The URL can be used to link to this page

DP-2013-03b � ; �� -� � � c� � � �� _ . -�� ; �,�,� �..�.z �� i �,r� , � � �, � -� > i u�s d� c� � , , .' ��'v� . ��-� ��`(��i� Co�lY�C� � �y �J W o ,��1��-� ��'�h ABBREVIATIONS VICINITY MAP �N ; � �N 1 ` � & An9 H.B. Hoss Bbb ':NO}2TH �� .- � C M �/��f��N s�, fln�t� L An le HBD Hordboard �-:�- 3� . W � �I�Y �v !1�.r O At H D W H a r d w a r e " �Z f Centerline H.M. Hdlow Metal � � � •� � Diametar or Round HOR. Horizintol - . . 1 Perpendicular H T Heig h t ��yt Q �'� .p�t�/� y� Pound or Numbcr ��•-�� 0 'y r (E) Existinq H W D Hor dwoo d .. Z =Z J H.V.A.C. Heati�g/Ventilating/ �„_, . F +,r• A.B. Anchor Bdts Air Conditioning � � � - � 1 '-� Q Q Q ABV Above � �� . � A.C. Asphaitic concrete I.D. Inside Oiameter '"° ACOUS. Acoustical INSU. Insulation Z m= �SITE A/C Alr Conditioning INT. Interior -, - . r �� O U m= A.D. Area Drain � -'�' % F p ]� AFF. Above Flnished Floor �T� Joint .-� - t, � r a«sr = , •�• Q? �Q ADJ. Adjustoble � ." ' KIT. Kitchen �� „„ . � Q� _� ADJA. Adjacent -,�.g,.,s`° .., .,,, ,��.,� W AGGR. Aggregate �` � w r a d �-' ALT. Altemate LAM. Laminate �g Y 0. . � � ALUM. Aluminum ��• Lavatory � � � '° _`' '.U a Z ANOD. Anodized LT Light �. "'. ..�. ul a Q APPROX. Approximate LTL. LintN � -� O Z �� LVFi. Louver BD. Board ~w � BET. Between UAS. Maeonry > � BITUM. Bituminous �1AX. Mazimum � Q BLDG. Bu➢ding �•C. Medicfne Cabinet S H EET 1 N D EX W� �� BLK. Block AAECH. Mechanical Z z BLKG. Blocking MEt/IAiL Metal Q Z C� e�. eeam M�t. Manufacture(r) ROJECT DATA,VICINIT( MAP w B.M. Bench Alark �1H. Manhole �� BRG. Bearing MIN. Minimun Q o BRZ. Bronze MIR. Mirror Z �i c� � BoT Bo�t�, MISC. Miscellaneous N E W 4 N E ST O RY A D D 1 T I O N A N D R E M 4 D E L P�NNING DOCUMENTS �_, ;W� B.S. Both Sides M.O. Masonry Opening SITE PLAN -t �Z� W Z B.W. Both Ways MLD. Moulding d 0 M1D. Mounted 10230 PENINSULA AVENUE CUPERTINO, CA■ EXISTING/DEMOUTION PLAN, FLOOR PLAN A-2 C.B. Catch Basin MTL. Material CEM. Cement MUL. Mullion MWK. Millwork ELEVATION$ - CER. Caamic C.1. Cast Iron N North ROOf PtANS - CJT. Contrd Joint N.I.C. Not In Contract CK. Caulk(inq) N0./�! Number DETAILS A-6 C�G. Celling NOM. Nominal TITLE 24 CERTIRCATES T-24 CLO. Closet N.T.S. Not To Scale CLR. Clear(ance) � C.M.U. Concrete Masonry UnR o/ Over GENERAL NOTES, DETAILS S1 Q CNTR. Counter O.C. On Center � CO�. Column o.D. Outside Diameter FOOTING STRUCTURAL DETAILS S2 COMP. Composite(tion) OPP. Opposite CONC. Concrete CoNN. Connection p��, Pre-Cast Concrete fRAMING STRUCTURAL DETAILS S3 �- CONST. Construction pFg, Prefabricate(d) CONT. Continuous p�, Profinished CORR. Corridor pK, Parking FOUNDATION PLAN 4 � z � pL. Plate ROOF FR,4MING PLAN 55 U O DBL �ouble P.LAM Plastic Laminate z DEPT. Deportment PLAS. Plaster BOUNDARY dc TOPOGRAPHIC M P T-0 \ � DEMO. Demolish,Demolition PNT. Paint(ed) / Q D.F. Drinking Fountain PR. Pair 2 D�a. Oiameter PT. Point STREET IMPROVEMENT PLAN$ FOR C_� ~ DIAG. Diagonal p7p�. partltion 10230 PENINSULA AVENUE, CUPERTINO DIAI. Dimension(s) PWD. Plywood DISP. Dispensar pV. Pave(ing)(ed) Q DMT. Demountable P.V.C. Pdyvinyl Chloride DRAINAGE PLAN C-2 Q D.O. Door Opening R Riser SITE WORK & DRAINAGE DETAII C-3 � DR. Door RaD. Radius (, DS. Downspout R.B. Rubber Base v DTL. Deta1 R.D. Roof�rain W DWG. Drawing(a) REF. Reference REFR. Refrigeratw O REG. Registc W E. East REINF. Reinforced(ing) � � EA Each REQ. Requirod �. E.B. Expansion Bdt REV. Revision(e),Revised � � � E.J. Ezpansiom Joint RM. Room w < EL Elevation R.O. Rough Opening ELEC. Electrical RWD. Redwood � L� U ELEV. Elevator EMER. Emergancy ENCL Endosure S South E.P. Electrical Panelboard S.C. Solid Core EQ. Equal S.C.D. Seat Cover Dispenser EQPT. Equipment SCHE. Schedule SYMBOLS NERAL CONDITION 2 SCOPE OF WORK PROJECT DATA E.W.C. Electric Water Cooler �CT. Section EXG. Existing �� Shelf,Shelving EXPO. Exposed �1R. Shower EXP. Expansion SHT. Sheet 1) Approv�f ot these pl�ns doea not nk�se th�Owner andlor Contn�ctor cf Cx ZONING P(RES) EXT. Exterior S�'�1}i. Sheathing ra slbtN ior ihe corteations oi mistakes,errors,or omissions contain�d therein. 5��. Simi�ar �� tY 1. NEW ONE STORY ADDITION AND INTERIOR REMODEL. �FV sio i F.A. Fire Alarm SPEC. Specification(�) H durMg th� oou►se oi eoruVvctbn knprovemenb, public (nterest roqutres a APN 326-22-021 F.B. Flat Bar so. square A COLUMN OR GRIDLINE ��G�af/ar a departura Uvm the City of Cupar:ino opeci5cation or thee� �, NEW FRONT ENTRY REMODEL. F.D. Flow Drain SST. Stoinless Sted Ynprovsment pians, the Ci?y Ergineer sAaB have the luthorl!y lo rcqutro suclt LOT AREA 4,792 S.F. �ttvsio z F.E. Fire Extinguisher STD. Standard modE�cayon or de artun�nd io f CITY C MM F.E.C. Fire Extinguisher Cabinet STL. Steel . P PBCf�ulE manner In which the same f!i0 b� 0 12 0 13 �E Finished Floor Elevation STOR. Sto�age oompi�tsd,�t the sol��xpense ot:he Uvner and/or Contredor. , 2. REMODEL KITCHEN AREA WITH NEW KITCHEN COUNTER, F.A.R. 1,217 S.F./4,792= 26/o �EV sio �� Finished Floor une srn. structure(ai) sECnoN RE�RENCE No. CABINETS AND KITCHEN EQUIPMENTS, CfTY C MM 99 2) Contact Pub(ic Work�,(406)777-31 C4,1or Inapectfon of qradinp,itorm draina9�, o ot i 2 1 a F.H.C. Fire Hoae Cabinet SUSP. Suspended LOT COVERAGE 1,500 S.F./4,792= 32/o FlN. Finished SYM. Symmetrical x-s �nd pubMc improv�msr„s, -zEVS�oN� seCT.ReF.sHEeT No. 3. RELATED PLUMBING,MECHANICAL(NEW FURNACE)AND FL Floor 3) Ap p�lic tmprovemanb must be compi�ted prior'a oaup�ncy. ELECTRICAL WORK. FLOOR AREAS: FLG. Flashing T. Treod �EV�SION 5 rtiuR Fluwscent T.B. Towel Bar 4} Contractor b reapo:�sibia tor dust conVol and�n�urinp tM ena�dJacent lo th�work <E>RESIDENCE - 736 S.F, FND. Foundation �M}t h��p��,• � F.O.C. Face Ot Concrete �L Telephone ELEVATION REFERENCE N0. NEW ADDITION - 4H1 S.F. F.O.F. Face Of Finish T&G Tongue ond Groove 99 �} Contrector�heA roview Ciry Dete�8-4 on tree proted(on pr(or to eccompffshiny any "2EV"}�.ON 6 F.0.5. Face or sc�ds h+K Thick X-g E�EV.REF.srieer No. Mrorkorremovinp a�ytreea. • TOTAL BUILDING FLOOR AREA - 1,217 S.F, FP. Fireproof T.O.C. Top Of Curb 6) Utilize Best Management ProcUcea (EMP'a}, os re4uir�d by tha 5•.rte Watsr F.S. Full size T.O.P. Top Of Pavement TYPE OF OCCUPANCY R-3 �oe�o. r.a.w. ToP or wau Resources Contrd Baud,tar PNY�etivftf,which disturb�N��soli. FT. Foot or Feet � T��a� �DETAIL REFERENCE N0. '7) A work scheduk of I'M�I �nd Erosbn�SedMe�t Control Plan shail bs TYPE OF CONSTRUCTION V-B CJ21 3 FTG. Footing 99 Q � �V�� FURR. Furred(��y) x-s �the City Enflineer by Au9ust 15. No hllaids p�dinp shall be performsd bstwNn oAre FUT Future UNF. Unfinished DETAIL REF.SHEET N0. OC[ObY�1 t0Ap111 1S. DESIGN COI�IPLY WITH; U.O.N. Unless Otherwise Noted 1�/�1„3 8) /Ui new slsctrical ssrvice(power,phone,sndlor cable)shaq be underprounded. C.B.C.: 2010 oa,aev!v ev CA. Gauge p To Initlat�rskase of bonde,contacc 1M Pub(ie Worics Ins ctar for Final(ns ec�lon. RTC CALV. Golwnized VERT. Vertical � � P C.P.C.: 2010 c.e crob ea� VEST. Veetibule ' 10j /VI downepoWs to be roloae�d W�e yround turfave,dir�ded aw�y hom buiidlnp G.C. Generol Controct(o�) REVISION far.datlons arW direct�d to landscapsd nreas. C.M.C.: 2010 sf��_T r�o GD. Grade(ing) W West C.E.C.: 2�1� CL. GIO99 w/ with 11) Prlor co beyh»Nn9�ny work wfthin th�?ublk Ripht ol Way,th�Contr�wt(i De CRC 2010 w.C. water C�oset 2010 CALIFORNIA ENERGY CODE � GND. Ground W�o ,Ktn«,� �aportsibla tor puMinq an enaoachrt:snt ptrtNt!rom the Publb Worke Departrr,ent GYP. Gypsum Wp. wood 2010 CALIFORNIA GREEfV BUILDING STANDARDS CODE Wp, Woterproof 12) R DENTI UIL IS EXIS . i�� 1•/� � � �a �� , ' ��1� _✓� �► � �� •� � Vl' `V �� '�-t� C�1��i��L.� ` �;^�`/ V � 't- �Yn� � ��l(�1n �N� � �c%�%1� '�' � i✓��• CY►lRTINO OOObs 7L�1113 ��a� fY6�i�►It�►uprYi W27D tiiauH Ave cupwx�w c..eeou On1ea Oi oorMMTY oev6al�rt CfivlMtl N7MlO��c�r[IiUE•C�i�e�rMO.C�rOtasif6 Noq m.t7a•rA%IMb m.�m•OntleYBw�eA�a REV[SED SUABCT:A04fNISlitA71VE FffARQyC MFEIIP:G AC110�J LEf1ER-[W20130:f 7Ln kttar owdinw Ya��oi the AdnWr�tratlw fMMn{Ofeaf.�ivcn N IM orM�d Ocbber u,nu:��,e�Drrebpe�nM hrs�it b albw a N�pu=e(oof ddition b�.�.wn+�y tiYaKf b M"e�7 6m1,1�fRef dde tlb�ck,lanled u!OXlO ra�kwl�Avnwr,a aord�n6 b Yai�nnn No.38. r�a�....�n.e r u�.�u��..a.a,m�y.,.,x r,.n..aR�a,�:t m��. iu...��+�.�w d ar aK+.w�o�,r�m.e.��4��e,.my.a�nk a.�or �.�wei d k�un�.�ra.a�x r,.e.�.�,ya�.m e��e�r.�k..�. .nrd�..ee�a�ka e�ur ey.�r�c�+.+d. � SMP�'°� CNY dCLpal6�o lntb�ar Rsobtlan Tb.2!peviwd) � OiY OF Cl.T6R'IVJD 1W00 Tone Av�we C.�qefIMClYfonW 9!llli RP.90USSION N0.7s(RlV6�) Oi 7}4:AOIYON6IRAtlYE Fff.ARRIC NF6T."K OF 7HE lT[Y OF CUP81[III�O 7U M.IDW A M 9QUARF POOI'A�OfilOr:l0 A A*KiL fA1oLY RESIDFNCE TO HAVE A 7lDO'C.I INQI Si7t�[9DE 567tACK AT 1�70 PkbO?15tJtA AVENU! ,�,,r�ew„rvo.: or-wum Apptl�ant lCald�aM k Su6bivh RsykqMN P�oralr Owner. ICd�iwai 4 9i6bl�h A+��pYFd laouu�: 1027D PknY�w4 Ave�w(AIN)56-72-0Q1) AkJ�ct De�ebpwe�t MeUt b Jo�r�M�qu�ee(ool�dditlon p�ain�k fmdly �aida�oe b lurt�TI"M�t Yde fwEadc w►i�ws,uK eam:yr.n.�e�arx�..�t uk ery d aanw�a�a r,��, n...bymN renmr.amn,D.a m s.,im�oc w.e.aMxbn;a�a wtffx�s.uK.�y p�uc�a+�v h,�.e«n p�r�p�a y u�r�a�.ai adr�rre d ,eeay dc.anc%.�a m.�e�.a.N.�r�om«.nda.��a.o+aeaa�.zm� n�q..a m er,ppuneia+:aoa NOW,7HFR�01t�E6 R RE90LVPD: Alrt nwlul oo�Yle*uim el tlx o�ps,Nrb ad�Mls.bWnany�nd allKt erYlerte wbmito�d in M�n �n a�r.IFt AMdnl�tratlre N°rYVf��'�1'+PP1OMe APP�O°eo.DP-101703 Mud upnn tl�e xee��.a.x,r.a in s.ceb�u d r�+.R.oamew,n.p�W1e�wrf��mna..�a u.mYwt�or u. Ad�n6trWre HecLy�aYM4�d PnoEer M ZOI��d wijeit b tl�e aadltbm�peAlkd 1n Satlen�I d Mia�. SF�Di.O;_fl� ,.,,,r,�apO..o ee�.lop.r�c.�aru d.e.w w�qopowa leotion,.m.w e�.�ime�Yi ar r}�.b.. 10�rq.ry ar 1mpo.anewa r�ihe rlewry,rd wu aa ee a�t ro nie puwic Aeahh otaly. �enenl watlas r.am.araicc The rojttt r aadMand,bs rol bult in a daaaiaU eo Yr public MdN+,rkty,ar p�nd neltu�In tlut Me plan nWrva4p�Ae�^ei�hbo�had PWbn.alu�nd rta�h�� ao�[M�wM Ma.elEadu qaaaed►y IFe NY devdapmaN n�oYtlus d 9ie Rl OrdYUmit Y�u�a4niy aMY4t md h�oa+a c°^�a�e�we bY P°P0°b16�^BF1 acauelbk�Idew�&. 1 iM�apaed dewlq�t�"N°�rr wW ba beMd and caducbd w�mr�w i+r�ord wYh Mie nV�^^�°^P��Cvard Plx�u^derlf�^6�^6�+�rd tMpurpw N tl�YNe �nd msiplleA wM Me G�[ani�Fmim�me�ul Gutly M(CEQA1. w►.�N..s or��aim aee.u:ou TA.�nj�et�aWftlond.m�plfn wNh tlie Cawe�!Ln(GP){wd�re aM mMr�Wi�F P�I«t p�ej�ci Lb)rd�chitvea�padplrlw 6Mdly Rne!anvYo�mrM mw,Me�t rNh er�:-u.a ao a�e ti e..xy r p.ero..i r.�.qes�a.yr...xn et R+sy t-a�eo �erd�NeieW rJM M Ihe Mwre VYb at►HttllwmaA h peaj�at Y caW�ar MMh Mm .aRyyr,.►�w.vre.sp.�r c.w.n..,.�a..marr.a ery e�u oar,.�«�,r�rw •e pa�w�d pahat M`irs a�diew Rt Mrdri.�rArowp 1►e PW�►ear�°k M/WPwe� d IM Rt Q�iir�r�e b p�a�erve ad a�Mnee�wu wYe�bk 1ar ieuA�d dwd14�In�ewiw Mrt w�tr.a.Qe Wrkr d Me�N�.�+�µi��tis+��+h�^K .,.waMi�:,�«w dsv.lq.�ed,.pe.a a(tlr ed�l�Ewlnod,...ei r�.4*w rwWs�d rd�c.r..�e peHKy tti rre u�r e'aiod�eaM:r.wr nyux.e.lb.it 000u.oo r�.rml.iee a M reop�etyl yd wms a rta�mable iwl d m�tiiWy Y�Ne de d RuitYVS.�d wWwan Ar redu�i�ntlY�`�Y�Y W we a�oeiwdly(N dW Ihe�ire ad rak d a.eo.�.r�.a�,.ax,eK�,�aw.o.+w y. Tk pa�a mmp8e wilA tlt GYkmi�imi�aYSnbi Qu+Y9 Atl ki tlW i�e dunds b Ihe raperry a¢aem�pt'a dovlb.d In�,rta1c detNl mde tlx 6��ia�neMal Awpras�l waion d N,a�a�t. cerrnun.�o�n1Y�15�a��1l7ti �umpEVC�nouenrrpppr. Flr�4i�OlNies ___-__ 1.A�C.E:1k�Q5 Appio�d Y 6�ad an pi�aeb nadvwl un SepMab�U.lUI),tltkd"Ww Q�e Sbg Additian aed Renpdd'.mrYtY�d(ar fl�eels labekd'A1 a AS'drawn 6r 1lYC,ewryt as my►e�ounded ry cadWur in�hb�woWdon- j,�MR�lYpFWOt�LTPL��B YAe�wne 4 iapaWNt b vwf(��pnl4�ml rvpely 4Y 111dudi�lul rol iNW b rnyeNy bun�y bnUau.►+i�hK�M►�ck�,pa��7��"�b�^6�r�• �r�r��er�rd/u�autr�AO��wwL,Mf wlw�praeWtim d ry prapeny dab ey i�rvd��e Y�M ippioval�d ny mrylu addltlooY rcvkw. 7. 71�e emrtlar d appwai sat brd�flull beh�aoeporal�d i�M md anro��hd m tl�e Knt p�g W tl�e WOd4K�Iw�. to a�et�� fAe ra'eMy awrar�Y�wad a covairt m Ils RapMy w Nnan luese ropar�r ow�n d 4e w�ulwwaM b natne O�e re d IOD prre(rM d floor nu M 6e Mas MekNrrt ot a aowad lwo or aaray�and 700 pwre kA d M ewa�s for a rcvwd�cwe�W��^6 R�r� 11r�ettbr Ir��e wW M w�xt b y+pnwN►y tlr Dbtlor d C�rwYy Derebpawt�'wf d RAdWoo mpf bt w14n11tled b the CamnM0lily Devebp��De�r��1 P'°r b 6ulldiel6 �� 3.� c�.r�cwn,cn.�ro...n.0 k r�a a w�.y+��w.r.�.m.b�r�a s.w�.y.�a l�adar.9 am.b 6�.m.fa�lbn�ctivtie�t M a6oweA a�AoBdayi The deYeloper�hall bc •� � .._.__.. . -- - -, ; �� . ��it-_ i'i Y `i-:... T�t u � E�� F_� � `�.�ii S �,. O !`' LM �� -- F,. ..i, , �. :. �--� `� � ,a E------ ----------1--=--- +,o�an�a- —m z.� .`_. .....�.,_ �� -�\� ..�� '�-Q.. �r. �I � � �k scars •� rm,.......+.s..e,,,,. !:,':',','L��'Cl+.�-l .•��WI ro-9�h-i3, �� _'�M�C�YT�.—_�. :1Er" mr� ...�w �, _��. _ T,'� �Y�i:l�7P �� ' ,'' `�,� ,� �SFP 1 T 78U�.U �\1 '�``�-,��5 .�.•. .._•�..,.r�. �rcruM. .,... ' �� -- ' j:� i.. � i.G.:_ ,... /" /-y........... c..�%. .�..�.. _ ...,.�_ ,._f�. �....� �` � t8 Y - . WLYt��-�-o� ..5..�-:��,..'^:�•�' ' !d�1:l""'�' Y'Y.'1. '9l{l:t x S �VtJYXf3M1ill ,. :. > ° �s ��, .: Ig- � � � :r%maTt�s7rs•ii M�Siriiii{.i.�M�s x{iti:im£�rz ;,,,7,. ,;;t3'' ;,y`w`+t�_ - :.� i� r '� '� �' � ��,i_ ' SEP 17 i^[I 11so►Mm IV�i OM1M)Qf (beb�X Li3 �o�ile lor�duc�ll�a�m'WYnc�on i�d tubantr�clon a(�Yi aonavttlm e�trictfa'u dM �d rtpYtlon pabY�Y�10 d1.o1uuoNo��ctl�Ws and We�lsic Nnrl7fied In tl�is pmwil,d°^6 w19�IAe awe d Ml�lo�e weYar d a inelsra gpo�ad�iatwbm madhrlar,dWl be po'Yd in a pm�nwM 6atlan�t tlR a�truiae b IFe joEal. 6. lUe�LeyM Y rrparlk b eawk wYh drr J�rbir�b anVt�e�[kf wNh teprd b Me P°M��rd�br ad�i�knJ caJilbu�nd wq�fe�rMa M9�iw�oe d an wibsilYd LY�ar Ma1W�1e in RPK"�=�i'k�°�i a^�OPm°M��°'� 7.�� ro u�e m.�e r..e.�y r..,a�.�pq�un.e.0 wm.:y.�a�a wde..�cr�.u.eexr Go�ncp„iu el6outi anpMyed ad agwr pm•Y�d�prtle�'Maw aw��int r7<Idm. .ma�.Q w�s M�b•�+w�r w�u,.r�w.a pm..a aK,PpK.x w YYA�„sef rde.Q Yoli Wb ardNrce w o)pr�LL a'�ppoval aYllwh�d IMreh`lat IM pla}cL induAY�(nM�a�Ia�itMbn)�UeiMnY�IM GI�Ib atid illonn�f Id ad aMS Mrt�td N ad...a ro.�tlOn.n�e ey.�7r.In w.de a.a�ao�..ru b a.(me.ny.�a.�ao�wxn Mb'ney�d IM ddx. 6.MOIffi OF PBfS w . iE4F2VAlYxS at o�H� E%ALl1[N�S m.c�.a r�e�ppo.�r.e an�..y rdYe�«n,ti r.s sawu� nqubaerN4�w1e'vY1an w�Nar�b.�Id Ml�a euNwr.MiwW bGw�la�nar Code7o[tlm 65m�lAI pZ 14me C:odi�u.n aonwwk wdme�woe�f,�ea d we amoYee r.od�f«., rd a dacAptlw�d tlr ledia�fwr.wer�Ylas and otlr�oe1w Yw m I�na6y hrtlrr .�xx.a�n.e r.�o�a.�.��p.,w�.�a�ra�.r ra.K w��.a�a�ww�.�. .d.�•.m+a.�a.u...++�.p�w e co..��caae s..«��eaooc,�,n.w�.u r� fdl b f�e a/�oM�l�vtlJn ii 964Y►wbd°°�Ph'iry rltl�dl sf d�r nquYe�ef Sactiun 1Lq10,�oa vrf�be Iea�►aned Fae�IaladWtag4�wkA�ac�Uoir. 1. n,.p,qse rrn m.�y�xn ine��r,.w rd�ara an ne wbuc w«e c�w� �a1�G 9/!l�13,ia'Iudi�,bW not IYNId�R iidkatlo�r.sev�nib.a[4yte h�eo�a�nML rdrya�dln{d utlYeMa.dl nbraef�pa�nb,rd Wtliry YraWtlarhdouYUr r diea�d �+r b rr nrK,�a n�wk w�..d�ar rru��a.�a.wg.nk wwc w�.carc�.n��yrd4iu'y revkw.d i�ot an edwitl�e�eWev�f die w�at 4�vk�rM,Addllinri�ryMre�nb ry M�IYrd r�d lepir�d J+rY�Me oonAuctlp�pesplY�rao�,tlr ro}�et awu�aUOn rinr dutl�dd�w M�e w�ui�nb w�Y6 IM mmYWlan�eAJt w�,rJ aA wqui�d bq�o.�e�b�A�Y be canpleMd b the WYhdlm d tlie DYalor d Pu611c Wcrb plar�o diwt oa�ryucy. i�g(�.�d71II�$�5 CrAs ad�M1e�aYewaru d�d�W wucwro duLL be IrodOed In�caordrKe wW�padey ud Mudrd�r�petMed W he Clry Pn6h�rr. rdrr/hi nramlm oeee.X mtJ a�LIEEEi 9Y+�1 M�9 be rlr�td wMhin Ihr Pillc RiSAt d Wry b Mw uYWdian d IT�QlY 6`y4wr �d ir0 6td a iP�WP°"�eY beClty In anoldria MM QdNw�ce No.12S. l j�F9{a n.wauy ooia bc.ka�r�,wm..��oe a�e pAp�nr.b.��r�V.we.n,n e� a.io.++,n�,r«�.Icw...d wo+y+d�sww�sd a um.�Mne k.ae�..n+.nM,nd�6e cospleYJ b the�Wactlon d de DY�AOr dlubtic WoAs prbr b bWldind pneY 6rL 0.i�.8A5�5 Usr�W appewi ian Il�e yencis wilh ersnn�b m YYe p�apeny(h�d�Mn�fG4E P�cMI. d Gflesla Mwc Compriy,ad/ar qulr�lmt agvbe)w�ie ta�oi�ed rior�n I�ce d ��f P�+ �/�+'w!V:�A IEV�W ni.oe.iopn.a r..r r e.x�a.fo0y ai.�p t�an�rr eaWana.e�w:ononwea QwNlr Ac+ (�QN PQ�atiow 7S1d1(hew Cauenc�lu�)d da CTOA Cuiddi�a Mw�N�ppWe�o a m6nd �dd�Wal uid maene�dal M,Udinj and riU i�p�ovasib not sacecded 1U.00D wpure NeG rw�n er�o�ooreeo a..�r e.y�t a,�.,m�.i.r�.�r As..�.e a�.�:�w.,u.�. F�e w.aw�x wory dcYpew su�d c,uw�w,br e,.�oao«.:�An di.ar AYlSc HFiWNGOPPIf�LfiryOiw �x eraurxaFricu A7TFST: M'W�'� Mlydrn ttasr h.('n Qao xplrn tre C+n'a•° Arocfur Plinrr dry P4ma* fu A(';•':'.7�/AL OO�j�3s.� C.:y/AN _ /f�! .. � ii �t �"7 '~ � --'--�1... ___... `' r�,� ? �' /�-.. :� _ - °' - �i-� ;- /�a�=i ' r :,� �� .-,�w .\ /� �.I � ;'� '', .. , /i �`— i ._% ..._... .�<a'�. � Y:.. � •' _ �: �j ..� r,: • �_ . � � t P' � �r/� �� .��, ., 'j--`' ��,1 '` i� cJ „--- �;r .��,. _.,,a� . � � � . . � `;\ a � i y J�: �wu.wn n�rruw�ww�. � . 'I i }•r.L.� � --_, __ . -; ;;„ � ��--`�sa��......r�°°�- �� .� • `�--- . - � _�.�....... � _. � - ---- . .-- ..- ��+��i�.r a-- .�a" . ' . . �. ;az+ss^ -------'--'----�„ ... ��rswen. �•' YYILIllYRSIlY1�K. .___ ,,,e,:,,, �..`, r-••• .�:��.SEP 17 Mt3�:; � A....:.:1�G ars�i;cj.__ C:�3N _. rC,iyY.j �� .._ ._.. f ��'-� � �'- � �. .w... �i ��---�I � � ' '��;�";°'°� � F - �� t J.. �tl� ^I1 � ��—�-�—. l ',- ��a� � i, y � �, �g.y.. �. i ; i t �r\ � ; i..-.�.�..�Q__ i.. ��_-...-... i . ........... -a- .a �IM..r..r..... �-....•�° /' / � / / .�--��j --- �4.....:.«.,,. �', �%r�y'�"� �`�' ��-�r G Ji L� a%!��• �'. � i t, _ i as'... ___ �q�� z' _ „�,`�r-�� 1�.. .-- �/-- - �_ .�._ - _ '�..' �t1All._- ... ��;YP 17 1ii J c:, �1.��i 0 N 0� w N z� W.. �Z a. �¢ Z Q O� r Q 0� Qw d �ui �z W �Q W� Zz O Z 3W d 0 wZo � � a � W � 0 V z Q J^ L.L 2 Q� m�y1a W� ��rn �v F� a^¢` J/ Q� �,�, � REV'SIO I REVISIO CITY C MM REV;SION 3 REV:SION 4 REVf510N 5 REV;SION 6 JOB NO. CO213 DATE 11M 1113 DF2AWN BY RTC SHEET NO PL-1 JN W° 0 N 0C� L� WN „ LL Z d �¢ i Z =F, Q Q4 a °� �_ o �(9 0� _� a� �-- �w aa �> >? Ow =— ' C7� tn Q Q� Z= � � O Z df �W a FW o W Z O C � W � Z � � Q � Q Q � U W � O � a a Q � � z U > Z Q J a w � � �F�s�o ��s�o CITY C MM ^�EV.SIO CfTY C MM 01 12 14 ZEV'SION! �EV SION 5 "2CV��ION 6 JOB VO C�21 3 DAT= 11/12/13 DF2A�VN BY RTC Sf G=T NO A-1 TYPICAL NOTES i- PROVIDE MAXIMUM SILL HEIGHT AT BEDROOM WINDOWS TO BE 44"CLEAR HEIGHT.24" OPEN CLEAR WIDTH 20'OPEN.MINIMUM 5.7 S.F.OPENABLE AREA. 2. SHOWER COMPARIMENTS TO HAVE A MINIMUM FlNISHED FLOOR AREA OF 1024 SQUARE INCHES AND CAPABLE OF ENCOMPASSING A 30"CIRCLE. 3. WATER CLOSET SHALL BE 1.6 GALLON WATER FLUSH. 4. PROVIDE SAFETY GLAZING AT SHOWER ENCLOSURE. 5. PROVIDE DUROC OR APPROVED MOISTURE RESISTANT UNDERLAYMENT AT SHOWER ENCLOSURE O 72'A.F.F.WITH CERAMIC T1LE FlNISH. 6. PROVIDE 3/4'COPPER PIPE FOR HOT AND COLD WA1ER SUPPLY TO SHOWER. 7. PROVIDE 3"MINIMUM DRAIN PIPE AT WATER C�OSET. 8. PROVIDE 2'MINIMUM DRAIN PIPE AT SHOWER. 9. PROVIDE SAFETY GLAZING FOR GLASS WITH 2�-0"OF A DOOR IN ANY POSITION. 10.SHOWER FINISH FLOOR SHALL SLOPE TO RECEPTOR UNIFORMLY FROM THE SIDES TOWARD THE DRAIN NOT LESS THAN 1/4'PER F00T AND NOT MORE THAN 1/2'PER F00T. 11. PROVIDE 2 MINIMUM SEPARATE 20 AIAP CIRCUIiS TO KITCHEN APPLIANCES AND ONE MINIMUM 20 AMP CIRCUIT TO LAUNDRY APPLIANCES AS REQUIRED. 12.PROVIDE MINIMUM 3'-0"DEEP FLAT NON-SLIP SURFACE LANDING AT ALL EXTERIOR DOORS. 13.SHOWER DOORS TO BE SIZED TO MAINTAIN NOT LESS iHAN 22�UNOBSTRUCTED OPENING. 14.SHOWER AND TUB SHOWER VALVES SHALL BE PRESSURE BALANCE OR THERMOSTATIC MIXING TYPE. 15.SMOKE DETECTORS SHALL BE PLACED INSIDE AND IMMEDIATELY OUTSIDE ALL BEDROOMS 16.ALL NEW RECEPTACLES TO BE ARC FAULT PROlECTED AT PANEL BOX. 17.NO METAUC PIPING TO BE BURRIED UNDER SLAB. 18.ALL FASiENERS,NAILS TO BE NAILED INTO PRESSURE TREATED LUMBER TO BE NON-CORROSIVE. 18•iW0 SMALL APPLIANCE BRANCJ CIRCUITS ARE REQUIRED FOR KITCHEN AND LIMITED TO SUPPLYING WALL AND CWNTER SPACE OUTLETS FOR THE KITCHEN,PANTRY,BREAKFAST ROOM,DININC ROOM OR SIMILAR AREAS.THESE CIRCUITS CANNOT SERVE OUTSIDE PLUGS,RANGE HOOD,DISPOSALS, DISHWASHERS,OR MICROWAVES-ONLY THE REDUIRED COUNTERTOP OUTLETS INCLUOING REFRIGERATORS. 20.A OEDICATED 20 AMP CIRCUIT IS REQUIRE�TO SERVE THE REQUIRED BATHROOM OUTLETS.THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES,LIGHTS,FANS,ETC. (EXPECTION: WHERE THE CIRCUIT SUPPUES A SINGLE BA1}IROOM,OUiLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE PERMITTED 21.A DEDICAlED 20 AMP GRCUIT SHALL BE PROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE OU 1LET. � FOUNDATION VENTILATION CALCULATION; FOUNDATION AREA=409 SQ.FT./150= 3 S0. FT.REQUIRED VENT OPENING USE YENTSURE'8Y'OWENS CORNING'FOUNDATION VENTS MODEL/ FVO(16'X 8� =56 SQ. IN.APPROX.fREE VENT AREA 3 X 144= 432/56 = 8 FOUNDATION VENTS REQUIRED. VENTS TO BE SPREAD ALONG PERIMETER OF FOUNDAT�ON IN EQUAL SPACINGS. @ATT INSULATION SCHEDULE PERIMETER WALLS-R-13 ATT1C Q R-30 Fi F�mirai NnTCC; PROVIDE ADDITIONAL RECEPTACLE OUTLETS THOUGH OUT THE HOUSE SO THAT OUTLETS ARE SPACEO AT 12'-0'O.C.MAXINUM AND 6'-0' OF THE END WALLS.PROVIDE RECEPTACLES AT ANY WA�L SPACE 2'-0'OR MORE IN WIDTH 27'-0' 12�_�• �4�-5• NOTE: ui r+Ew ucros To ee'or�cr STAR'LICH75 AND LNxiT FlXTURES. (HICH EFFICACY UAAINNRS) SYMBOLS � NEW SINGLE POLE SM7fCH � r�w Rarar�cxF �}} NEW DOWH LKiffS �ft LK ff T FlLORESCENr uGtrls NEW COM9W1TpN FMI AND � ftlloRESCDlT ucHTs Ncw weu w�(ousu/o�rm sasoR) � �� OOSD Sl10KE OEfECTOR � NEw E7WU)sT VErR VE p �u�eo�uorawoe o�croR CD WALL LEGEND: O - EXISTING WALLS TO REMAIN. C=___� - EXISTING WALLS TO BE REMOVED. EXISTING/DEMOLITION PLAN sc�: ,�+•_,�-o• � � � I a � � CLEAR FLAT SURFACE LANDING. NON-SUP SURFACE. -�"2�-��. 3�-3' _ � 14'-�� ., I � t6'-0'(V.I.F.) k'i' � � 6'6'8'SL � V�,�' G S. DR. 7' JO '„_.'`�`-� N 3 �-'�...�"' T \ X(n .�g �'3 LIVING/DINING % �" � '� ( xVf i�1 CJ7 ./".- �' X2'DOUBLE; DOME SKYUGFI� . ABOVE �V ± � ! ,�--- _�`_ o ' �`� �3 i ,1 �� z•x3o• X� 4 ;2'6 6'g• �\` ��y A OI�ACCES �c� 3. �� 3'-2� � 7'-10'� ! r 3'-6' 7'-2' �,. r_ r BAR SINK W.H. r ,CLO I I . . L-- --- -- � io I 70 � m i h GFCI fO i 4�x24" . �-- - - O O - p N UNDER FLOOR `O I -- Zp ACCESS '\o+ � STOVE 3 x3 '`� G I dW � � i�� <E>BEDRM. L� �� i � ,� _ w '� �W �� " ,� � E>\�KYLIGI�IIT,KITCHE <E> �' `° � a� O i I ��\ i T j <E> yti�� ir J 0 � SD� � ��/ �Z <E> <E> N; � ,a �--- ASHER DRYER X� ,i N � M � GF�� NU J� � �N� J 3'-0'WIDE FLAT LlWDING OUTSIDE DOOR. � rn3 WC 2'4"X6'8" �� N� GFCI N3 DRYER EXHAUST o gqTM_ a �OQ 2'4'X6'8' TO OUTSIDE AIR i X� �♦(�8F °m S� BATH 3 X� � � �� /�F42 C' 6�-8� N )�� lVU' t0 SHO.ROD o �� N wrl� o SHO.R D m � � Z`° n CLO �� `�� " N I �� i � Zs•-5• s'-o- � o �$ ,� �3 Qsp \ � MASTER ° ° N� <E>BEDRM. ,i \BE�RM. � � 2� ��r- X� N <E> <E> <E> <E>ELEC. 1`fTR. ELECTRICAL SERVICE LOAD TO BE UPGR4DED TO 200 AMPS r�F.NoRn+��-�� N� us� 2'4'X6'8' GFCI UV 0 / i y3 O YH-3 ;o 1 X� �`i�.....�� NU' O I n <E>GAS MTR. 9'-5' � 11'-1� I' 6'-6' I �I � WALL LEGEND: O - EXISTING WALLS. � - NEW INTERIOR WALLS: 2 X 4 WOOD STUDS O 16"O.C.NATH 1/2�GYP.BD.BOTH SIDES EXCEPT GARAGE WALLS.PROVIDE 1/2"WATER RESISTANT(GREEN BOARD)GYP.BD.AT WETWALLS. PROVIDE R-11 BATT INSUL AT ALL BAiHR00M WALLS.REQUIRED TYPE-X GYP.BD.TO CEILING HT.AT WALLS BETWEEN GARAGE AND LIVINC,AREA. NEW EXTERIOR WALLS: 2 X WOOD STUDS O 16�O.C.(SEE STRUCT'L 6WG5.)WITH 1/2'GYP.BD.AT INTERIOR SIDE AND 7/8'CEM.PLASTER OVER PAPER BACK W.W.M.OVER GRADE-D PAPER OVER PLYWOOD SHEA'THING PER STRUCT'L.DWGS.AT EXTERIOR SIDE. FLOOR PLAN REF.NORTH��\-_ SCALE:1/4'=1'-0" JN �l.�Q 0 N �� N c� W .. �Z d �a = Z a Q4 a o� m= }'O �(� �~ � �W = '.U 'Q Z �> >? OW =— �Q v� Q Z j � N Q W 0� 3a 0 wZo � � w a � 0 Q J Q W � Z � w � ~ O � Z � X a w Z J I..V Q � O F � F- W LL] � N tull REVI510 I REVISIO CfTY C MM C R C MM REVISfON 4 REVf510N 5 REVfSION 6 �oe No. CO213 DATE 11/12/�3 DRAWN BY RTC SHEET NO. A-2 ATT1C VENTILATION CALCULATIONS: ATTIC AREA 1 = 825 SQ. Ff./150 = 6 S.F. REQUIRED VENT AREA 6 X 144 = 864 S.I. PROVIDE RAFTER VENTS BY'SIMPSONS' MODEL� 258 OR EQ. (22-3/8" X 5-1/2') W/CORROSION RESISTANT MESH BEfYVEEN RAfTERS. NEf FREE AREA PER VENT = 47 S.I. (19) RAFTER VENTS = 893 FREE AREA PROVIDE LOW PROFILE EYEBROW ROOF VENTS BY'SIMPSONS' MODEL� 20 OR EQ.W/CORROSION RESISTANT MESH LOCATED AT HIGHER END OF ROOF SLOPES. NEf FREE AREA PER VENT = 48 S.I. (7) LOW PROFILE ROOF VENTS = 336 S.I. FREE AREA 658 + 336 = 994 S.1 / 144 = 7 S.F. TOTAL FREE VENT AREA PROVIDED ROOF VENT SYMBOL p LOW PROFILE ROOF VENT 0 RAFTER VENT ATfIC AREA 2 = 394 SQ. Ff./150 = 3 S.F. REQUIRED VENT AREA 6.6 X 144 = 432 S.I. PROVIDE RAFfER VENTS BY'SIMPSONS' MODEL{j 258 OR EQ. (22-3/8" X 5-1/2')W/CORROSION RESISTANT MESH BETWEEN RAFTERS. NEf FREE AREA PER VErlT= 47 S.I. (10) RAFTER VENTS =470 FREE AREA PROVIDE LOW PROFILE EYEBROW ROOF VENTS BY'SIMPSONS' MODEL�j 20 OR EQ.W/CORROSION RESISTANT MESH LOCATED AT HIGHER END OF ROOF SLOPES. NET FREE AREA PER VENT= 48 S.I. LOW PROFILE ROOF VENTS = 288 S.I. FREE AREA 752 + 288 = 1,040 S.1 / 144 = 8 S.F.TOTAL FREE VENT AREA PROVIDED ASPHALT SHINGLES OVER 30/FELT GSM GUTTER AND DOWNSPOUT.TYP. Rff.NORniE�� ROOF PLAN SCALE:3/16'=1'-0" JN W° 0 N 0� �N C7 W,. �z a �a 2 4 QQ a o� �_ O �(' �? � Ow = a� 4Z >- �� ? �Q �g a z� �� oZ � 3W a F-W M W Z O w , � Z a 0 � w H O Z N Q Z Q J � L.L 0 � � � � w w ¢ N (U!I REV!SIO I REVISIO CITY C MM REVISION 3 REV:SfON 4 REV;SION 5 REV!SION 6 JOB NO. CO213 DATE 11/12/13 DF2AWN BY RTC SHEET NO A-4 �N Step 1 Step 2 W o 0 N �� LINTEL 4 LINTEL 1� 3� !4;\ ASPHALT ROOF SHINGLES �� t: (2)2 x 4 TOP PUTES OVER 30/FELT R-30 BATTI NSUL TYP. W " WINDOW PROVIDE 1'GAP BET, d 0 1 2'CDX PLYWD. ROUGH-IN 2: 2:SR1DS Ai 78'O.C. ISUL.�PLYWOOD SHT'G. Q OPENING WINDOW 3: SPLICE OVER CENTER OF � I SILL OPENING ? �� S'RUCR DWGS. Q Q Q %�5��. 4: �OS MIN.UP W/h180 f ; t`� . � :.� �u' � Z m p" 8 � 5: FlREBLOCKWC AT MIDHEIGFR Q �� OF ALL WALLS ONQt 8'-0� ° 2 X BATTER RADIANT O U m= Attach eill stri with to ed a level with rou h Attoch amb atri s with aide ed e even HICH.2-10d NAILS EACH � BOARD > BARRIER.TYP. _I�1 P P 9 � � P 9 END OF FlREBLOCKING. ��F� ~Z �v aill;extend beyond edga of rough opening a with rough-jamb froming. Start atrip WITH STl/C WOOD FRAMING. �F least B". Secure all building poper or similar 1'below lower edge of all�etrip and �� 8: Y MIN.EMBEDMENf FINISH S.S.O.TYP. Q� approved flashing material with galvanized extand 4�abova lower edge oT IinteL ;14; W =� naila or power driven ataplee. �� 7: 2 x 5 I U D k T R I M M E R M I N.A T Q d F"^' !1_'S;� JANBS.SEE FRNAING PLAN FOR ADDrtI0NP1 SUPPOfi�. 7/8'CEAIENT PLASIER. 2 X WOOD BLOCKING �U 'Q Z SEE TYP.NOTES. uj a Q B: 4 1/8'AMN.,9'IMX.FROM �ULKING.iYP. 2 X WOOD STUDS �� StLL END �O U N D O P E N I N G " Q Z 13'✓ ��,6' �"'w =r 9: 2x SILL w/2-t 6d NNLS SEE WINDOW �'y �Q Ut � Ste 3 Ste 4 �cH eNO �"m�� `� R-13 BATf INSUL. Q P P `.t t.: ;12 ,o: a-,e a eN O wu�s Z� �� C 11: 16d NAILS AT 24'MA7f.O.C. Z 1� W/2-16d EACH STUD 11'-6' O Z OR LE55 k 3-16d EACH a 2�min. ,�-�. STUD OVER 11'-8' 3 overlap , o 12: TYP.4X12 DFj1 HEADER (~j W N C B ,5��% SEE FW�MINC PLAN FOR SIZ6 OZ O Z 13: 5/B'DIA.X 70�ANCHOR A WINDOW HEAD � RAKE DETAIL a o BOL15 O 48'O.C. LF' N.T.S. N 14: 2x P.T.D.F.SILL A 15: STUD 70 SILL,TOE NNL 2-10d NAILS FACH SIDE Commencinc�at the bottom sole plate of the `�-� Install window into rough openinq with sill wdll,lay bwlding paper under sill strip. t8: 2-8d NNLS PER STUD cLAV ROOF nlE TYP.o�ER NNLER BD. ond amb flan es over revtous Instolled Cut any exceaa building paper that may extend ovea�o/e�oc.P�aQt o�t7t t � 9 P �' above the aill flange line on eoch aide of �Y'��TM��a�� flanhing. ANach heod flashing over the opening(shown aa dashed line).Do not cut GIASS WINDOW Z rt��Ert e 24'ac window flange. building paper horizontally so the paper �� "j' will lap over the jamb atrips.Install succassive 8' (n)ermow aooF w�T s�reooF vi.w lines of building paper(B,C,D etc)over jamb 9' CAULCKING r'a�t�a�nar� and head flanges,lapping eoch course. W000 WIN TRIM PROVDE 1' NR SPACE NOTE: y,a�� ,� A EXTERIOR WINDOW AND DOOR FLASHING STRUCTURAL SPECIFICATIONS SUPERCEED THIS NAILING SCHEDULE Fan�uo�oiNC w METAL DPoV I�'f' N.T.S. STUCCO FlNISH � WOOD AF'RON R-ao mQaw o nsuuna+ w H %� NAILING SCHEDULE "-�°R Q W000 FASpA Q � - sasmc u�an co�ttm w/slucco 3 Z � O % N.T.S. � . � �� 1M.`3'BLOqCa� 4Nq.E UYER S/6'EXTEFEpi CRAOE a SELF-FIASHMC A�UM.FR�E ROOF FRAMINC.S.S.D. 1/2'GYP.BD. �' �.BO.T�'P. WfiH NNJNG FLANGE INSTALL ��w� DOUBLE DONE OPENABIE 100x WATER i1GHT.TYP. � A35 CUPS � ROOF EAVES w� SNCCO CLEAR ACRYLIC SKYUGHT. ROOF SHEAIHING.S.S.D. O 24'O.C. ��Fl� BY'BRISTOIJiE ICC-6 No.6R-3177 RppF TILE 0/ROOF FFLT 0/ H2.50 FA 7�B'STUCCO FlNISH O/ BATT INSUUTION R-�a n��,�a�su� PlYW00D SHTG.IYP. �� MiL MESH 0/ 2 LAYERS GRADE'D' � C.I.CUTERS k DOWN � BUILDING PAPER SPOUTS � E-N• •ANY EAVE NI7HN 5'OF PROPERTY LINE 70 BE 1-HR J SKYLIGFTi FRAME FlRE RATED CONSiRUC710N � 1/2'PLYWOOD FLIXIBI.E FLASHING CONFOFaA E'N v � TO TILE NIN.4-1/2' R-30 INSUL � PROVIOE t'GAP BET. F Q EXfEND ROOF FEL7 70 RPFfER TAILS O 24'0. ISUL k PLYWOOD SHf'C. ' EL J 2'ABOVE ROOF.1YP. = U FoR flNISH SEE G WINDOW SILL � EAVE WITHIN 5'-0"FROM PROPERTY LINE " `� ATUCHm SKYLICM TO ELEVATIONS.7YP. 2 X BLOCKING PER w0��M•�• � N.T.S. N.T.S. SKYLICHT IAANUFS. 1/2'COX PIYWD. SPECS.IYP. WOOD FRAMING.S.S.D.TYP. SHEATHING n 2 X4 STUDS O i8'O.C.S.S.D. 2■STUDS W/R-13 INSUI. GYPSUN BOARD ALL 5106 OF 2 X4 STUDS O ��y�y�Typ. 16'O.C.W/ 2 X4 STUDS O R-13 INSUL. w00D FW�MiNG.S.S.D.ttP ANCHOR BOLT.SEE 16�O.C.W/ � TYPICAL EAVE DETAIL <e>cox PLYWD. STRUCT'L DWGS. R-13 INSUL RE��s�o � SHEATHING.TYP. ANCHOR BOLi.SEE N.7.5. FOR FlNISH SEE SfRUCT'L DWGS. <E>PLYWOOD FLOOR ELEVATION REV sio (N)PLYWOOD FLOOR SHEATH'G'O.C.W/ CfTY C MM SHEATH'G�O.C.W/ R-19 INSUL PLYWOOD FLOOR R-19 INSUL CDX PLYWD. SHEATH'G'O.C.W/ REVISIO SHEATHING.SEE R-19 INSUL CfTY C MM STRUCT'L.DWGS. Np. REV;SION 4 Z REVi510N 5 Z � EXISTING FOOTING. � � SLOPE � Z REVISION 6 � �— SEE STRUCTL � � -III—III III owGS. � I,�'I I I—I I I—I I _� JO C O13 Ill—lll�i 2%BLOCKINCS/CLG.JOISfS I,�I I I I—I I I—I I I I—I I I—I I I I�,I _ _ _ _ DA 11/12/13 AT NEW CEUNC OPONG.TYP. —I I(=I I I�� I I I—I I I— L-I�I I I-I D�WN BY crv.eo.c�c..Tw. �,I I I—I I I—�� RTC SHE�T NO. 16 OPENABLE DOUBLE DOME SKYLIGHT G WALL INTERSECTION � FOOTING DETAIL A—� N.T.S. V N.T.S. 1-1/2'�1'-0' TITLE 24 CERTIFICATES JN w� 0 N �C� !�� W „ �Z d Da Q =H �Q Q a o� �_ o �� °~ � �w = a� dZ � �> » OW =—Q tn'a �J Z= �� O Z df �w a W° WZo � , W � Z a O � W 0 � H Q O UZ � < � H � W U � N W J � ~ � � � u J W G = U N N REV!SIO I REV'.SION 2 REV:SION 3 REV:SfON 4 REV'SION 5 REV'SION 6 JOB NO. CO213 DATE 11l12/13 Df2AWN BY SHEET NO T-24 GENERAL NOTES: 1.ALL WORK SHALL COMPLY NATH THE 2010 CALIFORNIA BUILDING CODE,2010 CALIFORNIA RESIDENTIAL CODE,2010 CALIFORNIA PLUMBING CODE,2070 CALIFORNIA MECHANICAL CODE,2010 CALIFORNIA ELECTR�CAL CODE AND ALL APPLICABLE STATE,COUNTRY,AND LOCAL CODES STANDARDS. 2.CONTRACTOR SHALL INFORM THE DESIGNER OF ANY ALL MODIFICATIONS TO THE DRAWINGS AS RE�UIRED AND/OR REDUIRED BY INSPECTOR AND/OR ANY GOVERNING AGENCY. 3.THE CONTR4CTOR,SU8 CONTRACTOR,AND OWNER SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE MAKER AND THEIR CONSULTANT FROM ANY AND LIABILITY CLAIMS,LOSES,OR DAMAGES ARISING OR ALLEGED TO ARISE FROM PERFORMANCE OF THE NA�RK DESCRIBED IN THESE CONSTRUCTION DOCUMENTS. 4.CONSTRUCTION CONTR4CTOR AGREES THAT IN ACCORDANCE W1TH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THAT HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. FOUNDATION NOTES: 1. FOUNDATION CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 2. UNLESS SPECIFIED OTHERWISE,REINFORCING STEEL SHALL BE DEFORMED BARS OF BILLET OR AXLE STEEL PER ASTM A615 GR4DE 40.FOR#5 AND BIGGER BARS,GRAOE 60 SHALL BE USED. 3. REBAR,DOWELS AND OTHER EMBEDDED ELEMENTS SHALL BE SECURED IN PLACE BEFORE POURING CONCRETE.REINFORCEMENT SHALL BE CLEAN AND FREE OF EXTRANEOUS MATERIAL. 4. REBAR CLEARANCE: A.3"CLEARANCE SHALL BE PROVIDED WHERE CONCRETE IS CAST AGAIN EARTH, 8.2"CLEARANCE FOR CONCRETE EXPOSED TO EARTH OR WEATHER BUT CAST AGAINST FORMS, C.3/4"CLEARANCE FOR SLABS AND WALLS NMERE CONCRETE IS NOT EXPOSED TO EARTH OR WEATHER. 5. LAP ALL REINFORCING SPLICES A MINIMUM OF 48 BAR DIAMETERS BUT IN NO CASE LESS THAN 24". 6. ANCHOR BOLTS: A.ANCHOR BOLTS SHALI BE A307 STEEL,WITH AN ACNAL DIAMETER OF 5/8" AND SHALL BE 70"LONG MINIMUM.EMBEDMENT INTO CONCRETE SHALL BE T' MINIMUM. B.EACH ANCHOR BOLT SHALL BE ATTACHED TO MUD/SILL PLATE W1TH AN IRON PLATE WASHER Of 3"X3"X0.225'AS PER R602.11.1. C.iW0 BOLTS MINIMUM EACH PIECE OF MUDSILL PLATE. D.ANCHOR BOLTS SHALL BE MINIMUM OF G',BUT NO MORE THAN 12"FROM EACH END OF THE SILL PLATE. E.ANCHOR BOLTS MAY BE SUBSTITUTED BY EPDXY ANCHORS OF EQUAL DIAMETER,AND INSTALLATION SHALL FOLLOW APPROVED ICBO REPORT. 7. HOLDOWNS: A.HOLDOWN LOCATIONS SHALL NOT BE SCALED OFF OF FOUNDATION PLANS. THEY SHALL BE LOCATED BY CLOSE EVALUATION OF ARCHITECTURAL FLOOR PLANS,SHEARWALL PU1N5,AND THE FR4MING PLANS, 8.FOR ALL HOLDOWN INSTALLATIONS, CONTRACTOR SHALL REFER TO MANUFACTURER'S SPECIFICATIONS FOR EMBEDMENT, COVER4GE AND OTHER REQUIREMENTS. FRAMING NOTES: 7. FLOOR/ROOF SHEATHING NOTES: A.FLOOR AND ROOF SHEATHING PANELS SHALL NOT BE LESS THAN 24"INCHES VNDE,UNLESS AIL EDGES ARE SOLIDLY BLOCKED. B.FLOOR AND ROOF SHEATHING SHALL BE tNSTALLED W1TH THE FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS BELOW,STAGGER THE ADJACENT PANELS BY 4 FEET,GLUED AND NAILED WITH 10D SCREW SHANK COMMON NAILS AT 5'O.C.AT ALL PANEL EDGES AND AT 10"O.C.AT ALL INTERMEDIATE SUPPORTS FOR THE FLOOR SHEATHING;AND NAILEO(WITH NO GLUE)V1ATH 8D COMMON NAILS AT 6"O.C..AT ALL PANEL EDGES AND AT 12 O.C.AT ALL INTERMEDIATE SUPPORT FOR ROOF SHEATHING. C.THE SHEATHING PANELS SHALL BE INSTALLED SUCH THAT THERE IS AN 1/8" GAP BENVEEN PANEL EDGES TO ALLOW FOR POSSIBLE SVvELLING AND/OR EXPANSION. 2.WALL FRAMING NOTES: A.CDX OR OSB SHEATHING VNTH APA SPAN RATING OF 24/0 OR BETTER SHALL BE USED WITH AIL PANEL EDGES BLOCI�D AND NAILED PER THE SHEAR WAIL SCHEDULE. ALL INTERMEDIATE SUPPORTS SHALL BE NAILED 1MTH BD COMMON OR GAIVANIZED BOX NAILS AT 12"O.C. B.2X JOISTS AND 4X BEAMS SHALL BE DOUGLAS-FIR LARCH#2 OR BETTER, C.STUDS,TOP PLATES,SILL PLATES AND POSTS SHALL BE DWGLAS-FIR LARCH STANDARD GRADE OR BETTER FOR HEIGHTS UP TO 10FT.,AND DOUGLAS-FIR LARCH�2 OR BETTER FOR HEIGHT GREATER THAN 70Ff. D.MUD SILL,WOOD IN DIRECT CONTACT W1TH CONCRETE AND OTHER MEMBERS LOCATED WITHIN 8" OF FINISH GRADE SHALL BE PRESSURE TREATED DOUGLAS-FIR LARCH. E ALL LUMBER SHAIL HAVE A MOISTURE CONTENT OF 19%OR LESS PRIOR TO PLACEMENT, 3.ST�CK FRAMING NOTES: A.U.O.N.,ALL CEILING JOISTS SHALL BE 2X6 AT 24"O.C.(MAXIMUM SPAN IS 10'-Q") B.U.O.N.,AIL HIPS,VALLEYS AND RIDGES SHALL BE 2X8. C.KICKERS SUPPORTING PURLINS ARE TO BE 2X4 SPACED NO MORE THAN 4"-0" O.C. 4.HARDWARE: A.ALL FRAMING ANCHORS,STRAPS,HANGERS,POST CAPS,COLUMN BASES, HOLDOWNS,ANGLES AND CLIPS SHALL BE MANUFACTURED BY SIMPSON OR EQUAL.NAILING SCHEDULE SHALL BE IN ACCORDANCE W1TH THE PRODUCT REQUIREMENTS FOR MAXIMUM TABULATED LOADS, UNLESS NOTED OTHERNASE,SIMPSON TVPE"N"NAILS SHALL BE USED WITH THE ABOVE FRAMING CONNECTORS. B U.O.N.ALL FLUSH MOUNTED SINGLE FLOOR JOISTS SHALL USE LU210 HANGERS AND ALL FLUSH MOUNTED SINGLE ROOF RAFTERS SHALL USE LSLF HANGERS. C.U.O.N.ALL FLUSH MOUNTED SAWN LUMBER BEAMS OR MULTIPLE JOISTS SHALL USE"HHUS'HANGERS. D 76D AND 10D FASTENERS ARE COMMON NAILS AND SHALL BE USED THROUGHOUT THIS PROJECT EXCEPT ALL TOE NAILING SHALL BE 80 NAILS. 10D COMMON NAILS MAY BE REPLACED W1TH i6D SINKERS.BOX NAILS SHALL NOT BE USED UNLESS SPECIFIED. E.ALL NAILS EXPOSED TO THE WEATHER SHALL BE HOT-DIPPED GALVANIZED NAILS SHEARWALL SCHEDULE: A=310p1f 'Shear:15l32"CDX or OSB •F2me:Dc DP at 75'o.c.,Bbck All Panel Edges 'Edge:10d Comrtan @ G o.c. •Field:tOd Common @ 17'o.c. 'Sill:LTP4 every 76'�LVULSL Rim or (4)t6d common every 15'Into 1.75"Min."I"JoisU8lodc '81ock:A34 at 72"/A35,LTP4 at 16'o.c.@ LVULSL Rim or (4)t 6d Sinker at 15'(one at 3.S o.c.)�"I"JoisUBbck B=460 plf ------------------------- 'Shear 15/32"CDX or OSB •Frame:2X DF at 1 G'O.C..,Block Alt Panel Edges 'Edge:70d Common�4"o.c. 'Field:tOd Common�1T o.c. 'Siu:LTP4 every 17'�LVULSL Rim or (6)i 6d common in 2 rows every 7 G'into(2)7.75"wide or (1)2.5""I"Joist/Block 'Block:(2)A34 at 1 G'or A35/LTP4 at 1 T'@ LWLSL Rim or (5)76d Sinker in 2 Rows at 15'(ore at 6"o.c.)�"I"JsUBIk C 600 plf ------------------ 'Shear:15l32"CDX or OSB 'Frame:2x DF at 16"o.c.,Block All Panel Edges 3x members shall be used at atl abutting panel edges occurring at sill,top plates,end posts and studs, the foundatbn sill shall be 3x P.T.D.F. 'Edge:70d Common @ 3"o.c.8 nails shall be staggered 'Field:tOd Common @ 77'o.c. 'Silf:LTP4 at 10"o.c.�LVULSL Rim or (8)16d common in 2 rows every 1 G'into(2)1.75"wide or (1)2.5""I"JoisUBlock 'Blodc:A34 at 6"/A35 LTP4 at 10"o.a @ LVULSI Rim or _(8)16d Sinker in 2 rows at 7 G'(one at 3-5"o_c_)@�'I"JsVBIk D=770 pM •Shear 15/32"CDX or OSB 'Frome:2x DF at 16"o.c.,Block All Panel Edges. 3x members shall be used at ail abutting panel edges occurring at sill,top plates,end posts and studs. The foundation sill shall be 3x P.T.D.F. 'Edge:10d Common @ 7'o.c.8 nails shall be staggered •Field:10d Common�17'o.c. 'Sill:LTP4 at 8"o.c.�LVULSL Rim or (10)16d common in 2 rows every 76"into(2)1.75"wide or (7)2.5""I"JoisVBlock 'Block:A35/LTP4 at 8"o.c.@ LVULSL Rim or (70)i6d Sinker in 2 rows at 1G(ane at 3"o.c.)@"I"JsUBIk SHEARWALL NOTES: 1. A. CONTRACTOR SHALL REVIEW ALL TYPICAL SHEARWALL CONNECTION DETAILS PRIOR TO START CONSTRUCTION. B.ALL SHEAR MATERIALS ON SHEARWALLS SHALL BE EXTENDED FROM HORIZONTAL DIAPHRAGM TO HORIZONTAL DIAPHRAGM. 2.SILL NAILING A.SILL NAILING IS THE FASTENING OF THE SILL(SOLE)PLATE LOCATED AT THE BOTTOM OF THE SHEARWALL THROUGH THE HORIZONTAL DIAPHRAGM(FLOOR SHEATHING)INTO THE FRAMING MEMBER BELOW. CARE MUST BE TAKEN TO ENSURE THE PENETRATION OF THESE FASTENERS INTO THE BLOCKINGS,RIM JOISTS,BEAM OR CONCRETE SLAB BELOW. B.SILL NAILING DOES NOT APPLY WHEN SILL PLATE IS RESTING DIRECTLY OVER CONCRETE SURFACE.IN THIS CASE,ANCHOR 80LTS AS INDICATED ON THE FOUNDATION PLANS SHALL BE FOLLOWED. C.SILL NAILING MAY BE OMITTED AND REPLACED VNTH A MINIMUM OF(2)i6D AT 76"O.C.FOR THE FOLLOWING CONDITIONS' 'AT ALL NON-SHEARWALLS •AT PERIMETER SHEARWALLS WHERE THE SHEAR MATERIAL (PANEL)COVERING THE UPPER LEVEL SHEARWALL IS ONE-PIECE EXTENDED CONTINUOUSLY ACROSS THE FLOOR THICKNESS TO THE RIM JOIST(UPPER FLOOR CONDITION)OR THE MUD SILL (GROUND LEVEL CONDITION),IN THIS CASE,SHEARWALL EDGE NAILING MUST BE PROVIDED AT TWO FOLLOWING LOCATIONS: -ALONG THE RIM JOIST OR BLOCKINGS AT THE FIOOR THICKNESS -ALONG THE SILL PLATE OF THE UPPER LEVEL SHEARWALL 3.BLOCK NAILING A.BLOCK NAILING IS THE FASTENING OF BLOCKINGS,THE RIM JOISTS OR THE BEAM LOCATED DIRECTLY BELOW THE SHEARWALI TO THE TOP PLATES OR BEAMS OF THE LOWER LEVEL. B.A35F CLIPS MAY REPLACE A35 CLIPS NATH THE EXCEPTION THAT IT IS NOT PERMITTED WHERE NAILS WOULD BE DRIVEN INTO LAMINATION OF LUMBER. C.ALL BLOCI4NGS OTHER THAN THOSE LOCATED UNDERNEATH THE SHEARWALL SHALL BE HELD IN PLACE BY THE FOLLOVNNGS: 'FOR ZX BLOCI4NGS,JOISTS:3D TOE NAILS SPACED OF MAXIMUM 8"ON CENTER. 'FOR TJI OR SIMILAR BLOCKINGS OR JOISTS:76D SINKERS AT 8"ON CENTER VERTICALLY APPLIED THROUGH THE BOTTOM CHORD. 'FOR TIMBERSTRAND OR SIMILAR VERTICAL-LAMINATED LUMBER A34 AT 76"IS RECOMMENDED. D.AT PERIMETER SHEARWALLS,THE BLOCK NAILING PRESCRIBED IN THE ABOVE SCHEDULE MAY BE OMITTED AND REPLACED PER 3.B.ABOVE IF ALL THE THREE FOLLOWING CONDITIONS ARE MET: 'THE SHEARWALLS OF THE UPPER LEVEL IS STOCKED OVER THE LOWER LEVEL(VERTICALLY&HORIZONTALLY ALIGNED). ' THE SHEAR MATERIAL (PANEL) COVERING THE LOWER SHEARWALL IS ONE-PIECE EXTENDED UPWARD CONTINUOUSLY ACROSS THE TOP PLATES AND THE FLOOR THICKNESS AND EDGE NAILED TO THE RIM JOIST OR BLOCKINGS ABOVE. 'EDGE NAILiNG PER THE LOWER LEVEL SHEARWALL IS PROVIDED ALONG THE UPPER TOP PLATE OF THE LOWER LEVEL SHEARWALL. 4.PANEL JOINTS VS.3X FRAMING WHERE SHEAR MATERIAL IS APPLIED ON BOTH FACES OF A SHEARWALL AND NAIL SPACING IS CIOSER THAN 5'ON CENTER, ALL THE FOLLONANG REQUIREMENTS SHALL BE MET: A.USE 3X SILL AND 3X TOP PLATE VN1EN THE HORIZONTAL SHEAR PANEL JOINTS OCCUR AT THE SILL AND THE TOP PLATE. B.THE VERTICAL SHEAR PANEL JOINTS OF OPPOSRE FACES SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS UNLESS SUCH FRAMING MEMBERS ARE 3X OR THICKER.WHEN 3X ARE USED,THE NAILS ON BOTH SIDES OF 3X SHALL 8E STAGGERED. 5.NAILS: ALL COMMON NAILS SPECIFIED IN THE ABOVE SCHEDULE MAY BE REPLACED W1TH HOTOIPPED GALVANIZED BOX NAILS.MINIMUM NAIL DIAMETERS SHALL BE 0.731"FOR 8D NAILS AND 0.148"FOR 10D NAILS FLOOR JOIST PER PLAN WI HANGER MU�SIIL PER PLAN 6' 5" Min M�n ao' FGGESS OPEnING ` EXISTING FOOTIt19--� STEM 2.STEM WALL ACCESS DETAIL MIN(12)16d PER SPLICE (16d�8"O.C.WHEN SP�ICE IS 8'0..) ---- $LICE L>_ ' TOP PLATES i i 2X STUD IMMEDIATELY j � BELOW SPLICE,NP i � 2X STUD�16"O.0 LF4 NGER TYP. U.O.N. .TP4 EACH 31 SPLICE L<4'-0" STA36,U.O.N �OTAL 4) � Ea EQ i NOTE�.STRAPS WIDER THAN 1 j'SHALL BE NAILEO FLATVNSE ACROSS TOP PLATE ON�Y ATTENTION�. THIS DETAIL APPLIES ATALI EXTERIOR WALLS "�" AND�OR SHEAR WALLS. AT SHEAR WALL APPLICATION,OETAIL SHALL APPLY TO ENTIRE LENGTH OF WALL THAT CONTAINS THE SHEAR WALL(S). . LOCKING AND JOIST NOT SHOWN FOR FLUSH BEAM OR CLARITY JOIST ST6224 �STRAP U.O.N. NAIL PER MANUFS TOP PLATE NOTE.USE EVERY OTHER OF WALL NAIL HOLD ON"I"JST/LVL PER OTHER BEAM OF NMICH THE W1DTH�FLUSH BEAM DETAIL IS LESS THAN 2�EQUAL EQUAL T6224 STRAP BEAM OR HEADER TOP PLATE OF WA�L PER OTHER IDETAIL mDROPPED BEAM 6.BEAM-TO-TOP PLATES CONNECT ABBREVIATIONS R 6 B ABOV�AN'J l;LJW h T, F I G 1 A.l. AnCnORlOLiS ��0. INVORMAIIOM R 6 V R E D V E �v I N�E R I O R A.F� AlOVE fInIS��LOOR 1. 1D15' A,uGER AP.A M1[RNAN IYMOODA5S0. 1.1. 1�R C t L R U 5 5 Art�w ARCwI!ECtuRA'. [I 14 G POSt I.f.W !�'.'.OV�RAME�MA�.'. LCC LOCRII�N 1 E L !E l O W MANUF. MANUF�CIURER 6 l R'G !l O C R I N G M P i l M A i E R I R L !M SEAM MAi. MA%IMIIM erM. eor*oM M.e Mncn�veeoir �Rv DC�M'A�EN MIZZ MAIILEAfI�E�IRON CAN*. CANiIIEVER MIN MINIMUM C.J CEllCl.v�JOISt �H I N E W CLR CLEAA�vCE N/RI� G��•NP��I�iIrvG C.M.�. COMC.MASONRYIINR N.i.S. NOi TO SCAIE CO N�CONNECI.�DNNECiUi O.C O N C�F N IEE R CCNST CO,uS'9UCTION O I E N'G O P E N IN G CS�i CO�N�ERS�INi O.S� ONIErv1EDS'RAn0A0ARD G t R C E N i f R 1 C'S I 1 E C E 5 DBl OOUBLE IEYIM. IERIMETFR DEi DEiAIL PL/PLi �IAiE D.f OOIlGLRSfIR IlC 5 PLACFS D I A D I A G n O L I l Y O I L Y W O O D DIAPH DIRPHRAGM 1.i. 1PESSURElREAIFD o r o 0 o w x n r x a r r[a s D W G D R�W I N G R 0 W 0 R E D W W O D IEq� E%�EACn RE�� RE��INIYG E.� E�^M fnCF R ROO: E l E/E L E V E l F�V A i I O N 5.P.D. S E E A R C N D F W'G 5 EM! EMlEDMENI SCH. SCHEOU�E E E 0 G E A I� 5 E C. 5 E C i I D N E O. F O U A L 5 X i 3 F E t E.M. ER�X wAY SH'G SHEA�TING E.W E.F.EACX WAY EPCN FACE 3 I M 5 I M I L A R Exi. EE1t^ERIOR S�MC�'� SIMISOpqiCRO�NG f.F. fIVISN FLO�R SPECS 31ECIfICAIlONS f. iJll NEIGMT 50. SOUARE r.N.o.e ruii Neic�r r e`oe. s T i s r e e� fIN F NISn STRUCT. 5*RUCTURAL r.i F�ocx oisr s.ws. snenxw�uscxeou�e f L R f t�00 R 5 W.i SXEA9 WAL�LYiE f.N. fIEID NAI� i6! iOP Ar+D BOttOM fivD�H iOUVDAiIOri i6G t0'+GUEADDEGNOO�E F.O.C- FqCE OF CONCREiE T.O. T 0/ O F f.O.S FACE OF StUD3 i.O.C. iOP Of CONCREiE r riaerinee r.es.�. rorovsue-��coa iTG. FOOTIHG i.O.W. �01 Of w�ll iRM'G FRAMING i0i iOiAL f.w.o9.fullwloTnoie�.oc. rrr. irrlcAl G GA GF Il.NO. 11N�ESSNOiEDOiNERW6E G�LV. GALVANY2i0 U.^v.N UN.ESS014ERW6ENOtED G A A. G A R n G E yERi VF41Cwl G E.�. GAp.E END IFUSS .NpW WN�W G. G12DERiRUSS ,hw� y�E.OE�JWIREfqBRIC X pP N EA D�E R '�'! W6N X G R M A N G F R W/O Wrt'HOUf Hcelz H�RlzorvrnL m qT II �MNLEL NOiE:REfERTOSMIS�NSfROnG- � IE4PEN�C�iAR inE CO 5 CqiAIOGJE FOR i CENiEFINF HnROwn.xE eew[vin�icM u rn.vc[�+ /_ 51F�lANG�E 'I.TYP.TOP PLATES(AT EXT WALLS AND SHEARWALLS) 2X KING STUD 3.OPENINGS ON SHEARWALLS 2X BLK'G CS16 STRAP ABC &BLW OPENING. (ENTIRE S.W.) CS16 STRAP ABC &BLW OPENING. 2X BLK'G 2X KI NG STUD NEW ONE STORY ADDITION AND REMODEL 10230 PENINSULA AVENUE, CUPERTINO, CA; APN 326-22-021 INDEX OF DRAWINGS: S1 STRUCTURAL NOTES/DETAILS S2 FOOTING STRUCTURAL DETAILS S3 FRAMING STRUCTURAL DETAILS S4 FOUNDATION PLAN SS CEILING/ROOF FRAMING PLAN C1 SITE IMPROVEMENTS 7�il.t tW2�(t)FA.9TE1vER c('HFDI�LE FOA YfRUI'Tl'RAL l�M8ER5 a.Afl�uY,m smwhh cv�m�n.bu.�a AF�mrl�huit,a.a 1yi w►r:wL�rwixc stw J.Vii,:.wd lirt Mmnm�and.he�tlrinp sw�ctirm.ldl Mre mMiman a'ersp<MMinf y{eN unnyM�u!Mww�.Ao ksi i.x,n.nk al,m..r ato�9�:.t Cw cowun wn,w tsi ru+h.et,G.w�a,4�e!a.n o.�az i.ce Mc �ot Iarya!�u Q l�?ad�W 1 W lil kr al�i imnt.r.efH.IlS incY ur k». b.Cupk.sv 16�ye ain ae6 Wv s�inMrm��JacY a�S;aefmr:im.�n wiM <w�+ar e.w„cw■.��.R m�e�o.«.w a,u�,m�s�=n�x�.en� Ierec. Q kc��frowW,�Y•lua a M6oc�M�.�.tom prri�hall Lc applicd vaaaUy. •.fq�aayaf I�wp�eni�i�.l�,l in Mi.wMe�Ar111x Mwl�w TaAk Rr0_.:1'i. f For nyiau��iy Auu wu1 rpenl uF!10 mph a pnauc td 4firm�J I:�::�0 I?Ol a+il+�halt be �+M fn abcleq phwwwi aod uuN auenval}�d roof MadnF w fnurup nNr msim�an lYmi e Madn •wa.Y�ma yAk:W waL.It r:r no!kiyb�mic d¢Ia ixz R w 35 Wv�ram. F ivt sqP�YnWI Ari.aial ap++d uf 10��h u ks�,aN.ku awe6ot wud�.unl pr�sl nwl" Ma4q r yd�N end wolt IFsnY��IUtI lre�aud e ikl�x�»ctnw.11Ta ha i:w�MC�MN u pm u,.��nu qr.nih fu awlq�+rr�Mor,YeaWin�w'an.m'L u.qK�vu t4nu t�e,p.sn e io�us ai avrt!w mi�wn�ufmf.MSmc.Wm�,a..5 aoJ pb4•.vl wall•:�11 w3c>:m wv.r�. pNc aJ xa9 liam+� ♦feyp�pn cheaMi�P chotl on�irrm m.�tiiM f 1 tN.aM aholt he imlallnl a xecwdance wM R 1!5? ►iTnboard rWntisg�Snll maf vm n ASIM C:oe. i spw;�y«r.wsn w a,oc�h.t4w v��sv�:>w y..:l ca{cs�,{�uw Fy Eco�w�ba, xd�rynved hMd"wY..wl r aM:M.�wrf�n.n.N..%�u.m�ol 1aW�a..n n.�l.hewlur�ost edyea a�tK��,p.od.�..yq�:d ny�r.ee�b;...i�n�e ei��s.n4.uo��rroorM n�v +WAra o-+n+ce�.c�*C�+wW.r a�e tr.d.�wcne�n emt nv ec ao.;nw e.�q,..rwu.ea ns aWa prnuicm.d d�i�.ak.!Im p�ru�sw Well Ue mpyo�ce�M SmnP vwm6:ys m¢fid l+kckmp. Qp,OFESS� �`pp'� ��yZ Q�f C 78349 � # EXP12/31/10 * �q CIVI�- 3 � _ 4a m= �_ �� 2� Q Z a¢ �� =Q QJ �S � �W W'z 0 � a J W � a W V W z � M Q {�i ~ F Consulting 15 Macintyre Dr 1 San Jose,CA 95136 408.512.8400 jfplans@gmail.com REVI510 1 __01.03.74 _ REVISION 2 REVISION 3 REVISION 4 REVISION 5 REVISION 6 JOB NO. 122571 DATE 12.31.13 DRAWN BY MK SHEET NO S-1 Tt-11SIDINGS.TYP. ASPHALT SHINGIES.TYP. �\ �� `. � , � EXISRNG SINGLE HUNG � WINDOWS.TYP. \ry��\ � ,� � TOP OF PlA i � � � � o � � o GSM 1 DOWNSPOUT. 1 TYP. I ,�_riooR uNe 1 GSM IXISTING ENTRY DOOR. DOWNSPOUTS EXISTING STUCCO n'P. WALL FINISH.lYP. WEST/FRONT ELEVATION scA�: ,�4•_,•—o- NEW ASPHALT SHINGLES TO MATCH IXISITNG.TYP. NEW HORIZ.SLIDING WINDOWS. iYP. STUCCO WALL FINISH TO MATC EXISTING.TYP. EAST/REAR ELEVATION scn�:i/4•=i'-o• R�Cp�VUL nn.wn. WALL FlNISH.TYP. Ilr. NORTH/LEFT-SIDE ELEVATION SCALE: 1/4'=1'-0� .. �� r� �� LJ L■J LJ LJ DOP NSPOUTI ,�J�TMP NSPOUT. 1 /�A GSM DOW NP. H Nc. uTE� IE_� NEW ASPHALT SHINGLES TO MATCH EXISITNG.TYP. NEW HORIZ.SLIDING WINDOWS. iYP. � m FLOOR UNE � GSM GSM DOWNSPOUT. DOWNSPOUT. 7yp, Typ, SNCCO WALL FlNISH TO MATCH ��..`.�. .__.__. D(ISTING.TYP. SOUTH/RIGHT-SIDE ELEVATION S�A�: ,,+-_,�_o- JN W° �N �� N C� �Z a �a 2 Q aa a o� �_ � N V �~ �� y,U Q�` �� W =��Q f/)¢ �J Z= �� Q Z � �w a �W� WZo � � W a � O O w H O z � ¢ N Z O � Q � w J W WJ F � � J � � REV!Sf0 I REVISIO CITY C MM REVISION 3 REVISION 4 REV`.SION 5 REVfSION 6 JOB NO. CO213 DATE 11/12/13 DF2AWN BY RTC SHEET NO A-3 FLASHI NG AS OCCURS SEE ARCH.DRAWINGS CONC.SLAB PER PLAN AT PORCH �'EXPANSION MATERIAL_,,— � . IIIIIIIIIII —I I— . . . '°.—I I I—I I I • . SEE DETAI L 1/S2& 2/S2 FORINFO.NOT SHONM 16.RAISED WALL AT ENTRANCE/PATiO SILL PLATE FTG. GIRDER (E)RIM JOIST 1 ZX LEDGER GH HANGER o ° • F�OOR JOIST ,WS26 0 o LUS26 � � ATTACH o LEDGER W/ 2-STAGGERED ROWS OF SDS LUS26 TO LEDGER '%"X5"EVERY 16" IF SIAB AND FOOTING ARE NOT POURED TOGETHER AT THE S4ME TIME(MONOUTHIC POUR),THEN TWC�(2)#4 CONTINUOUS STEEL BARS(ONE ON THE TOP 8 ONE ON THE BOTTOM)MUST BE INSTALLED IN THE FOOTING OTHERWISE ONE#5 BAR AT TOP OR BOTTOM OF FOOTING AS PER CBC 1908.1.15. WI�OD STRIICTURAL PANEL SHEATHING VNTH A MINIMUM THICKNESS OF Sfis'IN ACCORDANCE W1TH TABLES 2309 9 3(2)AND 2308.9.3(3). 7'or 3"O.C.Nailing For Structural Shear Wall Panels Per Structural Plans 2 Rows of Staggered Nails at Panel Edges 1 Row of Staggered Nails at Panel Top 8 Bottom Edges 7'or 3"O C Nailing For Structural Shear Wall Panels Per Structural Plans I NAIL SPACING PER iSTRUCTURAL I I PLANS � 3/4"MIN FROM FIRST CENTER LINE OF PLY I I�ROW OF NAILS BRK—i�3/8"MIN FROM CENTER OF PLY BRK NOTE:Space panel edges�inch Reduce spaang between lines of nails as necessary to maintain a minimum of 3/8-inch from plywood panel edges to minimize plywood panel tear out SHEAR WALLSTAGGERED NAILING DETAIL BRACKET MUST BE INSTALLED ON SILL PLATE FOR FULL VALUE FLOOR JOIST PER PLAN POST PER PLAN RETROFIT HDU2 HOLDOWN BRACKET �0 A307 ALL-THREAD RO (N)MSTCM6 @ SW POST SEE P OR LOCATION DR HOLES%"LARGER AN ROD fd AND EPDXY ALL-THREAD ROD W/ SI MPSON SET-XP EPDXY. SPECIAL INSPECTION PER ICC ESR#2508 REQ'D DURING INSTALLATION A 3"x3'k 0.229"THICK STEEL PLATE 6'Miv WASHER FOR 4"SILL PLATE 8 4.5'SQUARE WASHER ON 6"SILL PLAT 12.RETROFIT HOLDOWN WI MSTCM BRACKET MUST BE POST PER PLAN INSTALLED ON SILL PLA7E FOR RETROFIT HDU2 FULL VALUE HOLDONM BR,4CKET FLOOR JOIST %"0 A307 PER PLAN �L-THREAD ROD ALL ANCHOR BOLTS MUST HAVE A 3"x3'k 0.229"THICK STEEL PLATE i WASHER FOR 4"SILL PLATE& 4 5"SQUARE WASHER ON 6"SILL PLATE DRILL HOLES%e'LARGER THAN ROD 0 AND EPDXY z ALL-THREAD ROD W/ � SIMPSON SET-XP EPDXY. > � SPECIAL INSPECTION PER ICC N � ESR#2508 REQ'D DURING °� � INSTALLATION 1�4"MIN. �� 13.RETROFIT HOLDOWN DETAIL OST PER PLAN CONCRETE 2%SLOP PER PLA FOR DRAIN GE� d •;:,. .., z I � QI .,.,,� s:-..; aI o FINISH GRA • �e o:', p''' e.� '.� ..'�. PADGAR,4GE ,, f,I e' °e. ; 'I�.'. `�.:., —SUB-BASE ' i . .'-e�,1,.• / 14.TYP FTG AT PORCH TXI�TINO iTROCTORE �(E)WALL + � DRILL HOLE 8 EPDXY (E�ZX PLATE 4 BAR W SIMPSON SET-XP (E)T d G (5'MINIMUM EMBEDMEN� i. �(E)4X6 GI RDER ��(E)RIM JOIST FlNISHEDGRWND�8 MiN �� (E)2X MUD SILL � (E)8'STEM WALL t4 BAR ON TOP (E)FOOTNG �"� M)UNDERPIN CONC. FOOTNG i4 BAR� C1500 psi�28 DAI� 8'O.C. �� _' i'4 BARS�8'EA WAY � 18"X18" . .O. 15.EXISTING FOOTING UNDERPIN POST @� PB U.O.N. rin.irE Pe�PSs AB/ABU AT CORNERS. P� DRAWING CONC COVER 2" MIN,4 SIDES CONC SL4B W/ s�VNNF.U.O N J N� N W ,e�..�n. w .e..�.e. w w � � ,�EE FL�IL�LPI.AL� 8.TYP.PAD FTG AT PORCH 4X CONTINUOUS POST THRU FLOOR— SOLE PLATE FLOOR CDX� FLOOR JOIST (EXI STI NG) (2)16d SINKERS EACH BLOCK 4X6 POST W/ CBSQ46 OR SIM.— 2X P.T.W/(2)16d NAILS INTO CON°._ PAD GRADE� POST FTG PER_ PLAN � � � 18"X18"U.N.O. �, SEE PLAN ON S-4 9.TYP.INTERIOR POST FOOTING FLOORI NG NEW STRUCTURE :X S DS IF {>�2�_0„� "CDx TYP. E N.� 2X P.T SILL W/ NEW FLOORING-�\ 2-5/8"4i A.e. \ EA.SILL N W (4"FROM LEDGER— ENDS,}"�A.B. IN SEISMEC NEW FLOOR JOIST 3� -- --._ .- LUS260R SIMILAR / �;: SDS 025X3.5�12"O.C.J STAGGERED J NEW CRAWL SPACE � f � �O z do j � ��LEDGER (N)FLOOR J SDS 025X3.5� �.a STUD ��a •, o v � PAD GRADE ',°•e ' � ae , s s�. �.�.. .,._,.,.° 10.TYP FTG IN GARAGE (N) �G (E)FTG. #5 BARS, T&B. DRILL�"0 E 8 EPDXY #5 BAR WJ IMPSON SET-XP S��' -2508 TYP. °x NEW FTG.!/TO(E)FTG (N) FTG. 1/5 BARS, T&B �(E)FTG $' 5' NEW FTG.j TO(E)FfG 11.NEW FTG.TO(E)FTG. I EXISTING STRUCTURE �EXISTING WALL AS PER PLAN EXISTING �j�EXI5T1 NG RI M �� ISTINGFLOOR � JOIST �� EXISTING SILL PLATE q! p EXISTING FOOTING � FJ(ISTING CRAWL SPACE 4.INT.FTG JSTS TO LEDGER HEAR NAILING � PER S.W S. 10d @ 6"O.C. HEAR WALL PER PLAN FLOOR CA� LR JST PERT. TO FNDN.WAL II 2X LK MAY B ADD'L 2X 4X ERE REQ'D �� LOCK �� WHERE BY I S.WS. BLK NAILING PER S.W. II a P.T SILL W/AB II PER PLAN 1 S2 SI �—�I�—� °. °—��—�� a< . 5.INT.FTG JSTS 1T0 STEM WALL SHEAR NAILING PER S.W S. SHEAR WALL PER PLAN 10d@6"O.C. FLOOR C LR JST PERT. , � _ TO FNDN.WALI, 1 II 2X BLK MA E V I 4X WHERE EQ' � BYSWS � �� 'C BLK'G A 19.2"-O.C.� BLK NAILING PER S.W. �� e SINGLE JST USED;6'-0"O.0 P.T.SILL W/A.B. �� DBL JST USED 7 PER PLAN ADD'L 2X BLOCK WHERE � �iEQ'D�Y S W S a' SE 1/S2, IM. '=111=I . : =1I1=111= -� .a' 6.TYP.INT.FTG.JSTS ll TO STEM WALL 10d�6"O.C. 2X BLK'G ADD'L BLK FLOOR CDX AT POST ABV II FLOOR JOIS7 �1 4X6 GIRDER PER PER PLAN q p�(5,MAX) 10'Max SPAN _ii ' (2)16d SINKERS EACH BLOCK PC AT BEAM SPLICE � 4X POST W/(4)-8d Z � TOE NAILS T 8 B EP844POST � ..�� BASE i� c0 PAD ," F GR.4DE � PAD FTC�PER PLAN ' � I � i � .1�,B.�X,g�—�' 7.TYP.INTERIOR PAD FOOTING PROVED EXTERIOR SURFACE OVER SILL NAILING PER S.W.S) MIN.15 LBlSQ FELT (�6d�8"O.0 AT NON- �'v SHEARWALL LOCATION) i SHEAR WALL Y , _A35 PER SHEARWALL PER PLANS U i N SCHEDULE, --FLOOR SHEATHING E �"� �E : PER PLAN � ' ADD'L BLOCK AT POST ABV.AND P.T.SILL W! � �AT C SHEARWALL ABV 4X BM A B.S.PER PLAN Y�` ��/ qT B SHEARWAI:L OR GREATER ��` —2xFLOORJOISTS EP SCREEDB'FRCM DIRT � ILESS SILL 8 SFEATING IS 5/8'DIA.ANCHOR BOLT�PIERS w/SHRWL fUR/LLLY DURABLE OR �I wl MIN.7"EMBED.�6'O.C.AND 12'FROM iERVATIVE TREATED) .� EA.END PROVIDE SIMPSON BPS/S-2(ALL C � ANCHOR BOLTS MUST HAVE A 3'z3'x 0.229' �� , � THICK STEEL PL4TE WASHER FOF2 4'SILL ��i j� � PLA7E 64.5 SWARE WASHER ON 6'SILL aD 8"MIN� ii; p�o,�� U.N.O � m CONC FOOTING W/1�14 T.&B �i; 2 BOLT#1 TOP � ' `i� �r��%��%�,-�``%��`%�� \ � �-_� �/� cO °� �\#4 CONTINUOUS STEEL BAR ' IN TOP AND THE BOTTOM � VERT#4 BAR SSTB BOLT �24"O.0 SEE SHEARWALL 18 PLAN FOR LOCATIONS 1.TYP.EXT.FTG PERPENDICULAR TO JST APPROVED EXTERIOR SI LL NAILING PER S W S) SURFACE OVER (�6d�8"O.C.AT NON- MIN.15 LB/SQ FELT -SHEARWALL LOCATION) � • �. /— SHEAR WALL �J P35 PER SHEARWALL PERPLANS (,%r�N ; SCHEDUIF—__FLOORSHEATHING E ----�-T-- -d-- PER PLAN I�� .. � 2XBLK'GAT19.2'O.C. P.T.SILL W! t � SINGLE JST; A.B.S.PERPLAN y y �8'-PO.C.�DBLJST_ y"` i �1 N£EG SCqEED '�/ ��, ^-�ac FLOOR JOISTS rrnnaa anr E - -.--._ -- ---- PER PLAN �vu�ess siva s+e�lr+c 5/8"DIA ANCHOR 80LT @ PIERS w/ 6 N�TUMLLY W MBLE Op PRESERVATIVE ��i� SHRWL w/MIN.T EMBED.�6'O.C.AND rxu�o � 12'FROM E0.END PROVIDE SIMPSON � BP-518-2(ALL ANCHOR BOLTS MUST HAVE� ��\�� A 3'k3'k 0229"THICK STEEL PLATE � WASHER FOR 4'SILI PLATE&4.5" m 8"MIN �i' S�UARE WASHER ON 6'SILL PLATE) U.N.O. , ',_____CONC.FOOTING W/1-#4 T.BB. �ir -2 BOLT#1 TOP "�\\'�, :\/�\,, `,� c /'�/ / � � ' //��/.�� &� : / #4 CONTINUOUS STEEL BAR L IN TOP AND THE BOTTOM VERT#4 BAR SSTB BOLT @ 24"O.0 SEE SHEARWALL 18"min p�qN FOR LOCATIONS 2.TYP.EXT.FTG./!TO JST. HDTYPE " E t SSTB16 125" 6' T 4 203" 6, Houe STB28 S817/8X24 24'/.. 8'� HDU71 SBIX30 24 " 8" HDUia 24�" 1T' HOLDONM NOTE ALL-THREAD PER PLAN o OD o 4X POST W/SHERA SHALL NOT BE USED o E.N.,TYP. IN PLACE OF M.B TYP ALL THREAD � TYPICAL � ' �� REINF PER �� ° E �� ° OTHER DET. o'�` SEE 1/S2 � � E � FOR FTG �� i� - — �� N 4d. SSTB BOL r' ' -I I I � s �' �-9 3"CLR. BEND WITHOU CRACKING SSTB�� OUTSIDE L-BOLT I, t �, 3.TYP.HD,PHD,HTT HOLDOWN SAME TIME(MONOLITHIC POUR),THEN TV�O(2)#4 TINUOUS STEEL BARS(ONE ON THE TOP 8 ONE ON BOTTOM)MUST BE tNSTALLED IN THE FOOTING. =R�MSE ONE#5 BAR AT TOP OR BOTiOM OF fING AS PER CBC 1908.1.15 C 7fi349 EXP 12/31/14 � J �7.� O � 0 � � W N � r� _ Z Q Q Q Q U m�.. � Z �z �_ � � `�a E' a =a' 0 U �.} 0 ? Q i a w �� : Q ='Q oJ a� � � z � Z a �S ON � o � W Z w z a 0 � J M � � W p Q Z � � Q Z � 0 LL w � � � w a _ � �, U F Consulting �5 Macintyre Dr 1 San Jose,CA 95136 408.512.8400 jfplans@gmail.com REVISION� 01.03.14 REVISION 2 REVISION 3 REVISION 4 REVISION 5 REVISION 6 JOB NO. 122571 D.1TE 12.31.13 C7R4WN BY MK SHEET NO S2 L_ BEPM AS PER PL/W� TOP PLATES CONTINUE FRPMING TO ROOF� COLUMN CAP NOTSH0IMJ 4X4 P ST W/POST cna Toa a sorronn 4X HEADER AS PER PLAN COLUAAN PER PLAN ro FouNannorr BEAM TO COLUMN CONNECTION 15.BEAM TO COLUMN CONNECTION SIMP MPA1(A35) Sd COMMONS 2-PER BLOCKING �6"O.C. SHEAR WALL MIN .BLOCKING l BOUNDARY N NG� 16d COMMON STAGGERED EXTERIOR SHEAR TOP PLATE TO BOTTOM SURFACE PER PLATE NAILING SCHEDULE 8d COMMONS SIMP MPA1(A35) @ 6"O.C. 2-PER BLOCKING @ SHEAR WALL t EA.BLOCKING BOUNDARY NAILI � 16d COMMON STAGGERED EXTERIOR SHEAR TOP PLATE TO BOTTOM SURFACE PER P�TE NAILING SCHEDULE SHEAR TRANSFER ALLOWABLE BORED HOLE 60%OF STUD WIDTH BEARING WALLS ONLY WHERE EACH BORED AND PARTITIONS NON-BEARING STUD IS DOUBLED PARTITIONS PROVIDED NOT MORE THAN TWO SUCH SUCCESSIVE STUDS ARE BORED ALLOWABLE CUT OR ALLOWABLE BORED HOLE NOTCH DEPTH IN 40%OF ANY STUD 40%OF W1DTH 5/8"MIN EDGE 5/8"MIN CLEARANC EDGE CLEARANCE ALLOWAB�E CUT NO BORED HOLES OR NOTCH DEPTH i LOCATED�SAME IS 25%OF STUD W SECTION WIDTH � OF STUD WHERE NO BORED HOLES W CUT OR NOTCHED LOCATED AT THE SAME SECTION OF THE STUD NMERE WHERE HOLES ARE OVER CUT OR NOTCH 1/3 PLATE WIDTH USE G.I. g 1 1/2"X 16GA X 17'LONG � EACH SIDE W/(5)Sd EACH END BORED HOLE 1 7/16"0 � �U3 L/3 U3� MAX.IN BEARING WALL 2 3/16'4J MAX IN —� NON-BEARING WALL --R��ta'�u�� 5/8"MIN EDGE CLEARANCE �� 7/8"MAX @ BEARING WALI a 1 13/16'@ NON-BEARING WALL OMBINED ALLOWABLE 2X STUDS AT 16"O.0 NOTCH IS(D/6)ONE SIXTH MAX.NOTCH OR DRILLED DEPTH OF MEMBER NOTE�.HOLES,NOTCHES AND HOLE PERMITTED IS(D!6) MIN.DIM WMO DRILLED SLOTS ARE NOT TO BE LOCATED ONE SIXTH OF RAFTER DEPTH HOLES NOTCHES OR ADJACENT TO UNSOUND OR SLOTS IN THIS AREA LOOSE KNOTS. D=JOIST OR RAFTER DEPTH PREFERRED LOCATION OF NOTCH IS AT TOP OF MEMBER. L=JOIST OR RAFTER LENGTH CUTTING,NOTCHING AND BORING 2X4 FRAMED TOP PLA WALL� � �I I��MPS V� P � y� POST pQ P� HEADER OR BEAM AT CORNER 11.HEADER AT CORNER 2X4 FRAMED WALL STRAP AT RIDGE CONNECTION RcoF �AND AS PER PLAN PLYWO� 4.COLLECT�R PE�FLAN 2x RdFTER �L"PC p 16'O.C. PE3 FIAN li``�� i�_\ SHEARWAL PE7 PIAN 12.4X COLLECOR RAFTER CONTINUOUS STRAP PER PLAN NEw LTP4 @ 16"O.C. ROCF P�_rw�. 2-MINIMUMlBLOCK S�EAhi'NG 4EW 4x------\ BLOCKING NEW 2.RA=TER N_W SH=ARWALL PER PAV,IAAY BE zx�voNrwau ov Einie�si�e 13.CONT.CMSTC16 COLLECTOR STRAP � � � 14.PONY WALL AT ROOF PI VWf)RHTH'C: � �\ 7.BEAM,UNDER RIDGE PLATE BEAM TO BEAM --.-..-.-...BM PER PLANS--; � r - _ _ ,,,- /i COLUMN�CAP COLU�MNCAP� � ' POST POST � PER PLANS PER PLANS r � 3.POST BEAM DETAIL ac BLVCG ;...... @ aa•o.c. � .........ROOF SHE7H'G PER PLAN B.N. � PLYWD SHiH'G-, PER PLAN ,-Tc BLK'G(TYP.) ....ROOF SHTH'G RAFTER---��-_. B.N., '�, PER PLAN�`��. '-' -.—__ ,�`•,� � - .�� TOE NAILED�-�` ' � W/160 @ 6"O.C. �'-_- :� __-. ' -,"�s '��/ � —2x FLAT ��. 16d�6'o.c. ......_..�(.: .,. .....,,,"..,..,.,�.,��...�,.,... ��, ROOF PLYWD SHEATHING� �E.N. 2X BLK'G�4'-0"O C.J/ �SHEAR i A35 CLIP� WALL 2X4 STUD @ 16"O.C.U N O E.N. STRUCTURAL WALL SHEAR WALL �', SOLE PLATE NAIL TO SEE JOIST OR BLOCKING �gNEAR WqLL E.N �S HEAR WAL L E.N. A35 CLIP ��. 2X4 Q 16"O.C.U.N.O. SHEAR WALL STRUCTURAL WALL SEE �' SCHEDULE �, SHEAR TRANSFER AT ROOF INT.SHEAR w/RAKE � WAIL ' 9.SHEAR TRANSFER AT INT.RAKE WALL � EXTEND SHEAR 2X4 FLAi W7RIGGER AT I�' MATL TO TOP �AT 6'O.C. OF iRUSS 2%FUT&.00N YATM}16d NORMAL EACH BLOCK TO 1HUS5 c�aao HoaF cox E.N. �. 7RUSS E.N. � 2-16d. _ � � ALLOW OUi- �'Y7i.O '-- ' RIGGER AT OUTRK'�GER ��, TOP CHORD �NAX. ALTERNATE 2 1 ��., Cpl/G.E.i E.N '�r I 2X{BRACING AT RIDGE ANp AT I ti'-0'O.G 11'/J-16d F.N.TO 2% '�, 16d0!' 16d O 6'O.C. BLOCKiNG EApi END COLLECTOR GAB�E EP4W TRU55 E E.N: $EE PIAN FOH LAIERAL LOAD 2%NNLER ILLOW OUTPoGCER TO PASS lTP1 AT 36'O.C.UA.N. SHEAR NATERiAL PER PLAN ALIERNATE 1 NAY OCCUR ON EITI#R SIDE BALLOON fRAAIE M$N CEILNG s�oa�NC ro eorTaa ov muss 10.RAKE,GABLE END ', i....RAFTERS PER PLAN SHR WALL�'-� ��A35 PER SHEAR PER PL4N ;, , �N%1LL SCHEDULE 4.SHEAR TRANSFER AT GABLE RAKE ROOF 2x4 STUDS @ 16" W/FIELD NAIL'G� 4x POST W/ EDGE NAIL'G— 3x @ ALL PANEL EDGES W/EDGE NAIL'G HOLDOWN� PER PLAN YVWOD SHEAR NEL PER SCHED L5/8"dia A.B.PER SHEAR WALLSCHED. H A WALL SCHED FOR NAIL SPACING 5.SHEAR WALL DETAIL EDGE NAILING RIDGE 4-16d ROOF PLYWD �4 SHEATHING 2X4's(SE E BRACE SECTION) �is,� �A��2X4's RACE 2X6 �3'O C. 3-�4's - A35 CLIP EACH SIDE INTERNAIL wn-i sd 12"o.c BEAM BRACE SECTI� BRACE DETAIL AT RIDGE 6.RIDGE SUPPORT AT BEAM PLYWD SHTH'G r PER PLAN ,�G'�� RAFTERS B.N.,.�-'�� PER PLAN + " F,.� + ,_ - `, , , ,. � EN �� CLG JSTS BLKNG PLAN W/4-16d � COMMON NAILS EA END SHEAR WALL rf PER PLAN !-��` ��A35 PER SHEAR , WALL SCHEDULE (H2.5 PER JOIST) 1.SHEAR TRANSFER AT SHEAR WALL RIDGE BEAM SIMPSON ST2115 , �"��PER PLAN @ 32"o.c.(@ JST) ......PLYWD SHTH'G PER PLAN RAFTERS PER PLAN : I � '",- � �-"�/ �,'i;�_-.SIMPSON SLO �'. � RR OR U-HANGER' RIDGE CONNECTION 2.TYP.RIDGE CONNECTION J W 0 O • S N WQ N N T N � L Y'�p � Q Q Q Q m= O° �Q Z �� _� w �—— �j Q Z 4LLJ ,.7� �Z Z Q �j �J �Q i Q Q ��'� �Y �� W z, zZ w �a' 0 � 3N � 0 �W � w Z iu z 0 O �1 � Q O W V 0 Z Z Ic�i � G a � W � H h w w ¢ = U (� N F Consulting 915 Macintyre Dr 10 San Jose,CA 95136 408.512.8400 jfplans@gmail.com REVISION 1 01.03.14 FEVISION 2 REVISION 3 REVISION 4 �,R�Ff�Vq� F<EVISION 5 �� p�.OSF �F'2 _ .__.__ 4J' ��T REVISION 6 w.`3 C 76349 h� t E%P 12/!1/14 t �j CNII �P JOE NO. 122511 �"— DATE 12.31 13 DR4WN BY MK SHEET NO - S-3 FOUNDATION PLAN SCALE:1/4"=1'-0" D VERIFY(E)FOOTINGS 12" TH MIN.(IF LESS USE AIL 15/S2) JOWELED IFTG, ER 11/S-2 LEGEND �(�F7G 70 REMAIN QNEwF7GAS PER DETAILED 2X4 FRAME WALLS � SHEARWALL A � SHEARWALLLENGTH z g, NOTE:BUILDER MAY INSTALL OPTIONAL ROOF SHEATHING OF 7l16"O.S.B. WITHOUT USING'H"CLIPS(EDGE SUPPORT CLIPS)WHEN THE PANEL SPAN RATING MEETS OR EXCEEDS 24/16 AND THE PANELS ARE APPLIED STAGGERED AND PERPENDICULAR TO TRUSSES AND EACH PANEL COVERS NOT LESS THAN TWO SPANS(NLT 48") ROOF DIAPHRAGM=1!L"EXTERIOR GRADE PLYWOOD(OR O.S.B.)WITH A MINIMUM PANEL SPAN RATING OF 2M0.INSTALL WITH 8d COMMONS AT 5'O.0 AT PANEL EDGES AND BOUND ARIES. AND AT 17'O.0 IN THE FIELD.CD-X GRADE IS ADEQUATE WHERE PLYWOOD IS NOT EXPOSED TO WEATHER,HOWEVER,USE MINIMUM CGX GR,4DE AT EXPOSED EAVES.SHEETS USED IN THE CONSTRUCTION OF DIAPHRAGMS SHALL BE 4'X8'IN SIZE.MINIMUM SIZE AT BOUNDARIES AND CHANGES IN ROOF FRAMING SHALL BE 24", UNLESS BLOCKED.ENTIRE PERIMETER OF �HR,4GM TO 8E BLOCKED. FLOOR DIAPHR.4GM=19/37'PLYWOOD OR OSB IUNBLOCKED WITH A MINIMUM PANEL SPAN RAT7NG OF 24/0.INSTALL WITH 10d COMMONS AT 6"O.C.AT PANEL EDGES AND BOUND ARIES,AND AT 17 O.C. IN THE FIELD.SHEETS USED IN THE CONSTRUCTION OF DIAPHRAGMS SHALL BE 4'XB'IN SIZE MINIMUM SIZE AT BOUNDARIES AND CHANGES IN FLOOR FRAMING SHALL BE 24`, UNLESS BLOCKED.ENTIRE PERIMETER OF �DIAPHR,4GM TO BE BLOCKED � PARTIAL FOUNDATION NOTES�. 1.CONCRETE�. a.Concrete shall be of normal weight and fc'=2500 psi minimum at 28 days, 'Cement to be Portland cement ASTM C-150 type I or II. Type V nay be required,see General Notes for additional requirements. 'Aggregate per ASTM C-33 'Water to be clean and potable, 'High alumina cement must not be used in concrete because of high suHide conterds, ' No admi�RUres containing calcium chlorides or other chlorides shall be added to the concrete. b.Unless shown otherwise on plans,coid joints are not allowed. c. Concrete placement shall be in one continuous operation, un'rformly placed and must be vibreted and well consolidated. d.Concrete shall be cured per ACI 318-OS section 5.11 and ACI CommAtee 308"Standard Practice for Curing Concrete". 2.REBAR: a,Reinforcing steel may be ASTM A615 Grade 40 or Grade 60. b,Reinforcing bars to be welded shall be ASTM A706. c,Lap all reinforcing splices a minimum 48 bar diameters but in no cases less than 24". 3.HOLDOWN NOTES: a.Holdown rods/straps shall be set in place prior to foundation inspection and concrete placement. b,At the strep holdowns,a#4 rebar by 48"long must be centered and wired over the holdown return hook. c.USP"SSTB"bolts shall be used if so specified on plans or details.Where not specified,holdown rods may be standard"J" or"L"bolts,or threaded rod with double nut and washer at bottom. d.Through boks for HDA/HD Holdowns shall be ASTM A307 Grade A machine bolts.All-thread rods shall not be used in place of machine bolts or specifed on plan. 4.POST BASE:U.O.N.,individual isolated posts bearing on concrete shall be sewred by USP PB connectors(PBS at exterior locations) placed in the concrete, 5.ANCHOR BOLTS: a.Unless noted otherwise on the foundation plans,sill plates for all the ezterbr walls,interior bearing walls and interior shearwalls shall be anchored to the foundation with 5/8"0 anchor botts at a maximum spacing oi 6 feet on center, b.Each anchor bolt shall be mounted on a mudsilUsill plate wdh an iron plate washer of 3"x3"x0229". 6 SUB-BASE: a.SUB-BASE preparation,see soils report or plan for sub-base and vapor barrier requirements. b.Where no soils report,place slab over a±2"sand fill over a 6 Mil Polytheline-vapor barrier,lapped and taped atjoints. b,Foundations shall be founded on native soil and/or Engineered fill. See soils report for required specif�cations for Engineered f II 7.FR,4MING ISSUES: a.Unless specifed otherwise,all holdowns(strap and rod)shall be attached to a 4x posl which receives shear wall edge nailing along full height. b.Where multiple studs are approved as a holdown post,the muRiple pieces shall be intemailed rogether with a minimum of 16d at G'o.c. c ICC-ES approved powder driven anchor pins(shot pins)may be used at all interior non-Shear Wall locations.Shot pins shall be used in conjunction with plate washers and shall be spaced no mcre than 36"o c.(See Detail"8") SHEAR WALL SCHEDU�E �� EDGE FIELD PLATE � SHrAR MUDSILLANCHORS LLOWABL � MARK SHEATING NO OF SIDES REMARKS. NAIL NAIL NAIL CLIP 2X MUDSILL 3X MUDSILL SHEAR(pl� �. � 15/32"Sheathing.plywood . A siding except Group 5 Single 10d @ 6" tOd @ 12" SDS25600�t'-9" A35 @ 1'-11" 5/8"x 10"@ 4'-0" 5/8"x 12"@ 4'-0" 310 1 Species or OSB SEE NOTE 3 SEE NOTE 3 __.. � 15/32"Sheathing,p�W+ood ��. B siding except Group 5 Single 10d @ 4" tOd @ 12" SDS25600�1'-2" A35 @ 1'3" 5/8"x 10"@ 3'-2" 5/8"x 17'�4'-0" 460 1,2 Species or OSB SEE NOTE 3 SEE NOTE 3 . _-- /� 15/32"Sheathing,plywood /�\ siding except Group 5 Single 10d @ 3" 10d @ 12" SDS25600 @ 0'-11" A35 @ 0'-11" NOT ALLOWED 5/8"x 17'@ 3'-1" 600 1,2 Species or OSB SEE NOTE 3 __---_. .._.__.. --------------- -____. . _ ... . ......__.__ ------- ...----- .___._ ... ...._... _..... _ _.__ .__.._..._ _.._.._._._. ...___. .._ . � 15/32"Sheathing.plywood p siding except Group 5 Single 10d @ 2" tOd @ 12" SDS25600 @ 0'-8" A35 @ 0'-9" NOT ALLOWED 5/8"x 17 @ 2'-5" 770 1,2 Species or OSB SEE NOTE 3 15/32"Sheathing,plywood 2C siding ezcept Group 5 Oouble t Od @ 3" tOd @ 12" SDS25600 @ 0'-5" A35 @ 0'-5" NOT ALLOWED 3l4"x 12"@ 2'-0" 12p0 ` Species or OSB SEE NOTE 3 75/32"Sheathing,plywood Zp siding except Group 5 Doubie 10d @ 2" tOd @ 12" SDS25fi00 @ 0'-4" LTP4 @ 0'-4" NOT ALLOWED 3/4"x 12"@ 1'-7" 1540 Species or OSB SEE NOTE 3 SHEAR WALL NOTES 1 WALL SHALL BE FRAMED WITH STUDS AT 16"O.C.OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUCS. 2 ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER OR TWO 2-INCH NOMINAL MEMBERS FASTEND IN ACCORDANCE WITH SECTION 2306.1 TO TRANSFER THE DESIGN SNEAR VALUE BETWEEN FRAMiNG MEMBERS WOOD STRUCTURAL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. 3.ALL ANCHOR BOLTS MUST FiAVE A 3"x3'k 0.229"THICK STEEL PLATE WASHER FOR 4"SILL PLATE&4.5"SQUARE WASHER ON 6"SILL PLATE. HOLD-DOWN SCHEDULE MARK i FASTENERS MINIMUM WOOD MEMBER THICKNESS ANCHOR BOLT CAPACITY(Ibs) REMARKS HDU2 i 6-SDS 1/4"X2.5" 4 z 4 5/8" 3075 HDU4 i 10.SDS 1/4"X2.5" 4 z 4 5/8" 4565 ___ .___------ ___ _ __ _- -_ _ __ _ __ HDUB �20.SDS 1/4"X2.5" 4 x 4 7/8" � �6970 � I� pCVC"rCSS/�y�, ��,��yOS F F2/ �� C 7fi34�; ♦ EXP 12/31l14 * �r CN�� P F� A�_\G' .,!/Y J W 0 OC L� lil o = �N � N Q� Q Q Q Q m= _ Z U �� Q F:, z =a' � w �Z Q U �� j �Q p,' z C9J O Q �Y �a J � W= � Z Z OW d � o M N F o wZ � w 0 Z a 0 Z J a Z 0 � a 0 z � 0 LL t F W w S c� W O Z G Z Q � go w a � 2 � a z �' � a Q 0 Z 7 O LL w J U N JF Consultin -,.�15 Macintyre Dr 10 San Jose,CA 95136 408.512.8400 jfplans@gmail.com REVISION 1 01 03.14 REVISION 2 REVISION 3 REVISION 4 REVISION 5 REVISION 6 JOB NO. 122571 DATE 12.31 13 DRAWN HY MK SHEET NO S-4 � ROOF/CEILING FRAMING PLAN SCALE:1/4"=1'-0" SHEAR WALL SCHEDULE NOTES: OOUBLE FRAMING AT ALL ROOF PENETRATIONS HEADERS ALL EXTERIOR HEADERS ARE 4X8 U.N.O. CEILING JOIST NOTE: CEILING JOISTS DF#2 OR BETTER 2X6 @ 16"O.C.MAX(1T•9"MAX SPAN) 2X6 @ 24"O.C.MAX(14'-0"MAX SPAN) 2X4�17'O.C.MAX(17-5"MAX SPAN) NOTE: CEILING BEAMS SHOWN IN BOTH ROOF FRAMING PLAN (S-6)AND CEILING PLP,N(S-5)DEPICT A SINGLE BEAM AND SHOWN ON BOTH SHEETS TO SHOW CONNECTION TO ACTING MEMBERS.SOME CEILING BEAMS SUPPORT ROOF FRAMING,SEE S-6 FOR LOCATIONS. PARTIAL ROOF FRAMING NOTES: 1.HEADERS:The following Header Schedule shall be used where header s¢e is nM specified on the plans,Unless noted otherwise,all headers shall be DF-Larch#2 or better. Supporting ROOF Load only: ac4 Wall ac6 Wall upto 4'span 4x6 6x6 4'to6'span 4x8 6x8 6'to 8'span 4x10 6x10 2.TRUSS HANGER: a.Hangers for girder trusses shall follow plan specfications, When not specified,coMractor shall use HGUS410, b.U.N.O.truss hangers for other trusses shall be Simpson hangers listed below: Regular Trusses: Hip Trusses: JUS24 for up to 16'span SUR/L24 for up to 8'span JUS26 for up to 72'span SUR/L26 for up to 12'span MUS26 for up to 35'span HSUR/L46 for up to 16'span HUS26 for>35'span 3.Roof sheathing may be CDX or OSB,ard shall be one of the following: '7/i6"wAh 24/16 span rating '1/2"with 24/0 span reting 4.Roof edge-nailing of&J at 5'o.c.shall be applied along the full length of the collector trusses. 5.CALIFORNIA FRAMING'All California Framing shall have roof sheathing covering both the upper and the lower roofs,Rafter spans for the California Framing area shall meet the following schedule. 'Dc4 at 24"o.c.for a minimum span of E-6" 'Dc6 at 24"o.c.for a minimum span of 10'-0" 'Dc8 at 24"o.c.for a minimum span of 13'-0" 'ac4 at 16"o.c.for a minimum span of T-9" 'Dc6 at 16"o.c.for a minimum span of 11'•0" 'ac8 at 16"o.c.for a minimum span of 14'-G' 6.STUDS: a.Euterior Walls&Interior Bearing/Shear Walls 'When supporting 2 stories above,regardless the height,use ac6 DF-Larch#2 or better at 16' o.c. 'Up To 10'Tall:Dc4 studs at 16'o.c.may be DF•Larch of Std Grade or better 'More than 10'Tall:2x6 studs shall be DF-Larch #2 or better unleu called out diHerently on plans. b.Interior Non-Bearing Walls: 'Up To 14'Tail:Dc4 studs May be DF-Larch of Std Grede or better spaced 16"or 24"o.c. 'More than 14'Tall:all studs shall be Dc6 DF-Larch#2 grade or better spaced at 16"o.c unless called out differently on plans. c Plumbing Walls:studs wdh holes greater than 2.5'in diameter shall be 2x6.For exterior walls,bearing walls and shearwalls,studs wdh holes greater than 1.5'in diameter shall be 2x6. 7.PLATES: a.All exterior walls and iMerior structurel bearing/shear walls shall have double top plates and be spliced for coMinuity. b.Top 8 sole plates shall be DF-Larch Sld grade or better. EDGE FIELD PLATE SHEAR MUDSILLANCHORS LLOWABL MARK SHEATING NO.OF SIDES REMARKS NAIL NAIL NAIL CLIP 2X MUDSILL 3X MUDSILL SHEAR(pl� �\ 15/32"Sheathing,plywood /,\ sidirg except Group 5 Single 10d @ 6" tOd @ 12" SDS25600 @ 1'3" i A35 @ 1'-11" 5/8"x 10"�4'-0" 5!8"x 12'@ 4'-0" 310 1 �� Species or OSB SEE NOTE 3 SEE NOTE 3 �\ 15/32"Sheathing,plywood j /�\ siding except Group 5 Single 10d�4" tOd @ 12" SDS25600�t'-2" � A35 @ 1'-3" 5/8"x 10"�3'-2" 5/8"x 17'�4'-0" 460 1,2 U Species or OS8 SEE NOTE 3 SEE NOTE 3 � 15/32"Sheathing,plywood siding except Group 5 Single 10d @ 3" 10d @ 12" SDS25600 @ 0'-11" A35 @ 0'-11" NOT ALLOVYED 5!8"x 17'�3'-1" 600 1,2 Species or OSB SEE NOTE 3 � 15/32"Sheathing,Plywood p siding except Group 5 Single 10d @ 2" 10d�12" SDS25600 @ 0'B" A35 @ 0'-S' NOT ALLOWED 5/S"x 17'�2'5" 770 1,2 Species or OSB SEE NOTE 3 --ZC- --- -_ __ __ --- -- - _ __ __ ___ _..._..._. ...__...._ _ _ _ � 15/32"Sheathing,plywood �� siding except Group 5 Double 10d�3" 10d(a3 12" SDS25600 @ 0'b" A35 @ 0'-5' NOT ALLOWED 3!4"x 17'Q 2'-0" 1200 1,2 Species or OSB SEE NOTE 3 15132"Sheathing,plywood � 2D\ siding except Group 5 Double 10d @ 2" 10d @ 12" SDS25600 @ 0'4" I LTP4 @ 0'-4" NOT ALLOWED 3/4"x 17'@ 1'-7" 1540 1,2 Species or OSB � SEE NOTE 3 SHEAR WALL NOTES 1.WALL SHALL BE FRAMED WITH STUDS AT 16"O.C.OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. 2.ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE�ESS THAN A SINGLE 3-INCH NOMINAL MEMBER OR TWO 2-INCH NOMINAL MEMBERS FASTEND IN ACCORDANCE WITH SECTION 2306.1 TO TRANSFER THE DESIGN SHEAR VALUE BETWEEN FRAMING MEMBERS WOOD STRUCTURAL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. 3.ALL FWCFIOR BOLTS MUST HAVE A 3"x3'k 0.229"THIIX STEEL PLATE WASHER FOR 4"SILL PLATE @ 4.5"SQUARE WASHER ON 6"SILL PIATE. HOLD-DOWN SCHEDULE MARK FASTENERS MINIMUM WOOD MEMBER THICKNESS i ANCHOR BOLT CAPACITY(Ibs) REMARKS HDU2 �6-SDS 1/4"X2.5' 4 x 4 �5/8" 3075 HDU4 I 10.SDS 1/4"X2.5" 4 x 4 j 5/8" 4565 HDUB ___i.20-SDS1/4"X25" 4x4 �718" 6970 �QPOfESS/q� N�,�,os <�yc ��, Z �d C 76349 N� it EXP12/31/14 * u�_ J W 0 0 �N �q N 0� N Z� Z aQ Z U 0 Q I"Z H �w 0 a a� U �"� �Z Ow Q �? W� Zz 0 a �o cn N �W o wZ 0 tt a _ 4a m= m= _� �Q _� a`z o.4 _� 'Q� �� \� _�y� �1� I d� , F Consultin 15 Macintyre Dr 1 San Jose,CA 95136 408.512.8400 jfplans@gmail.com REV ISION 01.03.14 REVISION 2 REVISION 3 REVISION 4 REVISION 5 REVISION 6 JOB NO 122511 DATE 12.31.13 DRAWN BY MK SHEET NO. S-5 LEGEND -�� --��;1��--�� D(ISTING CONTOUR L1NE �- '�� NANRAL GRPDE CONTOUR LINE p FOUND Cltt MONUMENT BOX,OR AS NOTm �� BOUNDARY OF PROPERTY SURVEYm () RECORD INFORMATION - CENTERLINE Q CURB INLET _:.._. ._._ CURB UNE �� DRNEWAY APRON �--o ELECTROUER —:—z—z—FENCE d FIRE HYDRANi B MT GRATE INLET —ox rw—OVERHEAD POWER UNE —ax i¢—OVEitHE1D TELEPHONE LINE a SANRARY SEWFR L1NE � s,wrrnRr sEwEa wwNO� @ SANRARY SEWER CLFNJOUT � SIGN so STORM DRAIN LINE OO STORM DRNN INWHOLE o UT1LrtY BOX o U71LrtY POLE -. WATER LINE . WATER MEfER _.: WATER VALVE � ELECTRIC MEIER B WATER HEATER . �� \ �\ ��`VR� \�\ \ -�\ \\�\\� \ �\ � . "R��\ ��\ P \ �\` � �d : � _ \\�\a? � j � ..,�� ;' W�� \ / \ f ��\�� r � �� \ \� ;l� \\\\\ `� p' � �� •.1 i �.��..o. �'�C �� p \,,� � � t,,, �; \1 � � ,��' . «�.�'a�:R VN„��\i. ;%' x .� \\\ � \� \��\ tp �l'(� � ; �� \��'` ...�a�.ia. ti;�// / - \� ai r'' / /. � \� �.�.�«��\i.�� r S'.��/��/ '�! \\\\... \\� \��Z==�Li j�/��:n�«, . ., , �.� �� , �_ _ 99 �� J�----'� +'t !l �� i i . � �, :;m.�a �� ( ; . , . � , , , � � �, e � fp ..., � f� �l +� I I / ..: / � ;, i k . ., . , .-� ; .. �� ..� -. : ;' __ - ' • `.. . _ . . ... y.� ..� I :_. � � .. �-.�m„�� i-- . ., . _ ,. . . __..�. � p : ..�_. , � J . ,-...� __.__ y � , ' �� , �' �; : s � I �............. ...._._I ._.___. . __ / , . �-r�� .,_ .._._ ! fj � � .E f�f I i� I < LOT 32 `` LOTt 31 �LOT 30 f�sa $! l... 3 I I � , , j � �`, ''' APN 328-220�10 �( sa , jf j r ,-.. .'... r / Fr � ....; ._., t .i � '.. $� � , __{ � .. ....... . . , _ ._ � _ .. .� . . ,..` , - , '_.\ �... � I . .�,�" '/ +/._...�— j ;: , '� 'x_ k_z �,,�,,.,.,.. B LO C K 1 � 't-n<... g`� .,��/r _ St9'9943'E �i � d (/ ` \ � �..: .. \ / , � i .5 , r ., Y ' � > . ;� i_.. � , , � ; I R1 - Ax. , .._, , -...;.. :° ' " �! �f � ,% r , . . _ , �� / � . ^ % I 1� � � I �' � � > � � j k� . � s � / ` LOT 2 I LOT 3 ; t ; . f� � �l , ft : � ' � , � <pl ¢ir , I /_, t; ., � rt .._.. .__.____.._ , 7 1 LOT 1 { • I�. f . % r `, � ' ';�.... APN 326-220-21 :r I $ � M I. !t �' +� ,f ��. I '� / �;� �1___ � � PJ SHED il ��.� ` er �. ¢'.. _, • .f ' I ! �:� j �C/ G �/ , .�..om�1 �-�---___ I� I J + 1 `��f� �� : ��V{� .-f...fl `� e�i', i% FJg� - APN 326 220-20 / . �...s �e � n t T �j �j Q / � �l�/ �l /� Et ` glb I 1� � 1` °l m" � �/�l ,.� _.......� _. N ; _. I • � �� I �f 1. APPROX. �� f I i � LOCATION OF �� i� ^`�'�" r t • SAN.UTERAL ( '`�� .� �,., �,..,....�. t� i ,. %. / f � ,,,� ' ,m„ ' � 'v �...`i � ' rs t x . .: � ' � ��»l b.�..�� ... ' ,.,, � � / � __... � / ! f � � � ' ��.,.M:' EX.HOUSE ___- �'=r II°°" � ` � ��m , 'at■ �tot.et €�'€r..� � ^ _ �` ° � ' �� ; I 1'�� J °1 r� Jf t ��/ °"'s °�'� E/„ ; i ; ,s..s.. j f fo y ' / ' ' °.` .�.� .R ' � I d €_�, , ,_;� � � ,�,�� ' f� c , , iwK s q� � ' � �� .� /i f w� �x._f�� ._...._._ ....____.._..._......___._.... �—�n/ '�` �—v � � �O . �,,. ,. � „1 f �„ : a'/ '^ �„�. � �� = „ g`� � t t �� '' ;� t � � l:„ I � ; � ' m , t / �.,,. � ,. �� ! � ;��.._.., j,m,.�/=.Z�._.. P�RCk i..n...�m, I I � I � �� '�4 i� � �`. _ .ii'�� '� °` i ; � � ' `� e '_ `w"� t t? t, ��$�,♦ �0;, f0 30 50 � GRAPHIC SCALE � i'-io' THE PAIR OF CITY MONUAAENTS ALONG FlTZGERALD AVE.(FORMERLY RINEHART DRIVE),BETNEEN DEMPSTER AVE.(FORMERLY MOMlAKE AVE.) AND STOKES AVE.(FORMERLY FORNY AVE.)WITH BEARING OF N89'27'431N dc DISTANCE OF 534.01'(534.00'M2) NOTES: 1.DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 2.iHE DISi1NCTNE BORDER LINE DENOTES THE BOUNDARY. 3.THE AREA WITHIN THE OISTINCTIVE BORDER IS 3714 S.F.OR 0.085 ACRES, MORE OR LESS. I BENCH MARK DESCRIPTION: ASSUME�BENCHAIARK,PK NAIL WITH WASHER AT I INiERSECTION OF UNNERITY AVE.Ac PENINSULA AVE.,AL50 SHOWN HERON: ELEV.: 100.00' LOT 4 ABREVIATIONS I APN lSSESSOR'S PARCEL NUMBER BM BENCH MARK I CAN CABLE TELEVISION OVERHEAD D CURVE DELTA DRWY DRNEWAY DS DOWNSPOUT I D� DEED REFERENCE FL FLOW LINE ELEVATION L CURVE LENGTH M/ MAP REFERENCE O.H.PWR OVERHEAD POWER LINE O.H.TEL OVERHEAD iELEPHONE LINE PCL PARCEL I P.M. PARCEL MAP PTN PORTION R RADIUS SD STORM DR41N I SS SANRARY SEWER TC TOP OF CURB ELEVATION TEMP. TEMPORARY RECORD MAP REFERENCES: M1 AAAP OF MONTA VISTA FlRST ADDITION M2 TRACT N0.4658 M3 PARCEL MAP P-M-23 250-M-50 82H-M-36 ��V=1 O N y�C O c � �\o�►,�UppsG ¢ �� POf61Po0 �r, �� o OSfNt OSUNA o � �� No.e5t1 � �� E�.9-30-14`* � �rF�i'G��E� � \ r..R ` �.a.a • � " ��,..�.. � i i �R i « . •�� ; RR��\ �, ,� �,�,,' � i �� ,� r ,�,,,,, � ` � ,d I \\\. � ��\ 7 ° �.�.�`�.,.,..�x'�� <�� x ._..x...—x�3508''.%_......x.�� ..O i- ....... . ..__...__. ._..__ ._._._ _._...... . .!..W�_ . _....::...,,, .._............ �� . .... . ---- g� �" � � �r � j �l �� _. j ? �� , . � �� \\� � � q !1 ��..: . ....... .. „e _.S19'36 43'E_. `r ra /"�:"'°" ��'H�,.--•,v� ._ , . _ , �,:.. � .. ��d , _:� � ,. .. �> y� " '� , �g _ � ,�«�.,�. �� '�'' �'°t � � " l m° ,� "e .,.� o" oH_ H oH-----��-��!----�"BH oH Fe�i �� '----- ---� o�/ � � \ � ,x ! ..... .. "" .m J� '..m . ..... �� fr P 'r . , , , eH� .. _/rOH 0 � s , . �\ � `„ C�.� __,�:�_ ., �.1__ 1��, _ f ...__ --��,,�� _ .�,. _..� ..�.w.. � ; /,..� � _ u y• i �\\ �� Op .;'`:° <�a <;. ,�,.. / --=L=�=-__=f 1--=/�,:� �� Y .,>. _ ' ! .� , '� �� ,., 1 �x--�� ' �� rt�`�°"��R ! � � � PENINSULA AVENUE (� c°° • ��L L;:�, t� O� ._ . \��\ �\� \�.� pf �i O ? ff �' ':E ��f � ��„�;,,� �' ��s.� `_� ^ °! ? � �`J 2 � f \ � l �� p�j � . �` °° t ..l"�.. U� ! ..ti��,... '� 6•�> n ss ss ss ss ss ( p � �� . �1,, P R�,.... •4\� �+� �.,../�... <EX. 6'S4N. ss ss u a ss--T ss : ��: '1 �� n� 4 ,' ss ss ss ss ss W : ss .\ `� ��C�i 1 ' � i \ �\ � �-Y P� '.., t R Q� ' . �� '� i =i p! >� � tl � �,: ,..n � � • t, l � �� ! � � D(SAN MH.RIM 100.32 , ��MHINRIINV�95.72 ��Wp �� ;: ' IN-INV 92.52 � . � THRU-INV 95.52 � � ; �� p � THRU-INV 92.27 � �\ � Ja � � � � A .., � \�•\ 9 `�``�� ! . �� y � � � �� \� ... � 1 y \�� i., " � I t � \``\`\ ` ' A' . / _.. g'! p!, '\ , rt 8t `�uwv . . � ' . � . / ��'�=-- --_-�•�' --- r� �a `� •o � aa ,�..' ' .� �a -_- --- --- ' a, r; ; r -0-===— --- - ---------- ------- -------------------- �---------------------'------..�--------------'----------�--=---�¢_...�, ----'--- _ ----- ------------------------_--- ------- - - ------------------------------ - ------ -- ------------------------------------- ---- . , , i ` �� _�� ___ _1__ -_ _-_� -___�_�_--____��-------------�� _� — —.� -- — -- — — — S � z � U_W� 2= a�'� aZ ��a �aN z�a a Na � �ZN ��Z Z � O � m ��. �o9s s�r T.O. � e NOTE: ' � CITYOF CUPERTINO GENERAL NOTES ON SHEET C-3 � ��,�,�b�..,a�...�.�,w��..ar.�.k.n��,a�r��.�c�µ.m. TRENCH SAFETY NOTE3: a a.oac ma eo mmruew n.o�aa.s wn mw 9r�r�tl CaMu�c�OMW or M ppeAw MNOrY Dh�A�t wd 1M cu�n1 6mnd�rA�cifea�^e W M arnw 1. InaccordancewilhtheLawsoflheStateofCalrforniaandtheCalifomiaOcwpational a. �wwwbn�awwa�wa�ww..�Apmoawr.nwe.dd,.tiacco�dr"o�.1u,u,.n�r.w,uot�re�,w Safety and HeaHh Administration regulations(CALOSHA),all Venches over 5 feet in d M rw�.�er�a wrmo�w�,Envo.a�w�n.�+o�e.m+nnee.+a.�r,r a�ns pe� depth in either hard and corrpad or soft and unstable soil shall be sloped,shored, �' sheeted,b2cedaotherwisesupported.Furthermore,alltrencheslesslhan5feetin 4' ��b��F�T��^'��d� depthshallalsobeeffectivelyprotectedwhenhazardousgroundrtavementmaybe Mpnakplx)n�.oe�,rp�re�odc�wkw.ar�e.dq.dbm�.. eXpeCiBd. e. h �poee 2. In accordance with the CAOSHA regulations,when persons are in trenches 4 feet � .��.G �a(bq?ef.7m�.�u �ao.w�c�rr,roedw�t dee or more,ade uate means of exit,such as a ladder or ste s,must be rovided ��b��a`�r~��.��NM°�' P Q P P �yaaw wno�qeiy'MM�.Wwx�nr nat b�W�w�!r oamkt E/qi1wr M.o�'+��wrwn ra.piw..af wr�+ and bcated so as to require no more than 25 feet of lateral travel. n"'" 3. If trench safety system details were not provided in the plans because trenches were a� �(+)�r��+�a a r.ura+a..�a«ard�.��a w.,r.,a�oomw.a,u. anticipatad to be less than 5 feet in depth and during construction it is found that ��'��M�r�n.�h°w�w r�"�a�ue�°ru�"Cr°"'�aww w�nat~we°"i'°�'°"�'° �«�+Ru)wd.w.nr na.��o.wr a bur w on►�N.a)i.w r r�+q�n.«Mn ar�'�.r trenches are in fad 5 feet or more in depth or trenches less than 5 feet in depth are in +W��+�»�v��Aw ria aw�H.W��«d+W d�e�+sytiw trr.� anareawherehazardous roundmovementisex edad,allconstructionshallcease, �"'"dr"�`�'b"�°�"'n'�'°°r�'"Y�°°~"°w�°��'°"r"�a°"� 9 P �.�aor.«wn.m.�ucr.e.uwa.d 1�.reic r..�«c�wNo sm�ar owke ea.n.wx a�a�eo aastia.a a thetrenchedareashallbebarripdedandlheEngineernotifiedimmediately. MoMaawwmeoro��aR�narrieFy.d,ayaac�yMa�a�rearn►�pr�,ro�w�. Constructionshallrwtresumeuntilappropriatetrenchsafetysystemdatails,as 7. nrcart,ew�a�nrawon�a.n,..wwy,.�..,.�ap.,qy.�erpwM„r,u»oi.uWir�aww.h.v,nc. designed by a professionai engineer,are rehained and copies submitted to the Ciry of °'o'd^'eti�•°�°"�.�'"°��°°'n°paa:r'r"'d"°y'°�"r"'� � o na Cupertino. a. iM pvMepr a0 Oawrr Co�aaor�ne��e.a0nulhl.tw v'�n d J«�:IYa Yrpv�a�rb inducMO u�Mp MMr w.n�MIN�Itit ati b nnWn�n0 k Ea�qa9�urlry e�r6ueb�d M►eOo�N ir�w�nwn4.Yid be , STREET AND DRAINAGE NOTEB: �fi��p�7�� i. (*rmy�d i OYr4l�iwl.s 1NWn M a�twbn n�W�M roYCYtl Oy pyamE mNn,rxW h M W►M7rr 6�IYY ObY�AaMi�iM�A Yy M DiMld Enpl�1�aow�b M11�o ilcndatl l�acMerMr af M 1. Depth of cover fir ail crossings under pavemant including gas,electriq telephone, cableri,waterservices,etc.,shallbeaminimumof30"belowsubgrade. +o.in.o.neparwaar�oer.�w.hde.n,parbi.txrwp�.��or�,a�ucbnd.ai..nrmp�Mwwy v�WY rwr Mlr�!ir b M tetilnwlbn�eMMCS r�eeMM wM�Fi poJed Md Me MNCOr rd Qw6�M MM yp A ooM��wd�t�d�M lir MMw d snatuara ME1Y Mb IM�MWiO viiMY aewx ri*bm Oue c ta EROSION AND SEDIMENTA710N CONTROL NOTE3: ��■��w PWK� tt.tM o.Mbpr W e.ir�Cawwx/W M wqa�ceM br mo Brovemlan of a�owapo�a.xJaod ta 1. Erosion controi measures,site work and restoretion work shall be in accordance with ��°r'�'�°"�'�'�°i4 r.4np"�`""d to�a°`�he�pq W c�°�d�e"K'T�`wau d �wy�blo wA�o�tr,Yro�qMr��d bwrr.re.�t�u�rM�. the Ci of Cu rtino Best Mana emerrt Practices. tY PB 9 �s.u�b nora.um+cco�r.ccr awi bor.�uwr�r aar W.ran�.�ovs��k 2. Siltfences,rock berms,sedimantation basins and similar�y recognized techniques � �� and materiais shail be employed during construc6on to prevent point source �, ��a� sedimenta6on bading of downstream facildies.Such inshallation shall be regularly inspected by the City of Cupertino for effectiveness.Pdditional measures may be `' �"'�"y�'"01��''°"r"0'°"�°'r� raquired rf,in ihe opinion af ihe City Enginaer,they are warrented. 1s,An ir:hry�...r rpe.eMll ce►vG�d12�orappwed.a.l,vA.a aa.ew�m�r�dl�ee by iM Dh6ki er�i..r. 3. Alltemporaryerosioncontrolmeasuresshalinotberemoveduntilfinalinspectionand w�k'�"�p'd"w'■'^��'�'rb°p°`a.a�'NUn"u�w'pp""`dti""�qi'+"�+twrci�^p��..'• approvaloftheprojedbytheEngineer.ItshallbetheresponsibilityoflheCoMractor ��w��✓�.�o��M+n.Aawuk.uwn,s�hii�wYa•snNrrHxvs6vuEn'. ta maiMain all iemporary erosion control structures and to remove each structure as �e.ao..+ctiaw vrre�paon a pmp.�y iMu wr,ae w aerW n�r.e paor e ar ok.rohp ti�w m ownw approved by the Engirreer. �.�r+w ar.�ewuo rwr r inR,ona,m�amwai wc.o rap.�aon r nqu.d pror a w�on 4. All mud,dirt,rocks,debris,etc.,spilled,tracked or otherwise deposited on existing �'�"�t�ronn�orrp s�.a. aved streets,drives and areas used b the ublic shall be deaned u immediatel �'0D101d d e.r pa�.ny pyar»wrry oak�son n.�mr�w no n�.w or��..po�wery r�a.�a P Y P P� Y� rt�aMw,�,Q w�IWp�.�,Ylp 7r owrN q ea�d M�wiry�en Oe pW�o Mcrctl�opWa o t!L`�IEMIX�GI�K��41 IM NMId�fl�r�1M0�CNM�MI�/bIM MM iMqIM EJwMK�11�M 9M rno�y b�q►�a rd��roer.coro a a�era ra»�aary ae�w.br ti.�nn,n,..nnn�xw«de�.�m�.�+w � �. \ i ..... /�ppmwC N To C:anp/fnw wiN UkMatH�yuYMnn(t .307� �� CIIREERTINO dM1RNiY DR7fQCt .._.:� _._ 'y,' R ,\ , .... ... �wwc: o[sc�rno►c a�uMCO�cw.u+wc nc wu wm�w�a nr �\ ►rten�cr�or uWVer�am�ve a r�suu�vexso �IIOWN N!lION. 4tV:700-00' � ,-. � ,i'' �, � , .._ � �. ,� \. . � - .. � ' �- ' �,. . i".'� � , , � �:. ,,'�Y_ , ��;�� _ .. \ � .�. �. `: � �, `: `��. �_�.. �'� .\ -��., ��:� -� �, . ,. �<,� �� . `��.�. : �\,. :. '. � ; ' � , �\ < f�� \,-� + � RE-INSTqtL STOP PAVEMENT SvMBOL -��.i \� AND ST()P IIMIT LINE PER CA MUTCD , �� \`�.. �STANQ4RD(IFAPPLICABLE) �: �. '\ �� ... ` . �_\ \\'� '�. \'< . �__ . �:� , � ` � \ ! � � •� � � .... //� ...�,.�,.,. \ •.\ �' //. �.� �. �� '�� EXISTING STOP SIGN � \ r ;� . v�,,,� . '�.. � ...r ; .'• `1'� \ ... i— �. � •� ' \� � _ _ .�.� '�..s,. �. i' ,, ..�' . � � . .,. , ,� �� , :�� .. /.. � �'\' � ....�� ....,... .'\.. j :\ \� �:\��Y�.� .. �� .� .,..,. :�.�.� . \\ ��,, i � \ � .�\ � ; � �.. �� :/' \ � �.:\� i ... >> \ ! \\ \\�. �Y %� ��... \ \:.� �.. L ... ��= \ � �.\ ; 1. � \ � ;� <,. \ ;; '�\ ` '.1�,._e. \ `�r'- ' . ., 1 �> • . `� . �, � 100.OD1 �� M(JL rvrtH/�/SME4 USE�P.5 dECH.WtK ` � ,.��. , . ,__ , \ ,..._�..... � � � _.r_,�. � .�. _, . ..�.. �� -\ � ��...., '..... ... ....._.. ,. �4�- �.. 'r, > i /`""�. i .;� � : ; \ �\ \ .....,�._..,..1 \ � `;� l .-�,.., � �Ir (J !, (( J N. ! !;� ! Z�,..�, /I „� , ,� / � i ,,, ' r �r �4 � / t j: �' �. i t tyi� `� � s^ � '`� ' y � � <; r t� _. �; ! r, c ; � ,` ` � �f ` ,� ; l ,ip / Y x . f� r� .// / ..f. (. ._.. - / 1�� r . I Y :" .��.J� ,�/ �� ;,•"` ,� �� _..��C! � �, �- �;,r - I � ��1� :`�� ,, k:�.,,.. � �� y� vJ �� ; x �� a�� ; � �e f � �� 1 7 � .. f: ; J Y � r ! � r. Pk�' x,: i' � }e S f � p� pr../+... . ,._d^.__r,y j i C� i i ; `� � , � � / , � ��- . i LOT 32 i,,, 5 ;.-. = .�-�.•�� 7 3 :: ° ,<.. .r,.` .,,..,.� , •/# �.� �,�^, . � ' . v..._,....,,,._.--.: _...,..........._----_ �� ...�� _ �� : �I` J� r .,,__:,' � '�r �aT� ;; �aT� �'? � �: „ , . . • � . , . .. ��J f F•.,,,....t ._.�_.... ........._..__� :/ i _ +,`.,..,.�.: 17 II ■�l I � � , �', f y � �i> _� a��. AF'F i r1a i � �� -''� •tl ; �oc:a�r>'or�'� ��$� -�;: � �i �/�+X\�r � e' . �i E__�-s, - `�` ;k` ; �� , . � � �7 � � ��r t::iiA---� �, <' ' i I , i . -�._ i - r .'� .,-�\_., � �' �, ,\� �� i ` ,, 1_� ; ; : '\ ; :- . : . _....___ �-- ._...____. \._ ' i _...__......__ ' i ! I ! � . � � � ., < � ' LQT 31 ;'LOT 30 i i , ( � l � � i; j � AF'iJ 3;i;�:^,.r`Y: � _ �� aaovioe rn�z;ros�n Ac ' -�r i�� . nNOCOr�owa 4!�P�., j.,,._....,-" �1MIT3 OF GG 8 SM%. � ; CONFORM TO(E)SWRF/.CE � . � BLt��K 1 _ ._._ ..._..__..._ __.....� __- _....._._ _ ; ..........._- - . ..... . --- {R1) j ; �—REMOVE(E)FEACE IN PUBLIC �:- I RIGfiT-0E-WAY i i SAW CUT(E)AC AND REPLACE : ', WI 21'DEEP LIFT OF AC '�. —REMOVE IE)FEM1'CE M PUBLIC � �`�'�� , RIGHT-0FiNAY �� i � �-INSTALL POLE 6 NO SfOPPING ! I ANV TIME SI('iN I ', �(N)SIpEWALK � � i ��1r�-zc i � I � . (N)A2-6CURB i , '� AND GUTTER �, j ' , (N)SIDEWALK : � i �[ f � j (N)SEWER CIEANOUF�� (E)AC PAD NOCHANGE I«>urrodueaw rta CONOUR TO lEON Mii QPpFESS�q�,, I �"��`°�g �``� I h'�. �� C 76349 N� * exr�z�na * �,4 CIVIL ��P �OF CA�� J WQ OCN N G� N M Wz� �Q 0 N T Z q =�i..�, a� aa OQ =_ F"Q (n(:i 0� d QO =a' Z a� aZ a'� �� U �� aJN Z WQ �,� ZQ � OJ � y� ?? U W w � wZ a w 'o � Z a o 0 � Z �� H d ��! �'W � � i �� I W �Q Z a d� �Z W d � I W *� J F f- W W Q N N � `�')^ L Tr:�'� fi -� � „'� . 09e,REMOVED . .:� T �\ ' �N�i�WOiw,iEGO�'�T � w. k �� ti M T.: -�� ,`� �� _. � !- .,Y,�, i._._ —�"-�rwtidii...�-fG��oevr¢E �i a {.�aTM ��;, i .� � t i� . �� .. �. � - 1" � _r'� ( I ; I �� P�,y � i `• F�,_:,,�. ;:. �� ,. (t�CABLEAN�PHONEIINES I F Consultin y '�� %� s;��- � M1 Taee io+ �' '"° � TO BE UNOEROROUNDED " r..� - ;r . �� Be uNTED�. l� . �'•`�,^..^ PROM HWSE TO POLE cintyre Dr 10 _ I I i 15 Ma ��--•"� .� ' . � f j �� t �\�, ,H j San Jose,CA 95136 � / ' <° ,-:p, 1 ..��.. __ (�POWER ; AOB.SIZ.BAOO �": /// � _. ,-�-a.__�� ; ;. 3UPPLVLINE � f 10I15 mail.COm 9EE S7AN�RD r S�-' - � X I 1 P �9 .ff r-'�_ VALLEV G TER �- ,- TRP,E ir� , i ;j' �.: ADA MPLOPE ... DETAIL OtJSHT C�3; � �j 'FTOBEQtE aVED < , �' 2�` � ,,., � �� j ''3�� ' �� (N)DRIVEWAV ( .i ��?�a. ::�.�. . „ ��.�� ` � � ' . , , SEEDETAILS rr F � REVISION 1 . � t. ' � � ....,.:; a n ,. ./ .,:... . \�1 � / �e ,�,...�..;:�, `` '..�y /e�,. ..._ BEGINNINGOFWORI�:� . h ...,,, ..,:� . � }'^_f.'vw <Sr= . Y'>L:4.� a,:.._ : , �. .. : I � - _........_w:,_.v.t_: q„ ..� � . ..._IN)SIDEWALK ' _-___ . ......_____ ';��.. ':^�;��:, .:. �� . . .-.:� �. ....�__ ..... ._..... _......... . ...........r. ,._._.,_ �.... Y......_-1--._.._ ...__--- REVISION 2 -�., �.,�` :,� �..:; . n. ' , .�.y, ..�.. .. CONFORMTO(EIWALKPATH _ _ ' �390,at . . _ :::y.:,� • - ,k;.�� .,-.,_ .- �:Y:µ-+f�'z.w•.. "`" }(._, ..�; ,:,• . . . •\...., .� . E-" �-�i .....�,.4..�......_.. �,._.:_r......s_-� ..._�.�DVVER�PbLE`'1'O�BE'ti�`T7�II�A � -.. .... __.,._.._,;;� , . i ; y"c`�� ; ,. � u, ,.. � .__.... _ REPLAC�ED`8'V�uf�DEAGROUND"G _... . ...__ .___....__ ___.... __,..:....,�_ REVISION3 s . .D� -,.°.:. -xv�....,. .,: � ': MI�Bwc�4u3 ;� .::� _, � •. , . . � CQ , ; '.. ' x�,-'t. �s?:,R - - �-.-� ��r, >.. .1 -. .. -.,�„ ',=:,�v • , a..._,.;x. �_�..�.. � , ,.x h. .:. ...»�..� �_: _.,. _.,,...., ..;,;,. . . ... . (N)'FP.RI(sitdP� �. ..,....;� ...;,:... %� /�° � � . '.`'�� REVISION 4 `,5.. , `. .. . �, ' ^``� - �' .__ �_�'!�_' ' �iN�f17DIMlAC .: , _�'� PwWDE '- ' �� " � N NDER R NDEL TRI PPLY N��'� � REVISION S ' � ' �? AQIUST WATER METER :�!��GESTE�BY PGBE �-.- ` ��Sr `;t.:. � � TO GRADE OR RELOCATE '' • , . U'�--'^� ��:� - �' .O.0(N).47-6 CUR0AN0 GUTTER REVISION 6 ,( a.(z:.. .._ . __. .._. .._ .. _. . .. .. . . ... . ,�. , ,...�-..... .:. ._. _�,:., ..>..� -..:-^:�.. . .. ..... ..,,>.,,.... (N)GUTTER _:,...:.. .,�.: �� r:.--�s;' , f, K�' ... .:,_, . .--,..-.�;-..-.,�..:._ _.._.�. ;:..••�-,;;, _��. .. � �:��. . .:.:. � _...1 ._.....4Y� ,.:.'f.".':... . .....::�- � -.—:�+ .';�;��a.� _':_..: ....--�. ..,....,.ti,�,...�,• �i (N)97REE7 TREE TO 8E INSTALLW BV p7V, ' ,� ... ... ...:.:..-"' '.s,- cortncr�orun•wrrnra�rEO�mswuron ,� ... .. •. JOB NO. � F' COMPIFTqNOfMOJFCTTOMIMNOEHbTl1LLAT10N iZZSiI 'I . . FENCE t0 BE ��' � DATE .<Jq^,ii;��i i,..i.':2 �� f�.'��i•,ti'•:tf�s.f.+:ii.�G O 1.1 5.14 • ir � �.s � �r;�a s�� PROP0.5ED WMEEL c y�� p� r � i°•'>�-<:' CFWRR,4MPSEEDETNI CITY ENGINE�R��7�R7�V1TU�1G � -:��U i� ;..;;� DRAWN 9Y ON SHEET C-3 JC F � = STREET IMP�20VEMENT PLANS ,_._ ,_, - � , ` �� APPROVED�v: SHEETNO. � .. �' ... '�. ,�.: ,:.� f` ...._-^i.._.�. ,. ��, �1 �/1� �. SCAY.�:1"=10' , �i owecTi�n o►we c wowcs w.�a�u,� -_ ,,�_. - t __. a - , . �—i __. , __ _ _. _ . __ _ i-_ ,�.,c::� �._ _._ � __. _....... - ___ _ r ,.. _... , . _ ._. � -__' ,_ , _.. , _. , , ` � _ _ .. - :,.. _.. _ ..' �._. . . -:.:. `� \ i �� . .... . � j J WN ❑4 ON i`° � WZ �Q 0 N T Z 4 =�..� a� aa oa �_ 0� N4 Oo 2� Z a� 4Z �> » OW =� (n� �.J WQ �� ZQ � O� � �w W � �Zd w � � z L O O Z � � I ��u• W �a7 ~ 0 Z Z a � � W � J I F F- � W J W Q 2 U N N �F Consultin 315 Macintyre Dr 10 an Jose,CA 95136 408.512.8400 jfplans@gmail.com REVISION i REVISION 2 REVISION 3 REVISION 4 REVISION 5 REVISION 6 JOB NO. 122511 DATE 01.15.14 DRAWN 8Y JC F SHEET NO. C2 I ----, I � � --:o�rrnruu.- � i 6, MttE I T �'►.CG.RESIDEMIK (_ 5"I.[C.COMMENC[AL A II�AUSTRIAL � STANpNtD 6 � I � _"'.�_ �i• ..•.y' \ \ \ \/\/� \\ ` o l?- /i/i./n/i./i./i./i,/i / '. oe I _ �_ � -.;.• •,,• \�`''• � .°r�. u.n acuv w w' �X'Fiyanrbn,bint � B � ~ \�� 00�`�0 4'LLA55II AG6REiATE/ASE L �s• ` �•M55 tI AGGaEGA7E MsE ��IIEV�TIVE t�,�� _ I_-_ � - wtt►i A s�z�nmE MONOISTHIC SICEWALK Inlseaetfon s�sut I `/ I � �� ►a.�n�.nena i \ �p E�a(san Joht � -- seor secna� s-e i / I ------- ,'�' �'6 --{'-6 � � I �hRK STRIP VARIES-� 4'I.C,C. I � STANDARD � � " � a1R�a aliica � �-� � .� • . �� . . . � ��\��,/�\�\��.��' . .. . . � °' ' °" ° ----J ee�• o�4'M55II Aii11EiATf�ASE � ° WITH A 9fJ7�RELATIVE COA4PACTION 1'LLASS I2 AiiNEiATE�ASE WITH A!5%RELATIVE ' mMPACfION � . 6'conc. �T/��.i��.�1�� 24' 21' Powm�ni �. .2'min. ., �TE$ �?-S•;L-..;.;'.�� ::.....,,.r.,-+Y,.;i:: i• �/ "'� 1.Orivaway ContKte thickrlest:Rt�iderltiol-5".Commrrcal and Industriol-6". �. _ �. e• 2.One par�d of dis�ersirg black�oil be mixed with each wbic yard of concrete at ihe -�- bor�h Olon,. �•aa..N Aqq.baae metMai �.Sids�ntks,curbs and gutters sholl be Class'i"(5 sacks per cubic yor�a4 per Stundord C das�II Aqq.bo�s moteiMl rlth o 997C rdaUue c«npwtion Ci(ICQ?1011/fld l�10i�Qi?�il1� $,OOO !1 M ZE Hm a wsx�«aerb eom�c�a, w�ene.�e m�n SE CiION A-A 4.Sr�dewolk finish slall be eaarn��type. P..'.' �• rn+icK,sccna� c'.a- w i.+/i.a{e'.s•w�oro� STANDARD VALLEY GUTTER �w�� . ReMaed 2/07 pTY OF CUPERTINO A DA :. • �_+� C��C��NU �' •---��U DATF.:I�_�.,� 1-19 sTnrtowttn n��•�u.s c�,�� STtiNOARD DETAI�S GTY NGI wec•�' wr � �,\��`� N07ES 1. Cenu�b driwrop not meniotary In bdudeld eaa�rMn�IdewAn n�l eonslnieted !. Eeon mab not M nreeee s'-0'0.C. Uae m�Manked�pretor�t way olFwr�ca�mwk J. it�Mh b N Iqht Maom. 4. iidw�oik to M nploo�d��n�w drMray M /kt�L 6�` S. EQp��t Myw�y dfol�M o ialnYnum of 4' Uem OrOp�rty IM!�. W�Wldlh w x ' •/T - �'w.a?aw. s'. W�NM I�� V�n «�kan��41.31C to�3f[ H��bv 18'0.0 Eoth wyo �ultx �,��jNnt 4'rMid�+t{d .+ � �t'��='- ��.. ,�• : �'� ♦• - � �' M�94 ••' � m�trld �kh�f3'i��iattv� eaenPaetb� � tMwa)+ �hd hau�Mra��Ft iq�to Q •iCT10l1 A-A DRIVEWAY DETAIL-D�TACHED i1DEWALK c�rY or cu�xnwo 'n�►rov�o e�'•''-�-�_ o��:Z1�,�1�.' ,-20 STANDARD DETAILS 6'CURY �LT' RaMln�rg rub if irce:fay 6'RETAIIJW6 MN�PFIESSARY WC rawy to be tMMd� � 1 �WtA giRtee 2%M�+�. A' s"�.--j '-'-'__5 ��6. � 22' SELTION A-A � i \ �.� . j' -iORDHtGRO0YE5 2'WTTE7� : f.])x ,y � j !JO'1E:IF S2DE WAtK IS LESS 7HAN 6', ��.._.,__, FUIL WIDTH OF SIDfWALK SHALI. 6' �' 6' !E DEPRESSED. "-- --_�--. _ - i.r L!NtflliOLM1YYAtVX. � A � � �nncr) F Y O t-dQ m ei�a�r CASE A-5'MONOLITHIC SIDEWALK -i.� i' j___/� o er�) r".'us�m.nv 1� O Y�� O \ 0[7ilTAtE MAMOJf f1A/ALf M4�/l 7K5Hrr+�H n�M�d.urtdas.nC .i�IRA P TO�E AI�1fMUM�"P.GC.pJ!'CL155 2 A66RKATE YASE WIrFI HEAW�ROOM FIIJISH R TA/INSVERSE 10 A)If3 OF RAI�V. 2.QJR�RAAVS TO IE 1LALFfl NlONf71.ITMCALLY WIiH ClAti.6UTTER i SSDEWALK 7.CUR�RMNS SFiALt HAVE DETECTA8I.E WNtPIIN6 SURfACE tY.Ar ExTEN05 T1E FULL WIDiH At�� FEET DEPTH OF 7HE C1A��AMP.DETECTAKE WARNi7JG SURFACE SHALL CO/��ORAI TO 1}IE OETA2L5 ON TMS PLAK USE YELLOYV CAST LN M.ACE COM►OSITE TALTAF{Y ADA Sq.Vi20N5.SNC.OR CITY APPIlOVED EQUAL�15TALL PQ MANUFAGt'UI16tS f►ECIFICAI'ION. 4.THE EDiE OF TFE @ETECTA�LE WMI�1C SURFACff I�At1EST tHE STREET SHN.L IE YETWHEN 6"AND r�o�n�wr�R now�n� 5.NR{MMP INSTK1ATi0N SHALL fAMPLY WSTH CALTRANS STMbARD M.AN A6M 2F FIELD CONOtTI0N5 DIffER CURe R�1MP DETAILS CITY�G2TPF.R77N� C.�L�� DATL':�_O/ 1_24 STANDARD DETAILS p�y,p,,�� CITY ENGINEER'�SIGNATU� �vaROVeo er +�2 �_ oweero�oFrusucwo�s cx►.�rivu GENERAL CONSTRUCTION NOTES: 1. 1. CONSTRUCT WASTEWATER COLLECTION SYSTEMS,WATER LINES,STORM ORAINAGE AND STREET PAVING IN ACCORDANCE WITH THE LATEST EDITION OF THE PUBLICATIONS STANDARD CONSTRUCTION SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS, WATER LWES,STORM DRAINAGE AND STREET PAVING,AND STANDARD CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION SYSTEMS.WATER LINES,STORM DRAINAGE,AND STREET PAVING PUBLISHED BY THE LOCAL JURISDICTION,DEPARTMENT OF PUBLIC WORKS AND ENGINEERING. 2, 2. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY USA(UNDERGROUND SERVICE ADMINISTRATION)CENTER AT LEAST 48 HOURS BEFORE PROCEEDING WITH ANY EXCAVATION.UTILITIES MARKED NATHIN THE PUBLIC RIGHT OF WAY OR IN EASEMENTS SHALL COMPLY WITH TAC TITLE 16,PART 1,CHAPTER 18,RULE§18.6 AND THE AMERICAN PUBLIC WORKS ADMINISTRATION (APWA)UNIFORM COLOR CODE. 7. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER,WASTEWATER,STORM WATER LINES AND TRAFFIC CONTROL DEVICES.DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH THE CITY OR COUNTY, DEPARTMENT OF PUBIIC WORKS AND ENGINEERING'S STANDARD CONSTRUCTION SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEM,WATER LINES,STORM DRAINAGE,AND STREET PAVING AND STANDARD CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION SYSTEMS,WATER LINES,STORM DRAINAGE,AND STREET �. PAVING,REFERENCED ABOVE,AT NO ADDITIONAL COST. 4. ADEDUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. S' 5. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS,PLANTS AND TREES ALONG THE AREA OF EXCAVATION. 6 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF CAL-OSHA REGULATIONS AND LOCAL LAWS CONCERNING �• EXCAVATION. .._6" �1" �4' �_i _____ � / Favd^�ent flush a�t;7• '� � or ero��able w:th auttei ,r - � '• . • . .� , R.iI��,Oo 00 .�, n On�B�ov a°a�o ° °0 '4� Class 11 Agg. bas��^' �� D CURB SECTIONS C�T"Of CUP�RT,INO 'APPROVEO STAtVGaRU CEiA,LS / HOME DOWNSPOUT SPLASH BLOCK �a DOWN SPOUT 2-FT LONG FINISH GROUIVD C3`-`,,..•:.:.:,,. SPLASH BLOCK AT DOWNSPOUT x.r.s. y a y y y Fiberrolls y y y \ y y p� Nott: Inswll fibcr roll along a Icroel conrour �'� y y y TYPICAL FIBER ROLL INSTALLATION N.T.S. REVt�[U 3/ I-16 QPOFESS�p, o p5 �F y;� �, �'6 C 78349 M� * exri2/�ine t �1j� CIVI� �P 9�OF CAI.�� 8. 9. 10. 11. 12. ��. 14. 1!. 16. 1�. 18. 19. 20. 21. u. 23. b4. 23. 26. 27. 2Q. N. C[I'Y OR Ct1tERT4�0 GiR'EEAL MOTES en w�afC r�lt be m,coai�ce.dr me srr.or caliran;,n�mC or •I► '[}�o+r«erio■�eaaa�a apeei6unm.P.cao�.+�no....m,aae�,.oa sma.na Tlo(YeM�diiaae,r wwda�,�od City e[Cupaboo S�odad DauiL. 1Le taebfe0or�tl patwm�o w�mk doa�ed in Ific iped5eatien.aod u�hoRV on dx �waac,asd n tM rarsl�cion otM City Pn�Yna. Appro�yl of Wex pisnc d�nll uot ndca,�e ILe Owaa or Coutracicr of the rn�paun'hility tOf OOtfld10115 Of IMlhltl/�tfTMi,0�alniYd00/e0nhined I�Ol1�. �d0[I�Ib0 aw�c nf uc�Mrrttion of knpmvanatl�,p�ddic i�ecR roq�irce a cmdifintiaa ofor a �pn+,n trow�r�e acy oe c�r�O su.,�w Detrt.a u�sc impravcmrnn plam, 14�e C1ry Fapnea r6s11 6are��itY b aQ�e su�i awdifiuROn ae Mprlun a�d b apedfy me m�ma 3n wbich the fama ie b be cuapleted,N t6e 9ole aepm�e of @�o Ow�aa a Comnctor. Aqx�wd oC tAex plmw 6y d�s(tiLy Fnrnocr ia rnJy fir{�uhlic rigMof-w�y iu�rowmub Cwch�y Morm dram i 4s ri�ht of way��od nd Ca wat�t,a�.�va or dry�tilitia.!t ie t§e Ds�•elqa'rOVro�'s r�cpomibiliry to madiva�e miexw eod �pprov�l 6ron erL ot tho LhilitY comPsnic�,wd to proridc�ppmv�l kriay rs hr�la�ll b�e Me rc�po�lrlity ot tlie CaNr�clor In enewe 16e approvai plao u ibe LKCCt eevfeed pim ae Nmibd b iu�ubco�aora,and ro a+�urc the IYOCt qiprc+ved �iss ae onsst,�t ffi tiva d�ain`wmrQuctioa Tl�e Comru.`Lor fhJl nolify tha Ctity of Cupeitim►ubiia W'uka Ina�rxtrn two(2) ��Y�7�P�b teWiret ao m�pcctioo.G�l(108)777-�104 a cwhaluk Public w�.x.+�ao„�. C�str�wtioa mn trd6c eonvd devYom�Fap be!nXallod prior m begim�i�g of work. Nority Cky oi Clpmtlra Tra�o Slpul Maloteanae R�Yspatim of tnf9c ai�al hdlitr�ien exavrion�R(Mkn 777-13E6,two(I)wrxking daye�cior M 10��6 eny wbiaet ac sip�d 6�odNia�s�W tLe job. Tha Conrnebr�hall loeaa uoderQrouad fadlitia iu the aroa of walc.T6e Contrxiw �6atl wM�d Uad�gvmd Safvim Akrt(lISA)�t 811 Rvo(2)aorking de}9 in adYUxe uf my woek 6ur locatioa of�e iader�wmd Cacitioea. Atl imdag�ound wlida shall Ye iwsadkd ind hckfiBed bcfrKe pLemwrt of dw base mtccinl yd wduce drucbae�.It uh7iws ace 10 k i�talled+�baa4umUY�n w�itrcn md8crion Gom Ihe�SxMd��Y oaq�my i�&MinII'tb eommi�ant Oo bore or 4mMl�11 be�nbmittod no tM CitY Eegia'er be5ore p'ocoed'wig wit►the walc. Uoda[�rnrd utllifie�,acecpt etrnm dwirt�ud mitar ae�vets,�hs6 not bo�a-mitted in}awmmt�rc4 tih l6e n�zptioe uf atreet aaxsinga,unk:u�+p:nved by the City Pqioea• AA w�tQ lina,vilcu.\Ydnoi4 od iqyuctm�ooa thacbo�tnikd rhLin du Qublic ri�tof-waylidt be tfie ryopary af�o w�uliiry wmP+aY• Stam�liaa iuWled u grl o[Ibs wmt on thae pines�all be clered of dl Lh�i�and ohsn�r�iaee prior tl�flnd�ooe�deoe. .UI umch bedc5�.Sll+mf,aoA bxu auQinl eEaD attsn�minimum 93'h reLdw eaopution.For typiol trcRSh ccctiom�aecept fa uaitay Kwas,mfa w the City 54odrd Uetsls. 17w Devalo'Q�pay dl eo�ts lor mdsaue�den�iry nrva�(Calif.Tmt No.216E) ane my uNa�r r�.t�myuircd ey the l�ty t3s�wov a�mng eccA a�cmctim. T*ac,roota,�d fadyn m�a in exist�6 a P�D��o�wq iLeL be imoval w a deptY of Nro(2�£xt Oebw�ade rd 8�o�ed of pa CBtso�Standaids,in iYe aec urr•ve u«roots a,�cry wea Qe...cooaactar�edt canua um ctty M 6dd d+saveHoo Ria b imov�hee mob. 'Mnch plaln�in d�e travdcd tray�Il bc 4�t£ic nted.Prop«tY sacurcd a�d ehel!be teansed�qon the teqaat of the Dimcior ef PuMk W�rt.i. All trmdwc loated w�itMn 7'of�a od�c of pavcrt�nt(ic cutb,Gp of�xoa,edgc of �o Pav�tat.a!C J�h�C be iepMVed b tYt edse of i�vimmt Alt new pavmxct�hill nea,�k t�e exi�n{pvaneM�aaion.A mimsum pa�w�ent sation o[Y'ACJ6"C]an 2 AB v m�,mad. E�cirens p�vemmt thet u rema�d or damr�d ihtll be cqlacad ae rayu'sad by the Clty£a�iuea. M�n6ote Lnsa md wvtn s6oD be bru�ht�u fiaiah�xta prtor b final W g�n}T. Fiva(S?W�Y�ri F+�w��i Oa�na�t mipi�S.�he Cennacror�dill at aadc ehe�tripYy and�equeK iev'ww of�e at hw�lo by Ihe Cl'ty Iraffic tl�paa�r. iht CkY ic�ea�11 Y�w re ri�t b aake�hutye�m Ihe beKiaa of t6e i�nmcat dtnfCie eAUpati pawmmt svkiuge,and�wnnaN martax. Conciws fa use ia dl caxreb er�eturee�all conk�m b Califania Dapmtmmt of Tcwputtation Sundrd 3psaGmiom se�m Vc1.ump inlae,ddewelk�aubs md a.etan�M►t mwte s90 Ib..ot'«neal prr wbio yxrJ.�d�afl m�a minim�m, strrngM of 3,(%!0 rui in 28 Mpa. thop mku aha21 be mtwuclod eonf�neing to Ciry Stmda�d Th9r'ls mtas oHxrwix motsd aa th�pLw.Dcnp Iolels ahrLL b�ioKdhd wnc�acart�ritt�tl�e mnstruaion of tho art,ma�otu.°rlo nu�pi�Furr.a se B.y.^pL�ue�.n be iaaa�aued on�he aab�x�t b all mteu. A�iom�idm�of fva(5)ioaha of�naaW fAall Ee raqoiced ia�rt�:iv cki�eway q�pio�cAu and 6mr(1)indrr fer Iemdadd.'fLe thive�vaY�PP�� ZIC 1RaI1UCf�WIILIRRM N11�11�IC CallllfLCi100(1(f�1t Qtb Oi��IYICf. �of dlapaary Aledc elull be mixed with ach ai6ie ymd of come�e at tLe �� City ttedud Scat 1tyMs ahdl k ia�telled r ra�ufred by Ya Uircetor of hbtic Wo�u,ad�11 ceofptQ b t�e Cty Sf�nd�ed Dafaila u�d Ku4s.Durin�onostn�ction �o�.�YY='��i�be yiovida!r�w;auey b eneurc thc ►ublie uhty.Taryerxy f�rou Iith��ha1t k iosh0ed x Ae disrtetiuo o��I W�e sui�fi�tioe of,M D'a�eEOr otToblie Worlrs. City NmsdmJ streat�oonneod�IrM be eomuadod a Me M+cati�ns�Mwv oa the plms w r direaed by tM City 6n�aa. Nsw Ciry atadcd strod monummta�od otha pma�nmt moa�anu�rbed duri�m'rtr+rxim�dinll bc tcqtaood bdoee se�taoe of tle impruvmmn by b City F�.Atlstioe it Ancled 10 Sxrion ET?I drx Glifontla 6u�ica�aod x hofwaiwf Cd�for O�nqui�wiM eooamint�un'e5'mm;umma. Exi�ing �av�y�o�uomb�11!�bcat�d edk�mad by or md�r the diration of a Yae�ued 1nd�rveya or wsi�tartl�ivil ee�iaxr p�ior b wnauaim apv�tk,w,�d �oomer�emrd or racm�d of w�vey t6aD b�llod with die Cauty 3ueveya of Ws COUdy d'S�ffa ClCa.P.iiltia��rvmy moa�aMS�dl b0 tceet b Rniah p'�da,ad .a�wer i.caa a�nt ot wira�11 a ew,vi1�m.co��ly s�.�ro}er ot eia Couory ot Sa�s Wera�ior to tfe ttwidie�of�a u¢d8�ate of comple6on for fia pwJaet• Con�uctio�eutvey�ake�or ma[b(ooutrd�Yta)to mubl'vh L'n.s wd Q�dea�hull be al by ths Contrsbr'r nwe}or or�n�ner. KMify 11u City inepeclor txro CL)M'oduo�/eri b aiwow af tey�.driry{�aevim iix ehmeNna fleln�uln�.'lle�co(3)mWa ort6e wt rheeb i�all be SNaished ro th�Chy Irpactor. 30. Ck��ii+.�of b4�Mll be compkted o Oete�mined by the City[3eyonoie,u�ho�ett on fia Plw.aod fY�II Laiow mquira¢ma aud uaodands ac ut tb�m tlu CY��St�md�ud Cw�d'a�a ud Drainqe mm. 31. Ll�moliti�w of�c Lnb�R ao�fan�n Srus Clua Ccwnry Fn•im�eohl Hnith Depe[tment regolaHons Worfc�afl be da�priar m amaiructiod J WN �C q N `� N M �a Zq 'Q� 'Q'Q N a �d m Q = _ 0� NQ Oo =� a� az �> >� U �Z a� W� �� Za O a � � y UW W � w Z n- w 0 c°� Z a o 0 � I �� II W �� o O� 2 3 a � I'I �� I� � I F Consultin 15 Macintyre Dr 10 San Jose,CA 95136 408.512.8400 jfplans�gmail.com REVISION 1 REVISION 2 REVISION 3 REVISION 4 REVISION 5 REVISION 6 JOB NO 122511 DATE 01.15.14 DRAWN BY JC F SHEET NO C-3 OFFICE OF COMMUNITY DEVELOPMENT � ,. CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E RT 1 N O (408)777-3308• FAX(408)777-3333•planninqCcD_cupertino.org October 31, 2013 �VISED Kalaivani Raghupathi Subbia.h Raghupathi 10230 Peninsula Ave Cupertino, Ca. 95014 SUBJECT: ADMINISTRATIVE HEARING MEETING ACTION LETTER—DP-2013-03 This letter confirxns the decision of the Administrative Hearing Officer, given at the meeting of October 24, 2013; approving a Dev elopment Permit to allow a 498 square foot addition to a single family residence to have a 7 foot, 1 inch street side setback, located at 10230 Peninsula Avenue, according to Resolution No. 28. Please be aware that if this permit is not used within one year, it shall expire on October 24, 2014. Also, please note that an appeal of this decision can be made within 14 calendar days from the date of the mailing of the notification this decision. If this happens, you will be notified of a public hearing, which will be scheduled before the Planning Commission. Sincerely, �--- Stephen Rose ssocia e Planner City of Cupertino Enclosures: Resolution No. 28 (revised) DP-2013-03 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 28(REVISED) OF THE ADMINISTRATIVE HEARING MEETING OF THE CITY OF CUPERTINO TO ALLOW A 498 SQUARE FOOT ADDITION TO A SINGLE FAMILY RESIDENCE TO HAVE A 7 FOOT, 1 INCH STREET SIDE SETBACK AT 10230 PENINSULA AVENUE SECTTON I: PROJECT DESCRIPTION&RECITALS Application No.: DP-2013-03 Applicant: Kalaivani&Subbiah Raghupathi Property Owner: Kalaivani&Subbiah Raghupathi Location: 10230 Peninsula Avenue (APN 326-22-021) Subject: Development Permit to allow a 498 square foot addition to a single family residence to have a 7'1" street side setback. WHEREAS, the Administrative Hearing Officer of the City of Cupertino received an application for a Development Permit as described in Section I. of this Resolution; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Administrative Hearing Officer held a public hearing on October 24, 2013 in regard to the application; and NOW, THEREFORE,BE IT RESOLVED: After careful consideration of the maps, facts, exhibits, testimony and other evidence submitted in this matter, the Administrative Hearing Officer hereby approves Application no. DP-2013-03 based upon the findings described in Section II of this resolution, the public hearing record, and the minutes of the Administrative Hearing meeting of October 24, 2013, and subject to the conditions specified in Section III of this resolution. SECTTON II: FINDINGS: 1. The proposed development and/or use, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; The project, as conditioned, does not result in a detriment to the public health, safety, or general welfare in that the plan maintains the existing neighborhood pattern, shall not result a greater encroachment into setbacks prescribed by the site development regulations of the R1 Ordinance than already exists, and improves convenience by proposing a new accessible sidewalk. 2. The proposed development and/or use will be located and conducted in a manner in accord with the Cupertino Comprehensive General Plan,underlying zoning regulations, and the purpose of this title and complies with the California Environmental Quality Act(CEQA). Resolution No.28 DP-2013-03 October 24,2013 The project, as conditioned, complies with the General Plan (GP) land use and community design guidelines (see project data) and achieves a pedestrian friendly street environment consistent with GP Policy 2-22. As no change in density is proposed, the project complies with GP Policy 2-24 to retain residential units in the Monte Vista area. Furthermore, the project is consistent with the underlying Monta Vista Special Center Plans, and un-codified City Council Ordinance 933, in that the proposed project strives to achieve R1 standards. Furthermore, the plans promote the purposes of the R1 Ordinance to preserve and enhance areas suitable for detached dwellings in a manner that maintains the identity of the neighborhood (through maintaining an existing single family home and maintaining the development pattern of the neighborhood), ensures an adequate provision of light, air, and privacy (in that the encroachment into the required setback occurs on the street side of the property), and ensures a reasonable level of compatibility in the scale of structures, and reinforces the predominantly low-intensity setting in the community (in that the size and scale of the home is compatible with the neighborhood and the Ordinance). The project complies with the California Environmental Quality Act in that the changes to the property are exempt—as described in greater detail under the Environmental Assessment section of this report. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. Planning Division: 1. APPROVED EXHIBITS Approval is based on plan sets received on September 17, 2013, titled "New One Story Addition and Remodel", consisting of four sheets labeled "A1 to A5 "drawn by RTC, except as may be amended by conditions in this resolution. 2. ACCURACY OF PROJECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 3. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the first page of the building plans. 4. COVENANT REQUIRED The property owner shall record a covenant on this property to inform future property owners of the requirement to reserve the use of 400 square feet of floor area for the future development of a covered two car garage and 200 square feet of lot coverage for a second uncovered parking 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 building permit final. 5. CONSTRUCTION HOURS Construction activities shall be limited to Monday through Friday, 7 a.m. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m. Construction activities are not allowed on holidays. The developer shall be Resolution No.28 DP-2013-03 October 24,2013 responsible for educating all contractors and subcontractors of said construction restrictions. Rules and regulation pertaining to all construction activities and limitations identified in this permit, along with the name and telephone number of a developer appointed disturbance coordinator, shall be posted in a prominent location at the entrance to the job site. 6. 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. 7. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 8. 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, dedica�ons, 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. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 1. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM The project shall comply with the requirements indicated on the Public Works Confirmation form dated 9/9/2013, including, but not limited to, dedications, easements, off-site improvements, undergrounding of utilities, all necessary agreements, and utility installations/relocations as deemed necessary by the Director of Public Works and required for public health and safety. The Public Works Confirmation is a preliminary review, and is not an exhaustive review of the subject development. Additional requirements may be established and implemented during the construction permitting process. The project construction plans shall address these requirements with the construction permit submittal, and all required improvements shall be completed to the satisfaction of the Director of Public Works prior to final occupancy. 2. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grade5 and standards as specified by the City Engineer. Resolution No.28 DP-2013-03 October 24,2013 3. STREET TREES Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer and shall be of a type approved by the City in accordance with Ordinance No. 125. 4. UTILITY POLE The utility pole, located near the southwest corner of the property along Peninsula Avenue, shall be removed and all services served thereby undergrounded to the extent feasible. This work shall be completed to the satisfaction of the Director of Public Works prior to building permit final. 5. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, PacBell, and California Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. SECTION V: CEQA REVIEW This Development Permit is categorically exempt from the California Environmental Quality Act (CEQA) per section 15301 (New Construction) of the CEQA Guidelines because it applies to a mixed residential and commercial building and site improvements not exceeded 10,000 square feet. PASSED AND ADOPTED this 24th day of October, 2013 at a Regular Meeting of the Administrative Hearing Meeting of the City of Cupertino, State of California,by the following roll call vote: AYES: HEARING OFFICER: Gary Chao NOES: HEARING OFFICER: ATTEST: APPROVED: /s/Ste�hen Rose /s/Gary Chao Stephen Rose Gary Chao Associate Planner City Planner � u, � � � 0 � � � 0 REF.NORTH�9�� FLOOR PLAN SCALE: 1�4��1�-Q� F.O.C.- <E> 3'-0'HI PICKEf- FENCES.TYP. / / / / � / / / i / / / � NEW CURB RAMP_ / / / / �- - -- , / i / / / i / �i i � / o � * / � %-/ 4 Q , �, . ; / r � � / '0 4'�,� I � � / v y .� 2 � � o = U J/ �(_ `� / NEW STREEf TREE PENINSULA AVENUE —'�'��'��L D �:: . .� �. :F �.. � �� —�� g. .�, , . . _ ; r-. .:;� �� r..s�� ._� _.,,�.. .: �..� "'��'--/� ._.. .__ _. wi a.8� -- ' �—------ i � r / � � I i i i i / <E> � / LANDSCAPE � / AREA I / j � � � � � � ' � � � NEW ADDITION 417 S.F. . ��i��.. PROJECT DATA J W O � W � Z U = Q? 'a Q� Z� mG' OU '_ 0� �� Qa QZ aQ g Oz �? N w (�� a � W r°� � Z o o� � 3 ZONING P(RES) W Z Z APN 32Cr22-021 a o LOT AREA 4,792 S.F. F.A.R. 1,234 S.F./4,792= 26% � LOT COVERAGE 1,517 S.F./4,792= 32°/a p U FLOOR AREAS: w � <E>RESIDENCE - 736 S.F. O NEW ADDITION - 498 S.F. � a TOTAL BUILDING FLOOR AREA - 1,234 S.F. a Q � � � w Z O U Z > � a iJEW ADD(fION Z 81 S.F. R��►�-T /R'�l.�cAT�� TRI'd 6'-0'HIGH Q REDWOOD FENCE. Q J LL z _'I` W a �EXISTING POWER POLE TO BE REMOVED TO LJNE UP WRH <E> FURTHER SOUTH. REF.NORTH�9�� SITE PLAN SCALE: 1/B�-1'-0� � � W � < = u � � REV�510 1 REV'SION 2 REV'.SION 3 __ VICINITY MAP ( NOT TO SCALE � REVISION 4 �1 ., � ..b� �`r ¢ s?mi:i. q �v�,. . � � j - � REVISION 5 $ �5,. �p� i ^ r..,.,r v. � i 3 1 3 F `� '� "r`+�, J' M.�agrk REV'SION 6 ��. SIT ,-=°,\�� Mx4'° ,:,y^ � �.�n� �oe tio. W;�,.� � I :,.,�.,. . 5 j } •+ 122511 \ a ,.., w.�. .r%��,n 5 w.,a;.� u.,..c� � � y t -e,� ur-:,, DATE �,,, �'�_5i� 3;,3 09/10/13 " �naa-iR,�,- � s "F':-.. � 'S �� DF2AWN BY 9 � < <»,n< <.�°` .�, RTC .�.u.. � - �+ w:s�eoor, .�� „9` �r„�„� -`� ` SHEET NO. '.a �+�xR.u..� ;.ic��c 3t�•.k6i�c �!-rr,C� "-�� x � � �n,.Mr„ � < n`�,`. ` A-1 ..�..a � �.�� n:h ��. ; �/ �� .�. , � . � Y Nn.�e..::1..t � , M.^W�. 3 � . r �' � � L/'l V L !11\L/"1 - L V�J J V(.I 1. EAVE LAYOUT �I/ILUIIVV /iRL/1 — I�LJ't J�.(.r I. FLOOR AREA BLOCK PLAN BLOCK AREA CALCULATIONS SIZE AREA A 20'-6" X 7'-0" 143.5 SF B 27'-0" X 25'-2" 679.48 SF C 20'-0" X 9'-1 1" 198.32 SF D 18'-0" X 8'-10" 158.99 SF E 14'-9" X 3'-3" 47.93 SF F 3'-3" X 3'-3" = 2 5.28 SF TOTAL 1,233.5 = 1,234 SF EAVES AND BUILDING AREAS REF.NORTHE�-�� SCALE: 1/4'=1'-0' F.O.C. <E>3'-0'HI PICKET FENCES / / / / / � / / / � NEW CURB RN / � / i `- - - ��VAL � ��'-��/� �.��a ��. . _.t _ , .. ._. :; �E 4'�✓ �� !� � �„e.� ��.�_._ :��— .� �� , F.O.C.FURTHER SOUTH. REF.NORTH�9F-�� LANDSCAPE PLAN SCALE: 1/8�-1�-0' ..,-..�....,.,.,..._..,......... , ..,..�� ,?_� i_� I� :3 �J �� '..! � _� 11 �� SEP 17 2a�� _ By__ ___— _. � W 0 0 � W � Z U = 'a Z Q a a oU �_ o= � � � aa 4Z Oz » �a �� W° �� N Z O O� � � WZ W Z a 0 O w H O Z � ¢ � � � � J w J ¢ = U Ul N REV1510 1 REViSION 2 REV!SION 3 REV!SION 4 REV'SION 5 REV'SION 6 �06 No. 122511 DATE 09/10/13 DRAWN BY RTC SHEET NO A-2 Tt-11 SIDING`. ASPHALT SHINCLE! EXISfTNG SINGLE WINDOW: � -�— EXISTINb.,�...,.... WALL FINISH.iYP. WEST/FRONT ELEVATION SCALE:1/4'=1'-0' NEW ASPHALT SHINGLES TO MATCH DCISfTNG.TYP. NEW HORIZ.SLIDING WINDOWS, lYP. STUCCO WALL FINISH TO MAT( oasnNC.na. -� �-�:�r�� Y' ..�c�!3 -�'� ._ _ _r. . _� ,. ;,a g_��R,��-w 3��_,.��. � ._... . ., ... ., ��"�%1�-I-! �-��. ..___ r�_--��"-I3 i �-.,. �.. ....�...�...Y '�'�' .. ........ ..... ""an...,.... DOOR _..�....._ EAST/REAR ELEVATION SCALE:t/4�=1'-0� WALL FlNISH.TYP. NORTH/LEFT-SIDE ELEVATION SCAIE:1/4�=1'-0' .. �� r�� r.� �� L!J L■J LJ LJ � NEW :::: :i �� NEW ADDITION SOUTH/RIGHT-SIDE ELEVATION SCALE: 1/4'�1'-0' H VG. uTE� �E_� NEW ASPHALT SHINGLES TO �MATCH EXISfTNG.TYP. NEW HORIZ.SUDING WINDOWS. �1'YP. _ —�ToE QE_eIaTF� 0 I � ,�FLOOR LINE � STUCCO WALL FlNISH TO MATCH D(ISTING.TYP. �. � '`J� �_�� IJ '�; i SEP 17 20�3 �. J W 0 0 � �7.� � Z U = Q°z_ Q 4 Z� m�" O U �_ Q? � � � aa QZ �g a¢ �v�i » �a Q`� WN �� Zo Q� � 3 �W W Z W 0 Z a 0 0 W F � Z � a � Z Q � Q � w � w w � F � w w a = U U1 N REVfSlO 1 REV'SION 2 REV SION 3 REVISION 4 REVISION 5 REV:SION 6 JOB NO, 122511 DATE 09/10/13 DRAWN BY RTC SHEET NO. A-3