available to the city under state and Federal law and loCal orciinances. Fwxls codecbed pursuarrt to this secjion shall be paid b City's Emrironmental Storm Mar�gement Accourrt. C u pa rtln o Bulldlnp D�pt: •Ot-777-�22t Publlc Works D�pt: 40�-777-5364 S�ntt Clan County R�cyclinp Hotlina: 800-ii�-8�44 www.r�due�rra�t�.oro w�,w.��eve I�stuff.c o� Smalf Bu�ln�sa Haz�rdous Wasb 40i-29l-730� Cupertloo Sanitary S�w�r Dtstr ♦0�-26�-7071 Santa Clara Vall�y Urban Runoff Pollutlon Pr�vsntion Prqm 800-7l4-24l2 State Otfics of Emer9ency Services 1-l00•t62-7660(24 hrs) R000rt s�t11s to 91 1 APPROVED BY: `�,� G��c�•t� �• �. RALPH QUALLS,JR.RCE 22046 9-3 5 DATE DIItF.CT'OR OF PUBLIC WORKS ,.�.,.�..,,,..��,.�......,.,�m....�..m_....,��,...,.d., General Construction and Site Supervision Storm Drain Pollution from Cortstruction Activities Construdfon sMes are eommon aources of atomi rraEer polhrtbn.Materiah and ueates that bdow or wash inbe s storm draln,gutter,or street have a dkect knpaa on beal crosks and tf�a B�y. b a contraebor,or slb�up�rvbor,own�r or op�ntw o/a slb.You m�y b�r�sVOrribb for sl any�nvlronm�ntd d�m�g�aw�d by youi wbeontnelon or�mploy��s. Oonera/PNnelples 0 Keep an ord�ely sIW and ensure yood bousskaephg proctices aro u�ed. O Ma{n�Nn�n�+�•M D��f'� ❑ Cov�r mate�iab wAen they are not in usr. ❑ Kesp ma�i�s away i►om sMW,storm drairo arM dralnage channek. O Ensuro dust control water doscn't bave sIM or di�dNrpe to stortn drsk�s. Advance Pfanning To Prevent PoNr�on O SehsduN�xcava8on�nd g�dlnp�cWpbs for dry rwatMr p�Hodc.To reduce wi eroslon, plar�t bmporary vspstation or p�sce otl�ar eroslon caNrok betore raM begins.Use 1M Erosbn and SedbneM CoMrd Manuel,avaYtble irwn tbe Repionel Wabr QwNty Co�trd Boatd.as a rots.nce. ❑Confrol tM�w�ount of runoN crwalnp your slte (B�PsaaMf'd�xln9 sxcavalbnp bY uslnp berms or tempaary w permaneM dninaye dlkhes W dirert walsr tbw aeound tl�e sMs.Reduee sbrmwaEer ninoM vebdlies Dy constructln7 temprxary disck dama w bsmis whsro appropriate. ❑Tnla yow„nploy�n uW aubcontrretas. The dty ean provlde broehura�about thsse ka�s for you lo distribute Eo worksn at your consUuctlon ske.In(orm yaur wbcontraclors ebout ths skxmwater roqutemenb and Cisk own�espon�.Uae BA�sprMf for e CJssn Bay,a eomfiucilon bsN mwpsmeM pr�es � gulAe aval�bfe at our BWdkg Dept.counter. Painting and Application of Solvents and Adhesives StDI111 DrAlf1 PONtltiOfl�1'Q1t1 Paittt6� $OIVAfIIt,end AdlfeslV66 /W paNre.sohrerM0.arW adlwdrw eaKain d�ertieds N�et ne hermfid to wYdNfe in locel c'esks,San Frendeoo B�Y,and the Ped1f�Ocean. Tmdc d�m�y carro kan NquM a wNd prod�,ds a fian cbenkg re.wrea or raps.Pdn[ rtnlsrW ard wrsMa�adl�ve�erid dsa++iny fiids dwiAd b�ieqded when posa�le,v dhpoeed of p�opeAy to prereM tl�eee melmisk kom 11avArq ��«��. /�indlH�g PaN�t P►oducts ❑�P��P��P�uds rd wsir array fian Ur pul6sr.sfn�t.and�1enn dnim. �ol�n bn+slM�or rins�p�nt ooiMahrn b�6o��trreR Oulr►.fleem drah. Fnnch�n,or enek 0 Fa w�6er-0ned p�YN�.Peint out Enehee b 1M aotlwrt Po�dD1s�and riwe Yko an kMde aink�Main tlrt pose w M�s�siikry�ewar. a F«o�.�...a o.r,n..o.w an�.w,ne mAeia pocdble and dean wM ihha�ar or soNent.F7br and ra�ns tl�Mr�s and aoWerAS. .wMre po�db�e.Di�po�e of exceas Yqud�ane retldue af homidous v�te. ❑IMs�tlwra�lY�Y,�qM D�arn.u�ed bndbs,�apt,and drop datlw msy bo dNpwrd oT n 9arb�{p• Good Housekaaping PraeBcss ❑ D�slyn�ons�roa of ths s1m for aulo Pe�ld^9, vsMCls rNwYnp�snd routine squlpment maYdensnca.TM dedprwted erea should be wsll away 1rom stroans or sWrtn drak�Inbts,bermed N necs�sery.MWce maJor ropaNS oR alle. ❑ To pnv��N onalb tndclnp M dirt,prouide enbances with s1abW=ed apprcgale wrheaa.Or provide a tire wash area. a K«n��•�wrt ef tn.nr►-pnvenf.unon confaminafian a!tha wurca.Cover expoosd pNes of �op a consMutlon mabrkls wMh pkNk thsspng or Umporary roofc.Beforo k raN�a.sweeD a�d remove maleriak from surfacec thot drain to stam drains, creeks.a channels. CI K»p polqNants of(�xpos�d sunc�w.Placs t�ash cans and recydkq roeeptecla around the sAe to minimize NCer. ❑CN�n u�k�ks�drlps ana o1Mr spllls kmmedlately w tMy do not contwnMWS soN or prountlwatsr a kaw rs�idus on p�ved wrfaeee.Uss dry deanup malhode whsnever possble.M you must use waeer, we Jwt�nouph tc kesp Me dust tlown. ❑CovK and maintain dunpsbn.Pirce dumpsfen undsr roots or cov�with tary�w pl�stic�hsetNg �swreC around the outslde of ths dumpater.Never ds�n out a d�anp�ter by hosing k tlown on the eorwduetlo�oMe. O Plau portabN tolNts aw�y hom storm dralns.Makc suro portabk toiets arc In good working order.Ct�edi 6equsntly for baks. Materials/Wsste Handling ❑Praotlee Sourca Reduetlon-minimlze waste when you adar mabrieb.Eadmats csrsfuNy. ❑R�ryeh�xeNS maarlah,whenavar possble,such as conciete,asphdt.scrap meLl.sdveMs, degrsasen,ekarcd vegatNlon,prpsr,roek,and vehkle melnlenenoe matMab such aa u�sd oN, anMreeze,batlerbc,and thar.yrww.roduosMash.orc for into. ❑Dl�po�e M�N wa�w proprrly.Mmenals tl�at ernnot bs rseyeled must ba taken M�n appropiiate IandflN or dMposed W as he:ardous wa�.Never bury waete maoerls�e or leavs uxm in the stroet or neer a creak w stream bed. Perntits O In aaeNion ro bcal pradinp and DuNdIn4 D��s,Y� wi0 nesd to obtain covsrags under tha Sfale's w Gs�al Consbuctlon AdNlly Stormwatar Permit M your comMietion slb'�dMtu�bsd�w tolah E �cn�w mon.IrtformaUon on the Oensral PennR pn De oDlafrrotl hom Vie Replonel Water awNty Control Bwrd.(Thb artsrlr w�eiwpe b one�cre as of Mar.2003.) �.►, ., � �--�'� Landscaping, Gardening, and Pooi Maintenance Landscapinp/�G�rden MaJntenance ❑ P►obet stoekpp�s and landacapinp materiak from�rind and nln by atoring tAem under farps or secured plastic sheeting. ❑ Sehaduls prsdlnp and sxesvation projecta duHnp dry w�athsr. 0 Use temporary ehaek da�ss or diteh�s to diwR rundf away from stotm tlraina. ❑ Prot�et stone dnlm wkh sandbaps,gnvol- flN�d baps�tM�r vrattl�s.w otl►er sodiment controk. ❑ R�-vag�qUpe k an sxcell�M(orm of erosion control(or any a'te. ❑ 8ton pestlGtles,feAllizers,and other chemieab indoors or in a shed or atorage cabinst. ❑ us.p.snew•s sp.ringly.ecwwing to Inatrucibne on tAe IebeL Rfnse empty contalnen,and use rinaewetsr es product. Dispose of rinsed,empty contaMere in the bash.Dispo�e of unused pertbides as hezardous wacte. ❑ In Cupertino,r�sld�nb with curbaide recyclinp can colbct bwn,parden and tree trimmings in y�rdwsab totsra.Yardwaste wiN be eolbeted and eomposted by the citya co�tiaetore. RealdeMe ere encouraged to compost yardwaste on�ile tMmselvea.Or lake yardwaste to a landffll where it wiH be composted. O Land�ups eontr�etow should take clippings and pruning weste to a IandHq thW eanposb yaM wasb(BFI'a Newby Island and Zankar Rd.IandfNl aro the'nearosq. ❑ Do not blow or rak�la�vas Into ths strset. Storm Drain Pollution from Landscaping and Swlmming Pool Maintenance Many IandscapMp aetivkMs e�cpose soHc and incroeie tt�e INceN�ood that sath and parden chsmicak wIN run off into tt�e stonn dreins during irgation or when il reitu. Swimmfnp pool wabr containirtg chlorine and �PPK-bas.d.paeeMet.nouw never be diKharped to storm draint.Theae chemicab are loxic M eQuaiic 6Fe. Poo!/Founfain/Spa Mainta►anoe Orafning poofs or spaa Whe�R's time to droln a pool,epa,or fountain, plsa�s be suro M eall the CupeRino Sanitary Dhhict bsforo you start for fuRher puidanco on tbw rate reatrletions,baekflow provantlon,and handdip�pecial cleaninp waa►e(auch aa add rrath).Dischar9e fbws should be kapt to the bw �ewk tYD�Y D�Ibk fhrouph a gards�nose. Hipher flow retee may be pohYNt�d by local ordinance. O Never discharpe pool w apa water M a strset or sMrw�dnln;dMehug�to a s�nlhry swv�r eManouL ❑ H possibb,when emptyinp a pool a spa,bt chbrme disslpaN for a tsw days and then recyclehsuae wtter by dntntnq k praduaNy onW a bndsc�p�d�roa. ❑ Do not use copper�bassd algaecMw. CoMrol elpoe with eMbrine or otl�er aMarn�tfves,sueh as sodium bromide. Fllter Cleaning ❑ N�wr cMan a fllbr In the svsst or n�ar e storm dn{o.Rinns eartrldpo and diatomacsoua�rth Rllere onto a dM eroa. and spade flker residue into soil.Dicpose ot spsnt dlstomaceou�earth in the garbage. ❑ K thsrs b no sultable dkt area,ceU Cupertlno SanMery ior fnstruclions on d'seharpinp fiksr baekwash or rinsewater lo the sonkary sewer. Earth-Moving Activities Storm Drain Pollution from Earth-Moving Activities Sal excavafion and 9��►�8 aPaafions bosen lar9e arrtaYits o1 soil Ntet can flow cr blow irrto stom� ax d�na when handed impropsrly.Sedirt�x�ts in nrwff �an Clop i1Drm dfa'e1s, Mrfofher equetiC life, and deslroy hebitata in aeeks and Uie Bay.EFe�liv�e Ue 91001on Oof11f01 p�af�004 fedlCe tl1D 81IlONflt Of rtll0iff aoeairg a aiN and Now the 1bw with cMeck dams or rCUBheflsd Afdxd iuliiCas. PraCtlCe¢Du►illg ConstruCtiOlf ❑ Remove mostirg vegefation only when abeolulely neoesasy. Piant bmporary vegatilion br erosion eontrol on alopes or whene�uction is not imrnedlately plan�,ed. 0 P►oie�t dowrnlop� drain�pe couraes, strsams,and storm drains with wattles.or temporary drainage swales.Uae cF�adc d�ns or t1�d168 t0 d�VOR fY�IOfF ifOU11d lXqYiN011i. Refe►bo tl�e Regiaal Nfater Quality Control Board's Em�aion and SedimerM Conbol Field Manual for poper eroeion and aediment control measures. ❑ cover stockpNss and excavated soi� witn aecured ta�pa or plastit sheeUnp. /� .. .-. � �. .�e. s r'�� ! � J The property owner and the contractor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible �, '� for any environmental damage caused by your subcontractors or employees. '� �...��I Pa6rK RMrnorvl o�� d�r strIPPMq aid�rnd�rq msy be owaq uP a ca�seutl In p�aatic Aap dourc antl ca aupo.ed or ac aaen. ❑CMmlul Prnt tbippkg�pldw,�d dipa ana auu aom n�.�ln.wM•.a v� m eonEdnfnp M�d.rMreury or trY�Ayl tln mud be diepoaed oi ae hau�dam was�.leed bred p�MM remwW requlres a Nab�certllfsd conhtlar. O Whsn�trfppinp«dewdna bu08ny.,�Esrlw. wNF,WglFpenure w�ar�aock abnn MeMre. pkeet rradm�tsr orRO a dIR am and�de Y+b aou.or.chedc wi�h clperMw Sani�ry DlMrict b fnd aA Y you con mop or wawn Ihe wa�hwaler end dhpo�e d k In�aadfoy w�wr awk�.samqkw d tne rves�wa�er may bB liBQ11MYf�. ❑Wulrwa0rr Iron�P�MM�d bulldMp� con.au�tia e.ra.,m esn catair,nfpl, arnanls d La�4 even M psM4 ddpe are not Pro�ad 9Nas You bspin ttriPPM�O PaM a d�iip D»-197e huiW►g marion wilh wsler 1xMle�r hlph Dtiswxe,test p�nt inr lead by ►dd+o n.int.a,orws m.lon�rbo,.�«y. (�a Page�lor a wtea�nesd ❑N tl�en b ieow piN m Y�s 6uWhp,u M tl+e palrkaW PwMlv�farlad,blodc�brm CraYx.C�hsrJc wM�C�yoAirw 8a�arY Disbict tn daEemi�s v�hetlisr you may dudwp�welsr to uie.rdary sewer,a x yau murt aend e oRaKe br Mpo��1 aa hvrdws vwste. Pairrt Dltpodl,RsWrn or ponsfion ❑W�poN d�xMVMsd YquW PoM�I t►�rws� salvank�OMret,antl d�Mdnp Ouido a� h�m�►dolw wMb(caN Ihs SmeN&qk�sn H�r vwels Prpm:2Dar.io0j- ❑Or RMUn to wppMec(Uropened caro of paM m�y be�bN 10 bs r�4Mned.Ct�edc wilh Me uander repddinp;h"buy-back"vakq.l ❑Daubmceas p�int(cdl 28�730D b daateJ Roadwork and Paving ,. i�.�81161ai BI/.!//IRBS P!"�.`!S ❑Devebp aM irfiplernant aoYlon/aedYn�nl oorrbo�piv+r for raea�ey er�ar�rr�. ❑sa,ed�re pa�valian ana yrading wak duirg ay w..x�... n a,�x r«�,a►.�►ww�.q� ❑Perform major aquipment�paks at d�6ed areas M r«u rrafntene�,oe ya�d� wf��e deenup b easier.Avdd perfaming Eql1�NI1BI1�fE�&f3 8t�flldl0ll SklS. a wn«,�ww�9 a�,�+�y�c ma�denanoe rtwnt be daie o�sile,dea�rreEe a tocalbn away irom storm tlraY�s and veela. ❑Do net we diaw oH to Y�bdds eaipr�ent perls or dean equipr�rd ❑R�cyde ueed dl,m�crele,broken aspinit, efc.nf�naver possible,or di�ose d paperly. (www reqde�f.com iw Fat of ne�yding �) /13�iIGCOIIC/E�B R�It10V81 ❑Avdd aeetlnp e�aoes8 Mn4 vMwt b�eaking asD� a conueEe. ❑Mer breeltkip up old pauemeM,be sure to ranove dl elwrYa and pbo�s.Make sure aoken pevernent doee not oorr�e in contau wilh 18h1fe11 or M�01f. ❑VM�an meWnp nw aAe,use ae Mue�as pO�ldB.ShOVE�Of v8Cl�Jff188�MtUi ShMfy 2fld rert�ove irom the sib.Canrer a wotect siam trafn k�lats durg sa�w�a�tin9.9�eeP�P.and vroc�r a�d.�r re,im,�. ❑S1��eeD,newrlwrdowepw�sloUeanup tracked dirt lbe a street sweeper or vauMm tnrk.Lb nd dunp vaeutrfiad 1¢n►fn elortn drains. Sbrm Drain Pollution $Off't ROAd1M0�C ��,,�.�,��,� ��,�� uPDor4r+�b'es foraeW�alC ae�adsMnY.or awavahed rt�Mal b Abgalfy eneer sbrm ctains. r��b�,�d w.a��,d a�.vo�a tealeial6 pfOpBAy end yuard aqail�t pONIMi0l1 Of Monn d�ns,aeeks.arxi tlie Bay. Duri.�y faonsCractlor, ❑Avold p�vhg and asrl ea�g In wet wa�tl�sr.or wlKn rahi le taecast,!o prevent fresh rtialeriala fiom�etir�s6orrr�er nr�o(i. ❑�i11d N��CJ�:�f bY8111s 9t11��Ilill�lB wlien BpplyNg eed c�dlmy anl,iog seal, or skrrlr maleria6s. O Prohwt W�YUp�wys M�usire earU+t�, aaM 6ep6,or aM�er mnbole b dnert or 12p erld Oleer N1olf. ❑Nerer vrsh e�oosaf malerial�om�ae�d- appng�le ooncl�e or tirt�lar 6+eahnenb irNo a street a sbarm drai�Co1ed and recyde,or dtepose lo dirt aiea ❑Cover sbockpihs(eapF�alt,aend,eAe.)and olher mr�atrudion rtieAeriele wAh pl�tic farps. Praleet fram rah�faN and preoerk nnwN wilh �+v�Y roo(e a plecflc sheels arxJ l�enna 0 Paik pari�p nrddnes orer dAp pane or aeeareent meoxial(datn,rags,eec.)w calch drips wf�en ral ki use. O c�em up ar ap�ls a�d Na�o u9inp`ary' rt�eMlods(wNM ebearbCnt r1�aleflab andlot �l•arM�r�O a�,and ProPeAY diePose ❑Cdled Yrd ref,y�de ar eppl0pria�ly dl9poae d exoeas abraei�e gra�l or sar,a.m O Awa overappicaban by w�ier truda tor duat tuMrd. CONSTRUCTION BEST MANAGEMENT PRACTI�ES Fresh Concrete and Mortar '� Application Stornn Drain Pollution from Fresh Concrete and Mortar Applications Fresh concxele and oemer�t-related rtwrtars that wash iMo�,streams,or estuaries are toxic ro fisn and me aquatic ernironment Disposing of these meterials t0 ih@ SfO1TI1 C:18�f18 Of�fS Cdl1 aOCk storm drains,causes serious problems,and is prohibited by law. Genera!dusMess Pr�etfeet ❑ Wash oul cancrele mb�ers anly in dssipnafed �rashaut ann i�Yuu f�md.a�rell from dam drains and v+a4mwaya,wl�e t�e waoar w�floW hMo a temporary warie pit in a dYt aroa.Let wahet Pn'cdMe Ih►agh ao8 and dhpose o/ seCbd.hardened conasle as qarbeDs. Whenwe►Possble.►ecYOk w�ho��t by P�W�9 beck Inb mlxeas ior reuae. 0 waah out chubs onto dM araas that do not flow to streets a draitu. O Alwa�sbon botl�dry and w�t matafa�s und�r eewr,p�oleead fiom ninfaN and runoff and away from tlD�m dreka orvvalenMayt. Prolect dry mataiak from wind. O Srcuro bps of esm�nt dMr they are open. Bs suro io keep wind�bbwn Cemsrk powder awaY fram atreeb,putlers,slorm drainc, raiMeM,and nmoft. O Do not ws dlesN iwl as a lubNcant on canerob(wms�lools,a w9era. Dewatering Operations Storm Drain Pollution From Dewatsring Activities CoMaminated grouodwater h a common probbm in Me Santa Clera VsNsy.Depsnding on aoq ypsc wM slte history,groundwabr pumpsd(rom conetruction sltee may be co�tamineted wi�bulcs(such ss oil or coNenb)or iedsn wMh aetlimenb. Any of M�sas poNutan6c een harm wildYfe In aeeks a Nw Bay,or Mterfero wl�rreafewaier tresbneM p►aM opsradon. Obcharylnp sedNn�nt-pd�n wabr trom a d�wabrinp •Ib MW any watar of the staq wNAOUt tn�fie�nt Is prohibltod. 1.CA�ek for Toxie PoJJuttqb O Chsck for alors,discobntloe,or an ollr shan on groundwater. ❑ Ask your buHding inspeclor whstl�x the groundweter must be hsbd. O If con4min�tlon is swpscUd,have the waler tested by a certified labaatory. ❑ Dspsndlnp on the tsat rasultc,you may b� albwsd ro dbdwrge pumpsd groundwatsr fo the storm dafn(If�o cedimenb present)or �anit�ry sew�►.OR,you m�y be requked to colbct and A�ul pumpsd proundw�tsr oBslb for trea6nent ond disposa!a1 an approprlate treatment feclNty. 2. Chsclr for S�dlnant L�vola O If th�wat�r b ef�ar,tha pumpinQ�ms is bsa than 24 houro,and the fbw rate u lesi Ihsn 20 qalbns per minute,afler receiving tM approval of tl�e cNy inspectot,you may be aMowed lo pump wafsr to Me atreet or smrm dnfn. ❑ If tho pumpinp tlmo is mon than 24�ours and fh�flo�r rate gnaUr than 20 ppm,call Cupertlno Sanitary,259-7077,fw guidence. ❑ If tha rnbr fa not cbar,solide mwt be fNHrsd or sstllsd out by pumping!o a seWing tsRk prbr to d'acharge. Optiont for(fkeriny indude: - Pumping throuph a p�rior�Ld plp�wnk part way Into a amall pp 1NIsd w11h prevel; - Pumping from a�buek�t placed bebw w�ter Ieve1 usMg a submerslbb pump; - Pumping through a flM�riny dwlw such ae a swinming pool fiqsr or fllfsr hbric wapped around end of wctfon pips. O Whan dbcharglny to e storm drtln,protoct the inbt usMy a borrier of burtap b�ps Nll�d wilh d►aIn rock,or cover inbt wlth fiNer fabric anehored under the yrate.OR pump w�br through a grassy sweb p►br to disW�srye. �� ❑ Don't min up mon(resh conaebe or cemeM �,��..�,.,,�.►�„��,. ❑ Set up and o�rab smaN nibc�rs on tarpa or ��Y P��drop dolhs. ❑ whsn cl�ning up aner a;veway«aidewa�c hs conslnwFian,wash 11nM oMo dkt anas�not down the Mhieway a truo the streel w storm arain. � Proteet epplk�,atbns of tresh conc�ste and matar trom wYNall and rurioH unEi ths malsrial hes drfed. ❑ Waeh down expos�d appnpate eoncht� oMy when the waehwater can(1)fbw onto e d'irt area,(2}drain oMo a bermed surface from which q can be pumped and dispoted of pfope(ly,ot(3)b6 vBCUWrIed ffoT 8 CpfC►N11l11� created by Glocking a slorm drein inlel.If +�sarY,diveA runoRwith tsmpaary barma. .M8�(E SUr!f11110�dOEB f101 f92Cf1 QLIt81S Of stwm draina. ❑ When breakin9�P Gavemeik,be wre to pfck up aY fhe pieees and dbpo��of prop�rly. Recycle Iwpe ehunks o4 bruleen oonerote.See for inb on recyebrs. 0 dNvK bury wastr material.Dlapo�e of emaN amoiaits d excess dry conaete,grout,and morf�r in the trash. D Never d�.pose a washow I�o ub.treet, storm drakis,drainage ditches.a cEreame. H eavy Eq uipm ent O�eration Stormwater Polfution from Heavy Equipment on Construction Sites Powiy maintained vehicles and heavy equipment that leak fuel,ofl,antifreeze or othCi fluids on the construction site are coromon sourcas of storm drain pollution. Prevent spills and leaks by isolatiny equipment from runoff channels,and by watching for leaks and other maintenance problema.Remove construetion equlpmsnt from Me site as soon as posaible. Site.Plsnn)ny and Preven!!ve Yshlele Malntsnance O D�sipnata one ana of the constructlon slte,well away irom stroam�or storm tlraln inlNs,(or wto and equlpme�t p�rklnp,nfueliny,and routins vehlele and rquipm�nt malntsnan��.CoM�{n tha srea wflh berm s,sand baps,or othsr barrlers. � MalnUin all v�blel�s a�C fisavy squlpmsnt. Inapect frequsntly}or and repair Ieaks. O Prrform m�)or m�Mtenaac�,rspak Jobs,and vehick a�d equlpmeM washiny otf-�ilo,where claanup Is easier. O H you muat droin antl replau motor eil,�adiator coolanf,or other fluida on�ke,us�drlp p�nr or drop cloths to cateh drlps and sptllt.Colfect eU spenf flulds,store In separate coetainan,and properly dbpose a�haurdous waste(recycb whanever pocalbk). O Do not u��dl�s�l oll to lubrlc�lo eauipment parta,or cb�n squfpment.U�e only watsr for any onelte cleanlnp. ❑ Coverszpos�d flith wh��I hlteh�s and other olly or grea�y equlpment duAng nin sventa. Spll!Cleanup O Cl�sn up spills Imm�dl�Hly. ❑ Nwar hor�down"dirty"pawmsnt or Imperma�bk aurtac��wMn f1uWs hrvo ipltisd. Ute dry cl��nup msthodf(absorbent materlals,cat 1ftler,andlor raps)wh�never po�alble ond propsrly dbposo o(absorbsnt m otsriah. O 8w��p up�plllsd dry matetlal�ImmsdlaNly. Nevsr atfsmpt to'wa�h tham away"wkh water, or bury them. 0 Usf at 111t10 wabr as posslblo for dust co�uol. Ensure wabr ua�d do�sn't I�ava�iH or discharpe to storm drains. O Cl��n up rpllla oe dlrt�nas by dlppMp up anE prop�rly di�po�lnq ot cont�mJnated�oll. O C�11 911 tor slgnlfleant spllls ❑ If Me splll posea a sYgnMleant A��rd Io human hseMh andzafety property or the e�vironment,you must abo npart H to the Stste ONbe ot E�nerpency Servbsa. Small Business Hazardous Waste Dis�posa��rgm Busin�s�es that generate less than 27 gallons or 22fl pounds of hazardous waste::�er month are eligible to use this program. Ca11408-299-7300 for a quote. ::�y'r SatiQeo�ra114y IHanRrcB' RirimPlnarimPkog�un ��_:J +�9 �� HEET: � DEPARTMENT OF PUBLIC WORKS ,� �� : �� EXISTING TO 9E DEMOLISED AND REBUILT - EXTERIOR WA�L AND FRAMING - EXTERIOR WOOD FENCE - INTERIOR WALL AND FRAMING - MISCELLENOUS INTERIOR FINISHES - EXTERIOR ROOF AND FRAMING - EXISTING WINDOWS AND DOORS - INTERIOR DOORS - KITCHEN - BATHROOMS - MISCELLENOUS APPLIANCE, FIXTURE, LIGHTING ETC - DECORATIVE BRICK VENEER ITEM TO 8E REUSED (G.C. TO FIELD VERIFY CONDITION) - CONCRETE FOUNDATION - CMU BEARING WALL - EXTERIOR CONC SLAB - GARAGE SLAB - OUTDOOR A/C COMPRESSOR - CONC STEP AND WROUGH IRON RAILING Coperdno 7ownYoneOriainal Fortures List p.�dy�ymT.c a�of.aryaJmii 7? KeRyMOOnPeiatn(�ppkgecm7?;gimsaraemiglaa) meaa�ae? FYameless Shrn+er Glass Doors[ThSCk Idnd)easy gHde Casc ln�Tu'cs TOaso�Bachtvb:Wa1L[oWallCoiliogTllesmRChiag;BathroomfloofsTiles(mr]ude5docara[NeULes) Gnnte Cninte(Bladc-wkL gold mlor) C1aam Bwh Shampoo Showar Nook Mma Mu�ing Svc Bachroa�Fauca fli¢ures(cowel�rs,showerLead,[d{etze paper holder,trnvel A¢g J msasu�? V�uky:Maple Wood-sdld,m partide b�rd(4 euy glldea drawers,2 doma 1a middle) Ka6lvSink(or Bechroom Totn Dual Water-Cdtw White T dlette O�er Ne Toile2e Cabfnats:i doors,ond a shelf(whice) meas�nc? Mtrror:lafge CopDerWacerPiD�.GoodSmonHwat�cPrN/fla+ �a,.u&�o Lfg{RC aboue Mirror 2 Doors(6 pane]) cro�.n Mdam� 7&e�m sd�d��ss•� vm�wero coto, ?? Brixllf�o Ch�rySolfd Hardwoad Flo�3/4thick B rizWio C►rry H�tdwood Rloor.3 J4 t6 kk:Sta irNaae cni�:��(a) Cram Mddfn� )8.B�ee Baerda(5.5').Ptlirc WAte Color mas�ae? MII�}daSlfdtog�oas&wlndowa 7 Cdar 7cm1 i¢the Nauw(�IliaQ,l�tchm,Hallway,MBA UpstalrsYe➢ow,Suhroam, Llvfng Rm-Seaale Red Wal� mouurv? rtafbl�Tiirc(at an D�apond&�oatranee) moaciuv? Ktchun Gbintc:Maplrc Sdid Wood(no particbboard):4larycucan,oaryglida,Glaac�mar meaure'! GranReCourt�Top:Vs'deUb�ta mwdu}e? GnnteBrlopSeA:ful7carwn� Gnnite Canta�:E�tended for taunter stti� 2 Siuk Counters;Staidess Steel CeilicigNmkCarpentry Work S W�Il to Cei ling Mirrar Slid ing Cb�et.3 Panel(wrth��sy glide3) &nxllianCheeryS011dHardwoodFioor,3/4chuk T�Dowa-B aiom Up W indow Cwara BmflllanCheerySO]IdriardwoodFloor,3(4[6ic}c Cuaom 8 W k Encenalnmem Ce noor Y.u�w�u Crown Mddin� )&Baw Boardc(5.5')�Pafnt Whlte Cda� Klipsch Sunvund Sov¢d Speakas Systems�.attached tn Walls,Wving hidden CeilingFen witA lights Dimma Stirit�oa Fan ligh[s r w Down-e azom uv wmdow co✓ers Cram Mddlae( J@ Base Baards[SS')�,Pd�rc Wh1m Gol� Rwaaed 11gEea(5 tacal-5"J wdl w cwl;ag l�tut�sLdmg clw�t�.3 Paa.l(wnL o.ry qhdvs) Br+�iWnChaarySaLdHa�dwmdFloar,3/4thick DlmmwSv+Rdi•2 mntrok l.ocatlon Brt6roam Brthroan Bachra�m Eachro� Bachroon Bachroou Bachroon Ba[hroan B�throan Bathroan 6atbroam Bahrmn Brthroan Brthroae Bathro� Bachroon s�oe� Fbormg St�hs Tdal Haise Holae Pamts(lCelly Morne) K1te}�n Kh�an Kltctwn Kitchxn KrtcFrn Kitc}cn KrtfJ�en Upst�ics Bedroom Upstalrs FSed^oo9 Upstal�s Bod^oom LNmgRoom llvtngRoom LvingRoom Lving Raom Living Rmm D inin g Room D inin g Room Dmin6 Room Maser Bedroom Mtata�Bedroom Ma�tvrBodroom M�aarBadroom MasterBedroom EXISTING PROPERTY UNE = 28' �--- ---— -- -- ------- —-� _....... _.. _ ........ . � ' (E) WOOD FANCE !,I � �E�24•-4• ; ,...___--_......._._.....-_................_.__......__........ ----....-...__..._....._--......__-......._.:.,,. (E)7'-9' {E) 16'-7" I � { ° _; _ ,, . '---._......._I � -(E) AC COMPRESSOR OVER CONC PAD I � (E} CRAWL SPACE� ' 1 {E) BLACK IRON RAILING (E) CONC STEPS i i � � � s i ' I : ' '�' . , I __ _. :Y: , i '.. . . . . .. .. � i / ' Y W I I::.. 7 � I i _ i :_.. . '........ : . ; � ...... ........... � � i ; : U P l. -__...__...--.-1 ��. E) FURNICE 1 ��`�� E) WATER HEATERJ i (E) WASHER/DRYER � .: : ! � : ' m: i '. ' i N: �—_,---_ r; i ; _'.__......_....."_........._..._..................._......._... ......_._._".......""'".................. ""' '_.. .... v i � i ; (E) CONC WALKWAY i ; (E) STRUCTURAL � , COLUI�N PROPOSED PLAN ' SHOWS SUPPORT ��(E) GAS / COLUMN ELMiNATED j ELEC METER�LINE OF {E) BALCONY ABOVE � (E) HOSE BiB i I ; � �', � ��. : : j ' `� ......(__....... . _. ..._.... '....._........................ . �c � — � � ; I ; �� ......... ............ ............. .. ...............�. / � �� ' � �------- --------'-1--------� (E)5'-11" {E) 15'-8• �E�3•_ • (E) 23'-11" �(E) LANDSCAPING EXISTING�GARAGE�PLAN (BEFORE FiRE DAMAGE) (1/4"� 2 � N W e h N � EXISTING PROPERTY LINE = 28' ------------------- ------�. _.._ . .. _. _.. _._.... . (E) WOOD FENCE ' (E) BACKYARD '�' i (E)24'-4' ; ,..............._-..............-- --..___...----�-----._------------_.----�--------...- -- -----------Ki` (E)7'-9" (E) i6'-7' I, ,� { i tE)4�-8` iE) ��-9' �E�4�-Z�� { ---�------- —- ----� -. ..-� --- � i : ! � _ __ _ ._ _ _ i. � : � � ; (E) WbOD —»- FENCE; (E} A,i'C COMPRESSOR ; ,, . ............ (E) WROUGHT ' IRON RAILING g � , \� / \\ O �� ,,�� 10 r �: , `',�EJ PL1i1�tT�R , W: Z J � � � ' � °-• UP (E) CLOSET WIT o: MIRROR SLIDING a; O DOORS C�j z° (E) BEDROOM F-� N i x: (E) CUSTOM W; BUILT ENTERTAIMfy� CENTER i � ` �e (E) CLOSET WITH MiRROR SLIDING DOORS (E) BEDROOM :' W c� � � �' � �� i aD 5 �{E) BATHROOM � : � m W! �; ,� I I �'' �� U P � l____---�� :--- ; _.._..... :_ ........, i m _"' .�"'- •W ,;�__ (E) KITCHEN �? � n �, �; N i �; ', �E) ��-7' �ZE)3�-9" � (E)8�-10" �' (E) LIVING ROOM N! W i tE) �5'-8' , (F) 6._Q. �E� �. (E) BALCONY �� (E)23'-7' O EXISTING(FLOOR�PLAN (BEFORE FIRE DAMAGE) ; 1/4": 1 i 1 �a 147 cas:ro street, �•ite 2 mountoi� view . cp 404': 988.8877 (f) 65 3.331 C � } in'o�stu� 2.net W � V � Q �� [��j O \� � W � � [� C � VnV � � ,�I t. ., tla � o � �� 0 �--+ � � � Lnl.l L.., �^ — � ��— � Vv � � � � � � � 11.08.11 ISSUED FOR SCHEI�ATIC PRICING 11.30.11 ISSUED fOR PLAN CHECK �j 12.30.11 RESPONSE TO COMMENTS �S�p ARCy/ V�'J`�H Y j,� li` n �* yC28457� yk 07.31.201 �f ��r 9f�OF C A`\�p� PROJECT NO.: 11-3910 EXISTING FLOOR PLAN (BEFORE FIRE DAMAGE) \ � /W �'� i ^ � � /"1�•� ��_ % i j i COPYRIGHT 2011 . STUDIO 02, inc. I IN PR P RTY IN = EX ST G 0 E L E 28 �-- .— _.---:.— — ___ -::_ —: — .--... � PROVIDE NEW WOOD � FENCING TO MATCH ' EXISTING. STAIN FINISH. i {E)24'-4" i n : (E)7'-9" iE) �6�-7" � � � 2 � ; _ A2.1 , .! ' PROYIDE HOUSE BIB AT '' THIS LOCATION � �. 0 �' I ', PRQVIDE AC COMPRESSOR ' OVER CONC PAD + Z, , TO MATCH EXISTING , orn J o� F� �CRAWL SPACE � `� � ' WITH CONC PAD � a TO MATCH � ( °�' EXISTING ' � PROVfDE NEW BLACK IRON ( Z� RAILING TO MATCH � N EXISTING w� � � (E) CONC-STEPS------- � - --- _. .... ..: , � , e � _ ------ ; ._ Y �� ..t ...... : �"�� 1 o + I .. _. , , .. y ........}1.. �� .............�� . �... . ...... .i I i : � ' �J ` , I uP ` � ..................._: � A�.4 � � PROVIDE POWER AND WATER FOR �. ' A2•� 20 \\`\ � NEW FURNiCE AND WATER HEATER. � ', ' � '� � SEE T-24 FOR SPEC. SEE 12/A4.2 ' � -� I FOR WH MOUNTING DETAIL : � `-PROVIDE NEW WATER AND POWER FOR � Y I � WASHER/DRYER � . N .... ........_... ,., ! PROVIDE__NEW_UTILITY_SINK________ ' 0 _... . _ - _ = ----------------------------- -- � � (E) CONC WALKWAY � ! PROVIDE fIRE SEPERATION WiTH TYPE 'X' GYP � BOARD AT GARAGE CEILING AND WALL (GARAGE � � SIDE). SEE A3.1 FOR RATING REQUIREMENT � ' �{N) GAS AND ELEC METER WITH 2O0AMP (+/- 14.5' FROM GARAGE D40R) i ��INE OF BALCONY ABOVE ' � PROVIDE HOUSE BIB AT—� ' TH15 LOCATION � � , � — .................... ...... ...... ............ ; ; ; ' _ � / ' =-------�------------�------ ' , (e)5'-�t" (E) 15'-8. �E�3�_ . ' (E)23'-1t" s� .. -- — _ __ ___ //�� _ __ ` 3_\ 2 1 A2.1 A3.1 A3.1 � , � ♦ � PROPOSED GARAGE PLAN : 1/4": 2 SEE A1.8 FOR ENLARGED DIMENSIONED PLAN EXISTING PROPERTY I = L NE 28' —- -—-- - -—-— —- __ _.__ _._.... _... _... _. _..____ �------ , , I2 , A�, � I •24'-4� � ;�--------....__........_.._---.......--- -------------....___- -...---...---�-.........._.............:,f. '7�-9" `16�-7� � i •4�-g" R7�-9" +4�-Z• ' � ': ' __ . _ _.._ � , � r� _ .._ --'- --� I � 24 � ' I �� ' , _. , ' __ 0 iD N, n� N; (N) MASTER BEDROOM � . w , ; , � : J( . - ' ��. .... ... _....... � : 2S . � I � �I � � h �i � : __ /�^ � � � � �, � , z' I �2 (�, ' : ;' ~ ; � �. : �� i �i X� !^ i ;z `�� :(N} BATH 1 I �; � W ! , I � ......��_.i /�� ;I !i � � � � ' I O I ,. ;..._ � �- ... . :'Y.. ^,.t '�+::�j , �3 ,'" »� ,;�,<: 7 ` �' _.._.... ' :..� _ ,.-_ �.�.... 1 �_ ::.. _.. .. s, __. � . . ,; ___._ _......-. .... _..� � �0 � M 1 � '. ' : ......_ ........._. � (..~... �� O � � � �—i i ' :: _ ,� A�.4 � � ,: e(N) BEDRM 1 27 ;; � � � ' o. :: :� � � �. �......v... � I E : __.._... � - , A2.1 ( �; • ,. ' (N) KITCHEN � I � p�� .�� y" , �� SPRIAL--�► ` / STAIR SEE I/ r--�-�-� s a t � � : � � ! I , . a , � w � .- � � ��. ....--- -' --------� � � < . :" /� �, � I,, � ?g (N) BEDRM 2 � •15'-8" f--- 3 A2.1 �`� 28 ;A4.3 � �/� _ � /�, �--�. -(N) BATH 2 -— �' ..... -.. ..... .... ........ �" (N} L�VlNG '/� �� :. . _. ' ��: ��;: D •6'-0" !i�-6� `23'-7" 2 A3.1 1 A3.1 i � ' , I , � � � � Y I a XI TIN PROPERTY UNE 28' E S G __ _. _ _. _ r--- --- — -- — — — � � . ''I' !): ,i; I � 1 !I'. � _ A2.1 ',! ;); o: �: ��: w z: J; �! �. : �; w� a' ..- -- o; �. a. c�, z; � � x w � �' � -• ...__ ,,..._, _..._._.; , --- � :�._. .. . (N)16,-0, t tO A2.1 � � N n � � O,' � � � � � o � ' h . v �N��._4. _ _ __ 3 A2.t I � I I I � e �. � SEE A�.3 ( Foa stue � a �� I n �� (N) STORAGE � v � I SPRIAL ,' ''��: STAIR. SEE !,j s � ' �� A4.3 � \ <�� ` I W�� s �� \ I „�. ................_..._....... .. -.....-- � ` 3 � ..,\ �, \� 5 3 / I .,\ A�3 /,. � i , OPEN��/BELOW I J \ I /� \ � � . � �"� I i �� i � i i�, �� {N)i�'-�o• 2 1 A3.1 A3.1 PROPOSED GROUND �LOOR PLAN ;1/4"; 2 i PROPOSED MEZZANINE PLAN��(STORAGE ONLY, NON-HABITAL)!;1/4"; 1 ■ n �O U � I � 147 cas:ro street, '�ite 2 mountoi� view . cd 404' 988.8877 (�) 65 . 3.331C �.e) infof�stu� 2.ne't W � V � Q � � � � 0 � �� nf'n � � .'U � � � O W a � � � O � O f�..f., - � � � � � c� � � O H � 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUEQ fOR PLAN CHECK �j 12.30.11 RESPONSE TO COMMENTS SE9 A�CH (��'J�N Y r7/lF „ '� �' .a� * C28457 *I 07.31.201 �f � 9lF Q f�A��F�� PROJECT NO.: 11-3910 PROPOSED PLANS !/W �\ � A1.3 `,� ; �; COPYRIGHT 2Q11 . STUDIO 02, inc. FIRE SAFING AROUND OPENING ��t��t�'t��. r�ii'�i�t' ` � (( ; i . ,_............._-_.._..____; � SEE DETAIL #1/A5.0 FOR WALL CONSTR. NOTE: OVER 1" GAP REQUIRES A i GYPSUM BOARD � � PATCH. �1 =..Y..-W�-..V:-..Y.;.-.-.-�1-�� `r RATED WALL PENETRATION� 3" � 9 ROOF SHEATHING NAILER(TYP.) EILING JOIST TYPlCAL) $HEAR WALL MAT�RIAL tSEE STRUCTURAL — CONTINUOUS WAHOUw�FS 8�TYPE 'X'(TYPICA ON RE�IODELED SIDE)— FLOOR JOIST (TYPICAL)� CONTINUOUS j 1-HOUR fIRE RATED WALL wf Sf8"TYPE X' TYPICAL 4N REI� DELfD SIDE)— NOTE:CAULK AND FIRE-TAPE A L GAPS AND JOINTS�TYPICAL) {PROPOSED REI�ODELED SIDE} NATURAL GRADE (SNOWN DASHED)- �---PROPERTY UNE � � � j/ �. �.. —2X4 STUD '�� WALLS(TYP.);�:; � � -3"INSULATION,: (TYPICAL) ' EXISTING DEMISING WALL 1 X REDWOOD NAII.ER 24 GA GSM FLASHING PAINT TO MATCH ROOF WRAP UP ROOFING FELT COMPOSITE SHINGLE FOR TYP. NOTES REFER TO BLDG SECTIONS $T.O.S. COMPOSITE SHINGLE 3 (1) LAYER OF 30LB. FELT . A4.1 RIDGE VENT. SEE DTL 8- i� EDGE NAIL RADIANT BARRIER OSB— i ROOF SHEATHING i ',' � 30# ROOFING fELT ROOF PLYWOOD � - SEE PLAN� ! ----- in �� % 3., � �-- + ' �� FOR TYP. NOTES �— SEE STRUC. DWGS. FOR DE7AILS ROOF FLASHING AT WALL 3" 6 CUT SHINGLES AROUND PENETRATION PORTALS PLUS (OR EQ.} SHINGLE FLASHING W/ELASTOMERIC COLLAR r-----, NAILED TO DECK W/6 GALY. RfG. NAIL` � � � � TROWEL BED Of RO�FING ' � / j CEMENT UNDER GALV. ALUM, & �.. + � / THERMOPLASTIC SHINGLE FLASHING I � , •`�� i :� � : � � . �,�t,�� . � � i �\� i i � i i i I I. I �,_�_� ROOFING. SEE DTL 2 FOR TYP NOTES ; TYP ROOF VENT FLASHING •2"AIR SPACE ' �TYPICAL� j TRIMLINE RIDGE VENT !�or wau-sp-Mw •wa nro�u-r xia� ror ; i NAILS , ,�/t"-+nw rportF 'f� �z�/t'�a nio�xt ti= -3/8' PLYN'OOD� ' k- -�' �__��, . � ti% ' \`a ; , �♦� � • ;' t ! �I-N""�� . \;'l�� i � I � i I y � ' ' S/8"GYP. BD.: QRYWALL(TYP.} i �• ' I ^ �(EXISTING 'ADJACENT ' ' TENANT, � HATCHED} - SLOT WIDTH -" �� : — �; ,� LOW PROfILE {13" NFA) , 1'MlN.OPENING(TR115S INSiALL) 3 1/2'MiN.OPENIdG(CENTER BEAY);�\,-` HIGH PROFILE (19" �� 2 1/2'MFN.OPEN USS INSTALL) \\�„_ 4'MIN.OPEpU16'"�CEMER BGM) ' % � � PROVIDE RIDGE VENT BY TRIMLINE OR EQ. TYP RIDGE VENT DETAIL NS I 7 STORMSTQPTM ASPHALT SHINGLE RIDGE CAP SEE DETAIL 2� FOR TYP ROOF ASSEMBLY NOTE ROOF RAFTER AND SHEATING PER STRUCTURAL NS I 8 " ; , ! ATTIC VENTILATION CALCULATION PER SEC 1203.2: � � ; '�. � NET FREE VENTILATING AREA = AREA OF SPACE VENTILATED / 300 "'''` vs i = 969 5Q FT / 300 � ; :.��{:+. ;,�i i = 3.23 SQ FT = 465.12 SQ. IN. ` ( �� ' ; AREA OF EAVE VENT REQ. = 50% x NET FREE VENTILATlNG AREA a ..' •. = 50% x 465.12 SQ. IN. � ' - 232.56 SQ. IN. ------ :-{i - --- - i - O . ' tti� �.. i TOTAL # OF EAVE VENT = AREA OF EAVE VENT REQ. / EAVE � - .� .� EXIST. FOUND. ; LENGTH = 232.56 SQ. IN. / 40 LF °° .. ; f00TiNG{TYP.} ; = 5.814 SQ IN. f LF i PROVIDE MIN. �� 2-1�2° ATTlC VENT HOLE PER LF 1'-6" ; REQ. VENT AREA 3FT ABOVE EAVE = 50� x NET FREE VENTILATING i AREA = 5016 x 465.12 SQ. IN. = 232.56 SQ. IN. i n i RIDGE VENT PROVIDE = 24 LF FIRE PARTITION WALL I NS � 10 ROOF FRAMIN . SEE ` " STRUCTURAL SEE STRUC. DWGS. FOR DETAILS TYP ROOF RIDGE 1-1/2 INSULATION PER T-24 W/1" MlN. AIR SPACE � EDGE NAILING 2X SOL�D BLOCKING w/ _, ATTIC VENT HOLES. SEE CALS - 30� ROOfING fELT o/ ' i ` RO f PLYWD. S.D.D.—� � '�i PAINTED-- OGEE GUTTER 2x wao� sEE FASCIA BOARD �r PAINTED ° PAINT UNDERSIDE Of PLY4VOQD - 2X RAFTER TAIL. PAINTED PAINT ALL EXPOSED SHEET METAL. SEE STRUC. DWGS. fOR DETAILS PLAN 2 TYP EAVE DETAiL 1-1/2"; 3 FLASHING TRIM, PAINTED - FASCIA, PAINTED END RAFTER SUPPORTED � BY BEAMS, OUTRIGGERS OR BRACKETS. EXPOSED SHEATHING. USE HIGHER GRADE WNERE EXPOSED FOR TYP. NOTES FOR TYP. NOTES NOTE: EXTERlOR FINISHES PER � �'=�'�r--- NOTE (PAINT GRADE, TYP.) SEE STRUC. DWGS. FOR DETAILS TYP RAKE QETAIL 1-1/2"; 4 COMP051TION SHINGLE ROOFIN� TO MATCH (E)� DO NOT CUT INTO ROOf FRAMING MEMBERS-� I ROOFlNG FELT � � i �BUILDING PAPER � �CLEARANCE PER MANUFACTURER•i � � � � i t i / ' � f� � I + � � j I METAL �5..� � l i FLASHING a 1 I } I s� ' � j I \\ HT�Hiy f� `'� � � i *FOR lNSTAL TION, REFER TO MANUFACT ER'S iNSTRUCTION. � SUNTUNNEL DETAIL NS ' 5 ROOF PLAN KEYNOTES Ci NEW COMPOSITION SHINGLE ROOF TO MATCH EXISTING COLOR AND STYLE. NEW COMPOSITION SHINGLE ROOFING TO HAVE AT LEAST CLASS C FIRE-RETARDANT RATING. C BALCONY AND RAILING BELOW. � NEW VELUX TMF OR EQ 10"� SUN TUNNEL. SEE 5/A4.3 FOR DETAIL. C OGEE GUTTER . PAfNTED � NEW VELUX VSE ELEC VENT DECK MOUNTED SKYLIGHT OR EQ. SEE 1/A4.1 FOR DETAIL. C 2X WOOD FASCIA BOARD. PAINTED C ROOF OF ADJACENT UNIT C NEW EXHAUST FAN COVER (BATH 2). PAINT TO MATCH WALL 3 �� PORCH ROOF BELOW � _ AZ� 10; STACK VENT. FIELD VERIFY LOCATION. r 1 i; LINE OF BUILDING WALL BELOW 4 ITI � � 12; KITCHEN HOOD EXHAUST. GC �'_ " pROVIDE ATTIC VENTS. SEE C LS.' TO DETERMINE EXACT LOCATION 0 1 � A2.1 � 0 M : o : ' _ M . .. _ : ,.. ._ �.� r.- �- _ - -R� . : r . I ; � j,.,_ .... .. .. ... ,.. .. .... �..... . • .-- ..... : ,... i:; , , , ' �I.,.. >'..,',.. . ,-'-. ..-,; .:_ � .. � :.. .., . , .... 4 � . ., i ; - � ', �..,:. .:.,. ,...:.: _. , . . ...:... . ........._... _._............. � ; ; ; '', ; �\� ,.. � udiolL 147 cas:ro street, 'ite 2 mountoin view . c9 404 i 9$6.8877 (f) 65q. 3.331t^, �} info�studi 2.net W � V � Q � � � � � o W � � � � � � .��. ., t1� � o W a � � � O � :.. } <. :,.,,� . .... . ... f��.f`.., � ; �� . . PROVIDE.ATTIC � _ . o � :_ � � Iu� 1'- "VENTS. S�E CAL :. /X ,�� C�Ri � ... . ., . .: ..... � . ,.. . _ , �;� � ; � � � . _ % 1 . . ,'., . :. ..�::..,.y. :. ... ._...<'..., .. ... ;... . ..... ....�.':. ,.. ,.l _ O _ , . ,: . ..!. . ! .....:. � .....: . � _. _ , / 1� ; , � ..,. _,. ..,r., ... i . i.., .;.. 1..,: .'. . � ,. ,... I � i , J + � , ,.. : . ... . . ., . 0 0� � 1: , � - / �:. , ..._......... / - ... , f . � ; t_;:. ..;, �.: 7 _` ._ .� ..- �:, . , t ,. . >. „ � '. . ',/ .: _ �' ` �" ` °'° ' '' 1 t.08.11 ISSUED FOR SCHEAIATIC PRICING � ' � � ` ' ` � ' ` 11 30 11 ISSU D fOR PLAN CHECK i ! � ; . . ^� 2 30 11 RESPONSE TO COMMENTS , ... : � a . . ; ab ... . li._ . . ' ._ . � .... ;.. ,:.... _.. ...._.. ._... ..' . . ; , <,_.... 1 1 �:. �:. , ... : �; . ...: .._. . � [.. _ � o 0 � t,.. . ; , ,..;: . ..... ,..; .... �: ;..... �..... :� ,. . ... ... I!._ :. .. .:_... ,!._.. ,; :: : , �, ,. , j;.. i... A [.. , : ,.. i , �5��Y RC/y�l � , � � ' �� : ._ _._ : 1' , �5 � * � . , _ . C28457 I: *07.31.201 �... ' ._. i : �,� �\�. i . < '_ .. . 9�.F Cf�A��F�� : . ; '.:.... ...<.._ '..._ .. .. 1 ; � .. , : . ' - �. , ' ; _: _ L'_ _ ' ! .. .. .. .� ..- . -. _ �- - .- . ; .;.... � PROJECT NO• 11 3910 _ ► ` PROPOSED ROOF PLAN ...... ................ ....._.. - �--� ---... , �� AND DETAILS 1 - " PROVIDE ATTIC VENTS. SEE'CALS. 3 _ i 3 �� f 2 Az., ;5 C . � a� 4 2 1 PAINT ALL EXPOSED SHEET METAL, TYP. A3.1 A?.1 PROPOSED ROOF PLAN TO MATCH EXISTING �1/4"; 1 � : . �/� i COPYRIGHT 2011 . STUDIO 02, inc. --EXPOSED FLOOR JOIST-- , _ , 10 i .. � .� . .� i .. � _ . m :� . . d .. . .0 �... w _ , b .. . ..-.,�--..�.,. :. ;, .. � 1 fi ------- � • . � . WP J ,,......_,.....,.., , EO ' i t'-8„ ; . �EQ.� �... .•.�........ - ...__ . ... ... ..- -- - - .. �:..�:�.<:..;;� ,'_;' --- - - - - --- _...-- -- _ � - - -- --. - , -.. -• .- N +8'roH' . _.�' . ' q. � � ' . . �' - :.r�� ;{��..�� - .�.. .. ..:._.., :.. .. :.t:.�,~ '. ; ;.. ,.;:. d W � �n a�W NOTE: CETER WP RECESSED LIGHT AT • SINK, TUB OR SHOWER STALL, TYP. , a w i � a W c'r W a W i� � in a W EQ. 8'-7" EQ. � � . . . � . . �.W� -� i . � . -—-- � . � �. � �. ;. ajZ .a Z. � 0 3 . 0 3 . .I .�:O " �.� O. (. ,. vro v, o ,. , � � , �i .:. : : - _ .__..:.1 E� . -... . �� . . �� : ..� • EQ.. EQ: � Q � w , ' �_ E. . . - o ��, . �... �. : ' . 13: � . (E) �'T� � � EQ. • EQ $3 "�Q . JO�:. " �'. . vI o -F$�'� �5'-8". q �0" 4'-5" _�'=p --`--<+ o . ' _. — -- � .' r�'—...» in EQ `EQ� �. . f f 8'--D � - � 2 � ..�.:_:....._�_. .� � �� +8�-s•'. .;. _ . 6.; ' " co. 4'=3". � � �_..� �oPEw% � ��,� ' c, m J�OVE . . ' � .�. .� '+B�-Q�� \\ . wr. f \ (E� � o �. . E.. � � i ' � +8'-0" ' . . � ; . � . . • . � . � �� / \ / . -------��.. � \�. . � � .- , . ° . ��, /� � i +8'=0" ;�5 OPEN �fl\ABQVE i � . , � ' � �. ---.-=—o � �\ . . } . .� . I �. /� � .F� .. .. .. . .r: i � � , �. . � � EQ. � 5'-8" � EQ. i v _� PROPOSED REFLECTED CEILING PLAN - GARAGE ;1/4"� 3 I PROPOSED REFLECTED CEILING PLAN - GROUND FLOOR ;1/4"; 2 ROOF PLAN KEYNOTES �❑ 4" RECESSED COMPACT FLOURESCENT FIXTURE. WH�TE TRIM. �� PROVIDE FIRE SEPERATION WiTH TYPE 'X' GYP BOARD AT GARAGE CEILING AND WALL {GARAGE SIDE). SEE A3.1 FOR RATING REQUIREMENT. 2� 4" RECESSED COMPACT FLOURESCENT FIXTURE WITH WATER PROOF HOUSING AND LEN �2 EXTERIOR STUCCO PLASTER FIN15H. PAINTED TO MATCH EXISTING. AT ALL WET LOCATION (DENOTED 'WP') WHITE TRIM. � NEW VEI.UX TMF OR EQ 10"0 SUN TUNNEL. SEE 5/A4.3 FOR DETAIL. 13 CEILING LIGHT. CENTER AT CEILING. 14 STEPPED CE{LING WITH CROWD MOULDING (PAINTED WHITE) 4❑ GYP BOARD WITH SMOOTH FINISH. PAINTED. TYP AT ALL CEILING. 15 CEILING MOUNT CARBON MONOXIDE DETECTOR WITH A C POWERED AND BATTERY BACK PROVIDE GLOSS PAINT FINISH AT ALL WET AREA ❑ � UP. TYP AT ENTRANCE OF ALL BEDROOM -.��-.-�.,-...-.-�.-.�...--.�-�-w�--.....-.-.-�--.-.-�--.��-.�.�--. 5 NEW VELUX VSE ELEC VENT DECK MOUNTED SKYLIGHT OR EQ. SEE 6/A4.3 FOR DETAIL. > >6 NEW WATER-PROOF EXTERIOR WALL SCONCE (TO MATCH EXIS7ING)i ❑6 EXHAUST (PROVIDE DUCTLESS EXHAUST FAN AT BATH 1 �^'�''�'�^''�'�^'"�^'"'�^'� BY NUTONE - 682NT} 7❑ KITCHEN HOOD EXHAUST NOTE: G.C. TO FIELD YERIFY ALL FINISHED CEILING HEIGHTS 8� WALL SCONCE (EXISTING, U.O.N.) 9❑ SURFACE MOUNT 1X4 FLOURESCENT TASK LIGHT. TYP OF (4) 10 CEILING FAN. EXACT SPEC TO BE DETERMINED. GC TO PROVIDE ALLOWANCE � WJ v •rJ a w d w 1 i� � w 1 SLOPED CEILING. SEE PLAN 2 FOR LIGHTING LAYOUT r.� r :,t . � i , � .. � ` - - -- ---- ------.o� � ' � � ., ., �.. .... � EQ:� EQ.. � I � � .1: :� . ,� = T�°=- -- ----�—-.----�-._ --- � W ' � � � �..,. �..z � �. o o +6,T�.. �. . , 2 7" ' N � ' . . ., � W �Z � � . �. . ' . d i: EQ... '. � o g'-�" g'_p � EQ � N ; . --.., —¢=--�EQ, 3'-"11" ' 3'.-11"' Ea. _ �� . I � � — `-°' .. .. i " ' .� � , .. . ....I . '. .� '. . I .. � _, � . . .. ; ' , . . ; . . . -- . - -- .. .. .. . � .. . • ' e e� I i . . . :M . � . � . . , ' -;--� _ - -- O � -_i. ...�: . �.�. . .' M:' ...:I ,: E4. ' 3'-11" � EQ. 't'-6'1 3'-11 �.-..-..-..-..-..-.--..-..�-.�-..�-..-.,�-.,-..�.-..�.�-.-. � NOTE: MEZZANINE LEVEL IS FOR STORAGE ONLY. � � TNIS SPACE 15 NON—HABITABLE. � ��.._.`.._..� N n I in PROPOSED REFLECTED CEILING PLAN - MEZZANINE �1/4"I 1 ACOUSTICAL SEALANT BACK & SIDES OR 80X AS NECESSARY FOR SOUND RATING AND SMOKE CONTROL MAX. 1 b SQ. IN. MAX. OPN'G. 100 SQ. IN. /100SF (PER UL) ACOUSTICAL SEALANT AROUND BOX PENETRATION TEIEPHONE OR ELECTRICAL BOXES SEE DETAIL #1/A5.0 FOR WALL CONSTRUCTION RATED PARTITION - AQJACENT ELECTRICAL BOXES I 3" I 4 udio � 147 cas:ro street, '�ite 2 mountair: view . cp 404i 988.8877 (f) 65Q' 3.331 C �ei info�stud 2.net W � � � Q � � � � � O W � � � VU � � �uul c tl� � o W � � � lu� � � o �^ � � L� � V^un � �V � � � � � 11.08.11 ISSUED FOR SCHEIAATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK �j 12.30.11 RESPONSE TO COMMENTS �`�'�JP�N A R�y�lc�` � 5 �a * C28457 * 07.3 i.201 r ylF Cf CA`\FO�2 PROJECT NO.: 1 1-3910 REFLECTED CEILING PLAN � i �� W ?j A1.5 / \�-% € i COPYRIGHT 2011 . STUDIO 02, inc. - N0. W H LOCATION I TYPE IMATERIALI REMARKS O1 3'-0" 6'-8" GARAGE O2 3'-0" 6'-8" ENTRANCE O3 2'-6" 6'-8" BEDR001� O4 2'-6" 6'-8" HALL BATH O5 2'-4" 6'-8" HALL BATH O6 2'-4" 6'-8" BEDROOM O7 7'-9" 6'-8° LIVING ROOM O8 7'-9" 6'-8" BEDROOA� O1'-9" 6'-8° HALL CLOSET 10 2'-0" 6'-8" HALL CLOSET D 0 0 R S C H E D U L E N0. W H LOCATION TYPE MATERIAL REMARKS C SCWD ORIGINAL EXTERIOR DOOR BEFORE FIRE DAMAGE. PAINT GRADE 20 3'-0" 6'-8" GARAGE C SCWD TO MATCH ORIGINAL EXTERIOR DOOR A SCWD ORIGINAL EXTERIOR DOOR BEFORE FIRE DAMAGE. PA�NT GRADE 21 3'-0" 6'-8" GARAGE A SCWD RATED DOOR. SEE NOTE 24 ON A3.1 � A WD ORIGINAL DOOR BEFORE FIRE DAMAGE. PAINT GRADE 22 3'-0" 6'-8" ENTRANCE A SCWD TO MATCH ORIGINAL EXTERIOR DOOR A WD ORIGINAL DOOR BEFORE FIRE DAMAGE. PAINT GRADE 23 3'-0" 6'-8" KITCHEN D SCWD STAIN FIN�SH SHOJI SCREEN DOOR. SEE SPEC BELOW A WD ORIGINAL DOOR BEFORE FIRE DAMAGE. PAINT GRADE 24 7'-9" 6'-8" PATIO g MTL/ TO MATCH ORIGINAL PATIO DOOR � � 0 0 � D 0 0 R T Y P E GLASS PROVIDE TEMPERED GLASS. WD ORIGINAL DOOR BEFORE FIRE DAMAGE. PAINT GRADE 25 2'-4" 6'-8" BATH 1 A WD TO MATCH ORIGINAL INTERIOR DOOR MTL/ ORIGINAL PATIO DOOR BEFORE FIRE DAMAGE. WHITE VINYL 26 4'-0" 6'-8" MASTERBEDRM F MTL/ TO MATCH ORIGINAL MIRROR SLIDING DOORS GLASS O CLOSET GLASS MTL/ ORIGINAL PATIO DOOR BEFORE FIRE DAMAGE. WHITE VINYL 27 2'-6" 6'-8" BEDROOM t A WD TO MATCH ORIGINAL INTERIOR DOOR � GLASS WD ORIGINAL DOOR BEFORE FIRE DAMAGE. PAINT GRADE 28 2'-4" 6'-8" BATH 2 A WD TO MATCH ORIGINAL INTERIOR DOOR WD ORIGINAL DOOR BEFORE FIRE DAMAGE. PAINT GRADE 29 5'-9" 6'-8" BECLO�ET 2 F GLASS 30 2'-4° 6'-8" BEDROOM 1 A WD TO MATCH OTHER INTERIOR DOOR. PAINT GRADE CLOSET 31 7'-9° 6'-8" BEDROOM 2 B MTL� TO MATCH ORIGINAL PATIO DOOR GLASS PROVIDE TEMPERED GLASS. 32 1'-9" 6'-8" HALL CLOSET A WD TO MATCH ORIGINAL INTERIOR DOOR 33 2'-0" 6'-8" HALL CLOSET A WD TO MATCH ORIGINAL INTERIOR DOOR 33 8'-0" FIELD IAEZZANINE A WD PAINT GRADE VERIFY STORAGE 34 4'-0" 6'-g" MASTERBEDRM F MTL/ CLOSET GLASS 33 7'-7" 6'-8" �EZZANINE E WD PAINT GRADE CLOSET QT = TEMPERED I'�W'1 I�W�i �° �° H �� H � � � �� TYPE A TYPE B SLIDING PATIO DOOR f W�'1 H o TYPE C l�W�"W�I I`�W�1 H H H TYPE D TYPE E PAIR SHOJI DOOR FOLDING OOOR W I N D 0 W S N0. W H LOCATION TYPE MATERIAL GLAZING J�`L � ' REMARKS A.F.F. OA 6'-0" '-10 LIVING C WHITE DUAL-PANED +2'-8" VINYL OB 4'-0" 4'-0" BEDROOM C WHITE DUAL-PANED +2'-8" EGRESS WINDOW. VINYL CO 1'-5" 6'-8" ENTRANCE A WOOD DUAL-PANED - PROVIDE TEMPERED GLASS. FRAME W I N D O W T Y P E �T - TEMPERED �W� W w w � , �_ � � � �30" � � H b O 12°�� TYPE A TYPE B TYPE C TYPE D FIXED FIXED SLIDER LL�p�eM111.M10]Oiwa�w�w�iala�w�lG�m��eqW1%11)mMrvl�i �W�i H SHOJI DOOR SPEC MFG: CHERRY TREE DESIGN (OR EQ.) CONTACT: CHERRYTREE DESIGN.COM PHONE: 1800.634.3268 STILE WIDETH: 2" RAIL WIDTH: 2" VERITCAL BOXES: 7 HORIZONTAL BOXES: 4 GRID WIDTH: 0.375" KICK PANEL HEiGHT: 11.25" COLOR: STAIN MAHONGANY STAIN FACING: MULBERRY LAMINATE TYPE F PAIR SLIDING MIRROR DOOR *GC TO CONFIRM SPEC WITH OWNER BEFORE ORDERING C H E D U L E N0. W H LOCATION TYPE MATERIAL GLAZING SILL H • REMARKS A.F.F. OD 6'-0"3'-10" LIVING C WHITE DUAL-PANED +2'-8" TO MATCH ORIGINAL WHITE VINYL WINDOW VINYL OE 4'-0" 4'-0" BEDROOM 1 C WHITE DUAL-PANED +2'-8" EGRESS WINDOW. VINYL OF 1'-5" 6'-8" ENTRANCE A WOOD DUAL-PANED - PROVIDE TEMPERED GLASS. FRAME OG 3'-0" 2'-0" MEZZANINE B WHITE DUAL-PANED +1'-0" PROVIDE TEMPERED GLASS. FIELD VERIFY DIMENSION VINYL OH 3'-9° 2'-2° MEZZANINE g WHITE DUAL-PANED +0'-0" PROVIDE TEMPERED GLASS. FIELD VERIFY DIMENSION VINYL udio � 147 castro street, ite 2 mountain view . c 4041 988.8877 (f) 65 . 3.3310 !e) infoC�stu i 2.net W � V � Q � Z � � � � W � � � VU � � Luut o � � O W a � 0 � � � OQ � � l�� S� � � O � � 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK PROJECT NO.: 11-3910 DOOR/WINDOW SCHEDULE � � � � Z A1.7 � COPYRIGHT 2011 . STUDIO 02, inc. ,.a.�,.�..,�m,.._.._.....�,m.....�..m.,..�,u.��,., udiolL 147 castro street, ite 2 mountain view . c 4041 988.8877 (f) 65 . 3.3310 \(�r) infoC�stu� 2.net � V Z W 0 _ tl� W � _ � � � luul � Q � � Q c� ° � � aQ � � � o � o a � a o � o �, � a � a � � �► 0 � 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK PROJECT NO.: 11-3910 ENLARGED PLANS � Wo � Z A1.8 � � COPYRIGHT 2011 . STUDIO 02, inc. BUILDING SECTION KEYNOTES � COMPOSITION TILE ROOF TO MATCH EXISTING � NEW DOUBLE PANE VINYL WINDOW AT MEZZANINE. STYLE TO MATCH OTHER WINDOWS � EXTERIOR STUCCO WALL. PAINTED. � OGEE GUTTER . PAINTED � WOOD BALCONY AND RAILING � DOUBLE PANE WHITE VINYL WINDOW TO MATCH EXISTING. SEE WINDOW SCHEDULE. �7 NEW SKYLIGHT ❑8 WOOD FENCING. STAINED FINISH. 0 GAS/ELEC METER CLOSET 10 EXTERIOR DOOR. SEE DOOR SCHEDULE. 11 CRAWL SPACE VENT WITH CORROSIYE RESISTANT WIRE MES SCREEN. MIN VENT REQUIREMENT PER SEC 1203.3.1: CRAWL SPACE AREA - 354 SF MIN VENTILATION REQUIREMENT - t/150 SF MIN VENTILATION VENT AREA - 2 SF VENTILATION OPENING - 6" X 12" EACH = 0.5 SF MIN. NUMBER OF YENTItJaTION OPENING REQUIRED = 4 I�G3.3.1.1 jSPCBjOpeningsjr�runcfer jT.aorventilation shaCl be not less thun I'ls syutere f eet(l3.135 m�)f irr ercch 25 lirt�ar feet{762�linec�r r�»i}of�.xierivr wufl. Tl�iey shalt he cov�red witl3 cnrmsion-resistant�uire nr.�sh►��ith m�sh�penings not l�ss thun?/.�inch(e5,4 mm)rrar mr�re thaa Jh inch{13�rtm)in rtn}dimensit�n. 12 SOLARiUBE. SEE DETAIL 13 CONCRETE LANDlNG 14 TYP DECQRATIVE WOOD TRIM. PAINTED 15 2X WOOD FASCIA BOARD. PAINTED 16 MOTORiZED SECTION METAL GARAGE DOOR. WHITE �'INISH �� PORCH ROOF (6:12 SIOPE) �g DOUBLE PANE WHITE VINYL PATIO DOOR TO MATCH EXISTI� SEE DOOR SCHEDULE. 19 BRICK PLANTER TO MATCH EXISTING. 20 EXISTING CONCRETE STEPS TO REMAIN 21 EXISTING METAL RAILING TO REMAIN. G.C. TO FIELD VERIFY CONDITION. REPAIR / RE-PAINT AS NEEQED. 22 LINE OF ADJACENT UNIT 23 NEW EXHAUST FAN CQVER (BATH 2). PAINT TO MATCH WA � METAL DOWNSPOUT. PAINT TO MATCH WALL. 25 EXTERIOR WALL SCONCE. EXACT SPEC TO BE DETERMINED. GC TO PROVIDE ALLOWANCE. 26 ILLUMINATED ADDRESS BOX. FROV�DE PQWER. GC TO CONFIRM ALL EXTERIOR MATERIA� SPECIFICATIONS SUCN AS ROOf ING, DOORS AND WINDOWS, PAINT COLOR PER HO�iE OWNER ASSOCIATiON REQUiREMENT B£FORE dRDERiNG. �; € -m,,.,",.,.,,� 6" 1'-9" , ! �.,...._E�'. ; ;� A41 3 EQ. ' �'�� a _ \� ""�„"-� � � �: � � 'Y i:�s ;.§ s<# � ' C R £ I �p � s s � F i'' S ' k S y � M �'/ '�:::f q }::€ "I . .. . :' �:; k. -::'f,-: '`>I � EQ 11 11 21 13 10 � � ;t 5 ;25 � �1 . .:. :..: s. .,:..... .:.::.....:.... .:::.: . ;.:: .:: ---- :! ....� : . :.. ;. . ....._ . :: ,.., �::{ . .:. . � .: . . ..:.� . .::: a..: . :�� :. .': ." :.: .�. ' :�'�. /f 1 � I : . ., :. �1 � ', ` != . . . _. ; .. .. .: . :: ,.: ;,., ...,. . rt � , :.; .. ..;� ,; ;;. ... ,, ... .... .: : , �;� , ': . ... .:: , ,� .:.'.' .._ ..;.. .::; ,_ �:.. ,.; ,I , ; , ; "I __�-_�- , -.._--._ ..�_ _ _,._ ...:� ' �` � �r ---�L �.'"� f ' x �� g _.._.... ......__.._:_..._. : � ; .; ,..x I _ �� ,��_��__�� . 'i L � � � f."�. �t:'y.��I .:L� 5..,�.:. I 6 :6 � ic 2X6 WOOD �ECKING. PAINT �4" SPHERE SHALL FINISH. SLOF�E MIN. t/8"/FT NOT P:ASS THROUGH AWAY FROM�BUILDING FACE AT ANY LOCATION OF FOR DRAINA E. TYP. GUARDRAIL, TYP. NOTE: ALL EXPOSED W00� MEMBERS ARE ;.�....^: 2X12 1NOOD JO{ST WITH ....;. TO BE PRESSURE TREATE WOOD. SEE DECORATIVE TAIL END STRUCTURAL FOR FRAMlNG DETAILS. 4X4 WOOD COLUMN. PAINT FINISH ENLARGED BALCONY RAILING ELEVATION — SIDE 1/2" 6 ,f � u ;......_ . .., ;...__. r----I.:.--- ...; ......, � �. �: L�::::� --' ---' -'—' — ;; ; ---.:_......:::..-':,.._.......;:,__ - I 16 --:::--::::::::.. :::^- .:::.�...-�;.........::::-�:::_T-:::-:- ..... �JU�_��:.�J;:a,:� ; 2z �UU��-�. � �-.. ....fl �f�l�� 1�l�l�l�-� .� ��'� � ` 5 ' ...' I - ,. Ir � � � � � � i � l.: F.,,:.... t :` I ;: i - � :. � :: �.,:..,: . '�. . .... I I � � �:<<„ � ;>:�;�>::.�;;>;:>�z<:r>:A' � s:,;>:,;<,�;;€�,;;� .: �:k:rkiN�r3:.�: :::�';��:v'.'�::::::.:::.y:... ' `t'D::4::'>`''�?�'�'r;`:i43:�'. � _.<.._....._...�_°�:�. i ]`11;14 18 13 FRONT ELEVATION TO MATCH EXISTING t/4" 3 /�,_�\ >, �. TYP TOP � . .. , , �,RAIL O�FSET , ! � < . ,. . �\ -� . .1 -- - — -------- �� ` / i'-10" � EQ. EQ. EQ. � 1'-i0„ 1' 0' 3 EQ. � i 0 EQ. 10 EQ. 10 EQ. � 4 EQ. ;6" �� 4 _ 2X TOP RAIL '•; : :_ ; � �� ; PAINT FIhlISH� : � �! ^ � ; I . � � , i � � �'�-- i ! \ i i �i / � I ' I ; `Q I i I K1 I I I f �~ f � � �: � � .. _ ( _ __. __ __.. ___ _ 2X4 POST. AINT FINISH 2X OST. PLAINT FfNISH.— ' � 4" S HERE SHAL� NOT `.i' i� , : PA S THROUGH AT ANY �' ; : LOCA ION 0 GUARDRAIL, :��,i 'a L= ' _ TYP;. � �C�`�.,; NOTE ALL EXPOSED WOOD MEM ERS ARE TO 8E PRESSURE; TRE;4 ED WOOD. SEE STRUCTUR L FOR FRAMING DETAILS. ENLARGED BALCONY RAILING ELEVATION - FRONT 1/2" 5 �;'. k..<: 9❑ SIDE ELEVATION TQ MATCH EXISTING ;1/4"` 1 w � J �n' I d O .� 0 � 25�;1 1;� 13 ;t 9 REAR ELEVATION TO MATCH EXISTING ;1/4" ; 2 i 4� n 17; ,-,'"-_ ___ � ��t; �. � $ � i� � � � J ?J FRONT PORCH ELEVATION i 1/4"; 4 1 � �. 147 cas:ro street, ite 2 mountai� view . cp' 4�4? 988.8877 (:') 65 . 3.3310 ��.Le! in'o�stu� 2.ne: W � � � Q � Z � � � � � W � � � � � � � � tl� � o W a �^''`� Y � • � � � � � � � Vu � � � � � � � 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUED fOR PIAN CHECK �12.30.11 RESPONSE TO COMMENTS S��A RCH V`�'JaN Y r�/lF �'� S % �1 * C28457 * 07.31.20 i � �� tF Cf CP��F�� PROJECT NO.: 11-3910 EXTERIQR ELEVATIONS % �\ � / w o �� i Q2.� ,'\� , �' COPYRIGHT 2011 . STUDIO 02, inc. _ INTERIOR ELEVATION KEYNOTES �1 KITCHEN CABINET WITH WOOD CROWN MOULDING. CABINET SUPPLIER TO PROVIDE SHOP DRAWING TO ARCHITECT AND OWENR FOR REVIEW AND APPROVAL PRIOR TO FABRICATION �2 REFRIGERATOR ❑3 MIRCORAVE ❑4 SEE ELECTRICAL PLAN FOR EXACT OUTLET LOCATION AND REQUIREMENT �5 TILE OR STONE WAINSCOT. �6 ELECTRICAL RANGE AND OVEN ❑7 EXHAUST HOOD �8 KITCHEN FAUCET �9 STEP CEILING WITH CROWD MOULDING. SEE A1.5 10 DISHWASHER 11 TILE OR STONE BASE TO MATCH FLOOR 12 SHOWER HEAD AND TUB FAUCET SET 13 WALL MOUNTED SOAP STAND 14 BATH TUB 15 TEMPERED GLASS SHOWER SLIDING DOOR I 16 CLOTH BAR 17 WATER CLOSET BY TOTO t8 LAVATORY WITH STONE TOP CABINET (4" BACK SPLASH TO MATCH) WITH 4" LEDGER OVER TOILET 19 LAVATORY FAUCET 20 FULL WALL MIRROR 21 TILE OR STONE WALL TILE (45 DEG) 22 INTERIOR DOOR. SEE SCHEDULE ON A1.7 23 SHOWER HEAD SET 24 GLOSS PAINT FINISH (AT ALL WET AREA) 25 GRANITE KITCHEN COUNTERTOP 26 TOILET PAPER HOLDER 27 TUB ALCOVE. SILL SLOPES TO DRAIN. NOTE: 1. PROVIDE GARBAGE DISPOSAL AT KITCHEN SINK 2. GC TO CONFIRM UNDERCABINET LIGHT LOCATION AND TYPE WITH OWNER ,�,.�..,>m.,�,.,......,�,....,�..m_�...,�,�,..�., O /`� \� I�I J Ll Z a 10 � 0 O Z W C �J INTERIOR ELEVATIONS - KITCHEN 1/2" 1 � INTERIOR ELEVATIONS - BATH 1 1/2" 2 DIM. PT. M RHEAD CABINE, LAMINATED. FLUORESCENT OR LED LIGHTING FIXTURE �1 X3 WOOD STRIPE. LAMINATED TO MATCH CABINET GC TO CONFIRM WITH CLIENT ON UNDERCABINET LIGHT LOCATION. PROVIDE POWER ACCORDINGLY. TYP UNDERCABINET LIGHTING I 6" I 5 0 M 0 � N �� INTERIOR ELEVATIONS - BATH 2 1/2" 3 �j ALCOVE ^ � � � � , — ��., 1 i . / �F ^ C �U Q Z U � I . Z�p 3 � � g 2 p c.,v�,�0 1'-6„ 6, � q g'-5"� � 3'-3" 1'-3" j 1' 3" 2'-8" � I I � I � � ; �� \ I�1 � �'� � � diolU ;% 147 costro street, ite 2 moun#oin view c 4041 �988.8877 (f) 65Q9 3.3310 ) info@stuc� 2.net W � V � Q � Z � � � � W � � � VO � � L��I o � � O W a � � � O � O � � � lu� � � � SC� � � � � � 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK PROJECT NO.: 11-3910 INTERIOR ELEVATIONS � ; � �� , � �, % �� i . . �\ 'i�`.�� w O � . . i � - ' �� A2.2 --— � � ENLARGED PLAN - BATH 1 1" 4 COPYRIGHT 2011 . STUDIO 02, inc. cra ELECTRICAL LEGEND S SINGLE POLE SWITCH S THREE WAY SWITCH �cFi DUPLEX RECEPTACLE WITH � GROUND FAULT INTERRUPTOR DUPLEX RECEPTACLE �WP/GFI WATERPROOF RECEPTACLE W/ GFI �zoowP DEDICATED APPI.IANCE CIRCUIT D CATS DATA/TELEPHONE OUTLET TV D TELEVISION (2 CABLES) JQ JUNCTION BOX FOR GARAGE DOOR OPENER (IN CEILING) �D CARBON MONOXIDE/SMOKE DETECTOR. SEE ELECTRICAL NOTE #11 •\`-y, ,-'". �,, � �. OC � � � i. � � � � � . � � �. . �. � � � � � . � �� . �. � . . . . � . . . . . / 1. �. .. . i: � � ,. � O"-.'�. � � ' �TYPICAL� • \�. OUTLET . : � ------ �` ��O..RALED � i� �1 . : r t PARTITION AL5 t j t . WALL �J....._.-� �- � . , SD �. -�.r.-.-.��..�-�..�..�-.�-.�.-�.��..�-v..�.-.�-...-. t �T�: � MEZZANINE LEVEL IS FOR STORAGE ONLY. � THIS SPACE IS NON-HABITABLE. CRAWL SAPCE � ' � ; ; ; � ' � , �� `\ � i ��, � ' I NOTE: j _ . . ; � ` 1. GC TO CONFIRM UNDERCABINET i � � � -----.'�P ' ' LIGHT LOCATION AND TYPE WITH ; � ,\ �-� ��J ', � OWNER ; �' �.� I d ' i -w.-v�.�.-vv�-w.-�-v. ? / \ j. � • � 1 � 2. FOR AN ADJACENT ELECTRICAL ` r BQX IN A RATED PARTITION WALL, i � � � � REFER TO DETAIL #4 ON SHEET ' �� 3... � �� A1.5 `� � � � /,\( 1C 1 �� \\` ------''.i i L,� AL4 ) / �.� . � j ) � , ; � ��- ; E p�, o�. . . . 3. 3: 1' • ' G `. . . /��__ �.\\. . 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O �-- ��. �; � �� i �� ' • • ��. . � _� � . . . . . � .. ... , • � � . . ,� 1 . . . . I � � (� y �\ ; 1` t. 1 � � : "� � ��. 1 {.T \� i \ \ .... ., i .. . . � ; � I y .�, . , � � � . . f . . . ; ��., i i .,�P , �' i �. �� . �� ; ; �\ � � ' : � ; . . . � ------- '��---i Q. �S�"\ • . � . • �` /. ;� . i �.--_�� i � .. • � t: � ° \ ! , �� - ----- —�.�� ./ ;�\ � � ��z\�� \ �� 1 / ��: ' ; �+-^� .' � i'�� ' %/ i� —__ \ \ �� ,� 1 / \ �.� . Q. ��''� . ��\ j �� CEIItNG FAN �� 1 \ti /� .. �`� � � � � 1 � � �. � . � . . , � �q�... . , � , � �'_ � ... � � ' � � \ . . \( '. �C�EiLlNG LIGNT��/ �' '. �. � � ` . � 1 i � 1 _ .. � %� f 4 r . . I : . .., . . \ 1 t � --Q I . � 1 : . . •O O E�£N l. � � ��l / I � gp �/' \� � \�. ;. i l . i _ . . � .. . i � l ' � ' . I m . �3' �\ � . 4 � . '�l ~`� � �. ' �j.i' ' �\ i�/ \� �. I �, . , / � � � � � �� '� , - . . • . . d b. .,� . � ��.,__�� I � �. � . . . �i �� . �� . � ., � �� , �` �� - . _ . � � . � � ' . ' �. �....•. � . , .. .. .. • ..�._:__�..7;.. ,',.. . .. � i ':.:.. . , , ,.. . . I ,.....,...,.. •. '...' ,.' . ..:..` . . i � • ,. . `, i i � "I ` r': .--�.-vti-vv..--�--v�--�-�.�.--�-�.1-�vw�.-v�.-�v..--v-�.�.-�.-v-�� i »j PROPOSEQ LIGHTING AND POWER CEILING PLAN — GARAGE ;3/8 ; 3 i PROPOSED LIGHTING AND POWER PLAN — GROUND FLOOR ;3/8 : 2 ' � PROPOSED LIGHTING AND POWER PLAN — MEZZANINE ;3/8 � 1 ; t,...._.ti,,...... �„_.... ",_,._ti,.,._ ELECTRICAL NOTES 7. ALL LIGHT FIXTURES TO BE CENTERED AT ROOM, DOOR WAY, 10. GENERAL KITCHEN LIGNTING SHALL BE FLUORESCENT 14. EACN TV CONNECTION SHOULD BE 2 CABLES, ONE PHONE, AND HAILWAY, DROP CEILINGS U.N.O. G.C. TO VERIFY WITH ARCHITECT AND OPERATED FROM A SWITCN AT THE KITCHEN ENTRY. CAT5 CABLE NETWORK (PER OWNER). 1. ALL RECESSED FIXTURES IN CEILINGS THAT ARE FOR DISCREPENCIES. RE4UIRED TO BE 1NSULATED MUST BE IC TYPE. 8. PROVIDE TWO 20-AMP SMALL APPLIANCE BRANCH CIRCUlTS. ��• PROVIDE CARBON MONOXIDE/SMOKE DETECTORS IN ALL 15. ALL AIR DUCTS PENETRATING SEPARATION WALL OR CEILING BETWEEN GARAGE AND LIVING AREA SHALL 2. NEW ELECTRIC SUBPANEL SHALL COMPLY WITH NEC pROVIDE SEPARATE CIRCUITS FOR THE GARBAGE DISPOSAL AND SLEEPING ROOMS AND ADJACENT HALLWAYS, MULTI-LEVELS, gE 26GA. MINIMUM. ARTICLE 240-24. AND BASEMENTS. SMOKE DETECTORS IN ADDITIONS/NEW 3. PROVIDE UL LISTED FIXTURES IN DAMP LOCATIONS. THE DISHWASHER. CONSTRUCTION ARE TO BE 110 VOLTS WITH A BATTERY 16. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MIN. OF 3'-0" FROM ANY OPENINGS INTO. 4. ALL SWITCHES TO BE WHITE COLOR DECORA FLAT 9. ALL COUNTER RECEPTACLES SHALL BE GFCI PROTECTED AND BACK UP AND INTERCONNECTED. THE BUILDING (INCLUDING WINDOW, DOOR, SKYLIGHT, OR ATTIC VENT OPENINGS). BUTTON. LOCATED SO THAT NO POINT IS MORE THAN 24-INCHES FROM A y 2 PROVIDE ARC-FAULT CIRCUIT IN ALL BEDROOMS. 5. ALL OUTLET TO BE WHITE COLOR SET AT 12" A.f.F. RECEPTACLE OUTLET. COUNTER 70P AREAS WiTH A MINIMUM 17. ALL OUTDOOR BACKYARD LIGHTING INSTRUMENT(S) SHALL NOT FLOOD ONTO THE REAR AND SIDE MAX. DIMENSION OF 12" IN WIDTH SHALL BE PROVIDED WITH A 13. PROVIDE ONE DEDICAiED 20-AMP CIRCUIT TO SERVE PROPERTIES 6. ALL ELEC. OUTLETS ARE TO BE 12'-Q" APART MAX. RECEPTACLE. ISLANDS/ PENINSULAS SNALL HAVE RECEPTACLES ALL RESTROOMS. AT EACH END. 18. ALL EXTERIOR LIGHTS ARE TO BE CONTROLLED BY A MOTION SENSOR WITH INTERGRAL PHOTO CONTROL. udiolL 147 castro street, '�ite 2 mountoin view . cp 404': 986.8877 (�) 65 3.3310 ��! in�o�stu� 2.net W � � � Q � � � � � O W �u � � V� � � � G � � O W a � � � O D[ O � � � Iu� � V� � \JV Il )1 � � �i � � � 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK �12.30.11 RESPONSE TO COMMENTS ?`'��A RCh'i V�J�NY t� lF n yF yC28457� * 07.31.201 �� TlF pf�A��F�� PROJECT NO.: 11-3910 LIGHTING AND ELECTRICAL PLAN i W �� i ,� /, ; A2.5 i i COPYRIGHT 2011 . STUDIO 02, inc. ❑ CRAWL SPACE i----------- __.... __I I � ----- I� I / -� � / ___ ° , : ,..__ I,. _._...___..::...' ....__......__.. II � I� ____ l �_ � �----- � -------------- — ----- � ----------- -- ------ ---- � I � EXPOSED CONCRETE FLOOR �i WITH CLEAR SEALANT � � � � � � � n � U � - ---- � -------------- � I � i i � _ _ i i i i �--- -------------� _ _ _ _ _. � 2 1 A2.1 A3.1 A3.1 PROPOSED GARAGE PLAN 1/4" 2 u+ry�e111-MNm�e�a4+n[OJmMwviV�fD�1e9WY 1DlY�Y�d! _ _ _ _ NOTE: KITCHEN TILE TO MATCH ' ORIGINAL MARBLE TILES. , , BATHROOM SHOWER TILES TO ', MATCH FLOOR TILES , I i i � � � i , ' ' ' ❑ I , � � _ r--_-_... � ,' � � � '!' I I �- ��h � �'�. � � � �� ERA;M}��T�LE ;� I �- / I �� ', �'� , � X . I i I �, i i ,.:- - ..._.__ . ..,,-_ 4� � � ___ _ _........_... �� atE � �� e 2 1 A2.1 A3.1 A3.1 PROPOSED GROUND FLOOR PLAN 1/4" 2 _ _._ e 2 1 A2.1 A3.1 A3.1 PROPOSED MEZZANINE PLAN 1/4" 1 udio 0 147 castro street, ite 2 mountain view . c 4041 �988.8877 (f) 65 . 3.3310 ) infoC4�stu i 2.net W � � � Q � Z � � � ° W � � � Vnn�jj � � luul o � � O W a � 0 l�`� lu� � O � � l�� V�� Vu � � O � � 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK PROJECT NO.: 11-3910 INTERIOR FINISHES PLAN ,� �'� �'Z A2.6 COPYRIGHT 2011 . STUDIO 02, inc. BUILDING SECTION KEYNOTES �� NEW ROOF FRAMING PER STRUCTURAL. SEE 3/A1.4 '� ROOF INSUlATION PER T-24 '3 COMPOSITION SHINGLE TILE ":� OGEE GUTTER . PAINTED � WOOD BALCONY AND RAILING �� DOUBLE PANE WINDOW. SEE 6/A4.2 I� NEW SKYLIGHT '��8 MEZZANINE RAILING TO MATCH SPIRAL STAIR � MEZZANINE STORAGE (ONLY, NOT HABITABLE) 1 10 INTERIOR DOOR. SEE DOOR SCHEDULE AND DETAIL 4/A4.2 11 BATH 1. SEE ENLARGED PLAN. PROVIDE DUCTLESS EXHAUST FAN BY NUTONE — 682NT AT THIS LOCATION I12 NEW SOLARTUBE. SEE DETAIL 13 KITCHEN. SEE ENLARGED PLAN ;14 LIVING ROOM. SEE ENIARGED PLAN ;15 WOOD FENCING. STAINED FINiSH. ;16 MOTORiZED SECTION METAL GARAGE DOOR. WHITE FINISH �17 WATER HEATER. SEE T-24 FQR SPEC ;18 CRAWL SPACE �19 CONCRETE SLAB—ON—GRADE AT GARAGE PER STRUCTURAL. SLOPE MIN 2% TO DRAIN. `20 INTERIOR PARTION. SEE DETAIL. !21 EXTERIOR WALL. SEE DETAIL. � CONCRETE FOUNTAIN PER STRUCTURAL. � FL�OR FRAMING PER STRUCTURAL. � PROVIDE FIRE SEPERATION WITH TYPE �X' GYP BOARD AT GARAGE CEILING AND WALL (GARAGE SIDE) AS FOLLOW: 1.The private garage sh�l.l be separated fmm the dwaff- ing unit and its uttic:area by meAns af a n�inin�um '!.-u�ch {12.7 nun) gypsuni board ��liesi to the garage side.Garages beneath habitabl�nx�ms shall bc �arated from all habitable roc�7��.s sEwvr by not less th�n a�/�-inch{IS.9 mm)Type X gypsum bo:ird ar cquivalent.Duor openings between a private garagc and the dwr.11in�q unit shali he equi�ped with cither sotid woai doors or su3id or ho;►�wcaEn�i:ore ste�l daors not less than 1'lS inches(34.9 mm�thirk,or daars in compliance with Sxtion 7IS.�i.3.Openin�s fram a pcivare garage directly into a rcwra usr.d for rlezping pur�x>st:s rhall nc�1.bc:permitted.Dcx�rs shall be self-closi��g an�i seii-latching. 2. t)uct�in a private garage and ducts pcn�traring the waiis or ceilings sepsracia��he dw�lling unit from th� garage shail t�c constructed of a minimum{}.()19-inch (0.48 mm}sheet steei and sha11 have no�penings into [�IC�i3C'd�*�. ;25 SPRIAL STAIR. SEE ENLARGED PLAN. � OPENING WITN SHOJI SCREEN DOOR. SEE DOOR SCHEDULE. �2� 5" WOOD DECORATIVE BASE MOLD{NG TO MATCH EXISTING. PAlNTED WHITE. SUPPLIER: ARCHITECTURA�DEPOT.COM MODEL: VICTORIA BASE MDF-029A 9/16 X 5—f/4 � WOOD DECORATIVE CROWN MOLDING TO MATCH EXISTING. TYP AT ALL FLAT CEILING. PAINTED WHITE. SUPPLIER: ARCHITECTURALDEPOT.COM MODEL: PEDIMENT CROWN MDF-607A 1-1/4 X 1-1/2 j29 CLOSET OPENING WITH MIRROR SLIDING DOOR. SEE DOOR SCHEDULE � PROVIDE BLOCKING AT THIS WALL FOR FUTURE TV MOUNTING Wt J O 0 � 0 m W N 0 � � m I 12 �6 , @ , � � �� 13 ;12 20 3�0 it 5 ' 12 ��4 ' ' � � r�,��: � $ . .�,� ...r�,f / � /�`: , f'18l�:. �'� �'.k•. •.ea• .I ;- :►.�1fD. 1 ' � , ; ;:. - . , � Z P '�-ti WI ', ��i«,��i,'. `s� :� � � a , , a �. , , � , , � �, :... .. ,.._ ...,.o� ;� �, . _._ .._....,..... ri: � `L___',_'__J, - � �. m �� . i�.�'�, '�.. I ,�. �i . �.�. � m:' --- �� - � . ......,. ....� . .... f.� . .. ; .' ... . �. : . . ��.:� , :.:.... f: .... .... _ .. ; : ;. ; ....................... . � —.-.--..� , � � �'N�.. � 'i�, �' �pf . ::: , , � • • -: � _ , _ , ...,. r � . .. ��.. , .: .�� F , ,: ,I ' � .. • , , ;' � ._:.;.... , � �18 11 10� 29 ;27 23; ;29 BUILDING SECTION ;1/4" j 1 � - - � ��: � ' �� .. . , ' ' , _.. _..... _.... _ � � � � BUILDING SECTION !1/4"; 2 � O 147 cas:ro street, '�ite 2 mountoin view . c9 404': 988.8677 (f) 65Q' 3.3310 �e; in'o�stu� 2.net W � � � Q � � � � � � �`-�J � W � � � V� � � � .� � � O W � � � � O � o � � � lu� � °?r a � � � �° � � 11.08.11 ISSUED FOR SCHEIAATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK �12.30.11 RESPONSE TO COMMENTS aS�p A RCy/ V�J�N� j� T� n v SC28457� �� *07.31.201 * e ?lF CF�P��F��2 PROJECT NO.: 11-3910 BUILDING SECTIONS I t �W o � ' A3.1 `�� ; ; � i COPYRIGHT 2011 . STUDIO 02, inc. NOTE ATTACH A SILL STRIP PF ASPHALT- SATURATED ROOFiNG FELT PAPER AT LEAST 9" WIDE WITH 7HE TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND TNIS SILL STRIP AT �EAST 8" BEYOND THE EDGE OF THE ROUGH OPENING FOR WINDOW. ATTACH FELT WITH GAL- VINIZED ROOFING NAILS OR RUST RESISTANT STAPLES AFTER SILL STRIP IS IN PLACE, ATTACH JAA18 STRIPS� SIDE OF OPENING) AT LEAST 9 WIDE WITH INSIDE EDGE OF FELT EVEN WITH EDGE OF WINDOW OPENING. START JAMB STRIPS 1" BELOW THE SILL STRIP AND EXTEN JAMB STRIPS 4" ABOVE THE LOWER EDGE Of THE LINTEL( TOP OF WINDOW OPENING) APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH OPENING, WITH FLANGES OVER THE INSTALLED FLASHING STRIPS. AFTER WINDOW IS PLACED, INSTALL THE HEAD FLASHING OVER THE WINDOW FLANGE. THIS IS ANOTHER STRIP OF FELT AT LEAST STARTING AT THE OTTOM OF THE WALL SOLE PLATE, LAY WATER- RESIST NT PAPER NDER THE SILL STRIP. CUT ANY EXCESS WATER RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE QN EACH �S�R M THC OP�GpCSH�SHOWN IN $� S WATE�RE�IS AN.,PAPER��„��TC.) NOTES: SECTION 7402.2, UNIFORM BUILDING CODE, CALLS FOR FLASHING OF ALL EXTERIOR OPENINGS EXPOSED TO WEATHER TO MAKE THEM WEATHERPROOF. SINCE UBC DOES NOT OUTLINE PROCEDURES FOR WINDOW FLOASHING , TECHNIQUES SHOWN HERE ARE RECOMENDED. USE 15 LB. ASPHALT-SATURATEO FELT WHENEVER POSSIBLE FOR FLASHIGH MATERIAL. CAULKBACK OF WINDOW FLANGES BEfORE SETTING. USE WINDOWS THAT ARE WATERTIGHT. LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT BLDG. PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING TO INDUSTRY STANDARDS & PRACTICE. NO ATTACHMENT DEVICES NOR THE WIRE BACKING SHOULD COVER OR PENETRATE FLASHING MATERIAL. PERIPHERAL FLASHING AT ALL EDGES OF OPENINGS MUST COVER WIRE BACKING. BLDG. PAPER&FLASHING SEQUENCE@WIN. NTS 13 O ¢ RESIUENT HARDWOOD EDGE STRIP HARDWOOD � CENTERLINE Of DOOR OR DIM PT. O CARPET CARPET EDGE STRIP RESILIENT FLOORING OO � CARPET CERAMIC TILE O � RESILIENT FLOORING D TAPERED EDGE STRIP RESIUENT FLOORING OF DIFFERENT THICKNESS FLOOR FINISH TRANSITION I 3" I 14 ,�...�,�._._....,.�,�,....�..m_,..o,�,.�,.��., HALLMARK CERTIFICATION #426 SEE DTL A1.4 FOR TYP ROOF ASSEMBLY ROOF INSULATION PER T-24 CALS PROVIDE VAPOR BARRIER WOOD BASEBOARD, TYP. FLOOR DECKING SEE STRUCTURAL DWGS. FLOOR JOISTS, SEE STRUCTURAL DWGS.— asien skylight to curb � '' with furnished screws j ��,/� I BASIS OF DESIGN: VELUX VCM Electric �, Underlayment I Venting Skylight 1/8"thick/pane Note 1 & 3 � VELUX ECL PROVIDE PROTECTIVE SCREEN—� �Head Flashing � PER CBC SECTION 2409.3 Wood curb, 4" High min �+ � �I� �/ .� � VELUX ECL Sill Flashin � \ \ \ � FOR TYPICAL NOTES 26 GA. GALVANIZED METAL WEEP SCREED AT CEMENT PLASTER fINISH (TYPICAL) � \ "� � �L �\ �: \ A . \ J i��\ � � �' � � ``` �Headers or blocking as required per code(s) — /FOR TYP. NOTES �� 4" METAL DOWNSPOUT PAINT TO MATCH WALL STRAP DOWNSPOUT TO WALL AT 8'-0"O.C. SEE PUN ''��__: j SLOPE � � � �i< . _==��^,-• - - -� -� � " ~ FINISH GRADEJ z _ � _^3u � _ � ,� � � r. cD ��-` ` � FOOTING EXPANSION JOINT AT HARDSCAPE PAVING SEE STRUC. DWGS FOR DETAILS. SEE PUN �,; � ` PRE-FAB SPLASH BLOCK �, TYP CONCRETE FOOTING DETAIL 1" 1 1 EXTERIOR WALL @ DOWNSPOUT/SPLASH 3" 4 (E) ADJACENT I, II DEMISING WALL � I I �� I I I I; � �I I PAINT GYP FINISH. � I I �� il I SEE NOTE 24 ON I�� I I A3.1 FOR RATING � I I� �`I I REQUIREMENT IN I I �-� �I I GARAGE � I l i �I I I T<�I I �i�� i i 1 PROJECT SIDE I li� ,�I I ADJACENT (E) PROPERTY LINE �� UNIT PLYWOOD SHEATING I I I��_! �I I WHERE OCCURS. SEE I li �I I STRUCTURAL � N�TE: ��<�I I �FER�0�STRI�fi�RAL PROVIDE 3" SOUND ��,T�itS,FOR PI�F�TY WALL ATTENUATION � � ��NNECT1fl�J�4T� � BLACKET IN ALL FC�UNDATI4N, F110i0R AND CAVITIES ALONG � I �b�_� �I I PARTY WALL, TYP. I I i �� I I I I� �`�<�I I EXISTING 2° � I I��_�� I I SEPARATION. SEE STRUCTURAL FOR �` I li� ��, �i i PROPOSED SEPARATION . I y _� I I EXISTING PARTY WALL 3" 12 EXTERIOR :AL NOTES iwc�n��.vrcncn ocnv TYPICAL ALL OUTSIDE EXTERIOR WALL, EXTERIOR CORNERS 3" 5 VELUX ECL Head Flashins placed between underlayment finish material I , , i�—� 1. Underlayment to be folded up against all sides of curb. 3. Wrap curb in underlayment. VELUX recommends use of VELUX type ZOZ underlayment in areas with severe weather conditions. TYP SKYLIGHT DETAIL 3" 1 HARDSCAPE PAVING METAL WEEP SCREED AT CEMENT PLASTER FINISH �; FOR TYPICA�NOTES SEAIANT AND BACKER ROD SLOPE � AT HARDSCAPE PAVING z � z a �a CONC.SIAB. ON GRADE ' � `t� a �FOUNDATION. SEE STRUCT. DWGS. � x , ' EXPANSION JOINT � �'y � AT HARDSCAPE PAVING � FINISH SOFTSCAPE GRADE " " (SHOWN DASHED) REfER TO � a LANDSCAPE DRAWINGS EXTERIOR WALL AT GRADE 3" 2 � ' � , � �� _.� BATT INSULATION PER T24 � METAL CORNER BEAD-TYPICAL �� AT ALL INSIDE CORNERS % ' 7/S " CEMENT PLASTER \ ) ASSEI�BLY. 3 COAT SYSTEA�, PAINTED \� , BUILDING PAPER, 2 LAYERS, GRADE D � VAPOR BARRIER EXTERIOR PLYWOOD SHEATHING PLYWOOD SHEATHING, S.S.D. 5/8" GYP, PAINTED INTER�OR EXTERIOR EXTERIOR WALL, INTERIOR CORNERS 3" 3 ■ O / d�o , 147 castro street, ite 2 mountain view . c 4041 �988.8877 (f) 65 . 3.3310 ) infoC➢stu i 2.net W � � � Q � Z � �' � ° W � � 0 �(�nj� � — luul o � � O W a � � � O � O � � � a � Vu � � � � O � � 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK PROJECT NO.: 1 1-3910 DETAILS � � � � Z �� A4.1 �� COPYRIGHT 2011 . STUDIO 02, inc. N Z � SLOPE �y � 40 MIL ELASTOMERIC FUSHING SYSTEM OPENING HEIGHT SEE WALL SECTIONS 2X SHAPEO SILL 7/8 " CEAIENT PUSTER ASSEMBLY SEE 3/A4.1 FOR TYP NOTES BALCONY SIDE FOR TYPICAL NOTES WOOD FRAA�ING PER ~ STRUCTURAL DWG'S. HOLLOW METAL DOOR FRAME BALCONY WALL TOP 1-1/2" 1 1 �DOOR SCHEDULE T�N PI��t 1��Ur� 1i4"d:a.z 3" wocd ac4 gypsum v.�E•bcard _ �, lag screw,, EI .----M-L.,�. ._�� xm 5•�,s�'�. '� -�2'�IF— ' mx,. �\ ��'�F'��a��, ,r�` mm,. � '�k�"<E� "fl: '�"^. �` F:,, =:ra:��<... 1�t..d x�.. ,y,\ :�'��' ";� �/ `la�screw , . .. . ;�,,��jS i ; {<�gs::: .:.;��<f�z � __waczt neate• `�,- •" �e#;�£;�f:Y�%, u•�.a�'.'�x°�� . /�::�.S \ `::s>kr,>:'>�?� /� _'�'��.3.:..<�:�'� �� ,;.:, ; � plumbers � � 3l4"x 24 cauce pefiorated fa�C steei pfumberstape� Jayout (2 pieces) .:..:..<:.;::._. ..••-:::.:.,. ::•:.:�..; :•..::.:::::..::.:::..� cer:terline of ;` �_-� ;, '��- '�`- �� ,�^ r.,., �� ,m lao screw and 2r4._...... , $_�:f�u�. --- 1. � � � . � �. ,;_ ._ i� `,,—y=c.�—,� +W '� } gypsum�nallboarc ,``. , 'i �=-�-i� ��;�I �� `-��nrood ac4 ledger ' �� '-1/4"x's"d�a.:ag � '•� saew x�th washer � � •,�.,d�"x?4 ga�ge �' plumbers tape IEqusl Ecusl N—iV---► ,��_,,' . : , , 1`, `,� 'j -vroo�stud �, , T 9YPsum wa!i�oard ; (dryvrall) 1/4"x S"fac scravy ; washer wvod ac4 ledger PAN FLASHING— FLOOR FlNISH PER PLAN_ PEIACO 216FG PEUCO 165 0/SEALANT SLAB ON GRADE FOUNDA SEALANT DOOR SCHEDULE KlD JqST,S.S.D.— )OR FINISH PER PLAN. MCO 216FG IACO 165 0/SEAIANT �TERPROOF ME�IBRANE, MITINUOUS UNDER RESHOLD 4'MIN. LAYERS BLDG.PAPER- M FOR TYPICAL NOTES —� : I �I �z. ; WOOD FRAMIING PER STRUCTURAL DWG'S. HOLLOW METAL DOOR FRA�IE � PEMCO PK55 4 GA.GSM FLASHING AT HEAD CONDITION) SEALANT A�ETAL PLASTER STOP �6. '1/2�� _____ , ' g" PAN FLASHING ISOMETRIC,NTS �, - � C� I �,�.��„�..�,,..�.�„�. �� ° LANDING AIATERIAL li) a a u II II I � u NOTE: It. GC TO VERIFY 1/2'AIAX.CHANGE IN ELEVATION TO LANDING.PROMDE 36'MIN. �� LANDING IN DIRECTION OF TRAVEL IF CHANGE IN ELEVAlION EXCEEDS 1/2'. DOOR HEAD/SILL @ EXTERIOR PATIO 3" 8 DOOR HEAD/SILL @ EXTERIOR BALCONY 3" NOTE: EXTERIOR INTERIOR FIBER—CEMENT, FIBER—MAT REINFORCED CEMENT, GLASS MAT GYPSUM EXTERIOR FINISH i ��oR� 5/a" GP BD,TYP. BACKERS OR FIBER REINFORCED GYPSUM BACKERS IN COMPLIANCE WITH ' I i ASTM C 1288, C 1325, C 1178 OR C 1278, RESPECTIVELY, AND �V I Ij INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER �n�'' AREAS AND WALL PANELS IN SHOWER AREAS. PROVIDE BLOCKING MTL. WINDOW HIU AND INSULATION AS REQ. -.. :_.�.. �.:.�..,...�.�.. :_.�.:-:.:..�..:., . :_.,. �.:.�..-....-.�.. :_.-.. - HN ALUMINUM WINDOW UNIT (N) EXTERIOR WOOD TRIM. PAINTED. SEE 3/A4.1 FOR TYP EXTERIOR NOTE- SEE STRUCTURAL FOR- NAILING SCHEDULE CONCRETE STOOP (SEE STRUCT.) FLOOR JOIST PER HARDSCAPE STRUCTURAL PLAN �TYPICAL, U.N.O. SEALANT— 11" I�� , \ ' • •}. � in ,. . . �^ ` 2X RIM JOIST � _. . �E SILL PLATE ' T U .CONC. WALL . a COMPACT GRAVEL II'_ � EXPANSION JOINT '• ".� NOTE: BARS (SEE STRUCTURAL) � N 1. ALL NAILS EXPOSED TO WEATHER , w SHALL BE GALVANIZED. •° ''' i CONT. BARS (SEE STRUC.) �EE�Uq. -�---fi- EXTERIOR CONCRETE STEP DETAIL 1" 1 , ��-3� 1'-0" 3/4" MDF SHELF PRIMED AND 6'-0" PAINTED TO MATCH INT. WALL A.F.F. 1" WOOD POLE — FASTEN TO BRACKET W/ 1/8" 0 ROUNDHEAD SCREW METAL BRACKET. PAINTED WHITE PROVIDE BACKING PLATE FACE OF PARTITION. SEE PLAN. 5 CLOSET SHELVING 1-1/2" 2 EXTERIOR SEALANT AND BACKER ROD ALL AROUND EXTEND SILL HORN TO EDGE OF TRIM TYP. FOR TYPICAL NOTE$ (N) WOOD TRIM. PAINTED. 3 SHIM AS REQUIRED 4.'� ALUMINUM WINDOW UNIT� SEE WINDOW SCHEDULE i � / \I I i ALUTAINUM WINDOW UNIT y -- —..— — - _- � �U INTERIOR WOOD SILL 1 XTRIM CERAMIC TILE EASE EOGES SEALANT AND BACKER WATERPROOF BOARDING Ro� ALL AROUND i1!; _ri; SEE NOTE ABOVE. 'I ��i MORTAR SET �� FOR TYP�CAL NOTES 1�2" fRAMELESS �- I!�� 3 GLASS TEMPERED SHOWER SIDE BATHROOM SIDE 4.� BULL—NOSE END CERAMIC TILE 3" 9 WINDOW HEAD/SILL AT 1 ST FL WINDOW 3" 6 NOTE: FIBER—CEMENT, FIBER—MAT REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS OR FIBER REINFORCED GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178 OR C 1278, RESPECTIVELY, AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS r-------� SHALL BE USED AS BACKERS FOR WALI TILE IN TUB AND SHOWER I — I AREAS AND WALL PANELS IN SHOWER AREAS. � � WOOD FRAMING AND SHEATHING WOOD TRIM,. I I REFER TO STRUCT. DWGS. PAINTED I I SHOWER SIDE �., BATHROOM SIDE I I I I RECESSED LIGHT FIXTURE �" CUSTOM BUILT SHOWER I I ` W/ 72" TALL TEMPERED �---- --� FOR SOFFIT HEIGHT � GLASS DOOR ENCLOSURE �� SEE ELEVATIONS �"; T I L E F I N I S H T O E X T E N D �---- —_—� _—______—_—_ PER THE DIVISION OF THE STATE ARCHITECT, WATER HEATER WITH A - \ MIN. 6' ABOVE FLOOR UP TILE FINISH TO EXTEND I �:�� WALL SURFACES. THIN SET MIN. 6' ABOVE FLOOR CAPACITY OF 52 GALLONS OR LESS AND MAY ALSO BE UTILIZED FOR � I '' MORTAR SET WATER HEATER WITH A CAPCITY OF UP TO 75 GALLONS, PROVIDED AN iO � � 5/8" GYP. BD., TYP. PLYWOOD FLOOR ADDITIONAL (THIRD) SET OF BRACING STRAPS IS PROVIDED AT I WATERPROOF BOARDING SHEATHING MID—HEIGHT OF THE WATER HEATER. EARTHQUAKE BRACING DETAILS I ALL AROUND, TYP ALL WET � FOR WATER HEATERS WITH A CAPACITY GREATER THAN 75 GALLONS AREAS. SEE NOTE ABOVE. SHOULD BE APPROVED BY THE LOCAL BUILDING DEPARRTMENT PERIOR FLOOR FRMG. SEE STRUC. TO INSTALLATION. WATER HEATING IS TO BE MOUNTED ON A PLATFORM OF MIN. 18" HIGH OFF THE SLAB. 1 X 6 WOOD TRIM-—J PAINTED WHITE EXTEND INTERIOR SILL TO OF TRIM TYP. INT RI R WINDOW JAMB, TYP. 3" 3 ROOM SIDE 5/8" GP BD, TYP. PLYWOOD SHEATHING PER STRUCTURAL DWGS. SHIM SPACE DOOR FRAME. PAINTED SEE DOOR SCHEDULE SEISMIC STRAP @ WATER HEATER NTS 12 SHOWER DOOR SILL DETAIL 3" I 10 ,�,,,..��.,..w......�,�..,.,�.m_�..o��.�..�� W 0 0 0 D O O R. S E E D O O R S C H E D U L E THRESHOLD OPTIONAL, ALLOW SPACE FOR FINISH FLOORING SUCH AS CARPET RECESSED LIGHT DETAIL ( 3" � 7 � INTERIOR DOOR HEAD/SILL TYP. � 3" � 4 udio � 147 castro street, ite 2 mountain view . c 4041 988.8877 (f) 65CY. 3.3310 �Q) infoC�stu� 2.net W � V � Q � Z � G� � ° W � °� � Vnn�jj � � Luul o � � � W a � 0 � � � O — � a � �^n � l�V � � O � � 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK PROJECT NO.: 11-3910 DETAILS � . � z A4.2 � / COPYRIGHT 2011 . STUDIO 02, inc. _ STAIR CLEAR OPENING = 5'-2" �� L STAIR DIAMETER = 5'-0" � '1'_7n 'J'_7' 6 � 5 � 7� � �j� � 4 rn � - - � 2>��B 1'-0" 1 7/16" 2 � ( �STAIN WOOD TREAD � FINISH, TYP. �:,� 9,�; SPRIAL STAIR PLAN - LIVING ROOM LEVEL 1" 6 STAIR CLEAR OPENING = 5'-2° %� '% �" STAIR DIAMETER = 5'-0" �� 2'-7" 2'-7" %i� I ,. ; 3' L �� i�l�I�'�i,/�i/;'; N ^ i i - in � N \ u '� c� '- Z Z w _ � - - 0 , ,,,,,,,,,/%j� �j /�� i, � ��i/ii//�/i%/'�,�/i';; � 8��\\\ �� ,� "\� � � � 10 � / � i 0 � n° � 1 7�16" U � � ^ o Q I i� ~ N � � N � � � � N �2;� ;i° 13� � - -- - - 4 ;,� ,I� �� I 1/2"0 ANCHOR BOLTS� ( TO SUIT OPENING 11 16" 2" / CONSTRUCTION BY G.C. (2) 5/16" X 3/4" FLAT HEAD MACHINE SCREW 1 5/16" O.D STL PIPE RAIL (STD � 36" HIGH) 1 5/8" O.D STL PIPE RAIL (STD � 42" HIGH) � � J J Q z o o � � a a O � tD N i � ;,, + � N a � �_ � �� N� (1) 1/4" X 1/2" FLAT � HEAD MACHINE SCREW � � �� 0 w o� j�. Qo � � 5 � ^a + ��a II N_ O ��rn � �o0 0 O ��a \ �` �` � � o�� _ � ww� � 0]S J � �w� m � Z N= Z �� ° � � Q � ° � � �� % �, BALUSTER SECURED wITH� �� // PAD & 3�4" NUT / "� /� OR "FLOAT" IN TREAD. � ;/ �//i� ��,; � ��%' / /��, SPIRAL RAIL � �,/��i� (1 5�1 6" OD STD� � j/�% j /, � - >�i//' A ',�/ /, 1/4" x 3/4"� �/�,� FLAT H EAD 3„,/� j MACHINE SCREW �, ,�� 3�4"0 STL BAR BALUSTER� %i/�%/'/, MILLED TO EXACT PITCH SPRIAL STAIR PLAN - MEZZANINE LEVEL I �� I � TRIM PIECE TO COVER CENTERPOLE STD 5/8" DIA STL BAR PICKETS �ON 1" X 1/2" STL CHANNEL STAIN WOOD CAP FINISH TO MTACH TREAD BLACK WROUGHT IRON RAILING �o Jl. 9 3" SCH40 STL PIPE CENTERPOLE � �(3 1/2" OD) 3 1/2" SCH40 � STL PIPE HUB 61 � �(4" pp) /� I 3/8" X 5/16" 5 SEf SCREWS a I 3 FIELD DRILL CENTERPOLE �THRU �14(.182) HOLE IN HUB & INSTALL 3/16" X 3/4" 2 GROOVE PIN � 10"0 X 3/8'THK BASE PLATE PLUG WELDED TO CENTERPOLE �(3) 9/16"0 HOLE ON 7 1/4b BOLT CIRCLE FOR 1/2's BOLTS BY OTHERS SPIRAL STAIR BY DUVINAGE CORPORATION OR EQ i� �� i1.�5" TO ,2�� 1 � � \\ i � GUARDRAIL HANDGRIP SECTION � � i N.T.S. � i \ `---I i � � � STAINLESS STEEL TUBE POST AT START OF RAILING 1/2" GYP. BD. (TYP.) 2X STRINGER � I �SEE I STRUCT RIDWGS.) (SEE STRUCT. DWGS.) ' � �I � I BLOCKING BEHIND I WALL FINISH '� INTERMEDIATE i i . 2X SPACER NAILED � � � CARRIAGE TO STUDS I� � � �E) 2X STUD WALL ' ' SEE STRUCT. DWGS.) CARRIAGE NAILED ' ' TO SPACER (TYP.) ' 5/8" TYPE 'X' FIRE-RATED ', GYP. BD. UNDER STAIRS (TYPICAL U.N.O.) 2 STAIR CROSS SECTION & ENCLOSED SPACE UNDER STAIRS 1-1/2" 1 TAPERED FLANGE DOWN FRONT & REAR °I -�- ��- � -� �� \�� rn_ I I � I Aspiral stairwuy shall ha��a 7'!;-inch{19I mn�}niinirz�um clear tread cic;pth at a pc�int i.2 inche.�3�5 mm)from the nar- row edge,T'he cisers shali t,e.sufficient tc�pr<�vide a headr��m of�8 inches�1981�n�n)mit�ixnu��,but riser l�eight shail nat he more th�n 9'1�inct►es(2�1 mm).The minimum star.rwc�y ciear width ac a.nd t�l<�w tl�e hnndruil shsU ix 26 inche�(660 Rlttl}. \ FUTURE INTERIOR FINISH 7 10" MIN. 2X STRINGER (SEE STRUCT. DWGS.) (TYP.) 2" WIDE CONTRASTING BAND OF CARPET - ----i PLACED PARALLEL �& NOT MORE THAN �n X W a 1" FROM THE NOSE n Q N � � n�� -----_-i 1" MIN. �r � ��i----- - CARRIAGE NAILED_��\� TO SPACER J (TYPICAL U.N.O.) 5/8" TYPE 'X' FIRE-RATED GYP. BD. UNDER STAIRS (TYPICAL U.N.O.) ENL_ARGE MEZZANINE STAIR ELEVATION 3/4" 4 TREAD & RISER DETAIL 1-1�2�� 2 ��, ��;. HANDRAILS TO HAVE :: :� �/2" A 1%" - 1%2" CLR. CROSS-SECTION ' m m � DIAMETER THAT IS F•�•W �o o J o o ; "GRIPPABLE" AND P L A N RETURN a°a a a a � ! � ; A HANDRAIL TO UNINTERRUPTED �- yyALL AS SHOWN � Q N o Q N o ; ! ' i AND SHOULD NOT �?J �?-� I � ; I j ROTATE WITHIN a�Q a�a ' � THEIR FITTINGS, BE ��„ ��. �Z Q �°Q � i i ; MOUNTED AT 34" - z a� Z Q� i i � I � 38" ABOVE THE �� Z. �v~i�.. �v~i,� � � ' I � NOSING OF THE DIA./STAINED WOOD : �'� _ �� I i � I TREADS, EXTENDING DOWEL HANDRAIL �3 w a 3 w I i ; I AT LEAST 12" 90• e�eow +o� +o� � , � i I BEYOND THE TOP � — , ~- �- RISER AND 1 Z" \� EXPANSION BOLT _. AND WASHER � PLUS TREAD WIDTH F.o.w. \ WROUGHT IRON RAILING TO MATCH SPRIAL STAIR BEYOND THE B S E C T I 0 N j � 4"SPHERE SHALL NOT PASS THROUGH GAP AT ANY LOCATION OF GUARDRAIL BOTTOM NOSING. HANDRAIL DETAIL 3" 8 ENLARGED ELEVATION — MEZZANINE RAILING �" 5 ENLARGED ELEVATION - MEZZANINE RAILING 1" 3 �.,,r.a.,.,.,.�.._,..,.�..�m.,,.,�..m.....o„�,.a,..w.�,., • O / udio , 147 castro street, ite 2 mountain view . c 4041 �988.8877 (f) 65 . 3.3310 e) infoCs�stu i 2.net W � � � Q � Z �' i7 � � W � � � V� � � lu�l o � � � W a � � � O � O � — � �—� � VO � � � � O � � 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK PROJECT NO.: 11-3910 STAIR AND RAILING DETAILS � � w O �� A4.3 COPYRIGHT 2011 . STUDIO 02, inc. MANDATORY MEASURES SUMMARY:Rasiden?ial Pa e 3 uf 3 MF-1 R �,;e«r,am. oae Tsui Residence 11/2?J?G11 §15thY,)iC.Permar.e�[IV mstaNed Wminaires r,bat�rooTS.anached ard detaehed garaHea.Wundry ropms,cbse�aM wG.Y rooms sF:all be high etliracy. =XCEpTlCN 1�.Ferrt�.nenih he:I:Jk:d Ww el!icacv Wmn�ai�es shal'be apowa.d P�w'ided Ihat IM_w are con�iMled bv a ma�ual-o� ocwpam sensor certHied to qmpy with tna appli�Yv?repulremems d�119. eXCEPTiON 2:Pertnar.enty installed bw eH�cy lumnai:as m cbsets less than?0 square teet are not requved M be cont:olled by a ��dflUdl-0lIOG � SBf1E0f. b t 50(k)t t f'ermene�tly instaYeC Iumirreires bcaleC in roo!iu or nrees dher!�an in kitd:ens.Oathrocros Qareges,kun�ry rooms, cbsels,anc�AGdy rooi�shali pe nyh eHCa:,y hiimnaires EXCEPTKXJ 7 Vermanenly ms;aNed q�v elticacy kunNiaires shaN be a!irwed p�orided Ihey are conlioAcd by eil?ier a dwnmer switch th.m qmpli�,wdh the.�ficable�equiremen�ol§t 1�3.or by a m:uw�l� on xcupant senser t�et complies wRh die appliceble requiremams of F�119 EXCEPTION 2�Lightmg in detacM1eC storage 6uilding kss 'nan t00C uare te.et locatetl on z resiAer.tial site is no;:eouir_d b co� N wi?� �� k;t. E t 5:7(k�1�Luminei�es rece.cced�nto nsulateA ceiMnys shslt be IkuA fa zere clexemce nsulalion contect(tC)M Undeirvriiers �a�oreiaks o:othe!natwnaly retognized testing'r�;np tabaatory�,and nave e IebN thet certAia tt�!umlunaire is ain5�2 wi[h a�r !eakay?less then 2.D CFM at 75 Pascals rAren 1e51ed in accor�ance wth AS1M E26i,and be sealeC wi.h a gaslcet or cauY:between �ne iumina'rce hous �r.tl ceAtn §150(Vc)13�lumina�es provitl:nf ouldoor ighling,inciutling IigMing 1or p�ivate pacios in bvriise resideniia builcmgs wRh four o-more tlweNirg units,emrances.bakanie<_,»nd porches.wl:ich a:e parmanerty mamteC ro a resideMid 5uilding a:o clf�er builCings on!ne sarr�e Eu!snatl be fiigh efficacy.EXCEPTICN t�.Permanently instaNed o�!door bw efliracy luminaves shell be el:owed provitled that tney a:e comroileA Dy a manual oNOtl swA:h,a motbn sensor nct�avinq xn cver:itle a byoess switc�that tlisa�les the rtuli�n sersor, and aw d�I�foYr.•wing ca�trok�.x ptwtucor.trd irot havinp an oveir�lE e�uy�s swdch Ih:ll Ji..ahlxs tlie pfrok�ccnl:ol,OR an asv;�,narYCN time cbtli rrot havirr�ar a✓ertiae a Dypass swildi that d�[ihles lne asl�enemcal um=c�edc;OR en energy mena�smem comrol sysiem IEMi,SI noi haiing an overide cr bypass sw!tch 7net aNOw:the lum�wi!e�o be ahrays on EXCE°TIDN 2-O�aCOOr �umir�aii25 usetl to canpiy with Exceplion 1 to§15GIk�13 may be cw�tioded by a temFWa7 a'Erride swi:ch which byp�ses!he mCion 5ertcing funCtion Frovi�ed ihatthe^rotnn sen5o�5:.v:oR:a!�tlly raactivatetl wniin si.nour;F_xCEPTiCN 3�Permanemly installed :umir.a:res;n ar arcund swimmirw pool,water feat�res,or other laation subjec�ro An�de ti�J ct tne CalNomia el�anc Lode neeC not be li�aHn.ac Nm��aires E 15:{Y,1�4:nlemaMy iAuminated ad�!=55 sgr:s�haf com;rlY wi;h Scr:ibn!aN-,'.�R i!o�ecxit�vn z saew�base:u:ket.a�d conswrie nc ;nere it�n five wa^s ot .r as tletPrminrJ acc�rtlir.to�t30 dl �150(kj tE�.Ligh!irtg br paAeir�Ids and�arporic wi�h a btal ol frx d cr mc�re vehic4�.per sii?shall cdnply wrh ih�e ap�l�[aF,le �equiremerfs in�ctiens!30.132.13�en•7 i a/.LiGMir.g for parkine gara.�s 1c�A or more�rhi�?s sneli cc.��ly with the apGlicable �e uirenren?s o�Sec'io�u 13C,131 134.entl:4E F 150(k)7E Perm.r.ently irsta3ad li�hli,y in the enclosad.non-tl��elling spaces N�Cw-rise i2siden:i,'buikJings w:ih!our a^iore tlw?Aing unfts shali be hipn eflica�y lumir.ares.EX�EPTIC�N�Permanently ir.stafletl bv.�e�icacy luminaires shallGe allowed Frovqed !ha�the are cen!�oliad b a�:occu�nnt sensor!s)crr,lied to cenr vnih tF.e a..i�ab's re uue�ru�nL d �!9 ErarpyRO9.1DyEne.rqvSM UttrNUmWr'1313 RunCoW:t0//-7/-27T70�/t:1D /D:C7IDSR PapeY0Mi1 u��.»,e�.�,....,.,�,m.....�..m.....��,��...�.� PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-iR P•aea Name 3ni6�g Type m Sina�e FamiN❑Acanion Abne Me Tsui Rasidence p Muhi Famtly �Eaisting.AdtlilioNAReraz:on �±2y20� ANNUAL ENERGY USE SUhtMAqy ��' rc rpm 'iiV k31;i.�f1�.r� SPaCe H47Ain� Id.6n 3J.i? sS.st �'ip3Ce COOling fl.t) Y.PB 3.86 Fans 'c" sn a�o Domestir.Fiu!Water N=' +s.a� +.n Pump& u0o o.x o.m -------- ---------. .....__..._ -- ------------.. .--------- ------_. _....._--- ....---��----------.. Taals +tt�� +a.mt �e.zs Parcant Batter Than Standud; �s s x BUILDING COMPLIES -NO HERS VERIFICATION REQUIRED .enes:ca�.an Bvilding Fron!Orien;eliai�. rA oo�ar =�A.Wa:lslRoof WaI'Area Area humi�ar of pws;;ing Units'. }�tt' � iea .s Fuel AVail3bie 3A Slia: NaYrN vas R) v7 e? Raised Fbor Area: � MA 259 :2 SIaD en Grade Aroa: o m?' o 0 nvaiage Ce�4ng F{uipM: e o 400r sss ia Feneslra�iuri Ave�age U-Fac!a�. a.is ?CTAL. '7s Averare SHGC: O.bs Ffirestr�lim;CFA Ratin iZOX REMARKS STATEMENT OF COMPLIANCE Thrs cett:ticaze ot cc,mpliance�ists the buikiing teatures and sGec�t:cat!ons r•ee�d to^.omply with Title 24,Pahs 1 iha Aclm�niUrative Regu43ta�ns and Par;E the EI(icieiwy Slaixki�k ol Ihe Cali�.wnia Cale ol P.eaule;ions. The docurrwn!ati;xi a�rthor hereby cer.ifias thal the dxumantation is accurate and compiete. Documentation Aulhor ��p� FRIEJSqyl;onwRens LLC f�� ?1N.Nwri+anA�n�vaa2f0 hlcrdaa'd J�FIM-1f-1[K.5�.. i ...1L??/19J1 f.tlErxs Name _9^r �Y��:_.�-ra�we�..: Cli�S:aN�7.�^anobe/CA 95GOB p��y a04�AEo-16N, u��M Dela Ths mbiv�dual w]h overali desgn responsitrilhy hereby cer,ifies that ihe pr�posed buikl�r.g design represenSed in this set el consiruction docume�is is consistenl wiln the dher ccmpliance(orms ar.d worisheets,with the s�eciticalicns�and wrh any o�her caicula!ions submitted wilh this permn applica'ion,and reca3nizes tha?cem�liance usi!ig d�c!dzs�gn, duct sealiny,verilic:alnn ol rehiyerarv charge,i��suL�:�on ins;211aliai 4uafiy,ar.d'o�ikiind erneloVe sealiny;eywie instaiWrtesting and caniication and fiefd ierticatian by ar.�prwed HERS rater. Designer or Owner(per Business&Professions Code) cannry srt.ao os rnc. A•k,RR� f 17 CPSYO 57ee:SJrk: µ.�d Eilr isnaks QN':1w�LD Mw�win VwM�.CA 91011 �M QSG98ddB?7 S:pna Licsnse N Dire ' vRo 3.?Dv E.� Sdt 16r NumEV';375 RunCOtle:iV11/.I1.i9T1o:1ti:1A /C:0+f0577 Po S d tf PERFORMANCE CERTIFICATE: Residential (Part 2 of 5 CF-1R f'rojM Nms &NE�np Type �Single Famdy❑AOditim Abne Uau Tsui Residence 0 Mupi Family m Ezisting.AEAitioMAl�eratim �12ypp�� SPECIAL FEATURES INSPECTION CHECKLIST The enlo!cement ageny shoukl Fay spedel at�empn�o the aer,is zpedfied in tAs chedelist These iems requie spedal wrirten �us!!Ih^ztq�anC tlxumentation,and SpecW wrlKa;ion to De usod witn tlre pertormance aWJroech.The eMUrcemeM agenCy tletermines the adeauacy c!the justilicatier,a�d may reied a bwiding x desipr Ihat o!herwise�mplies based on the adec�acy o' the speciai vstMiretbn aM Gocumentetbn stGmmetl. HERS REQUlRED VERIFICATION �tens:n th�s serion require tield test:np and�o�verification by a cenifwd HERS Rater.The inspector must!eceiv=a crxnx�le!ed;F-aR hxm(a�eacn of trie mensiues listed below for finai to ba iven. £��Re5.76vE.. Sott UaaNUmbtl.'�3'S RunCatle:707f-}�.py7f016�t9 7L:0110572 lM11 udio � 147 castro street, ite 2 mountain view . cq 4041 388 8877 (f) 65 . 3.3310 �Ce) infoC4�stu� 2.net W V � � � � � � � - � � � � � Q � � � \J u�/ VU vv �� tJ�Vjj � luul o � O � �jIj� u OO �� 7 II 11 II L� �^__� U ^Vv � Vu � O V V 11.08.11 ISSUED FOR SCHEMATIC PRICING 11.30.11 ISSUED FOR PLAN CHECK PROJECT NO.: 11-3910 TITLE 24 ENERGY REPORT r '\ w�O � Z T24-1 � COPYRIGHT 2011 . STUDIO 02, inc.