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RM-2015-27b OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 C U P E RTI N O (408)777-3308•FAX(408)777-3333•planninq(a�cupertino.orq August 25, 2015 Atelier Designs Attn: Francis Kun 500 W Hamilton Ave. #112165 Campbell, Ca. 95011 SUBJECT: MINOR RESIDENTIAL PERMIT ACTION LETTER-Application RM-2015-27: This letter confirms the decision of the Director of Community Development, given on August 25, 2015, approving a Minor Residential Permit to allow a 5 foot, 5 inch extension of a non-conforming wall line, located at 945 November Drive, with the following conditions: 1. APPROVED PROJECT This approval is based on the plan set entitled "Residential Remodel and Addition for: Martin and Gail Nordby, 945 November Drive, Cupertino CA 95014" consisting of eleven sheets labeled "A-1 to A-5, S-1, SD1, SN, T24-1 and 2 and a BMP sheet", dated Received August 4, 2015" except as may be amended by conditions in this resolution. 2. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the building plans. 3. ACCURACY OF THE 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. 4. 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. 5. EXTERIOR BUILDING MATERIALS/T'REATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments and/ar embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any Minor Residential Permit Action Letter Page 2 RM-2015-27 exterior changes determined to be substantial by the Director of Community Development shall require a minor modification approval with neighborhood input. 6. INDEMNIFICATION Except as otherwise prohibited by law, the applicant shall indemnify and hold harmless the City, its City Council, and its officers, employees and agents (collectively,the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against one or more of the indemnified parties or one or more of the indemnified parties and the applicant to attack, set aside, or void this Resolution or any permit ar 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 applicant shall pay such attorneys' fees and costs within 30 days following receipt of invoices from City. Such attorneys' fees and costs shall include amounts paid to counsel not otherwise employed as City staff and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly related to the litigation reasonably incurred by City. 7. NOTICE OF FEES DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. Please note that if this permit is not vested within a year,it shall expire on August 25, 2016. Also,please note that an appeal of this decision can be made within 14 calendar days from the date of this letter. If this happens,you will be notified of a public hearing,which will be scheduled before the Planning Commission. Staff has made all the findings that are required for approval a Minor Residential Permit as required by the of Cupertino's Municipal Code, Chapter 19.28.140 (A). 1. The project is consistent with the Cupertino General Plan, any applicable specific plans, zoning ordinances and the purposes of this title. The proposed project is consistent with the General Plan as the project is within the Low Density land use area. There are no applicable specific plans that affect the project. The project has been found to be consistent with the requirements of Cupertino Municipal Code Chapter 19.28 Single Family(R-1) Residential. 2. The granting of the permit zuill not result in a condition that is detrimental or injurious to property improvements in the vicinity, and will not be detrimental to the public health, safet�or welfare. Minor Residential Permit Action Letter Page 3 RM-2015-27 The granting of the permit will not result in a condition that is detrimental or injurious to property improvements in the vicinity, and will not be detrimental to the public health, safety or welfare as the projects is located within the R1-6 (Single Family Residential) zoning district, and will be compatible with the surrounding uses and neighborhood. 3. The proposed project is harmonious in scale and design with the general neighborhood. The proposed project is located in a residential area consisting of single family homes. The proposed project maintains the single family home scale found throughout the neighborhood. 4. Adverse visual impacts on adjoining properties have been reasonably mitigated. Any potential adverse impacts on adjoining properties have been reasonably mitigated through setback conformance. Sincer , � � � Erick Serrano Assistant Planner City of Cupertino Enclosures: Approved Plan Set CC:Martin or Gail Nordby,945 November Dr,Cupertino Ca 95014 ��' 9.Nall Ior Munlny eholl bs With box naile,nuri�ar md elzs from hea terior locatlon. ��o'��,�T��.,�xupt w not�d on piara cnd �o.�.� �ro��.d��„��.��.►�� GONSTRUGTI ON SFiALL S G O�'� O� V�O fi�K: L O G�T I O N M f�P: P i�0 J�G T D�T�: 0 i.n,.rouow�ng crchrc.cwrai.p.cmce,ewro.hc,u ca„ram wich detalle.Nalls shall not b�dNvsn cloe�r togsthsr thm I/2 ot be Ilmlted k..�c more ux,� is gauor�p«�n�,.n. GONFORM TO TFfE FOLLOWING Q th�3019 GRG,�019 GBG,and local ordlncncos.Th�Galllomla thelr I�ngkh,nor closer to tFr sdys oI merNMr thm I/4 kh�lr EXGEPTION�ExceeeNe Iong eewx latsrale or other I. 193.6 SF OP Apn�TION TO INGLUDE � � � �. OWNER� MARTIN and 9ullding 9kmdprds Is baeed on}he currerit GMG,GPG and length sxcept�a-sheathu,g.r�r,.pensrration or In ther �nfor�essn ctrcumekanc�e t�wt wa,ld Impalr th�prop�r GODES: n+�FOLLowirre� 6AIL NORD6Y Q th� GEG In u�s. length, removal of waetee need not comply. �013 GALIFORNIA BUILDIN6 CADE a.ADDITION TO EXISTIN6 LIVIN6 ROOM. q q43 NOVEMBER DftIV� 2.Gvll,Soll ond SbvtWral Erglneers SPse.illwtlons}a1u 4.9111 pla4s on eantr�ks ehall b�Bxb(min)�aadatlon II.5hower heade ahatl be deel9ned to Irdrodues air Into the 2019 GALIFORNIA RE5IDENTAL GOpE b.ADDITION TO REMODELLFD KITGHEN �D�g= precede�r.e ovx tM�ollowing crchitecWral speulmabans. brade Redwcod.or treated DP.Btll lates shall be bolted to ��flow roducing tFv water veay�ko 3-Il3 galloro p�r 2019 GALIFORNIA MEGHANIGAL GODE 'O`�A. � �i GUPERTINO,GA 95014 Q 9.Ths cantractor and/or e�AxoMractar ahall verl all P minuCs. 2013 GALIFORNIA PLUMBIN6 GODE ry ths concrote w/9/8'dta x 10'(min�anchor bolb w/ ��REMODEL EXI5TIN6 LIVIN6 ROOM AREA. dimensians on ths drawlr�and shall rotlfy the Deslyn�r ol g•x,g•xl/4'thk washx.6o14a dwll not be plxed mors than 12' 12.FouceS aeratoro shall be d�slgrrd!o Introduc�alr Into �013 GALIFORNIA ELEGTRIGAL GOt�E 3.REMODEL�(ISTINb KITGHEN AREA. � ,�/� �� my dlacrepmcl�s prlor to slarlln9 Yhs work. fran snd ot plakss. the�vatsr�low reducing ths tiaker veags!0 9-I/1 gallon�por 4.REMODEL gXISTINb BEDROOM ADJAGENT .:. .. . � A.P.N.� :lh2-IS-42 Q 4.TYad�nrniee and manufxturers rof�m�d to ar�►p� minute. 3018 GALIFORNIA bREEN BUILDINb GODE - S.Mekal Iraning devkkee ehall bw ae mornrfactured by TO LIVIN6 ROOM AREA. �- V-B Q q�allky stmdcrds only.SpecMlcatlons wlll be permll4ed as � 19.TOII�C d-alns w�r I tlhl tanll roome ta bs caab (G�-6�W 5.ADDITION OF NEri ENTRY FOYER AREA. �� GONSTRUGTION TYPE. RI-b 'Slmpaon' a-ae cpprw�d equal. N�9• �9• y ��OV��°M�' 6.Framing cllpe .�.PG t PB)ahall be prwldsd and Iron�ar wiwid wntrol. �010 GALIFORNIA FIRE CADE (WITH LOGAL 6.REMODEL GOVEREp ppRGµAREA. ZONIN6 DISTRIGT "I.REPLAGe EXISTIN6 ASPHALT SHINbLE9 �T�A� 6,000.00 9F 'J.Ths�o��tor�u b.�.spon.roi.ror tns.aner�tonj bottom of all Po�b,rtulllora and daW71e�kud�aC of AMENDMENTS) RlJOF WITH NEYM1 ONPJER SELEGT h1ETAL EXISTINb MAIN�LR � � comp�mtio„a a��work��accordanc.wh,,ths ect �m, � . .. �:... �„«��„e��.k ��i a �a Pr'O� _P oPeninge. �OI] INTERNATIONAL PROPERTY �T��R cnd�poCR�caLions v+d rA m..c cnd/or.xce.a.tantl�d 7.Prwlde double Jolete urdx all para�lel partltlon. MAINTENANGE GODE ` L I V I N 6 A R E A� I�'+b`��.� • o �s � con�Gvctlon Irdu�try buildl n y Frxtlu. 8.Y M r s p l y y o o d s h�a k h i n g I�u�e d o n r o o r o r I l o o r,�h N b �I�� I��L�� 2 0 0 8 S T A T E O F G A L I F O R N I A T T L E Z 4 � b.A l l d o oro md wtriCowe to t M outelde or�ncoridkionsd shall W lald perpendi�ular dlr�ctlon ol�o iab.Plywood aFr�b ENER6Y RE6ULATIONS. arecm ehall be weather aFripped.All mcxulacGmero producls �pll be elaggered.hM.crea or eheet Eo be Ib sc�.tt.All AND ANY ADDITIONAL LOGAL U"fY PLp,NNI1JEa ��. . ...� ... . ' ��'4 LIVIN6 AREA 114b 9P ��a� �b�� NOT�S: ��T�oN, e�b�� •��=a .nau��,ppro,�ed by t�,.ar,eri��racw,�ai s�rwo-d i�.tiws. plyHood is to be DF�knutural II gade or sxterior w�G-G �,r+o eui�nirls coDe a��auix�r�rs. i,e�+.�o�tgo.� � � � 05 � (AN.SU. or�D efad�. FtE �- TOTAL NEW LIVIN6 AREA� � C ?.PF�e-fab flr�p laee mrnu�aeturer shall pravlds models ad 9.2dep oI plywood eheet roL nalied to sCud,Jolsb ar soltd EXISTIN6 6ARAFsE. 46'f.10 5F � y�gpp{�9�`� apprwale ta the Uty Bulldlny DeparGnent. bloeking ehall be blaaked by 2 x 4 md nallsd�Itl�edge I. FIRE EX�RINKLER SYSTEM REqUIRED ��,y GpVERED P�RGH� . 12b0 9P _ i a9 J�� 8.Skylight monufaeWren shall wbenit h!v desk3n dstell wlth natling,unlsse tongue rnd goov�s u.sd. �T��• ._ �.�� . � enginesr's calculatlorr and brochuro Co Lh�GI Bulkfhy 10.9ubPloor to be 3/4'DF G-D T�b pl od,nalled TOTAL d11LDIN6 � k��a f� �� DeparCment lor rev�ew md a�roval.Peovms�ee ibta�ge ar psrpend�eular to iloor)olete w�Ch Od at�o.�.eag.e md io• � � FLOOR AREA� �.3�.90 5F�3D.9AV � d- �� qval. o.c.fl�id. ARGMITEGTl1RI�L 31TE PLMI N07E3� �� .^ � . :. .. : . AREA TO BE ALLOTTED = �,� �i.S� 9.6vardralls ehall!�bullt to r�sl�t 200 Ib.p�r h cny II.S�blloor appllsd dfectly avx glr4ro to b�I-i/6'DF G-D dlreetlan.6uv�ehalls shail b�4Z"h HIW�f�m�dlat� I.ThI�o�eF�l4�eq�ral Nt� lan r noY F�Fend�d cu a bo� �� T i 6 plywood,ralled wltli IOd at 6"o.c. P �y bp�..p• ewsriru vriux �.a a��g 3 members 4"o.c. I�.Provlde raltar tlee a!48'oa.whero cellhg�ot�ts wro �°y' PROPERTY LINE w/EXISTIN6 bb"TALL YVpOD FENGE TO REMAIN ��-� A5 6ARA6E RESERVE �� _� 10.R-ovlde 90'min.clear wldth at watsr cbssw�6'mM. perpendlaular to ralters. ��/� - - - - PLOOR ARPA� 939 SR f�'x20') E b �� eaeh way Mam ceritsr of watx eloeet). 13.Purlins shall bs Z x 6 min.or ths wns sizs a�ralter, �.�I�arehlt�clurai slts plan dosm not gucranty xeuraks �� i i�i�i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i� 7O-r��py��.w, Z,342Z9 SF(39%) �'a -�Y � ts ii iiiiiiiiiiiiiiiiii 5'-O' REQUIi?ED iiiiiiiiiiiiii iiiiiiii S F u.Pr-wids�wsri�oor accss��e•x�4" wh�chever�e sater. locatlon of ali or any Isgal bamdo^iss,property�riss, ii / ��f(�6�$s� g eeriaacb,easemeMe,vtllltles,bulldl md other kertie on ths � /// //////////////////�A i///////////�/i/////// qREq OF NEW i�.ia-o.nes��derrioor��iotio�r�ot i...tn�inson,or cn. i4.eoi�e a.� on wood ehal I hw�elandard cask�on or ^9� i i i i ��i i i i i��i i i��i��,,,S�MENT AREA ro i alte.The deel or outhor o1 thla archltsctuwl alts ��;�:�� underlloor arsa. mclleable waehere.Bol4 holss ehall be cWlled I/16'largx P � 9^�' -� G.L i•�••• •iLli•., ,.s.• •iGL ilGLGl.Lf%1J� ��.c ROOF EAVES. 441.00 9r r^ 13.Provlds atClc v�nCllatlon roC I��thm I/I'rOth of kh�o�ao than bolk dlaneker.Threads�hall not beo�an wood.Lay plan ehall nok b�hsld liable far ay viaccurac�es, TOTAL LOT GOVERA6E� Z.'I89Z9(46.4BAS) V1 of ths attie. eeroW�pre-d-III holes eoro as dlvneter of root tMead. dteerepanuws and/or omleslons In eomparison ka any okFw ' 14.Veneer aneharo sholl b�deslgn p�r]019 GRG. Enlerye ta ehank dlvneter lor length of dwnk. I�gal doe�meMaLlon or eKv�y epn�rqt�d by a profsselanal / � � � 15.Stalrwa de�l ns shall r 7013 GRG. IS.Golumrr and eke at��rlor locatlorr or wb�ct to aN1�sngineer or Ilcarroed Imd wrveyor or In cdnperlson wlth _ Q, y � � � � of�iUal rscarded or lans wlth rn ernrtisnt /� N-L�W�BI-E lAT AREA� 2.?00.00 9P(46%) y P 16.Tsrtipxed ety glaes typleal ak all sxterlor�Ildhg wats�eplash ehall bs I"dzvs tlnlmhsd floor oid ehall bro- °� �"OP° P y 9�'� � EXIBTIN6 LI.Y�P4 / _-�i�ro��iN ALL�WAHI-E LOT AREA �I 7 � �o0 doors,sidell9hts ad�acsnL to doors,ony ylaae Imes thm 18' on a metal baee pIaEs or a PamdaLlen plots ar eill as reco�lzsd rscordlrg ar mappiny agsncy, ry TO REMAM a+ v� }rom tloor,Intxlar ehower encloeurse rnd my whdow abovs �p�Rted 5ec.Z3p4.l1.�.'I,GBG. n INGLUDIN6 ROOF EAVE3� g�ppppp.,��p�� u o � tub or Irrolds ahower�ncloeursa or any hazardous locotion►or 16.Nh�ro slvd wall War!maso wal��tiv sWQ�hoil b�1 x 4 9.Flortrownsr ond/ar hisM�r auGwrizsd rx�enC/ /' . vi .. whkh glazing ccn W sub�ect to Fiumai Impact. W PT m�mber rnd mchor�d wl I/O'x 9''Rans�t'd-N�piro r�pr�wntatN��hall v�rlly th�Ixatbn ol all I�gal �/1 > m Q`o I'I.5rnoke det�etors ehall b�Irrotall�d In we roam md at a •24"o.c. baundv'lee,propsrty Ihes,estbxke,saesmwd�,bulldinge cnd Vl � �d a v polr�t ceMral ly lacated In the carrldor or are�a gNhg aa�ess I7.All ed'ds�MII bs contlrvow anct unk�tsrruPtsd far ths oth�r I�gal r�qulelt�e o►th�prop�rCy prlor ko etart of / S H��T I 1�1 D E X: W � ;�� _ to sach eeparats el Ing v-eae.In neN coneGvcEion,all entlre lull ivlght ot th�wall unl��wppor4d IaC�rall ��lon. - u�iir�ra iee�rw� ' d y a .R,ow a.e.�xo�.n�,u hardw�r�d wlth a batlery baek-up. ullVg,�loor ar rolt�r Jolets p�rpwid�eulQ to tlr wa�.� �------------------/ A-I SITE PLAW FLOOR AR�A ,� �o$� � 5rnoks deteetaro hetalled�n sz�st�ng Wildinge may bs eol�ly max.allawabls wood stud h�k�t�hall bs psr 9se.�908.9. 4.Hom�owi�r md/or hts�»r authoriz�d ae�n!/ r n ._= � 3 r e.«,cacwe snau � .«v�ce.or a��cens.d�ma ___�____� � ��• ,� GALGULATI ON D I AGRAM, „�� ; batteryoperaCed. �• w�rv or lic�rr�d c�tlin rv�r!o eond�et an � �--- -„-i;---- ----, � r' PROJEGT DATA,LOGATIO� a °� W U,0 3 18.All loth and plast�r ehall cor�am ko�013 GRG R'103b.3. Ia.Provid�ilr�sfop ko cut orl all canc�al�d cYalb op�nVigs °� 9 , � �x�n a � F_xterlor lath and plwtor(sGuco)�hall bs appll�d 1/8'thkk (lzth v�rtical and horizontal)not Co�xc�ed 10'-0'. �^d°Pe^d°^t survsy or ths pro�ordsr to acc�ot�ly � �•.`, ii i I ,a�._ min.�n no I�ee than 9 coaCs ov�r wlr�m�sh lath,ov�r 1 Iay�r 19.No cnppls wall etuds supporting a Iloor sFiall bs le�s diai "a'Ity and documont all Isgal �es,propsrty Ivw, � MAP,GENEf2AL NOTES W o 3- � I'S»gad�'D'f�lt With wwP xr��(ty�lcal unl�not�d 14'hlqh For crippls wall�excssdlrx�4'-0"h h�IgM,weh wall� N�OLw,�0��'�Ildlriy�md othsr Isyal r�e�ul�ltw o► � i � 'i �� i !J�oveR�ar+n./ I � ��p othorwiss). ehall bs Pransd of�d�haviny Lhs slzs r�qvired for m ��• 6�� 6��} i �i � � �ro werwN Z � a oo �o d 19.Provids cpproved flashhg ab all opanings h ths oxLmrlor additional e � \ r==-� � I � h#V 3 � A-2 A5-BUILD/DEMOLITION 0° xL r S.D h r n e l o n,n o t�s a r i d e u rv�y 4 d o r m a G o n s h o w i o n t h l s I � i� � ( « y walls such as doon,wlndow�,�kyllgMi,vents,pipes,dueb,skc. . a�chit�ctaTal slk�plan arv to b�r�f�renc�d wMh plaro � Z I � �• �i .'' vroic�m exTeNr � � P L,4 N,F L O O R A R E A W � � � In wch a mamer as to makw thsm waLer proo/.All mstal pr�par�d b y tiv cMl�n gm N r o r I b e n s�d I m d w r v�y o r W I I � \ �i i I o r�a o r e�v e ►i m h h g e ha l l b e b a.�6 6 1,M lses ro t e d o t h s r w lss. record W the proJecb,H wch serv�ces a-e rotamed by bhe � , �i ' � ��*�� i GALGULATION GIAGRAM � a L 20.Provlde a min.14"z 12'aeew�to all tub�tut off. I-bmsowner and/ar eonMactar.All dtm�rrolane,rotse,eurvsy I I ;_'`___=\_tr-� t=_� � // � I ' 2i.�u dimen•ion.ar.gN.n a.rac•or�tud i.nl�w nofid hitormatlon and otFw��It�IMortnatlon�hown on laro R �� i iL oLherwb�. pr�p��d b y W clvll�nglns�r or Ilc�rm�d land��yor ol � � ��• ii ;�� I drawlll dMrrolons 6ok�p r�ud�nu ov�r scal�.Do not scal� r e c o r d s h a l�w p e r c e s d a n y d l m e ro i o ro a n d r a t ss s horm on I O � � �'�-�__=� � li �``___=====J I � � A-3 N E W F L O O R P L A N, � � khl�archltsc4u-al�Its plan. '�. �i ii i; i �----------------� ss.�rrr�e�.mu,r�.r+t.w.r.prepw-.a ror a�.c�ot�ae.d ZI.Plastar,metal lath and dryrvall ehall corr�ly w/uxrent G0G I � ;; ;; ;;.� zo�-�• � --- J TRIGAL-MEGHANIGAL cantract bst`vesn o�vier cnd bullder/contracEor.Not all r�u�r�m�nb. I _____� i LEG 6.Should the cKy determvie tha!thu proJecL requir-e� I ' I,`_==1-`=====_______��.----- -------�; PLAN re , ' � A. 5�. a condlt�dr md dstalls ors ehown.It shall bs ths orniK cnd STRLGTURAL. addlttonal IMornntlon,euch ae slks wrvsy,c�sokschnkcl � ' i �`. �� ii bulld�r/controctarL rNporolbllily to wl�ct all i'InlsFw ud r�port,�otl�r�port,�nvk-onm�ntal w�w�rrrnt�or r�port� � �,� ii �/ ii `..� flxturee. I.Gornenllonal Lk�ht P'rams Gon�Gvcblon�Fwll bs followsd. and ary ot}vr rsport�,rNso-ch or addltlonal IMarmatlon a� � � � �+ �: '' � I d�t�r'min�d by th�local city ploning/bullding d�po-tm�nt a� � � �' ;' �: '�., . '-e;�� •(1 � A-4 EXT�RIOR ELEVATIONS, � GONGRETE ad FOUNDATION(r�fk to 5trvctural 6ensral Z.Ail Wmber. I d,flbsrlward eheath klebo�d °cl Pr P J �_______________��+ "---------------__i ..•�O�"-B"xl3'_II i ��il�I 7 P�°O �^9�P� r ulrod itsme In order!o oce��!he Icrr,ths o�ww�shall �- - ��- ----------- I Notee�or additlonal InformatbrJ md eWcWwl gued IQn�nated tlmber mustZe klentlFled by a ,,,,pi,y y,...,,,iu.o�uu,,,,d P,ofe..i,,,,i.y,o��,.,�p pi y I � �'�; `.; .�e o:a.s R I " �I I I Q g MANDATORY 'G A L-G R E E N' I.S l a b e o n gr a d e a h a l l b e 4'm in.t h lc W�e e e.S N d-aw s for g-a d s m o-k or G s r t l t lca t s o l IrNp�c lbn INusd by an wch Informatbn vfd�ervlces. F- I- ' � i sand,rock base md rainlorcement.Slab on grade sh�be q,�orea ay«,o� � �. i n %�� ,_��'�� - i GF+�GKLIST placed In alkemate pv�els.No pmol ehall exceed]5 Iineal 9.Maru�actured s carponenl�muet b�h�psatsd ptd �,Alsll�r DNkyr�hall rot b�h�ld Ildale lor ay d�lay or I Q I �-`i�' ; � l� feet In Wldth or 600 set.ft.in orea,i.nle��separoted by epprwed by a reeoe�lzsd quallLy eonG�ol agsney as addltlonal eo�t to thN pro��et eauwd/or dw W ad�ustm�nt�. �'� I ,�' �i,. � ,'� /',' ...\` \� � I N r.ontrol)olnte. �pscliled In ths GBG. chmg�s aid/or r�vlNorro to Ch� lans as req�lr�d ` 2.All�xterlor concrsts slabe(Palbs,drNewaje,arw 4.ee�.er,ou�oc nw..pnc.or c►r�k.i«,g.r sho„�,. �ditb„ai�� ,�,g,,, �°"y � � ' ` ��=-- �'' A-5 BUILDING SEGTIONS narrow facs dM,ene�a,. � �rt. Itted by ucw»ed � I ,' `. i�..__.�........c===.'_.__'==,-_•-=_=-=-y I � I wolkway�)to havs a minimum elope of I/8'per foot ko prolse�lonal earrultanb weh cr Lle.ensed Lmd Survsyor�, I � �: .�' I pr�veriE pondtng of watsr. S.Prwld�eolld blockNg ot tJy�nd�or all�obt�and rolt�n Glvll fi�qInser�,beotechnlcal/5olls Ineer or other-� N � i ♦ i�i I � � 9.Gonatrv�tlon�oYrte ehall be Cha-oughly air and wat)K a�a�l bearmg nau�. Ik�rrosd prolseelwial retaln by ths O�w�or h�s/her I u� � i � / I u� ( 5-I FOUNDATI ON PLAN,ROOF �rro cloaned cnd roughened Yo expoes caase cx�g^egates. b.Prwlde epm blkg.for all flro.at Jobte of slzs 2 x lo or Qyt}�pryz�d a9�r�k/�epr�s�ntatN�,or ae d��msd req�lr�d � � I i; � � FRAMIN6 PLAN SuNacs to reesivs earorets sholl bs malntalned eorrllruws geatx at H'-0"o.c.(optlonal). �! � cnd rrcNsary by kh�local Gity/or Gounky Bullding and/or ; \ / i � i wet at lea�t tfrsm hours In odvanc�of pourin9. �.Notchin at th�ende or ol�t�hall rot�xcNd I/4 th� bt � W I , `� 9 J Planhg D�partm�n!or otlw gov�rtmwnEal ag�ncy. Z \ �.. 4.Far foottny:vltknaCs compreeeNs etren9th aC 28 da�e ehall �p�.�blee borsd In Jobq�Mall rot bi wlChin 2"of qu I � I `��, ii .., � i I be ssoo Psi.�.a��eyace si�i-in•,alump 4'and min. a�t�m a�+e aie�. � ;'�rr-a��xsr-u^.1436.3 SF`, ' � SD-I STRUGTURAL DETAILS cement oi 41/2 sxke per yard ol mbc,�.waer�a,�te„t -r ATTIG�/ENTILATION GALGULATION: � � I �x��,3�,ig��. �, �a-�^x�g�-� I � c�allans per sack Slab on 9rade:Ultlmate comprseelv� EXISTIN6 3-5TORY � '��x� N I I EXISTINb I-STORY �i i I strength aE ZH clajs ehatl be�800 P51.Max.agc�egake siza . � i, I� I UNIT ATTIG V�NT.2"m CJ-14 5W IN) RE5IDCNGe � / I IiE51DENG2 � 3/4',elump 3-I/�'md min.cemen4 eontsn0 01 5-I/1 eaGce pnr . I UNIT"E1'E BROW"VENT�92 SQ INGH 431 NO�/EM9ER DRIVE I i � ; GROCf3 NP.TC�D�'� � I � 99�NOVEMBER DRIVE �J'K �J'�V�i��A�.��5 yard or mlx,max.wat�r conCent o!6-Il2 gallorr p�r wck 9.Pr'wids da.'b�e tr�mmere rn sll or openln9e o -0 14"xZ4'WINDOW VENT UNIT•836 5q INGH � , � ', AREA INDIGATE9 �� I � wlde. ��SQ INGH I � � 19'-I• AREA OF�ADDITION� I � 5.Trcnelt mlxed concr�ts ehall con�orm to ISTN Nlcatbn 14'xl8'WINDOW VENT UNIT� _� .. ' , i G-94 and abov�prwlelon. IO.Provlde double 2 x 4 top platee!o have minlmum 40"I� 14'm VENT UNIT•150 9Q INGH � i � 13'I"x4' - � (194b 5�) �'.. i � I � T�4-I ENERGY GALGULfiTION 6.Gonerete strenyth to bs verllledby�tendard eylhdw� splles. I 1 �,' �--- : 3 SF /� KJ snm M.vW i I I � t�sls mxle by m c{�prov�d t�sting labaratory. II.Provld�18'('E�kpwn 5TI8 kal U.ON)�sWnb strq»at �IRm ATTIG NeNTILATION�I/100Gh OP ATTIG 9PAG2� L__�___J I ��_�p� ' b � r+eme ro ner�+�iff. �T_2q,� i, v , "1.The exaavated botkom or all fooltrg�shall�xtad ko tiv!op plat��wYrr�cardvc lon�oNiks a!kh�carrr�ol r�all. I � '��I I ' elevatlon m�ksd on FoiwidaGon Dskali shsst. 12.All hsadsrs shalt bs 4 x IZ DP no.2,unlsss oth�rwlss 146 9F/I?O•1.90 SR(189.7 SCi INGFi) � �\. , ID'I.]SGi.INGH/6.14 5G7 INGH.'39b UNIT9 OF VENTS REQUIRED I� II'-fa��x9�-5., 21.6-�p. e.Foaing.hau b.pour.d b n•ac�xcavotbn wlfhwt�Id� notsd. 4�-�"x5=11" �, fornr wMnsvK poeslbl�. 19.Nalltig Sch�dul��hall conlarm to Tabl�]904.9.1 GBG. �n '64.5�'. � -_._ �.-- _ :-i�sF � -�� i �----------J T�4-� ENER6Y GALGULATI ON 9.Mchors,bolte,triosrts md othr hv-dwar�W b�s�t h 14.Provldr dabl�floor Jobb wFw�ralb rui Parall�l and ��DE!9J-]"DIA VENT HOLE9 w/IN5EGT ME9FF AT RRIEg 6,�f �� I�.fi��SF.� � E concrste shan bs tvmiy sst h positwn bs►oro carwr•c.a dlr�ctly ovK JobL. BLAGiC AT EVERY BAY. MATC�H r------------- - �T-24I p ,-----J 10�� ed famdatlon�shall bs ussd rh�r�kh� 16.Provlk�.ul�'t�obl ykng at JoNb whers wall�rui EXIST'6 -�`- --� ---- J s� �r ors rhan�►oot wrtica�to�o tsst ha��zaigta�.� �� UNDERFLOOR V�NTILATION GALGUL?�TION: `�B� L- ---- f----- v e�r.s«�or ra,�eacio��b.i.,,.i. � i uNir�.00�x v�r.6x14 VENf BIZE ; y,_ii. B►"� BEST GONSTRUGTION II.R�Morcing�t��l�hall b�grod�60 with c4tw�rtiatlon p�r .04 9p INGH OR 02 9Q INGH(L.E55 AREA � �F 1'ROr09ED 61D� MANA6EM�NT A9TM sp�cRicailon A-613 and w�IdW wh�rtrsh p�r A5TM �},e,►�IGAL� APPROX.AREA OF IN5EGT MESFFJ �� SETBAGK TO ADDITION sp�clticatlon A-IOS. � p � I�.Splicos M rexHorung shall lap 3]dianster�M cancrots I.All m�chmlcql ehall b�M�tall�d pk UnNorm M�chanlcal RECAIIRED UNDERPLR VENTILATION.I/190kh OF GRAY�I 9PI.GE Q yy�� Q < ---� L i end 48 divn�l�rs h eoner�t�bloek W�nloremg shall b�1»nt God�md Glty ordNmee�uRr�ntly In�se. GRNN_SPAGE AT NEW ADDITION�19S 5F/I'30 �W< �" } O � *!� 0 18'min.around cornen h walls ard pllastero. �.5olid fusl,oll,gcr��qulrs out�lds/abtw/und�rfleor ry�1 z �p d Y� ry N. � 19.No.4 rebars aonllnrous oid bottam of all concrsts •��`-'F��8��`�+ ��►'� O O � � �t�m wal4�v/20'Icp aC all�kib and cwrrr�.HorizonCal ds�ln�sda~.20 9 UMGlomtlon ol eoni�u�lbn alr v�nts .2.Z VENT UNIT9 1- �� p J.••;* O rebo-�to bs plaud 9'from��speetN�top or bottom of S. Fwrwe�roortr�hall eomply rv/2013 GMG. REGiUIRED•' CXI6TINBr LANW Q 6 concrote faurdatio�. 4.Prw�d�automatic nlght s�tbxk Gwmostat�an all TO REMAIN �p �0 0 F- 14.Prwids LFE#i�I�cErlc g�ourd w/Z ro.4 r�bar��O'lag {��.Tolal autput�or all lurnac�s ehall noY sxcssd �'�NTLY,T'HE PLAN,�T NEW ADDITION SFiOW 4 VENT UNIT5. � � p,U G � �0�� Q .�„e.aaed a,roaIng In appo�lte dir�cblons.Irotall bEG 1�3p00 BTU's. PROPORTIONATELY DI9TRIBUTED.EXI5TIN6 UNDERFLOOR VEMS � 6p'-0" cantFwove Prom UFEF2 to watar pips,but nok Co ym P�W 6.Provlds b'clsaraice In combu�tton alr�Ids or M�nqc� AT I QTIN6 FQUNDATION:SFiALL REMAIN.DO NOT BLOGK PROPH2TY LII� Q 16.Prwlde 3/D'dlameter x 10"(min�anchor bolte w/9'eq.x ��d 90'working epxe M Mon!or all heabIng eontrol�. �1��11��F(T UNITS. - - - I/4'khk stwl plafi waah�r md rut at 4'-0'oL.orr-etory b.NMre lhers Is a water hoater or M�nace Towtsd In �� ` �� md at 4'-O"os.two-sto�'y unl�s�not�d oth�rwl��on shb- ths�arays od a door Irom ths gaage Eo dwsllNg,p�ovld� f� t� i ',�.,�,.� .�.m.� GITY BIDeYrALlG �^�'�°� � wali ecFisdulw.Locatw mcFior yplb wlthh 12'from corners and mh. �q.In.a�tsld�combusllon ar p�r 1000 8711 w/I/2 hkj� �Y p rPt �, / C � � buCt Jolnt. md I/�low veMs lor waC�r hrabr. 1 Ilr! I[ I��v� t` / , �• J � - Ib.5ss 5hsu-Y1oll 9eh�dul�!or owhor bo10�pming at�F+wr T.�qge applieatbro shall have�lams Ignl4lon 18'abovs �n/� � � N � wal4. floor md protsctsd�rom wko Impat. �� ...__,....sa�.'�.�».-�->�,�..,..�.,,.,,.. GITY LAPIDE�GAPE Q IL I?.Irotall 6'x 14'yaNrnissd NJONI IWlIEOk1011 VenIA. O.VMtVlfj OI�IImGM shall carply w/�OIB GFIG, t p�A 0 � � n � y-{ 41 18.Prwid�twe 6'x 14"yalvvilzsd ecrwn Ioundatlon v�nt 9.Provlds clsQrncs at ranys top to combusttl�ls matrlals �„4. � ` v:. 'F� , � � � N � ��'��„9°ra9��xterlor wall.For additlons,�xt�nd �2019 GMG.Par szc�ptbn,�ss 2019 GMG for �!��1 b�E �� '` '� . �" ,� :� .,.' 1� �xl�Ying utllitl��(I,�,pipe�,how blb�,�tcJ r�mov�d dw!o r ulrem�nb. '��'_ � � Plaeenfen t o l row a d dttion,to exterlar wall af row addltbn. 10.All epplianeN�hall b�r�+provsd by a reeoc�lzed t�etlny � � �""� � �� .` 9.For cold�olnle,drlll I/2'dia.Ml�s IMo�xbtku�concr�t�, oyency. '""4� F � '�� s t "�� V F,�„.� ...��.. f., �- � 1�lTOl � brveh and alr el�rn hol�,paek oid�pow�grwk!uw'AdFwlw II.Provlds s�lsmle sMrepping lor walx hsaker,top vd .i i� t�{S" -: r ^„. �a° '`�. A Englrr�rL'cancr�N�ar�quaU.PrwIG 24'min.Icp trdo battam. � �o'�i t��s•�.�s �''�'a ,�,,,;,�`�M .. � �; �.�,,.��- yQ �1.y' T TI �Q I T }�� . . . . . Q � O � 0 ; neM cancrets oid tle to contlnios rebor at top md bottam I�.All h4rlor ba�hroom taro ehall proNds 6 alr chan]es psr aj �. •,,�".,.,.'^.,•' ,j`„'��;, � fy� � � ..�: �'�' x '� ' •'`�I 'I I �� I V I\�i.� �I I � ��I`� �. � . � � � � �� 7 � i� of now tootln F�our. :3„�,_�,��`�nF ` �'. � �- � �` ��,,,« ;.� . . ~ z 9 �9.PFwkb aukamaGc dmipwvr at all v�nlllatbn�w. . .. .,:.�.:� � , c�y�. �. � : ,' ;a ��:`�R � �il�� 8� s ��-Q■ � . .. "�` ^ � � � � GARPENTRY� 14.ba�plpiny fhall nat b��mb�dd�d h or brlo�v�labs wlMfln _ "° t',.� -��' �r. �. 'a ,� i � . . �,u��. X Q � bulldtrig or Paem ud�r}oundaClon. y t �� " %�. .r �� F:�,p� . .+ - I.Raltnrs, isks,bsan�. Md�rs, b and mullbrr ko b� 16.5hesk mstal to bs a minYmrm ol 26 ba.g.l.unless othsrwNs ��",�, -� F� �. � � .� � � ^$4 �� ? Q Z UJ w! x'9. < .' 1 ,�`�d , I�` „ i ! � � }� �� J� 9 P« rot�d.Provid�valt tlaeh �,-,�s f Y� I • +,� � �9 Ib.Provlds�park arrs�toro an oll ch4msy�. ��;--y ., ` �;' ,�s.a� �� : � �'��,.x ' ;� �,;. 1� � � � � Do�glae Flr.Goasb r�gbn d bas�d on Stoickrd 6radi � �C '�`x � I � ¢ p��. ((� In � and dr�sshg rvlu ro.Ib th�NL�k Goa�O Lurrb�r Insp�cllon ._ � �Kr\`. .p� s� a � .>; � ,n Ou-sau. � '�` �s. ,J PL.UF�IN6� ��51 �.:;I � �� ...�,� 1.Mlnuiwm grads 6o bs ussd sxcepk w rot�d on dravY�, �.��':. ..� � �, OC � v �' U � . � � �� ,�� " ' '' I I :.. � , �,,. � ,.�....�. z , ., � , , �. �.�„�„,�� : � ._�_--�. �--=--_�,' `�� i�`�' ;>a 3trvctural ol�b 1rf I.All plumbM9 dietallatbn shall confarm to th�Gallfornla - � _ ..,,':.,, ,. . ;,,.,,.`�'�'. �;k,� Er� .< 'f= ..i, :^i.� � � - J Plumbing God�ard Glty ordhonc�e curr�ntly In ue�. � :..� � :; �,vMr`.Q < •�� ' � '�.,, ,� �` ._:;, �, � i `4�"`=��3�~� _ - 4�� `k��.a>.�. 1�IORC6Y i: , ., j � �: � > t � Plmk and Raften 3.Pravld� �pprwal Iram th�9ml Dbkrick ��. � . ...' ,. . .; ,. .,>. - „ ',,i � i. :: ,,,.g� ,�� . .... s, .. � � � ti9 0�s��iv.��p�`b'.ane b.e aw eovrr�ir p�a.ele or vcr t�u..a :' � �a� y �'�� '�, ..� � � C� • � `` ; ��' °� 5��/�o�s '.SWctural I Iram N� , y I . ,...,..,...,_ �, ... 4.A 4'clecrout W shall ba urtallsd withln the Ilrot 4 \. �"3 �. � . ,�, ��.. � �.,'�'=I � �� I�� '� � '�F� , L fram and 9Fd.Brads. � i OOO ❑❑❑❑Q❑Q❑ i �.:,._. �_ ^"� rT Kun � �'S f�st from In�,nhsr�lal�ral enters th� r . m MrMM �e: �rr rsa,�� "°Q, �� ren.r.�,a. a,a.r,au�na�isd In a t.aw's4 brnc wlSh rsmovabls�er. i s � ' � . I ❑0�0❑❑❑❑ � � �;�a; � 6.Backflow d�vtu ehall bs IroCall�d if rsclulrsd by 9mltvy ; `� � . .,�� - B�oro and stringero �I Dlstrlat. �; : ��.: �a.'�� .ti;»�� ":,;� ...;,._' i -- � I M : �:�� ,� I/4��-0�� ,..„, .�a..,.>,�. .....w,..,,s,».i,.u...,,,.. ,y.�- . x_ ,. � , . , a.... t,� <.:...,. "-. b.Gond�rscrt�draln�shall rot w+t�r sanitQy syst�m. aw;�..«�,�,,,, >..... ,-°�� , ,�- � ,, ��i '.V....� ,..... ,._.._-. _. ,�. ... �� . Posls od tM�er »I -1.R�gulatoro��r�quYW}or pr�eeurN M�xuss of 00 �� < �:. `'� /� � ��' �� <n la. . ._ C� /� .. �� I e.Ploor d^ah��hall b�squipped wilh trap prtnero. �„ _ ✓Gl�� (�11�T) "'._.r "'��a�.�� xAl�er�p 4.Wak�r hsaken loaaked wlthln thw buildlnq ehall havs droh ��A� �/8�� I��p �., C NOTES and LEGEND: 0 16I� � INDIGATES EXISTING WOOD STUD � WALLS AND STRUGTJRES TO � REMAIN. � I INDIGATES EXISTING WALL5 AND Q �__� STRllGTURE(5)TO BE DEMOLISHED, REMOVED OR REPLAGE(AS NOTED � .� ON THE PLANS) �IMENSIONS SHONIN ARE MEASURED ��-�� TO APPROXIMATE FAGE OF STUDS m�m°c�a°�a�� (F.O.SJ.FIELD VERIFY ALL FINISH ��-°a o;o�Qa�� TO FINISH SURFAGE DIMENSIONS. °�0 a f i s o�3; a��000 .� i• x �-r' p .._ u'i�.�y�� .�. .-_. __ a�•-��' � - �� 3 a�°�`! .- _ .___. . _..._._ _.._-. ._.._ .___-_...__--- - � .. .._.___--.._.__- .._. __.-•- • a� ou„a � ____ y ��o �� Y �c..a=0��a 6< � �„HX _.__- _�. . . ��'_�' � ;OrpUY�dQpE �_. ___-____. _-_. _ ..._ .._._ . .._.-_ _._.__- __.. ..____... � F t�� 0 . •0 ._......"-_--__ _.. ____- ..._ �. �O�OS� OZDc O �` �` Q� ��,,, .. z a Q o�,°�i�'° : �� U Eli�o �. �� ;cd��h�U�p�� . � aE��0p9�a�� V�QD�rj�Y��i OOR ?�RE?� G�4LGUL,gTION DIAGR,gM ��,� ��%�,o� .�, �Eao ��o; � m�c'ei _ ��_E :c5in SGALE:I/8��_�,_Q„ rcewess� .__ __..._-___ ._. .. ..___-.__._.._._-_. 3'f'-8'x5l'-II"• 14363 SF ._.__-.___.__. A LE555�35F. 19H4.OSF ... ..�... .. .. . �O;�JO�US�� O II'-10"x3'-S". 64.0 5F � ��'�,..... '^ V1 6•_4"x 3�_5". �Ib SF ExISTINb POYVER ��.. �'.i 'i F�� C O METER/MAIN TO ��, 'I �'��... / � � REMAIN � �1 '� � O 13'I"x4'= 5�3 SF �.. .. .. �n � V, � x V EXISTING � � � x 2��_8� �E n-r.s-ii�. 3v.,sF EXISTING MASTER - a x v � BEDROOM 2 BEDROOM � ' Q1 •. �.. .. ..I O �O•_2••xl3'-II� ]BO.b SF . '��' L ^ � a � I I I � V N U `� C U. �_ y O 30�_]••x�3'-2. 46"l.l SF ^ C I u V L a. ,� O b'-4"x 2'-O"• 126 SF ^ � v �a 3 � c 3 M � -Ci v x 3 r I�I �� .. �- c v , ��I ror,a� ' �. . 9 �G x_ BUILDIN6 AREA. �,3309 SF _ U = --� ��_— �� 3� ^� �� -a v _ I O RESERVE FOR bARA6E�.3.33 SF � G y, �V I y � �. � _.__. I C � � L •� ' C .J 20�_2�� W y, o �� .. - ---�---� ---.. . EXISTING [� = - MASTER BATH C�' L � - - ` � � - - �- � a 0 _ _ _ - . ___-_ . �O,_�,�x13'-I I �. °, �. . .. ...... _._ ._ . ._..___.. ., _, =�sob sF � �� EXISTING � N $ BEDROOM 3 �^q ' � � � � - : EXISTING � �I BATH� EXISTING FAM I LY , - ROOM ' 2�'_H"x51'-II"=1436.3 SF �. 20._2"x23'-� - n LESS 5�3 SF=13H4 SF ' =46'I.I SF ry \ = � cmv �� --- EXISTING �'. 3 � �� EXISTING DINING AREA � FX-�- � BEDROOM 4 � �� 3�x4'�"'�� -- , � --- I I 10" � 6 Y ,,� u�S�° i � - �' __ r .3� � �f-.' ~ ��;�f�. �,� <f<.�? �x. I � N 'II'-10 x5 5"- �.x21.6 SF` . -� "-.� i il � � I �J ., �9 �x5-II"� � ''64 SF 'i I iX I � � N ., r�=s `'S6'I SF .� __ ___ i� i . �;l�n�; 12.6 SF f�`.?'`�f'�'GuI�� _____ ____ ____ ___ __ ___' I - , �� EXISTIN6 UNDERFLOOR • • �, _. AGGE55 TO REMAIN . �",.,. r�� i � �,� I I m � � ;� � � I I ', �� EXISTING �� I KITGHEN I , , EXISTING I I ° II z EXISTIN6 KITGMEN p 1,1� � L I V I NG ROO M I I c'aeu+elsxr,couwrea roP. ,E �'. �� APPLIANGES,PLLM01N6 � L n I I FIXTURES,FLOOR FINISN IY a, ' ro ee aewovev. EXISTING �.� .: � ,--- I I �-GAR � � I Z °�i I GARAGE � �� I I O � ��' 1 L Q � �� y� �-� -=�i-�-i�. I� �� Q � ��, ,��i`�,A .^��`. � ��. � " �`� � �� 4 � � � 6 ` i F � '� '..� Y /�. ' (E)I9-10 � i✓ � AREA OF� � - -- -. --�nTeiztax vimerisior+__. . ...__.__- -.-- ,� --- - ,��-Y.��?z---r�� ` x ADDITION, � � ! J r m oe�e�z xx - � . � '�`K� .`.v m xixn n�-o-w�` ' -� 7 � � �I�I4 6 SF�~ , �� I W � Q {, EXISTINb bP5 !� � � (� � �. 1 >, �/ 1 �� '.,\ / , � . �� (� ' � M.11 W ME1ER TO �� O l-1 YI f� � i � F �? *� , � ��✓�! . !� y ��/� F \� REMAIN I I � / / /� � � � ��[ � � 4 " �,!/' �/� .A�( _�'�� '/ `�� ,� � - � -— * -� W \� w ,` �� /y� / . /\h ��4�� / � K �T'� N `i 1Y� V �� <i .�..., fl# n.. �� IL _ � . 9 � r y 1 d{��i f �{ �r`.� k t� �.��..^_'^�"�--��e..��..�y �G x ]_�L.� � � < - O � _ `_ _ � �' � � �� .� / ,i� � J L � ; . .�. . _ ��. � � y,�...,,.,�,..,..�...,.tb. ..� -s:.� M_e.,.�,.....,.-�,.�..�,..�..�...� � �� ✓'�,��'��y/�� — w\� � 3 y i'`� e�a"��.'T � I I I � F � J f- , �i/�9 � �� -�;`'�°q!'�•''�E�t�{' .!l..A�=�1�.� ��r�'��F� %-- ii__io^ _ _k q._�„ Q _ O � • ...... ..,. .............a...s...�....-....,�..��tr. �. 6 .. . �, o. -, . . . _ " _._._. ._ _" -" • t� � ! � ,,} %'�� . `'�1 � f��..t � .- ._ _ —'_ —r ..�-.8. --- _-_... -_... ._- "__ .__- -_ _____ -_'___.__--__. .. w�/ ,n1, V �.` �� . � �3�4 4.. ,4r.. �,r .�f / �-•�- 2a 3' ^ � � 1 L ..-.... -. ...,.rF.t,..,........ , a,..�....a.:,�.... � . ' � . ..'�. IL � V � V . _.. �.. +.�.,w.�.rs.�...^r" .�� y = ,✓� y—_.—-.. ..- -__. 4l'-l0• :�T S d 1 k��f /4��:.. / �_ �ir . _ -__.- _. . _-.._ __.._.---__ "" _--__-.. _- _.____. . . .._. _-i K�HO. 1 -}i�� 4k,4,_5�r_ � �� NORDBY e� .,. .,._....,..�� ,,,,,,,. . ':,�iC� �.F.A..i �_r. ... ..... . . . 5/I�/�OIS e, �4S—BU I LD/ DEMOL I T I Ol�l fi�L�i�l FT"�n SGALE I/4" = I'-O" � ��a�- �_�� —� �� ELEGTRIGt �GHANIGAL SYMBOLS: """°""'' ELECTRICAL NOTES secausesoman fredeamsoccurwhenoccu antsofresidentialbuildin sereas�ee att�etimeofafire.the EMERGENCY ESCAPE AND RESCUE 0 al PANEI LOCATIOh1S GEILIN6 MOUNT AIR REGISTER ��I3 GALIFORNIA BUILDING GODE(GBG)SEGTION R310 REQUIRES THAT: � Paneis shaii nol be loceted�n[he vkim�y o/easily iqni[a�le materiai.such as clothes ciosets.Penels shall not�e locatetl in bethrooms. /� EXTERIOR SEGURITY LIGHT WITH MOTION �� • asements in dwe ing umts an ]6'CtlA1l O�lM/NG w1OTM b1 NON-METTA.LIC SHEATHED CABLE SEN50R SWITGH GEILING MOUNT AIR RENRN REGISTER ' �Y P 9 � \ _ V �,u Eve slee in roombelowthefourthstay �lon-metellic sheathed ceble s�ali be: zo-c�eww t. Prdected try conduit,electncal mete'.6c I�bing.xhedule 80 PVC rigid nrn•mefallic cmdwt.pipe.guerd stnps listed surface mctel I10 AFGI DUPLEX OUTLET w/ARG FAULT o►eniiHe w�on�� orn«,-metauic raceway.w omermeanswhen cabie is exposed«subjec[eophysical aamaqe. �''"' INTERRUPTER GIRGUIT �"" WALL MOUNT AIR RETURN REGISTER Shall have at least one operebie window or exterior door opening epproved for emergency escape and rescue. � 2 Prdecled by e 1f16 inch steel plate a slee�e,a de nat less than t-i/4 mch frcm the neares[edge o(Lhe 6eming memher.when Such openings shall open directly into a public way or to a yard a court that open s to a public way. � � �r,scaaed mrwyn rtamm9 memezrs see�piaces«siee�es are req�irea on en aw�ie snear wens wnen caeie�s msiauea e�mer � i iOv�uPLEx ouT�e7 � HoSE BiB . The net clear openable area shall be no less than 57 square feet(5 square feet for grade floor openings �' Q through a parallel to haming members 1� and basement window wells). 3 Protectetl Gy guartl-sirips vnt�in 6 feel of an ett�c access when no permanent 5tain or ladtlers are O�tletl T� GAS GOGK �� 4 Crotected hy guardstrips in the entire ett�c when permenent stairs or iedders arc provided nccess peneis or doors frcm Ihe ��„ ��oV DUPLEX OUTLET w/'HALF-HOT' • In addition to the above requirement,the net clear openable height dimension shali be e minimum oi 24 � _ secontl�oor into tne attic are consieereo permenent access entl guerd-strips ere requ�iree m the entire attic. inches.The ne[clear openable width dimension shall be a minimum of 20 inthes(Note: using both �, � FIRE PLAGE GAS NRN KEY i� 5 Have a bending radius nct kss t�an 5 times the d�iameter d the cahle �,., I IOV DUPLEX OUTLET�v/6ROUND FAULT minimum figures will�ot obtain the required 5.7 square feet.) 6 SuppatetlatintervaisnotexceeCing4-1i2fect INTERRUPTERGIRGUIr � OVlNA�I! �O►lNASLl�IIC�GOU�Ib � �•�. �-ao � MAIN POWER PANEL(IIOV-IISV WITH 200 wwew eouwis a�•• a.�so.�*.n�w ° �a� u�` �� ciRcuirs Anio RecearAc�Es � The chart below summarizes the minimum��ndav dimensions tha[will achieve a 5.7 square-foot opening. s.,:o_.r m�mt�a a�� t. Receptecles shail he instal:ed so that no pant aian Ihe 9oor line in en ell s ace is more tAan 6 rt.iram an ouUet,includin en �.�. I IOV DUPLEX FLOOR OUTLE7 AMPS MIN.) o °o� °o�c„. 9 Y'•' 0 9 Y iyi• a wal�space 2 ft.wide or greater.Note:A hxetl paxl ofa slidirg glass doo is consideredwafi spece. MIf11RiUrt't Wid(h/HBI ht Re uirements for Emer enc Esca e and Rescue Windows(inches) f l e�eww °��;°�:°�; _ in kitchens.�reak�ast rooms.pantries ana mning rooms a min�mum M 2-ZOA c�rcults shali be pro�tlea. Canter sFace ��w 220V OUTLET � MAIN GAS METER VALVE ''�,N(dth 20 20 5 21 �21.5 I 22 22.5 �.23 23.5 �24 24.5 25 25.5 26 26 5:27 ! \�� M�N 6��o�o .�.;� , SMOKE DETEGTOR(HARD-WIRED AND � '� . .... " --.__ --_'---� � �"� `��.` q��a?'J��a 0 receptades shall 6e GFCI antl instalied. � � • At each wali counter space t�at is 12 in.or qreattt: . '"EXIiAUST UNIT w/FLOURESGENT LIGHT He�ht�41 _40 39.1 38 2 '37.3 36.5 :35.7 34.9 �34.2 33.5 32 8 322 T 31.6 31 i 30 4; � u - __ .. __. ._ - ♦ (c„y • Nomorethan43in.oc.; GOMBINATIONUNIT � ° D ��a�� • Meximum 2a in Bcm the end oi the cwnter o00 �Hei�ht 2�8�29.3 28 8,28 3 27.8 4 27 4 26 5 26 5 26 1 1 25 7 25.3�24.9 24.5 24 1'�_24 I \ � /r J \`\ � i�=.�`o�°o a� �U �a�iE( • Maximum 20 in.a�ove counler surface � S�JRFAGE MOUGNT nGEIL1NG F X71J�AGK-UP) � DOOR GHIME(OWNER SELEGT) �dth 27 5 28 ZS 5 29 29.5 30 $0 5 31 31.$ 32 32.5�33 33.5 34 34.2,, M�NIMUY S12!WANOONf ^ MIN�MYM t12!NMNDOW ��"o >�p� o � .. .... .... ... .. ... . L._ . FOR A 20�CL6AR rM1OTH ��L�� c Z On island counter speces(rne receptacle min.i not mae then 12 m Delow counter wrtace� � sow a:r e�e�w Ne�etir � Q��r� a r • On peninsular counter s0�ces I�e receptacle min.)not more t�an 72�.�elow cwntm wrtace. DP DAMP PROOF 44"max.from bottom of j � �Q��a=Q�u°� 3_ Bathra«ns shali have a seperate 20A tircuit with at least mz GFCI wall recrptacle within 3G in of each basin �- WALL MOUNT LI6HT FIXTURE elear o tllli to floor in F` Z ao� �� 4. Leunary rooms shall�ave a separa[e 20A circut vnN flt least one rcceFtacle shall he pro»tletl. � g � m:a� a E�:{o 5 In gareges.el least me GFCI recepfede shell be pro•nded.All dher gerege receptecles e.cepi Ihese ded�icated Io an appliance � REGESSED LIGHT FIXTURE(I.G.RATED) �� *GARBON MONOXIDE DETEGTOR egress windows in ;�ao i��`p U� shall he GFG. °�� 0 9:a`..�� 6. In hau�xa s of t0 R v m«e m k m,at�east one rec tacle shall be �aea. sieeping rooms ��i a�i� a�.. y �9 ea v� � GEILING LI6HT JUNGTION L,. ma . o��a" ?. Outdoor outlets shall be GFCI. One outief sha&be instailed ae Me ho�t af the tlwUling antl one at the rear of the dwelling. � �GESSED'LOW VOLT'LIGHT FIXTURE , , o t �E'o��`°i FLOOR •`� �°�_E :�SiQ Receptec�es shall be eccesvble et gratle level and nd mae[�en 612 fl.ebwe grede_ � LIGHT EMITTING DIODE �a i(�o��s i� S. AllreceptacleswiMu�6ft.otewetEarsAallDeGFCI � REGESSED'DIREGTIONAL'LIGHTFIXTURE �QT��j and LEGEND: 9. All receptacles on 15A or 20A branch circuits Ihat supply dweiling uni[be�oom receptacles shell be prIXected by Arc-FauR Circud �,.r OUTLET w/WEATHER PROOF GOVER r^ Inlertuptero.mciuGing switth�tl oitiet5 `� GHANDELIER LI6HT FIXTURE(OWNER / 10. Ali recepW cles serving appliances v motws wi[h a 21ing ot 7 HP a 6 Amps shall bz on a separate circuit. � V 1 Q Pm p P ��pmtM shali be ranaed.tf located SELEGT) INDIGATES EXISTING WOOD STUD F-� E a t i For HVAC e ui mt,a se arate t5A a 2t1A cicud with an access6ie rece tacie at the e u� GARBAGE DISPOSAL UNIT P tEJ 6036 �� WALLS AND 57RUGTURES TO � � in an under-Ploor area.the receptacle shafl�e GFCI. � (e6rsessJ (esaEss) F--i " ,�^� G O G T L I G H T F I X N R E � SEGURITY GAMERA REMAIN. '� x d1 LIGHTIfvG (I.G.RATED) � � i.Switched lighting shail 6e instamed in: � c x • All habAabte rocros. • Ba[hrocros. GEILING FAN '�NOTES: ExI5TIN6 200 AMPS I INDIGATES EXISTING WALLS AND �~/� �� y � x • HeiMre Po�"�R P'�v �__� STRUGNRE(5)TO 6E DEMOLISHED, V1 +. � C a u Ys� I.MULTIPLE RJRPOSE ALARMS(SMOKE PLUS r-rererz ro neMniN �- � . Stairneys.et eech levei. SURFAGE MOUNT FLOURESGENT LIGHT G.OJ S H A L L G O M P L Y T O G R G S E G T I O N R 3 1 5.9.1 REMOVED OR REPLAGE(AS NOTED � v:J . Garages � FIXTURE ON THE PLANS) � � �= � e �' . At ail euttloa entrances and exrts, 2.ALL NEW REGEPTAGLES TO BE RATED'T.R.' A � � �x � Near NVAC epuipment in atnc a untler-tlow,w�iih e rnitch at the access point UNDER-GABINET MOUNT FLOURESGENT LIGH �TAMPER RESISTANT) EXISTING EXISTING N.� �r 3 �e�= DIMENSIONS SHOWN ARE MEASURED a 3 �. Lighting instalied in a closet shall 6e either a surface mounted or recessed fl�orescent fidure a a suAace mounted�ncand<s<rnt FIXNRE BEDROOM 2 MASTER TO APPROXIMATE FAGE OF SNDS N o v 3 f�lurz wiN completzly encloseG lamps a recessed incandescent fiMure with canpletziyendosed lamps Surtace incandescent (F.O.SJ.FIELD VERIFY ALL FINISF+ � iighting shall he inshailed a mmimum oi 12�n.fran tne nearest pdnt of a sl«age space.Surface fluarscent Il�ting and recessed Q 'EXHAUST FAN w/DAMPER AND FAN '��HERE GONTINUOUS OPERATING BATHROOM SUI TE ^ Q= ,�'� y i�g�hng shau be mstanetl a minimum ot fi in.aom the nearen Fp�t W a staage space. FAN IS INSTALLED,FAN SHALL OPERATE AT A !EJ�rnc Access TO FINISH SURFAGE DIMENSIONS. �x _ c� FANS � MINIMUM OF�O GFM AND GONTINUOUS To�M°^� � 9 3 �i ^ '"' PHONE JAGK c.-._ cc y In bathrooms cmtaimng tubs a showers OPERATING KITGHEN FANS MUST OPERATE AT 5 � � ; - a � 1 n han cepaCie ot providing 5 air cnanges per hour shal�Oe mstalled Nhen exterwr openmqs for naWral ventnation are provided� AIR EXGHANGES PER HOUR. ASHRAE 62.�-200'i � '�' � � TELEVISION JAGK SEGTION 4.64. �x�I � � " � 2 A tan capaWe of prohr�ng 7 5 air chan�es per hour s�ail bt�r.sfalletl when no exterior epenings for natural venUlation are Oso -� Os� � � prandeG. `^ TOGGLE LIGHT SWITGH 4.AT INTERMITTENT LOGAL EXHAUST,THE / \ _ � f) SMOKEALARMS MINIMUM BATHROOM INTERMITTENT VENTILATION � " In nr«�crostrucnon smoke alartns shall receive Iheir pnmary pauer from the butlding vnnng The winng shall be permanent and s THREE-WAY SWITGH AIRFLOW SHALL BE 50 GFM AND FOR KITGHEN � Q c insteUecf wiMout a disconnecting switct�cthzr than those requirea fcr wer�curtent prNecfion + FOUR-WAY SWITGH HOOD EXHAUST SHALL BE 100 GFM(OR AS AN ALTERNATE,PROVIDE GEILIN6 OR IHALL 0 � PUSH BUTTON SWITGH(GHIME,GARAGE MOUNTED EXHAUST FAN OR DUGTED DOOR,ETG..J VENTILATION 5Y5TEM THAT PROVIDES AT LEAST EXISTING 5 AIR GHANGES OF THE KITGHEN VOLUME PER MASTER „p ��5�P HOUR) ASHRAE 6�.�-�00�SEGTION 4.6 4. � �"�' �� 6 THERMOSTAT (E) BATFf e� (E)BO60 SLIDER 4 FOR AIR FLOW RATING,PRESGRIPTIVE FAN r � ro r�MAiw �I _, �RE° WALL MOUNT AIR REGISTER DUGT SIZING REQUIREMENTS PER ASHRAE 62.2 �^ SEGTION'T.3 SHALL GOMPLY INITH TABLE�-IOR � �K� TOE KIGK MOUNT AIR REGISTER GOMPLY WITH MANUFAGIURER'S DESIGN �� NEW OFFIGE O� GRI7ERIA(NOTE:THIS TABLE IS NOT FLOOR MOUNT REGISTERS APPLIGABLE FOR SYSTEMS WITH AIRFLOW � GREATER THAN I�5 GFM AT 0.�5 OF WATER Osp EXISTING GOLUMN STATIG PRESSURE). BATI-f . II � soi EXISTING OO�"'° FAMILY soi ROOM �a''o . . .._. •E,cisTuu r+,a��amers , .. ��J srer TO REMAIN,VERIFY IN FIELD 5D 3 W �� SD � �' �� LOGATIpNS, O /o�M oro EXISTING �� \ Q EXISTING B EXISTIty'G r�.+Rr�+ro�+,aiN M FAMILY � o ��Fv�r�nce ri , I /'�R1�G AREA ROOM ; _ '" v� •Exis� wu� r DINING AREA 'EXISTIN6 WALL d11L.ET5 5"X4'GE LIN6 OPENINb I� (3I1i�ET5 TO REMAIN, TO REM.11N,VERIFY IN FIELD � (FJ OOOR TO REMAIN,FIELD � � +SEF.IFY I FIELD �} �I TO SKY 16MT AT ROOF / I I LOGATO . LOGATIONS. �� NEW 23'xl8' I I � . �� VERIFY DOOR TO BE SOLID CORE �---� �----r !OR 3/4 HOUR FIRE R4TED)r�/ � n - ------ - --- ''.,. � Y1 � . 3•_li"_.. I T��., 5 TI6HT WEATViCRSTRIPPINb AND A � / I I \ m � IJ W � II q MIN.OF(I)-SELF GL051N6 MINbE. � I UNDERFORR PGGE55 O I I O I'�O I / � I 71 I I I I � _�' - _-k- -o I -� ,3�-ii.. NEWIOFFIGE � � i� � �----1 I _ , I �I<I I �---� I � -- ' I i��I � �-------y , NEW OFFIGE I i � � � � � " �---- -� , �- � � � � � �, � W . . o -� ; "" Fu � nFu BREAKFAST a'-e• i 6 Q H'-I" (EJ STEP O I I *_- . .. . f r._ _-___.._ ,_.. ._._ DOWN b �w.r�a�n�R oi ie'Niw+r�oov � "' 6REAKFAST I � (FJ YVATER F1E,4TER o/18"MI6H WOOD � / AREA � �'LAiF012M TO REMAIN;FIELD VERIFY � PLATFORM TO REMAIN;RIELO VERIFY - J , .� SEISMIG STRAPS TO BE A MINIMUM OF O SEISMIG STRAPS TO DE A MINIhUM OF LL� AREA � bFl (I)-METAL STRAP AT TOP AND �0 W a � F�R^ O FLR FL II BpnOM BOLTEO TO 7x BLOGKING , Z pI T . li (I)-METAL STRAP AT tOP MI� I �1��_�_FII . n N il � I I gpTTOM BOLTED TO 2x BLOGKiNb �, AFGI I I ( __ .___.--._ .' '",. - �. I I ry# (RAISEOM�w�OPEN ��'I E%ISTINb bYOBOARD AT . // . ' GOMMON YlALLS TO REMAIN II -- Z *_ i , EXISTING INTERIOR DIMENSION�. �� - --- 19'-10 6FI 19'-10' I KNEE iPPLE 6ELOW IIII ` . EXISTIN6INTERIORDIMEK�lO�� .. .. . }__-__.� _._- ____..... --_ ___- _- __._. i AFGI ,�I ._..._.___-._ ____ g � � p ....___.--_-_-__.._ .__=�-TY_f. O�I O O w'� o _ - i - .� � � � I� FLR �� 13'-0. ��<• I_ � s-o W�..� EXISTING � Z o -�-� _ � EXISTING - - � � 2-GAR o O nFci 2-GAR �� '��, a li �. non��ono �� GARAGE g o � �� I ..d GARAGE env��. �,, � ----- I eepRiNa va�� '''�,'.. ir�ic,a�s avweR se�cT n� Q �� N EW GOOKTOP(OR RAN6E),OWNER I ��O WALL MOUNT OVERHEAD �i } GABINETRY(OWNER SELEGT) � � �� '� � `iELEGT v�/EXWAST UNIT(OVINER SELEGT), I I �.O � i 1 1 F�i, '�, INSTALL PER MI�WF'R SPEGS.EXHUAST I I 9'-O' I � '�� '�, LNT IF OVER4EAD TYPE SHALL BE 30" �I 1.- _-- � W'�. � MIN.I�BOVE RAN6E/(qOKTOP(REDUGE I KITGFICN SINK(13 6PM),RANbE(OR X � "1 FI',I O ��I GOOKTOP).REFItIbERATOR ANp W Q FLR i TO�4"MIN.IF PFOTEGTED WITH I/4' � I INSULATINb MILLBOARD CAVEREO WITH �p II i D�SHWASHER AND ANY Oh1ER �c � I �H gq METAL OR METPL VENT HOOD APPLIPJVGES PER OVWER SEI.EGT. �1 � ��y n �- ..�.... I �.. O i�ll,�,��. 96'HT G011NTER TOP w/TILE TOP . - - AFGi 0 3:1� I � I\ I/�VWLL TO BE 4� O � i J W Ew (MIN)HEI6NT YVITH I (OR EQ/AL,OWNER SELEGT)o/ /� '(� KI I"IEN �. OWNER SELEGT GAP NEW I I BASE GPBINETS(SHOP DRPYIINC! {..� � � Q � I 1 � `I �----,aFu O R'��.I ��' ! vr.sri une invicnres�-- -�--. IGI TGI-4EN �R cneiner MacerV.P+xovioe . I �M ��. FLR , . PER�METER OF HIbH � R1LL HEIbNT 6AGK SPLASFI(pR .. EXISTIN6 bA5 MAIW O Q � OY'PlER SELEGT),NPIGAL. METER TO REMAIN � � �( REMODELLED �'��.I � ceiur+a iN�vrnr,arsen. I - I . � i � � �i i . .. � � � I O -i -- --- A -- _- _ , _+ - --I __ r � m , LIVING ROOM / I sw m IW, - � k - - p` I�,I p� � A-5 . �- I �� nl x �I � I veN� �o A-5 J � O � � � ° z � �o' REMODELLED �o N SP' � �o i I�R °� � W z I � ` LIVING ROOM �� ,o. �m j il-� �T � � O F�oaz ; . . � I I ' . :' ': I �i � ' _ I I I i �i�i '� <v Z � �- � � � AFGI AFLI LL FLR�R j II'. � �Y ~..,Y:,.:,., ._a.....:.,., � i ....n-. ..,,�..,��:n-�s.....x:. " SEAT _ , (fU I60'10 SEGTIONAL 6ARAGE � - y REG K i I F. _ r i'~i F, .. ' ! �- ry _Y I �OOR(OWNER SELEGTJ � L 0 � � k 1 r S 7 I '^ I li I�i I , Q // �1 p Q P Y p ) l E O y��TR,I I J.., 1I' J-- FLR/� � �REb �� y 1 [ � �f' �Y` R .-......, . ry � -- '�III II� ''.I ' �P�!}'iAi,. hQ. � � wn i -�- �I �'' � ,� N � IL , ...,. � o ri�-a.Hn .-_ ,� W + Cf � �. t(I�t�eryt�� F" �� y,"J�rI �•' ry .�,T__ _S�- ,.`�p�Q 2 _-_ n ��.�� d p.a +e,�..6.,�^� _... � :_.,�..x-.,.-.-.,.�.,�,..�.k n, � �� i �% � � V � l) ///� SLIOER FL YIP �- RR/NL � ` "JV 'k � 6 STEP DN �. (�'HTl h'HTJ � � ... ._w. . �Mf D I FIXED h 5"M� ,� : fp� �`'� r �.. ��.. , , A-5 rrnic,ti�. NORDBY - I�ir„��'.�5f�..�� ,.»55,AS'•? � �.,S�r'_..,.r��/_�/ � ,. . 'I �I 5/I�/�OIS ��.��l;��3= �F',_,.._� �,...��"".__.a..... � .s. . .�..... � B I iii w�ueT Kun 1 °"� . �i'` �_, '', N�W �LOOi� i=L�N �,4 , o �4.� ��.Y.� �t�� ,...��3-.F_�...,-:�� ,...:,... � ` �_ T e'_ _� �-i. p v-<� 4-r ��_ �_ �� jCi�..SE I�ia;'v�,:i. I, _ -; SGALE I/4" = I'-O,� EL�GTfi`I G�L-M�GH�1�l I G�-4L i�L�N ._, � _. -- - + SGALE I/4" = I'-O° ' "_H ' �-� NEl"I 14"x15'META�LOUYERED ATTIG ��/iaiow�. CALGREEN RESIOENTIAL CHEG.,_..,i-MANDATORY v�Nr urur wi va°sc��n,ax)insecr - 1.SOd.1.�Yenfl H n�a.um I �I be p�vdeC��ven'y�tnul I MESN.VENT UNiT TO EGNAL TO ..-. _ I ---� ,;. .. I - .._. L .. .'...-�---.._.._ -....-.`. G�-.t�.��h:' - c�znClinn�VOl.I 1 nsM1mat a,t�.i Dr,xn 1. ,� �'I.'., OF NEW ATTIG SPAGE AREA. 'L._ �� •I�I L .�. I I L .�I.��' � ��L��u�l L I .�� .��'.IL� I ��... `��; ..I..�i I_ � .I �'�J�.I• I I� ��-I � ma.CarPetai..car.I. .. ... ❑ ❑-.. I ��.�. Ll �.. 61 METP.L�� . . ,. � . . II . �- � GUPERTINO u3oUT.:aaEnCcNUEE.CPH T,LJN�GO.FC.L �'f-CN �VOCIInCaryetSyale Pe svsemsS�Ftlac �Oiantx�iM1 I ...� _. I, I/I��I �.� I I'_i�I� �A H�6A3��D'�MEMBRANEH �.I. ,-�' L�.. I i. i� .�.'.�. ._. LI�I.'�._ �_. � ITEMS _ `"-J- ,Il-J Y�L OG4 EU E T O C�.5�4:�.✓ 9 sYs � / I � ��. , ._ Y14Y o/bRADE' I �. .� :. L ��.�� ',..,�..s�.tl cax.aJ�"t 3.f.f �..�y� 0.50�J Res�ll fl n^�I`c�mPlyEun9t`tneo'OC e^i�:cc cn I tlPl netl n I �. NEYI OINNER SELEGT�I �.... _I, J I I � I � '4�- ��. � � _ 1. rxev�n�resl..111 I/-',. ' \ .. - ' , _.. .I _I J�`C PURPOSE: , y s a �, t y,�/ I L I I i.. .'i . � �' . ¢iy � �� L�;� � l__ ��, � I l �. � �' ASPHALT SHIN6LE5(Oli I L�: �:L I „L L I . , � I I L. Z the Col,aoara b H g�Pert. $� tCNPS)Low em g � �� . � Matrrw!sLslwbnierifeW�n.le �nRev.,aniF'nixCovnrnglrs�tuinlRt,F . {�.�/b��"�TALROOFTILFJGLASSA _,-J _, �,, � _ _ � i I��. ;\ a The2013CatGreenCotleappl�estoatltltonsorakeratonsefeM�s[ngresWentalGuldngswneretheaddton �� OP'� '�N� ' , ^ '-,, �*� -�� i-��'�' '.�� ' ;;' -�' � � ; I � � , � __'. _-'_a � I� J�' I �'.�' 'I'I I �� Fborscc�e Crogram .i / } , -� I.' or al�erahon�ncrCdsCs I�e bu Itl�ng s cP�d�troned at¢d volume,OI S Ze dntl d150 dPPI es to all ne.v low!�5¢ ...... ._.._ .... .... �: ._.... . ...._. ...� ryEYI"1/B"THK 5'NGGO(TOTAL OF ��, I i �� ,'----,� MJ 2x4 .I � '._. .�I..li'.�L,_ ._- I L..I��L_.��,._ ': .� �.....' .� �1 �. !¢5 tl�n�dl Durld.nq5 h�h t sC re5�enl�al�u Idings or b01�.Ex st�rg sile and I:indSC.aD��g-mptovfinents l�at 4.50�.5 Compou[a woo0 praCucts.Part c:eaoartl,re�]��^i tle �V ' ��i 3-LAYERS,MIN,MATGH EXISTIN6). � � _i-�L,� STYROFAOM � . � ' �. ' ' ' � � O .ife(lOt othelW�se 4'sturbed ate no�SuhjCGt to�hE fequ lemenfs of CAIGr¢¢n. Y�eiDcarC(MCF).an0 haNwoW plywc00�5¢0 n nl^r cr t�.�s�systems shall ��' ❑ ❑ ��, MATGH(E)FINISH(OR ONOJER � �--� �- - I I I I I I�,�I j�' ,� �STO ��i ��. ��TRIM w/51GIM I I� �� I I ��I I I��' J i - I I��,I � �� F � ^ ompywil�b fom�ataenyDe sonStanCar.s .I.. .�. �\ FIXEDARG '.. . ��. .�i I � SELEGTJ i ( TRANSOM tV i GOAT STJGGO ','i .'. .��: _ : . I ��.I _ _:. ,I- .. � � ProeQ Name NORDBY RESIDENGE �� I INDIGATES(�)-RELOGATED 14 x6 I \ �' � 'T I I II I I I '��I _- � ..._ . ... . ItRfI{Of MOI6WIY COflhO� , (w/I/4"SQ METAL INSEGT MESH). �D W. �. I �I � ��..� ..��.� ' �W O�Y��\ U�� I Project Adtlress 945 NOVEMBER AVENUE GUPERTINO GA � UNDERFLOOR VENT UNITS � '..sa�.e.ac la F -( i i I i �. jNf moa+°°e u°L 49'=' - ...- ... ........ �505]Conc te sl b f untlaf .Hapu ran P � �._.. _.__.❑.... i DISPLAGED BY NEYV ADOITION ,I\ p.. W�I �I i � ! Q I . _.... _�.. . �z O •d�a�'0�a 0 i� Projevt DFarr Ulinn:RESIDENTiAL ADDITION AN�REMO�EL 0. k are ais mp tl ro�mpl� ��C(�� S f OS 2 � � d _ ....... _ ._ . ._. � r��'. ....r ,cv (SLI ERb I �� = ��QOOc [8�00� v x2 (t�U OWNER SELEGT STONE � '1r y 4.SOS.I M st t t ol6 Id-q t�I 41 t ... i r�f pu�rg ❑ ❑ 11, VENEER.INSTALL PER MANUF'R \ I FI�XE�D F d I �. I i� i _'. ��I �� ❑��.i,�� I 0 F � 0�0 0 0 •� �e malenals useC�n wail antl fla;r�ram�ng�.s c ec ev bef:�re encios,m '�, SPEGS.o/MORTAR 6ROVf �� i p � L� � ��-� �� i y� � a �G�b� �u . �a i �o-�`i �;p 1 [UCI . --- � NEW 6P.]b bl MTL DOWVSPOUT, � �a \ �� O� I t - �LJ L_l ��• II �I I d R ' V :�<�V r u u�y ❑❑0❑ ❑C!��❑ � - � a.o,;o , indoor Alr Owl and EaAauet ��, nY 1 MATGH EXISTIN6.DOWNSPGLT TO -- Th Ow er or I�e Ov.�ner s agen�shall emG�oy a IicenseA professionai ex er en�etl wilh the Cal fom�a . Q O � u� G/9¢n Bu ICin Standa�tls CotlHS:o venf � p y �.506.1 Brt�raum a�haust hna Ez�a��l'an�xn in term naiP�x is AP ine '�. TE��NATE TO GONGRETE SPLASH � 1.. � R w 6� ��"��♦ 9 Y an0.�acure thai all requ�r¢C rprk desu be0 here�n�5 pro erl : � � V -�- "� I� .___._ . .___ .__._ _._..__ _....__. - � V J d p 0��D 6 a•• pidnned a�-pl E fEd i�1he prO�ECI. puilding are prov 4e0 n every�alhroom ❑ ❑ ' BLOGK,SLOPED TO DRAiN.�Q F I � Po � -! I _ OQ i4LiU��6dpE( � 2 The licensed p� na daie secno�n t W�oae,e u va�cat�o�ac me entl o(Ihis chechl�st antl a�'e ihe EIIWfOfITRfIWi CORd011 � MINIMU��i b�EGAL.��MIN.OOF O a��. -'.:- �� RAbE OOR( "10),iN P.LL P�'�❑ � O F �p�u "��0 0 _ O T G N� 2of Ih� .heckl'[,ig gn .. . _ - � � J -��t' 'i � MA NRE PEGIFI TIONS -...� a�6 V�� " i2 ch k151 p�intetl on the dpprove�plans(O�Ihe prqetl. ems are s.re� d oes�r�etl a.1.�u oment s s � � � � - I GONGRETE PAD)PROVIDE bA�b bl� �� \ _� _ <'' '- `I�� I �- _-.- - - _-. EX15TIN6 bA5 I � �0�a y p��c 0� 3.Pno�[o t ndl nspectio�6y the Building Depdrtment t�e I censed profCssionBl shall complete COlumn 7 �`+��Y n _ e��e�� I MTL WEEP SGREED/ST11GG0 STOP, �� . -1�f - i - f I(- MAIN/METER R�" 6`t�� p hefollo.v� hMs�. . Tl'PIGAL.WEEP SGREED SIiALL BE ' \��.___ _" � IUI 'y.---: -__ � ��-J�❑ ��I�I� ___ TO REMAIIV .. Z QOO •c and s'gn anC dale Section 3-Implementa6on VenficaHon at the erW o(i�s check�sl an0 suhmrt Me ui ig t nG�net A MINIMUM 4"TO GRA�E. ` �o�U Q E;a{0 �OmpleteE fOrm t0lhe Building InapeGtor Btabl sn M1en:iws and nza �alues acrn�tli�g m ACCA htanuar J« I �J �. � ;�Re�y�a a Q�� -� ecu�valenl � � I i � ' 0 E�:Q�9 C O.�0 p I � J �'�� . . a �.sae d�c svs�em,a«.o�a�q m acen z�-o�tii�ai o;,o,ea.. �e�� . °''S" �i ' � �,. s�-v , u`�a o�y�o�a�E . TO PROPERTY LINE k I ADDITION AREA �'�* EXISiINb 2-GAR bAR46E TO REMAIN *TO PROPERTY L�NE ��µ ��t- 0"��0; J Sriec��tieeliig 3tu1 caah�y equipmenl xco�d�ng to ACCA 3u.�!.1a�udl S�I �.' � .......�.-. . . ... .. ..... .... . ... . ....... . ... . Q� U� ... ...._--.. .__._-._-_._. ..._-__. ._..__._ __.__._ ..._.__ .._-.-____ ..._.. _..___.__ � - Column 2 Column 3 ortpuvalenL � ♦ 1--� 1-� A ♦ �6� E 0 3�Q MANOATORY FEATURE OR MEASURE Project '�Verification ��O I 1 T L�J..� Y / \T I O I � �a L 4 v o��5:� .Requirements', � •-� • .. . . . •• a,a�mc,�r�a . . • . r�,c��.w� SGAL.E I/4" = I'-O" � E METAL SPARK � x P�ann6g uw o.s�gn-sn.a�,.�opm.M � �� . ❑ �, nwxEsreR ro T02.11nsWlle h-i g.H'JFC ys ..1 I� � tl 4 rtf el�n �' ^ 4.1062 Storm water dnina tl re4nh Eunn � ��e Draper�n�,i II� f HVAC yst N � 9s N ge s on g conas9eWctwn.A pi�n�s�� I LL � Eevelop¢d 3ntl m�lem¢nre0 to mana lOrm ware•�ra n g � ❑ T02.2 Special i pectl i�L ,]P: � I po ,p� �ty V x mnsvuc�en. �. CALGreencomplance spualleAaitlaole,a�fe o s atecomCerertce�r�n¢ � � 'I - - _. -- -�.- � - -.- - -. V ��L e.�os�crrei� a rno.� n ne �a��ea�raaeveio � eu�:o'�9inPy�s�e��a�o�e�ty ' . L� -�I - i_ I .J'�, _� �I._ �. ��" I �I -`I I � I -- , � - � . ._ ;� .. k p uNxe wa[ �f��IC q C Iruct p M1 tl rMwate�ow �� I I I I I �'�, I . T x s yaCrryaa�ra�iayxvysle. Ilmanayrn.I�A �r.atxrfk.wl J".�I '..' �'�-•�"L�I I L: �` I"-~I . I� I � �•-� `,- � 1..� I��J�_ I ` .f I. " ` I . I � � � � NEW OWNER SELEGT � " P J I �-` ... � . . I�_.��:= �I �., _� ASPHALT SMIN6LE5(OR � v �J� C ..__ ..... ..... .._. . ....... � _.... ❑....... VclIfiGL011ictonMxumen� PI '�<ewi.hCAPGneanstalk�r .. ..i, . _i`.. -�I �I..1L_ IIi I I _ �. J L�i,. .' _ ...I FIETALROOFTILE) �; a � I Tosioe��mm�� v r � �_'L1,. .. W U > _ � L L��L J I� I .I .'� GLA55 A � ..f i .b� � I � , '.� I I � �� i. I I I I I � � . � I�� L�1�"_ _ L I . I I � _ I 1-_, � � n 'O t po It a' Ft�I.t th . . g L- �. - -� I C J a. �4 '.�vAi�sh ..6.. . I.. ..I FI� . � �.� '�;�II � ❑ - . -- - �J � NEYi]620 VEW%'SKYLIbI+T(U1iIT5 SHALL � _ L �� NEYi OYWER �.._I�I I � I �!I�J I_I �i � :.I I,. �� BE TESTED AND LABELED IN GOMPLIANGE �.�. �'� n.n rt� .n s .�cea �n .mc+� ,��nm i ,m��Pa � �I I�.,� __I-�I�I�.�,_ ..�'�_U _..,,- _ u �. _,'�.. I ', _, \__ " - ^ x � xprortct'ralnsP�[o�a00��'al. � y ... . .. _ . .'�.. .WIT}IAAMA/ViDMq/GSA101/I.S.�/A440)OR j �� IL�� },��i,_ I I I I '�� I .f I EGNAL,OWNER SELEGT,INSTALL PER � V C U% S . I ROOF TILE � I � MANUF,44nIRER SPEGIFIGATIONS-(IF e ` � O � .____ __... . . __ . .. �•.•.: � ..L-JI�-L, �' f ` ..Ll 1 I �L 1...��I I . . ��I OPERABLE.NO VENT PIPES SHALL BE Ca i.u-I.,. ,....,i ui�e� .._....,. sn-r i,.�:.. �A, ,,�.� J Ur ' YVITNIN 10'OF OPERABLE SKYLIbMT). r, 9 � _ w � ^ r1 x F � -'� � CALGREEN SIGNATURE DECLARATIONS� � z �n��3 P o�ect Name� NORDBY RESIDENGE ��i ��55) � ��y�) � C � J' GlMfel ... ........ . .. . . .... . . .... ..... . (E/EXTERIOR W 7 .. d]01 1 LOw n5e 'tl r e+cevv111�e m nim�u�r. P OJect Ad�rC55. 945 NOVEMBER AVENUE,GUPERTINO GA TO AIN) �II �' I �� _ ` , �inlbuilJ y..-i t � �. i 4 _ stanCarddesignrepure�ey!fieC�IfomaEnergyStartCartls � �. � ProjectDescrF[ro�.�. RESIDENTAL AooirON nH0 rzEMODEL. . .. STUGGO TO REMAIN (E)H06 SLIDER �� . li� ' ¢� LJ w ^ 1 � L .. . . � � � � ... . ..I � C .__ "_ __._. .._ ._ i,,,�,yy,��s. SECTION 1-DESIGN VER�FICATION -� � � -�� I'I � 0 /.1031 W t n rving plumb�ng flrturea and fiM g.Plurrtl�g(t�ras C p. -I nen n15ac1on� �p.��g f i - i ibm t V� .-�p e�etl<Yim. '(,�ii�rrns.antl 2'i w�th Ine f�- uan�a a�id uni�ale�and fi�t�nyy lauce�s'arW'1 owe hva�s�shall compY pa..a a��lo�g perzn�appl�af nn lo I�e 8u Ict ng D�hmen,. I wthiF,11 � ----- ---_ '-_ - ---- --_ ----__--__� 9 �tw � - �f. ' .�q. v'�, � C G .SI�M t n� xc - t - I .,/�I ❑!1031.12 W CI [ TM1 fi t fl h W f I.. ..�eu rt(y th�t� t k J h bY C t 0 1�h 1 pf 4 1 be I d nt;�tt+e I II !f�il �rcf.8 g�1 per ll T k Cpe� t �k.' �II Je �� reuu nn�s sei.�v.�n tf+e 20�3 Cai tor�a Green 6 Id rq Stantlar�Co�e ai � v rt I�eC 1 the�e�R�. .01 (�U S F VP W rS . �'�t^�'bi (f M-i0e?,no '�., � so �a�o�s�r ��r�, i��fi� �L��I�TI ON ❑..�3.,.�.:�.,��,r�e�ff��.��.a�m��,��.��o. �,�,s��.�;� . _ ��„ __ er..ce�0.53�Ilans per%ush . G'/�� A MARTIN N012DBY AND/OR 6AIL NORDO�' ..Jl.,/l1L� I�T1, � (1�O'1 I��-JI13_t.3.i Single9howerfwad�.S�rowert�e�dssnalihaveamexun�m �wners.veme�F'ie3�euriri'� I flow ra�e of rw1 mu�e liian 2.0 goilons per minute a[80 U��-Showerheacs � ....... NEW OWNER s a cem e�to t e per,orn�ance mler a o ihe . A Ntatee ensa � ... SELEGT ASPMALT so��a•�o�ro,sn�wemeada. , �:.xo,�..�,s.�.��,o... .._. . .. .... ...... ns�a ❑{.]03 1 3.2 M n'Pb 5� rf�eaEs urvfnp one sPower W h FRANG 5 T KUN , St:INGLES(OR sM1ouw s serv t1�y lu 0I'.0 SM1OWPm2d0.'�e COmC nea th�,�p o� � rT.xc.��. .Na..�«��r,�s✓�n�ii� � � � �METAL ROOF all sM1rnver�eaC E� M� snowrv ain�ts ccnVotler]�y a s ngl �i-ue . . . � -�-'- TILE)GLA55 A. aM1a��rv;texcneC20ga0unscu�mnute.�180Us wthest,:rwerihal�e . � � .;�._--J • . � ...�_ ,''-'� '.� . .._��.. � _.�._._�_ '_�_II f. �.,__ ��.I. � '... ._I. _'__ _'J _.___'. __ ._i ' Qesqnaf to allow only one�Mwer ou�la�ro ba�n operai un at a time S.>>v r�:�.;�. f...onn ocq'.s o+'a�G:.iG.. ��en�, D..e . .� �' ' ._.� . �_.��._, "_;�J � I� � ._� � _.- _ ' � �. . J��-L, . . .. __ �,._ __ �I _ __ _ � ._ _ . ' _ . -`_�- _. . ., . i �-L� i� �. : � ti _....�. . _ � ,� _ � ❑6.JO3.t.t.lResitlenliatlavatory/auub.TFenia=..mum'Ivw,ateot . _. __ .��.. �:_ -__I _I_. .�_.,, ___�__. � �� ..�� _i; , .'. ._._.._ _ - . _ ' _ _'_ __ . , _ . l:ma.l�..cense �.��iu esrowir,t,a�;.en..ur.e,.:..ensNv��f'i anonr .-._L:...JI ____ __: ��_i.._-:._.- _ .. �� _ . I � � ' _- _-.- .. ..I. _. .��, � re�de.ai��n ra�„�Nissnau �is� ��wAaisess . y',. fL. ''. 1- ,i --- 1,,..�. .. .._ �� -'. �_,--�__�. L�..,,��, _-__.___.. '__'_ . :. _ I __. � _ LIJ�;.��_ . ._ _.__ .,.. a.aro<<a��.��snai�o�oe ��-�� -`_��;---- .'�...� .._..:...- _�_- - --�--.._;.. .._�.. . _-_'- ,� os�.rnem��m�mnow�areor. �a ra v .-..... , __._.---- -� -- v��. - ��, �� ..',, ,, ,, , 1 .:� �I-.-:_ . �- - . i____�I_ .�y'._ __-��.''�_ . .V--. Ihan0.69aIbmPerm F. T:.tlress i I.en;eP.H=zs�n� sp�v..c,rv�. .re..r,.,c�slar.v .!...;_.�.� .__..I� � �,_,_.._ �.._�L-,-. _.�.___� J�-___�-..__'_.__` . . I � I I ❑d.k1I.1.12 La�o.yra�oe��o mmo�a�dv�mi�e,�,a.rr.F E,..� i I,i .I��._�_ ,�_,.,�._`_:-;._. ��_.,:;._. �_�_''_I. _�_-�._I�_'��, �.,�.� i_�. ,J_i� _- '��_._.; � � - .-_ �_yl_ 1 f�.�_� .��-� �._-��4�_ _.J�....� i�f_ �._��_ �„��-___':_._ .._-__ -_'__�L,'y-_1�.1._ �___��__ -'-- l_ __ � „ �;L_ ti:._ . L�_ _��.� - -- 'J' m now�ai�or ia��iorv r n�a �.a c e w�se �I ' I I'� ' I I I I I I I ��.i i I� _�`i�L ____�_l�.L. om:�az oi a,.eirn�,w i eu y �s ��.e��mai e,��an9,zrau '�, i � I�� I��I ��, ' I I!I��. ' � I � � ��i I I., . I . . � i: . ' �eed o.s gabns ae�mn��e,��o Ps�� SECTION 2-IMPLEMENTATION VERIFICATION I-� �.!i '� ❑!�113,1.�.J M�bnny taueNs h�e 9 t� � ��IIeJ. Complxte.s�gn f b 1�h F d,h. 't d g-�1� .:i t g. � . . g. .g ialures on S.Kt�on -- � I res den:al�u I�i^gs shali riut N i�. � 1��.p 5�I J' f. 7 Io tne 9u W ng De4 ..1 p r�t B d�D F t��I.p I .. ❑!1031{.i Nil<�en Fa�cefa.i�e max mun f aw�ate ol k�iMen-au�ats M1are��s0actea t�e wnrh antl�a e veo s�Rc rt tlu..umcnte�on,o wrf}and ceNTy�hat I�e�re�ect tlenl�f�e0 (E) 036 j (E) 036 li 'bo rons teC caaance vnih IM1 s G�een Bu Itl�n�Che kl�� i�. r V n.wM�ne requ�emenis�! (Eb 55J (Eb. 55) s�ali ro�ecceed 1 8 Ba bns pee m nute a�60 p H t n(auce[s may � � � 16 e 20��Ca�fom�G. Bu ku��j$�dno2rtti COcta as a�op�rC by�l:ty at(.�Oe t po niy rr. f.flo Oo �M1 max m bui not I cead 'O � � .L 2 2 q II ns pe 0 p�.,d :st�ela II �n�mum tl w rale (�ExTERl02 ' 1 B yallans F .t at h0 Ft . ... ... ... ......... . �y r,,�i 1.r.er a rr p e-x c.aiGrw.n rmo.axe. ... .. p•N ..... �SNGGO TO REMAIN III I � .. �d.J01.7 StandarEs tor plum�ing lixtuna and fittinga.Plumning Yr�ure.v . .. .. .. 0 0 ftt g h�I be' 11 U� c da 1R t It �a Plumbi�g Cede.� 1.. .P � C� � _.- ....n Pri�•'. Pnr�iir SNGGO TO MATGH _'.'. a W�II �t tlie�LPI�aGla sta.�J� ete ence.,n Tah.e 1401.1�f t�» . � ❑ ... MJ EEiEs O�R� _ C wn9Pu..�bngG de ErelAearessir.r. ne.�PMets>�es{imv�e.wCaGrae..omoa+'e N�.e.`.rt. e.r .. :�:u:� .___'_....._._-- 'I �...--�'� . 'tc-irt, r..i....�,�_ .r, i..u.l,u!! �, .. .. _.. EXISTIN6 RESIDENGE ._ �li ADDETION oumoorwa.ru.. __. .._ __.. .___ .. . ....._ . . _.. . .. . . _..____ ..._._ _ .__. _____.__ _._ -_.. ____.. .�.__.. � l - _.__._ _-__.. 0 4.�Od.t Irtfyation contmller�Auamaoc��9ano�sysmms�me�uoa a��ne � .4 t�..tl� li sP�' � ilDe�v h-G ed � j� G \ /J�T }�I ❑a aa i�co c u r n.,n �n- -i -�. b .c .�i.,s I �I��f� ✓I�� Y l� I l O l�l z m.�tau.wna�rc.a��iaAi�s��ga�an,nresaonv.lo�nan9ei.pa.ns nceas . I d+wealFar cunJitiona cliange � ❑ I - 1 ❑..�..,�WeA�r,e..ba�ed��,.,,o��e,>wn„o„�,�,��,a�,a,,,�d„sMa ' � SGALE I/4" I'-O" � wa�ron syr.ems ina�aa.ro�m io�i«ai�a,man snaii nave a seva�a�a� �� Q wven or w�ro�oss re�n sens«wn�cn co��ecis o.commun,raiea�Mtn ma '�, I Q anlrniler(s!��mo�s�u�e-bas24 aanlyd�e,s are�ol reQuired lo M1a�e�ain. � �GHIMNEY rv/ sensa��nv,n. �� . METAL SPARK � -ARREStER TO • • ,- . %/ REMAIN �c ••• •• - • • NEYi OYWER [rt W Enhpnc�d DureWl�ly il�d RBdUGd Meinh�enG I 5H N6LE5(OR�T v > y -� METAL ROOF � �- � 4.tC81 Rodent f Ann I�r rouM � .I C �aCles. TILE GLA55 A. v e u a soxes a p ce 1 �'(� w�au is o.oin��:�n oi�es a:9�suc ve��s wi°� ,ee � � � � . I.�;J,i J`..�,,��L -L,.,,� �`�.l,` . l � L. _ _ �,' �i. 8 i-_ :, ..__ .i i._� ._.� , l:�_ _ �J�I . � '-�L � ,.- . J I_�.L I'` W 19-1 � IP aga�nst ma D go f rodenls b b ��o ��er.t morqr. IL IL�' -- ❑ L ` ... I . I - !� � i�,ago��y ��ia,mr�wn Pi�ie m me e�r«��g age��y. � I � I i I I�L i L I '� � �i I �I I I _ Q u � ��I I I LL� �J� I J _ _ , L � � �- constructl6n Waate R+MucTro�,ots ad aM R� 6 _. ,/ ,.; I L � . ..I. I, _ � '� I � � .� I I L� J �� I �I I� � � � � � � _ _ �I L y� L� L �._ ��,. �/08.2 Gonatrvct on waste manaqement plan Whero a locel�u�d n I �EY1 OVAIER "� J �. IJ I .'.I _I I! I.` - I I�_ � I I I:I. � � � � �\ d. ha r«,sr�ucno�una nemo ro�was�e ma�aga„�an�o«f ance � ❑ f ��RooF�ri�e � i I�Li�� _ �L�� i' �� __ __ _ � Ij��-I _i � v `�e�aga��typ mana9�en1 Plan shall tle suL+m tted for aGPro'�al lo ra a � I __ I u� _ I, I ' _ J�� J I L L J V II _ J O � L�L�_ L J�_. LIuL�� L O - � w Bui1dM Mainhnence md O nNon z fl � - z , _ � _ �� ii �`i� ' -' '; ,�� aiotow� a .i.'... ...i�nim o +r i�s�'o�......_. _._ ._.. �: S`' .,3 , � Z O F- a P t �a enance manuai snan ne o�o�aee io ene o�.da��e � ❑ 1 r' a f� '� � �. ,. -'"�,�••�.•• .~,..._ �/ «.vna�t«ow�e. '' �' ' I � ! ,.:_,.,. . .�_-.:. �. ...:-.,.-.. .._....e-;...+.�.--.-.�.....- � W n +..�,,.esws.,.:+.+-an (EJ 20, � � �_ Z IL � __.... }i[y[ Y tl- � �+!�Y {]t . C y(�`��'�`I V .aC �-+.��..n..w.�+ww¢ / (FJ EXTERIOR I _-- �'�,. POA�/MNTER , �� ', � v � d �' .. '• ._._ _._ <�Y�V� '� �I`kA 1 ,�7:1a?i. � �/_V � N � IL Flrep�ae:ea... ..._..... . ..... � ' .. .. . 'J' -. STVGGO TO REMAIN i � 65031Gcneral i �n„ry.,a��. i: i.a,. r��i��yas�.sP�� , � � � f , , � - - j � � � � v ,.�om e m�y r«.oi a sEaieo w.;cazm�e ___��I. �p ✓ ,. i a x,-•.�� .� . _ -�i _ �oe"o. PollutaMCoMrol ...�a�co�e�reia�aaa�� .. .. .. ..' �'�� . � '.�i.'�. ///.._.,....w... ..-„�,�.,. ....._.,, -..�...w.e.-�.=•. _ ,__ .�_. I /' NORDBY .... _.. .... ... . � � ' f i'!ji,� 5✓ ��, j ... '�� (�J bA5 MAIN/ { ! s% z-.w ..+�s... i- . /1.�METER TO REMAIN T.r. _ ��SOd 1 C ring 1 G t pe'ng E P t t f ha�ul � - �IT�f� � - equlPmentdu�in9conatructlon.D i o v� � . ❑ .. °� . 5/12/�015 a siro�i o�mm i o,e„n,��sn-i� : a au�,n o-�.,cu�n . , �f�({ 1;` ,r,: _ _ -' . punP» F 3 . yrors . I lieb�lf�il�,i .�. � - '`" . -_ _. . . -_ __ _-_ -'___ . _ -"' r�ne. ' . __ '' „ >.-......-::. �-.,..,� ...�......a. FT Kun c cc . a soa z�aanesN�, i �a�a ik nen w� �a ca�ixs I �.j -.�... ....,. . sn n�o nprum in roc a an i c«a i � f 1 � � ❑ ❑ ^ ._ _; ��.��'.S°id�Z�aU.'�: I/4"= I'-O" esoazzva��a a mi y P �a� e n.,im � _.. � � L��T S(D� �L��T I O1�1 �w �,�n voc � .._ ._ _.... _. ... .... _..i e wa z�n..oso�P �,�a�o,�.q a« oi P,i,a,a�cne� a�� sh II pe mpiiant�'ih product we5h d MIR�riis for ROC anC olher roMic � � � � �-� ° �° ' I SGALE I/4" = I'-O" r�s<..,i <,,.�.n..,:��a.x.�,.....��r.�� I ^^� �� Revieien�, � FLASHING PER nr exisrinb ixooF,rser�ove�rvoov sr+,nr.�RooF, � � SKYLT.MANUF'R-� irisr.u�r�w nsPHn�r sHn+e�es(oa r-�rs,t.n�e � NEW 2620'VELUX'SKYLIGHT(UNITS SHALL �� RooF),c�nss n,ovweR se�ecr,oi i-�r.rerx 3a+ � i BE TESTED AND LABELED IN GOMPLIANGE SPEGS. MANUFAGTURE�EGFIG�AT�IONSa/�r aToors oF � �\ i WITH AAMA/WDMA/GSA 101/1.52/A440J OR \\ . sNenrHir+s.+/rv.vinNr sNenn-nns tnP,vvwr � EQUAL,OWNER SELEGT,INSTALL PER `,, -'�3 s �Mewar�itisru�eD Fnce�wr�Ui��r+ooF i MANUFAGTURER SPEGIFIGATIONS.INSTALL �`. 2 � I � NEY/�x10 I PER MANUF'R SPEGS.(OR EQ)DUAL GLAZED � � Rio6E. �� N�DBL AT NEW FOOF,PROVIDE ASPHALT SHINbLES PRpVIDE 2x4 KIGK ". 2X�TYP� ��"�T�1'1LE ROOF),GLAS"A,OWNER BRAGES AT 48'O.G.w/ � (N)ASPHALT SHINGLE s�er,oi i-�.arerx so•(bR4DE D'J �x6 RIieLIN n/(3)-Ibd5 � � ROOFIN6 FE�T,INSTALL PER MAWJFAGTURER AT EAGH CqNNELTION,��- ROOF�MATGH E.J SPEGIFIGATIONS,o/PLTYIOOD ROOF TYPIGAL. / PROVIDE 2x4 KIGK SNEATHINb w/RADIANT SMEATHINb(RADIANT BftAGES AT 4D"O.G.M/ �� 2x4 SNDS AT -��x6 R112LIN w/(3)-Ibtl'S �o�-'a y�� MENBRANE INSTALLED FAGE DOVW,o/(FJ PROVIDE ��0��'� '�. � - ROOF FRAMIN6.TYPIGPL. \ LSU26 AT EAGH GONNEGTION. 0��c;� Q 0 ' I6"O.G.(TYPJ HANbER T�'P�c�. •a•°o i�o Qc„• �X RAFTERS ___---� NOTE: NEW]xb RAFTERS AT / �� RPFTEI2/GOLLAR TIE LAP Bi O��U B�U 0 m ��I AT 24"O.G. NO VENTS WITHIN 10' RI3 INSUL �4"O.G.Tl'PIGAL. PROVIDE�xb GOLLAR I � ��--�oN�cnoN,r,pic,a�. -d�`E i ,� r- �� OF ANY OPENABLE �� MIN.(TYP) i� ___ ` ries ar ae•o.c. __ _ � � � ;:�Q=o o Y�.;0 SKYLIGHTS °S --�- u 9 �a��a« � PROV.I/2��TFfK MATGH(E)� ____ ___ ' SD-I SD-I • `��"U�..D�' I GYP BD,TAPED � - �� "� U �a��`i4n ay . � d TEXT'D. I t/ �. � PROVIDE(5)-Ibd5/.T - �0 �V Y�:a0 F� ....... 5D-I / RAFTH2/GL6 JOIST LAP \.�'u'� 0 0 , . IN35ULGMIN. y -- ' ��—cowaecrioN,xricn�. �<•o.c.ro�+,aiN F �a;i��`c z (hl)2X GLG / rxen�waFrerx - leJ sxe wa�ris Ar ac�i �o.�o c a o y 61 METAL 6VTfER o/ M)�xb GEILIN6.kJI5T5 I --_ Z a ao�0`:C 6 a C `TMP� TAIL.MATGH EXISTNb. -- Ai Ib"O.G.(TYPIGAU '� � O � �sTs lrrP) _ i� �� e�: � �i �� i a�a��n�6Pp4� I, �� I PROVIDE�x SHEAii OLOGKIN6 r+/ PROVIDE GEILIN6 (tU3.5'x14"PSL�.OE '�, E��c D 6�« PR�VIDE]x6 Lm6ER w/ �OVIOE�x SHEAR ��V�� 0�U�+' I � P35 GLIP$PER SMF.P�RYIALL IN�ILAT�ON(R-3p MINJ Fw�FI GEILINb , 0 �� C�)-Ibd'S AT Ib'OG o/�x BLOGKINb r+/A35 GLIPS 0� a��;.o�� SGHEWLE(TYPIGAU.PROVIDE(3)-]m PER T-�4 REqUIREMENTS. BEAM(GBM-4) GpNillyJqJS BLOGKINb; F'ER SHEARYVIL SGNEDULE� y C }�E�� U�; � � � VENT HOLES w/I/4'Sp(MAX)INSEGT I PROVI�E U36 NANbER� (TYPIGAU.PROVIDE I �6��A� 'U� E dE�'� I ^ I ' TO REMAIN L � I'I SKYL I GHT D�T/�1I L �. / M[SM.VENT UNI75 TO EGNAL TO ��xb GEILIN6 J015T5 ��VIDE U36 � II . F 0 IQ U 0�U�i� I/ISOCh OF NEYY ATTIG SPP.LE. AT Ib'O.G.(TYPIGAL) HANbERS STRAP o/(El�x 5TLD5 � I S GA L E N T S �____. VARIES _ _� '� TO G6M-4 I I O.G,FfEIbHT TODMATGH � PROVIDE I/2"THK 6YPBOARD I n/GONT�NUOUS 4x, �� I �� AT GEILIN6 AND VIALLS.TAPEp � Ii TOP OF GBM-4 HEIbHT BLOGKINb EPGH 51DE I �' � AND`TEJ(Tll�D PER OVPIER <'� � ' INSTALL(t�]x4 YIOOD ST1D5 r+/MEI6HT � ,� �, BUILT-UP Y/ALL w/]n4 � I �� TO BE GONTINIW`TO MATGH H'PLATE � L '� WOOD 3N�5. ~�' HEI6HT AT LIVINb PREA.REGIUIRED NEW C F �p I �, -� 51UD HEI6HT TO BE FIEL�VERIFIED. L .^ � (9)-�x6 STAGKED AND �0 �=ry EXSITIN6 2<WOO�SNDS TO REMAIN, NAILED w/IbdS AT b" �� P�W I I L <'� 1dEV'�2x SNOS TO BE LAPPED o/(E7 2x d C v� m - .�; '..... Z WOOD SNDS w/IbdS AT H"O.L. U � 'K � � STA66ERED. � � �� ^ OG.STAFiGEREp �� EXISITNG LI�/ING NEW ENTRY ��j R�MODELLED ' �c �-�, - F m� ROOM w/ADDITION FOYER < KITGHEN � w U �� ` ` ' �w �covive 9ia•rraK r�a cvx II _ m� EXISITNG F c L a IV. NEY/T/B'THK EXTERIOR 5T1LCq ��Q�IDON PEF T-�4 PLYWOO�SUBFLOOR 6WED II '� �� 2-GAR � � � S i � (TOTAL OF 9 LAYERS)o/ ��IREMENTS/Rl3 MIN) AND NAILED w/IOC NAI�S AT b' �� a _ > I 2-LAYERS bR4DE D(MIly�- O.G,m6E5 AND 10"O.G.FIEL� (iyl DBL�xb FLOOR SD-I 50.1 �� GARAGE � � v � i �� BUILDIN6 PAPER,OR EpUAL,o/ �x4 WOO�SNDS AT (TYPIGAL U.O.N) ��, JOIST UNOEF PARALLEL � / � '� OYWER SELEGT STONE VENEER, I (INSTALL PER MANUFR SPEGS)o/ PLYW,pOD WALL SNEATNIN6. -�Ib"OG.(iYPIGAl) i MORTAR 6ROUi o/EXPPNEDEO INRS�LATION PERRT-�4 / ✓w'�L(YYPIGALJ ... / �~ Q .+� - x V C U RU 3xb LEDbER w/2-SDS ��G �'G " � I/4x3 AT�b"OG.o/(E)�x4 T� - METAL MESH o/�-LAYERS 6RADE � � � REGIUIREMENTS lR-19 MINJ � ,� / �N ^�D WOOD STUDS,PROVIDE C _ � � D'BUILDIN6 PAPER(OR EC3UAU ' I �� SD-I � SD-I '�� CANTIW1015 4x 6LOGKING � � p .^� o/3/8"THK PLYVi00D SHEAT}11N6 PROVIDE bA�b 61 MTL V�EP - SD-I 2xb FLOOR JOISTS - 3 ' n/Hd5 AT B"OG.ED6E5 AND I�" -- . SGREED/ST1GG0 STOP, / ` AT Ib"OG.(TYPIGAL) �j \ � j��\ ��. � �� V � �" �I O G.FIELD. � T'�PIGAL.WEEP SGREED- � � / � M)�xbx]4 IEDbER w/4-5D5 1/4x3 C,t - .-...�._ � _._.._._StlALL BE�A 71fJIM�1�-1RADE.� . �GONTIWJOUS 4�BLOTU�S,PROVIDE � � � . ' .-I ALTERNATE:IF LED6ER IS IN �, �' � 6R,4�E TO BOTTOM � E.N. - - �.. I (E)GOGNRETE � �"' ^ C / �..- 11_ _V1L.-- _. _ � �- aF FA1v51LL.(8' .i � . ... . . - �^''�H W -:I MINIFA/M)MIGAL.� . H4�+ ,3 � (ill 4xb FMI ?. __ �I ANGFIOK BOLT(9/B mu5 LON6) � � � �z6+�4 PIDF n/(4)'NILTI'WEDbE r� - _ MF.NN�E .�� .. FLOORB�AM HLPN6� I "Q� Q� FLOOR 61RDER Q ~ ^O . 3x4 PfDF SILL w/b.l. - � '� 5/H'm A.B.w/V/ASHERS � ,.I -_I 5%MIN.SLOPE PnAY �.. '.. . .. FRpM FOUNDATION. ./ . ` ' .�LY,.�D��RVINb I \ . � I I I 1' I �� TREATMENT.1T EXPOSFD -; � ' I� END OF 3x 5'iVDS. \ ,. ,�./ '. \ . . / � t-. /J /(E/PERIMETER � , � /� \ \ / /�' \\ FROEUNDrATION TO I \�_. , ._� � � �,\ \ � �y" �/ � , 6�� \� �I �I/ ,F_.__.- ' NEW GONGREIE SLAO AR��YPo�" ,� �UILDIi�1C� �R�MINC� S�GTIOi�I A-5 s�� i��° = �,-o„ I�, AT NEW FOOF,PROVIDE ASPHALT SHINGLES �'i. (OR METPL TILE ROOF),GLA55 A,OWNER Ai EXISTiNb ROOF,REMOVE(FJ WOOD SMAKE ROOF, 'I SELEGT,o/I-LAYER 30�(GRApE'D') INSTALL NEY1 ASPHALT SFIINbLES(OR METAL TILE I ROOFINb FELT,INSTALL PER MAWJFAGNRER ROOF),GLA55 A,OYWER SELEGT,o/I-LAYER 30� �. SPEGIFIGATIONS,o/RYYIOOD ROOF (6RADE'D')ROOFIN6 FELT,INSTALL PER I SHEAiHIN6 w/RADIANT SNEATNIN6(RADIANT MAWJFAGTURER SPEGIFIGATIONS,a/PLYWOOD ROOF '�, MEMBRANE INSTPLLED FAGE DOVW,o/(FJ SHEATHIN6 w/RPDIANT SNEATMINS(ftADIANT �,, ROOF FRAMIN6.TYPIGAL. MEMORANE INSTALLED FP4E OOVNU,a/(�J ROOF I ��ENEER D�TAIL �M�� MJ�.a ovnxi55eix5 New�xio exisnr+e�x ,., .' ..... ..._. RID6E BEAM ... . .. . ..... .... ... ... ...... ...... RIpGE TO REMAIN LET-INTORAFTERSMIN. �.. _..._..___ .__.._. _ .._.____ ..._..__-i .__... _... ._-__.. _.__. ___-__..._ .__... . _.. _._ 'i L SGALE NTS OF 7 BAYS rr/]-Ibd'e) PROVIpE bA26 61 MTL'L' - . FLASHINb r+/6"MIf�U LAP o/ bRADE'D'MEM0R4NE o/ �� PLYV/D SHEATHIN6;INSTALL ', MTL V1EEP SGREED/SNGCq I STOP. (3J-7x4 K POST f�2x RID6E TO REMAIN; �I (3)-2x4 K 05T n/INVERTED PROVIDE 2x6 KIGK BRAGE . - -- rv/INVER D PG44 AT BASE TO BEAM BELAW(GBM-4) PG44 AT ASE I l�U�x4 OUTRI66a25 EILIN6IBEAMx(G ME4,LUSH II LET-IN TO RAFTERS(MIN, DBL TOP PLATE o/4x POST i OF�0AY5 r+/�-Ibd'�) (NJ3.5'xll-T/8"FLUSH PSL PROVIDE U26 � GEILINb BEAM(GBM-2) j NA?ICERS TO RAFTERS � �', PROVIpE 3"VIIDE 4x�� '�. PERFORATED METAL� pFw� .' _ '. CANTIWJOU�VENT STRIP ' - ADER ---- - � NEY/"I/B"THK EXTERIOR SiVGGO ��'� M)4x12 DF�I � . ��aF 3_��a� FWSH BM(GBM-3) �'� INDIGATES b'-0"DIiAb STRUT � rr/U410 TO GBM-4��i w/G516 STR.4P,3'LAP o/(t� �� ]-LAYERS GRADE O(MII�U '� I I BUILDINb PAPER,OR ECiUAt.,o/ TOP PLT,3'LAP BELOVY L �� PLYWOOD WALL SHEATiINb. '� �. GBM-3;FILL ALL NAIL HOLES I I Q � (FJ]x6 GEILIN6 JOISTS . � .'�,. �+/U26 MANbERS TO I p�2pyioE I/�"THK 6YPBOARD I I µ '�I '�., GBM-4 AND GBM-I i, AT GEILIN6 AND WALLS,TAPED I� Z '. '�. I AND TEXTIRED PER OWNER � O < SELEGT FINISH. INDIGATES 4x6 P05T�/ W PROVIDE GEILIN6 I I �`��DE INVERTED PG44 � ' � � pBL TOP PLATE�/GBM-4, I ( W I� �g,. � INSULATION(R-30 MIN) I I n PER T-]4 REQUIREMENTS. L-1 I �' m�N�', �Q � INDIGATES 4x4 Q c y w. d p'� I I P�T�/DBL TOP ,( PROVI�E 2x3 � ? P�A?E u/GBM-� Y I'I STYROFOAM TRIM w/ - �rL.- V��. � � I . SKIP GOAT STVGGO U ' �,�� I � I MJ OWNER SELEGT STON2 VEN2ER� - .--'_ l��.. m��.. I I � W �. INSTP,LLPERM��W1F'RSPEGS.o � ..-� NEC ENTc�RY�� DINING 11 I I HALLWAY 6 \ � � . MORTAR 6RCNT _ I YER .PROVIDE 3/4"hIK T�b GDX �4��, I I , j ARER 5D-I i i W � m � � . - ''�.RYWLV�O SUBFLOOR,6lUED . PROV.bA26 61 MTL'L'FLASNIN6.v/ _- - - µD N.1�Lm w/IOd NAILS AT b' � I Q 11J Q '' 4"MIN.LAP o/PLYYIOOp�iVBFLOOR, �OG.ED6E5 AND 10"OG.FIELD I(TU 3 6 LED6ER n/]�SDS 1/4x3 AT �� (\ '�, Ib"MIN_VERTIGAL LAP a/RIM AND- � n'n'IGAL UO.NJ ��16 OG.o/(PJ]x RIM(TYP.U.O.N) 5D_� i II O � �� ', GONGIiETE.PROVIDE GONTINUWS �� 'DO NOT BLOGK EXISTIN6 VENT c d �., SILIGONE WP GAULK AT SEAMS _ --� �`�IOE FLOOR BE N CqNT,4GT WITI GO6NGRETEO W � � W I �� INSULATION PER T-24 I I I (J SUBFLOOR o/4x PROV.5'THK GONGRETE SLAB(r✓ �� E+NIRE�"tENTS(R-19 MIN.) 'I �I � I FLOOR FRAMIN6 TO �/ � � I/4'PEF FT SLOPE TO ORAII�n/3 " �I " BARS AT I�'O G.EA WAY AT MID EXISTINb SUBFLOOR o/ REMAIN IL �+!+1 i ' ��e �r DEPitl;PfiOVIDE 6'MIN.LAVER � - �- A TIb LOGR(TYPIGAU ��.� FLOOR FRAMIN6 TO 5D_� I II� O '�' , F a^�`1 {.� �t 1 1..S p � �,...m.e�r�,e�w�z� GRUSHED 6R4VEL o/EARTM.9TEP5 _-. � - I ��AIN(VERIFY IN FIEL�) / � � '� O . . 1��.�.1 ..�...c+rw.� � ) S "'�"�'� '-� �� NOT TO EXGEED�.5 IN NEIbHT. -- \ . 1 / ,�} / - - /'� e I . ��{ J a,1`' /,,1 ,/ �/ //� \ I �y k�, r•�E�.1}�f,�„�+,`",� .../�i.,_,�.�--•.^�^.^-,.^...o�....,...�..,�..�.r exisnrva�Rir+e�R � Foorinb uNoerx Q � / � � I ,h.,c t c .� , N Oy � 'I � � _..��. " �- J. PROVIDE F4 DOWELS w/ N- L � _''' /�-}�� 1'' � "\ � � y a ?� � 5'MIN.INTO IPERIMETER REMAINENERI�N F�IEL�) ' 1 D T IL I�/SD-I �f1 X � 1� . ` N TO ARWI�LL.SEE W - y( `L 1 t,l ' �Y•i!Y I"��•`/ � �� FQINDATION. V� l� .�} I .�l.t:a . �. . / � ' � ,�„� _x'1 � �A 4 -��.y � ( -�...,...-,�..,_,. \ i � IIJ V � ' ` �-..._� ,.. _.- _,...�.. i �� I I � U � V '� 1 I I � ' �oe r�o. t ��F � 3��'".,i / _ „ i i � ,.�� r� fi _, � , ,-n..s. , �. � � . . ....-.-... -,..._.�-T..ew,� � .�-. . . � '�� ` ��AI -I - SEE � IGAtES IH"xl3"DEEP NORDBY .�.�' 6 UN�ER GBM 4 p '-"� " �� DE L 5/SD rJ'/I2/2��5 - ../'�ce,.�_.•a; \ �/ .. FT Kun B �U I LD I NC� �R�M I NG S�GTI ON °` �;4 = ��_o�� !, °i-5 SGf+.LE I/2" = I'—O" �—� � vi6lpt� LEGEND GENERAL NOTES � -"-------------- DIRECTION OF TRU55 OR JOIST 1. CONTRACTOR TO VERIFY ALL CONDITIONS IN FIELD PRIOR TO CONSTRUCTION & � AREA WHERE TRUSS OR JOIST COVERS INFORM ENGINEER IMMEDIATELY IF DIFFERENT. � 2. SEE SHEET SN FOR STRUCTURAL FRAMING NOTES AND SHEARWALL SCHEDULE. � � TYPICAL SIMPSON HANGERS AS NOTED 3. TYPICAL HEADERS 4xi2 DF/�1 (UON) ON PLANS. 4. SEE DETAILS ON SD1 FOR HD INSTALLATION �WINDOWS, DOORS,AND CORNERS. L= MINIMUM LENGTH OF SHEARWALL 5. RAFTERS: 2x6 DF#2� 24"O.C. U.O.N. Q 6. RAFTER HANGERS: LSU26 SLOPED AND/OR SKEWED AS REOUIRED. � , ---O-- SHEARWALL LOCATIONS&TYPE PER �� REFERENCE ALL DIMENSIONS SHOWN ON STRUCTURAL PLANS WITH ARCHITECTURAL � - PLANS. DIMENSIONS PER ARCHITECTURAL DRAWINGS SUPERSEDE DIMENSIONS SHOWN SHEARWALL SCHEDULE(SEE SHT ON STRUCTURAL PLANS. �f]�'1 ;.�a��-ao�� ----- SiFY.4P5 AS NOTED ON PLAN 8� WOOD POSTS: DF#1 �o�a!aa�a9y �� 9. REFERENCE SHEET SD-1 FOR DETAILS AND SHEAR TRANSFER INFORMATION. -o�°o� y°��..� ��+ �fj �!':�1•��'`� '; HDU2 POST AND HARDWARE AS CALLED OUT �0. ROOF BEAMS: SAWN LUMBER DF 1 ��° •`oa ° �.�, 3 't' � . � 0•ot �aom � �"'',�„yi„�}�y;,.,Jl:�.;'t�iM1'_� ' T'�^T�,.��_,mym,� . ,. . 4X4 ON P�P,NS. 11. CONTINUE ALL POSTS TO FOUNDATION OR SOLID BLOCK AT FOUNDATION SILL, U.O.N. �o�2f� '� fr � 4x4 POST UNLESS OTHERWISE NOTED 12. SPLICE A�L DISCONI"INUOUS TOP PLATES WITH MSTA30 STRAP. REFERENCE DETAIL �o�aI�o o$o;� '.�� ` " �.� f /�� / r� / 3 SD-1 FOR TOP PLATE SPLICES. u b �a`�o�`o" � , � iF�� 4 ' �' � �� /,/Ir1 + '�� .-�J `/ '�TTTTTTTTT INTERIOR TRUSS BEARING WALLS OR BEAMS / . <<<��a..u�= ,� �., ��,��,��,�,; , � �`/�d,� 13. ROOF DIAPHRAGM 1/2"CDX PLYWOOD OR OSB "PRP-108"W/8d NAILS � 6"OC � �s a �� • ' �`• .F""' . . ""'""'°�'"��"""�»�� TYPI CAL W A L L E D G E, 1 2"O C F I E L D, C A S E 1 P L Y W O O D L A Y O U T. "U N B L O C K E D", U.O.N. _ �a�.°o�°a a� ' : ..... . ..-....-� - U �:Q p E< , ...._ ..�F.- • � 14. FLOOR JOISTS: 2z6 DF 2� 16"O.C. F � '�0 ? o 0 ��, y�„t )� y�� //J "� E.N. EDGE NAIL ROOF PLY FULL LENGTH # a•`a�r� z a�„ �!� �7.� �('7 � OF FRAMING MEMEBER 15. FLOOR JOIST HANGERS: U26 � �o�a.. o �,.p hA i',:.��u i,c �^%�� i�.r' �r�,�,,,y� ,.,.,�++-� 16. GIRDERS: 4z6 DF#1 aac�`0��m°�i � 0 ""°'� � `"`�� 17. ANCHOR BOLTS:A307 (GALV.) SHALL BE PLACED IN FOUNDATION FORM WORK Z �'o��a� E i�� .` � PRIOR TO FOUNDATION INSPECTION. ;`a<<"��%o�t �� "��4's�S.S °E��ooe2 "a�y .,,"`tli w�A�, t 6 � 18. FLOOR DIAPHRAGM: 3/4"CDX PLYWOOD OR OSB "PRP-108"W/tOd NAILS O 6"OC 4��o•i. ��F i�..� t as.�, 3 .., _ ......,�..ss..a.=. .. . . .��.,.�.,�,-.� u_o..�o�y a� .' ,,s .....,._...„,.._.- .- . EDGE, 10"OC FIELD. •°'r 'o�j`o; 'i� �„ ' 19. THE NEW FOUNDATION SYSTEM SHALL MATCH THE EXISTING TYPE OF FOUNDATION i°°�F�:�N i u I�•i�SP fY!A�'!U..,:.�� o��o Q� . .. SYSTEM. ENOUGH OF THE EXISTING FOUNDATION SHALL BE UNCOVERED BY THE �oiQootos.� PERMITTEE TO ALLOW 7HE FIELD INSPECTOR TO VERIFY COMPLIANCE AT THE TIME OF THE FOUNDATION INSPECTION. � 20. ALL BOLTS, NAILS, SCREWS, STAPLES AND ANY OTHER CONNECTORS FOR PRESSURE � � x TREATED WOOD AND WOOD EXPOSED TO WEATHER SHALL BE HOT-DIPPED ` ,�', ZINC-COATED GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER PER �, � SECTION 2304.9.5 OF THE CBC. DO NOT MIX TYPES OF CONNECTORS � � x v 21. NO SOIL INVESTIGATION HAS BEEN PERFORMED FOR THIS HOUSE SITE.THE DESIGN � u �x HAS BEEN BASED ON MINIMUM CALIFORNIA BUILDING CODE SOIL CRITERIA. THE ' , T x FOUNDATION IS DESIGNED TO BE CONSTRUCTED ON A RELATNELY FLAT SITE WITH NO � KNOWN EXISTING SOIL PROBLEMS. ANY UNUSUAL FOUNDATION CONDITIONS MUST BE u ��'„aj�' c REPORTED TO THE ENGINEER OF RECORD PRIOR TO BEGINNING CONSTRUCTION.THIS W � � � INCLUDES THE FOLLOWING CONDITIONS: - LOOSE OR NON-COMPRESSNE SOILS. - � � L EXPANSNE SOILS, I.E.VERY CLAYEY OR STICKY SOIL OR SOIL WITH SHRINKAGE A on c c oc ` CRACKS WHEN DRY. - SLOPES EXCEEDING 3:1 (H TO V) WITHIN 15' OF '�,_ �x > FOUNDATION. - SATURATED SOILS CONDITIONS. N � �U v 3 22. PROVIDE DOUBLE JOISTS UNDER WALLS PARALLEL TO FLOOR FRAMING AND �� '�-'- � BLOCKING UNDER WALLS PERPENDICULAR TO FLOOR FRAMING, UNLESS OTHERWISE W 'o � "�'� NOTEo. � =3�'�� =o 23. UNLESS NOTED OTHERWISE ON THE PLANS, THE FOLLOWING MINIMUM CONNECTIONS, � �� a �� WITH REGARDS TO PROPER FIT AND SIZE, SHALL APPLY TO STRUCTURAL MEMBERS: � = n POST TO BEAM: SIMPSON PC OR EPC POST CAPS [�] •- � ^ POST TO SILL PLATE: (2) SIMPSON A34 CUPS ^ �- c POST TO FOUNDATION: SIMPSON PB POST BASES r� t° � BEAM TO BEAM: SIMPSON HU HANGERS � � c JOIST TO BEAM: SIMPSON U HANGERS � '�� 24. PROVIDE SIMPSON H2.5 CLIPS AT 48"OC FROM TRUSS OR RAhfER TO TOP PLATE. � �-----� � � � ��. -�-- -��---�-�-� � 25. PER CBC CHAPTER 1 7 SPECIAL INSPECTION BY THE ENGINEER OF RECORD OR APPROVED , ... .------ . ._ .. . _' _ ___._.- ---- OUTSIDE TESTING AGENCY IS REOU�RED FOR THE FOLIOWING ITEMS: .- --��-_--�_---� �� -'�� a. EPDXY THREADED ROD AT HOLDOWN LOCATIONS AT(E) FOUNDATION. � �� AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUI�DING OFFICIAL A WRITTEN STATEMENT THAT TNE SITE VISITS HAVE BEEN �� MADE AND IDENTIFY ANT REPORTED DEFICIENCIES THAT, TO THE BEST OF THE STRUCTURAL , �� ----- --� �---- - - - . _ OBSERVER'S KNOWLEDGE, HAVE BEEN RESOLVED. ' , �� (FJ 3xb RA RS AT. �. .. . � �4"OG.T REMAIN �'� �.(�2xb G J5T5 AT a< <� ' �� Ib"O G. O REMAIN 'a I �F '� , ', � �� °� - I I I I Q�Of ESSIONq � � � �� ry° , �I}I - -I I - - F G �� __ ��° 'oNN o�'F`F __ --- -- - --- _ ___ __ __ -- - J� --- ---- � _ ��`v �o � r�f-� r�f� r-� r-z - � ��'9�30�15y (E1�xb RA RS AT � , I � LI I � LI � � � I � � � Z �.. �4"O.G.T REMAIN . �� L LI J L L�J L-J L-J :- (E)2x6 G b JSTS AT p _ . I� I I *�,C051267� 16"O.G. 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I II '_ . ._._._. ____. � _.::_ ' _=1 :� _ _ _ -_ SD-I SD-1 � � - U L � � � � -- `--- - - --- _ _ -- _ � i i = -_ - Ru,.�� T - -- --<.<�r - - I I HDR 'Q I1 PROV.(I)�5 DOWEL AT TOP AND OF�I - I � � BOTTOM;PROV.5"MIN.EMBED'T INTO NORDBY 4' re0� � w/NGU2 � ��GpryG.AIR GLEAN FIOLE AND FILL ,y �� 4 4 Q �� AP INTO(t�U GOPlGRETE,T1'P�GAL U.O.N. � M� .. _,(/'� l'�� .P ^ SD-I SD-1 SD-I SD-I SD-I 5/I�/�OIS � �e Q�f �{ � 4 L� LI- ('�l1BF�I��R bWm AND NAILED�+/OdD NAILS AT b"OG.ED6E5 AND 10'OG. FT KUY1 �._b�� ,_6,� �,_6�� 2�_6.. FIELD(TYPIGAL UO.NJ B � 2 B we, �I/4��_ ��_Q�� A-5 5�-i So-i A-5 �00� �R�M I 1�� i�L�N �OUND�T(ON PL�N �_ � SGALE I/4" = I'-O" SGALE I/4" = I'-O" DETAIL NOTATIONS REVISIONs SPECIFIED REINFORCEMENT� �Z6 ^ y� 2x6 FLOOR JOIST O 16'O.C.PER PLAN �' ) 3/a�ikG PLY./ee (MIN.)ofio�� Q Ol ROOF MATERIAL 48 BAR 0 48 BPR 0 `J - �- 20 3' �p �e Q \� O2 ROOF SHEATHING AS SPECIFIED BY GENERAL _ 22 � CONSTRUCTION NOTES � � S9 19 4x6 GIRDER PC kSIBNN LJ�� \1 3O ROOF EDGE NAIL PER SCHEDULE PER PLAN . -FOUNDATION—� � _ / 4O 2X RAFTER OR BLOCKING OR MANUFACTURED TRUSSES _ a<a aasT(P.r.� % REVISION INFO 38 � SO 2X BLOCKING 7 �2��5'e" H2.5� 24"OC �� CORNER OPTION t CORNER OPT�ON 2 TP TO TOP CHORD �Y.1 O6 2X CEILING JOIST OR BLOCKING lJ I�48 BAR 6 I� ' � . , m. �� O 2X FLOOR JOISTS OR 2X (OR LVL)BLOCKING FOR "I" /� r--SPECIFIED REINFORCEMENT �� / / -� � JOIST �J 3� pg � 20 �) O EXISTING 2X CEILING JOISTS OR BLOCKING Edc AS oE AE S / .srxocru�w. 18- Z6 O9 DOUBLE 2X TOP PLATE '�,`�"��,`�' �FOUNDATION REBAR SPLICE DETAILS � FOUNDATION SHEAR DETAIL � INTERIOR ISOLATION FOOTING � INT/EXTERIOR SHEAR @ ROOF �0 2X SILL PLATE 16 SCALE: NO SCALE 11 SCALE: 1-1/2" = 1'-0" V SCALE: NO SCALE 1 SCALE: 1-i/2" =1'-0" 11 2X PRESSURE TREATED SILL PLATE SHEPR W/�LL PER P(AN n 12 2X DOOR OR WINDOW TRIMMER 2x4 FLAT OUTRIGGER `�-� �48"OC TO FASCIA 1 � � 13 2X TRIMMER 16 EXTERIOR WALLS ONLY� �Z� �SDS i/4X 2 1/2 �� 16d's 14 DOUBLE 2X PLATE OR WINDOW LEDGE �eo�uur scxeer s+'s.zos 7eo oR�z�eixsT �y SILL NNL p6 /� 3� pb 15 4X BLOCKING P��N.CA 9{5!E T61.'OZSj�d-W2O (E)SUB ROOR L�(��-� 38 11 � E.N. �� r\ I� � �I NOTCH RAFTER �I 16 4X4 POST(MIN) � �/ m 20 � � � 22 I c „ , . , 79� �\ I ' � 17 SEE FRAMING PLAN FOR BEAM SIZE Q' _ •' - �A35 PER W � � I SHEAR WALL / C �(E)doisr �_ 3a�_ 1$ PLYWOOD FLOOR SHEATHING -SEE GENERAL � 33 � �-pg i 20 ;h\ �� CONSTRUCTION NOTES FOR SPECIFICATIONS � 28------- � . ,... .._ �4 VERT.Q 18'OC \ z \\ O I � � �g PLYWOOD FLOORING EDGE NAILING(S7AGGER WITH ITEM � � ae.aEa sH�na wal � 31 #21 WHEN APPLICABLE) m 2x BLK�48"OC- ' QROFESSIp f (i)ps roP e eonou 26----___ �� TO ADJACENT RAfTER AT �p �! �� EXTERIOR WA�IS ONLY 20 EDGE NAILING PER SHEARWALL SCHEDULE � �OHN p�,�, F� -' FOUNDATION SHEAR DETAIL ��s/3o/,s� �, • HOLDOWN @ CORNER 7 INT/EXTERIOR SHEAR @ ROOF 2� s��P�arE Nn�uNc PER SHEARWALL SCHEDULE � �co5�2s�� — ,,—o., 12 SCAI.E: 1-1/2" - 2 SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 7'-0" 22 SIMPSON A35 CLIP PER SHEARWALI SCHEDULE OR AT t2' 48"O.C. MIN. *TTF OF CA�\F��* iINTERIOR FOUNDATION DETAIL 16 MSTA 30 DOUBLE TOP 23 SIMPSON LTP4 CLIPS SPACED PER ITEM �22 (A35 CUPS) � - �2 PIATE a SCALE: NO SCALE � 16 �4 SIMPSON STRAP SEE FRAMING PLAN-NAIL ALL HOLES TO o --SDS 1/4X 2 1/2 WITHIN 3"FROM END OF SUD N � (�1 ° 3t FILL ALL NAIL— 25 NAIL ALL HOLES IN STRAP TO WITHIN 3"FROM END OF 31 " �� o HOLES �-2X STUD STUD it `� . 1i J � 20 ?g SHEARWALL TYPE- LOCATION SHOWN ON STRUCTURAL J - FLOOR PLANS. J 4'-1"LAP(MIN) � � � � �7 CLEAR SPAN = 18", FOR CS16 STRAP LENGTH =48" J � J � 16-10d �__ � 16-lOd , 33 �' pg 33 �j 3"O.C.I� 16-10d�3"O.C. �,�� Zg CONCRETE FOOTiNG Q � Q " 31 i 32 ��+ � � � a � �� 29 29 EXISTING CONCRETE FOOTING �J,J w LLJ 3a DOUBLE TOP! 30 ANCHOR BOLTS SPACED FOR SHEARWALL SCHEDULE FOR � _ � PLATE EXISTING FOUNDATION USE�"0 SiMPSON STRONG-BOLT � (/') (� HOLDOWN @ DOOR/OPENING SPECIAL HOLDOWN CONDITION SPLICE DETAIL OPTION WEDGE ANCHOR. ICC ESR-1771 EMBED. = 6-1/2" (y� 0 � J SCA�E: 1-1/2" = 1'-0" � SCALE: 1-1/2"=1'-0" � SCALE: NO SCALE � 31 SIMPSON HOLDOWN SEE PLAN FOR iYPE N � � 3 32 THREAD ROD (A36)AS NOTED ON FDN PLAN W/SIMP. z Q z 4 0 �fi SET-XP EPDXY OR STAB ANCHOR SEE TABLE ON SHEEf Q � � SN. (SEf EPDXY: ICC ESR-2508) � z Z 21 � 19 �p 3/a'cox P�v � �- a a 20 18 33 10 INCH MINIMUM EMBEDMENT FOR�"ROD 16 15 INCH MINIMUM EMBEDMENT FOR d"ROD ~ � a� 13 26 34 1-3/4"INCH MINIMUM EDGE DISTANCE L 15 2z6 P.T.D.F.SIL{{ (n -SOS 1/4X 2 1/2 pp 37 2*8�°°R = 35 SIMPSON SSTB ANCHOR FOR HD'S(SEE TABLE BELOW) 31 � doisr o i s'� a ? o.c. 36 MIN EMBEDMENT AS PER SIMP.SPECIFICATIONS 36 �� 37 COUPLER �e• /a veer.a ia'oc w • �\ 35 � 38 3"X3"X�"SQUARE WASHER AND CUT WASHER.THE PLATE U � � Zg � m WASHER SHALL EXTEND 70 WITHIN}"OF THE EDGE OF z � Q 3 3 T H E B O T T O M O N T H E S I D E(S)W I T H S H E A T H I N G. ' 34 29 �Q /5 TOP.NID&BOTfOM w � (, 31 —� �z'• 39 SIMPSON RBC CLIP PER SHEARWALL SCHEDULE AT 36" � w ^ FOUNDATION HOLDOWN DETAIL STE O.C. MIN. m O � HOLDOWN @ WINDOW n � EXTERIOR FOUNDATION DETAIL w � Z 14 SCALE: 1-1/2" = 1'-0" 7 SCALE: 1-1/2"=1'-0" � SCALE: NO SCALE � W �-- MAX. HOLE SIZE FOR 2x4 TOP DBLTOP PurE m � W PLATE OR SILL= 1 1/2"m w � �MAX. HOLE SIZE FOR 2x6 TOP ��ER 2%TRIMMER � (� \ PLATE OR SILL= 2 Yz"0 X SHEAR WALL PANEL O �/1 U Q PER FRAMING PLAN '� L 3 MAX. NO NOTCHES � z.e rZooR�oisr O i6"O.C.PER auH z � �� DS STULI � 2DJ MIN. � �s' s•E�� =t ]1 fnrt 3/4'ThG PLY r/Bd (41N.)O�0'FlELD m Q �I�x�x i D.1 3 MAX �1 �n w �usrta) C�16 STRAP(U.O.N.) .. \Q\Q p�p� N� � 3 s X BKL G. � :� � :'4 ��H � zJa WINDOW Z .� � r..,} i�"' �i ..:, :.:�.�...-.d„'""'_"" ' 2 x U] - V�i< ' ;3 OPENING -._ -_- U � , _... - .,�. .. »i .e.,...«.aorr:...m+m�ya,x..n Q� p' w SIMPSON yy ,�,,,,�.,z,,.�...„ ,.. ��. - �� O m 4x4(MIN�CONT.POST E.N. P�g AgA44 � .. . � 4x6 BLK . -_'-"' ��.;- , r 3DJ NO HOLES z ate. "i: .'. �� F�Fy. t1 •/ —._ . iv� PER�FRP.MI GPPUEN �q D 4/23/15 --- --- ---- ,r�k .yG MAX. ' SHEAR WALL PANEL 4.4 POSi(P.T.) SC�IC: �F�y; t r,t�m•��.,bi`,IS ,., �. ,.,.,.,v�...,.,-rs.'--.-'°`+_.,:,..�...�...a,.vz .. ,�� ' ��' � N L 3 MIN. DJ MIN. zx SILL PIATE ' PER FRAAIING PL4N ._..._... _._....._ _ . _''_''_ \ � , � DS/4 MAX(BEARING sueF�ooR TED (s)/s's ex .;1 3 ,i �;��` (� N WALL) L . Drawn: - ---- • ,t,,,�'. ��. �`.�..' / �..•. _ � -.-�--�rm"""`"""'"""�' � = DS/3 MAX(NON- 1.�=CLEAR SPAN OF JOIST,BEAM. RAS n.� y .,-,.,.+-...:.� E s '`` � ' _�'' � BEARING WALL 2.HOLES&NOTCHES NOT PERMITTED IN BEAMS Rin+�oisr oR � 3X SILL FLOOR JOIST ° ��-�"'�� WHICH ARE LESS THAN 6"DEEP. m Job: _t�� .t.�i; � � ��r��_�,�,�,�,,,�_,,,,,,,, o o;? 3.NO NOTCHES IN GLU-LAMS WITHOUT PRIOR •� �� 15-044 . s:� _,.,__ ..,_. _ z �i� - APPROVAL FROM ENGINEER. ssre Ho�000wN w/coua�ER � � ,ar,c�l� i `:;�,' � ' - 4.HOLES IN MANUFACTURED JOISTS SHALL AND THREAOED ROD � n 3/4"MIN � 3/4'�MIN BE PER MANUFACTURERS RECOMMENDATIONS. �+cHOR ga�rs PE � CAD F�le: '� SHEAR WqLL SCHE ULE — �5-�44-5��.�W� DS 3 MAX. BEARING WALL NO NOTCHING PERMITTED. 24 FOUNDATION Sheet: DS/2 MAX. NON-BEARING WALL) INTERIOR ISOLATION FOOTING S D� 15 HOLE AND NOTCHING DETAIL 10 SHEARWALL&STRAPPING AT WINDOW OPENING `� SCALE: NO SCALE SCALE: NO SCALE SCALE: NO SCALE REVISIONS STRUCTURAL NOTES -� CONNECTION FASTENING°"" LOCATION CONNECTION FASTENING"" GR GENERAL 1. JOIST TO SiLL OR GiRDER 3-8d COMMON(2-1/2"x0.�31") 31.WOOD STRUCTURAL PANELS AND PARTICLE BOARD° 1/2"AND LESS 6d" 1. GENERAL:THE INTENT OF THESE DRAWINGS IS TO SHOW ALL ITEMS NECESSARY TO COMPLETE THE STRUCTURE. GR-1) WORK SHOWN IS NEW UNLESS NOTED AS - - 3-3"x 0.131"NAILS TOENAIL SUBFLOOR,ROOF,AND WALL SHEATHING(TO 2-3/8"x0.713"NAIL" TYPICAL DETAILS AND NOTES WITHIN THESE CALCULATIONS SHALL APPLY TO SIMILAf2 CONDITIONS,UNLESS li 3-3"14 GAGE STAPLES FRAMING) 7-3/4" 16 GAGE° SPECIFICALLY NOTED OTHERWISE.ALL WORK AND CONSTRUCTION SHALL COMPLY WITH ALL APPUCABLE EXISTING:(E). � 7-3/4" 16 GaGE° BUILDING CODES,REGULATIONS,AND SAFEfY RE�UIREMENTS OF THE 2013 CBC SHALL GOVERN. GR-2) DRAWINGS REPRESENT COMPLEfE NEW WORK. _ ; 2. BRIDGING TO JOIST 2-ed COMMON(2-�/2"x0.73t") 2. JOB SAFETY:THE ENGINEER IS NOT RESPONSIBLE FOR THE FABRICATION,ERECTION AND/OR JOB SAFEfY. CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND : " METHODS OF CONSTRUCTION INCLUDING BUT NOT REVISION INFO i - 2-3"x 0.131"NAILS TOENAIL EACH END 19/32"TO 3/4" Sd°OR 6d` THE CONTRACTOR SHALI COMPLY WITH ALL SAFEfY REGULATIONS.THE CONTRACTOR SHALL BE SOLELY I 2-3"14 GAGE STAPLES 2-3/8"z0.113"NniL° RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL SHORING,BRACING,FORMWORK,EfC.AS REQUIRED LIMITED TO SHORING AND TEMPORARY BRACING.THE FOR THE PROTECTION OF LIFE AND PROPERiY DURING THE CONSTRUCTION OF THE BUILDING. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES 2"16 GAGE° TO ENSURE SAFET(OF ALL PERSONS AND 3. �"x 6"SU6FLOOR OR LESS TO E4CH JOiST 2-8d COMMON(2-1/2"z0.t31") FACE NAIL 3. SITE OBSERVATIONS:THE CONTRACTOR SHALL GNE THE ENGINEER 48 HOURS MINIMUM NOTICE TO THE TIME STRUCTURES AT THE SITE. 7/8"TO 1" 8d` OF THE SITE OBSERVATION. GR-3) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT JOB T 4. WIDER THAN 1"x 6"SUBFLOOR TO EACH JOIST 3-8d COMMON(2-1/2"x0.131") FACE NAIL 1-1/8"TO 1-1/4" 10d°OR 8d° 4� SOILS REPORT:2013 CBC MINIMUM ALLOWABLES. J 5. CONCRETE: SITE BEFORE COMMENCING WORK AND SHALL REPORT 5. 2"SUBFLOOR TO JOIST OR GIRDER 2-i6d COMMON(3-1/2"x0.162") BLIND&FACE NAIL SINGLE FLOOR(COMBINATION SUBF�OOR- 3/4"AND LESS 6d' A.ALL CONCREfE SHAI.L BE REGULAR WEIGHT HARD ROCK,AND HAVE A MINIMUM 28 DAY COMPRESSIVE ANY DISCREPANCIES TO THE EOR. ENGINEERS STRENGTH OF 2500 psi..MAXIMUM SLUMP SHALL BE 4 INCHES.iYPE II CEMENT PER ASTM C150.SPECIAL GR-4) OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS UNDERLAYMENT TO FRAMING) 7/8"TO 1" Sd' OF THE DRAWWGS,NOTES.AND DETAILS SHALL BE &ASSOCIATES 6. SOLE PuaTE TO JOiST OR BLOCKING 16d(3-7/2"x0.i35')AT 16"O.C. INSPECTION IS REQUIRED ACCORDING TO CBC SECTION 1700 FOR CONCRETE COMPRESSIVE STRENGTH GREATER ,�� 1-1/8"TO 1-1/4" tOd°OR 8d' THAN 2500 si.MINIMUM COVER:CONCRETE CAST AGAINST EARTH:3"FORMED CONCREfE EXPOSED TO EARTH BROUGHT TO THE ATTENTION OF THE EOR AND ,��„�,, 3"x0.131"NAILS AT 8"O.C. ttPICAL FACE NAIL P RESOLVED BEFORE PROCEEDING WITH THE WORK. crvn 3"14 GAGE STAPLES AT 12"O.C. 32.PANEL SIDING(TO FRAMING) 1/2"OR LE55 6d' OR WEATHER:2"NOT EXPOSED TO EARTH OR WEATHER: 1}" GR-5) TYPICAL DETAILS APPLY TO APPLICABLE SITUATIONS B.STEE�REINFORCEMENT SHALL BE GRADE 60 DEFORMED REINFORCING BAR PER ASTM A675 OR A706. SOLE PLATE TO JOiST OR B�OCKING AT BRACED 3"-76d(3-1/2"x0.135')AT 16" 5/8" 8d' C.STAGGERED REINFORCING BAR CONTACT SPIICES SHALL LAP 48 DIAMETERS. UON.IN GENERAL,1YPICAL DEfAILS ARE NOT BRACED WnLL D.SUPPORT HORIZONTAL STEEL AT BOTTOM Of FOOTING ON MORTAR BLOCKS.MINIMUM 3 INCH CLEARANCE SPECIFICALLY REFERENCED. WALL PANE� 4-3"x0.731"NAILS AT 16" pANELS 33.FIBERBOARD SHEATHING° 1 2' N0. il GAGE ROOFING NAIL" GR-7) IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR 4-3"14 GAGE STAPLES PER 16" � FOR SURFACES POURED AGAINST EARTH. 6d COMMON NAI�(2"x0.i13") E.MINIMUM ANCHOR BOLT IS�"0 X 10"W/3"X 3"X#"THICK WASHER�4'O.C.WITH A MINIMUM OF TWO CALLED FOR ON THE DRAWINGS,THEIR CONSTRUCTION N0. 16 GAGE STAPLE' SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR 7. TOP PLATE TO STUD 2-16d COMMON(3-7/2"x0.t62") BOLTS,PER SILL PIECE,7-BOLT DIA MIN TO A MAX OF 12"AT EACH END.ANCHOR BOLTS LESS THAN 1�" CONDITIONS THAT ARE CALLED FOR OR SHOWN. 25/32" N0. 11 GAGE ROOFING NAIL" 3-3"x0.131"NniLS EnID NAI� FROM SILL EDGE SHALL BE REPLACED WITH AN EPDXY BOLT.SEE PLANS FOR SPECIAL ANCHOR BOLT 3-3"i4 GnGE STnPLES 8d COMMON Nqi�(2/�-2"x0.t3t") SCHEDULES.ALL ANCHOR BOLTS SHALL 8E A307 STEEL(GALV.)GRADE"A". N0. 16 GAGE STAPLE' EX EXISTING CONSTRUCTION F.AT SHEARWA�LS MINIMUM ANCHOR BOLT IS�"0 X 10"W/3"X 3"X}"THICK WASHER.SPACING IS �eo iuw srrs�r srs.zos s. s7uD r0 SO�E P�,47E 4-8d COMMON(2-i/2"x0.t3i") PER SHEARWALL SCHEDULE AND STARTING 6"IN FROM SHEARWALL END. i�(u'�"'u°Neie-uze5°° 4-3"x0.131"NAILS TOENAIL 34.INTERIOR PANELLING 1/4" 4d' G. HOLDOWN ANCHOR BOLTS INSTALLED IN EXISTING CONCRETE FOUNDATIONS SHALL BE ADHESNE Elf-1)WORK SHOWN NEW UNLESS NOTED A$EXISTING(E). rez(uzs�s�e-ceas 3-3"14 GAGE STAPLES 3/e" 6d` TYPE ANCHORS SUCH AS SIMPSON EPDXY OR APPROVED EQUAL INSTALLED IN STRICT CONFORMANCE WITH EX-2)EXISTING CONSTRUCTION SHOWN ON THESE DRANINGS WAS OBTAINED " MANUFACTURER'S SPECIFICATIONS. m 2-16d COMMON(2-1/2"x0.162") FOR SI: 1 INCH=25.4 mm. 6. CARPENTRY: FROIA THE DESIGNER.THE CONTRACTOR SHALL�/ERIFY ALL EXISTING JOB � 3-3"x0.131"NAILS END NAIL a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. CONDI110NS,RENEW ALL DRANINGS AN�VERIFY DIMENSIONS PRIOR TO � A.ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH(MOISTURE CONTENT LESS THEN 199 AT TIME OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE EOR OF ALL Q' 3-3"14 GAGE STAPLES 6. NAILS SPACE AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT INSTALLATION)AS FOLLOWS,UNLESS OTHERWISE NOTED: DISCREPANCIES AND EXCEPTION$BEFORE PROCEEDING MATH THE WOftK. w SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE FOR NAIUNG OF WOOD STRUCTURAL PANEL AND PARTICLE 1.STUD:2x4 STUDS-CONSTRUCTION,2z6 STUDS-NO.2 9. DOUBLE STUDS 16d(3-1/2"x0.135")AT 24"O.C. BOARD DIAPHRAGMS AND SHEAR WAL�S,REFER TO SECTION 2305.NAILS FOR WALL SHEATHING ARE PERMITTED TO 2,RAFTERS AND JOIST-No.2 3-3"x 0.137"NAILS AT 8"O.C. FACE NAII BE COMMON,BOX,OR CASING. 3.PLATES,BLOCKS AND MISCELLANEOUS-No.3 CD DESIGN&4SIS 2-3"14 GAGE STAPlES AT 8"O.C. c. COMMON OR DEFORMED SHANK(6d -2"x0.it3';8d-2-1/2"z0.131"; 10d -3'x0.148"). 4.POSTS:4x CONCEALED-No.2,4x EXPOSED AND 6x-No. 1 d. COMMON(6d-2"x0.�t3";8d-2-�/2"x0.13i"; �Od -3"x0.�ae"). 5.ALl HEADERS ARE 4x12 Df#1 UNLESS OTHERWISE NOTED. co-t) SEISMIC DESIGN Dniq: 10.DOUBIE TOP PLP,TES 16d(301/2"x0.135")AT 16"O.C. e. DEFORMED SHANK(6d-2"x0.113";8d-2-7/2"x0.131"; tOd-3"x0.148"). 6.EXPOSED BEAMS-No. i APPEARANCE GRADE,FOHC. RISK CAT:II �QFE$S/Q 3"x0.731"NAIL AT 12"O.C. NPICAL FACE NAIL f. CORROSION-RESISTANT SIDING(6d- 1-7/8"x0.106";8d-2-3/8"x0.128") B. 7.ROOF PLYWOOD: 1�2"(32x16�STD.CDX OR OSB�PRP-108��WITH Sd COMMONS�6 INCHES I=1.0(STRUCTURAL IMPORTANCE FACTOR) QQ � 3"14 GAGE STAPLE AT 72'O.C. OR CASING(6d-2"x0.099";8d -2-1/2"x0.113")NAIL. ON CENTER EDGE AND 12 INCHES ON CENTER FIELD. "UNBLOCK",CASE 1 PLY LAYOUT Ss=2.222g e�� pHN p�, F S1 =0.789g h� �, F � . FASTEN R PA IN H �n g E S S CED 3 C ES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORiS, 2.FLOOR PLYWOOD:3/4 INCHES CDX PLYWOOD OR OSB"PRP-108'�W�IOd COMMON�6 SDS=1.462g `�9�30I15 v i-Zn 8-16d COMMON(3-1/2"x0.i62") WHEN USED AS STRUCTURAL SHEATHING.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON INCHES O.C.EDGE AND 70 INCHES O.C.FIELD SDi =0.789q '`a�''. Z C051267 n � 12-3"x0.i31"NAILS LAP SPLICE CENTER AT INTERMEDIATE SUPPORTS FOR NON-STRUCTURAL APPLICATIONS. 3.ALL SPLICE TOP PLATES AT THE ROOF SHALL BE STRAPPED WITH SIMPSON MSTA30 AND ALL R=6.5 �,� �"* 12-3"14 GAGE STAPLES h. CORROSION-RESISTANT ROOFMG NAILS WITH 7/16-INCH DIAMEfER HEAD AND 1-1/2-INCH LENGTH FOR 1/2-INCH SPLICES AT THE SECOND FLOOR TOP PLATE SHALL BE STRAPPED WITH SIMPSON MSTA30."BLOCKED" J'�l CIV1�- ��Q' SHEATHING AND t-3/4-INCH LENGTH FOR 25/32-INCH SHEATHING. UNLESS OTHERWISE NOTEO. 11.BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d COMMON(2-1/2"x0.131") STRUCTURAL DESIGN CRITERIA F OFCp��FO i. CORROSION-RESISTAN STAPLES WITH NOMINAL 7/16-INCH CROWN AND 1-i/8-INCH LENGTH FOR 1/2-�NCH C.SILL PLATES:2 X PRESSURE TREATED DOUGLAS FIR#2. TOP PLATE 3-3"x0.137"NAILS TOENAIL SHEATHING AND 1-1/2-INCH LENGTH FOR 25/32-INCH SHEATHING.PANEL SUPPORTS AT 16 INCHES(20 INCHES IF D. FASTENERS,HANGERS AND CONNECTIONS:SIMPSON STRONGTIE(AS NOTEO ON DRAWINGS�,USP PRODUCTS, ROOF LNE LOAD 20 PSF 3-3"14 GAGE STAPLES n STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL,UNLESS OTHERWISE MARKED). OR APPROVED EQUAL. ATTIC LNE LOAD 10 PSF � 12.RIM JOIST TO TOP PLATE Sd(2-1/2"x0.i31")AT 6"O.C. j. CASING(1-1/2"x0.080")OR FINISH(1-1/2"x0.072')NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT E.USE STRONGTIE MEfAL CONNECTORS BY SIMPSON COMPANY,OR APPROVED EQUAL,INSTALIED WITH ALL BALCONY LNE LOAD 60 PSF p 3"x0.i31"NAI�AT 6"O.C. TOENAIL iNTERMEDinTE SUPPORtS. FASTENERS PER PUBLISHED SCHEDULES. FLOOR LNE LOAD 40 PSF � 3"13 GAGE STAPLE AT 6"O.C. k. PANEI SUPPORTS AT 24 INCHES.CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT F.NAILING:AS NOTED ON DRAWINGS.IF NOT SHOWN ON DRAWINGS,NAILING OF FRAMING COMPONENTS WIND SPEED 110 MPH INTERMEDIATE SUPPORTS. SHALL CONFORM TO CBC TABLE 2304.9.1 AS A MINIMUM.ALL NAILS SHALL BE COMMON WIRE GAUGE.IF WIND EXPOSURE 8 I. FOR ROOF SHEATHWG APPLICATIONS.8d NAILS(2-1/2"z0.113")ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURA� POWER DRIVEN NAILS ARE TO BE USED,SUBMIT WIRE GAUGE,LENGTH AND HEAD DIAMETER fOR REVIEW,IF I LA D 13.TOP PLATES, LAPS,AND INTERSECTIONS 2-16d COMMON(3-1/2"x0.162") NOT EQUAL TO COMMON WIRE SPECS.FLOOR PLYWOOD TO BE NAILED WITH RING-SHANK NAILS. SEISMIC CATEGORY E �� 3-3"x0.131"NAI�S FACE NAIL PANELS. m.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/�6-INCH. G.GLULAMS(WHERE REQUIRED):GLULAMS SHALL BE INDUSTRIAL GRADE IF CONCEALED AND LA I U 121 3-3"14 GAGE STAPLES n. FOR ROOF SHEATHING APPUCATIONS,FASTENERS SPACED 4 INCHES ON CENTER AT EDGES,8 INCHES AT INTERMEDIATE ARCHITECTURAL GRADE IF EXPOSED,AND SHALL HAVE 1600��RADIUS CAMBER,UNLESS OTHERWISE NOTED. LONGITUDE COOR. -122.0478 � SUPPORTS. G�ULAMS THAT ARE CONTINUOUS OVER A SUPPORT SHALL HAVE TENSION LAMINATIONS ON TOP OF BEAM.MARK ia.CONnNuOUS HEADER,TWO PiECES l6d COMMON(3-i/2"x0.�62") 16"O.C.ALONG TOP AND ORIENTATION OF ALL GLULAMS 24F-V4 Fb=2400 psi Fc=450 psi Fv= 165 psi E= 1,800,000 w EDGE o. FASTENERS SPACE�4 INCHES ON CENTER AT EDGES,8 INCHES Ai INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES,6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. psi.H.ALL GLB'S ARE TO BE 24F-V4 GRADE,UNLESS OTHERWISE NOTED. � 15.CEILING JOISTS TO PIATE 3-8d COMMON(2-1/2"z0.131") p. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES,8 INCHES AT INTERMEDIATE SUPPORTS. I.PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING WALLS AND BLOCKING UNDER PERPENDICULAR BEARING O � . WALLS. 5-3"x0.131"NAILS TOENAII. 7 w 5-3"ta GAGE STAPLES J. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN; NOTED,OR Z L � APPROVED BY THE STRUCTURAL ENGINEER. 16.CONTINUOUS HEnDER TO STUD a-8d COMMON(2-1/2"x0.131") TOENAIL K.ALL INTERIOR SHEATHING SHALL BE 1/2"GYPBOARD W/Sd COOLER NAILS�7"O.C.TO ALL SUPPORTING J � � SHEAR WALL SCHEDULE MEMBERS(U.N.O.) Q Q � 17.CEIUNG J015T5,LAPS OVER PARTITIONS 7-16d COMMON(3-7/2"x0.162") L TJI,MICROLLAMS AND PARALLAMS(2.OE)SHALL BE MANUFAC7URED BY LEVEL TRUS JOIST.THE BLOCKING � w (SEE SECTiON 2308.�0.4.t,TABLE 2308.10.4.1) MiNiMUM,TABLE 2308.t0.a.1 FnCE NAIL SURFACE SILL PLATE TOP PLATE ALL SHEAR SHALL BE LVL MICROLLAMS AT SHEAR WALLS.CONTRACTOR SHAI.L INSTALL TJI's IN ACCORDANCE WITH MFG. Z 4-3"x0.131"NAILS NUMBER MATERIAL NAILING CONNECTION TO BLOCKING (PLF) RECOMMENDATIONS. � _ 4-3"i4 GAGE STAPLES M.THE CONTRACTOR SHALL CONSTRUCT ALL WOOD FRAMING PER CHAPTER 23 OF THE 2013 CBC UNLESS F- � (, 1 2"CDX P.W. RBC OR NOTED OTHERWISE ON THE DRAWINGS. 7 18.CEiLING J015T5 PARAL�EL RAF7ERS 3-16d COMMON(3-1/2"x0.162") � OR OSB"PRP-108" 8d�fi��z� 518"�AaB��3fi CO.C. A35 CLIP 2gp N.SAWN RAFTERS AND JOIST 2x10 AND LARGER SHALL BE BLOCKED AT 8'-0"OC PER CHAPTER 23 OF THE � L � (SEE SECTION 2308.10.4.1,TABLE 2308.10.4.1) TABLE 2308.10.4.1 FACE NAIL �20"O.C. 2013 CBC. � Q a-3"xo.t3t"NAiLs i/2'CDX P.W. RBC OR � a-3"14 GAGE STaPLES � OR OSB"PRP-108° 8d�4"/12" (')�6d�6'O.C. 380 ui � A35 CLIP � 5�8"A.B.�24"O.C. ��4"O.C. 19.RAFTER TO PLATE 3-8d COMMON(2-i/2"x0.131") (SEE SECiION 2308.10.1,TABLE 2308.10.1) 3-3"x0.131"NAILS TOENAIL 1�2"COX P.W. a� 3-3"14 GAGE STAP�ES 06 OR OSB"PRP-108" 8d�3"/12" (1)16d�5"O.C. RBC OR qgp � 3x STUDS� 5/8"A.B.�20"O.C. �+35 CLIP � 20.1"DIAGONAL.BRACE TO EACH STUD AND PLATE 2-8d COMMON(2-1/2"x0.137") P.W,EDGE$ �10�O.C. 2-3"x0.i31"NAiLS FACE NAI� 3-3"14 GAGE STAPLES 1/2"CDX P.W. gd�2°��2• (1)SOS 1/4x5�8"O.C. RBC OR 2X, 3X, 2-2xSILL PLATE O OR OSB PRP-108" STAGGER� 5/8'A.B.�15"O.C. A35 CLIP 640 3x s�uos� MODEL MODEL MONO TWO 21.1"z8"SHEATHING TO EACH BEARING 3-8d COMMON(2-1/2"x0.737") FACE NAIL P.W.EDGES EDGES 3 x SILL PLATE REQ'D. �8�O�C� NO. NO. POUR POUR 22.WIDER THAN 7"x8"SHEATHING TO EACH BEARING 3-8d COMMON(2-1/2"x0.131") FACE NAIL 1 2$TRUC.I w / (1)SDS 1/4x5�8"O.C. HDU2 HTT4 SSTB16 SSTB20 �C 0 PLYWOOD lOd�3"/12' RBC OR 665 U 23.BUILT-UP CORNER STUDS l6d COMMON(3-1/2"x0.i62") 24"O.C. 5�8�A.B.�15"O.C. � 3x STUDS� A35 CLIP HDU4 HTT5 SSTB24 SST824 z 3"x0.131"NAILS t5"o.C. P.W.EDGES NOTE(7&8) 3 x SILL PLATE REQ'D. �8"O.C. NOTE(7k8) HDU5 H1T5KT PAB5 PABS W � U 3"14 GAGE STAPLES ie"o.c. (SEE NOTE 8) HDU8 HDQ8 SSTB28 SSTB34 Q W � 24.BUILT-UP GIRDER AND BEAMS 20d COMMON(4"x0.192")32"O.C. FACE NAIL AT TOP 1�2$TRUC.I (1�SDS 1�4x5�6"O.C. RBC OR HDU11 HHDQ11 PAB8 PAB8 m O 3"x0.t31"NAIL AT 24"O.C. BOTTOM STAGGERED 9 FLYWOOD lOd�2��12� 5�8�A.B.�10"O.C. � 3"14 GAGE STAPLE AT 24"O.C. ON OPPOSITE SIDES � 3X stuos� 3 X SILL PLAiE REQ'D. �5 CL1P 8�o HDU14 HHDQ14 PAB8 PAB8 W � z P.W.EDGES NOTE(7&8) �6��'�' NOTE(7&8) (sEE No�e) t USE TABLE FOR HD ANCHOR � w � 2-16d COMMON(z-i/2'xo.iez') RBC OR ) U.O.N. ON FOUNDATION PLAN � � 3-3"x0.131"NAILS FACE NAIL AT ENDS 3/8"CDX P.W. (1 16d�6�O.C. � 3-3"14 GAGE STAPLES &nr EnCH PL4TE �� OR OSB'PRP-108' 8d�4"/12" 5>8"A.B.�24"O.C. A35 CLIP 380 m � W �,a o.c. HARDY FRAME SCHEDULE p W 25.2"PLANKS 16d COMMON(3-i/2"x0.i62") AT EACH BEARING RBC OR � � 11 OR OSBC'PRP-W08' 8d�3"/12" 5>8"�AtlB��20"O.C. �5 CLIP 490 � � 26.COLLAR TIE TO RAFTER 3-tOd COMMON(3"x0.148") NOTE 8 �10"O.C. O ��..� U 4-3"x0.131"NAILS FACE NAIL H1 Z T 4-3"14 GAGE STAPLES v� SHEARWALL NOTES 27.JACK RAFTER TO HIP 3-lOd COMMON(3"x0.148") 1. ALL NAILS ARE TO BE COMMON NAILS(UNlESS OTHERWISE NOTED). H2 4-3"x0.131"NAILS TOENAIL c 4-3"14 GAGE STAPLES z. SEE SHEAR DEfPJLS FOR SIMPSON A35 CLJP LOCATIONS(A�8 WOOD SCREW IS EQUAL TO AN 8d � COMMON NAIL FOR CLIP ANCHORAGE - 2-16d COMMON(3-1/2"x0.162") 4� HAVEOR BOLTUM OF TTWO BOL SEPERDPIECEWTH70NETBOLT�LOCA ED WITHINONZY AOF EACH END H3 ` iT�� t A � 3-3"x0.137"NAILS FACE NAIL (f S •� �� a - p ..,.... .........,.. .�-,,.,s�..,.:�-.-.�-,.. .,,. �.._ .,_ _., ...,_ ...,_,_ - Date: 3-3"14 GAGE STAPLES OF E4CH PIECE.THE�"0 BOlTS SHOULD HAVE A MINIMUM OF 4�"CONCRETE EDGE DISTANCE. A �� . �� f/� ��/} ./-`� 4/23/15 t7' � / --------- PROPERLY SIZED NUT AND WASHER(3"x3"�")SHALL BE TIGHTENED ON EACH BOLT TO THE 2(•)X ( j y'r1 ( i E i�� S °�S 3;� "• ' ��•` Scale: 28.ROOF RAFfER TO 2-BY RIDGE BEAM 2-16d COMMON(3-1/2"x0.162") ;', ' ,� i F�"��a � AS NOTED P.T.SILL PLATE.(•)3x REQ'D IS NOTED.NOTE.TYPE 11 SHEARWALL ANCHOR BOLT CAPACITY WAS �. , ...,.,.,a..� .,..,,..._� �-��:� -.�-��-�-��-^^��^��-"�-•"^•""'"w 3-3"x0.131"NAILS TOENAIL REDUCED 509.FOR SPACING DESIGN AT Ex�sT�N�WA��S. STRONG WALL SCHEDULE ��-� - 3-3"14 GAGE STAPLES 5. STAGGER NAILING AT TOP AND BOTTOM PLATES. (ICC ESR-1679� t,�.,,� ,,,,� ��..1.�.F g �7 �� Drawn. 6. USE PILOT HOLE FOR 76d SILL NAILS AT 2'O.C.OR LESS.STAGGER ALL 16d NAIIS IN SILL �'y�9�� .��'1 i �_:�,.��!,i .� Y� ' RAS 2-16d COMMON(3-1/2"x0.162") PLATE. S� � ; .r.. .r... ............ �.. .�..,..:._...-....�.......wn .,.,,-. b .__ . 3-3"x0.131"NAIIS FACE NAII 7. USE 3 z STUDS FOR EDGE NAILED MEMBER WITH Sd/lOd SPACING LESS TNAN 4'O.C. Jo: 3-3"14 GAGE STAPLES 8. ALL SHEAR WALL BLOCKING SHALL BE 3k'WIDE MATERIAL AT 1ST AND 2ND FLOOR FRAMING,WITH �c^�'s r� -��+ "', �S-O44 "9 s 4 7' � vt � LESS THAN 3"O.C.SILL PLATE NAILING.(STAGGER NAIUNG,HOT DIP GALV NAILS INTO P.T.SILL) �,��„'' 2.�>.. �� .,f � . ' CAD File. .,.,,.Y. ...x�,�.�:-s....T��»..�....�..:....,,r 29.JOIST TO BAND JOIST 3-i 6d COMMON(3"x0.162") 9. ALL SHEAR WALL TYPE 6 OR GREATER SHALL HAVE 3 X STUDS AT PLYWOOD ABUTIING PANEL S2 ..d �.:.-.�.r.. � --•. ._:•� �-"a'-'^' �S O44-SN.DWG 4-3"x0.13t"NAILS FACE NnIL EDGES AND NAILING SHALL BE STAGGERED. (��J�GJfi yr�l��-�� Sheet: � �� 4-3"14 GAGE STAPLES 10. SHEAF2WALL VALUES ARE BASED ON THE 2008 ANSI SPECIAL DESIGN PROVISIONS fOR WIND AND SEISMIC. 11. 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ENGINEEfUNGCHECKS SYSTEYlOAD F� k�rac muiiifanui.rcaiJa��-1 F-W��.+.�wWwr i��hi�ng t pr g.ui�,. .vus...Mia icc.vut pxches:ani wnS.v li�h�g kn ttsidrnnil piviing kH.'.mJ midrni��l�arpi ns knh I.ws Nan<�tAt t h i+per.ite+�+al!camCly uilh me ol tAe Nwn�er ot 5 1pn5 � � � CdL COQIflJG PEAK COIL IR6.PEAK Sl�n.oikAH�. [Ib�wicµ��i au: S � Cpy $�neipb Latent� Cid SerttlDle -Qu11 pl�� th§ISOiM�1`IA�or _ ��n u o�• �u inc.q,��knn�.rcywmn.mtt m¢i io��.§i�ri ii a l i��'.:i 3u.�.31 w.':md;i t i u s �.� Toul qoan loeda< i.o4o 1i a�� i.a.��`rea 3o.�v� r�ve eoulcnnal Nwldm� N t w rtuire dwdiing un t� &Lwr lightinp nnt�ey ilate.i M¢IN)pklvft ur 150.O�k�D Tobl !N� �.� litlfum V�rtbd Al � $I�O.iNItK.'. F I . 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T� y� pp ��Y�f��y 838 1!]� aJ I a k r�•muhit 'I�re�iJrn�.il F"hS-g wMrc��W��' cc� ,;r�cic Fu�IJ g ryual..�)peran�nr Ievs of ' ;ISU IXktl'_i. lhe Owr ue�,pcmww�mlr wWicd fiRh�mp iix tix' r.nrre�on vra,.n that Fu lJme sh.ill he h�gh�tFn..��lum�ai�rcc or Tom10u1pW{BNhfqfi C� mml[ai'�a an occ an[.rn..w. TOW Ton �Q TOTAL SYSTEY LOAD 2J t��i 73.651 Ir.a b��-n�e mhif i��l�miJtminl nwklin�..herc.the�oial inten�r comm� n in a c��le Dwiding<yust�moic ihzn 20 �, prnr.nt��f the Itax arn,n:s�enH�in.ielin!lighting in that hu�IJiny:.kdln� Air S t!m ri50.tki}I?il. � Dl�wi�hNcupvf�cahicrryu a �IIu4}141U.�I�J1 gIA06sW5�jI4�.mM CFYperSy�tem I �HVACEQUIPMENT4ELECTION -L�hung inwaiid-..-um.fois nl.t II snafl Rc mtmlicd h. up t: :�n tha�rcdu..c�Ae iightinq pn�er�n c�h t- � e�- 0 t8)iAFUE 6� a� l0.000 �z e.r kxs sn�rrni-TTv:c�x„ov„�+'��n,rs sl,wi nc..�.sn��n un,u,e m�i gh�iw�,u,.re�a oir m.m al�ee,�gn�J pairtv oi -�mow_.1_n^+�_ -i--- ----- -.- -- --� 1 V .. . N N tt Nrfbr cfin?on C� �-! 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Y ohR � s� tu1 ng hut m I- �ecl rrnli,J� .W�iLLaur�i reawrcc ami rmi muumoi equpmnu_$uil be k tui'�h.lu- M uMmwmm locatul in tla 1 � wM p.v[I JR bwWmg ihm po��vxs ffiu�e a v�la z . 6]'i ( 8@°F }' nne duYl Ae b.aud u luin n.ice T� ' � � SIIO.I�Mbt7H� [hcd urc.i `heMn. Ipl .utiheheghiJ'�T«M�.rrnN.MgFc��qNm 1'we�i�+-ervYunmltlie ♦ ,� . � t r_._.�. � h � " _ h wi pnryeda I tlu�naest p f ilfe-1 . m1 IM verti�al pLv�e. � ...-- � � � 51 t+I.l01bN� f� ��Prhe 1 Jn t¢weJ '�i �h.trv.nl JesiQn I aM1�ro ru+t,fcaJ Wat.xf n»I li�e Iw�i shdl Ge cleai} ^'{.� � � .a i.. COOUNG SVSTEN VSVCNRqilE71C5 Airatrmam T tures N Time of Cool Paak O � � Ih .lmarcn d.�vment shal I un1- � I� t r�mmrn aW met �cp pment mJ a pmhr��tiu mupng uf�xmdui� tn. thr'1 z t M p�I f�em. xn ui�h thc ek.xn at.rn�.11 r"yk f �i�reu��rc the puinl ol 5q'S�7.� 7@�62'F 55:5�°F :. §Itll.lolcl�. .� �� Iihcth �in � �anl)-npaMua.fwnt .fpl bugkumih lar<.memtAewaer.lKu(ng _ � " - - --.� l� [�D� ; � .__...c._ --- z 0� v 4iin.i�Hea- :�«w, iu�.,,aw,,.o�,uxw��,�>.�.�„rt,p�niem,.-„�x��rw��m�aqmc�r.,�,�az�.Mti�,m9iio.iu�n�m��hSiio.ia�� an�.� -_ . . she�k bc on,.i.7ui m�hc �.ui�. - •��' '� . - ._. ..__.___--.-�. .e_- 58 i Sa°F . . illllllhell: ihe � I In I p el�hailhaaeam husMrm g f�(Xi� ps. Od`^ GaomgCa� . •._•...... ,._, • •^,•,,�, •,_ .. ..f,�......,� ,...>.,.w.t.�,�,�,,.i � thc �1 1: ' �.� -I.hnitha.�a.c.u.vlspa�n.ill '�d+� dl� ��f�Suuhk�n�kcv�vifbroYa(wa 188'4 �t�; f ,.�.1 : � ¢I I�)Ipr�2 f I �I k tre .Nimiaa Thc rscT�al tiP� �Mii 6c.D� td n th�.�qryni4^�k�al1.7W fnen Ilie i�n ka4cr kw'aion or R�.� � 1.' .� , �� j/ � �: man.ircui�Lxyuon.a�J�cnnenrnih mu4nt x�Fn�Fuavc 1ol�r 1 it�ui." � -._......_ .. � .�, ��.!4 f�� /"y- �5'F�_r �5:9I'F . �j ! _.. ..�..... ..-. .. _/�� .m.._.. �-.� k� � � �. j r,� '.� k ;;". .-...o,�.-,..< _ "-_ ��7 11 ?I,� ..1., � ��1.-�� . ; 2 ` /� En 6 5 D�En SmT U,qer Numbr 13f 5 RunCaM.10/1QSI0Tf1:U:00 �D�1150343 HW d .../" ".•�.. �� _ ,. ��.��1 t�E k�.. . .....-w..+�,....�..•..� w �� •s -. ...,,._., ..__...-.-T..., � �,��; �,.,�:. -- �_��._�.� �2�1-- �� G e n e ra 1 G ��Pj»g Practices � �o�.��of,�s�.�a�o �� Landscaping Earth Moving Dewatering H eavy In the SaMa Clara Valley,storm dr�...s flow � ".��le refueNng,and routine equipment� 9' � E u � m e n t C o n s tru cti o n maintenance.TAe dea'nated aroa shou�d be well . Storm Drain Pollution directly to our Iocal creeks,and on to San � G a rd e n i n g trom�andsca in and O e ra t i o n s avray frnm streams w stortn d2in Inleb.bermed if ■ _ Francisco Bay,with no treatrnent. � necessary.Makemajorrepairsottsite. � p 9 Activities � and Site Swimming Pool Maintenance . ❑ To pRv�M oft�ib tracking of dlrt,provide a n d P o 01 O p e r a t�o n Storm water poitution ts a serious problem for entrances wiM stab�ized aggregate surfaces.Or Many landataping actWitlas expoae soils and - wildlife dependent on our waterways and for ��ne u�e�u,�a wac eann�d abe„ Storm Drain Ponution Su ervision ��e�,�sha"a. , g �P � M a i n te n a n c e chemicals will run ofl into the atarm drains during From Dewatering Activities the le who live near Iluted streams or ❑Kesp maEsrtals out ot ttw nin-pravent runoff ��cb�o�Wne�a��g. Stortn Drain Pollution S to r m w a te r P o 11 u t i o n - ba lands. contaminafion at the source.Cover eacposed piles oi Swimming pool water containing chbrine and Contaminated grourtdwater is a common problem a� f ro m H e a v y E q u i p m e n t o n Y Storm Drain Pollution from ��°��nstruction materials with plastic sheeting w copper-based algaecides should never be from Earth-Moving Activities Uie Santa Clare Valley.Depending on soU types and Construction Activities ter"P°"ary r°°fs'Betore it rains,sweep and remove Landscaping/Garden Malntenance discharged M storm drains.These chemicals are site history,groundwater pumped trom�o�sw�� C o n s tru c tio n .S It8 S P�O r mana emerrt of construction sites m��surtacxs that drain to atorm drains, toxic to a uatic Gfe. sites may be contaminated with toxics(such as oil or � g ❑ Protactstoc Ilesandlandsca m materials Q Soil expvation ar�d r� bosen Poorly maintained vehicles and heavy Construction sites are common sources of stortn �ks.or channela. kP P 9 So 9 rg operatlons large soNents) or laden with sediments.Any ot these ('E�UC@S pOIIUtl011 S19f11fIG3fltIy. from wlnd and raln by atoring them under �pp�g p(gp��p�flpyy pr apyy j�p�� polluqnts can harm wildlHe in creeks or Me Bay,or equipment that leak fuel,Oil,antifreeze or waDerpollutio�.Materiaba�wastesthatblowor ❑KNPpo{IugM�a{e:posadsurfaces.PWcetrash W�psorsecuredplasticsheetlng. inteAerewithwastewatertreatment lan otherfluids on the construction site are wash into a stam drain, uCer,or street have a drains wt�en handl0d Qttprpperly,$ed�ntg jn rtxioff p t operation. 9 cans and tecycGng receptacfes around the site ro Poo!/Fountain/S a Maintenance nxio Thissheetsummarizesthe"BestMana etnent directimpactonbcalcreeksandthe8a. 0 Schedule radin andexcavationprojects p c� Cbg StWm drdins, smoHler commonsourcesofstormdrainpollution. g y muiinize I�ter. 9 9 ��e� � D�charying sedlment-laden water from a durin d weather. 9p p destro hebifafs in uceks�d the Ba Etiecbve dewatertn site Into an water of the sUte Prevent s ills and Ieaks b Isolatin pfdCtlC@S"(BMPs)for storm water pollution As a contractor,or sib su Dro1Mn oo/s or s as Y. g Y P y g pervlsor,ownor or 9 �Y y prevention. �+�■�f•=w,you may ba naponslbla(or ��e°�»o�'��rrou'nawateror�Y � Uae temporery check dams or dkches to poal,spa,o�fountain, ��P��n� `��aut treatment Is pron�bked. � equipment from runoff channels,and by W hen iYs time to drain a any smiroam�nbt damage tausW by your Y 9 divert runoff awa hom atorm dreins. p�ease be sure to call the Cupertino Sanitary ��18 8 8�te e/7d S�OW thB f1Ow with d1BGc d�n3 W watching for leaks and other m aintenance kavercsidueon problems.Remove construction equipment subcontractors or empbysea. me�$��ed surfaces.Use dry deanup Y District beforo you start for turther guidance on rOtlghened ground stu�. 1.Chaek fo�Toxlc Pollutants from the site as soon as possible. p�sib�e.It you must use water, ❑ protect storm drains with sandbags,gravet- flow rate restrictions,bacicfbw prevention,and use Just enough ro keep Me dust down. fllled ba s,straw wattles,or other sedimenf handl' a ecial cleanin waste such as acid ❑ C heck for odors,discoloratlon,or an olly Genera/PNnciples 9 � v 9 t D Corer a�maiMain dumpsbn.Place dumpsters ��^UO� wash).Discharge flows should be kept to�e bw sheen on groundwater. 0 Keep an ordarly site and ensure good under roofa or cover with tarps or plasdc sheeting levels typicalty possible through a garden hose. P�ctICBS DU/lAg COIlstrlJCtlOfl Sile P/anning an d Pf6Yen tive Vehltle ORDINANCE OF housekeeping pradices are uaed. secured atound the outside of the dumpster.Never � Ra-vegetatlon is an excellent fortn of erosion Higher flow rates may be prohibited by local O Ask your building inspector whether the MeIR tBff enC6 control for an site. ng vegetatiOn ON roundwater must be tested. ❑ WlMain I eM ro clean out a dumpster by hosing�down on Me y ordinance. R8mOV6 exi3L Y 'Mten 9 O D esi THE CITY OF CUPERTINO W�+Pm P Perh'. gnate one araa ot the construction site,well CO^$w��@� ❑ Store pesticides,fertif¢ers,and other ❑ Never disCAe e ool or s a weter to a e��y �ry� P� �� If contaminatlon ia suapected,have the away/rom stream s or atorm drein i�lets,for auto FOR NONPOINT SOURCE POLLUTION O Cover materiala when they are not in use. �p��a chemica�s�ndoors or in a sned or storaqe `9 P p V89��+s�oPes a water tested b a certifled�aborato and eyuipm ent arkin retue�in and routine Portabla toNsb a�ray hom stonn drains.Make street or storm dnin;discharge to a Y �Y D 9• 9• cabinet. where ConstrutUon is not immed' �WATERCOURSE PROTECTI�N: � Keepmaterialsawayhomstraeta,stwm sureportabletaletsareingoodwo�kingorder.Check sanitarysewercteanout. ��y�� vehicle and equipmentmaintenance.Contain ❑ Depending on the test resutts,you may be the area with 6erm s,sand bags,or other drains and dreinage channels. freq�entty tor leaks. ❑ Use pesticides sparingly,according to ❑ �f p�gs�,�,When emptying a pool or spa,let � �� dOwnslope drainage coursea, allowed to diseharge pumped groundwater to barriers. Chapter 9.18 ❑ Ensure dust contro!water dcesn't leave site or MatBiia/S/WaSt6 Hendl/n �nstructbns on the label.Rinse empty chbrine dissipate for a few days and then aheams,a�td stortn drains with Mrattles,pr the storm dnin(H no sediments present)or 9 containera,and use rinaewateras produd. santtary sewer.OR,you may be required to O Malntain all vehlclas and heavy equipment. discharge to stortn drains. recycle/reuse weter by dralning it gradually t�npM'dry dfainage swales.Use chet�c dams or 9.�8.� Discha into the storm drain fOflll�� Dispose of rinsed,empty containers in the collect and haul pumped groundwater oH-slte Inspect frequently for and repair leaka. ❑PncHce Source Raducdon-minimize waste when onto a landscaped area. ditCFles to diYert runoif eround e�[[Cavetipt�. � p Advanee P/aoning To Prevent Pollution ou oroer maMrials.Estanate care(ull Vash.Dispose of unused pesticides as for treatment and disposat at an appropriate It is uNawful to discha 2,Of C2USC,B��ONt,Of Y Y hazardous waste. ❑ Do not use co Refer t0 the Regional W2tet Quality CorNtol ❑ PeAorm major maintanance,repair)obs,and �J �(T111��0 pper-basedalgaacWea. gpeb�s ElosiOn anCl SeduIlBllt CoRhD!FICId �atrnentfacURy. vahicleandequipmentwashingofi-sita,where be diseha ed into an storm drain or natural outlet or �$��ule sxcavaUon and grading activit»a ❑Recycle axcess mateHats,whenewer poss�Ie,sucn Control algae wdh chbrine or other 2. Check for Ssdlment Levs/s cleanu � y for dry weather parlods,To red�xe soY erosion, as concrete,a hatt,scra metal,solvenb, � ��Cupertino,residents witA curbside recycling altematives,such as sodium bromide. Manual for p is easier. channel all waste,induding but not restrided to,sewage, plant Aem 'p ° pfO�`'`�1O"��"�°ortro1 Porary ve9etation or pl�e other erosbn degreasers,cleared vegetatlo�, r,rock,and can collect lawn,gaMe�and tree trimmings in industrial wastes,petroleum products,coal tar or any refuse �9 �� meBSures. ❑ H the water Is clear,the pumping time is less ❑ If you m ust drain and replace m otor oil,radiator contrds before rein ms.Use Me Erosbn and vehide mainte�ance materials such as used oil, Y�w�U toters.Yardwaste wiN be colbcted Fiiter Cleaning coolant,or other tluids on site,use dri Se�ment CartroJManual,avatlaWe from Ure anMreeze,batteries,and tires:www.redueewsate orc and composted by the city's contractors. than 24 hours,and the 8ow rate is less than 20 p pans or substance arising from the manufacture of gas from c�al or � ❑ Never clean a fiker in tha aVeetor near a � C�e� EtOGlcpilea and exCavated Soil With gallons per minute,after receivin the a roval drop eloths to eatch drips and spills.Collect Regqnal Water DuaFty Control BoaM,as a for info. Residents are encouraged to compast 9 pp all a en p �YfOIEUlTt,ChefTtICB�S,detergents,solvents,R21�tS, refererxe. yardwaste on-site tFiemselves.Or take atorm drain.Rinse cartridge and secured tarps or PIaSUc a��e�tin9- of the city Inspector,you may be albwed to P t fluids,stora in se arete containers,and contaminated or chlorinated swimmi 00)Wdt2f, 0��sposa otall wastes properly.Materials that yardwaste to a landfill where it will be diatomaceous earth fifters onto a dirt area, pump water to the street or storm drain. Properfy dispose aa Irazardous waste(recycle �P ❑Control ths�mount of runoH crosaing your sRe cannot be recyckd must be taken to an appropriate com and spade filter residue into soil.Dispose of w heneve r posa ib le). pesticides,herbicides and fertilizers. � durin excavation!b usv� bertns or IandfiN or dls sDent diatomaceous earth in the g ❑ H the pumping tlme Is moro than 24 hours �e��Y 9 ) Y 9 posed ofas hazardous waste.Never �S garba e. and the flow rate greaterthan 20 gpm,call � Do not usa diesel oil to lubrlcate equipment temponryorperma�ntdrainageditchesto burywastematerialsorleavetlreminthestreetor � �andacapecontractonshoukf Cu ertlnoSanita parts,orcleanequipmentUseonlywaterfor divert water flow around the site.Reduce neat a creek or stream bed. take clippinqs and prunin waste � �f�ere is no suitable d(rt area,call P ry,253-�07t,for guidance. 9.18.090 Violation 9 CupertinoSanitaryforinstructionson anyonsitecleaning. sto�nwater runofl�rebcities by constructng to a landflll that composts yard ❑ If the water b not clear,solids muat be Any person who violates any provision af this chapter is temporary check dams or berms where P�� wasta BFI's Newb Island and diuharging filter backwash or rinsewater to ❑ Cover e=posed►itth wheal hitches and other ( Y fittered or setded out by pumping to a settling the sanita s Q � � O In addition W bcal grad4�g atW puilding perrtiib,ypu Zanker Rd fandfill are the�nearest). tank prbr to discharge. UI of a misdemeanor and u n conviction thereof shall aPP�P�e- 4i ry ewet. oily or greasy equipment during roin events. be punished as provided in Chapter 1.12 of this code p Tran,you�«„ wiY need to obtain co Options for fiftering include: ployaea and subcoMractors. verage under the Sate's O Do not bbw or rake leaves into SpiH Cfean up The city can provide brochures about fhese ��a�struction Activity Stortnwater Pertnit N the straet - Pumping through a perforated pipe su�k ❑ Clean up spllls immedhtely. 9.19.100 Civil penalty for violation ��ea tor you to distr�ute to workers at your Ya��n��sib's diaWrbed ana totals 5 part way into a ama0 pit filled wkh gravel; co�sbuctionsite.Infamyoursubco�Vactors ��resormore.IntormatiaiontheGeneralPermrt ❑ Nererhos�down'di Any person who violates any provision af this chapter ay�yu g�,�� atiw - Pum in from a bueket laced below rty'pavement or requiremer�s and theQ can be o�ained from the Regional Water QuaNly P 9 P or any provision of any permit issued pursuard to this own�esponaibilit�e.Uae Blueprint lora CJean C��e��R��e w�change to one acre water leve�using a submersible pump; imperm eable aurtaces where fluids have apilled. Usa dry cleanup m�thods(absorbent Bay,a constructio�best management practicea as of Mar.2003.) - Pum pin throu chapter shall be civilly liable to the City in a sum not to 9 gh a fittering devict such materials,cat litter,andlor rags)whenever exceed the amounts provided for in Govemment Code � 9uide ava�ab�e at out B�ding Dept.couMer. as a awimmin Section 54740 and/or 54740.5[up to;25,000 per day pe� 9 pool fiker or fitter tabric posaible and properly Qiapose ot absorbent - wrapped around end oT suction pipe. m aterials. violation].The City may petition the Superior Court Q When dlacharying to a ctorm dnln,protect ❑ Sw��p up spilled dry materials immediately. �. � The property owner and the contractor share ultimate responsibility for meinletusingabartierofburlap5agsfilled Neverattemptto`washtAemaway'w�hWe�e�, pursuant to Govemment Code Sec�ion 54740 to im an hored under th grate.'OR pump waternc or bury them assess and recover such sums. The civil penalty provided througA a grassy swale prior to discharge. � Uss as Ilttls rrater as poastble for dust control. in this section is cumulafive and not exdusive,a�5�� the activities that occur on a construction site. You may be held responsible Ensure water used daesn't leave sitt or discharge to storm droins. inadditiontoallotherremediesavaitabletotheatyunder for any environmental damage caused by your subcontractors or employees. ❑ Cleanupsplllsondirtareasbydiggingupand State and Federal law and local ordinances. Funds properly disposing of contammated soil. collected pursuant to this section shall be paid to City's Environmental Management Account. 0 Call 811 tor stpnlficant spllls Painting and � F res h C o n c rete �ri�COltStJUCbOn � If the spill 9.19.101 Civil penalty fOr illicit disGharges poses a slgnlficant hazard to Any person who dischart3es pollutants,in vrolation of Application of � ��0� ��'ain Pollution i�uman health and safery property or the O Don't mix up more(resh concrete or cement environment,you m ust also report it to the thiS ChBptef,by th6 t1SB Of iIIICIt COt111@Ctiolls Shall be CIV'tlly �R�� a n d M o rta r �n you witl use in a two-hour period. State Office ot Em ergency Services. liable to the C� in a sum not to exceed tw+en -five Solvents and �� and �Y tY :: ❑ Set�and operate smsll mizera on carps or thousand dollars per day per violatlon fw each day in ❑�nc aap.+„e au,c hom n«��dw,. • tmed pa""9'�'e"d�err�t"e"'°"a� A p p I i c at i o n '�3�R ��p�stic drop cbths. which such violation axurs. The City may petition the �r*�va�s�•��.+s��y� na�en riync�tt,e sa�,wnere a�ere are rxrr,erous Superior Court pursuant to Govemment Code Section Ad hes ives ��«�,ea ti p��,e avi ng �W��k��« O When cleaning up aRer driveway or sidewalk �d��. conshucbon,wash fines ont�o dirt areas.not 54740 to im �d"'�°o�'�'�OQ1�� da�m me d pose,assess and recover such sums. The civil da m m�eway w inro me streec«stom, o armkal pdnt E�ma plarcwig is rec�ired to s�ore arw 6spose or penalty provided in this section is cumulative and not Sbom�Drain Pdlution from Palr�ts, ��.�� Ge++��7nessPracLices rr�pra�yand�arda�;ret por,�ior,of Storm Drain Pollution from d"��" exdusive,and shatl be in addition to all other remedies ' ��a.��y ora�,eyi a„� �,,,�,�,e„a ma s�,_ Fresh Concrete and Mortaf � P�eDW��s��concrete and available to the City under State and Federal law and loql ��'a�A�i� °81��ao�+�-�.�a ��p a"a`"pe"'e'n�o�c morta�f►om ralnTa��d runofr unbl the S m a I I B u s i n ess a v�.�.�a��:, r�a��,a u�«�a �q�r«�y�. AppllCations material t�as dried. ordinances. Funds collected pursuarrt to this section shall a�ma�are r�eo w�re n� oo�ac�r. ❑�We�,�� ❑ wasn down e:posed ay9regate concrete be paid to City's Ernironmental Storm Management ��^F��r.��o�- ropc d,�s 0�s�vw�e a�edu��n.�uioR �Y�hx. � Fresh concrete and oement-related rtrortars ony wnen me wasnwaeer can �)flow omo a Account. '"�'�"�'"°'"�'$d�'°�d ,,,�,�,,,�,,�,�,,,,� �f1" �'"�' � H aza rd o u s W aste a�a�a��;a,es o.raas.�arx p p,��,��„g,� that nrash into lakes,sfieams,or estuaries dirt area,(2)dram onto a bertned surfxe from mae�a�a,a�s,a�s�g,e�ar�rg n�s a�ea�er a�o a�rc arw and spade ❑nvaid�and seat eoati�g in wet are toxic to fish and ifie uatic whicn it can be ,,,��,�„�„�.��,a :��,.a.�,�,��, o�,,,,�..�,.�,�� ,�,a„�,�„�,��,�� 3C1 PumPedanddisposedot Di�posal Prgm wa�e�r�a�abse maeariats rrom no�ng aeu;a ao t.,d oa k y�ou can rrap or raa„m ttb d�myrete�i ar�s in r«r rreK,tenanoe yand, tresn maeeria�s rrom oa,tacsny starn�ener environment.Disposing of these materials v�y,a(3)be vacuumed trom a cabcMnent iqo��5. wa�er erW dhpoae d k In a created by bbcking a storm drain inlet.H •+�r �+,ered�nupise�r_qvadpe�minp n,�r. totliestormdrai�soraeekscanbbck ��$ usinesses that generate less aerrer�kain.Sampsng d the wa�Fwrater may �essarY,divert rurroff with t�m eq�pr�ntre�irsat�uctionsioes stortndrains,pusesseriousproblems,and �eg„��,,,��„aread, than 27 gallons or220 pounds ba req�ireo. ❑Gowr and s�l caEeh basins mid manhdee 9utters or ❑when retusl is prohibited b taw. st«m drains. C u p e rti n o ❑��.�� 9 a��q�+P�ti when applying s�l ooat,slurry s�l.fog s�l, Y Building Dept: ��y�� . ��bedoremsrte,o�a a��. ❑ ��b�. � of ha2ardous waste per month 40d-77T-1228 ��M�� ,�� 0^�Y�Of^�m�� 0 p��y�y��p��, upaqMepiec�sand�disp�eofproperiy�i� are eligible to use this program. P u b 1 ie W o rk s D e p t: ❑Kwp a11 I[qad paiM pmducb and wastes preserd Betore you be�strqpng paiy or ❑po not uw dbsel aq tp�t�a e�pn�ent sad h�,a�t�r�g�p�a�p General Business Practices Recycle lar�chunks of brdceti concret¢,See C a 11 4 0 8-2 9 9-7 3 0 0 408-777-3354 awry trnm the putEer.straet,a�storm deerurg pe�t976 dnirm. uMer �°'ceeiiors wAn w�er parts or d[�an eq�ap�riad- axf fl6er nrafF. ❑ Wash oui conerete miuers on ta info on recyclers. S a n ta C la ra C o u n ty �'�B��Of��' p Reeycl�used oa,ca�rete,broken h in designated Rec clin Hotline: ��g�a� �� a �� O�� Y 9 (See Yeiow Pages fa a st�eoartified P�. ��ProP�Y apgroga6e caferete�sim�ar treatrnerds�to dra��s and waterw�t yard.away from storm ❑ Never bury waste material.Dispose of smaA B 0 0-53 3-8 414 p��p�� laborabry.) (`N'�wv.recydestuff.00m fcx 6st d recycJing a street or storm ctairt Cdlec3 and rec,yde,pr into a tem �'��e water will flow amounts M excess dry concrete,9rout,and f o r a q u o te. e porary waste pft in a dirt area.Let mortar in the trash. wtuw.nduc�wast�.oro °�'� �d,ha�� ❑ Neverd' ot www.recvcleatuff.eom d Mavardpnbnalrsorriruep�nt �ff��O°6BP�°^�@�9•a�� aD�� P�tethroughsoilanddisposeof �rt ffiaa po.�nvs t«le.a.a«i�s0am ❑co,rer garbage_ �e wasnouc�mm�,e saeet. Small Business Hazardoua Waste: �^8's�D��•�'^'�""'� ��-)� stamdra�ns,dra ditches,orstreams. �.Chedc wbh Cupertmo Sanimry D�triCt Whenever possib�e,recycle waslwut by u� 40 8-29 9-7 3 00 F"°�'d'�°r� ��y�� /�/�g� ��s�� Pumping back into maers for reuse. ❑For wata�bwW p�ts,pairrt dd Guahes to m tl�e sartitary aewer,or if yw mwt seM i ��'�n � Cupertino Sanitary Sewer Distr yp��_�� p q„� � � k�c;$x�`��`" a o s-2 s s a o 71 aiNc ipan nmt gces m u,e se�y.ewer. ��n�`aOUf�. «��ezcess au�t ra,en txeeking asphatt ❑�r roocs«pNastic st,eefs ara berrns ❑ now m s nreel�s�airt areas M,at ao rwt , � . .� , � , Santa Clara Valley Urban Runoft ❑Fadl-basedp�ktb,pein[outbrushesEpthe �� -T-V•.�.Tef�yTn�_�^� �rt Pollution Prevention Pr m maemposs�eandde�ww,mn.,ar« ��«� �remave�si�cMala�� (��,�� ' ��, J�1 ❑ Ahrays store Doth dry and wet materlals � 8 0 0-T 91-248 2 g aduart.Ficer arW reuse thimers aW sdverds, 0 Dispose d un�d iquid peint,tlir�s, P�.Malce sure �wtien not m use. +� 7-i ,+�i ; 3 t'� ! s CJ � undor eover.protected from rairdap and rurroff ?.." ��r�, 1 1,„�,.4�,!a��, t N / w�a P�.Dispose d ezcess iqiids ard soArems,glues,a�d dearirg 9iids as brafcen pav�k does nd carne in carMad ❑t�eren�q��pi1s aW I�la usirg'dN' �d away from etorm drains w waterways. .-��, -�,.+-,..�-^-,...• .�-• s vaUi rai r t a 9 or n a i o ff. m e l h o d s(w i t h abaorbent rtgtai�s ardlor Protect dry m a t e ri a�h a m w i n d. { State Office ot Emergency '�'B��m"�� "�°��5"'��'"�' . �; ', � i ,,� ": ��+ , S e rv i c e s ❑W�n N�rdous waste Prgn:298�7300). �W�rt�alang saw aAs,use as VWe vreder as �),ar a9�R��.and P�P�Y d�P� ❑ Sacure bags oi eement after tl�ey are open. '-. ., ' ��N�1r,enwh�P�K ca�a.wed 'We d�sal. � � � �.: 1-8 0 0-8 52-75 S 0(24 A rs) �.rags.eM drop cldhs may be ❑Or Relum to wpp'Kr.(Unopened c�s o1 p� P�-Shovel a vacwm sawcit slurry and Be sure to kee,p wind-bbwn cemerrt powder ; . � ' ._ I_,_ ._, .. K „�_-, �sposed d as grbage. maY 6e ab�e eo be reduned Chedc w�A the remoHe finm Ihe si6e C.oMer ar prote�,�t stortn ❑Cdled and recycle or appropriately dispose d aaray(rom stree�,gutters.stortn drains. .V - ;. ��':"' � R e p o rt s p l l ls to 91 1 venaor repar�g 6s-dry-oadc-pa�.y.} �'"�'��"��'a"`�"B�P�P,�+d e�ess a6r"as+ve 9ra�el a sanci 9?T rainfalt,and runoff. '; :� . .� . .f , i�:.? ;_�.�. P�P��Y��,aN residues. ❑Ay��r�� ❑ Da rtot uae diesal fuel as a IuMicant on ' ," • � , -:...__..�.ew,�, _..,M ,.. _ _.,.,. ❑OonaOa mccess PairN(ce6 299�7300 to done[e.) 0 Swaep,rover Iase dovNt�t�clean canhnl. . ( .. �� tradced dKt.Use e sUeet sw�eeper or vaanm co�crete fams,tods,or traders. _ trucic.Do not dierip vactaar�ed liqtq�in s�orrn I3hnl3nr$ � drans_ , ..,__ E�rimPle�ia�Rogacn _ APPROVED BY: � �� /'��I�(, J,��j J ��J �j��,._1� J��J�� SHEET: �I _ I RALPH QUALLS,JR.RCE 22046 9-3- 5 DA� CO N STRU CTI ON B EST MANAG E M E NT P RACTI C ES � ,,� S�� DIRECTOR OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS � � ,��