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HomeMy WebLinkAboutPRJ01-0149 B01-0209.PDF , --_---.— ------ --- - � .a � . . -. .., .. �. ,. . .. � .. .�. Ir N. . .... .. � ., i ...v ,. . �..... �...T ... r �F r r . .. � r s � .� � A ..- . - . ,r -. .- � , . �.-...� v � . �r ' ' _ �.. � � ,. �.�t � i � � ����� `�yg � ` c r�y'r T � . . � � � `� " . � ' . ��Y�`f�R''� ,�^�',�A" „ , F � �. i 1 „ 1 F.��',�q\'�i • "n„°�� �"r(`.ri , j P ��'� � � ' � � ; '~ � f � � ' � k� �,r.`ra„Mryp`�;[' ,i r , .�,��� � , , � , , , , , , , � , .. � � \ (� l�'�h '1�����'�x i l _L}f Y� � �.w � 1 � �A���,��� , ' ' . �,�����,,�� , . , �rrp;��,�� , kr��� � ' � ..:�rk�� � � � � �C��N � aM � NI �JM MAP K�1��" . �.�1����`� n ,. ���4���L��,l � ' i� ��'���k�A��,.y�Y � ,i r ' �. L+L�'�N{��({ a � ' r�ly T{� ' ��� "G A}���3��4 � _ '{��4��y�S,y 4 ���� , � � r��4�,� � � � � ,������-�r.� � Y � � � , I� SKI BAS� AND RECREATI �N DISTRICT PARCEL �x���� ,� , , A PART QF PAR �EL 1 , �aL� �N PEA � ;,�_��� . � � , � �� . , �� ������j� � � � � � 1�A I L � � . � � �,� �:�� , : T�JWN Ca _ �: F�.��,��� � � � ,����� ���. � � ��N , � � � ;��.����� � . ����� �QU � Ty, co�o� �a � � �5ir� �?� ' � �� ����� �di� }p' Y � �I� +�`�i6�' I . ( .�e 1 '��I r �''��`���Et,. ' , ���,��,�.� , , ' C�IERI�I. 1�141�,$i , . " - w n����.' . � „ ' � ' , �.,�,n� � . y� .� kj����`� CERTIFICA710N OF DEDICA710ri1 AND OW1d1ERS IP ����i�'��,�'� � ' � 1 Dot� ot $uvvqy, i�,i�,� 15. 1�97 , 'o, ''�' ` � � _ , � ���, , i j � , f ,- , , ; ' , s u ,, � � /`� � 1�1 + �� �P �/�'���L� s 4 M�' OOQ � KNOW ALL PEOPLE BY THESE PRESEN7S that Vail Resorts Development Company, a olorodo wrpurat�on, ��� 1N 1�1 � 4� �. A _�.�';w�`�.� � z' ' � 6osis of Beor�n� N$9'4,3�44�W, �8�*9 (sek b��w!AM Q� fo�nd 3-t/2" B.I.1�1 oluminum CaP and o , � R' , � being developer ond sole owner in fee s�mple of ali that reol property ,aa��;�� , , situotad in the Town of Vod, Eogle County, Cuiorodo described as follows '�" ��� fqund rebqr p�td c�r LS�11#13. ' �, �t ;�k�,,���� Q , , � .. � � � , ��� >>.w . , ��'�yW�.g ' r i wtio s ar based on as�ial hot4 ra h ca�trol surveyed and flown , i� �x,. � , 3, 9osis of �iavatusn: Ep n 4 P 8 P Y A POf�TION OF PARCEL 1, GOLDEN PEAK '�F.I 8A5E ANG RECREATION GISTRI�T PMKCEL, � �wn �t ��il, � "''��s��a ' � �n late i991� ;h,�,.��,, Pan�l Point �lumb�r' 3 i4cot�d on �old�rl PsAk Sk� Ba$e and Recre4tion Oittnct Eogle County. Colorado, recorded �n BooE 455 ot Poge 934, more particularly descnb�a as rcuaws � ;�6�.,�. , . , - � �r�3�= � . Porcal 1; at4vc�tian.8�.24.$t� het. % _ , -" ' << ,�� � - � � - , Beginning at a po�nt whence the South.vcst �orner of the SE1/4 NW1/4 of Sect��n d Leors �4701'Z7�W, � �`-r�u�� - 1 � � , . 1�:�asata'r' - . � � � �4���r" 1438 67 feet, thence N05'08'16'E, 102 54 feet, thence S84'51'44"E, 3 OU feet, thence N05'08'16"E, � *�,�;} � ° � 4 NOTICE Acco�drny #a Col�ado law you muFt c4mmancs eny tegd action bas�d upon qny dafect in J r y �, - �a,���-,�` khis 8turv� wi�hi� thre+� y�tr's aftK yoN #irst disCOwr. 6uGh d�11ltt. �� no evt�t ma�t'�y 4Gtion hased '; 9507 feet, thence along the arc of o c�.rve of 4950' radws, the chord of �vhich bea�s S49'01'U1°E, �25G teec, thence along the orc of o curve of o1 G5' radws, the chcrd of wh�ch Gears N71'17'S4"E, 112 5u feet, thence �'� ��,'�`",�_� � �, Y � „ ' n � , , � ,{,��..�:� ,, � upan. �ny def�ewt �n thia s�rvay � cor�tm�nced 'rtwors,t�a�'t�r► �+pr'� tcan�tN» dq#� oi ;�h� ca►fifkakion t . , t � � , S85'00'38°E, 11 52 feet, thence olong �he arc of a curve of 1200' rodius, tY�c churd ��t wn�ch bears N05'�7'4o'E. � ,",��°b"� , ��W� h���, � ' , ` , , , , ,z� Y ,. ,` - � �<� 15 53 feet to a point on the northeri,� lin�. of Porcei 1, Golden Peak Ski 6nse ond Rcc�eation Distnct Parcci, tr�ence r,��.,,��'�`'� �� „ , , , , '�k ���:� ,7 � �,p.i ,� ' `"� �������� � �;, 5 The aittr�e� addre�a 1�. 458 YOa Voll�y QI'iv�0. +, , ; ., , , �� � . I , olong sad line S83'S5'28"E. 34 03 feet, thCnce deporting so�d line olong the orc of � curve of 148 UO''rodws � � � " � the chord of which beors S63"07'33"E, 31 44 fect thence olong tha orc of u curve ot f�0 0�7' rodws, the chord t���;,,a,�• - � ` ' , ` of which beors S24'20'43"E, 86 40 feet, tnence S05'08'16"W, 181 15 feet, thence Nb4`,t'44"W, t79 05 faet, � ;�r x,;;,�'��� , , , � ° ���'�� . , ` ''`��+��� , 6 Thia property �s subyect ko reatr►ct�ve cavenante as ca�tain�d in an inpt,rumont reco�d�d in kh+� Off�q� of thp Eaqle ' "r '' � , , �� �M�3 , thence olong the arc of o curve of 25 50' radws, the chord of which be�rs Nb4'14'28 w, 49 54 iCet, thenc� � ,:'�,�`� ' Caunty Ci�k 4nd RsCord�r i� Bt�c 187 et Peqe 51�. , _ ' : ' , , , " �� � �„j,A,t'� �,ia; , , , ,r,* N84'27'28"W, 2 45 fc:tlt to the Point of ElGC�inning, � �s � ���t���f�v� , , � ` ' - - � � - , , " � �',�t�.^„� - -� - ' '� x;°� � '� Ar� ., � � conto�ning 1 208 ocres more or I�sa, � �,�. 7 - Th�s propertX i� subpet to rs�tr�ctwe cov�no�ts os canta�ned in nn instrument recorded m the DEf��a af thm Eaglo � • � �`��,a� , , � , , . � , , ,r.��� � County GI�rMc and Rq�ccorder in �oak t87 c� P�y,. 353. and amandad �n 8aok 3�3 at Pass 492. y A huve by these presents lard aut, plottCd cnd ..U�a��+�c� tr�r 5amc �ntu �ar�ao�n����u��� � ��,�� .� �� ..c,r�rnon � r �,J,�,�,4 _ , i� �4a ��� - � ' f�t"ri. .. � � • ��.�k��•_ � This praporty i� subpset to rsatri�tiva eavananta as epatain�d m an m�atrumqnt reeorded� i� th� Of fk� of th� Eayle , , * �*� � � • �"' ' elements os shown on tn�s condo�7iinium moN �nddr tnC nome� ona styi� �r Guiden F�G�i< <_�� ,om�n���,,:. � , � a� � , �%�ra� ,a �� �,� � County Glork ond R�t�corder m 800k 45S ot Paqs '933, and ,amended �n Boa�c 48q at,`�Paq4 37¢, Qn�l wa�wr , , , , ', � �'��+� r ���� and does hereby accep t the responsibd�ty for tY�c completion of req�5ired imNroveir�znt�, �nd .7o�s i2�� y a��icatC .. ,,a re�r ond Docla�ai�on a�' udd+tional Cov�nants �ee+or�t# in �oo4c 4�8 qt Ppt�p 3��. � - �� ,A.��' ond set aport oll of the public roads ond otr�ar pubfic improvtlments ond ptoces as shown c�r the accompanNng plot to the use of the pubfic forever, ond does hereby dedic�tz th���e Fo�c,���s uf sa�.i rz��l ����,.G,i� � ' �f �� � . � � { 11 S ' 4. + i d h�r= i r �� � � i 4 � � i i � ^ ��,�� ` ` ! which are indicate� as easementy on thc occon�pany�ny plal as eoscm�nts for thc p�rµu��s s �wn ercin, ana����.. �.�';��f,v�� ,� � �,�;���u��, ' 9 Th�s property �s �ub�sct ta the tams nnd provlsions oP o Golde� Peak Condorninium Daclar #io , �ec.t�'dewcl in i e , � , � . Y,� d pr p� �I�,�. �Q�� M Qes�lt �]�,�,-»' �t f�Q���.. " � , , hereby gront the nc�ht to install and maintoin necessary ytructures to the ent�ty i cspurts�bl� fo� pruv�a�ng k,,,.�,�y;� , OffiGe O# �tia �a�IM ���ty C14Pk,pn R4G d�' , rt the serv�ces for wh�ch the easem�nts are est�bl�shed �����,,����,� � � . , t � ', , � , , � ` �y� �t � I l,� 1 � 1! ` ' � i � ^ � ,c T A �r�'����� � ;,��;"„,"�� 10 Vnd Re�orts D�eveFopment Gompan he�eby c�oakes. gra�lt�. ond co�n►Mys 10 th� currqnt ,ond iuturs owndN'a ol t�� +A ; �� �--^------ . i1 �,,` '"`�'�`��'�� Un�ta R-1 tMrp4 R-8 indusive �he Reaidentlol u�ft�1�, �nd thel� re�poc�ive �ucc�ssa^s Md aseigns, q�pelpetual . „ � ` , ---��7 �,�e4 �-w-'+-- <<�, �^�:,; �r � d m abied �dC�1Qf11C01. , _- Executed ihis ��� --- daY ;.i _`-�` , A L� , Iyyi a ��� non-oxclusive-�eQ�ment wrthin cartoin timitq�d or�am o/ tho$e pvr�i�ts��af tMle cc�t► a+tii�ium +�p 1 ', � �� ;, ��� �� ;�,f,.���;�� , ' , L G E -C-Spe �t�e_iQ" (th4 "Alechan�cai lioam`�� tar„th� purpa�a qf tha'inatollatiwt, use� rop4ir. replA�ent,�nt'`vnd � � � ` ' - , , ' ` ���� ,, r;�,;��'° � F ��, . ' momtcnonce a� t�ephono w#rea a�ich provlde c �inqlo �u�+�� �3�� tca'eoch Reaidentid Un�t, lt�path4t �►f�h the riqhi of � - UwNtR �u�i K�sorts Dc:veloprn�nt C„�npa��y � r�:'��x�d�`� �n r.�s and sg�eps Th• on�semant �iqhts grnnt�r! h�r�ln ar. for thu soJ� and sp�ctrc uW �tqt�d �n tht11 G�n�rol Nate 10, � � $s� q A Colorada Corporat�cn �; �}��Fii1�,�+y pnd the �wneirs Qt the Ras►dent�al Untt� �1'+d! how nn fl�ht ta usa the IJe�hOnica Roam fW��ny othlM" �Qu�(irt��nt. uRO , n� �n�CA� P O Box 7 � �� ! or purpo�� at any klnd � na$uro`whatsqqwr txcept ae !ed torth in this (��'41 NoE� tQ, ' Vad CO 81658 � ,�;�it�-�,� Land Titlo Guerantee Compony does hereby cert�fy thot th� title to oll lands shown upon this Condominwm Map � ��-, . , lu,f �Fylx3, - �, � ,;:�,,,r� _ � fne a d clear of dl �l�enai�and tsncumbapn as. sxc pt os�folloWa �P��� �d thot t�tle to such fands is � � 4's a;:� en ���,� ` / � � h„� r��±,' Y ` .1�=- - �5���1;�;,� t t V�+I R�gort• pavelopment Company horeby� creatp�, grpnte and conv�ys to thp curront end futu�a owne�� a�d thR� respectwa � ���''�'i �` �� • �"'� �"L�. "��"_ *' "'�"�' dY - ------- -- � �-�`r�+�a" emRlQye�rs, ag;+mnts �nd tenant= (c�d ths employeva qnd oqenis of �ucM► tmr►ontr) of th• co�merc►al un�ta d�stqnated C-1. C-2, �-`' �8�� - __ Ci...g� , - ;. � J C-.3. C-�8, C-�7, and anY suba�quont rarsubdfv�eion ther�ot, (the C-Unika ), a pe�petuot non-ex�l�sivi�qsement �n, acr�osa � `p � ,;�F�S r s of in res� d �ss tct tfiose oxt�on� ol �,��„1 I n,✓*.�,-L-c.-,r�-� ,►w�' � T�tic: '' -r�------------ � ,�a,�;;�?�:�� � nnd throuqh c.rtoui port�ons of Uni! C--4 of thi� condorr�Mium map for th� pu po • 4 �n ag�' P , f}�� �Q. �F�,��.�f4 th�s condam�nium map dos��natsd LC E.-C.-LS►qdu+4 Dock ( Laad+ng Dack`) ond for th� tran,�pv►t of fr+�ight. suppli�ts. stock and � � r� ,f z� � �;;�-w,��w,5 ' mo�er�als betweyn the C-Unite and iht Loadir►q Dock, Ex�rcie� of the �asemwnt riqht� conta��d h�ref�n �hqll bs q�Ccompli o a n �;�.�>�„�� r.ec�onc�ble and prudent mar�nar so aa not to un�soaanabiy �ntert¢rt with the act�atlsi �tth�n Unit C-��. , `i*.���,,. a � ��''�,v� `.:TAft vF CULukAt��� ) ry{ � r„' kJ?^'q �.,5 Doted this � t �uN i r uf E,���l t_ ) � � �r a� � 12 Vcs�! Resorts D�avelopment Compony hereby craAto9, qron1s o�d conveys to The Vo�l Corporot►on, p Cala-ado corporotion doing �day of _....__,_...., A D, 1897 a, ��, /'�� � ;,� ��d•,t� bU6�t10�i& Q6 VUd ASBOG14ta, InC , �t8 8uCCesBO�R Cnd OBS�9tt8, o p�rpe1ual non-nxclusiw ea�ement 0�1, QtoU�1d o(ld lh(ou�i 1110qO Trie ��tcy�.��� y i�� >t��,�+�ent w,�� ..�� ,�io� � � �cr i� ��� tr��: ,� _ � � �`�,� purUons of thm build�nq with�n this condommwm mop coniaimnq c�rt�,m wct�r and gas tu►es, apecifi��lly water � � ,� � »,,�; � i��1���;�,��tr� Unes c�nd qcas line� �rh�ch suppty wat�r cind qos to adp�ent property, which �osement ehatl b� �sed Land Tit e GuaroMee Cumpony -' ^_ �j � � �� „ � , ° °` � n ------------- "�_ �'L`�' j„I�Y L J�' � '7� I�J! L,, ,a.C�i.+�'_J�-_ - --�---- -°- -� - , ` `�i�'�•� �" for the purposo oi rnoinlamng, repar�nq ond r�ploc�ng �uG'� woter and gas lu�es Notwithetand�rtq �uch conveyance of epsemant, v � __ y � 1 Y , ' BJ _ _.._��L_��--�--.�'---- vf �Uil f:C., ii. U�.�GI_�.,ffic�il ..UiII�J� �, .7 V� � �, ;��ft;; Ths Vd� Co�pcuation ►� undar no ubl►qotion to mcmtoin. repa�r ond/or r�plac� ouch wat�' and qos lu►sa. � „��,� , �t�s Mo��naq�r.r~ � , .+,tiF% vli�tne�s m� t��r�J �.,ri,i �tl�, i..� �c�,� � � f' �}` 3� , 1 °'" �'�t�r�} 13 The total re��dentlal d$nsity permitted on the lond9 zoned Ski Bos�es/Recreation D(stnet (1he "Goldan Peak Lunds") purauent to - � �+��%t __ � �� ��J�__ � ,,`j. ;�ft'�;�s Sect►on 18.39.1&0 of the Nun�cipd Code ior the Town of Vad, CWorado is six multrfam�ly dweiiiny unita. Such s�x dwell►ng un�ta� My c�rr,rni5����n :,. ,�r,�., _ - -- � � ��°`� ,', , '„ .,�����y oro hereby testr�ctpsl, lim�ted an4 oss�gnad to the lond conta�ned within thia condom�nwm map No add�t�onol density righla fqr the _ __ _ _ �"�` '°���� p t or srmittsd b ihis condomin�um mo I�preowr� for zon�n ur o�ss, ParcN 1 oi which this ������ ^ ���-�~�� - � r, i,.��, Golden Poak �,artde or� creo ed p Y A 9 P P � �' ���=n, condomm�um map is a part) ond Parc�l 2. occarding to the mcp of Goldsn Peok Ski Base and Recraa!►on Diatrkt PurcN rscordod �n N�L�J�y ���L��� U ►o ��� �; �'� 8oak 4�5 ot Paqe 9�4, ore to bo trsalod os one lot with no mar� than #Ix dw�llinq unitt ollow�d qn th� combin�d a��4 at the ZONING ADMINISTRATOR CERTIFlCATE ; � �'r in� ` +�°' ;��,1 h " rr, ,j ;ry�,",� lW0 1018 ` , r ^��,,t,f� t This final plot ie hereby approved by the� ml of Vofl Zoning Adminiatrotor • � ; �'a�T� rI_ �� s' '��' 14 The grants ar �e9�rvnhana of eosu�monts set forth on this plat (cuuact�vely, the this 1 W �doy of _ �4� � A.0 1897. �, wL?i'�� "Eosements') sholl Enure only to the banafit of the benef►clan�� thersof a�d the►r r��ptct►va '� '�. k'iir`� successors and oaaigns (coilactively, the �6en�ticlar�es") Nothing contoined in the � � � 'a �� * Eaaem4nts shetl confer upon any p4�oon or entity other than ths Banef�cior�es any �iqht to ATTEST � ,a ti,���� S �i � � . �����a,x ben�fi# from ot onforce the Easoments. The Benefic�aries aholl have the soi� r�qht. power ��a= ^�'°��� nnd out�prity to amend, suppl�rr►ent or madrfy the Easemonta by wnt�en �nstruma�t �� ��� - ---- � a � = fi �"�� rocorded tn thQ r�cords o� thd Eaqlo County, Colora�fo, Gerk and Recorder. , __ ______�_,---- , ,;,, ,,,�,� , Town Clerk 0 lny Admin�Nrat :��+�t4t� z�..r< 5 G�s�; i��=iG,�,lt Y, , ' „ '� ;h., r 1 5 Va�l Re�or t� OQ,r a l u p m e n t C o m N a n y, o C o l o�a d o c o r p o r a t i o n, h e r�b y c r e o t e a,' Q r q n t a o n d c o�v e y a t o V a d ; ��` , T q w n O f V p d, C d o r o do ��l ORPO own of Ypd, Calorodo � ,�., i,�,�c,�r ��,c�i y ir�ui i ��u� �, �- a�:.i<r� �.a ,��,� � �<_,�.� �,, ��„�.a „�� �� ir.� � , � � �� � �� � Assaciates, Ir� o Colorado Corporallon, a perpatuat non-exclusive eosement ond righl-of-way on, ove�, , , y � �w"' _ J . �a ,^ � and across thase portions of this Plat deaiqr►ated 'Utility Eos�ament" for the purposai� of the follow�nq, tr�at in�s condorn�nwrn r,���, �� c�,,� ���r�- � .,,� , �.�r,p�e�c u� �a+� ��-t, � 1<<<<�. �a � �' - ' r � ��e�' t itotion• A u�fn , inatailin , conatru�ti»g, mt�i�tolning, operqt�nq, repglriny and hrr�or�, tr�at sucr ccnciommi�rr� ro�F� «�,, .�� •���n ��, ��4cu�ntr _���,r, c i � , �, , � � r �.��� � ' �� �;t,� and withou Ilm O 9 9 flly SU��fVISIUfI Ufld lGffCC[�� ShuwS ihC Y�J' :�1i�.li �(iJ .c�L� .l �v� .�t�v(1 �fi.l �7����., . � f � il i�_ ���f��.�r�., �' � `�� repl�cM9 drQineqe, weter and utUNy tacilitiea (and appurtenar►ces thereto) of any klnd o� �� � ` � 41QfGE:�S aQSGITiCiItS O(lCr Stfbtl�5 OI IfIE. �,�,1�1�.f� �''d��h ��U��Uv�(Tli(ll�lff75 �� i(iE! :,.�fT'c .(r .,t.H� _�� ,. i(1� �( �� i,7 ��, >-',�,,# noture whetsoewer,�inolud�ng but not limited to, atcx�► `dranag� facd�t�es, fire hydraf�t� and "�'� � In CJm�l�IOfIGe wltfl uppli��bla rZ��ulJfl�l� ����..II�11�� (f�C Si1U�7i�I51JCi �i Ii�il��� �� , � ±„�T,"� relaie�i ika protect�on dev�c�a, sanitary s�war I�naa, woter line�, und�'9round slectri� linss. _ corr'�pli�nc� w�th CKS-S:.�B-33 3-"'uy � `k `" y� �� gas I�nea�, commun�cation Iines (t�la�phone, Gohls tatowsion, ftbar opt�c, ond athsr �ERnFlCATE OF TAXES PaD �n W�tn�ss tn�rror � t�avc sCt my n,����� > > �.,�� ;���' _ r I_— UJ� �,r �-"►'r �-°W°�=• '�� � �; ,�,1;,� ° -- ------- - , , .,� communication tncilii�es) and (B) dra�aqe of water°Now�ng trom other landq, ta�qelher � , � ,a, with p ptrpetuql fiqi�! of ingresa and oQrese to Ond #rom such Easements I 1he undersi ned do hereby certrfy thot the entiro om0unt oi toxes and assessments due and pay�oble os of W , ° ,�" � � � � � � Z�Don o►I Porcels of reol estate descnbed on thi9 Condominwm �lap are paid �n ful� �C...�',,�.,;(e � ..,_ i"`'��--Y.-�•.+-�---- ,, �,� do of A 0 . 1997 � r�� _, , . ,`, , , „ l , ���tJ�``� 'L� ' �, , `f"�' 16 For purposes af 1h�s Gendral Note 16, the lands shown on sheet 2 of this condominwm map as Doted this �..._ y _-.-. � '� °y"� , ��a- �'�-r� �" r iiJi� r �r�.,� r�. �Y. J . a ,� _�"��. `,f � �i+,w e� 6 , � "Go►dcn P'eok Condom�mumy" and mor� porticulqrly descnb�d in the Certificate of Dedicotion ond Ownarsh�p of G--" � �� �j'�"�y ���''J� • � � , ium Londs Exce t for th• Condomu��um Londs, no po�tlon °,a ��Y}w `� �� ' , th�s candominium mop ore colled tha Condomin P a w� � �� �� ��� of Po�cei 1, Golden Proak Ski Bose and Recreation Diat;ict Paresl, acco�du�9 to ths mep recprdsd in Baok 455 , asurer of Eagl ty } , � - '''° � �3 ��s ._•�.a�.,.o ��; a �� �°�-�� � � 01 Page 9 3 4 ("P a r c e l 1') i s e u bpcted to or qffeclod b y the condomin►urn regu�nt cropted by th� Golden Peok ����p �� ' �� :� Condominwm D�cioratian (see Ganerol Wote 9) and thie condominwm mop (takan toqather, the "Golde� Peok '� - µ , ;`�"�� ' , � ���,t, Condom�nwms�) Pnrcel 1 excep1ing tharefrom the Condomfnwm �ands ia iree and clonr oi, separote ond dlatnct � r' y � (�� ,� �� �� �.� .,# � frum ond in no way or mor►nmr a part o f, t he Gd den Pe c k C o n do m�nwm a , � ��� �� � ������?y..� �i � r`='�',��� `� � �91 °" �____�� g, „ ,� �_ , CLERK ANp FlECORDER'S CER7IFlCATE • .n '�, �� r� �`'t� • _�'.pL.� , �_ ' '�i � ,� 7his Condominwm Map was filed for rocord m the office of the Clerk 4nd Recorder at _ __�_,o clock �>.>� �, on this y of _ y p �3�J �S y r��_�� da A D , 1997, ond is dul recorded under Roce tion No � `4 4 � � u � u� Bo4k���_ 9 -�,!� — �^ 7 atPae , , , , ,. � "-'' ' — — ~S— `---------r��r-�,�'�C�+'.a _ .M , � << < - Clerk a�d jtecorder .��, ,• �.�y, °�, �'{ . / G'� � - r. , �; �� � '°H t A� -- i��: �t�� "�s` �,�y� , .., -" �y� � , , , ",, L �r DeputyT ��� -�h�'.;�� �' J � ;x�� x� r�„ p`�Gt.NNiw�+� ��; ,� ' _� ,.. - , _ . i `p't?�' . > ...w.�,.,.........W,...,�,.._ _...�.... _.. . w. _ _ ._�.._ _ .._�_.��.W....., F � h[ � S i it`s � `7 - _ �� _.��1����r ,��4.��L_�,�'.___--_ � t� ; - �, //��'T1 _ _ �.�._._..�...�...._..._...___..____- , � °��F _ , ,,�y' G.� ��i / I �,.t a_ i r , _� / �'�' i , , ,�.� � � SNEET 2 �. _.._�_..._._�� �,� �� ' ' -�, � � , , � ��; '" � � �, SHEETS 3 — 7 ..��....__ _ _ �..�.�._ � t . , . � _ � � �; ` � �+ -� . - � �� �3 � SHEET 8 — 9 -__--_.- --�-- � . �, _� . , � � � � , . . , E � , �. . f: � .�.� , ,. ,,_ , : , �� '�, r� ' .�...._.w.�uW....... .,� �.M , w � .__ _ _ _ � __�� .. s , � - s , �,j � I �",.��� � . � , � , , ' , t I -�"� e[i � � ' «�..�,.�..�..ti.���.�.,w... ..„_ _ _ �.. . . �. . . , _m _ ry " � ;'4'Y�t�.,a'�i»f Ct , � ' � ' " , I ;,.�''4i� �Yl1fi:II�d#riYTwY � � W fr T��S�,'� � � , . : � ;{rv " " � ' r " + 1 A i;�+ ` � � ' � i ' ^ t i � � � ,4� ! < < i i Y � � � � i � ..a w..+, �.�a�d �n�,r� 3_tnw.taJ�..�a�n.-.� i.., w � .. r ' � _ _� _. -� . u>e .a n. u� a�i�.�.w ��v _,,,.,,__ .� ..- n ... ` _ _� _ _ y ' I �» r y sy '�!�'��J ,y�i,, .'�"'y';w^�r�+R���'"'Fi*'iaer'I`y^'P,""�a. 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' ` � ! i � ' �. , , � ; �r�J��t �I� t� � ����1 ��� ���� � i��I�x t� �I r� � i� s S egerb erg Mayhew � &Associates Architects OUJN�R �4RGHItEGT ST�UGTU�AL �NC�INE�� MECN�,NICAL D�SIC�N / }3UIL.D �LEGTRIGls�L DESIC�N / �UI�.D YAIL RESORtS DEVELOPMENT COMP�4N1' SECsERBERCx MA�r'NEUJ � ,4SSOC. MONRO� - NEUJELL ENGsiNEERS ENCOMPASS MECHANICAL COMP,4NY ENCOMPASS ELFCTRIG COMPANI' P.C.-A.I.A, ; P.O. Box 959 ARGNItEGTS, P.C. AIA 17�1 ulynkoop St., Suite 200 �431 Metcaif Road 910 Nottingham Road ' Avon, CO 81620-f�959 1000 S. Frontag� Road UJ�st p�nv�r, CO 802�2 Avon, CO SI�o20 �4von, GO 81620 i 13"I SENCHM,4RK ROAp vatl, GO 8165'1 C3�3)623-492'1 l9"10�9�9-I"14'1 C9'i0��9-6095 ; SUILDfNC-� C01��: AVON, GO 81620 C9'10)4'16-�4433 (303)623-6602 Cfax) (9"10)8�F5-'114� Cfax) C9"I�}949-6399 Cfax) ' UNI�ORM BUf�pINC� COp�, 199� Eplt(ON C9�P�)8�5-235� (9�0)4��0-�4608 Cfax) Jim Ness Rick Turmel � ����f��C����� ' C9�0)845-2358Cfax) Jim O Hara Dona id Schief�reck,� ARCHITECTURE, � CONSTRUCtION MC�t. �4m.� COYER SHE�T PLANNING, INTERIORS FIR� p18TizICT: Y,41L RESORtS DEVELOPMENt COMPANI' �41.1 ARGHItEGTURAL SI1'� PLAN V IL FIRE DEPARTMENT P.o. Box 959 �42.1 EXIStINC� GONDIT(ONS / D�MOLITION PL�4N Main Office: Vail, CO vOt1, CO Sl�o2(l>-�359 ,43.� ARCNITEGtURAL � 00 1000 S Frontage Rd W, #300 13� BENCNMARK R0,4D L R PLAN Vail, CO 81657 OCCUP�NC�t' C�i�OUPS: �4YON, GO 81620 ,432 A�RCNITECtURAL R��LECtED CEfLINCs PL�N Tel 970.476.4433 � W�CCIL �t]p l9'i�)845-2354 �C• ►�� =�5� C9'im)S�f5-23581fax) Fa�c: 970.476 4608 �CC. Cc.�S � Jg-3 Pat Nlrn a3� ARCHITEGTURAL SCHEMATIC �LECTRfC,4L PLAN �4�.1 EXt�RIOR ELEV,41'ION, S�CtfON � DEtaILS Denver Office �910) 8�5-235ro 1617 Wazee Street, Suite C2 � CONSTfi�UC7f ON T�'P�: �4�2 EXtERIOR ,4ND fNTERIOR DET�ILS Denver, Co 80202 � T�t'PE I I, ONE-HOUR Tel: 303 623 3355 Fax: 303.623.2262� ' NR�� StORf�S OVER BAS�M�NT 51•1 C��NERAL NOt�S/ SEGtIONS � pEtAiLS � BUILDINCx �ULLY SPRfNKLED 52.1 FOUND,4TION PLAN int'o�a smarchs com www.smarchs.com � S22 ROO� �RA�MINC� PL�4N ' �2�G2U I�'�D SEP,4�2,4T f ONS: A2.� to �2 = i +�ou� Town f Vail �2., T° B' = 3 "°u� REMODEL 8c ADDIT • �, To 82 = i NOUR I�N T� . OFFICE C�PY RECE,v � �� � Bi TO B2 = 1 HOUR �� , . ` JUL 2 � 2001 9 � i�ROTECTION O� S1"RUCTUR�4L �'�4RtS TOV-COM.DEV, , - � -�C.�- Co-f4 DIYIDU�4LL1' IURAPPED UJITH C��r'PSUM B0�4RD, i - HOUR C��N��fi��L. NOT�� FIRE PROT�CTION, �OR �4LL STEEL COLUMNS, mar f th UJ rk: UJork to be p�rformed consigts of furnishi�g all labor, materials, �cjuipme�t, devic�s and sup�rvfsion r�quir�d to complete the genera l, m�chanica 1 a�d electrica I work for r�modeling SPRAY-ON, 1 - +�OU�2 FIRE P�OT�CTION FOR STEEL ��,4MS t�h� existi�c�, structure as shown on t�he Drawin s a+�d �oted hereln. . ,4t PRIM�4Rl' StRUCtUR� �4ND CxIRDERS, EXtERIOR UJALL g UJork Not fn This Contract CN.I.C.): Coordi�at� with th� Owner at�y and D EXT�RIOR 01���'NANC�s LOCAtfONS, AL� }�00� B�AMS, a items of wor not in t e co+�tract, work to be perfarmed b ot r or by Owner and items w�hfch will be furnish�d or installed separate� S � , Sfi�R,41'-ON, 1 - �lOUiz FIRE i�fi�OT�CTION, �OR �4LL METAL from the Contract. �LOOR DEGKINC�c AND MEt�4L ROOF D�CKINCz, : i�erform aIl work to cot�form with ail ^ ; appitcabl� codes, ordinances, covena�ts and loca I interpretations " � thereto. Contractor sha Il obta i�n and pay for a il n�c�ssary f�es, ' permits and taxes. � ,4fi�Cl-�f t�C7URy4L / 5�'fi�UCTUR,4L �='�4CK,4C�� : Us� an ade uate r�umber of skill�d warkme� who 0 � CONSTfi�UCTfON DOCUi"i�NTS �Ofiz T�IS UJORK INCLUD� ar� thorou hl trai�ed a�d �x �ri��ced in the n�c J � p essary cra fts and who ar� comp �t�ly familiar with the specifi�d requir�m��ts and the I� ,4RCNIT�CTUR.4L 1�i�,4l.UINCxS ANI� l,Ur'ITT�N m�thods ne�ded f`"or ro er erformance of th� work. , �'�Gf�ICATiONS �4NI� STi�'UCTUi�,4L Dfi��4UJINCxs TI�,4t ,4i�E p p p Manufacturer's S ecifications and Industr Standards: Product � NCLUD�D IN TNIS P�vINT S�'T. ha�dlinq, protection at�d installation of a materials manufactured items ar'�"d ec�uipme+�t to be in strict accordance wlth manufacturer's : or i�dustry agency s lat�st recommer�dations and s ecifications, , p 1��SIC�N-SUILp M�CI�,4NIC,4L DR�4UJINC�S, D�SIC�N-�3U(LD Site v' : i°rior to submittal to bid, Co+�tractor shall visft the � O �L�CTRIC,4L DR�4UJfNC-�S, INT�i�lOi�S �fi�'�4l�JINC-�S, SfC-�N,4C-s� site, and to ether with the Ow��r thoroughly i+�vesti ate existinq �4ND �OOD SEfi�VIC� p}�',4UJfNC-cS ,4R� TO �3� f�ROYIDEp conditions, s ecial requirements a+�d procedures to�� followea. �31' OTHEi�s ,4ND COORI�IN,4T�p UJIT� TH� OUJN�R, �i�ld v�rify imits of cot�struction. � � Enviro+�ment and Pro �rt : i°erform a I l work tJ�rou�hout the pro`�ect � O — n�cessary to imit po ution a�d to protect the existin 5urrou�di�g ►-� � environment. Protect all existinc{ surfaces and el�men�s not �,,.� O desic�nated for removal, f'roviae ��cessary t�mporar covering, � � � safef"y guards and barriers a5 r�c{�uir�d. Go�trol sit� �cce5s. ., � Remove debris a�d waste materia1 as the work progresses. Maintai+� � � , - f t�he premis�s in a neat, saf� and clean condit�o+�. �� � � I� I� � : Locat� and protect all existing � � G� �J�JI��V I C� � I 0�15 ut111ties prior to begi+�+�in� work Mai+�tain existing structure in a safe and weath�r-tlght conditio+�. � - '�Y '�� BAP 60TTOM OF FOaTMG DPR DAMPER fAB FABRICATE r�y„g. Cs6Agg gLpCIG LAV LAV,4tORY N T.6. NOT TO SGALE 'd'�� '4�������p��-�� BA.S BOTTOM OF STEEL OR BOTTOM DP DAMPROOFING fi8 FAGE BRIGK GJ.U-LAM GLUE-LAMINATEp TIMRER L.H. LEF1 HAND Np NUMSER �T�'• AUAAITITY U9.C. UhlIFORM SUILDINCs CODE �Il..°�d n ineerin : Pr ior to constructio� f i�ld veri fU a 1I dim�nsions �� A.�°.0 ACOVE BtJgpgNDED pF gLAB DL. DEAD LOAD fA. FACS OF Q.T. QUARRY TILE SPEG S��GIFI�GAtION!8) i GEILING BAAU. BOttOM OF U�ALL DEG DEGREE FA.C� FACE OF CONGI�'I'� Cs.B. GRAB BAR LH.R. LEFT HAND I�YERSE UM,G. UNIFORM MECHANICAL CODE J �,,, ` '� '�E� BT.U. BRITI6H THERMAL WIT DEM DEMOLI5N,DEMOLITION FA.F FAGE OF FINISH � ��E,GRADING L LENCsTH 8f°C�.NT 91aRINCa POINT up,C, �µ�p������C�� C1 Y1 4° �.°�/G7 t I D�l ai. sta b 1 i sh a nd ma inta i+� benchma rks and other ma rkers v1 CsF.R.C. GLA93 FIBER REINFORC£D LW LlrsblTUIE�GHT � �Ai�E ILON UNLE88 OTHERIUISE NOfED t0 Sl..°t �IYI�..°S a+�d levels Por the U1ork t��eded to properly Ioca te a I1 33 PANEL BRZ �RONZE DMt DEMOUNTABLE FA]'t PACE OP MA90Nlt1' COFICRETE LIUG LICsHT�EiGNT GONC�TE �� ��u� RBT RABBET.REBAI'� g�. `�Ai��00T(�EET� URN URINAL AC ACOUBTIGAI. SLpG B1J�Lp�NG D DEPTH,DEEQ FAS FACEOF9TUng �y� �y�� LMgT L.IMESTONE �'�• �C��R(g) R,q� �p�� gT.S STACKEDgTUDg el�m�ntg fOr t�'1�° pr0Li�°Gt. Calculate a�d measure required dim��sion5. � AC•T. ACa871GAL TILE B.U.R 6UILT Up ROOFING D.RB. DESIGN REVI�1 BOAt� FAg FASTEN,FASTENER �p �p�p LF. LINEAL FEEt �� ���� g°�• gtA��Bg g�� Report a�y and �f 1 discrepa+�cie5 to architect prior to demolition, AGR ACRYUG pLA871C DTL DETAIL FN,p, �flhllh�NAPKIN DISP�N3ER O.JBt OPEN-1t1�8 JOIBT � R��LROAD TIE lTIMBEFU GT GROUT LNTL LINTEL Bm BtANDARD �� ���� ���+ p�AGONAL FN.R FEIMINIt�NAPKINI�GEPIACLE OPP OPP031TL i� RA�NW,4TERCOIJDUCTOR 8TA STATION V.B VAPORB,qRRIER C0�1gtrUCtl0�1 Or i�stallatio�. ProYide all temporary bracing, shoring� �j , ADN ,4DDITIONAL CsA GUAGE LL LIYE LOAD RCpT ��}�q�E 8.� g� VAR VARNI5H �{yl�l OI" oth�r m�a�s to avoid �)CCC.°5311/L.° str�sses a+�d to hold ` ,4DH ADHE5IVE qIAM DIAMETE}2 RJ FENCE OPk{ OFP031TE F4AND CAS C,A6INET DIM DIMEN910N rsYP G7P�p� LVR LOUVER RpIUD �DUJOOA gT gt� YNR VENEER AD� qp�q� FGL FIBER�LA88 O.D. Ol1tgipE DI,4hIETER �. �E�H� �ER TO: YT.R vENT THROUGH ROOF �, /�I� , ADJT ,4DJUStABL� C� �UMIUM DW DISNUlA9HER F.v. FIELD VERIPY Of,BAU. OUTSIDE PACE STUD IUALL �L I�FLECT lED),IIYEJ,IORJ gt� gTOR�4CSE lY) v�RIfiY ST.rI�{G�Ura� l°��°m�°�1t5 in place during GOY15trUGtl0�1. L—l—� � ��,� CANT GANTILEYER DfS DISPOSAL FIN FINISH lED) HBD HAI�DBOARD O/O OUt TO aT g�p gt�p��N � A/C AIR COND�TIONING �T ��T CED) piV pIHSION FF. FMIgHED FLOOR NDW H�DWARE MH MANHOLB Od avERALL �� R�RfCsERATOR vaF. YERIFY IN FIELfl ��� �R MANUFACTUI�lEI� o� o�e,��,o�,�+E� 8� g��"�'� The Owt�er w i I l furn i sh t�mpora ry pow�r a nd t PR DOOR FA FIl�ALARM NU�D HAR�WOOD RECs F�GIgTER VERT VERTIC% '�'� '�A� C.I.P GABT-IN-PLAGE DBL DOUBLE F.Bt�C. FIRE BRICK Np HEAp P1I�B MARk3LE REINF REIN�ORCE(D)(ING7 8�Q7 g���D V.B.J VERTICAL SLIP JOINT , , , � MT. MARBLE TILE RCP I�INFORG$p CONGRET�p�PE S'�'M BYMMETRY IICAL) VEgT VEBTIBULE wat�r for co�structio� purpo5es. Contractor must examine existing '�'T '�'��'T� C.I. CABT IRON DA DOUBLEAC71NCa FE. FIRE EXTMGUISµER HDR HEADER M� MA50NRl, !RJ �MOVE 8YN SYNTHETIC VM YINTL �lectrical conditions and Yerffy that his use of ower wi II I�1 Yl0 Ula i �� �g�T���T� C.B. GATGN SA31N DH. DOUBLE HUNCs RE.C. FII�EMI�UI3NER CABINET HTR NEAT�R � lC) CAULK lING) DTA. DOV�TAIL ANCNOR FN.C, FII�HOSE CABINET NTCs �IEATING MA ��"�INCs lP� PAtNt(Ep) f�Q REG�uIRED SYg SYSTEM y�„8, y�HY�gqg� `� CDR G�DAR DN pOLLN �PL FIl�PLACE HVAC. HEaTINU/�NtILAtINCs/QIR MaTL MAT�RIALl9) PR PAIR REgIL REgILIENT V,C,T. VINTLCOMP031TIONTI L E dama ge the e x i s t i n s y s t1�e,,m� . A t o i l�t w i l i b e d e s i g n a t�d b y t h e J I AIA A M E RI C A N I N S?I t U t E O F C L G C E I L I N C s D S D O I 1 f J 3 P O U t FV.C. FIIQE VALYE CstiBMET CONDITIONINCs M'� M A X�M U M P N L P A N E L R E T R E T U R N YF, VIN7L FABRIC Owner for th�.° 1.15<.° 0� U101"fVll�.,°}�, ARCNITECTB C�1 CEMENT pl�l DR41N HD. HEAYY DUTY �� �CHAdJ�GAL P.B. PANIG BAR RA RETURN AIR T i C B D T AGKBOARD v,T. VIN7L TILE � A.IS:C. A M E R I C A N I N B T I T U T E O F C C E N T I M E T E R!S) D R B D DR4INAGE HOARC � F���� HT HEfGHT M.C. MEDICME GA61N5T Pl.p. PAP£R TOWEL p13PEN5ER i�V t�V$R3E,f�YISION VJL�C. VINYL IUALL COYERING � STEEL CON9TRUCTION C11T. GERAMIC MOBAIG TILE DT. DRAIN TI1.8 FR.T. Fil�-RESISTANT TREATED 7EL TEI.EPHONE P.RI, Fli�-RETARp,oNT H.C. HOLLOW CORE �`tED i�DIUM PfR FAPER tOWEL#�CEP'TOR RN RIGHT F1ANp V,J. V-JOINT CEDJ T m ra r ►1C�O UI" : Provide tempora ry dust and d�br is MBR h�MBER PAR PARALLEL RA.W. RIUNT OF WAY 7Y 'I'�1,.�YtBION i RICAN Nq71qVAL STANDARDS CT. GE�t,4MiG tILE �wR DR�4U�ER p�X p��� HM HOLLOW MEtAl. 7EMP tE1ypEREp,7EMpER,q7URE t..°�'1C OSUI"4°S to sea l the work area from the r�ma ind�r of th� �xlsting INBTITUTE CNAM Cµq�E� PWCs pRAWIHCs FW FLAgHMCs H101¢J FIORIZONTAL MH N�h1BRANE P.BD PARTICLE�OARD R RISER T�. �}�Qq Cp,r,rA � AS.TM. AMERICANSpGIEt1'FOR7E3tINCx GNR GNIZOMIUMIPLATED) DF p�21NKINGt-OUNtAIN PLX FLEXiBLE H8. H03EBIB M'n- METAL PTN PARTItION R.D. ROOFDRAIN Tz 1.�RRAZZ� facility� Provide temporary enclosures of plywood and �lastic . ' /►NDMATERIALS CIR GI}2Cl.B D.W. DUMBWAITER MTfR h�TALFURRiNG PvMT PAvEMENT RFIf ROOFNATCN W3GT WAIN9GOT membrGi�'1�..° C�S work proc�I"�SS and adequat�ly pI"r.�°Y�.°Ytt GO�IG�p84° Of FL12 FLOOR lINCs) HA1.N HOT UJATER HEATER TNK TNICK lNE35J � A.DA <�1E�RTC.ANS WITH DIBABILITIES CIRC GfRQJMFEl�NGE FL�CO. FLOOR CLEANOUT M•RD METAI-RGOF D�GKINCs PED PEDESTAL � �� tHR THRE5NOLD w� WALL FIUNCs a d,ja ce+�t ma ter i a l s a nd whi ch w i I I perm i t co�nstruct i o� o F the U1or�. to CL. GLE,4N OUT F.p PLOOR PR41N M h�TER!6) PEND T'ENDANT RM ROOM TP. tOILEt PApER HOI.pER � �LPAPER A1,UG pJNERICAN 1UIRE GUAGE CLR CLEAR(ANG£) F/L PLOOR L�NE INCL INCLUDE lD),CINCsJ �Z 1`tEZZAN�NE PEI� }'Ei�ORATE(1�) �• �����* tJ°7N. TOILEt PARTIt�ON W� WATER CLO E the a rra�gement shown OY) t�'1L.° prawings. ANC �NCW�R,ANCI�IOR�xE CJ.03 GLOSET �,pL. FLOOR PLATE INFO It�ORh1AtION � MILLII"�iER l8) FER PERII'�TER R6. ROU�sN 9AW�l TOL TOLERANCE Wp WATEfipROOFINCa � A,B, ANGHO�280Lt Cl.,g CLpgURE MWG MILLWORK �'� �� TKa TONGUE,4NDCsRppYE U1,t?, {Uq7E121�pgLLENT tem orar '�Jl.� orts and Shori�n - Provide all temporar braci�n � ANOD ANODIZED C.tU COLp lUATER FLUOR FLUOREBCENT I.D. INStDE DIAMEtER RB. Rl1BBER BA9E FJT. FLU6N JOINT I,B.C. INSTALLED SY CANTR4GTOR MM MINIMUM PL8 PLABTER R,T. RUBBER TILE � A� ��p �� ��� EA. EACH FTG FOOTIIJCx LBA. INSTALLED BY OTHER3 MIR MII�OR PLA9 pLA6TIC T!� TOP,4NL�BOTTOM W3 WATER3TOP � APP API°ROXIMAtE C4MB COMBINATION TA.B. TOP OF BEAM � MISG MIBCELLANEOUB PLFUM PLA3T►CLAMMATE 7A.G tOPOFGONCRE4,� WT II�KiHT shoring U IYIg or other m�ans o avoid excessive str�ss�s ar��t0 ARCH ARCHITEGt IURfi�L) COMPT COMPARTMENT E� EACH FACE FRG FOlaXiED INSUL INSULATE lD),(ION) MOD MOpULAR PL PLATE IU.IUA WELDED lUl�FABRIG � AL> AREA DRAIN COMP GOMPOSTIONlCOMp081TE) E� EACN IUAT FDN FOUNpATIOM INT INTERIOR MLD MOLDIHG P.lx. f'LATE GLASS �'�� g'`�ETM��`S TAD. TOP OF DRAM �,g �L��R hold +�ew a�G� existin structura 1 elements in place. Desi f1 C� S StL.°T11 ELEC ELECIRIG fAL) FR FRAME CD),(INCxJ INTM INtE1�piATE °�D'ST SANDSTOt� TAF TOP OF FOOTING � AUT AUTOMATIG COMPRGOMPRE33CED),(ION),CIBLE) MT MOUNTCI1�ICs) P/1. 1'LAtELINE g� gC��,{ T.OM TOPOFMASONRI' w WIDTH,WIDE which will safel G1�'iC� d�cjuately pr�ve�t GO��G�p se of aG1JC�C4°I'I� AYG AYER�4GE GpNC GONGT�TE �a' �LEGtRIGAL PANELSOARD FRpI¢. FREEZE pRDOF INY INVER7lED) M1p r1OUNTED PLY PLYUJOpp (g) gE,q�qNT TA.PL. TOP OF PLA7E �O w���w mat�ria ls a+�d W�ich wi 11 permit co+�struction oF L�'1L.° �OI"� t0 t�'1C..° C11.0 GONGREtE MA50NRY UNIt e.U1.G. ELEGTRfG WATE1�COOLER FA. FRESN AIR M�y �vA��� p� pp�T W�u. WIRED GLASS B3M7 BASEMENT CONN C�MEGTION EL ELEVATION FIA RJI�118HED AND INSTALLED StC� 3EAtMG TAPLY.TOpOF pLTWOOp � wiTM arrangement shown o+� the drawings, MUL. h'AJLLION PT POINT BM BEAM CONST CONBTRUCTION �LEV ELEV,4TOR 87 OTHER3 J.G. JANITOR'8 CL09ET 8EC7 BEGTION ?A.R tOP OF RIDGE N.E.C. NATIONAI.ELECTRIC GODE PYrG. POLYVMYL CHLORIDE W/O W17H01J1 BRG BEARING GS I CONSTRUCTfON E�R ���Y F.BA FUR�iISHEp�Y OTHERS JT JOIN7 N,F,p,6,, ►�,qTIONAL FII�PROTEGTION P.E. PORGELAIN ENAMEL. �TU SHEATHMCa TA,B TOP OF 6LAB � �D � 6EL BELOUJ SPECIPICATIONS IN3TITUTE ��' �GLO58 IUR�) FUR Rll�D(MG) JF. JOINt FILLER gM�,R, g E��g�,q��ppp� TAA1r� TOP GF IUTAI�.LL �mol itior�: Ulhere exist�ng C��'Icvt�`�Gt10Y� �S to be removed� $l�G� Revisions: . EQ EQUAL FUT FUTUI� A990GIATION PGS P061tIvE,POSIt10N W.R. UJOOD B,4SE ' ��t ���� C�IT CONTIM10U5 OR GONtiNUE gQU�}a g���HT NAT NATURAL PT�C POST TEN810NED CONCIQETE gM.4.GNA. SHEET METAL t AIR tLD. TOTAL LOAD �°T• ��I�s POINT remova I gha l I be done car��'ul1 , and a�ny damaq e to ad ja c�nt ������ BVL BEvELED GON7R CONtRACT IORa E8T EBTIMAtE KP IGICKPLATE lN) NEuI LB POUND CONDI110NING GOTJ'I'RACtOR3 T8. TOU�L BAR w.l• �OUCsHT IRON , BIT BITUMINOU6 C.J. GONTROL JOMT EXC EXGAYA7E KIT iGITCHEN KR N018E I�DUGTtON �'.GF• POUNDS PER GUBIG FOOT NATIONAL ASSOGIAT(ON t.L. 7RACK LIGHtINCs surfaces�t�-rema in sha Il be pa�ched and repaTred to match exlstt+�g, �������� N.RC N018Ll�DUCTION t'1-�• POUNDSPERLINEALFOOT gy SF�ETVINTLPLOORGOVERING TR TRANSOM Make such �xploratio�s and prob�s as are nec�ssary to asc�rta�n SUSMITT�4� � B 8��� C� C�°ER EXH EXNAU3T GPM. GALLOIJSPERMINUTE � ���T GOEFFICIENT P.SP POUNDSPERSQUAREPOOT SIM SIMILAR T TREAD � A�E G�f'1cI I`�..° l.{�f"C°O� rotectiv� measur�s b�fore roc�edin�y with d�mo ' � BLiG�s SLOCKING COR CORRUCaATED !E) EXIStING GALv GALVANIZED NOM NOMINAL P.$.I POUNDS PER 3GSlJARE INGW S!-i. SMCa1.E HtJIJC7 TTP TTi'IC,4L Q'c C�N1'�R LINE J � p p . :�J �I t I OYl �p �A� CTR GOUNTER �.8. EXpQNB�pNgpLt GI CsALVAN�ZEDIRON N,C, NON-GORROSIVE PG.0 Pl�GA3tCONC�'I'$ BKY 3KYLIGHI � GN�� V�rify existin structural �'i����'�.���I$ prior to demolitio�, Remove ail BS BOtH SIPES C3 COUNTERSIhBC EXP BkPAN810N ; B.W. BOTH lUAYB G.�°.8 GALVANIZED STEEL BHEET LBL LABEL p�,M,T. NON-MEtALLIC PREFAB PREPABRICATE lD) SL SLE£vE � P���.�,��� �10#'1-Sa IYa l.°G��l�.° ItC.°I11S from t�'1L.° $ItC.°. Schedulin of demolition and GRS GOURBE fSJ EJ EXPAN910N JOINT CsSICT CsABKET(ED) L'o'B L.ABORAT0�1' (NP) NO PAINT PFN PREFINf9F�D SJ 911P JOINT UC UNDERCUT � BOT BOTTOM GRG GR033 CsR41N 8M EXTERIOR GEN GENERAL LAD LAPDER � B.O.B. BOTI'OM OF BEAM GF. CU�IG POOt E IF.B. EMERIOR IN6ULAtIOM AND G�C. GENERqL CpNTRqCT!pW L.B. LACs SOLT NA. NOT AI'pLiGADLE,(�SVAILA�LEI PB.G. PIZESTI�53ED CONGtZETE SB. 50LID BLOCKING � �p��Rp� � RDUNp/pIAMETER +�ew work s�a l I be coord i+�a ted b� the Contra c�or w ith the Ow+�er. BA.� BOTI'OM OF CONC�TE G.Y. CUDIC YARD FIN18H SYBTEM GL Ul.,qgg,U�AZfNG L,4M LAMINATE(DJ KI. NOT INCLUDED PROP PROPERTI' S.C. 30LID COI� U.L. UNDERII�ITER9 LASORATORIE5 (p 3QUAf�E N.I.C. NOTIhtCONTR4CT P.L. PI�OPERTYLINE SP 50UNDPROOF UNF UNFIN�gHEp X° p��SREE ' �xGC..°�t for �xisting construction to be d�molish�d� C�t �0 M 1�JMBER time s ali Go+�tr ctor assume salvag� without written permissior� from � �� ; the Owner. E _ ' Clea�i+� : Uuring progr�ss of th� UJork, do not a llow accumulation oF scrap, waste material a�d other iterns not required for construction. � I �� � � � 5���� iS � ���1 � ����l,�l�� l S f�`1�0 l5 �4t comp letion of th� UJork, r�move all sur lus, a�d waste mat�rial, , �l c� t�l� l c� l s �l�� l 5 °m � , f � � � dirt, st�ins, smudges and mak� mit�or repa irs and touch-up aa may be n�cessary to make th� project r�ady Por occupa�cy. ,�L,�x < °v�CTION Unl�ss oth�rwise �ot�d, all new exterior finish�s: TINCs PE,4TUf� PRO�+OS�L� $XISTIIVCs P8.4TUi� pROPOS�D ,m0 �u��arr�� a�cT�or.� � 2 �+►�R stucco, windows, trim, �ardware, doors lightin� and any other _ ,�.----—10m GONtOUR �— �—�tIILDMG egGT1oN ROOM TVAM�, EARTH � exposed ltems to match existing, SPOT EL8v,4ttOtV CPLAN) �,ts ,a,�� "'�R anta n�utrta�t¢ '� ��"�"a =� �oa,,r�ar,� ��.Ywoop - - �e fi'R°'°�+et'" LiNS - - r� � �+,raR,arvt � '`�\_ wir�+ �ir�is�+�s. ,°i; 1, "" G3 C-�lazin : Comply with State Statures, UBC and ,4NS1 ,Z9"1.1. SN�et NuMaER aA3E � ROCfG ��I1V 131-1 UJOOD ; - ¢ c�,vr�R Lr,�e - g �_ ,,,a,L� �_ R,.� ,41! fi�ish�s, fixtures, hardware at�d ecjuipment to be select� ; ----- HASEMENT/SST8,4CfG ----- �'�S ,�ou�N u,00n� b th� Ow+�er and it�stail�d by Contractor. It is th� Own�rs Dra ' RICs+-{T OF UJr41' �"— UTiLITY pOLS --5-- SUILDINCs °vEC710N � CEILMG ' }°OROUS PILL y #—"" �ENGE —o—�-, ❑ TRAIV3FORMER . CELEVATION) �4� ���i��, ' ,���� � GOTVTIIVUOUB r�sponsibility to specif G�1�lol'coordinate a Il Interior �inishes with the ��0 - Gontractor. ,411 produc�s, suppl��s, shop drawings and/or a It�rr�ates ��e' '� � ����T � -ro� so�L � �ou�� woo�� are to be submitted to the Architect and a roved bcI t�e Ow+�er. ST ST0f�1`i 1�42AIN 8T nIBGONTINU0U3 pp J T O� ^ s��� � C� sum oard: Submit samp les oF texture for approval before � °v.4NIT,4RY S�LUBR SS O WALL TYi°S ; ❑ MONUMHNt OO s �� � A3PH�4!_T P.4YI1VGs/ �'�� st rti� finis in work, T�xture to b� full cov�rage hand trowell�d. � �A W WA78RLINS W UJAL� S�GTION M'�'� j¢o.4a�Ea MAr L ��i:;;i:',����;KS�y;; 3A1VD. 1°LA3TER � 1"I�TER 1°IT [�i A� Insta ll �coustic�l i+�sulation at a ll wa lls and floor, g� � � HLHCTRIG LINB E t GONG12$T� � � MA1V1-IOLE M1 `xi a V: �y• ' � ��s �-��►� � � ,�A�«m �+��'��N.�• � s,atr �xsu�,a-r�or� Doors � Door �4ardware: �411 �xisti� doors and door hardware to �, ' � �. �` DOOR MARK ❑ o,� [] e r�use on a oors abeled as �o b� relocated, Submit sho �i �c,�► CATGI�-1 �ASIPI T ��L drawi� s and samp les as rec�uired on +�ew doors a�d hardware asp `��'1� ��C�� .� � TEL81°HO1�18 LIIVE T O CLSfiN OUT � STOhIB 1/E1V�8}� � crv 6 DETAILNUMBER � taic-��n INSUL,4TION Sp�Gi�ed by ,4rc�'11t�Gt f01" c� roval b Archit�ct and Owner. pp y � � r��.svisrotv cn � OUTFALL/1-18ApUJ.4LL • � A�m BF�ETNUMmER win�r�ow r�ata+� � lectrica 1/Mechanica 1: th� Contractor sha I I fur+�ish a 11 +�ecessary I "" DRAI1VACsE LINE ••• � �,'� GUt BTONE � 1U00D STUD mec anica , um it�c{ at�d electrical servic � SBNGi-+M,ARK es which gha l I be � D�t.41L BLOUA.IP "desig+�-buipd" to 5e revi�wed for coordination b Se �rber D t • � LIMIT OF UJORIG pLAN uq�� -� SORINGs LOGA�TIp1V � Q a e. �Y'g'o� ��/G-C�,J CONGRSTE SLOCIG ?��� METAL STUD Ma �'1�°.lU ,4rchitects and app rov�d by the Owt�er. ���ctrc al fix�Urt,.°S ��/�(O/�, , M,4tGH LINE X E>cl$TItVCs TREE �'�D���t��� sha�i be selected by th� Owner and s�all be provid�d and i�stalled � �F���°T��� �--� by the Co+�tractor. I P�"`���$�� TRES TO SE REMOI/�f� x �—ELEVAT�ON StEEL �LCs. SG,4LH) EXISTIr1Cs TO REMAIN Q ELEY,47101�I To�oR �LYwooa ��'1l� Pro�ect No: 25f�1�,�� TRIA1VCsUL�.TIO1V pOINT � s r : ,4ny cha�g�s to these drawing are the 1�ET,41L GUT 3 MaRK 1mm'-m�� '4�Z gLEN'4T�ON ;•;,,�;;,t�;�;v": �Y1°SUM B0.4RD CLGz. SC.4LL) I@EMOYB E>GISTfN� r�gponsibility of the Owner at�d S�gerberg Mayhew �rchit�cts GsR,4f°I-!IG SGALH m 10 Z� � p���� - - - - shall not b� F��id accountable for item5, conditio�s, �tc. effect�d Drawnby: ; by the cha�nge. HLEVATIOT�l3 � D I�.�,UJ f 1�LC� T f TL� rk S � I : Confirm ne acc���f� d days of Checked b � ,�, CRAUJING tItLE 25 ��4,�m i,_m„ SLEYATION a 11 demolition, �ew Go+�st � her���i 4,`�` - the y� � , Gi� BGAL� rec�uir�ments of the Con �., own of'`��i � '�il Resort5. e�RD�a,� � WOODSIL71NCs = Sheet: Lu11LU_U � wooa rkin : Confirm w ,�j���j �� ta��{'�'���i�tfi►�spe� c(uantity of NoRtt-1 ,4RROw oi¢ aD o� ceran.rar�ER REL,4TSD 4 3 STO�� pa rki+�g. C��n�ra I �����.�`�. t01"� C.,°SpDY1S�b�c...° FOI' cc���na t in pa rkin D$tr41L Clat Al2 A�2 � � � �1''8'gs r�quir�ments of sul��� � n.the ava�able o g NORTi-i 1�lOIaT1-I NORTH BI�ET�10ERC��� seLOw o�¢ ,asovs ,�,;:.;�:,:,.•• g 1 t e p ar king. aqyoftheP vc�io��6°�����COf°�'�t0�s BIMI�.,4I�BF�ET ' NudBE12 •3Ss��t„'s;.' SUCGO T�� ..N� •SI�! {�; � msu of this cods ap����P�OVai of.eay v�olattoa of� �ap �g�� �ce of the ju�a;� code or other ordina�SS of����'��provislons of tbis 71�iss u a n a o f a p e n p i t�j��n a t 6 e v a 1 i d • not re� �t�, em��s ia sard plans,s 6cations an other ��A�tLa�oa of aperaUons bemg c ed on thereund r whe� 1V o��oA���g��►$ �Y other ordm of t this COde or Ot , l�:nsd�ct� n ! � rNmais: � $ t DqTE; - a �-a� CO 2001 SMA ' `_"_ � � / / 'ARKING Segerberg Mayhew &Associates Architects / P.C.-A.I.A. / ' ti ��. . �` � `, �s , , / � . . . 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RE�Ei� TO SN��T ,43.1 FOR ,4DD ITION�4L I1�1FOR1"(�4TION �_� � '�' �l��� \ 2 S�R CTUR�4L NFORM,4t ONFOR �4DD IT I ON�L �,` � 3. M,41NT�4fN �-'051TIV� SLOPE TO DR�41N O� 1/S" / �t '�fL� q�C�`� l D I C,4P URB � PAIN7ED M�TAL DOI.UNSPOUt i"�f N f MUM. , �. i�ROVID� SAMi�LES FOR �4PPRO�l,4� S�' OUJNER �4ND ,4RCN17�GT O� �N� COLORED GONCR�T� FOi� Date: ��/��/�� 1 � �S� E>CTEi�IOi� P�4YINC� SLASS TO 1"�ATGN C��. , , % . ,;, P�4INTED METAL CAP 5. Cx�N�R�4L GONTi��4CTOi� SNALL ENDE,4YOR TO � '� �� �" ISOL,4TION JOfNt MAtERfAL PROTECT T�-!� M,4i°L� tR�E fN 7NE C�� PLfi,NT��' ProjectNo: 25�1ro.�� �XTEND D S INTO PYC DRAIN T�-IAT IS TO iz�MAIN. GONTf��CTOR SN�ILL REP�.AC� lE) COLORED CONC. PAYINCs (N) COLORED GONC. PA1��NCx PIPE , SL/�B ON C�RADE � � SLAB ON CzRADE _ �5� T�-I� tREE I� IT 15 D�4M�4C�ED DURfNC� CONSTRUCtfON. Drawn by: TC/NL N �, i�ROVID� T�MPORAR't' PROt�CTION O� ALL �E� � ° a a a a ° a a OBJECTS, FIN15�-IES �4ND SURF�4C�5 T�{AT Afi�� TO Checked by: Di�S a ° 4 a izEM,41N. M�,INTAIN T�MPORAi�� PROT�CTION PR Y � �u�� ��� � M�ASUR�S UNTfL �LL D,4NC��fi� O� pAMAC�E Fi�OM EXPANSION JOIN7 SAUJ CUt ALONG lE) Sheet: .4ROUND PLANTER AND JOINT a CONS7RUCT I ON ACt I V I T f E S +�AS P,4SSE D. � At FULL PERIMETER Q COLORED CONC. PAVINCx SLAB ' � , , , � ,�, ,; � � , , , � �� �ON CxR4pE � 7. izEFER TO TNE PROJ�CT M,4NUAL D�4T�D �/�/ml FOR l�) GURB � �Ut7ER 70 - - - - - - I I I=I I I=I I I=I I I=I I I=I I I=I = = PYC D�IN ,'IN�=I I I=I I I=i I I�I I � �—„�_���—���—���—���_ REMAIN I I I—) I I—I I I—I ( I—I I I—I I I—I I EXtEND CN) SLAB �4" UNDER AND—� ADDITIONAL INFORI"(ATION. SAIU CUt ALONC� lE) I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 =___PASt �E� s�aB _ =1 I 1=1 I 1=1 I I-1 I 1=1 I 1=1 I I I I 1=1 I 1=1 I I—I I I—I I I—I I 1=1 I 1=1 I 1=1 I I � � � � � � � _ � , � �_� , �_=1 I I I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 =_ I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-I I 1=1 I I-1 I JOINt 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 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 I I=I I I=I I I=I I I=I I I — — — — — — — — — — — — — • 2 ����� �� ����� �� �� 3 ��1 � �� « > �� �� � � �� f � � � ��1������ � � �� f � A1.1 SGAL�: 1/l�" = i'-m" RE: 1-A1.1 A1.1 SCAL�: 1 1/2" = 1'-�" A1.1 SCALE: 1 1/2" = 1'-m" � O 2001 SMA � ^ � �-11. � Se erber Ma hew g g Y � _ _ _ _ _ I = _ _ _ _ — — — — — — & AssoPcC te�s Achitects I I � ARCHITECTURE, PLANNING, INTERIORS I � I Main Office: Vail, CO �e� — — — — I — _ _ _ _ _ _ _ _ _ _ 1000 S Frontage Rd W, #300 ❑ Vail, CO S 1657 Tel 970 476 4433 I Fax 970 476 4608 � � Denver Office 1617 Wazee Street, Sutte C2 C�) 1.U,4TER COOL.ER � � � � nTelV 30 6023 3035�5 TO REM�IN � I ��� i Fax 303 623 2262 �L� � p� �` REMOVE REMOVE � R�LOGATE REMOVE � � I I ������� ���� mfo@smarchs com IN� ��,�L C�) CARi�E7 (E) PUSLfG PAY PNONE REMOVE �E) CARPEt�I wwwsmarchscom 1�� ���� I RELOC,47E lE) DOOR � � � lE) �.E.C.� � I I ( � RELOCATE (�) �,qt�TO REMAfN � — �— � , - �. , � , . t � � — — — — — — — — — — — — — — I REMO�'E � � I RELO ,47E � I SEvE �4�E I �QUIP ENT � � � COU TER � � � +f` I I � REMOVE (E) IUINDOUJS �OR S70RACxE SY OUJNER I I _� I F � RELO ,47E � FLOO DRfili�l � � `,� STUB FF DRAIN , ; L INE A D P � M � � f/ CONC. SLAB I ° -�` � � I � I � ` �; � � ' I �, � GUt CN� OPENINCx I ,l `�.\ � f_ IN UJ,4LL � � III � o �� `� I � REMOVE U����� ��, ,, � C E) G,4RPE T �� ��� � AL IC�N . � � — _ — I — — --�- — — — — — — — — — — — , ____-_ -- � � ' . ����. Q �, SERYINCx � `�. �� TO REM,41N � � _._ _�__ __- --_ ___. _ . _ I I � � , �.1 O �� ,�'' U � � � � � � r'� � � � � `°�.� . � y' � ., � - ' �'r REMOYE l E� GARPEt `�, � a' T ENTIRE UJRECK ROOM � i ,�y�� . REMOVE � R�LOCAtE —�y � �"'(g I , r/1 � � CE) DOOR V 1 rf', �"'�� � , � *�� 12� � �. ` REMOVE � R�LOCATE ��a I I CE) �.E.C. I �`4 I � — — e`� __ _ _ _ _ _ _ _ _ _ _ _ _ _� _ _ I I I 12� � (E) IUiNDOUJ t0 REMAIN OO REMO�/E CE� OORS FOR STORACsE B1' OWNER I 1�1 � 0 � � REMOvE � RELOGATE F.E.C. �E) IUINDOUJS Revisions: O O O O O O O O PE��►I� ��/��/�1 1�2 i 5u8M��r�A� � � � \ � � �E lU NDOIU PANELS E ALL 6 CE) PAI�INCx SLAB t0 REMAIN REMOVE (E) CON . PAYfNC� � SLAB TO L INE OF CN� UJALL REMOVE CE� CONC. P,4YINCx . \ SLAB t0 LINE OF CN) IUALL � , a � � I ` '`JY I \ �,,. 12-1 � \ 1�3 EEMOV�E�ARELOGATE ,�� LINE O� �N) IUALL '� ' � l ��S,4l.UGUT l E� PAYINC� SL,4B � REMOVE � RELOGATE �� ' �- ALONCz (E� SGORE JOINT l�) DOORS � —t���, � — — — — — — — I - - - - - - - - - - - I - - - - - - r--%� � -�4 LINE OF lN) UJALL . � tz �_` - , - ~-�..� REMOVE (�) STON� REMOV� l�� STONE CAP � ` YENEER ,4S REG2. Draw� ��C��i�l I� ' � � , � uP � �,�� 0� ev�p� _ � . moMas w 0 - �x 15T INC-� C E� UJ�4�L To }�� i��l"�oU�D i , �r MAY EW — REFER TO SNE�t Al.l �OR EXTENT O� �p � 0 �XISTINC� CE� 1,U�4LL TO R�M,41N UJORK AT EN7R1' TERRACE `� � - N UJ CN� UJ�LL TO SE CONSTi�UC��D I �R� 0 � I - S�� ����� . CN� - N�UJ DO NOt DAM�4CaE lE) CONC. C�� — �XIS7INC� SLAB W/ SNOUIMEL7 TO REMAIN I Date: �7/��/�1 I � �.�.C.- Ff izE �XTINC�Uf SI-E�i�' Cr4�fNE�' � Project No: 25�1 ro.�� lE� PL.ANT�R �' � 1"� - P,4TC�-I � 1�1,4TC� F f N I S� AN TREE Drawn by: TO REMAIN � I I �Checked by: Sheet: � � � � • � � � f �� I �l� ���� f � f �1�� / � �1��� f � f �1� �� ��l A2.1 SCALE: 1/4" = 1'_�" CO2001 SMA ' -� v�.�� s v��� � � 5�8�, �, 5�8„ „ �,$" I Seger erg May ew � � 6 I &Associates Architects 5/S" ' P.C.-A.I.A. 6 MIL Y,4POR BARI�R � � — — — — — � — — — — — — — — — — — 5/S" tP1'E 'X' Cs1'PSUM BD. 5/8" t1'PE 'X' G1'PSUM BD. R-19 BA7t INSUL. ; 15�' BLDC�. P.4PER I I ' 6" 25 Cz�4. METAL STUpS 6" METAL 5TUD5 a lro" O.G. � a �rO° �C• RE: STRUCt. FOR CsA. I PLANNING INTERIORS ' S/8" T�r'PE 'X' EXT. 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T , ., . .-4 , , - � t ,, .., -. .. �.. �,F. r . . , .,-..-- � r . r.-. . � --� - ' - ' .. - �. ' , , : r-� .� � , . . r n . - � '_ , , s , , .. r .. � _ � , . , " ' - . ' - . .. " . + , .. ' ... v� , +,. ..4^ ^f : , . , ' ; , , , j _ ` y - � _, � � , - _ ' . , , _ ` ` , , q „ + . 'f , " ' f . . •L ' ` .. � _ . T ' � - , _ ' ` � ,- ' . � _ ' ' � ` t, ,�, , , + ; + `j � t � , r , e - `' + . 4 . � Y � � ' " } ' - ^ " ' � �t .. � .- � s „ � " r , . " � ' r ` , ' " ' GENERAL NOTES- ° ' ' _ . � . ' � ' � , � ` � ' • � ` • _ ' ,. ' , - . f. f.iVE LOADS USED 1N OESIGN: , " " � EXISTING = � " � : ` ° � � - - - � GONGRETE � ' � 6"Xlb GA. X I 5/b• S,�D � Segerberg Mayhe�cr * � j1 �y ' ` �A. ° � R00 . � , , ' 75 PSF 8. STRUCTURAL STEEt• , ' � _ �� , 4'_2" FOO?IN6 i" THIGK 150LATION AT ('-4" _ F , . �' . , � • .,lOINT MATERIAL. BL,Assaciates Architects ' , . . ' A. `ALL STRUC7URAL STEEL �1ALL CONFORtiI TO ASTFA A36 D(CEPT WIDE FLANGE �EANS Wi ICH '� _ - ° , EAGH 51DE _ , � � , , ' y � : - " , ; - � � , B. " ' TYP ICAL�FLOOR , , ' , " 100 PSF �SHALL TO ASTIrI-992.'(50 KS I j. AND EXCEPT P IPE COLUl�NS YW tCN ` ''� t - -----_._. _..._... - ---- ------ ` - '� , , - . . - - . , - TS 6X6 SUPPORT 1 1 • 18�GA. X 1 I/4" STUD �P�:A.I�A: _" ,k ,, - � . � , ° , - , SIiALL CONFORM TO ASTI�I A53 AND TUBE COLUtiNS ,74 ASTM A500. GRADE B. LATEST 24'T'-O" ` BEAM T F.F.E. " 6TRAGK i^1lTH O.1"1"1"� POWDER - � , _ K , . . . C. WIND � EDITIONS: STEEI. SUPPL,IER MAY PROVIDE ASTtiI A572. GRApE 50 AT HIS OPTION. ° , � � � ° � , _ , - _ � '• ' _' 1. ` BASIC WIND SPEED ` ' � 80 6PH MISCELLANEOUS EbBEDDED ITE�IS SHALL BE A36 STEEL. ' , F.F.E. , t ° , - I RE�-PLAN ' AGTUAT'ED�FAS'TENERS AT � - ' _ , . , �. •r ` ' ',, � � ' Z: � � � EXPOSURE ` � . ° K � ' B . - „ - � - , , � , ° `(21r5ET5 OF (2)- , ( � I d _ , , . . _ , - , � . - _ ` ' � ° ' ' � B. ,ALL STRUGTURAL BOLTS SHALL BE A�25N INSTALLED TO A IJINII�IN SNUG TIGHT , � " ° ' ` (3)-3/4"� THRU BOLTS � �RTIG�'t- '. EAGH STUD -� . '. � " � � ' , - . �. � EARTNQUAKE ° ' �� � . . - ZONE 1 COND IT IE�f.- ALL ANCHQR HOLTS SHALL CONFORI� Ta ASTiY! A307 liNIESS NOTED � - - 1/4 , D4WELS AT EAGH , . , . , ,� AT f'-O". COUNTERSINK AND � k � . �f . . . ,. _ � � ° - -, � - , _ , � ' � THERWI � , . � ' ' , ' ' - r ' _ .,M_�_ ��� . , PLW BOLTS HOLES' SIDE�OF EXISTING I ( .• • . . � � - n � • ` ., . , � � , ' � " E. ° !,IVE (.OMS ARE REOUCED PER CODE I F APP�ICABLE. 0 _ SE. � � f . GOLUMN. DR�LL. IN � "i � Y=� x-���c:,.---r:'4 s- '� • �-s;1 : x.=-r+.x�-+-l _ , , , .. , , , - _ , , , - , . � � , 2OS'-'7„ •. �• ' i° ^ �, �, ,� ,� � ` � , � _ , ° - r ° - C. ` S7RUCTLRAI. STEE4 SNAL.I. BE DETAlLEO_AND FABFt ICA,TEO iN ACCORQANCE WITH THE . _ - . ry t w r: y , AND EPDXY GRDUT� ' , , � } �. , . . , , - . ,. , , ,�. , . , .-- . _° . ' � , - � - _ ^ + ' r " � , • � , , Z: TEST ING: . » - . - � - , � � - ' . � LATES OF AISC U Of STEEL GTt . ' - _ -=*�-- ------ ---------------.._ TING FOOTING _ , < . T PROYISIONS 'tYUW AL CONSTRU ON ' _ _ � EX15 , � , , , �. , _, , . , _ , - _ , . . . _ , , , _ , . -"`.� _ t _- - = , , � �� - � � + t ARCHITECT[�RE, � r - ,;. `•`� • �° ,-,�_ ,',, ' � , A. CONTR/1CTOR SHt�LL' FURNISH'OR PROVIDE't�OitDiNATIaN fOR tESTINGCAS REQl11RED ` , p. TEp. USEtST��D f'R/UIED BE/W CONNECTtONS WiTH STEEL - . � . - . - - ' `fl ` - � • .• • �p � • { 8" •a; .. , � ', ��� UNLESS QTHERWtSE NO `� + °� . � � � Y ".� � ' � - - BY.7HE PROJECT�SPEClFICATIONS, THE SfEST1NG PRQ(�2AM SHALL BE OORDINATEQ WITH, - E ' TA9LE 11-k AND/OR A1SC SIAPLE - - --- - ------------ ------- � ( ` , P 1�1C"s, IN , y , ��' ' � � � , � � ' ° � THE PROJECT OMNER. -ARCHITEGT MID STRUCTURAL ENGINEER. - � � � . BOLTS PER AISC ~MANUAL OF S E STRUCTION _ , � _ � LANNI TERTORS . . ' �°� , - , , , � SNEAR Wt�WECTiON MIWUAL WITFi"A�25-N BOL��S OR VIELDED EW IVALfNT. SELEC� � � � ' - � � EXISTING t �p _� � _ (1)-�5 HORIZONTAL � ' ` ` ` - , B. � !N THE A$SENCE OF,OTHER REQI)iRF�ITS. "f�iE CONTRACTOR SHAf.I� fURN ISH C4NNECT tQF!aT0 SUPPORT 60�7HE 70TAL UN IFORN LOAD CAPAC ITY FOR, EACFf G IVEN � � _ ' - - . f �t' _ , 3 .' '`'' - AT MID-DEPTH " , ` ,8�AA1 AND SPAN�Ep2 l+ION-COtiPOSITE 1�8ERS. STEEL SUPALIER AIAY SUBM�T ���TE r � � ' °'- - -� - -z - - -}- , s Main Office: '�all, Cd " `� , " � �- ' . - , � It�EPEN�ENT 7ESTING DF SQfL Ct��PACTtON. CAST-IN*-PLACE CONCRETE STRENGTN AND ALYERNATE�Ct�INECTION pETa1L5 A�PMIlEO BY CALCULATIONS STMPEQ BY THE FLOOR SLAB _ � � ° , � T� T I ° " ' '. . . , n , t , 1000 S�rontagc Rd W, #300 � ' -, , � ` ' , - "� � .� � , - �° REtNFQRClNG. STRUCTURAI. S7EEL' BOLTiNG AN� YrELD1NG. ANO STRUCTURAL CI�I NHEN � . � REdISTERED f'ROFESSIONAL ENGINEER RESPpNSiBIE fOR TNE CpFqdECTiON DESIGN . '� - 1 . � � - 6J - �5 VERT�GAI- . � Vail„GO $1657 , - ��.�� , ` ` _ _ , ' ,- fm' >..1500 PS I+TQ THE. EXtENT NECESSARY TQ ASSURE CONSTRUCTION IS IN COAPL IANCE � FOR ENG INEER'S REYIEW. ° ' ' , . , ' - � " r b" � NEW GONGRETE 1 � - ;• ' '• AT �'-0" . , 'Tel:"970.476.4433� � , ` ,_ � - . � , � ` w �° � ' - Wt'TH THE CONS,TRUCTION DOCUMENTS., " > - - . - . , ` - EXI5TIN6 GONGRETE - � Y ' ' GRADE BE?�M �° � . ' ' , ° - - s � ' - . A '` _ ° � ` _ � - ` ' °` . ' E. ALl WELDERS:SHALL HAYE EVIDENCE 4F PASS 4NG THE .AAl�R ICAN IhELD ING SOC IETI! GOLUMN ', Fax: �70.476.460$� � � ,� . }.. � � � , , . . . _ , , . , , ' � ; � .3. FOUNDAT IOhiS:� ' ' x , _ ' ' � , STANDARD GUAL I F ICAT IONS 7ESTS AS OUTL INED IN A�WS-D 1.1. - , , , ` . � � d � . t IGNIFE PLATE � (2)-#5X GONTINlJQUS TOP AND BOTTOM , ` , - ,., • - � ` , ° " : ` � � � 3/b" X 8" GENTERED - ( , � ! . ` � ' �, . � Denver Office - - ' = : • ,, = l - � . � „ Af F ` MAXI#�UM SOIL DESIGN PRESSIfftE - ' � ,' 4000 PSF ' F. MINIkIJM WEt,DS"TQ,BE PERRAISC TABLE J2.4 BUT NOT LES$ THAN 3/16' COPITINUOUS � ON RDUGH SAW - _ � ' u � _ ; ` - ; � � . - ,- , � . .,a , , , . � .. . , , - .F��,« uN��ss oh+�w�s� r,orm. - - - , � - _ �� - � t a BEAM EXISTING i'-4"XI'-4° 16I7 Vf�azee Street, Suite C2` , . ° Y . ' . , �. " . CONTRACTOR t0� �OLtO1N ACL�RECOhi�1ENDATIONS !N SpILS REPOFtT N0. 95r-221. ' - ° � - , • - ' . , GONGRETE GOLUMN � , , , Denver,�CO�80292 � - ' ' Y � • � ,' `; , . _ BY KQECNLEIN CQNSLl�TING ENGINEERS OATED 1995. ; , , - - � G. , ; FOR ALL �EAM/COLU6f�t OR BEAM/$EAA1 CONNECTIONS� PROVID� HORfZONTAL SHORT , -- ' `�� ? �„ ' ,qw �� 1 " � 5� tE� 4 RQtJC�H ' � . � � , ` Tel: 303.623.3355 . ` � " ° ' - - ' ,� , C: ,° -.,ALL fOQ71NG BEAR ING EIEVAT IONS�S'FIOYW ARE A�SUt�IED. EXACj BEAR ING ELEVAT IONS � , � � SLOTS IN t�WECY ION MEti6ER ONLY (WT-SECT IONS. ANGLES OR SHEAR PLATES): � . STONE GAP ' � � , ` Fax: 303.623.2262 � { � x, F . ,. • ,., , ;r � H ' � 3 REj P.RGH. , _ � a , ' . � - info@sm�hs.com � , .. . . . . ,, SHALL BE VERIFIED iN THE FIELD,WlTH ACTUAF. cONpITiONS BY'CONrnACTOR WITH r , , � , . , , - , _ , _ , STRUCNRA�'STEfi. SUPPLIER TO FURNISH LINTELS FOR ALL AIASONRY OPENINGS PER I � I s , ' -,' ` ° p"` ' , ° ° ` APPROVAL-OF_SQ ILS ENG INEER AND�ALL�BQ�'OA1 OF EOOT INGS,SHALL 8E A �i1N{�M OF ' � > > ' ' � N R L J 12n v ` � , "�, y - ' s • #8' BELOIK EXTER iQR GRADE�- , . , , � , . - -- -- --- --- ---- ---` f , ' , ' � . LOOSE LINTEt SCFIEDULf OR AS�SHOiMt OTNERWISE ON STRUCTt�2AL DRAWINGS qdE � 4 � ' . . - �{ ' s 1 � - . ' END OF 7HE l INTEL SHALl. 8� FREE 70 �IOVE HOR IZONTALLY TQ ALLOW fOR ELONGATION ST NE VE NE DID FORM www.sm s ca � , - . ' _ ° . � `_ s , , , . . . • ' , ' � ' � ANQ SHORTEN�NG. . . . - , RE: ARGH. NEW TS 3X3X3/I6 T � ' � - FOO I�uOUS BETWEEN , , " � .' `' s � ` ` - ' ��D. � , ALL' �OOTiNGS�N2E-TO BE P�ACED ON FtR6f. Ut�ISTURBED�"NA'fURAI SO1L'OR PROPERLY , , , ` - NEW STONE VENEER ' ' ' ° - . " ' � . - COIrPAGTEO B�CfCFiLL,- APPR01IfD BY TH� 541LS ENG[NEER� BACKFII.L SNALL BE I, THE 7ER�i1NOLOGY 'CONYINUOUS' NE/WS WfWTiTY. PROVIDE 'THE NECESSARY JOINT ' � �w� � �`�H' � �� C� � Q� 1 , - ' - - ,' = � � , �� ' ` ° � _ COI�PAC7ED,TQ 957G (M i N 1 WN) 610D 1 F 1 ED PROCTOR D Er1S 1 TY P ER AS'Tt,�t 01557 UNLESS , DETA i LS TD AL LOW �OR BU!LD I NC tdOVE611ENTS. C(?ORD f NATE LOCAT I ONS W i Tli ' � ` � y � ' . ., � , ` 07HERWISE�RECOI��IENDED �IN.THE SO1LS REPORT. !F SOFT SPOTS ARE �tCOUNTERED _ � ARCNITECTURAL CONTROL At� EXQANSiON JOINTS. - - , , ' GOLUMN3� � �� �� � O� � 6" GMUWITH NEW i 3/4' = 1'-O' � , , � , " _ , �'t, ' , , Y ` � ° ' 'REi�iDYE S01 L ANII� RECOI�PACT,yYl TH APPROYED F 1 LL. {RE; SO1 L REPORT FOR ' ` - � - - ` ' , E ; , - � , , - , _ ' , , DESCR fPTION OF BEAR ING SOII.) ` , ` ` " J. PROV IpE AN(�iOR BQL,TS FOR $EAMS 9EAR(NG ON i�IASONRY UNLESS OTHERWISE NOTED. "^a� �/4■ _ ���« _ #4 AT 5'-O" DOWELS ° � ' ` ° � , � , � " _ , ' � _ ,E, ,` CONTRACTOR SHAI,L BACKF ilt EWALLYFON EACH S IpE OF FOUNDAT ION WALLS IN 12 INCH K. PROV IDE TE6PORARY BRAC ING AND'PRECAUT IONS NECESSARY TO WITHSTAND ALL { � � AT 2'-O' (3 MIN,J ' � t � - < . . , CONSiRUCTIQN ANO/OR WIND LOADS UNIIl, ALL FIELD CONNEGTIONS ARE COWPLETED �� �� ` O� _ � _ , � t�fAXlIU�1' VERTICAL LiFTS OR°AS'RECOAMENDED IN 'iHE SOILS REPORT. R�FERTTO SOILS CO P - � ` , . ` 'r - ' ` - _ .-. " -REi�ORT FOR 9ACKFfLL' IdATERIAL. � - � AND PERI�UWENT LATERAL SYSTEA� ANQ DEpCS ARE !N PLACE. � 3/4" = 1'-O' � ` , . s , F ' , � I!2 THIGK ISOLATION 2,�„ � 1 5 ` ` ' ' 4� ° , F.� , � NO BACKFlLL1NG SHA1.l 8E PLACED AGAINST LOWER 1EVEL kWL.LS UNTIL THE LOWER L. - STEEL FABRICATOR SHALL N07 RECEIVE ADOITIONAL C06PENSATION FOR SHOP �iG' . JOINT MATERIAL. ' , . _ _ --, � - ' . LEVEL FLOOR dWD !►IA IN LEVEL FLOOR ARE IN PLACE'M1D PROPERLY_AlVCNORED. ORAWfNG T IAlE FOR AtVY REV IS IQNS TO ERECT ION DRAWINGS NOR FOR ANY REV I S IONS �-� , � � ' , - ` � _s � " , CONCRET� SLABS SHALL BE PROPERLY CiiRED. . , _ TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTiON DRAWINGS. , 4�'�" 1'-O" �►" 8" �4X ry DC3WEIS - � � ' . . � • , G. F : �CENTER�ALt. F001`INGS UNDER�Yi�1LLS� COLUMJS OR GRID LINES UNLESS 07HERWISE �t, UNLESS OTHERWISE NOTED� VrHENEVER MASONRY RESTS ON STEEL BEAMS WITH � ��-�r - ` AT 2�-O" C3 MIN3 , . - " ' r ° ' , , _ ; �' NOTED ON PLANS. ` , � ', • " ' , FL/WGES NARROWER THIW ACTUAL` t�IASOhlRY 7H ICKNESS. WELD 1/4' TH IqC CANT INUOUS 3„ - - r . � � ' � ' ' ` � � � � PLATE TO 8E/W f'tAFiGE. WIDTFt OF PLATE TO BE 1/2" NARROWER THAN I�IASONRY , � , � ` ' � , � ' � _ ' _ - " � H.}� ` - PEiQVtQE 12� tNCH DEEP PRE�'OR�D Y010 FOR�S UNDER'AlL GRADE BE/�S. USE 1NIGQ�tESS. - � • � � ` � ` � � � ' - NEW STONE " � � . � 'CAR�QARD FORMS OF ADEQUATE,CAPACiTY Ta SUPPORT 7HE WET COHCRETE-A60VE. Ga � � � ISTING b' X I GA� VENEER � , ' ' �` v � � y - . 2s, , , �� _ " ' , , ' 4 C�I7RACTOft SHALL.PRQTECT Y010 FORM 5YS'fEl�1 UNT11. CONCRETE IS POURED UPON 1T. 9. LIqiT GAGE FRAAIING � , � 2�a''�" � � STUD WALL _ ° - , , , -- � ° , � - : �- � .THE PREfORt�D'V41D FOF�J SYSTEEI�II SH/1�L lNCLUDE ALt NECESSARY EyD CAPS. SE/W , � _ , ,(�d (�" RE� I�.RGH. � "" .. - r--. �- . , . F.F.E. i ,{ ; ^� ' � " � " � _ P/IDS, ANQ PR07EC71VE COVER BfSAROS AS REQUIRED. �ALI .�IMTS,AND EXPOSED EI9DS A. IIGHT-GAGE IriETAI. FRAMING SHALL BE THE SIZE ANO GAGE SHONN ON THE ORAWINGS, t " � � � . ,� � ' •n, , � _ . ' - , .` . � ` . � ' SHALL 8E ADEOUATEL.Y SEALED TQ PR�VENT_LEAtCAGE QF CONCR�'fE�,INTO TH� V010 - , � I , , ' ' � , EXISTING GONGRETE �� , "__ ' . ; � ; ' , F�• = ' . ' - ' B. FRAIrt1NG ROILED fR01�i STEEL 1B GAGE ANO L IGHTER SHALL CONFORM TO AS'Thl A570. ' ' ° ` GOLUMN � } ` � ,` . � - ,":r �,� , ` , � �� `A ' �.�' � LATEST ED IT ION, WI1H A M IN I1�lI�N Y I�LO STRESS OF 33.000 P$1. , � NEYV TS 3?C3 � `��'.�',. ` 8" ' � - � � � r - ' , r ' 1. � CONTRACTOR TO PROVIDE. AT HIS EXPENSE, 'FIELU QENSITY TESTS ON COI�PACTED FILL - ` � - - " GOLUMN WtTH a '_ � : � ' ` ' , � '. - . _ „< _ ° UNDFR f00TINGS AND INTERiOR-S�ABS-ON-GRADE. ` A MINII�Nr! pF t REPRESENTATIVE �,� fRA1i11NG RQLLED FROM STEEL�16 GAGE'AND HEAYlER SHALL CONFORM TO ASTM A570, ,� � - ° � 9/8" X 3 I/2" � � - � • .• . - �.T� ` � '� `Y _ " - ,- -, , , - , ' `_ ; TESTS SNALl. BE TAI(EK FOR Ef�(:H SECT lON OF FODrt�NC NJD SLA6 ON GR,4D�. � � IATEST ED tT ION. WITH A M IN 11�1�1 Y IELD STRESS OF 50.000 PS I. ` , - � - , X Q'�10" BASE � � - � " � ' � � � ° , . , , . _ , ' - _ - . ° .- _ � _ -� - Qy , � � PL.�TE AND ���- F � �'� r #5 VERTIGAL < < � , ` ° .. J. � NQ71FY SOlLS ENCINEER VWErt EXCAYATiON �`fS CpsPLETED SO TNA7 CONDITIONS AIlkY BE Q. , `A(„L WORK SfIALL CONFOR�t WITH THE RECONIZED STANDAROS AND CODES FOR LIGHT ' - ' ° � ' - _ � _ ' S/6"4� X b' � . � �� ` , r •' �. ° � AT �'-O" � ° �, 's " " _ � , • - � ` � �� ,. ' - ` r ' INSPECTfD.PR IOR TQ PLACEh1ENT OF ANY Flt,l OR CONCRETE. , 'GAG� IJETAI FR/W�NG. - . ° � ` , +[ � � ( ' . . . , ` ' . . ° ' � . - > �. , � .. - _ r j , , REMOVE PORTI N OF EXPAN510N � _ . V , f , . � � � � ° - ` '� 4. � 'SLAB ON'GRADE - • ' , _ , ` . ~ �. , ' ' 10. NON-SHR INK GROUT: ` . � EXISTING EXTER R BOLTS , , ` . . - ' _ , . , . w , • � ' F ( i ' � r , F r ( ' � f.. � Y f k • . _ . - _ , _ , . , _ . 6YPSUM FOR I TALLATION , � - ���r� e . , _ � � -, ,� ' " : - � r . ' A. TH� PREPARATION OF�TNE SU6(�2ADE FOR THE SLAB ON GRADE SHALL 8E IN STR ICT A. � NON-SHR INK GROUT SHALL BE PROV IDED: - � ` � � ' � . , OF BRAGE AND , f",ISOLATION - ' , • i„ ��:, - `, , ' (?.�-#SX GONTiNlJOUS � ' . , = . . " , ; - _ , ANC ITH TH P JEC'P SQ LS REPORT' REFERENCED ABOVE. THE ,C.4�NNEGTIONS. JOINT MATERIAL 1 .�'�.•. . , '. TOP AND BOTTOM , � , _ . , � _ , � 'ACCORD E W E RQ i - t. � 8ETV4�EN CO�.UMV BASES AND:CONCRkTE OR I�ASONRY SUPPORTS. � , , . ` . -` � _ ' � � . � (;ONNTRACTOR SHALL 0 IREC7 QUEST IpNS REGARD ING THE SLl6GRADE PREPARAT ION - � . 2, �BETWEEN BEAMS QR BEAM BEAR 1NG PLATES AND CONCRETE Ofi MASONRY ' � � ° _ ' `, , � � , k y` k _ �F�� .. - ' - ' . � ' - ' , ` - � � ` ` ' • � ` �REQU IREMENTS TO TFIE GEOTE(�iN ICAC ENG INEER. ' ` , , St1PPORT5. - ` 6" �' PLATE 3/8" X 6 X O'-9" _ � : ' � � - , J _ , " T . - ,` �, �,� ' - ° , " � � ° � � � - 3. GROUT SHAII. BE COIrPL6TE AND HAV� A M IN II�{N COAPRESS IVE STRENGTH OF , � EXISTING ' _ � �' ' , ` . , , � - , . ' - ' • � 8. � I�IOVEAiENT OF THE SLAB QN GRAD� 1�IAY CAUSE DAMAGE TO /WYTH IN6 CONNECTED TO GONGRETE - - , , � _ �� < - � , 600D PS I PR IOR TO ADp ING BU ILQ ING LOADS A90VE. PLATE 3/8" X 4 X I'-O" ' � YL} �` y`� ' ' - , � ' - BOTN'THE SLAB ANQ OT1ifR PORT►ONS OF THE SURERSTRUCTURE, ISOLASION OETAILS _ , ^ SLAB AND � ••.. •` . � h�'..=. �, ~ . , ` ' • � . " ,• � _ FOR PARTIT ION WAlLS. SASEBOARDS. P IP fNG AND OTHER fTEMS 61AY BE REQU IREO. " 11. y�ppp: � - , EDGE BEAM I,-6„ � - � " •, , .•'� � '� , ,; �j. .. ' ,, �• ' , � � ' - ' _ � REFER�TO_THE APPROPR IATE ORAVYlNGS OR CONSUIT WITH TFlE RESPONS IBLE �AE1�ER - TS 6X2X3/16 D IGGER ( _ �-4 T, �� � t _ , , ' µ OF TNE DESii�t TEIW PRIOR 70 WI�tECT1NG ITEMS TO BOTH THE SLAB ON GRADE AND" q, AL,L FRM,IING AND TRUSS LUb6ER SHALL BE ORY DOUGLAS FIR, LARCH, GRADEO BY , � � �x��' •^t.�r _ - i2" VOID FDRM • � " •. 'O ' ` _ _° " j � ° OTHER PORT IONS OF THE�SUPERSTRUCiURE. _ , , ` TS 2X2X1/4 DIAGONAL .* �°ry ' _ _, '1MESTERN WUOD PRQDUCTS ASSOCIATlON AND CONFORI�ING TO UNIFOR�1 BUILDiNG t 15 2f4'-5 1/8" 'U����'-' GONTINUOUS BETWE�N � - � ' , �• � , � _ � � . � - , ' � - � , CODE AS FOLtOWS: � . BRAGE WITH (�1-5/8"� � �����a� ` FOOTINC75 , , � _ � , ` 5. CONCRE E . - � , EXPANSION HOLTS WITH 52.1 AT PEaK ! � " �-s , � _ . ��� _ - - , � ` „ � � ' 2" TH IpC - 4' TO 6' WIDE (WALL STUD ONLY) STUD Fb = 700 PS I 4 3/4" EMBEDMENT ' � : ;;�rA 1 - ` � C� ( �� 2 ` ` ` ,` ` ., , . `. A. ' , ALL CAST-!N-PLACE CONCRETE SFIALL BE I�IADE W17H TYPE I/i I PORTLIWD CEMENT,. STONE 2' TO 4' TH ICK - 6" dc WIDER' . N0.`2 Fb = 900 PS I � � _�:;=� `-' `' . NEW GONGRETE � ^ , � . ;�..��,. Q ' - � , , ' ' , ' , -. AGGREGATE 1WD SNALL SAT 1SFY THE FOLLOWING REQtJ IREh�ITS - 5" TH IqC - 5' dt WIDER N0. 1 Fb = 1350 PS i - --- - _ ----- � . � ` : .�' ,� GRADE gEAM , 3/4 t-O , , - _ , a - ' ' N O T E D A L�O I N A B L E S T R E S S E S A R E A I I N I I+�1 h l S A N D F O R N O N R E P E T I T I V E U S E S P R I O R T O � ���='�v��� '�s RE� SEGTIDN I/51.1 - � , . ` � � ` CONCRET� 1TEK1� , , ' F'C �IIX TYPE MAX W/C RATIO X AIR REQ. ALLOWABLE STRESS lNCREASES. � - � ' � - � ' ' - � '� .,.. " , , . � . , � - � - - -- -- --- , REa PLAN *�'_ �`• ��. ` , �i �i , , U ' � EX I ST I NG S T UD W A L L �� �� ' `�' � � ` �FOOTiNGS „ - 3000 si STD --- --- . _ � �'=`� ` . • ' Y , , P i � , ___ C. FASTEN ALL 1h00D h1EA�8ERS WtTti COI+�I�IOW NAILS ACCORO ING TO THE UBC SCHEDULE �12�� g�8� , , � r: .� . EXISTINC� GONGRETE TD BE REMOVED ii �i � , � ^ ` � . � , _ FOI�AT ION WALLS 3000 ps STD --- TABLE 23-1 t-B-i UNLESS OTHERWISE NOTED. � i = �� �- i, ' FDOTING p p i� „ ExISTING GONGRETE a �� -. °. : ` . �°, � _ � 1NTER I OR SLABS ON.GRADE (COMdERC 1 AL) 4000 ps t STD 0.50 --- ' � � � , `:�� r � �" �: _ . 5 . , . . � ` ' - � --- � ' " ' . . ' . . � EXTERIOR t�NCRETE �••) , �4500 psi STD t 0.45 D. PlYW00D DECK AND/OR ORIENTED STRIWQ BOARO ' � $ \ , 'r � . " ` . . � • � . � - 3/!6 3 -------- ---- ---- F�F.E• L� . , .. ,.,�' � . : =xt " y� pLqN �t it � '�. - `` `, -. ' � ' ° � _ ° ` ` . 1. PANEL TH IpCNESS SHALL BE AS SHONN ON 'THE ORAWING. APPL ICAT ION SHALL BE 4, _ - - �� , � � �� ��' � � ` -. , 'z � f� ALI. CONCitETE SUBJECT TO SULFATE ATTApC, OR POSSIBLE CONTACT WITFI ROAD SALTS. ° IN ACCORDANCE WITkf RECOM�IENDA'f10NS OF TNE AIJERICAN PLYWOOD � _ __ _ � � - �� � �, ��` � ,'_��`� � �� _ , �i ii, ' , � - � � - ° ' ;s . ' , ` ' ` ". . W�C RA710 SHAI.L NOt EXCEED 0.#0. � ' ASSOC i AT l ON _� ` . . , . , " ` _ � :` - . , ' , ', , - . ° < " . 2. EACH PANEL SHALL BE IOENTiFiED WITH '�HE GRADE-TRADEI�ARK OF THE 2 ' ✓r' °_ij;� -t��^'-� '��°'.y` . . , tr� u ° • � +•� II�AYI SLtJ�P�SHALL' NOT`EXCEEO 4"- - � . . � _ � ��`� , �`�� ��..- �`����£� � ,. . , ' • < > - , � , . . , AAIERlC{W PLYVIIX)i) ASSOCIATION AND SHALL MEEt THE REW IREI�IENTS OF U.S. , r J� � ° � - , ` _ • . , � O O O � ���= i^ !_ix� i- .. , � '� � � ` � - ' � � - - ' ' ' ' .- - . PRODUCTS STANDARD PSI LATEST EDtTION FOR PLYWOOD. ALL PANELS NNiCH ` -- - __--_-_-- ' � = . ` - ' � t�� � ' _ . , , � - ° ' "��" -��r� . � � � ..-� .,,-- �� . _ . � , _ � , . , -- _ �` � �; 4:�..�b'�- � ., 8„ ' IF C4NCRETE'S'tJPPL1ER PROPOSES USE OF FLYASH HE SHALt. PROVIDE OYWER WITH HAVE ANY EDGE OR SURFACE PERMANENT�Y EXPOSED TO THE WEA7HER SHA�L � ,. , _ - � ,� : _ " - �, � , � _ ° � ' ` � -• `= LEtTER 11�ICATiNG COST REDUCT ION AT T IIr1E OF 8 iD. 7NE MO�ULUS UF ELAST 1 C{TY OF BE OF THE�EXTER IOR TYP�. �.- - ' GENER/�+L GONTRAGTOR� - _ °� .. . � _ , ` � :,_�' "��„ , � . � � � ' ` . �F•�,3 ' �, = A!�'CONCRET�,`SHALL EXCEE�3 YkC1.5 33�JF'C (OR 57,D00,/F'G NORMAL YYElqiT 3. � FOR ft00F USE 5/8' (40/2Q SPAM RATING) EXPOS't1Rf t SHEATHING NAII.ED WITH N�T� Y1-�AT THERE 15 ATI - . ' ` � � , - _ ` - , . - , ' � , � , , � . . _ , G • � EXISTING WALKIN C.00LER - _ � a-- ° � , � , ` ,� , , � µCONCRE7E). . , -' �tpt? NAILS AT 4 O,C. ALONG P/WEL EOGES AND, AT, 12 ALONG INTERMED IATE , ' ,��, , � ' Ji( . ` ' .' ` �. , ' � ' � � � - $UPPORTS. , " - ' AT INTERIOR OF EXISTING , _ NEW GONGRETE , y. ,;iAV�iGUT ANI7 REMOVE ; � - , " � • ' . ` , -. � ' C. ,CONTR'/�TOR SH11l.L SAYI�I!'� OR TROIhELq1T JOtNTS iN SLABS ON GRADE. JQINTS SHALI 4. EXTERIOR WALIS SHALL HAVE-ONE LAYER OF 1/2' EXPOSURE 1 SHEATHING BUILDING AT TH15 AREA. � = ° SLAB �N GRADE "� �� ` � TpP 5"(+) OF EX15T{NC� , . . . , .� , - � - - ' B SP ED 12 FEET I�IAXlAUi�t AND SAW�UT�OR 7ROWELCUT a 4 OF SLAB dEPTN X 3 16" � ' , � � - . , " � ° - • ,, ' , , , E AC I / � NAILfA A7 6 O.C. ALONG PANEL" ED�ES. • - , � � • �c}`1� � TS 6X6 SUPPORT RE. PLAN '�°�R '���- ` FOUNDATION WALL. ; ` _ � , NS ,w , , � � . _ ` LL ' WIDE WITHrIN 12'HOURS AFTER POURING. CARRY ALL 5LA6 REaINFORCE1�lEPlt THROUqi � 5, FLpOR ql+� ROpF SHFA7HING SHALi. BE INSTALLEQ WlTF# THE FACE GRAIN WtTH KNIFE PLATE. , . _ � , �0. g� E►" MAINTAIN EXlSTING � _ ,�„..,� � _ . . _ ` , - ' � .JOIPI�. , , , � �� � . , PERPEt�ICULAR T� SUPPORTS WITH EPID JQINTS STAGGEREQ. ' � . - , ,, ; � � � - - '- r � .� . ` . � ` ' ' . � . , - " ' , , , ' " � - 6. 11�STAf.4 SCl ITABLE EDGE SUPPORT BY USE OF PLYCt IPS. TONGUE AND , RE� f4/St,l TOP OF REtNFORGlNG ' � , .`, , � ' D. .SLABS.'TOPP ING.`FOQT iNGS,,BEAI�S AFID iNALL5 SHALL N07 HAYE JOINTS IN A GROOVE PANELS OR SOL ID WI�OD BLOqC ING BETWEEN SUPPORTS. FOOTING . �`;� " , s ^ , � �� G�" I �1�1 �` ��43� ;L �.��� � � � � � - a s� �� I o�l �12 � � _ , � k�-� - - � ` �' �NORiZONT!►t. PUWE. ANY STOP iN CONCRETE,MiORK t�JST 8E 6AADE AT iN lRD POINT OF RE� PLAN ' , ' ` , - � , y � , �SPAN WITH,VEitTICAl. BULKHEADS�ANO�HORIXONtAL"�IEAR KEYS UNLESS OTNERWISE� ' t2. , NON-STRUCTURAL ELEMENTS: , _ ��.� EXISTihlG FOEINDATION 3/4' = I'-O' �,„� .�` WALL AND<FOOT I NG ` � � ' ` � ��- - „ ` _ � � ' SHOMN. ALL CONSTRUCT I ON,�INTS SNA�.1, B� AS DETA I lED OR AS REV 1 EWED BY 1NE A. ELE�tENTS SUCH AS NON-HEAR!NG.PAR71 T I ONS; ETC. ATTAq�1ED�70 AND/O�i SUPPQRTED 3/4` = 1'-O" - a _ � � - _ � , ' " � - ,. ' � " , ENGiNEE�'t. ' � < < � " _ -w ` - ° ' � BY TH� STRUCTURE SHALl. TAKE INTO ACCOUNt pEFLEGTIONS AND OTHER STRUCTURAL - ����5 � , v ' 4 � y • � • , E. ALL CONCRETE'YIQRK At� REINFaRCE�tENT 0��'AlL1NG StiAt.l��E IN ACCOR�ANCE W(1N . MaVENENTS. � ` 'y _ , � � � _ �� � '' � - ;.� � ` . _ � _ , - � . # , � _ ACI 6Ui1.01NG �DE 318 IATES7 EQITtON. UNLESS NOtEO OTHERWISE. USE STANDARD ' NO�� ���_��� �:����� > . � _ � � , B. FIRE PROTECTIQN FOR ALL STRUCTURAI. PARTS SHALL 8E'PROVIDED AND SHAIL I�EET TNIS DETAIL 1S TYPIGAL t� � ,` z�, �, � � ° ` " � . � � h00KS FOR OOWELS I�IL�SS OTHERWISE N07ED. �ALI EXPOSED EDGES OF CONCRET� ' � FOR ALL RE-ENTRANT • , � ��°-�° � _ , ALL CODE REQUIREEWIIf�1TS FOR THE TYPE OF CONSTRUCTION,SPEGIFIED BY THE T5 6X2X3/I6 GORNERS GAST-IN-PLAGE � ' � � YI�Rt( SHAIL HAVE 3/4 INCH CNAMFER. . - AR(�IITECTURAL DR,4WINGS. STRI�CTURAL STEEL �ERS SHALL BE CONSlDERED * ` ' �`�}�� , � - � . - � • _� � UNR�S'fRAINEO UNLESS OTHERWISE NOTEQ. GONGRETE BEAMS DEGKS _l , { � 6.� RE1NFORCEI�ENT-M1 � t , ' . ' � AaT 2 t-O" �IMUM faXiX 16 GA STUD �Y ,,d'� TOPPING. /�Nt? WALLS� AL50 , � _ < < �� , 13. GENERAt,: � ` AT �`-O' � ; AT GONSTRUGTIDN JOINTS. ° � ' ' ° , A. ALI. RE INFORC ING $HALL�BE H IGH-STRENGTH OEFORIJED°BARS CONFORM ING TO ASTIYII ' � � ' • �'f �" � � ' T S� G�' I.C�1�i 3 � � - - , ° ,' . � °, A 615+ GRAbE fQ EXCEPT 71ES� StIRRUPS ANQ PLAtE ANCHORS YWICH SHALL-8E p. ENGINEER'S ACCERTANCE IYUST BE SE(�JRED FOR AlL STRUCTURAL SUBSTITUTiONS. � ON TOP OF � p� ,,�'' EDGE OF GONGRETE , ' � - � ° , r , ` � ' 'pEFORA�D BARS� ASTN DES IGNAT Ifl(J A615. GRADE 40 OR ASTM A 706 GRADE 60. - , - ' " , TUBE STEEL _ � , Y � . � , _ � ` _ _ B. VER IFY Al.l>OPEN INGS THRbUGFI FLOORS. ROOF ANq WALLS WITti NECHAN ICAL AND � ,� j ,f" 3/4" _ '-O' - � � � - �� - � - " B. '� , _WECDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONS. SiZES. IINTELS. AND ° ` � ` { - . . . - , � , ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATI _ _ , _ � , .� � . � - ONE FULL 1tiESH At_SIDE AND,END SPLiCES�ANO Y�IRED TOGEINER. � REQUIRED COFMECTIONS AftE CaNIRACTOR'S COAPLET� RESPONSIBtI.ITY. F � , • � °. � � � � , _ . , , _ - ---- --------- ,� C� #4 � . , , '� EXISTIN DOWE1.5. . ' , �; � _ _ - , ' ° � ° C. REINFORCEMENT PROtECTIp� ' " �, � _ TS 6X6 TOP � ' �; �, r �, N R�EV1S1011S: � { - - C. PR IOR'TO 1NSTAllAT10N OF I�AECNAN ICAL` AND ELECTR ICAL EW iPA(ENT OR QTHFR ,r �' , DO NOT REMOVE WHE ' � . . � i. CQNCRETE POURED IlGA1NST EARTH 3� ITEMS TO BE ATTACHED 70 TNE STRUCTURE, ENGINEER'S ARPROVAL OF CONNECTIONS _ ____ ____ _ GHORD OF TRU55 d.,� ,� �d, ./ �• , ,, REM4ViNG EXISTINC� � � ' , ' � � . ' 2. CONCRETE POURED IN FORNS (EXPOSED 70 WEATNER OR EARTN) Y ` ANp SUPpQRTS SHALL 8� 08TA INED. , UNLESS �EC 1 F ICALIY DETA I lE0 ON ,t" ,/'� '`y �*' ,.� ,,,�', _�"Y , � GONGRETE�SLAB AT ' , � � � ` ` � ' - " t , . , 3: �, COlI�NS AI� BEMiS (71E BARS) ' ' � - 1"�,�2` ARCHITECTl�2AL At�3,STRUCTURAL DRAWINGS� RESPECTIVE SUBCONTRACTOR � ,,�' � /' .'` �' �{ ' F.F.E. " EXTERIOR , m , , . � � . . ` ` �4. SLABS ANO WAILS (NOT IXP05ED TO VI�A7HER) 3/�4 SIiALI FURNISFf ALL Fi/WGERS. COf�WECTiONS� ETG.. REQUIRED FOR INSTALLATION OF 1" f . � � �, �, . � ° ,, . ` H IS ITEl�S. ' - , . , 2X RS ,f`� , - , - k , , " • • , D, ` � REINFORCE1�tENT PLACEA�NT AND TOLERANCES SHALL 8E tN ACCORDANCE WITH • FASGlA ri'�� ,r' ,r'� f (2)-�5 X 4'-O" �' PLAN � �f a 1, . , � , _ ` ,SECT IqdS'7.5. 7.6 AND,7.7 0� AC t'318. l�4TEST ED I T I ON. � . �' �`�H. • � TOP d BOT. , . , . , - _ 0. PROVIDE ALL EI�BEODED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL. L4X4X3/I6Xi'-O" '� � , , . � ' � � " � E: - NO SPLiCES OF�REINFORGENENT SHAL�. BE 1�ADE EXCEPT AS DETAlLEO OR AUTHORlZED ���ICAL. ELECTRICAL. MiD STRUC7URAL DRAWINGS, MISCELLANEWS WITH (�I-I/2"� , , ' , , . Eti6EDDED lTEMS AND ANCHOR 80L7S SHALL BE FURN ISNED BY STEEI� S't1PPL IER � + � ` , �' BOLT HOL.ES AT 6" ' � ' t ' � , - ` � � , . 8Y 7HE STRUCTl7f2AL ENCINEER. LAP SPLICES. MHERE PERAIITTED� SNALL BE A MINII�JA1 - {WD INSTAILED 8Y CONCRETE CQN7RACTOR. STEEL' SHALL FULFILL ASThI A36. K` GqG� ppR , • ° ' . � , � � , • N . " � ` 0�' 48>BAR DIAI�TfRS FOR �6 BARS AND SMA�LER AND SHALL 8E A �lINI1�JM OF 80 8AR � . , � • � � ° " � � . � ATTAGHMENT OF , r � � _ �� ,a�;�� , .:.,, d:Y��° ' ' .` t�lA1�lETERS FOR /7 M� #8 REINFORCEAtEN7 UNLESS OTHERWISE NOTED, I�AICE ALL E. PROVIDE ASPHALTIC t►IASTiC-COATING ON AlL STEEL AND WOOD EXPQSED TQ THE EARTH. � _ FASGIR. RE, RRG . ��' � , � ' , � , � ` , " _pAftS CONTINUWS AROUWQ CORNERS. � . ,. , p . , �:;� � � - � � -� . _ ° J ' � F. , SU8l�IItT SHQP At� ERECTION ORAWINGS TO ENGINEER FOR REVIEW OF ALl CONCRETE 1" FAGE OF EXISTING . � � , `h EXISTING GONGRETE ' � • � . • _, - ' � - ,'' . - �� - _ F. PLAC� TTIpD �5 (PER 8'`11�IICKNESS)�WITH 2'-0 PROJECTION AROUND AI.L aPENINGS IN REINFORCING. S7RUC7URAL STEEI. UWINATED Vti00D fRM�11NG 1�8ERS. Ni00D GAP STUD r , -,�,�'-- _ 5L� ' - � � - , ° 5� C�" f Oi�l 8 � ' � ' ' � ,CbNCRETE VWII'LS, SL.ABS. AhID BEAAA��SS. ALS4 PROY1DE TihU �5 X 4 -0 DIAGONALLY AT ,JOtStS. LOG FFt/WING faE1�6ERS, 8AR +lOtSTS ANO I�fETAL OECK. THE N{WUFAC7URING OR 3�_2„ <'� � - " ' , � F' - , , - ` ° EACH CARNER, , , . ' , , ° , . FABR 1CAT ION OF' ANY ITE6AS PR IOR TO MR I?TEN REV IEW OF SHOP DRAWINGS WILL BE 3/4' = I'-O' ` * � � � - - ' � ° '. ' ENTIRELY AT°THE RISK OF THE CONTRACTOR. - - � - ' - - " � ' -, " - � G. CONT INUOUS TOP AND BOTTOtii BARS 1N WALLS AND $EAMS SNALL BE SPL ICED AS � ., _ � ' TOP OF ' ` � , . v � �'' ' ° ' FOLLOVYS: TOP BARS AT MIDSPAN� BOTTOIJ BARS OVER SUPPORTS. G. WATERPROOFING� VAPOR BARRIERS, WATERSTOPF ETG.� SNALI BE AS SHOWV s� c-�- j o� � 3 � FOOT�NG � �" � . � ON THE ARCHITECIURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. " - � _ � . . y x 7. MASONRY: r ` � ' ° ' ` _ - ' , . 3/4'�= 1'-O" RE� PLAN _ EXISTING FOl1NDATION � - � r . � - � � A. CONCRETE BLOq4 UNITS 91AL1 CONFORM TO ASTM C90� GRADE N. BRIqC SHALL FUIFILI H' AL� M�SONRY AND STONE VENEERS SHALL BE AT7ACHEQ TO INTERIOR AND IXTERIOR - � EXISTING STONE GAP ,4� ���� - � - WALL AND FOOTING � � " , " • � � - ` • ° ' ' ASTAt C62, C216 OR�C652. I�iORTAR SHALL BE ASTA1 C270! TYPE S OR iJ. �-�5 AS SPECIFIED IN SECTIaNS 1403.6.4.2 AND 1403.6.4,3 OF THE UNIFORAI BUILDING , _ - , - - � . - . _ . - _ . _ cooe. _ - _ , _ _ ` _ ` � f � - . ° ' 8, MASONRY SNALL CONSIST OF CONCRETE BLOCK�WITH A �IIN11rUM COtiPRESSiVE �, ALL 011�1ENSIONS ON STRUCTURAL DRAWINGS SNALI BE CHEqCED AGAINST FIELD ' T�� W�TM - �f°�a� � � . �p - _ . . ' � " . ' - � - , STRENGTH OF �'�1 OF 150Q PS 1 6ASED ON GROSS AREA. � ARCN ITECTI�tAl DRAWINGS. TS bX6 TOP EXISTING STONE _ , , _ � _ , , _ . AND BOTTOM VENEER TD� Drawing Titl�: � � , � 4� ` . C: � � WAILS SHALL BE RE iNFORCED HOR IZONTALIY AT 16" ON CENT�R WITH 9 GAGE 1�IN IIrU�i �, CONTRAGTOR SHALL VER I FY ALL ASSUFIED EX IS71NG COND IT IONS. I F CONU IT IONS ARE i REMAIN _ ' � � . , _' , ' . �, • _ ° � . , � � < �. - � � - IADDER-'f1fPE REf NFORCp�ENT" AIEET ING ASThi A82 MASONRY WALL RE INF�2CE�lENT. , D 1 F�ERENT THAN ASSUMED. NOT t FY EN6 iNEER. ' � - , GENERAL. NOTES� , , r , s � W HORIZONTA� REiNFORCING SHAf.I 8E COMTlNUOUS AROUNb CORNERS, � ,.- \ ^ I PLATE 3/8"X3"XI'-6' 1 � . _ , , ;. _ , , � . _ � ���� � �� � .< � WITH C3)-3l4"Q� EXISTING _ , S ���� t THRE�4DED STUDS GONGRETE P .•---- / ' � " ` . - - - D. tJNLfSS OTHERWISE NOTED tdASONRYkWIILLS SHALL'ALSO �E REINFORCED WITH ONE + � • - � ■ , H ti-, �, - � � , : �4 VER71GALt,Y AT WALL ENOS. CORNERS, 'EACH SIOE OF DOOR q2 WINDOW OPEN INGS � ry,�,� , � � GaP � v; M s � WELDED TO STAIR „ 3/4 i-O pQ;•'" ��9� , , � , , , ANp AT NpT OVER 4 FEET ON GENTER TYP ICALLY.' RE INFORCEMENT SHALL BE Ft1LLY 7UBE STEEL 6X� i � "- r � - � � GRWTED iN PLACE. q20U7 SHALL DEYELOP 3000 PS 1 IN 28 DAYS ANO �IEET ASTN C476. ' U� �� v ` - O, � - a � V�� �� � � ��� EXISTING GONGRETE :� 15681 r; .', ` , �r4�-s ve° �� - � . . , � . . . ._ ,. ' , ' ` � E. Alt CI�J WALIS REWlRE��A MtNIF�UI+I OF 2- �5 IN BOND BEAM ABQVE ALL DOORS At� . . � _ ` FOUNDATION 1'�tALL . ' _ ' � - ' . ININDON6, AT FLOOR AND ROQF LINES� AND TOP DF PARAPETS UNLESS OTHERWISE � � , �' - .4ND FOOTING �� 'Q � . � � - , � N�TEQ. � ` - . . ' � ' , , �� �'. ' ��: , . . • , � - ' _ TS 6X2X3II6 SNOWFENGE PLATE � �� . F.F.E. � '`- -'' G ' � ` /OiVA�� ��Q�l � � • ; � F. REFER TO ARCH ITECTURAL ORAWINGS FOR CONSTRUCT ION. JOINT LOCAT IONS. UUTRIGGER RE, ARGH �' ,' - ' � ` - - � , - ° , - ' TYP. 2 LOGATlONS f *`� �� _llal'^O ) - ---------------- ' • � � ' � G. C6U SHALL BE fULLY GROUTED BELOW GRADE. , , TS bXbXl/4 EAGH SIDE � i .' �� ' TRI�S WITH . . � , ° ` , ' - - � � - � � � OUTRIGGER AT POINT � � TS 6X6 TOP - � ` ,- , • , . , • Arin eorroM � _@ . , � � �, Date: 07/�o/ml . ' � H. PROV IDE A 7H IqtENED CON(�tETE 5LA8 UNOER ALL iJASONRY PART IT ION WALLS. SEE � i?v BEf�'M , � , < . , �- , , - . ARCN ITECZt1RAL DRAWING5 FOR LOCRT(OP! NdD EXTENt OF 1NALLS /WD fOR OPEN iNGS. ° 212'-9 3/0" - � .' GNORD � � . � <. .• .•, . 1� , . �,, ' . . ; � " - � � � ` � � � � � _ . , , � ,ALL OF VW ICN REQU IRE L INTELS. SEE�k00SE L INTE�.. SpiEDULE FOR FRIW ING OVER � i i ,� �d `� b� , .- _ _ .•�' � .. � , , - , , . .' ' �Y t , . � _ - � � ', NON-BEARING OPENINGS IF NOT SIiOYW ON S7RUCTURAL DRAWINGS. SEE MECHANiCAL �r► _ -'- •' ---- -- -- 2X6 N.QILER � , `.....,_, _____ �___� _____ Projec No; � , � -----_ t 5295 ' ^ , ' ` ` ,s * . � ��RAWINGS FOR THOSE OPEN INGS MH ICH REQl1!RE L INTEL,S. O � � ATTAGHMENT TO ' � � ` k it � ` � TOP OF TUBE STEEL �� NEW GONGRETE � � • , , - � � - L�. PROVIDE I�IASONRY TIES VWERE lr1ASONRY4ABUTS CONCRETE. � , t ii > > . { , , ' '` , ' ` � - - ---- - -- 'T'Rll�'.y5 AND OUTRIGGER '�. , GRADE BEAM `� � ` � - ` " , - . � � i � = WITH O.i'1'7"� POWDER EXISTING GONGRETE ;� ' ' {�� 1/51.1 �� ' ',: - Drawn by: , ' - C,�E-( - -° ° ' - � � , ' . � ii � `� ' , - FOUNDATION WALL � � . . , _ , - � �� . , AGTUATED FASTENER AT STAIR £6" a 9°� �` , ` - , . ;Y _ _ , ' I=� . � � .4T I'-O°. (3j-�5 X �'-O" `� ' . • ' _ _ , . . � , � ' . - � � • ':. � � � r ` - _ . , . . • . • - --�---��--------- • ' ' � / � � POWELS A�T 6" _ ` _a • ' TS 6X2X3/Ib EXISTING- ► DRILL !rl AND � ? ,T Checked by: { J�� � , . , �� „ , i ►. , �_---- '- . t OUTRtGGERS AT FOOTING EPDXY GROl1T (4J-�SX � �� . ' � ' - ' , x , � ' I i RE� I/51.1 FOR KNIFE PLATE � �`-O" MAXIMUM � ' ' INTO TOP OF �j - "•• • �W ���� ' ` . , . . s _ . , , _ ' , ' ' •• �' EX{STING ` �• � � GRADE BEAM SI1Cet: ' Y � ' w ' , ' ' ' ' T5 6X6 SUPPORT � V � FOOTING �2 TOP AT 6� ` ` , n ' ' ' ' BERM - � 3w VERTIGAL GAGE ' � - . � } � - , ` ' , � � � MINIMUM AND � AT BOTTOM , - < ° ` � ` , ' ' > . � �, i i � . , 1�X�4 FALSE _ - � ' � ' � , ' , . AT b' VERTIGAL 2X RS SUPPORT BEAM G��. ; s � , `; �. , • . _ i i T�T 6�4 VERTIGAL FASGIA � � 1�1 � �� � �,_. � , ' A � , ' , _ , � ► RE� ARGH. � �..� ° , . R . " _ � , ' ' , , � � ' 2���� , . ` � 3!4" = 1'-O` - ^ ` , � , _1 , � , � ' '. , ' , , � , � . , � _ � , � ' ` , ' , :_� . . .0 ��_ , . . , , , . . s� c-�- i o� � � � _. � � - ����" [ �1�1 1 � . �� G'.'i"' f C�1�1 9 � � ��� � � . �� , , � , = . a �� . ° , . , _ • � , 3/4" _ ��-O. _ - - „ . , - _ , ' 3/4' ��-0� ^ • 1 ' - �t r . �� `- � .. . - ` v • ' � ' ' � _ " ' , � � ` � � , . , , � - 3/4" I'-D" . . 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