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I � � 'o 0 , I *►►� $vrrt�ta o� t�w Go N - - - t .� I�+�tat ��ti� �i� CooRa W�rg�r�T � -- = I� - - 'Y�Q GONT� �oon,a�, o a •1��4�IT', �1'� • � _ � �,' �F,vNR,,r w�rl.l, Q .W � 1 . . • �2'' ' �G�*� � ' --- - - - Q •W 0 3-#5 �Caµr.�IN N� � '• �cISTIN� A�it�+GTUR� � `�,� . � , ,��J. �O�Ti Nb-t�WEL'fb �x�ST1Nb p ° �lPrt,1S� "�{pIGArL � � V � �'oOTI NC� W�2'#�J VoklEal7 K� g11 O,U �r � • . �-. w Wau�o(p� INTn Ex15T1F� �� q '�M�R'bRAiN .d . 1'-oQI1Nf� l4Nv (�Ro�O Wl I u �/�GoNN�C.T'rD 4 D , �I F�LD VERI ol Lo �I.ET�N .�i_j NaN-��NIc �Pa�ty � 2�0 "►b �►►ST�Nfi 5y 'rEN, �C�1J(� S7R►�TIJRAL `1et , l�SnO��cls'�FII�T � � � — ) ; �,; - C-rrA -rW ur�, , : �� �� ` ` r�a�r �uu. ++��+�r,°� ._ _C3.> �--- . -�7� �SECTION D - ° � � 2 ��� ,�,� �' N � = J � �xw�n►u��iw�s � � �- � a • wpa,�i.n-.r� (�N�Nr�f� � ,,— �1571N6 C�iN�.�f.�H � ' ° � 4 - Q �F,w v�+t� I - - Q - � , �acw,sr►w�'cof+c.�t) � , •� . _ - � a J. I� .� N ' ' j ���•as.e � � �-Q�E�y4"'�PcTE � N�w -T�5=5X'rl� �o.�pe�7 �e e � ASSENB�N v � �WMN W/ � o�?r y�� "� NPI�N� _ ( 3/4"Rh�E,4t�� .'� ►r�� _-___�____�'"LTt -.-_ -:— .�. � b� �.�}�N ---- a I �� '�w , --- - �i O � 7 w . I M �� M M I l 4 •� i AMIN ' � � �M�"�'�'��", y+ W�'4��� '��� 2 6 FII�ST FLOOR FR Ci z•.%NO►�.`.`•�e4 • � ,. '��''o�co��' . � i. f� N � � L � V � T � D �.J . y¢a-1�D" , , . , ., , ' � DETAIL�-E � S2 �2 3/�.��,00 _ ,� • • EX15Ti►,Yo 12"` " FMso�t4� �- C� N� • � �� 'R� �WuN � - � �' �= N� • /1t IS. �XI4+11 N(D �l�R � ~� ( -I'� 1�4k�N I►S IS. ' `t . v - � GRoUt A�v �FFiNs A��- �XI S y2� WE8 Sn �` � N� � 12x 136 �.M•1 -�u� �� /4T GoWHNS � �'� NN. [�RA.1f A�WV SFFINS iz�AO � "('tPlcft�► � �-�.�cT►+ �nR� �� , W I % I � �� ���� �(o'�O.C, Y2�E3 v�� �� 2 4J FFNEP�f�f� .,..� ti� �. I f " W�. � x� N�w � �2x��G � � ' ' � � u � g S�vFh't'(p. � c.> Yz'; �-�+rw � $ " � �F�u�s aT�r�t1 i 2�x b,�, . y u �„ �N� � ���N � I � � y�.�� b" rra� � � � ¢� I � ( � 5'� �3 ts coi,u�N f�� ��F.R R�Ac 511 � 'T'S GOLU N �1� � ( �� � w� I � Z w -rE� pt/t,,� I NoN•S�R►NK �XN I I Q � � f�` I ( Gtlou�' � SP�GS. I ( I � � , � I � � �� � � � po . �p � I � � � — Q I , I l��l.l T U.C�1.1� SDU D d o� � , ° • 4 . d • 6 ` c � W I $� hND AvJ°IN�tsC� ' a a I ' � o . �, c kw N� o ' a . . � W,� — , . . . . . . . ° ., . ,. . ,.;�. . Q � � o � ..: ,;•.•ti�.: �• , ,�_ �. •,;•�: ;r_ '�'. J `'� v O i� �� a w C� II � I �;�•°°��� N � O `� �x�n� 12" I � I 0������ •s��, � _ Q �ouNpP�-noN � � � WPrU, II� �� �' T M : _ = J �,- �x�snr� �uNO�r�oN � V � ,— �'•� pN p ,:o � SECTION G � SECTION F '��''ofco�.�'� Q � � I i�21�'�II �'✓ „'. I2�%)�M � N STRUCTURAL SPECIFICATIONS 1) lowdation deslqn basad upon aaxiaum wil�bearinq capaclty oL fabrlcak�d aad ar�ct.�d in aocordaaeo with LISC SPSCIFICI1TIOtTS, g) L11 structural fa�bers u� sho�+n in t.hair Linal yositions 12) �11 �atarial� �xpo��d to axt�rior and/or aoisWr� oonditioas 5000 pa!and wquivalant lluid prasau�o! �5 pc! as rsiarencad 1989 tT�d CODS OT STANDIIRD PRIICMCE. nll veldlnq to be proparly brac�d and supportad. durin4 �M�Otion it aay ba shall b�tr�at�d!or thu�condi�lon� (io, cheaical trsatsent, in oriqinal•SUb�urtaw Inv�stiqatiaf•as prapand by IGL ZBFt parLorieQ by a eartitiad velder and coatora vith 1�ISC enC aMS naosssary to sLOr� pertions o! tha atruatur�whila other staininq, yalaLin4, �tc•I �+r�quir�by�oQ�. �tiD 118sOCI1►TSS. I1PD. Soils an4lne�r to v�rity conditions at BTRUCTt1R11I.ilBIDSItG coDa, 1990, all alectrodes to ba EB-7o7IX. postions us b�inq constsvct�d. CAntact tha structusal 1�) HasonrY�P�citications- tia�o!axoavation contora vith�oil�raport. Installaiion of Grout ban�ath all base platu and bea�baarinq plabs shall ba ettqilws!os consultation+s sequlrod. All aLorinq to be li�id a) Hollov load-b�arin4 concr�t��s°�'Y block sDall be 8• psria�t�r drain to contori vlth wil�r�port by�nqin��r. 1111 non-shrink �pwcy vith �ini�a 7e day eo�pr�ssiw str�nqth o! �pp=dintt�d Yittt stsuctuTal�nqinaer and approVad prioi to the Lhtck vitII alniau� co�pr�s�iw str�nqth o! 2000 psi or tootinqs a�lY to b�ar upon natural undl�turb�d wil or co�pact.�d 5000 psi. J111 Trubolt►+Wg��ncbor� a�d i��b LO a r��oval ot any structural �lwnts. Poundation, back!!11 and b�Lt�r laid Sn runnin4 bord• 1lortar to b� TYP� 8 vith structural lili aa approv�d by tL�sails�ngin«r. Sub�lt coDY install�d accordln9�����r� ��ificatlons. ilatvork�l�suib ot yroj�ct aust b� co�pl�t�d yrior W ��^!�=��s���ot 2000 psi!r«o! all ad�lYturu o! r�port to an9ln��r. 6) 6h�ath rooi vitA S/8• plywod or oriant�d strand boar3 vith laGa�nt ot t�aporary shorinq to support�xistinq structur�. unl�s� approwd by�nqinwr. 2) 1�11 foundstion around p�ria�br o!sLructur�shall Law ainiau� y���y�p�=atinq o! �0/30 or b�ttar. 1i+11 Dlyrood rith 8d p b) F�SnLorc�rnt ahall b�- frost probction oi te• to bottoa of taotinq. ■ oc �t panal Wqu and 1]■ oc at intara�di�ta aub�'�. SO) ��t°r is r�sponsibl� !or all non-ipoclli�d conn�ction�. w�rGical-�S bars � 31■ x c�ntar�d. �) 111 concr�t�aust attaSn ainiau�coapr�s�iw str�ngLh o! i000 � 6 contact structural �nqlnNr tor d�kails as r�quir�d. -�risontal-t8 DORAWIII.L(truss-typ�) at altarna4 cour��s i alt�r 2B da s. Gsi bas�d u SDILDING CODB �� ��� 3os� ��for dulgn- 11) ContracWr 1� W coo=dinat.� all diaphraqi pan�trations (ia, �a■��p��rith 3-iS Dars continuous at toy o!vall • p� Y gn p� -Fcoi-80 pat smw. chinrys. Pluabinq s�wra. �tc.) throuqh lloors. roof� and �d �idh�iqht, dowid W ucisiinq tow�dation. 1�11 RBqOIR&�iTB !OA ABI1iFORCBD CONCRETf (1�CI]18) 1989. �flopr��0 ps! ruld�ntial. foundation ralls rith sppropriat� sub-contracWr�. G�n�ral �rlsontal r�inlorc��ne to W eontinuous at - ♦) F�lntorcinq stMl i� craQ� a0 tor }♦ anS 45 bars, f6 and -100 paf us�aDly. ' Contractor 1� r�sponsibl� for tiens, wthods, tach�i4ues, ��s�ctions and wrnars. qr�atu�to b�Grad�60. F�inlorc�aa�t plac�rnt sDall conlora �p��-S00 pst. s�qwoc»s and procodur�s associat�d vith tLis pmj�at. Notiiy �� �.out all c�lls rith r�intorc�tint, solid vith llovabU rith Y71NU71L 01 6TI�ND7IAD PRACTICB� i990 u D=�P�r�d by CRSI. -W�'35 ps=. �nqinwr o!all conilicb or oiissiwu 1»tw�n various�l�nts q�ut (aininn coaprusiw�tr�nqth o! ]SO0 ysi ait�r 18 111 lap�ylic�s to b�ainiau�76 bar dia�t�rs, all horisontal E��_g� 1 IIBC. ot tL�wrking drawinqs and tb� yciatinq oon3ltions b�tor� �y��, p=ovid� w�p Lolu to wrily coaylab qroutinq �� � r�lntorainq stNl to b�conLinuous uound corn�ss and at wall 8� �1 �o���ou=uat coayly vith ttu 1991 Onilor� Buildlnq �m��q rilh that portion o! tL�prujact• idu+tlty ot ali �vibrate u r�quizb. lnt�ls�otl0ns. Cod�a�adopt�d by ih�Zbwn ot Vail Suildinq Dspas?ynt and t�h� �is•�,.���n structural�lu�nts basad upon Dlans by L11R.40N d� y�Uls ar� doubU anqlu I.�xix1/t. 1[inina �• b�arir�g b) Btruotur�l�twl shall b�U36 or b�tt�r, anchor bolb�nd bolb •rwn�ral Conditiau ot tLs Contract Lor Coostructlon' (1W► and W�tBY, 1�IA Gat�d tabru+rY 2�. 1970. 1�nqCh �ach �nd o! linul. �is1C coordinat� plac�a�nt s1u11 b� 11.107. 711 structural sb�l !s to ba d�t.ail�d, �oc�nt 7�701). ritII a�cDanical contractcr. / / . � . I , P�At.��'i r.U� c� t%� �- k1 I�..w I�.I T►��, 6.1� ����iuP.T t.,i% c-O��c., GI.1R� "T'o 2�rLLI2�l �- l� _�r. (�KOM i ti►�.U�.. �z�.�c P,�.vF..�Z.S ,,,_ _ q-- 5 T� P�� s�o� �XIST� PI..�aI�lTlNla P.��A uP I � � � � � � � � i � ! i I , ; � � � , _ ; L' L I ' I �I 1ST ��V�L� �AU P(T��QN � _ j i � ; �„� ��-�- r„j� � ;`� � a t-.U.`S, ( 12-co �C �-C� = 31 1 ��� / Arc�-+ Ex i N(� �— ' -� 4 ; , t�lEw v�s �-�'Jc � - PKoPo�D f , ' � O�[.►< � t��A�T�-+ �wSTi N� 5T�-uLO �NLi...osu(LC. -_� . J\�w NF1� WI . • �"d t-.�VEl- DEt_K �NLL.osU.R� , � . T� �w.� oF�lc�� Ic�-(D�x �+-'-o�= � (,(a.� s,F� Uvi�i-� G�� I �.� ��-�C.,-�. , � („1��-i' �1.��l�TIDI�! �1TH �I.._��/,b--TI aN �l.J.�1.�11..iCa � y8 = 1'-a" �� ���� o�..�r�ry�. � i , � . 3 - ��� ���s -r� �� � n.� -r� �c,s�'i rv� �►..rr�� �- _ --t _ PKoP��'Y - �� l_IN� � .. .� -- � � � ��� DW�tF.� � , . s1T� P�.Ja.l�1 . . ��o N, � = 10-0 � . �� ` �:t-�-o�.��., IJ EL�J I�!�►�1 Dct�.l ' ,�a Town of Vail Communiry Development Plan Build Health Fir� MAT4-� �-XIsT11.1c� P�c�c�� f �pproved C� � ❑ ❑ M�C�-i F�vST�Nla S'r'tY1L� -- ��n�°d ❑ ❑ � ❑ � � �. , �. A!!l7TT'tON Tv (�L1 - - v�lia�ty of perT�t _ Sec �03 (c) 19 U E' C � , " , ---— _�__------ , - thF Fssuance or grantinc� of � perm�t or G��rov�l of �l:�ns an� � • • , � �, « �p rava o , any v�o a �on o any o e prc�v�s Qns o is cods �P ar of any other ordinance of the Jurisdreatr�h TP�e issu�nce �� a �srmit based upon pians, specif�cations and other data sh�g not prevant the bwldmg offlciaf from thereafter requiring tf� ��``�T �-�--�..�'d'�T�0� N���H �---��/�-T� (��jat eciion o# $rrars in said �lans, sPecifications a�'a2tie� � 1 „- '-p" '� ' _ ���'� 4��E. �-2��� � ,S- � �g .. � � , � , - ' �i__.1�5 �•DDI� I OI�I -�� - �I� � � � '� � �� . Uof� �12EC-K Pi.-,e.,7'1� , I�� vorL E LR..E.�� ��.. vA.1�� C...p, � p� r .� .�^`��.M�4;;-{sL...1-��°`� , �y.�;���'.� `��'����;��,- PARADlGM ,�; ' * o �,��'�°.k�� � ^.����;� �j� !j U�'..,�'F,.'�l 1 , � ,���K>o���a �.,�k����� ,� + - ��''a DES1G.�1 M aax�,�"E,�7 b .L � � � �,�� � r� « ,.v �� `S y 1 �iy 'a 9�7.,a.. 1 �� e':,;"6� ` � � �°� � �� J� ;� r l,�� ARCHITECTURE PLANNING INTERIORS � � �sr_ , �. � �.�� 1 / ���, �,� �,�,a,�.E-��"F���' ,y'' � -- r a.�y �`� ������,�y �'.O. BOX 731 VAIL, COLORADO 81658 303-476-6397 �___---�h.F-- :-_.__ _ a 3-23- �2 _ � ♦ a r - r u r �. � z'c�" -� ,- - - - — -- - - -- - - —� r �� / r_ _._ _ ._ _ __ _ _ _ _ - / � ( —EK ' � �" - - - - - - - C1 ❑ ' � � �1 �� j C7 � � �, — i i— i --�,- —� — I-�— -� --r ---�I — -�— ; I i 2� — :� ; � I I I � � I i ' ' �� ii i � �I i� II �I �I �� �I �� � ! � � ------ 5��° - z� � i I� �i � � �� i� I i� � , � � i � i � I � �I ii �� I� �� �I 4 � � ��' S� `r � i I) I II I If � � i I II �I � � ►� �� �I �I �I II II I� t i i � � z" � � � i i � � � � � � -II - �i I� II _ � ' � � � � - - - -- -- - --_- ; � ! i -- - � i , � � � � � I ' I � D ► � � i I � ` , I � � � , { � � i ; � I , � ' � i � � � � < < i � � � , i � � � f � . , ❑ ! � ,, ; ,, �r - - - - - - - -- ,. , � , , � � , I � ❑ � t ` i i � =9 I ' I � � ' I � \ , � � . � i � � � � I \ � � � U ' , � , Q � I � � I I ( � I � � 1 � i� � i —t / " 1 � � � �- P�N �Qu� ��i�.�t't'" P� 0 f`I. ���1=0 h-J. ��� ���,� � � �_ / . z %'s�� @ � , i _ __ � _ Town of Vail Commumty Development ��Tl.1P`.A►,I`1-T" PIAN - lan Build Heaith ��s N, �4_ 1._U.� , ---— -- qpprov j D F{ZU� t�'�... L_.�--t.�V. t�-�� � ��. �L��..._y Oenied CJ ❑ .� �� %2. "�-� /z - �-�� Valid�ty of permit t " ' Se� 3G;, (c) 19 iJ � �� � � � ,���r�°! o� �lans an� the rssuance or grantin� o� a ��rc��t r G;r��s��i speccf�cations shall rot be rorstr�i�d to b� ;� r����;��� for, or a� approva l o f, any vi o l a t i o n o f a n y of t�le p;'t�4:!SYOi�� Ci zttis �ade � or of any other ord�nance of the �unsdicat�on T��a iss�a��d� a perm�t base� upon plans, specif�cations ar�d other data-shaN ' not prevent the building official from thereafter requiring the , correction of errors in said plans, spec�f�cations aaad Ather data " 2��� �ATE' � \ � 8 . , P�I--.-L1�S �..[�D fT�t�h`I . � ' 7•�-�� �`"�°��������`���, 1�3 �o�,�. �FJC t�rz. - v.A.� �.-, �c�, �1(05 7 ��. .�, ,� � � ,� � .�.=�.��a��.; �� � - FI��,������ \���>p� ��Z�� ♦ �� � �, �v ?' �?�i.� "; � /,� d �°��p° �''�?c Ta ��,, ��� � � � ���d�a� ��04����,� , � , PARADIGM , ?F� � , y � ! %� E� �� ���'� W. ��,� ! � ��� � 1 , �, � �,� �4����� . �,f, Df SIGN , . �� � . .�' �/ \ 1`� �ve a������ ���� A���`�,-� ��' ARCHITECTURE PLANNING INTERIQRS �z;_ QR-1�.14!, ��A��IOEJ �L�`�/. 3�23- �Z P O BOX 731 VAIL, COLORADO 81658 . 303-476-6397 1 1 "_�'-p" I � �� , � _ _ , � N a . -. ��. �� �, i '� � � r�/ �� "' rr�r - � - - - - - - - - Q ❑ _ .� � �I — �I �r— � -�- —� — IT— �T -�---- -�—;--�---; -�----�=, , __ , � � ►� � � �� � j � �� II I� il �i ; 11 �j II ; �� I ; �� ; �I � � ; II �� �I i� �I II � I� t� �i �� �I i � h , �� ; I � ; i ; � I� I ; ' I I� i� �� �� I� �� I� II I� �� ���-----I'� II � -�---� � �� �----I�--- �� �----���i ' ` �� �� �� �I I� II i� � ► I� �� II I� (� II I ►I �I � �� I�� � �, � �� �i �I I� (� �� �� i I� �� � �I � �� i� I� II �J-----��a� i� �� I� �I �� I� II II II � �� �� �� �� �—��- -- -,I) ��r---I�—, �� !) �� �I I I � � � _11_ ,I� � __�_1_} � � � !� — -- �------� ---- E� Tl�c-K W� (v t-. � � ' — — � � � � � ' � � �--- . � �-------� �_ � a F X, TRALK 1�1 l� �- , i-- ---; � � � � � � � � � � i � � L ' _ �''J ' � � - --- -y , TKAC�.c tJ 3 L-. 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Town of Vail Community Development Plan B �i Health Fire � , �'� �i�R1�1 TLL2F � t�t_._u�("t t�.�,! ►�.��=► Pt—A.I�I ❑ ❑ � ,—�--.--,....T2-I� �-- �At..1 �pproved ❑ f�1' ��}.����� N• �', 1 _O� Oenied ❑ ❑ " ❑ J ����� ', ;-G.�.i.tS TO P R-�'t�V� Secv303!(} 19PerLt,I�+ C Q - NE.W 1_.oW vo�.TA�� t...I�HT� • The rssuance or granting o) a parmig �<� af�r�vz��f �I�ns ari�� s�;acefications shall nat be constru�� ta �,� u ����n�t for, or a� �• �-IUE-f'T'�--�I �i N i 1�1c� ap�rova! of, any v�alahon of any of ths prov�4���s of this catf�z� - N�w �►tit vo�TAC�E �c��T' or of any other ordmance of ths �unsd�cation T�,e issu�nce of� 2. i--�[a�-fTU�--i F...�- ���-i t.� I 4101 � a permit bassd upon plans, specif�cations and other data sh,a�l not prevent the building official from thereafter requinng ifie ❑ - N E� �-ow Uo�'�� �t�+-IT correction of errors in said plans, specifrcations and other �- data " li � � �aT�• ��Z� ��..._.�.'s ��D �i�o� .�-�3- 9� ;s_,��,:� 1�3 c�orz� �r� �c , v.a...i�-, C_.o 8�c�s 7 ;�,�.-:',�.-°_-°•-�:,°.... f����� �b ��(�F�F�^F',j�.�\ � �/ ��� 1 �j s2 � � � �, PARADIGM y ""��3,� '� `\ � � ���.'' °�� y ' �,# �9�6�a"'� �'�a"Go'.:'.��.�t..Ji�t �111� � �' � , DESIGN �- .r� Ea;� � , , � r"8 p"o��f� i`� r� I �, �, --,��e,Ed3�;°-� � •- �' � � oe' yr,���� '� ARCHITECTURE PLANNING INTERIORS � � �� �Q ����j�� I l���'��_ ����-_� ��� P O BOX 731 VAIL, COLORADO 81658 303-476-6397 :,� 3- 23-�2 � t • � - � ��"+ " � � _ � � m a 1.3.� L.1_. � C1 � � u.P � � , � , � � j ' � I I � � �I I I � I � i ' � -� - - L' i.:. L I � I I _ 1�T I-��/�.1.. ��p iT I��+V `T'o I� , � � '� /M�.rc1-+ Ex�sT1 NCa �i F'f�.. ^�� ' �',L.Ll.`S, ( 1.2�-10 K .?- = 31. 1 ��� � � � , t�F� v�s B��c . , Pf�oPo�P � � . � � �F-GtC —; � l���TGt-+ �w��r.ic� �sTuc.�o r":-t�c-i...o�t1� C� ►�Fw wi►��w - � • � `�- 3`'d l-..�.V E�.- D�t�tC �N Ll,aStIIZE Tc7 R,]Ll1� O�If...�C �(n-{D X 4� = . (��o.o SsF� , � ��� �--� P�� �+-C�. (�J�S�i �-I-.��laTIDN �011TH �l_�V.�...TI t�f�1 ... �I�.I L.DI1..1� ' �/8 = 1'—O" �� ��—�y� �' o�t't-�M� I I 1 PK°P�R'T Y � Llr•.tE - ' i � � �o�� C���--►�. DW�/F.� � .�■.i A � � fl S�� ��`—�./1'�p N. 1"= 10-0" t��c ���-�_�- I�t� I�i►r� �.. � � � � � 0 � MaT�-H E-XIsTII�IU �� Mp-Tc}-I �us-ri Nv p�►�c _—__ - - -- ---=-_ -___ aG171'1-ION Tv L�t--ll� _- - � , — ---- t1 P ` � � �.�T" ��-�.��T ID� �..�o�T N r-�.�.-��.T� c�� � i� „ , �� • � ' _ 1;0'' �, - �s- ��° �8 � I � � ,�.�- � ' �L1 � �.DD'� I I��l � - l � - �� � GoI� �I�.C-I< P� , I�� vorz.E. L�� �+�, v��cr f �, � � PARADiGM � DESIG�1 , � ` ' ARCHITECTURE PLANNING INTERIORS . i— .� '� • P.O. BOX 731 VAII, COLORADO 81658 303-476-6397 --�- - - - - — -- - - - � � � FIRST SUPP�EMENTAL MAP FOR x R9 � AgE��BQIVISIQI� OF PART OF , LpT D,VAIL VILL A�E 2nd FILINV TOWN OF UAIL, EAGLE COUNTY, COLORADO -- _ INTERSTATE 70 t'EkTI F I('ATb OF Df;Di C4'i lON 4NU OWti�RSHI N �F k`l 1 F 1� AT'F UE DE,DI(ATIOti F�)k MORT(�AGE HOLDE k C)R D},E U OF TRUS9 HULUF R hnow �ll men b� lliE�se piesE�ni:� th�it 1qq�P Gi�iFn, Kodn�� F Cl� tez , ElilabPtl� h huow �11 mE�n bv lhF���E� pr�sE�niti that Fi��,tBaiii� of V�� l , ( iti< <itp Moita<iye� and � un�n�ei< i�l � " H `'l� IPi , 1'iero � IlaibPti Ri�olta and (harles t1 Rosenquist , tie�na owne< <> >n fee simplE� [e�lE��,�� E�an�, ,i Fed�ral Sa��nUS t3anh, be�ng th� bF�uF�fici�i� ie�, of a murtqayt ��� d�ed o7 � � �,t .ill that i�al ��i�pett� slluated in the Town of �'ail , Faqle (.c,unt� , Colotadr�, tru�,t un that �F�al ��i<,pE�lt� 5ituated �n th� Town ��f Va� l , Fayle Countt , ( ��Ic�iado, 5C � C dN�,c t �hed as f c�l l��w�, z �� e dPSCriht>d �s follow� � M � 0 P � ' - � -- � � :�l It\F�OR':, ( FhJll ]( 11F � - _ EAST ---�___ = ,. 5 VILLA (St FI� ( onduruintum UnitS 1 tl�iu �, Cundomintum linil "Yenthouse", ( omrue<< tal I�n� ts A lhiu U, � und�>m��iiuru lin� t5 1 th� u �, ('undominium l'u�t "P�nth��use" , t <>mmE�rc�al Uu� t �, a t iu D, i � � � __- �W , Gc�i� Ci��l, Pl�ze E3uilditiq, ac�.otd�nq t�� the Condomini�im Map f � lc�d fo� recoid Septembe� Uor� t'i���� Plala Buildiny, a<�cuidinq t<� lhe ( �,ndo�run�urn Map f � lF�d f<�t ic�c <�� d SE�pt�rnbe� a �, � '�°`� As MAO�,�, � i du ht��Eb� < <•it , t� th,it I ,im � �t°q��t��iE��1 Land Su< <e�oi lirensE�d undc�i thE� laws �>t thc� Il, 1911 in Booh "1 at PaqF ill and a_� df�tined in the Condominiu�n DF�cl�itation [ecord�d � 7, ]9I1 in Bool. ?"'1 at PayP "Ill dnd as dPfinPd �n thE� (ondom�nium Decl�irat �c�n �P��orded �l �� � � � K � TRACTC � MpuNTCIN � ���d�t' U� �U�UI �t(j(1 � fld� � �113 ( (�fl(jUfI1l111UI1i III�i� IS � IUf'� ('OItPC� dilfj � l�fI1J1�P1P dS �c31(� l)Ill , ���je�I��I' 16, 19)1 111 Ei00� ��] dt F'dqP �9� dflCj t}1P AfTIP11(jf(le1)t �hE_'IPlC1 IPC(11de(� nCtObPI �` � , �1 d ctobet � � Haus ' --� �c�ptr��r�bei l6, 1911 ln Houl. �.�1 �t Paye 698 and thF� lmendment the�eto re� or e � �-, ar��e E�1<i 1 1 r�l, dr�d�< <i t t��1 ,in�i °,I�own hE°� E���ii, t li<f t <,i�r�h r ��ndutni u i�in� n��i�, w��, madE> f r��tu a�i �7. 1911 ln B��,k '„'' at Yaqe 7�, ('i�tint� 01 EaqlF�, Stat� of ('<�loiado '7, 1911 iii Booh '3"' at Paqe 74, ('ountt of F�yIE�, btate of Coln� a o � I � .,-- c�� ir � u� .itE� �>ur�E�� ��1 �,�iid E����p��rt � h� n�r� ,ind undE�t m� �,upe� � �5�un .ind < uriP� ll� sh��w:, tlie � TAACT J � � � F � n liniiiunt<�l ��nrl �F�� ti< <il I�,rat �on ,�n�l �1irnE�nsi�>n, ot tlit� buil�luiq � r�ntainlnq tht� � � - , condornin,um �i�� heieb�� sub�rut ttus "fitst :upl�lerneut��l Afap for Gote Creeh Plaza liuilding" to the }1e1P},� � on�ent to thE, p�ovis�uns of this "First ..upplE�mental Map for Gore� � iE•E�I. �' az<i /� g --_ `'---- � c�ndununium nnit � th�, � undomtnium uiut_,, p�<<•��1�� aud �a�,ement�, uf < <ild �-�� z � , piovision5 of th� �'��ndorniniurn Derlaraticm �ecorded Septembet ib, 1911 in E3ook :'''1 at Bu�ldinq" and the Flrst :upplcrnental ('e�ndominium Decl.itat �on for Gor� ( iP�} Yla.a s� ��� rancT .,,�, � � , m<i �, ,ind the• ,ai � ��l ��, :.tal,ed u �on tliE� q�uiind in c��m�,] ian� � witli ,iE>{,I1��ablP requlations � ""'> Build�n�� tF��ordcd in Book at PaqE° I I } Paqe G98, and the amc�ndment theieto ce�orded October .,7, 1971 in I3o�}. ..... �t Paqe la, 30 � y���F,ininu thE� �,nh�ii � i5���❑ ��t land and the Eirsl Supplem�ntal Condominiurn Declaration fot (�ore (.t�el. Flaza B�iilditia �- � � ��� � - ' A D , ]99' _\ w��w �\/i 1 t� �a � - — --------- � 34 z-ecotdF�d �n Boo�, _ _ at Paqe __ F�P<�uted tYii� -- -- da5 c�f � ' � _ 35 ���; '�o �� 5C � �1 � I u w i t nE��>�, t h� � Nuf 1 ha�c� �,�t m� h�ind and �,�a 1 t h i s _ �la� ��t - -- � a D , e 5�t- �� ��_-�� � ��,pS� `' � 199�' E,�ecuted ttu�� -- da� of _ , a D , 199? MOR`iGA(�FPS 3 2 ` � � - ` `" O ' � 4� � - � (�I - A B _LL___ � V� Fi�stBanh c�t Vail (.itlro� p ^ic>itqaqF�, In� � TRACT E _ _ _ _ _ ' - _ __ _—___'__ _ —'____ _ PQ�� � RESUB LOT_C� BLK 5C __ �j Sl�in Hogfeldi OH`�'f'x:' 17 Va�l koad Ac t�s5 Z } Va i l , ('c) 8l 65 1 ( ��lc�r��do P l S '6`,9H - -- --- - --- - SUBJECT SITE - - -- - ----- - - --- - -- ---- -- B� - - — --- ------- - - �(�`Fj1 4yqte Gi�ren Rodne� E Slifet �5' -- ---- ---- - -------- - ----- — �ddiPSS 230 Ilrid4e :treet ('('�tle)---- --- __ -- -- - ----- - (T�tle) -- - - -- - - - — U��,�N�TY MQP 11) Uatt� ��� Gu� �E�� UE�c�>rnbet 1990 _ -____ - _ -_- _ _ _ _ _ _ Vail , CO 81657 , NO SCALE , ( ') SttF��>t 1ddi���,s 19l (,o�e ( i�F�l. D� i�� ( ;} ��i�,��, �,f Rc<,i �n��, i5 a l�iiecunnc��tinu the ��istinu monumeutation m�thlny the wE�stei ]� liiie of tlie 13e11 fuaF�i < <�ndo«uniums belnq S]0°1i'00"F (see draw�ug; - - -- - --- --- --- - - - - - - l��mruPt���a] FE>deral Baii , Fllz_at���th H Slifer Pleio A Batbetl Ri�olt�+ a F�deral Sa�inq�� Ran}. (}) honurnc�ut�ition <is ti�ted hF�<<���n - - -- - - - - - ---- (�,) Fle��t ���ns sh�wn hereon atE� b<ised on b�ea Po�nt #6 Dac}.�,iuht Yoint ot the '30 R� idqf� StiPet addrFSS _ _ _ _ _ __ __ A tE�ss SET PIN a CaP 'I<�wn �,1 \��il � i�w ('oitodor �td�nan��e he�ny at an elevnt �on ��f 8160 90 Aail , ('O �1657 - - -- - - - - - - - -- A PART OF LOT A, BLOCK 5—B � s_ n,a �sar ��, a�> �,n�,�r� ��, < <���r,, "�, � F �� ���,,�� �, ��<, c,���E�� ��� r�,R�����,r, F,�����F���r�,, ��� tnE �;<����� ���F� _ _ — _ __ — �lt�� �nE��l i ii t h�� ( uti�l�>m�n�uru I)F�r 1,i i a 1 �on R� - ('I 1 t 1 E�) �3.(41� � ( �) ��� �,li�,�i� h<�r����ii, "I � F � nit " �n�li< <itt�s Lin�� tNd tuum�un I�lf�tuents � harlrs H kn�,E�uqin�,t Y� a�,��utttn.ii�t tu �, ���itli� ul,+t �niit ,i�, tht� �,am�> ,iiE� d��tinr��i �n Ihe � nndorutninru � G C E �'-ROCK WALL AND 1d�1 t���� , ��4 I 2S' �,, PLANTER WITH� I��°� i�+i ,i t ���n - -- ��c ;,IAIF �F � Y TH S PAGEIL ON N?g°I71�� � 24 3 4 2 — (()I �I 1 (�F 1`,:' ,A A FND ��X�� IN CONCRETE L 1 1 I F �)I p W ;� � lhE tn< <�quin�l iu��t � urueut ��5 acl,nor,lF�dqE��l brtulF� mE� this �1a� �,t _ r Ul 'r'1 1 �>I � � 4 7' n� N - - - - 4 U , IQ9`' h� as ot N_ A 0 Ilit� t��t ��q<�iu�� ,ii�itnment � + ,� �n��til« �1�at��l t�E�f��i <� mE� tl�is �l�i� ��� ! � iStBanl, uf 1�ii1 SET PIN 8� CAP W 1' ,p A (� , 1`19 ' h� '�qU 1 r (,1� � E�u L S No 16827 -� "1� � r�ir�n��s5 i uu E��t�i���, STAIRS WITH � h� I ne��,�, mv h�+na ,�n�l ;F�,�I COMMERCIAL � �- `qti t urun�i�>���n�i ����>i� E°� SPACE BELOW � � (SWEET BASIL LICCESS ) �, � H � t iiE°�,�, n�� li�iici .>>id tit'�i 1 A I�'1 �n - - - �,ddi ��.,tubllc SPIRAL N N��t�t � Pt�bl�� __ STAIR OPENING � � add i c�:,s _ 48 3 Z o - - o. , � � UTIUTY � 8 A S T A'I E �F _______ _? p BOX w S`T A'1 F UF - - - - ) �� OUTLINE OF UNDERGROUND �- � �s <<�����} ur - - - -- -- �S� � PARKING ROOF � � �Ot�h I 1 OF _ _ _ ) Q aD_ G C E 1 he f<��eq�iny inst i i�m�nt wa;, <i< I.nuh le�iged befot e me t hi s dap of _ _ , (Jl I'h� tur c q�>>nc� inst r urnc�nt wa�, a�].n��w ledaed bef orP mE t h�s _ dav uf _ _ _ ' 1 D , 199�' b� _as _ _ __ _ _ _ -__ _ ��f � � � U , 199'' b� RodnP� F Slif�� and Fl �zaheth M :�litt�i ('�t �c���p Moitqaqe, lnc---- - � °- BELL TOWER OUTSIDE o °� CONDOMINIUMS � STAIRS M�° �on�n�i ss 1��n e�pi t �s _ Mt Comrn�ssi on e�pl res __ _ _ � � FIRST F�OOR . 5 hl t nes�, n�� hand and :>�al Hitn���� m� hand and seal N W 5 STORY WOOD AND CONCRETE � 5.3 ;r'ot ar� Fubl i c -- --- - - - - -- -- -- - - - � COMMERCIAL BUILDING 4ddress __ _ ___ _ _ _______ _ _ _ _ Wotaty Public - G C E o - - - - --- ----- -- - --- - -- addr ess -- --- - - --------- - - -- b AREC. OF �OT = 0 1734 ACRES BE�L TOWER CONDOMINIUMS� STAIRS STATE �)F � ' DEING USED FOR ACCESS BY GORE CREEK S`I A'I F UF _ ) - - - - --- - - N PLAZA CONDOMINIUMS };�, )ss �p �OU�I'1 OE - - - - --) COUN`Il OF - - - - -- � 146 , I I'}�E� t��i E�ca�n nq i nsY i urn<�nt was �ic F.uowl�dqed bef ore mF� t h i� day of . fhe f��regoinq inst rum�nt was ac{.nowledqed bet ot P n�P t hi s ___ dav c�f _ _ _ _ __ SITZMARK LODGE i --— --- -- ----- --- -- - ---- --- -- --- -— — - — — � � A D , l 99'' t,� E'iet u A Ba� het � k�vc�l t e A D , 199'' hv as �� � 3RD a 5TH WALI. FLANGE ('ommerclal FPderal Iianl,, a Fc�deral Savinq�, E3anh I �� LEVEL DECKS M� cc�mnii:»ic�n e�piif�s - � �� k'itiir��s ru� h�nd aiid seal My Cottm�ission eXpires � - I 0 ---- - - - - - - � e� Nol ar� Fubllc ivi t ne�.s mv hand and Sea7 � 4ddress - -- -- -- Votat � Fubl�c �\ � `� ' - - - - - --— - - - - -- - - I W - - - �d t e�,ti ----- - - -- -- - - - - I \ � 46 GCE \ �' VENT SUPPORT _ ao 4.3 B SYSTEM ;IA1F �)F T'ITLF CERTIFICATE I �� "�I _ p I 0� 5' 10 20' C UU!�11 c)}� i OUTLINE OF UNDERGROUND �� � t h��� f �n�+I ���l�at���has heen��Sar�u�ned}�endb 1s ves�t ed t���at the t i t 1 P to a 1 l 1 an �� S �nwn upon � PARKING ROOF FOR SITZMARK LODGE 7�1VID� SCALE I = 10 I'h� tc�teqoinU tn��tti�mF�nt wds �i� hnuwlE�d�a�d bE�tot� �r�t� tluti __ d.�< <�t . OPEN TO � COhCRETE Q A ll , 199'' l�� (hailt�s H k�sc�nqu���i ayy�e (�i�ien, Rodr'ie�� 6 Slife� , E,lirabelh w Slift�i , Pi��[o 1 Elaiberl R��oLta and \ �_ V/ALL ,Q BELOW ('ha� les H R��senqu�st , IG C E DECK 8� STEP� "' BLDG � H� � ��nm�i�, .��>n ���pl t e�, FOR LOWER LEVEL `r- OVHG O_ ACCESS � I 0 k� t uf��,�, �u� liand and st�a] and t h�t t � t l F� t c� ��urh 1 and�> 1: t i c�� �nd r 1�<ii of i I 1 1 i F�ns �ind t,n�umbt an< t�� , ��< �pt 14 � w N84°2303��E 4' ro �_10�, � 'vut ai'� FuLi �� �i� 1��1 ows -- - I Zp 9 — 7 4 � w� 4 21 0 o S05°37�E o add[E�°,s _ - - - - - - -- - -- - - - - -- - �- - � o --- -- �7� . 49� N84 23�E - - -- - - - - - - - - - --- -- - -- - --- - - - - - � 8 2 5� N84°23�E I 8 4 13 2 0_7 3 � _ ��TH FLOOR 13 6 OVHG SOS°37�E 2 � PLANTER ECK 3 9 - - - - - - - --- --- � 10 6 BLD� o_ ° - - - - - - - --- -- - --- - - � G C E OVHG 7 7 L C E UNIT B G C E S842��W Q CONCRETE L C F UNIr � BRICK pqVERS � SITZMARK BUILDING � BRICK GC E AREA ( pAT10 ) S05°,�7�E — IOhlhG aDMI'�IS'I'HAI'Ok ('FRTIFI( �IF OUTLINE - P A V E R S �4 3 5 6 � PROPERTY LINE Dat f�ci t fi��. dat c>f , a 1) , 1 y�' 10 WIDE � PATIO ) N05°37�W FND ��X�� IN PAVERS , Ihi�, � undorruruum m,a�> >5 h��i��b� ,�pE�i���F�d b� the Toan uf \a� l Ic�n�nu Admtnlst <<ito� tlu�> ROCK WALL � 16 `' i � ����� �f _ 1 D , ]99 ' ;� ��'88, � � Ba�d �57tlE� ��u<iientc�e ('r�mpan� ��, CONCRETE S05°37�E 81.�8 . _�--� 41 STEEL �t t f��;t �,i� ] , ((� ti 1��',R 179� , -� CONCRETE FOUNDATION FOR 63• COLUMN 1 _ 2�" GLASS WALL B� N0519 7�W w �� � - - - - - - - 4 I� 20 7 0 (�1QT1dCUl �>} SET PIN a CAP � �1��w 7� ��� '�� GLASS WALL 1��w�� � IE � � Znmiicl 4dm�nlstrato� LS No 16827 ���o�� Qv 2� 40� � ���o Q� Inwn ��t V'dii C��l��t �idn Inwn �f V��11 ('��l��tad�� _ - � � pRIV E � (1'> >n� n�imr i�i�i t �t I e�i cREEK 6 3� STEEL COLUMN G�RE � �xri}I� Alr ��� iax�;� F���n GLASS WALL I t ht� undet � �V�iE�r1, dn hPt E�b� t �� t 1 t� t hat the �'��t I � N ��[u�>uut ��f t ��t�s dur� dnd p���<�blF CI }Rh A1ll RE( ()RDt R' i� (EkTIFI( A'I F ,i�, ��t , i�U��n �311 ��at � �l�, uf te,al �'til<�t�� �1t�5� tibr�d ��n ' hi�, < <�nd��w�n�um ru�i�� �1 �� I�ii� i>> full iins � ondominium ma�, tids tiled tc�r re� o�d in thE� ofi �� e <�f the ( le�h an�i kE�cuide� �+n DETAIL t}�ls --- da� c�f - --- --- -- , � D , 199'', at _ _ o'� locl� M Kcc ��r�l��] uiidei SCALE I/2��= I� llatF°d tlu�, d<�� nt , a U , 199 RE�cept�on No - - - in Rool. _ at PaU� - N01°04�05��W � _ ���.�Q� �'- TtPasur�t �f Faqle� � c�unt� , C��ln� ��ju Clei 1. and Rec��i dei FaQle Counir , Cnloiado z s , STEEL COLUMN B} _ _ ___ __ _ _ _ _ _ ____ _ ______- � D�putt r 41199 H�ghway 6 & 24, Eagfe-Va�i 2 g NoTZCE. � Posl Otiice Box 1230 According to Colorado law you must commence any legal action based upon any defect PROPERTY LltlE ln this survey within three years after you first discover such defect. In no evetit, Edwards, CO 81632 303-949-1406 may any a�tion based upon any defect in this survey be commenced more t an en years £rom the date of the certification shown hereun. SHEET � �F 3 1559 � � t 4 P�.�r.,-r�w.� Ta �� �- W i�w t�'rr�F�, wI �-���ti�.-r�v ►a/ G.���c., Gi.1RP "ro RE.TU.� (�vK�. �K.�..�r. {�KOM i tilaUF P�vFk.S 4' ���s T° �� s�� P�N. �.X IsT�►.lca P�.-�NTI tv(a AQ�A ' � u.P • ,� `� � � � - '_f,% . , —� I � � � ' , � ' � ' I ' i , � � i i � { - - -f I- � I I I I I ' ' � � ' ' �I 1S'' t-��/��. Au P�T er�ti 'i"o � �� � �� � �i �� , , � ��� a�.u:s. < I�'-e �c .'�-(� � 31 1 �� ; -�M�.rc_t-+ Ex�sTir.�v �''�FT�. --;� , , M�w v�s �a�tc . - i -- � PKOPo�c� . � OE[.t< ___, ; I���-r�-+ �w�T�N� STuc�o �..�.i�wsukC. � � i ��� ►vFw wlµcbw � �.� 3"d I.-.'�VEt- DELrtC �Nf�v ? Tc7 P>t_i1� o�IG.�C I�-{o'J< <1--fl�- (��.o.o S,F� r � . U� �-.� P��,Z� ��. - (�,J�S i� �I=�lAT I DN �1TH ��F V.b.,.T I t�I�! 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'� ,.--�`-�i �' 1 -- Y, FlI2 anct r 6olte for cOlunn bcerin„ letes ehalf be Glated uith eettiny ���.y �/��,�' � � 4 � �� v! � /� v�7 {�y� �/� tenpiat�e Gro�t brneath coIunn tese QIPS[5 and Lean bcarinq plates 5ha11 ROUCH CfiRP�'NTFY y�+.+.��,y'"� � Li.Lkl{�� ���'il I � � � � �O'�/� �j �f�„�I� �(/`��I�" ��� �/*�j�i��V be e ni� �un of 3/4' of nan-shrknk 'E��eco", 'Fite-Ster' cr enCroveA �cual ��,� .. _.�� ���D����` � �� I f �� � �}!�` fi Confcrn to PS .Q fcr l�nbcr nateryats, qredsn� rales o 1J;.?A, nerican / - � i � 1/}%'/"y� p `/ � tl t EaufII�P�' shell be provided for h-atinq th- ce�crefe nateriels end Plywood Assoclatian fpr plyuood, applicebie p hltcsticn� and etanCards ot � ��/Ili 1�i� /ti/ ��'"�� � � ��� ���'X�/��� ���� protec' �� the concrete d�rtnq freext�q or neer-fr�eztnq veaiher Ail the tvetlerel Fo�esC �reducts Aesac�etlon and tf�r Mericen Instltute of �` � �����`iV'�� 1�`��� -------'- ' � i j �i�/y 1.I� (��-✓i /� / ��7�' I �'�x�� � nnterir s, (crna and earth in co�tact ul:h concrete shall be free frcn Ttnber Comtructton and Chmpter �S of the lSs2 Unifcrro Butidln� Code � ` �.i�N�IY'7!'�"1 I I � I � ; � �^ v'' ��'- ✓ `� ' `��V��'�O� fresi� �e end encu � f"'Gt.�l� 4%f/;/ i � B All lunber ahall be Douq-r'ir a2 cr 6etter Fb-1453 pei (repefltl�e use), �,� E I I ^�- � ��' / �n 1 J �O'n- /,� /J��}_x �O� i h. All cen� �te shal! Ce thorouyh(y �ons�t�c'a�ed Cy vitreftn� er ta-otng d�rinq E'1.7C3,CC0 F�1 � I �fjv ��J� I- ��vU �� � �� Dlacer-_ + and ahal! Ce thc�cu;,hly �a�4ea arcund the retnfc�ceFent art6 i�to �':.� - —��(��2 �./ I \ Zn � � � -"'- � � I�l the cor-�re ot :he (or�s ���neyco^b'.n; u;11 no; he n�c�;:table C All Glulan !+eana shell co�torn ;o Fb�240� psi bendlnq �tress end Ce t�ade �,�� , �� �� �� 1 ` - , fron Doufl-F!r tlri5er F qr��uel s�a�ontnq Derlod i� moCeraie tenDtrat�re� �.'�..� � � �•�- Exc����ttc� ' � shall ba p�bviCed fo� 6lulems �pon enclosfnq the etructure to nintnlze ! i A ftl! toAeoil end oryanic rtateriel :hetl he renoved prior to plecenent o( excees3va check�np due lo sudden tiuntdit� cha�qne ��°"�. �€ I foatinr�s or slabs D. Roof shenthinq shsll be S/8' C-C EKT-�PA 32/I6 plyuood, unlese otheruise ��� f � � � { ( ' n fj ` M i ��2+ B All excavetlons shall Ce clean, level and plum5 noied on p2ars �� f 1 I �� � � � - "-`� ----�-��� C. Excevatinn shall Denefrete gooJ beerinq soil ee epeciEitd en saila report E Flcor s45floortr� shall 5a '_/4' C-D INT-APn :2120 ply400d, unl�<_s otheruiee � � ,54� -- no4ed on plans �'�°'"� � I and strucf�rel dreuings � I �j�� — ����'�� 0 Ca�trector shall be reaponsi5le for ahertnq excavation tf necessary Whe� r Nall ell pIyueod to roof refters and hlocking �ith &d 9 5' c c et par,el �..�"`...w.� � � II I w I rPque3ted, the Structurol Enqineer uill furnish es en eddlticnel sere3ce edyee and � !<' c c at in crre ia e wpper s, un.ess o eruise s o�n � � I encavat3o� nhoring reco^rnen�atlo�s end de+oils on the Olens 'teii plywoeQ to tloo� aatsts and hleckinq ulth 8d @ fi' o c. ��`�� �-- � �h������ � ���� J�i A'��I� � I'� f � � et aanel edqes and E 2a' o c at interaedlete �oists, unless otherwiee } i GY M�-��{V�j I„ /J,/ V, E Backfillin� o! excavet(on nhell be ae per 6ackitll�nq sptc1fication and Shem� on the plans � p �„„�. t 1 `� / �� 4' � � �L,�� I � ' (/1�,�?j I��G�'r �� drelnage repuirerants ihoun on structural draufrpa end/cr solls repert 6 All TJI's shall cenforn te the ste��arCs of the Truss Joist Im titu{e for �� �t � t r���.�� �y J �" �� � 25, 35, end d5 eeries. E�2,2@0,PC0 psi Inntallaticn 3ha11 te as Rer the � x� � /��.-�� �p� /� �/'� r-�' � � � � n . �� `;TVI%C/i� Gy�`�rT CN����./�� ��(./T� ��� �"7��I��� F Excavetion� ehall confcrn uith standards in Chanter 29 ot �hc 1982 Unifcrn ' ' �j���p� � � �"�1�, nnnutecturer's sptcificatione �,.,�-''� f,�-� iy ,� �� � 6uildlr�q Code (/�•{ �c��� �� �(�'�%' �• liLl f, �`"' t � ' N�T� �c� f�lDt"�'-l..t�1 �.�x IG�2. .� pct� �' ��r . � � � ���� N. lunber standard ahall 6e Anerican Softuood lunber Stendard PS ZO SU S '"'�-� � �epertnertt of Co�nerce), SdS, NCIS, noisture et itne of dressin�, � ���� � I�!� ,'�,.�a.►c�� � LZ11��7C�, . T EACNFILLIHG I Instellatlon shell cprply uith the 't7enual of t+ause Fr3ning' hy the q7 ¢ , ����� � � R Oo no4 6atkftli agafnet 5a=tnent or reteinlrq ualls until s�cportlnq slnbe ��ettonal Forest Prod�cte Aaaotiaticn, includfn� rail3nG, firestepni�g, � � � end edJncent flocr frnning are in ❑lace or untll tenGOrary shorinfl ls nnchoreqe, frening c�d hretlnq ��--�� pI installed �F� t" J Glue plyuccd =uofloor to floor Joiets erd plywood eheathlnq +o ehtar , �� � � {�� �� �����"�! �� C'S-j��A' �'�G� ,,�„� ,,,._ 0 In �o case ahatl backfitltnq take Olace before cencrete in WdII6 hae c�red walls uairg eChesive cenicrntnq utth (,Ffi Speci,'icatton �FG-C: fU �' C �,,,� [ � �(' t`f�l.�' �,�{„� ������� � for 28 Ceys unlees ualle are 6reced by s0eciai ahorinq CesiqneC Cy the Stnnderd No 2.i�19) ���€� � ` y Structural Engineer y '}' K All cennecicr herdWero ie to 6e �anufectur.d �y the Sir,psore Ccmceny, ttie ,�r�,�"'� C Centileve�ed retalnin� ualla nay be bsckftlied aftcr curfng for a 28 dey SI?ver Cer�;anf, or eppreved equal i,����� , �� � s`_ /� ��! �? � I` !i' ' lr, ' ✓ perlod ulthout the sveGOrt ot shoring �� � � � �� s ' ✓li r�Or r�--t-t �-C.�"��i l Provlde solid blockinq ef the same �tze ea ref:ers or jO15i5 e: iines roi to M d Fao31ngs and fou�dat1on Walls shall be he,.kf�lled tG a Ce�tt� scec1F1ed Gy exceed 8 `eet naxinun spacing � ���..-j' � the So11s Ergtneer er the local tuild!nq co,iea ta protect a�ainst fro�t �k�'" �� � }.�'� I�� sV��� , ,�._ heave prfor to pre-wtntar free.-ing of the soii t7 Haxirun neilinq shall conforn ,c the foilcutin� nailtn� sCheCUle �� �'� �T � 1 dotat !o :iJl or pird�r, tce�a31 3-9d j� 2 Brid�trq io �olst, tecnell eath end . 2-9C � �� � �, Verticat reintorcing ahall bt E< @ lE' o c 4nless o4hAruise ehoun en the ' 1'x6' euhfloer cr lees to each �oist, face �rii 2-bd plere A21 vertica� retnforcinp snell 6e contir,uoue fcr the futl he ght of EPECTION b L'RNCJ�.0 FECUInEYE,JTS 4 UiCe^ thnn 1'n6' auhfioor io each JoFst, facc natl 3-8d ��� r"`=�� �. � ' the uall and ahall be �^outed i� aisce using e �+aafnu� o! 4' lifts S Z' s�bflocr to ,7ois1 or pirder,hl:nd and face nell .'-lEd �"'"�'�`.,W� { " Vertical relnforcen� shalt heve e mfni�+un clearance of 114" fren `he 'ace of A Structural drewinq� ere tntended 'o filustrate thc fin:ahad str�cture uith 6 Sole Olete to ]oiet or bleckinq, fece netl 15d 9 i6'o c E nasenry ai� te ha2d u+th cllp5 to nn!onry� 2op end botton end at 3n'ervals ell elenenti 3n thetr firal poi5lt�om, preperly �upac^ted and broced Thc 7 Top pla:e to elud, end nail ?-1cC - ' � ��'�� � - not exceeClrq 15Z bar dleretere ?ro4ide 2 tG �einforetng bar5 at t6e ende contracter Is reepon5161e fc� Frovidi7q tenperary shori�g and leternl Q Stud to sole pleie :aanetl ulth 6-ed or enCnail uith �-16C ot malls and nn each side of all cpenlnys braclnQ of franing durin� conetr�ctlen tc athleve the flr�el structure, s 6oubled stuCs, tace ne�l 16d C 24"o c � �"`"""""� � 1@ Ce�51ed tea platen, fece nai! 1Ld 4 !6 o c �„°'.,,.� 11 Top Dletes, lape and 1r,te�5e:tfcns, �ece nail . Z-16e ��� ' G A'.1 Walis �hsll bz lnid true, level, �1�.�5 er� neatly in eccordance ulth the 8 Uhen reGuented, the Struciurel Enqineer uill furntsh es a� eddttlonbl � = plans Inttrsectlr^y +�nscn�y LAIS7 and parfAtiens sh,atl be 6ondeE by !he une servlte tenpe^ery sher'inp and braciny recc�nendettens ard d•'a115 12 CentlnuouS header, tWC piece�. :Gd 9 1F" o c olong techi e�;,e �-�.,,� �'""^F � F ' GGvEPNL NOTES of ateel ties C Zd' o t r�e,�tM�r Cerners ehr:l �a.r a a'endard nnsonry �'''"" ���'### �� bend b} ovcrla�„inq units end shell Ge grcuted Soltd R-_in(crcin;� tn bcnd STEEL 13 Ceitinq �o ets tc platt. tGGf�All ' 3-FD "�+-� � � !a Continuous heetler te etud, toenai! 3-�� �' y�^^'^�; � ' � � Th1s etrucfurn has teen ceslqned to neet the re,w renents o! }he 1535 beahs shall be ccntim�ous a�ound cerners :S Celltn9 �et�is, laps over pe^titiona, fe,e nail . P,-15a � Unitorn QuiIdinq CoCe Wtth a�rndroenta ns adapte4 by the Toun of Vail A All st�uclural steel shell be De'atled, faCricated and erected eccording to 16 Ceilir�q �eieta 'c Gerallel ro(tera, face natl 3-lid � ti rr��°`�. I�, ��� � I� � Quildtr,❑ GeNartner,t H Fill all vclds and cells w•thtn IZ' eifher st�� cf a21 6ean end co�unrs AISC 'Speclftcettons', 177�, tt�r AISC 'Code of Standard Practice', 1976, end i� Rh{te^ :o plaie, teenall , , �-g� ; f� c� ( rl,�I��A ��'�/�,� � � reactians Wsth r,re�t er,A ene tG refnforcinq 6ar Chapter 2' of the 1°32 Unlferr, 6utldi�� CoJe 18 1' brace to eech stud gn.' a'+'e, face �ei! �'2� ~ ���'�'�� � ��va•�.i viicw.�� � � hli ontmaione cr cenfllcts bmtueen varteus tlenents of the uo^klnQ dro�lnps 19 1'xFi' sheathing cr less 'a �{^�� �_eering, fnce nntl 2-Ed p ,� � araler e;ecificel3one ehell be 6rou^„ht to the ettentfun o1 the 5tructural I Jotnt rei^fc^cenent er�eddeC ir, hori:ontal mcr,a^ �clnts shall ha�e not less p All str,.cfurel steel sha:l contorn to AST11 SAeciftcatlon A36 except pipe 2� Wtder then 2'xE' shealh:r�,,, fa_e naf] each ��a^tn 3-&d i �j��Q�j '2 0��. Erpineer br�ere prcceedSnq ulth eny �ork eo invel w d The qc�erel th�n 5/8' ncr'er co��era5,e fron th,e expoeeC race �11 other reinfo^cenen2 colunne uhach �hell contcrn to ASTH Speclficetlon A53 and tube shepea uhlch ZI Euilt-up carne� e'uds � . 16d ? Zd`o c � � �°�,,,,��� :enfracter ehall verify all d�-rn�icne en,! ca�di`�ons at !he �oDalta end �hall havic e ^+ininun co+�raqe o( one her Eie�ete� over all 6ars, b�t not yhell conforn t� ASTft Specittcetion fl5��, 6reee 8 Z? Cu:lt-up �'rCere and 6ear+� 23d 6` �Z'o c at tnp and botton � ah6S! F� respensthle fer coo�di^atio� of ell �orb ar+d ,+ateriels includinp IGSS :he� 3/:" e�re;:t �here e�;.csed to urethe� er �011 in Which cese the end etag�^_red �-22d et ends and e: each splite ; _ }hone iur�lshed 6y n�bconlre[tore n1n1M�n ceveraqe shn:l be � C A11 tcnnectlone ahel! 6e nede W1th totts Conforr�lnp t0 PSit1 $pecifleLtlort h � "c3 ' pler,l.: 2-16d et each beoNn� � i R3@7 �.."'� ' �t, LSve 1enCS ueed 7n deslq� Cu'.CPtTE See plane tor e�y additior,el shenthing end decklnp re�ltng notee � —• �� A Roaf - a3 pef ` 0 fl!1 reldinp shall co�forn to !he Aner2cen Ueldinp Scc1ely 'Structurnl � o �� �o � N A1! hea..ers mhell be ��2YI2 for Z+c3 4alIs en� 3-.x12 fo� 2x6 ualls unless t 8 Wlnd - R fill ecn ^•te dsaivn is 6e5eA u�en the Buildln� Cude F�equ�r�nente fer WeIdlnp CoCe', 19&3. All atr�c4urel ueldin� shali be Cene by certifled otherulae shoun on the plans All headers ehell he aupported 6y ent trirr,er � � Leee than ;� feet - 25 psf Retnfor -d Co�crele' (ACI 318-E3> and etiall be constructed 1n accorderce ueidrrs using !he ehieldqd electrlc ere process mlth E70XX electrodos� lou each sid� unieee otheruise she4n on p:ans �� �»-�-�� � Ovtr 30 feet - �ti psf ufth "- �clficatsone For Structural Cencret-_ for �Suildlrqs' fRCI 331-84f and hydreqen electrodes shell be used Sor urldlnq boIts and relntorc:ng hare ° '� r ��� � ''r"J"'� �'� � C Fleors - 75 Pef and ZCCO Go�rd Point ]ced :ver Z 5' aG�ert ChaR�er :6 of thc 15B2 Uniferr+ Butldin� Code 0 All exte�ior ualle and nntn cro�s �fud Psrtl:3ors ehall ha braced et each � �......�'..�d' � � / D E_rthCueke - Zone I !U � C � E Steel bar oists Shall be H SerieS e�d deslqned, fabriceted end erected tn '� �� i j�+s � �� 8. A1l co� -ete ehell attetn a rSnfn�r� 28 day conpreasive etrength of 3�CQ psi acccrdence,uith Steel Joiet Inetitute Specificat�one e�d nnd et lenst e�ery Z5 feet of lerqth �y noninai 1'x4' le'-tn 6racin;, �'"""��� ,,.� k unless soec3flc shealhinq is indiceted on the plars k ,�� E I � ��'��' � �� O�G� ihe Structure! EnQlne_r eFal1 be cortacted d�r1n� 1hs denol�tte� eta�e end Alr tnt itnne�t ahetl be 7I nininun fer alt exterior uorA ��.�'� e vr ^ "1 /'M� t' ^-f C'/C(� G U31 qlven thC epportuntty :o lnapect :he txlatlnq 5iructure prior to renovel of F Steel dGCk ehall he Vulcraft � .,.. 46 gaye 'Cen(c o a,.,a 4 p pll built-�p gir'CerS� 5eans and heaAers nnall be qlued �1t� aCheslve g. �-�,.,T ��.�---�- ary struct�ral tlartn'a to verify that !he exlsti�q condatlon� ere C All rei �forcln� Steel shall confcrn to RSTh S�eciflcat�on P515-a1 an3 �hsll eonfcrning to n'rA SaecStication Ar6-i�l And nstled e� per neiling schcdule `w-.«_ + -'"' ecneietent with the aesurpticns ueed in deefC� 6e Grr - »� fnr LS bnrs nrd snaller end 6rad� SO Por Sn hara end larqer 6 Unless otherulae neted on the plane, /raMrd heen connectfens ahall constst ���� ��,,,..f� � _ J�+L(S/ ��"�T���'^" 1 IF'i tiASD4RY Rti�for r� s'eal shal! be free of lpose rust scele or any coatirp� that of patrs of 1/4" enqles usinq the naxinun nun5cr o( 3/4' dienater bolts d pll nuCstlls and uocd wed neerer than 6' to !he earth shail be Californle 4 �''"� � j reduce �ndln� capebllities ceiled /or in Table II ot the AISC f7anual tor ihe bean reectlons nhown cn R�duood or preseure inoreGneted u:th an eparoved pres^_rvative as eoec.fied , ��n�,y�„ ry� � ��+ A � � �.ti� �f,/I/�IS +�"� I.��,��'j ('�;lOr � �„y � fl A1I Maeonry ca��truct�on sha71 confurn uitr Chapte� 24 of thc 1592 UnifcrA Olane In U 5 C StanGard Wo 25-t: f i I`I(�Ir• �i�� rK/� F'�I.i�i«a �i��v 4��f�`+��' � �"1 C Butldtn CoCe FI! nasenr 61ock units ehatl ccnForn to AS'li SDe�ificatten 0 Weloed v re febrse shell :enform tp ASTht Specificatfon A165. �1� 9 Y H. ERpeneion holts celled for on the dreu�ngs shall be 'Trubolt' or 'Red Head' ' ' f;f All/,A55 /,t''� � .IIC1.�/?/�I C°_3, Grede N (nintnun f'n � 1�53 psi). Mesonr/ unita she11 be scund, dry, � 9 ���i`'C/G/v r `.,`C/ / R S11I olate5 shail be tiolted to foun�a`ions uith t n1�tr�n cf !!.' dlane c^ clean end f�ee fron cracka t"aeonry untts aFell 6e stored o� ihe jc6 so E• �e�cret- nete^iels sheit confprro to the follemin A$'R standarC uith the follo�in ninSnu� enbednrnt� enchcr Colta spaced at <' o c. enG erbedCed 7' inlo corcrete There shell � that they ere kept ct� the pr6un3 and profecten frcn rain Uhere nasarry SpeC1(3.j 3ens I' dieneter - d I/2' ('ertie�d Cene�t C15Q, TyOe I 3/<' dla�cter - � 1/4' 6e e nininun of tuo bolfs per plece ulth ore bolt louted uithin 12' o each ����'�� � unit cutfl�S; is req�lred all n�ts shell 5e neat nrd tr�e end of each ptece, J Ngq�egat�a C33 S/fJ' dseneter - 7 S/8' � lJetcr Clean, d^tn.able 1/2' dlaneter - 2 !!8' � � B. ?cr U en8 cenent t� �crtar shell conforn :o RSTM SpeCifiCalion C15� S Ucod atuds ney not be cut er no,chrd to a death exceediny �SX of :h�1r � Ayq�egate tn norter ehall conforn to ASTM Spectticetlon CtA4 All ncrtar htr Entrelntr� Adnt,.ture C2C2 ?rovide IZ bolt dlenete�s specfnp betueen bolte and 6 Colt dtenete�s betueen �ldth Uoo3 yotstn cr ratters ney be aenc�rated ��th e tolt no le^qcr then � /� ry �� �� I�� dM�-�'^K'/ ehall co�forn tc A5ir1 5pecif�catien CZ73. TyPe S Sf pla�tic 'yoe cenent i� Uate rred�ctnp Adnix'ure C49S centerlirie ef bolt a�d eCpe of ccncrtte . f' Cianeter leceted e ePProxtnately niC-dep'h and M.dsPan of the ntrber "� � �`� C/�F � putty Shall be on(tt�d Any nortar u�uch is unused after 2 used the 21^�^ finy ceviation frcn Shis epecif�cat�on nust he rppro�ed trp the St�ucturel � T� 1/2 hcurs tron tnitial n:ainp tiPe shall not be uded F. All re �forcin,� 6are shell be detafled, 6olstered, and 5upported in T Neaded anchor stuCs fH A 5 Y shall be aiteched to st��cturel elenents as _l }� accord_ �e uith the 'Henuel of Standerd Prac4tce for Oc�aininq Retntorced shoun en piens uith n WelCing nechlne eFOroved Oy ihe stud ranufacturer !n Er,�,ineer � �� p C. All Grout for bend Cca�a, 911asters and �ert,cal ual! ret�fcrcinq ahalt Concre - Structurea' fA�I 315-fifJ) ecco�dance utth the nenufecturtr's selCin� epacificattona T flininun under-floor clearance between eerth znd �ood 'rentny sha21 he lo' '0 5� F � conforn tn AST7 Spe.^ificetion C4�6-7! end shall 6e pleced by vl6rating cr flcor �oieis enC 1Z' tc llecr qlrCer_. end IeCyerS L � � Cbncrete e�red a alnst eartF - 3' Structurel cnqtneer for revteu Orter to the fahricelfoh af any sieei ti, � i flroutfnq olf��anvgtaect���eu�tfShe�luell��haSltCe�completedflnd�n�nday�Wlth�n� G Cencre'_ �roteCtlo° for relnforetrent 5ha11 he ae 1e11oWS J r'urnish on[ Cr1nt �nC cne seqla ot shep and errct3on drL�lnyS to the � � � � U Studs in eK`eripr uells end interior �_eri�p �alls uhich ��aoorl cre flae� .� � Concrete poured ln forns but erpoaed to weather or eerth � �} lnterrupt�ens qreattr than o�e fiour. Grout dpect rust �a tree of nortar nnd a roof shall not C� laea tha� ^.rC's, a��d �h�ch e�pport t.�c floor5 rn� e 'Y' , Creppinqa cr otY�er �crefg� naterial �S bars or snaller - I I/Z' K Unlesa plheruisa �lio�n on plens ell col�rn ce0 plete thlckreese� sha:l bt roaf shall no; Ce 1-_ss t�an 2x6'e tc the 5o'ton of tt,e IoWer flcer �oie:: � � ' f3ars lerger than SS - 2' eaual 4o the th�ckness of t#ie bea^� flen;,e thet bears upon 1t n�d zx4•s for the tuo �Gptr ua2:s fi:l etuds ln er'erter wails and ln;er3c^ � � �' 0 fl;l reinforc:nq trars shatl ca�forr to ASil1 SR�clflcation A515, Grade �0 Conarete not exposed to ueather er in eontact u1�h eerth hearinq ualle s�all 6e Claced et l'a'c c unIe�s otherwtao sho�n cn plens �nless oth�ru�se noted cn the R��nS ard be free of loo�e rus•, scale or eny S1eBs end ualls - 3/4' , l. 1/A' plate Weh �tiffeners shall be prev�dcd in ell beaMS at all 6ear�nq � � z con!lny� that reduce 6ondirq capa511ities Othcr - 1 ll2' locat�ons and et ell points uh-�e the bean ca�rtes e reaction tren ehove V Flccr �of5t� e�e;l 6e �o.,hled un�'er al' varallel Well pa^t�t.o�s O (� l E Norizantal remferc�ng tn all nanorry ualls shell be 'Our-O-Wnil' �Jo 8 H Lap s�l es �n reintcrcing shnli 6- a ninlrun ot �o bar dieneters unlese f7 Roof decA ehall 5e Vulcrafl 1 5�2. ceck or app�eved eaual �.; fre�ed ualto sreli te 1<' for �*» +.a11s er,a 'S' f-r :. � O � W Nexin�m h�iq fC" ' '� ( truss-type relnfcrctnq conforntng to NSTtt Specificatton ABZ spncec' et e otherWf ° eheun cn plens Uire fabr�c reln(orcenent nuet lap ere Eull neeh uelle � � rexirun oP :6" o c ��2es� otheruiss nOted en plans Join:s uith Cur-O-iJal: at s'de �^d end leps, but not lees thaa f' nnd shell 6e uired tcgether N Metel e,tericr ntuds shell be I'etnl Stud �orp E,lO E� cr e��roveC equal � � shal! be at len�t tutce th� thic�ness of the WSre Our-O-Ws!! sha11 be X ❑1r��nsier5 ��r fr±n.�� Sretl de n� per archit�ct�rel Are,.:nqz � `'�� � � � ItpPed et least 6' et spllces and shalt cantaln at lea5i o�e croaa u.re of I t7ake e] eers contlnuou5 erovnQ ccrners or pro�ide ccrner bars of eauel aize 0 Steeluork uh3ch ui11 be toncenled hy .n:e^io� tu�ldinq finish er ui12 he in � � each piece af reinforcenent tn the lapaed Ctsterce Provtde n hori:en:el and s; .nq Frovfde fu�o 25 5are nre..�d eil cpenlr9s, e�.tendirq '.4' beyord w ntatt uilh concre'e need net be oainted All o.t�r ste-lucrL ehalt 6e Y nil Micrata�e <<�e.! :cnfcrn to 'he atan:'erd� ;f t�e �rus �aist 'ns'i'..'e `_r � � bo�d been klth 2 «S rei�forcing bar5 at in:e�vals not to exceed fi' o c and edye o° ��e�1r� qiven une sh^N coe: ot red oaide xinc chra^ete patnt Any shoC ya rt en � � � et the tep caurse of eli ualls All relnfcrcing to he ccntinucue at surfrces eQ�rcent ta ccnrec'ior�s tc be l.ele W-1�'ed sha:l te uire tr�eheC tc `� 1/2', il 7'B", l'.", 16', erd 5' eeatha E-�,C:::,.'C: e:i �� ,�'°� ` ecrners J Provide _entinucuti :hear keys at ali cold �ei�ts nnd elaeuhere ns ahoun cn reduce the pa�nt ti:n te e nini�un Teuch-�p pa�rt.rg �s reruireC c� a;l Y� !�� . x Z. 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