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HomeMy WebLinkAbout1510 Drake Avenue - Plans0 � I GENERAL NOTES AND CONDITIONS THESE PLANS ARE TO BE BUILT IN STRICT ACCORDANCE TO THE FOLLOWING CODES: 2007 CALIFQRNIA BUILDING, PLIJMBING, MECHANICAL, ELECTRICAL, AND THE 2008 ENERGY CODES: 2006 IBC, 2006 UPC, 2006 UMC, 20115 NEC, 2008 TTI'LE-24. ( AS AMMENDED BY TFiE STATE OF CAL(FORNiA ) %CORTEZ AVEa �- �' °rm °j° p� P z,�, 3 } \ • O' . a� y ro O� - � A; � ��� �� O �Oja ;O� � UBR/LLO AVE'x t j<.,+ 4 O O*O , O t1' f � < i / W°a. k' � 2 r^�0 � �° � z c� 5 ep � J I � b � % � v � ���, � ��� „ � � . � � � M _ ;� ' � i � j � � � � o'o � o,o���o � o�� � � i � g s GGKE * S_C'r . ..IyE M g � ���O�O O� On�O OZC�IO O AO�O ��C � I, ! i i ^ �. a1ti o I 9 0 1 6�� h., � j� I ti. ` 111 � � _ ,h i-L� i � � .. > I 5 '�. h .' . � . . - � ' J i ,�� T I : n �rl. c , . . i . 'P , a . i 'C' ; b W � � �. i I �� . � . , � '� � ', '�� �, ` Q � Ltl � I U9CIN�i�Y !�i�� � r�, . . DESIG1iT DATA: GONSIRU�IDN NOU�S� No�,o����,„,a�,��a�d,�Aax��a,o�r �s.� �,. SPEGIRL INSP�CTIONS b Ild or stiucNre olhet tha � h N the follov+n hours ex �'n Ihe G+ f xnf . _ . demot h 9 9 �P 6 pa v r�� i im a�d sar� �oa m i-�n w�na� a �ovai tron, me so im„ orruai wn �n m t t , P N Y � PP 9 F O V 4 ...5 � N LO R L[ & LOAD 0 PSF "1'I'L. .OPSP ( ) - T iHTMY P�.R 5Fe" r c � �l W D, ' d no lo ex ed Ihr e . I Id Ih f C� of Janua 1�� �li rci �n tl o( i.l L i 5 ONS EQ ' I t II �e t d f ' t e d ROOF LNE LOAD -- --- � TI'1,. - 34PSF appro p F� o YS Y 1 �Y Y --- zo rsr E i� B: c ) �' St�OwLOAD ----- ------ zorse Fe� n+� ��M d Y ra y mero�rtnaayoi��y m r M o y fs i.no m eie�e�maayorNo e.i,e BY Ci C�, �E� SHWLL B ARbJ D Y d me rvre� rnn aa or o c. i< r�rd u �ary me �o�nn aa me •o�,�, T� � N � � � Y ry Y Y , WIND LOAD - - - - � B PH . - � _ 5 M eleve t d y f N emb , t� Iwonty Fith day o� De - b f II �. �ion � S tl y it a foi ovAng Mor tld� �� �o itlay .Sf (�i /V L' % EXPOSURE -- -- - -- B Frovitl It� f I' g wnshvcton hours on Ihe Olans per C-ty of Burl:ngame M� i apal CWe 180�.11(l. �'/•+�-�g Labs, In�, � SEISM(C DSN CATEGOftY - E $ITE CI.ASS -- ---- _- p Mond Y Lh gh Fnday. 'AM TO �PM FLOOD ZONE ---- ----- H Sawm .�. 9nM ro 6aM s��nays a-a na�aan�. ^,onM 10 eaM �. . ,,: �: GENERAI, NOTbS �RF�' D. FOR A� C-Fb,cY H� D, iIiSTAtL�t'7flN' ) � I. These pians and any conatmnion wnrk pr t ed der these plans CONCRET6 R61�FORCING STCEL S1W11 be �n 5[titt nfo ce �nth Ihe CaL� f. B ild g Code 1. llse gratle 40 de ormed re n(orc ng ionforming ro aTTM A- 1.. }plc�l ._.. . � _ i �c8 �nigaomerv, ea ,.�.�.,>.,.. �< . G 2voi Edi��o ) a�d al nFedernl, S[ale, (. ily and C.�ly codes >, Use grztle 40. tl f rtned rel f'�ng for all doHels (ootings and slabs. i � �� and ord�ndnces- M� k� Ihese � w��ngs fountl not to be in 3 Use gmtle a0. 4 f ea rei (_Ing for all panel ihnrtl bars d' 11 I� GonfOm�ance w�lh any eppliCdble code5 Sh011 be b�oughl [OIhC onry bioik " 11 . I '___ I. _ I.�� ario�r`lotlefcomme��menlo an�matt�)workorteCtionsCanbemade �rslrein(orcemenesnnllbec�n�InuouswitAstaBSeretlspucesaiatllacent l.e.cpe N�, , 'x; m „~o�y' j� _ �W �...I � > lap 40 dieme[ers at spllms In �oncmte or masonn. � � I-� iQi� m10 I•� ; ,,,,,` d Any Jfscrepancies d�srovered on or beiween ihese arawii�gs - """ shali be brought [o the a[leniton of the Design Uivlsbn prior to G Aliconcretetle55hallhavea li">degreecomerbertd �+ �„�„�„„,w-- Y�,.„,,,�„���'°'�� i �- ' � commeniement of any related work. The ConVaccor shall verlfy NrovidespeclallnsptttlonforailtleldNeltling.\4eldingelecRWes-u5e i � ' I r ,,.oy. .Y ail erlsiing condletons an� dlmenslons on li� Ior �o the start ei0 elec'.[rotles forH'elding , .� , j s � pr [ er (or relnforc I'h'I1 tl �f Ilo � I f C c e be I � [I�n N 1 . _.'_' .--� I ed an tlray.in s 7' I 1 f t u ed Do h Se I t � le 8 t� 6' � . r,.,A e .,. tlrauln s. 1 .w. f details or dln n - 6 e slous are t.1 ar �h' Inimumlorformed f� b kfiled Ih :uN 11 -'1 ' I 41 � les erlst ontact Ucslgn � vlslon �,on dl f Cormed s�Rxe .�po d ther:3:J minimum for` � I". Y I � �� a Ail ilors shall Inspect the premises en� zallsf)' hem I��es ds��o �mmed surinieserposed �o i terlor span.. ex�siing cond�i�ons antl xopc o( v.urV, prtor to subm��i�ng an� prlce Qua[lons. - - Contractor agrees Iha� he th II' � I a iJ c��nple�r res(+ons b I't� � �� for7obsi�econdi�lunsduringth c cufihei'unslruc�lonofthlsproe�i w�.�...,-, c.er, -' '� � a R- r> orau �rw�s a n rx ra � u� n q� reme�; �.' � � n� u� ocb u��ou i�� n�d o b� r� b ro o��„ni ,.o��:�ne no��s ��n� . � _ _�� � i . nandere�a��dem�i��- dnaau,�o.,-�����,,,om�uera� CAftPI-N"TR1' ,.",.'"�"°.,°°" . �I I l0 h IesS (:om an� and II II� b'll )� al �r alleged In (onnKi't�n �, p� �vml+�� slial Iv� r �nli�nml� s<ca a��> >+ti � icis oihcr..� ii ��,� �' �I wllh Ihe performance oLv.nrk on thls proJeC� excepting for Ileblllt� aris'�� _ . �q � d ria.. , , , - i�ran Lumlx� fhaii M,�i � � from[hesolenegllgenceoftheO � rthe[k I � '��R l� I I gY p 1 �. .�isz I.o= � ��� g � si rinka�,e aft � � 11� I�. I I jW �I I �II I tier s1�a �• G. Th ( e<iot sh II ply �Ith h I y1 q I t' �f the �tate p� q������ pouglas I�Ir lar-h I-� Nnnrc n�itti tti WCLft or�NJ!'h rulrs, lair; �, °""'° "'"^<a^ "" � �� � C t �tl (sdes' CHC' 2007 rl '1oiNC� 0.be C ebl�lnn � I � � _�_- .... � Th f to� Is re �L�''' s�w^robl ( 1 g. I qR A toihelr .0 i sptttfl 11� V�h � I apPr�>�eJconstru<tbnAocuments, - I . ,_._ � I' dl fons and io � � 1 h' I I �� id - brup I M hall I h I 11 �Ing g d.. Pe .', headers IeAge p IV ��>s�s I� � �u �: i ! h . d �hanges in gratles o ss .1 pi � � .. .. -"---� 8 nI1 Incerior valls antl celiing rye,. . - t i.1 �p r��.d anU 1 I t and w! .: 2 or be . S d �Ills. an0 Olates. Z be. �a ^�^r � a� UI sspeifl Ily .N h Iseonthi�approvedi�nsru��bntlaumeiiti m i `fi�d � 1I tl 1 Ii. f I� . '.fI ,�'07GP( .�. "'°" LS�7,IU�4 6� l �II taUe IIIM'�12Dogl-FI#t I + �� � I 1 All f_� i fl iish�s shxll Zb Wh . enl q . � li U� f'I i P pe I 8 eq ' d 4.� 12- y ' ' -v fl . .. . d sn��l.e d � t � tcst � L .. . __.. . � .. _ _' _' "_" '""1 K ) oo� �as Fi� n a - � R h I be 1 IIeA. U 1� �h I. tM- I ��: ,q I 4� 2<. Convaclo Sh II . it) 11 1 I g h o. -I M1 ex s�ructural loa� � � -.�=. °f � ! IO.lhe e'll be no 5tructur'al otllf .. t'n � o tl�r hullJ�itR un�er thic will be adtleA. it . I tl g h J� 1. 1. n� 1 ontra<tor shall �o � i .. . . �. --.. sa�p�o.<any�.ol�� s �s,c,,.,e.R- i .ir i r.�� i enrdae.si�e. � wx��.au�nww.wk,�.��a. � i. e i� c snau �«�ra naic �ork ao�f iake u n-� �s as s, sin.s a�a m� o��a� i �� W � w - � 6 ���<rele on gra�c shali be pressure trcaietl °1O� °� '�e°' a°^' _� � ` .� - �equ'redlomin�ml� �se b�n<eofbuildingo�� p i' d,ma�nta-n p�,ugtasFlrtarchal, � 1e°oi°'�i°fO� "�`•^M'"�'^�"` ne°1p°"O°1vaa°0Z°fR0^a r�ork area b�t _�tt] � n� clear of �el�rl . a Stlls thall tie Inziaile� In long {��e�es Double �09 Pta�es shall be 1n long run� �. G�� � cooia<�o� snau x res�oosime ro� p�o��n b� k w �„�v nis ,,,a ena�i ee iz a n mmim�m ,� s u rro�n ��,me- m�ri.�,�aarsm a�d ��n� � iosz��.. s-nu gw<iamm ��o wmx.>n,u n� co,s���rxro� �o��iss n,s rdnn�a�� ��� - N 13 �imenslon� on neM'reslCences re(tr �o rougt ci � c« urtaces « ordance wltn thr AC 1� S. iO3-]n ana shail eonfarm to tfie latest fabrlc�tli, � ""^'�"'^�u�'"'°4 il � hed 1 ide or Inslde GI I ! �uds. b�ams e�c Dtme islons.f requlrements of ihe 2Gri7 -HG '°°�' 1 I g '� nces refe to flnlsh •d s l�ces. Ifrii 1. and rock ��eneers are (r Giu lam bezms shall Yk (.o ( 2 F �r glue n�d Industrlal appe iy. npu, M � ailudedfrom�imenslonsp�ovlded unle55otherwlseno�cr]unOray.ln s cLw_�Je CNwtBco /�RiS./MF6n � r- ��� � v � 11. ContrT<<or shail be res nstble for r -tln alni from all surfa'es R' �'y / �� Po P o�ft B P R. �I}�woai she�thing shnll be APA raie� ��p-,�sure 1 end )dn�.s -n aaJecei�� �� "�6�1°`F"`�'°`P°°`"� celi�e ryalnt These surfaces Incl�de bui are noi I'mitEtl to Iloors. sncel shall be seagRered anJ all �1}v.�d etlges shall a<ur at cente[Ilnes of w"�re6 �'i10"qO`10"6' "' ��a� �em� e, � . �:vc b na�owa ��ie�s 5„ie�n�: rnmesa�a �ass. r<_,. Bs yµuc � p.rcn� R bearin B. c.o�va�ro- sn�u ��.�a� o, re�,ia�e a� ni: �>oe�se a�a ��,�m�e: oEra<� w-�r � ri��ow noo� sneam�„g sn.0 e,• i,ia wim mc r=m onneo��e. ues � .�•m ,� o�„�. x v ;' � o,«�,a,.<,..,e��, l5. Pat� h nnd repalr all ealsting exposed walls rulumns an� �>lher sur[aces �rpenQicular i�r the framing memDers ��n� w�r�N � ea¢c '� �a,.�.m.ev p�w �m��e r�.a ..n�a g � Kne���.. u�n t. m M....,� MhercpartltlonsorotherliemshaveFeenremovetlan�wherechlppCd, lO.Provlded bl Jois 11 FJ g t' allsareperpendlrulartosubfl� ��,� �, �«�, w �YeN«�tei�� �. ra:ketl or otherwise defective Ute plusler, la[h or.gypsi m boartl an�i � 1. Ior pa�ci' eJ oof �� 1. hl g hall he Iald wlth �he graln of ttic ..i aicessorles zt contractor s opUon as requireil �o make sm�wth and ituah P��es para11e1 f' i p �v iZLrlliho 1 Nlth exlSttng ad�aC¢nt sut'Iaces. �e 1 4 -.1. d f M I..tl: .�1 tl A [' o k� -. d�•r nu 1 G. The cont a[tor shall pro�lde telephone sen Ire a� �hi Hork slte Sur�ng or heails agai �ux] - � � � . t.� li �, 1 gal t.J id pi� _, „s«��a����u�vaa-,�.zi„u �o�u,�su=� no onu�u° n � r i R � „� nauc,� eai � �i�,� S7'RUCTURAI. STEEL, and MISCGI.I.ANIiO(IS �� Ws 1, ) �clCOhone � � - ��„te�: ro� o�bu� K-o�a. amo.,ian�es, �:�uce a�a n�e a.o�nm��,is �m,v:,., �a. u.� cdi � n � i �n � r� �� „� sm�, c. r Y� 1 RON I�c:il auchoritles for i�erlfl[atbn) � p�ro r� rqi I a1.ni. I la<i nall� I i all h��les �s ��:illeA in 1 la�es 1 ni�����i�. 1 qIi structurai steel and miscellanerous Iron shall be ASTAf A+f+. l!se Ali(: 1�. Fill all holes in sub flwrs �Ieh �I�mcwU anJ y s� ihe�� are Ie�ei an3 I(lcationsar0 cutleofsiantlard I flusli v.�t�h ad)acent Rwr Feather grou� �o mc y. 1� bru{>� Ie���l c�a �¢es �1��. �. . sf��' pract ce itlre7looris(reeo`Irr ularlllesnoticeableuntlerc�r 1- ��h'ngancico �rllul+In�,s��i;of.nilcys��beLEgaug�, 2.tite�ItubularcolumrsshxllconformroASThIA500CradeB. I� � � �� .,�� �.>��� °��„�,a 18_ � � ��- �� be W� Ibi f� ' II nilk II ' ' I: In�, cf w��alis �� � g �. � �5 noTP�. dp ('lAr�S. i, it I plpc columns snall M ASTM AS3 Grade N. i nu � i�s � i t- ik� a a� i . nit � �d� mn��ec�mns snau r reiaea a«omm ne mic,i �aiiion or d I d � p� g d h g.ffl. ,{�� II 6 dpalntlnR 13 (`� �I� a I � II 1 (I�ISIt fil.11 � a �h.AWS otle Bwt I P. ❑ I � I �i .I 1� A �� ed Fri�r �� � . � ��, . >>�r �� .}�� � �. . 1' IU s�eclallns�eetionforallleldwelding.l.seE]0elec�rodes(or 1 c -� si al �-f�rm all �. . 1 � I as � � zl c III g 1 .g .. i . I. II �� g i-0. ..� rLl. � Idl g. 1 I struciion sho �n. kenu��e all n scelldreuus erx9etl� '^'� m�.m� 1 ghou� h 1 Id R h II bt � . rd g th � I� !����s nuts and washcrs shall be ASTN A 301. M1� k plpc d ther minor arcl I � I f ai f ��� & I� I 1 I x�cclon Delov.� ���I�ss a g�ea��r �iumbe h � A�� tw�� �oles shall tYe punchedor GrtIIN and Shell be 1/IG" larger th��n .�� I R - n� Den�ulli�vr ma � I .1 II �,�eu enie �e� ,,, ���- I �i I hr � �I g,\�I nalls sha I be com the noniinal bolt slxe. FucneJ holps aie not ac<epla�le � I� . t h. �Iu. 1- i� II h. �p B. Structural steel M�orkmanshl and detallln shail �onlorm to the la�es� i i ��� a i i o� o, � � �,�a um a rn��Ps.a�. a a .v �w� a ira� n � e�.z� ,n�n�a�� ,�� �p�t:�„�zor��R.nnsvu ���i,.un< <��..>,<�. awssuooa�as. Nu•�i e� �'i e� noie� uihe�w��s�. �. Subml� shop d �I g, includ,�g com0�ete detalls and schedules for ! � I 1. Sh � f� b I. Uon �rawings must De �erlfletl b} reglstercd . ql d ub tcdco6utld�ngdepartmencwl�hlc«erofapproval -_ _"__.__ . _ _. _., � g� 6ARTHWORK r«�e� � �, �o P i .i i i n ea i- a i�nmin.•e �� reae�ai s�� rrree o�e sno� -� � i�xt and f'eld covch u�. I. E 1 h I f i' I ntl dimenslons ah�. ..chin a �.. - - --+i I f OOI � c�wW � : -� .Wh ep bl.'d' I( Ig� ha�lbecUtneatantl�u C �� Po eea en� e� n �- i� ifro�,�,myi:rrnuired mev����nes � ' . -.._ f;LECTR A � :i,�i �.,e�a a s�rn�i��� ms�a�« r m r«,�mes d�a ro��a<nons co �,em,n �__-_a�.� �� IC L cYc MECHAMCAL N T S plecing and remo��al of concrete form Mork. Lumber u5ed to form ftw[in s. „,, o.ie� � �!i' � _ � m�,�. � Q E g L' �'w°^°^ � w^^°° ���^- _ i. uMvicai :�c ��orca<ro� sn�i ru��sn a„e maa�. �u mT�r�wi� shall not be used In famtng o! propourl wo [k� � e � eyul�ment antl laber as shov.� a ncr.esc�ry tor a complete and wnrkable 3 The Mttoms o! ell trenches thall be Ixvel. m{ d tirtn clean antl free ��m�p�% I�. � """"' ' n AII ciec _ i t rlals an� equipment shail t>e IfseeA b�� f� d b'S tl`af¢J � j u`nclen�'rit¢rSldhpfat�rlPi. � � �� �< d� d W ,. � p cavatlon progresses requ'ring changes �n � � w+� 2 I.fechanlcal sub-contractor shall (urNsh and Install all materlal. elevatbns o( feoU g. S h h ngt5 s�all be mazle onl� as dlrec�ed b)� the w.�m� e �' ' eng�neer or Uesig D' uion and approved b. �he bu�tding depar�men� "'� , equipmeni anA IaMr as shown and as necessary for a<ompleie and �����e 5 5, ��� _.___ em oolin andheailn Contrzciorshallverff� >. eack fll s�all conslst o( material [ree from debrls. unsatlsfacmn'soil � s � � � I�� . > B 6 ) Ihat an)� ma�e��ai on�« � daeie�e����sma�r.tai ea�knuma�e���:nauce °" , .-�.0 e. ui �ionsy:cem�o»ro�msrimme���re�ie.nc. ❑la<etl tn G' Ia}�ers . tolslen or aen[e each Wver az necesvn' to proride � � I' '� �'^"Q"' o -l�I 1. Pro� Ide gro�nd faWt InterruF�er clrtults v.ithln G 0 f slnks, fn o0��mummoisturecontentCompactlonofalllayenshaliDe90%. I�.epp'"��„'� '�' �:- h bah msandlaundry�ateas.Eterlorrccepu<Iesshailalsobe G Speclallns ' �ICI d� � proof GaragereceptaclestobeGfC1 ce�no�s snau �.ey��r d a�r a�ureuoo or b��iai on m��� & ' . + v.o.-ia� ei��n<ai o�<i��s a� i z o� o<, ar,a ro� e��o w�au z o� o Q C B C equlremen[s if he/she sees FlI tha� a spetlal 5o I tl tfon I°' °i"'°" m ��+ � In Icngth. ' r mor� e.usisor'fdeslgno'foo;ingsetceetlsminlmumrequlremenesspecltlEV. �-�T'^^ . -� � � S 5 k d h II be dN I II bed d tu I CONCRETE t. Potttand <ement shall conform w ASTM 5{�e�. C t i0 lates� editinn. e��pe II, One I�rantl o( cement shzll �e usetl �hr�ughout [he work. 2. Aggregates shal, cpnform, ro ASf�t spec C33 letest til�bn 3 Conireie destgn p�L� �o be 23 W PSI � 28 days compressh�e screngih. J Tmnspon concrete from mt<e� [o ilnal posltbn b� a method MY1tlh H�ItI prcven[ 5e�taUon, or loss ul material ln ucoitlance wl[h ASTFt spec. C91. 5. Deposl[ conerete in con[Inuous operatlon unUl panei or sec�ion is <umpiet€d. G. Consolldate placetl con<retc b)' mxhanital vlbaUng qulpment supP�emen[ed by hand-spading, rudtling or camping. ;. NI rein(orcing bars. N'eltletl wlre fabric. anchors. InSerts and other embeAdcvi har�iKare shall be aCNratel)' sel and seturely held in pl:iie �c mvniain proper posiuon du�ing ptacemen[ of ihe <oncreie 8 41i concreee shall be re nforcetl unless speclfcall� �urked "no� ret lorcetl'. CO CRE�BS t.�n%onsauct �� tsshal.belel[rough.Clrvnsurraceof�ne�oln[s be(ore placing nea pour. z. v�oviae rooi:n,re baMer co.e. o.e. nrewrm nase mac�riai wne�e Inalcac d use onl� materlal M hich are reslstant co decay when tes�e� In cortlancewlti AS fElii. 3 Flnlshed sw !- II slabs or panels shnll be true antl fla� or sbpe.'�. unlformh' as sh � v�)� d�taU6ns shall not ertced 1'B In 10 f t + taP w�� me n� i a�a ne �o m:��w� i�aeme� P�a supports to I�sure that ehe r'Ire mesh Is malntaine� al appro.'Ima�el,' mitl Aepth of the siab_ .�.rasynW��+W+.�n.� - w ,xuuWw'�nYr � -' ;. �.��m°�,�� .�o,�, �.www�nr�� - �^� � . tttorss a pro�l �a roomsan 1 � : na� �c �� w �a�o�ms. �. G. nil smoke de�^ctors shall be I lOv. hardNlred M/bat�ery ba k p. . Al I t 20 amp brznch circultshall be provldM for lau dry utirts j' 8 LI ht I I I t or tR s ��ssnaiixaparovea�oz��>a rrom<omwsnni�s. �. M'1 I I ubcontracter shall furnish anei �nstall complete ai� � lals, equlpment and labo^ as shown ad as necessary� for a complete an� Morkable 5}stem (or coolin6 and heating Gontractor shall ��¢rlfy [he exlsting ventiia[lon s>'Stem eo mnform wlth ZD07 G PC io. nu n,rerior b:,m�ooms a�,a iaund�- rooms snau na��� me�na„i�ai eAna�s�ra�s�e�iroex��no�o�bmidi�E[e�c�uo,,, ir�F.��aniew�inaow , ���s�s,. FLUMBING NOTES �. rwmne� a�a s�a���raceo. snau rurnisn and i�sian rom�ie�e, au maiertais equlpmeni and lalwr as shan�n as necessary f�r a compie�e and orkable s stem. 2 Tollets to have clear s�ces ot no[ IeA thari 30" In width and 2�" In fronl. Tollets to ha�c ma�imum allov.ahle of 1 G gallons per (lush Rela'ace eolieu ran ha��e maxlmun allok-able o( 3.5 gallon5 {+er tlush 3 Shonerand:ubswlehshoNersrequlreNaierproofshecir�V: abo��c llwr. 6ro�'Ide shower curtaln o� tempered giass entlosure. . P Id Za clearance in fro�: o( water hea�cr and furna<e 5. � Id ter heaec-w'ith pressure release valve tlralnlnp t� ou�slde beM�een sL� ancl Ment�� (our I�ches from g-ound. G All hose blbs to have non-removable backl7ox prc�ent'on �ev�tes. z r�o�iae c*awi space eaess Himm �o� or �,mmeme �ieano�u- CiIN`ilt�lU�lJ Ni�� Ei`n����� I��o� v�,iY i�%' f!� : 02�-a3� -��� ��� � iV 4�'� � i\ � � I �7C����f��CY �RP. r ��3,,�'l�l �4/� �� A ( ! 4.. r Y +^✓ pr v✓ � i� l.w i iJt \, {�.! wr a.��a - �c�<��s,�. Al�7W, I�'i CV� . - z �7:�s,r, ALI�W, �,l�,l�, - " )�O�,r; CEi L V� 5#�GE fV�'.c1=V I,��' 7�, r. .! C�>Er��r P�RC� -- �2„�. ; i _--__' �v F - � ' �' � `��,. i r. I �!` I � > C� -t� Fc �1`� 'El C?C��VC �kLr� I �� � /\ nr �..a1 ____ 3 1. ���> tv1��M?Fll.+"l�. f��l�b1 1 in �� . i�,�tL ;'Ei (�� ��l�,I' F/�I�,--- � i �_�,,;-. �f� � t'��`iTJ.: � ': i� i('�„�.° �.� \� �,'�� 1�.�'dLi� .�__' �(� l �. P�, , a (���5� �� \- 3J�� ��'. -- �17%�{. S�Y, , �I`!) 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IM C (NU.'.) fRANMC MEMBERS REC£MNC EDCE NPIUNC FROM .aBlR7�NG PANELS S}Wl N01 BE L65 iWJ! A SINGlE 7-INCN IJOMINN. MEIdBEk M'0 5/8` 0�X 10' AB'S W/�X3/i6" BP'S O 18' O.C. (AlLOWABI£ SHfAR � JSO-J90 Pf� USE 160 0 SbC Slll NVUNG M 2 ROWS S7ACCEREO �/2�� LTPd 8 ti7.5 0 ���OC. USE �IZ-r.�X{OR EWNA(FM) WJL£D IWfN 80'S 0 J' O.C. £DGES. 12" O.C. IM �(MIN.) fR<MING MCMBERS RECEMNG EDGE kNUNG FRON PF'.177�NG PPNELS SNFU N01 ac irss rw++ n sn+c� a i3� N uo-iu u[uera wmi sroccErreo rrauNc nr douns PND 5/8' I X 10" Pfl'S W J 16' BP�S O 18� O.C. (N.LOWA9(f SN:AF � 38t-l90 Ptf) L'SE I6D 0 4'OC SILL WJUNG IN 1 ROM5 S(A�'+GERFD i/2', .iPd h a75 e � t'oc. US£ i�Z��CRJC(0� EOUNALEKfJ N4�LER WRF! BO'S O 2' O.C. EDGES. 12' O.C. IM O(u�N.) fAANING MENB�S RECEMNC EDGE A6V(IMG FROII ABU(nNG PANFLS Si%ALL NOT BE 1E�5 iiW! b S1NCfE 3-fNCH NONINAI. MFMBER WIIN SiAGGEREP NAILING Ai JplNiS ayn s/s' o x iz' ns's w/�%�X3/��s' ev's a ta' o.c. w/siNctE a' x r+ouiwv- uUDS1LL PIAlE (Pl.1.OWABLE SiiEAk = 491-640 PLF) USE 20G 0 J'OC SILL NAIUNG IN 1 ROM5 S�AGGERE� 1/1�. LTPo & A35 9 8"OC. USE ��Z CDX (Q� EW1VPlEh�% WJ1-ED W71H 100'S O 2� O.C. ECG6, �1' O.C. iM �� '41N) FRAMING 1IEM9ERS kECEI✓�NC fDGE ,vP11lNC FRON PBUTIING' PANELS .SNLLi NOT I r f� �ESS P(hN A SINGLE J-il.'CN NOMI1Jil. M£MB£R WITH SIAGGER£D NrVUNG AT JOINiS �'"� uiios�ueau� (nuoWABtE�,/'b640P ]]0 Flf) USE 100 O 2 oc siu Mnwurvc u+ z Rows sraccEecD Vs'. �ma a ais e�'oc. HOLD-DOWN SCAEDULE flsE 9uP50N Nsrc 9aJ aRE-9EN� �� � s.w (oa £ouro cNr) wr� .u�n - � � 5 � �0'S (aLLOWAB'E '.a 0 �= 35J0 �9.J C' USE 9AwSOM CMSiC-�6 (OR EOU!✓ALDfI) S124° IIE gEPpipl fL0pR5/ACROSS WAtE BFEVfS� W/58-160'S (ucow,� �am = ae�o is) cur tcNcr.i - ctEvr sFw+ * sa' �USE 9{�SON CLLii-11 (On EWNNFXn 5lPM iiE Cl �� rcaws�,�c.ross rurr aa�rs w/se-iea's (,LL10WABfE LGO - 6e90 !B) CUf CEK.111 � C� SAMI . 69' Q16E SiYSiW CYn-IS iQi LOVNH�'�) SfAM 11E Cl �� F���,�� vurr eaEus w/ae-ieo's puowaor twn _ 9us ie.) cur �+cni . C�rar saav . sa' � US£ $IMGSON MOU2-SD51.5 MO�OOWN (OR EWNA1EN1f W/6-SO51/4X1 1/2 M1'000 $CREW$ 10 Fft4MING lPZ\ uEMBFR h 5/8"0 SSTBI6 w/i2 J/4' MIN. EM8f0. fCR .UONC POUR. FOR OOUBLf P4UR USE 5/8'0 557620 �'/MM. IE 5/8' EAlBEO.. PL'ERk4ilV[LY (/SE 5/B� 0 SE' EPDXY ANCFIOF W/ 6' EMBED. (10' SiEMWAIL). USe 5/MPSON HOV4-SD52.5 HGLDOWN (OR EOUNALENT) W/10-SOS1/4X2 I/2 W000 SCREWS 70 FRAAIMG NENBCR d 5/6'a SSr810 W/16 5/8' MIN. EMBED. GOR MONO POUR. FOR OOUBLf POUR USf 5/8`0 557814 P4 W/YlN. 20 5/8" E.NB£D.. ALTEftNAfi'ELY USE 5/B' m SE7 EPDXY NJCHOH W/ 6' EuBF�. (10' S7EMWAl1). n use sunPsar+ Noue-sosss �+oiaoww (o++ eouiva�Nr} w/2a-sosi/ax, i/i wmo scrrnvs w/ +�w ��/z' EMBFDMEN7 iN IXI OFJT PoS' k]/B�i SSiB28 W/21 7/8' MIN. E4BE0. & 8' TNICK STEL W.LLL FOF uONp Na�� F'CiUR. :OR DOU9lE POL'R JSE 1/8'm SS�BJd W/MfN. 7E ]�8" EA18Ev. A 9" 1HICK S�EM WAI.t. ACTERNATIVELY USE 7/8" 6 SEf EPDXY ANCMOR W/ 8" EM8£FJ. (i5" SiEGWAllJ. �VSE SIMPSON MOU�I-$OS25 NOCOUWN (OR EOUNALfNT) W/JD-SQSI/4%2 :/2 WOCD SCRE� W/ MIN 5 1/2" 4 EMBEDMENi M70 4%6 �Fd1 PO57 & 1'i SBIxJO W/AiIN. 24° ElA8F0. PND YO' THICH STEM WALL FOR .NONO � i� POUF. ALtERNATM1�ELY VSE �' a SE7 EPoX1' ANCHOR W/ 8' EMBED- (I5' STEMWA!L} � USE SiMP50k HDUi4-5052� HOCOGWN (Ok EOUIVq�ENT) W/J6-SD51/4%2 1/2 NOOD SCFEWS W/ MIN. 5 1/2" �p � E.UBED. �N70 6%6 Di'/1 Po57 & 1"m SB'vJ0 ANCHOR WfMIN. 21' EMBED. AND tI" 7NiCH SiEM WA(l fOR L� 4 AfpNO POIIR k OOU9LE POVR. ALTERN.diR'CLr USE I" 0 SEi EPDXY aNCHOR W/ 9� eA1BEU. {I9" S�EHWPIi%. uoR. � tL NG[S HUS.IBE 8� X[O .n �nf�SSNALLLFCOMNON utf?NE1:HAiIultl' oRMN �6d.uAIU ioR nCL SVnCtNG tEss iNnN 6'O c. iL PUrtSiLf*5, N SHnil et �ArvFH fl.' vRt�UA/ttN NOl(S. HnI3 SNnLL NOi ee �N> ry� . -�o, r��or H oLOOaWu�SlN�U9C.tT;n�NEDfOAl13NfNU4oF= � D-�' IUUluikD..NEF .O e.- Y9iLL5FJWN[R[tiOLOOW,US,tft£HCLT£JTO�:(' F I ' �kwliilSiRAVSwNF�[SnuYiSCL . M1cryr� TO SILDS ON oPPOSIT£ S[Df oF SNEM1R Vtv. 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T.a�`����.!1�tfl� Cuf,. : Z�1V�•5.,f a1G :t::v�ER- WTe:a1�iL ✓S � ----- - ---- -----------, -=--__ -----__ _ -- ----�, : �--- ��i�a�iyQ/� �as�.c� N�r��� REVISfONS BY �DE9i({N REV� � � � i � � � � I W N {I U o � �� v I a rn � a � �� Q I � U �O �� w � � P 4 s c 1.... ...,`s_%- ....__.� a Q �' W `? A W � I-�o� � � ' � a!`°J r �.�.7 � ;,• _ a '.1, �. Ca � � � O � ��� A�QN � ��� W � �� „I � d � AzW �o� � d' ~ � � � W � � Z ry� U— 1k � � � �1 �' + ' a�' � Det� j� � t��' $Cele '� � �� % _/ a0 DPBWtI �� � � Job �^�.,,,,r— 9heaP ^ / f P 04 � Q Shaete 0 ssxae nmxreooxxo.,aaw�ciaaimnwr. Siyr;5�7� tyJ� g g cv(lgiTy\ijT T+ uori niimG(SuuSieTH�oCXN i�r. IL �`YL�il�l� a7l�dli!�1J1.11�L wi�S3NAtte[coHHON �. oxrvFu,en-ueru wR �« sr�crus �css ,xnu a o<_ n n i.i vi�iF sours. u�iu sn� u er OUSE �/2 �nX (OR EOUNALEMj WllLEO WRN 80'S 0 6' O.C. EUGES, 11" O.C. IM pprvru tu pA[ oxru�V xotrs. untiz sX.uL NaT ec �nromtra{yEu, ot�Aourvcu, nuoiov suun» (u+N.) ,wo s/e• m x ro' ne5 w/,agza/is' ev's o 4e' o.c. (auowoatr s�iFa�e = ir,0000 �a�ru�irrn s,,.as. rvuo., eio�x �u nor.�zour�� �cs or o�.rw000 6�-ocr ».r� y 0-I60 P(f) USE 16� O B�DC SK1 W�I.ING, LiP1 & ASS 0 10'OC. o�Wowu55H�:t aEniT�ck[D io n NiNtNUH oi' 1�1cwnLL srupi uui�.ss �uoti.�rn: orrrnw�ft. o � os Nnr roc rise� wr�nr �otoowus euraoirm ro wror �..cc oFsruo ox wr�x srnnrs wa�vr sra�v u OVSE ��Z��CDX (OR EOUNAf£M) kU�D WRH 80�5 O F" O.L. EDG6, I2� O.C. IM 5 nY(nCN[DTO S�UDSON OVP�SIlESf9E OFSH4Ak Ptr. n�t XOCDOwkSTa BF IuSTntlt9 vry Nnu�ln[tUa[A's (uin.) avo s/a' o x io' ae's w/�s/re' ea's o.w' o.c Cui.owaeic sN� = s�cs. � . , T61-,N9 PLf� UR" ISG O 5'OC 9LL ,`WUNG 1N 2 ROWS SfAGGERm i/2', LiP1 k ��pg�agyy�___ : c�tibArlou SfLL curzs nup n�t �iuHluc N��antr�s Fenrviu� iti�e un�iiue rvo+ � AS5015'OC- fuGVAu[uSHnttuo>sEteUr+tAu�5ru4�ci�.�:r.n�.�ox�un:N[.vnevnrm�ouupni;er.-i:�!✓.n�t, �� ���L�C9X (OR EOVNu'FNi) NsfLED W!M 8D'S O 0" O.G EOGES. 11' O.0 IM - � N � '", O(MIN.) FFAI(ING MfA1HER5 RECFINNG £JCE NNUMG FROM ABUf1iNG PANELS S�Wl NOi '�� r, n wns� •r�.,H i. e�sEc c vc s, rc.. BE IfSS tiW� A SWGL 3-UlCFt NONiNV. NEMBEA M!D 5/d' 0 X IO' AE"S �., W/�XJ/16' 9P'S D IH' OC. (ALLCWPBLE SHUR � 350-J80 PIF) USE 160 6 5'OC - 3"3�' �' ' '� -- ' I Slll N.VIIMG !N 2 ROWS SiAG:ER� �/2�. LiP4 & AIS 0 t4'OC. "-- USE ��Z�%(OR EOUNnLEhT) WJeED WPH SD'S 0 J" O.C. EWFS, �2' 0.C. 1M ��1 (AIiN.) FkµIING MEMBEHS RECEP+ING EJGE fdVJMG FRON PBUi'ING PM't1S SH4LL NOT C bE ffSS 'iWl A SINCIF 7-INCN NON!k4. FfENBER WRH SiACCEREO M1NLIkG AT JOINIS `(� ,wo s�e' o x id ne5 w/3.rgs/i6' B➢'S O �e' a.c (au.owne� se&� - �, 38I-190 PLF) USE 160 O 4'GC SILL N.VLhG IN 2 FCWS STAGGEFED I/2' L1?! k �� ���� ���� /JS O 11'CC JSF ��Z�GDX (OR EOUN?1£M) I:N:EO MTM 8D'S O T' O.G. EOCES 11' O.C. IM � O(MIN.) fRAMMG MENBERS REC£MtiG EDGf WJ'JN6 fROM FBUT(ING PANElS SWVJ. NOT B£ tfSS �VLW A SINCL£ 3 fNCH NGMINPl. MEMBER WRH 51'nGGERED N,u(�NC Ai JOlNtS i nrro s/e' m x�z• ae•s w/�X�Fs/ia' ev's a re' oc w/s+Hc� r x Hou�wu. IIUDSlLL PiAlE (N10WPBLE 5{�FAR = qyi_6i0 W.I) USf 200 6 JbC SIl1 NAIIING IN �? 2 ROMS STACCERED f/2' fTP1 & NS O B"CC. �i usc ��2 GDx �oa raaivua�r) wmtv wim rcas o z' o.c ccces, iz' a.c. in� � � MM. fR4M1 NC IAEMBEkS R£CE7YINC D E NAIUNG FkON ABVl71NC PANEIS SNN1 NOi Q i ) EG I � � BE lfSS iHqk A SIhG:F 3-INCH NOMINAL lAFMBER WITH STACGEREO NPIIINC AI JOINiS ?ND 5/8' I% 12' A8'$ W�%J�ifi` 8P'S 0 iB� O.C. W/$INCif J' k NOMINAL MUDSILL P(AlF (N.LOWP9LE SiiFAR = 640-770 PIF) USE 100 0 2'OC SILL NAIfJNG IN 1 RON5 57AGGERED I/1', LiPb k A75 O 7"d'. 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AL , M'I✓ �Y::Se 5/B e SEi EPDXY M1YCHGR W/ 6� EMBEC. ;'10� ST:MWAI,i). // usr sMas v nrua .,s�s No.�cw,v (oe wu:vu[ni) w/io-sosi/axz i/z wooa scecws ro�wwwc rj'� uEMBfF h 5/8'0 SSiB20 W/16 5/8' MW. EMBED. GOF AIONO POUR. FOR DOUBLf PoUR USE 5/b'e SSiB14 � P4 W/MIN. 20 5/B" EMd£D AL7EANATNELY USE S/8' o SE7 EPOxY ANCHOR W/ 6' FMBEO. (10" STEMWAIL). r USE SINGSON MDUB-5051.5 NOLDOWN (OR EOUNPLEMT) W/10-5051/4x1 1/2 W000 SCREWS W/ AON J 1/2' � (�\� EuBE�IAENi IN IXI OFjZ POST h 7/8'0 SST828 W/P� 7/e' MIN. £IABEO. & e` MICN S7EM WAIL FOR MONO P8 PoUR. �OR DOUBLE PoIIR US£ 7/8�2 557834 W/MIN. 29 7/B' EAIBE�. @ 8' iHICK STEM WALL Y^�_^ Al1ERNATIVEtY USE 1/8' 0 SE7 EPDXY PNCHOR W/ 8' EMBEO. (15" STENWALL). � �USF SIMPSON NOUII SQST� HOiD0Y1N (OR EqU1VALENT) W/JO 5051/4X2 I/T W000 SCREWS W/ MIN 5 I/2' ENBEOMENi W�0 4X6 OFj2 PQ57 k I"0 S81xJ0 W/MIN. 14� EMBED M'0 10' iHICK STEM WALI FOR MONO % l �4�T1 ��� 1� POUR_ A�TERNAiIVEIY „SE i' 0 SET EPDXY hVCHOR 45/ 8' EMBEO. (95" 57EMWALL). � USE SIMPSON nDU14 SpS2.5 HOLDOWN (Oft EOUNA(E'Ni) W/36-SDSI/4X2 1/2 WOOU SCREWS W/ MIN. 5 I/2' EMBE�D- INiO 6%6 Orf2 POST & �"0 SB1 JO PNCFIOR W/41N. 24' EM�ED- AND 12" iHICK SiEM WAIC FOR � 4 MONO POUR & i;CU9�E PoUR. n,.iERNAiNELY USE i' m SET EPDX✓ ANCHOR W/ 9' EM6E0. (18" SIEMWALI). , � �. -K n :. e " ���. . a � - s ' •., �.�.,�� � � ��. � CE� '3ta4 (�=i � '�''' - '__ __ ,�- ""`" " ,�, ,�+� ,� � ry 4 ��� �"} , , ', i.' .. y, ,� !� P , l- f � I' i N f 1 ` � I � l � � i' i: a I a � i t' I 4 � i / r15 i Y � : 5 i� i { , �" ;� a , f� �,_. i � C" � : � � ; i , , _. ��� �� � , � �^y�. � i..-Y , _. ( _ '�...t�" "y'^�'w�`"' r - - �, _ :�. �.-.,•�---- . - i.a,-.,-i- .� � � � ___ _ .--^--•.--�� _ ... �. .. 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RtFI, C�J�N�� U�i�`.� ���,���*, L.�wER 5f#;rai;N �1:r� i�1r5 �� F�H7' !�:i�r � � P+�r�N —Q — Sn�AR Via\LL � �S`:Ne.11, � F-tO�f�-llOh1NS SGtiE�. � u- FtF1Ni�F2�1iL.=$ (��f1HR�Z+�Ri�' +��.'� _ � � _ p �r �.�' F��EG i Nt7fZT�i xas mixrcoauxo.iaaonc!Fanrnmre � �N� L1VEN�", SP. �Fti:r1 = f51��. ;,F� REVISIONS BY �flE,rcnr RE�, M�R, �I Ip � � ._. i � � �y V I Q V 6 0 � ', rn M w =I' 4 ~ U � O � �d � �� o^ � Z'¢ �o � � �� ai Y �'_ ,- I ^ � I� � w vi A ip a e: O , Qlm , z � x �- - y � � W T � � � W O w :� � � W ^„ r , No � Q v b W��� �1 �y �' m AZx �/ O �"� (� 1~h �y O .� �-�- WM � h+M � � � � � � a� N S 11J z oeeo �L7 aj �. S�a�a f �_� �a" Drewn %i!j , `�„ � JOA .ro...✓`"' 9has4 Ot � � heets !N1 R�c_�iGLitS �`.�f�;T� �; :�i�i 'n��', t�:-�7t=� ........ :.....-_ -�- - ��. 7fA rnw�'�'GN (��i C"F'Y�� -- >���iUu. Bi7nr�Fr� 7�Jic rr R�;�J }� j R'JOr MLrnH� v„� -"--."`- _, _.�..__ (ElSPANi;H Y�;.�,N R.29r=S� ����G1�Gl.�U 5PPrN3N 7ILE r��a� r-� +n�.-rcN <�� C-rrP� i �,�•^— �'O hlr§X. 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SEDROOM WINDOW EGRESS: MINIMUM 4YIDTiI & HEIGfiT REQUIREMENTS Gj�A�,j]�TTC �U'j'�' : ali new and existing building in such a position as to be plainly visibie and legible fron! the street or road frontinq �: oPr���gm .�: d�n a'+�. �� z i�,s z3 z3s za za, z, s zs ias zi ns za za. o. 3, � 3z z. 3a 3as aa n�i. ^re�v wr�nows,nvu c�nss ��oous i�z ni.i.c.o, siini i �n ooi �ni i� r: Ni�.u, :he pruperry. Said numbers shall contrast v.�th their background, shall be a minimum of one-half Inr,h stroke b , width 10 t0.i 21 2t S t � 25 5 29 39.5 3Q 3 5 31 3 5 Y Z' . .5 . . �' 110.+ ' two and ore-half inches high, and shall be either internal! or extemall illuminated in all new consWc;ion. - g.. '' 1TSt!LATr1]CIASS W!lli M\A l�.\'Al.l!L'ASS-1,1I'LI)()�JT111�f-.\�II...I'illl�.�]^.' . .. g���y �v . i. b a� .... ....Uio.a� - - ae.roxT seoa�on�nr,ef'7orrntsevirns . Y Y � w� �:�do� �3�-�� P�oP�a> „e .. ..p z��l ner9nc ai.o ao.o 3s.i su.z 3z3 3s-s ss.� 3a.z 3n.z s3s 3ze azz a�.s ai.o 3n.a zs_a zaa ze.a za.3 na n,a xss �ss ze.i zs.� zs3 za.e zas xa �uP. nrFck ���ai i s s�iow��<� NFwci.niwc, �c-vni.u�s��siini i Ho-r �ar, aiterations or repair ofexisting construction. The powerolsuch illumination sha�:l notbe norma!ly switchable. 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