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L L ^ - J , � . - _ 1 . � ♦ r�� � _ ` L L I r !l � � � � ' - �� � � : .. , .� .. � _ ' T�__ ._ � I �� . l — � � `�� � � . r - _ c - �_. _. _ � � _ „ � _ _ _ ___ � �- - - � � -�--- -- - -- - -- - - - �� -- - _ -_ -- - -- - - - - -- _ - � - _ � F - . _ _ _ �, - � , ^ J _ _ � _ _�—�- -_ -- �. _ — - - -- -- — - _ �= - ---- --- - --- - - 1 , .- - , _ - � � ❑ , a r_ � < < _ �rt - . , . - .� — . - --- v�-T. � � � :� � � . , ! �' ^� p - . _ ' -. _ ,: ❑ r -� _ _ . g ° 4 � . _ . _ .. . . - . r - � 'F_; �5 ` G .: � � _ _. _ _ - ' i . _�G � I � Ny ,,� 1 _ _ " , ' � .� 7 � +- ; _ . . . . - . � .: SMALL NORTH PLANTER �a . � MP�� �� 1 r' n �. N C � LANDSCAPING ADDm y, .� . .'' �_ „°r � _ � J � - . _ f �; O 16.3 eq/ft plantoble 4 mters : - . - � � O � - 2.6 aq/ft plontable on site � , � - 1 �'` � - � - - � - - � -- - - �„ . _ 15.8 sq/ft plantobk off eite 6 tree rella s� � ��js� i `�� � ^ r-; � � -' - t.' - - -- - i �'L `'.� L- J' � -, '` (z) .,cw mm�s e m� ca��s � �� � � - �. . - - � — �- � �� LARGE NORT}i PLANlER--- - .9 sq/it Total plantoble-�area � - - - � - -- - - � .- _ - _ ' � ` �,� _ � � .� � 2'-3• a"�R �5�" ` ' 26.1 eq/ft plantable 127 .9 sq/ft plantaDle off stte = _ � . C ^ ` f;: _ � � `� � ,� �, . � � _ 4.0 sq/R plantcble on aite 71 eq/ft plantaDie on site ' (k � � . i � _ "' �. � ` .� ` 222 aq/ft plontade oH aite ; .�� - - y � . _ , �_.T, . . `.�"� . � I` t" - � � O LARGE NORTN PLANTER � ', r ` 3 LANDSCAPING RE!/OVED `s: ❑ n . I � : � - , _ � 26. 1 eq/ft plantable ' `;.� , p i' , � j � � L . � � + 4.0 aq/ft plontoDle on sfte 1 planter c a ^,7 .. . � :� � � � , ,,11 � � ` ` 222 sq/R piontade oH site �,� I �� . � I r 'J� � r� � ' ^ - - � ! KEST PLANTER �1 tq/ft plantoble , r,r' �.y^I � A \ • i � " r' - ! ,• O2&4 sq/ft plantoDle =' L �/ Q i � � r. �'.� r � ,: ; 28.4 sq/k plantade on site � � �� � �'� � � � . � � c � r � P 0 sq/ft plantoble off site ' �. a�� �, 0 O ; � � _ �- - c. � ,_ - � j � ' c�- -' -'�� � - : Oy TREE GRATES NET TOTALS (plalltabk� . - ` r Lj i ,, � O ' � � � � - 0 sq/ft ga�n on aite (, 96 eq/ft plantable ❑ � l� w ' �� ' - ' . : � . - � 64 aq/ft plantable off site _ �, i , W . -� �- - - 32 aq/ft plantoble on site t2� '0 sq/ft gain off eite _ � � , � . . - - 121 .0 sq/ft net qain - , . � . .� � . . . , . . - - � � n l� t --�. - ij � ''. _ . .�� . - - . v 5�,� . � _ . . . .. . , . .� . , � " : `___'_ � rk ��,, . . ``� `• — -_.� . __—_ _ _ ---�-- - �----- � fr � , _' 2 9 a� ; � � _.- � • _ - � _� MAR • � „ � , 199 : l . . I...... •' " � _ _�L'Y: S—+P'�e--�sr_ �'1 . . . � _ � I 'i E\ f: � . . ._ ; . . . C .�. .. . r`.ft_� _.... � -._.� . . ' l . � ` ' I C� I � . _. . • . _ . - - . - . , 4: � - J 100 -0 �`Y? 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" . . . � o � � _ _ � _ _ - - -_ --. _... — - -- ----- -- � _ _ - - _ - - - _ � � A 11 /19/97 TOV - DRB Review L rb a 6 D� Qpo � � . ^ - , _ � r : _ : _- _ _ _ _ ; - � ' � � , � ��� B 1 /9/98 TOV Revier � ^ � 0��0 �oa� oo - C -, - - = '� - _ c � _ _ _ - . - � � - _ .. - -' �;, ` r -; � � ` _ ^ �. C 7 /30/99 Progress - o _ . : - _ . . .; -' � : � _ �' � � ^ � , ❑ ~ _: _ V. - : ` -. g - - - . � � , � r . - -. _ , �' .. - � :_ _ Y �,- _, _ - � � F yF 23/98 - - _ - - - `-- exisnHC -rn�. d - - � - - - r - ._ - _ ' _ . _ � _ ..,�rc =i �;Lc fi�� �� -•- - ._ _ - m � _ _ , .`� �' r*a�;� " ~ i . .{ -, `I�d��i ' _ - _ . _ _ - _ -- - - - � - - " - - . - �..� �_ _ __ . _. �fE GRAtF - . - . ' . - � . _ . . ' . _ _ _ -_ � _ ' �_� - ,- -. �_ _: _ . . _- . . �'_� _ . _ _ '_ _ _ _ . � . �•. �- - _ _ " . . . - . . _ . . _ . . .. . ' _ _ '_ `_ '_. _ :-., ,-. L. _ `, _ " ' _ __ . _ _ � '. . _ . _ - F .� " _ ' _ _ . �Il ~ � . . _ _ _ . _ _ . � .-,� - ' r1 ,`yy � . -• .. . 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'. � • � SEASONnL / DECORATI�F UGHTHG , � - - ' . � � • — — _ ' "' PROJF.CT NO: 97154 � . ,�►GG ES�S ��F a � � � Or� PHASE: DD i � � • � I � A ' � �� W , � L � DRAWN BY: BI�iem �� ,� ��d ��i11 r�L CHECf�D BY: PC3SM � �v� H i II Ix r�,�►o��d ' au•ri o�v � R� N��� 4L , � t�d i n ti�IC �.�C� , �' � rcm v�Jl � � ^' � runo a � o and � , sITE � � . � � oun�t W n�ut' � I! , �rru�.k � � d�, , �ot.YtX� . _ �� PLAN � Io�G � rr�it.11�d� Imtr �al� , as I�ot t�t . N � s�r r�.�a� , � 'K W � I� � �K � � � - A1 . 2 . � � Site Plan - br1 S . ^o �� .2 3�� g' _ � '— p" _ �s��r xu��m � AB B REV S . S �ZVIB OLS INDEX DIRECTORY r�� .4BOVE F �r,ISHED F100R , PLAN A0 . 1 COVER SHEET CUENT v LGO�DEN BEAR ROBBRA�N�� TF1tRBLL ACOUS nCOUSn� �,� DRANANG T1TLE dc SCALE r�T q�TEHNE '�: �'� � �4� - � - �� A0. 2 PROJECT INFORMATION ALUA1 ALUMiNU�� � B� 7� AB ANCNOR [;o�T ARCHITECT RMT ARCHITECTS Avon, Colorado81620 o,RCkI ,qRCrnrEC � (uRU ) � A1 . 1 DEMOLITION PLAN PAUL MILLER Tel (970) 949-0916 er� BEaa EXTERIOR ELEVATION PO BOX 7630 Faz (9701949-1017 eRG BEaRiNG �a A1 . 2 SITE PLAN , BKG BACKGROUND AVON , COLORADO 87620 VaiLnet BLK BIOCK �97�� 949— �916 . . , II 2 A2. 1 MAIN FLOOR PLAN /� �� �'�„�, • BD BOARD �� Uv� � eoT BoTroM INTERIOR ELEVATION � A2. 2 ROOF PLAN G S�':,� BLDG BUILDING STRUCTURAL MONROE AND NEWELL :' FAUL suR BUILT UP ROOFlNG 93 ENqNEER CONSULTING ENGINEERS : CLG CEIUHG A3. 1 EXTERIOR ELEVATIONS HANNES SPAEH s MILLE � ! i CL CRJTER LINE c/c CEtatErt ro CEr�TER WALL SECTION � A4. 1 WALL SECTIONS PO BOX 1597 �.. B 32� �- f ti AVON, COLORADO 81620 l%�,����Pj'����' C0� CO�UMN A4.0 A4. 2 DETAILS ) � t�'�S'(-D AR cor�C CONCRElE ( 970 949 - � 768 �� CONT CONTINUOUS, CONTINUE � CJ CONTROL JOINT � �oRR CORRUGnTED . � S2. 1 FOUNDATION PLAN AND GENERAL NOTES MECNANICAL BEAUDIN GANZE STANIF� � CMP CORRUGATID METAL PIPE BUILDING SECTION - - x cRCSS A4A 52. 2 UPPER LEVEL & LOW ROOF FRAMING PLAN ENG�NEER ENGWEERS � CU CUBiC S3. 1 STRUCTURAL DETAILS DAN KOELUKER D DEEP/r�an+ /�inn��R DENIS BEAUDIN I Dn DETN� 1 PO BOX 39 i D+ AG DiaGON �: DETAIL � � VAIL, COLORADO 81658 DIAM DIAMETEF DwG DRa1MNG (970) 949 - 6108 En EnCH EIEC ELEC1RiC; .1L) � E�EV E�EVr,POrd DETAIL ENLARGEMENT EMBED EMBEOt�ENT (Plan or Section OR 6.2 EM EMERGENJV AREA ENLARGEM�NT EX EXIS7ING EXIST EXISTING EXP EXPANSiON FT FEEt ' , FG FlBERG'_. � � 5 —� , FF FlNis�+ F . °oR COLUMN CENTER LINE, ; � FH RRE H ����, ��'� nNT GRID & REfERENCE � RG FLANGE � ��1 FTG f'OOPNG � '� :. � GAUGE ROOM NAME LIVING cti� Gn�O!. ROOM NUMBER 1 1 GALV GALVAtv� _' �_ p GI GALVnN�� _ � D iRON � G GAS � CF GRnDE. GRADtNG INTERIOR PARTITION TYPE �Fj� GROUND vN8 GYPS�M ,�'ALL BOARD 7 HG7 HEIGH ' �K NOOK(Si EXTERIOR WALL SYSTEM `wy � � HOf2Z HORIZOK? AL - INSUL INSULATION /INSULATING JT JOINT ` M� MaNHOi.E NANDOW NUMBER O _ �a�R AIANUFaCiURE(R) � MAR MAXIMUN � F MECH MECNAN'�: .1L ' MTt n+ETn� REVISION NUMBER � M�ti MINIMUM ' N NORTFi YU NUMBE� y ELEVATION Sections 100'- 0" O - OC ON CEN ...F �(5) � ) OF't' OPPOSiTL � �X� PLA EDE DIAMETER E�EVATION (Floor Systems) � 1 0" '' F2 F � POLE OR PAINT r> vROFERrr uNE ELEVATION (Ceiling Systems) �e —� Ri '�'F RFJNFOH� . � (D), (ING) C2 41J ROOM SCH SCHEDU ' 5HT SFIEET � S�M $IMI� P.G DRAWING NUMBER � SPEC SpEGF� � �- �oN(5) SHEET NUMBER A3.0 Sp SOUAR� - °i i �_ STFEC � r� STFUCT S1RUC �; �^' 4L w ` SUSP SUSPErdi � DRAWING NUMBER � 11��W THK TNIQC(t;i --:S) � � �RU TFtRUU�: � DETAIL NUMBER DBJ � _ � � V '0 i OP 0� _ ?RnNSV TRqNS:a - ;E CORRIDOR ?5 TUQE Srll1 � � � ��(' TYPiC: Ai. J�� UNDE.RGRWND DOOR NUMBERS FOR SCHEDUUNG � uN�) UN��SS NOiED OTHERWiSE ARE A COMBINATION OF THE 1� ' �.ERT YFRTiCnL DOOR TAG AND THE ROOM J ; �t st vEStieu�E NUMBER INTO WHICH THE DOOR "9 ' O � N: WATER C�OSET�WATER COLJMN SNANGS (IE: 121A NOT 110A) �OBBY � � - h / KITu � 2� - �4 ' 'h• - .., . AA � , ; �-�i— � -i1:�i--!��-� E AR TH i� a� � :ti °� ' _ CONCRETE w � GRAVEL �� ��— WOOD STUD WA � � �� �� No. DaOe Remsarka ' � A 11 19/97 TOV - DRB Review . '-�' _ \ . . .� `. , STONE B t 9 98 TOV RevieM WOQD ( ROUGHj C 1 /30/98 Progress D 2 23 98 PERMIT SET � _ • �� _� WOOD ( FINISHED ) _ _ _ ` PLYWOOD � � PLASTER /GWB /STUCCO _ _ �� � BATT INSULATION - - - � , - - - - RIGID INSULATION - - - � �y _ '�:�� . ;:�.�`�4> C . M . U . PROJF.CT NO: 97154 PHASE: DD DRAWN BY: - . .y �� . � PROJECT INFO . 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I TO BETR 0�£D RS _ . ._ . . . . . , r, , E � ' �. �. �� , . . � ! . 1 . .-] ..�� i i _ . : �. ! - � '� , �. . . . . . ... . . . . . . � _ � �� � � � ���� ���\ a ,�, . - - - : _ � ����: � ; �;�� � \` ,� . �,�;: 4� �, � WnLI TO BE REMOVED � \, •,. ,\ ,, � Q� . � . , , , , . � � , � , ., . � PnVERS 10 BE REMOVED \ � � � p i AND REPLACED � \ � � � � . � � � \� LlMITS OF EXISTING SNOW MELT ,\ \ � � � \ � �� PAVERS & SNOWMELT $YSTEN � \ � ��\�� TO BE REMOVED AND REPLACED �� � � � � • � 0 � � � � , � . � W � � � � . f f � �.il .� *��� � � 1� � � � �� � ; , W r� °J UMITS OF EXISTNG ' MU 'NALL TO BE � ' � � '� SNOW MELT �En�OVED AS SHOWN " �' � � - � � ISSUF.DFCIR: FC -- (TO BE REAIOVED) ;FC yTRUCTUkALS FOR - - � � - - � �NOP,ING ANO REPLACEMENT � �� � NO. DBL� RE�3 U N��� �SEAM SPECIFICATIONS �'� � _ � � � ,\� - A 11�19/97 TOV - DR8 Review ' EXISTING SNOWMELT IS UNITED �- � � � . TO THE NORTH SIDE OF BUILDING - �EE STRUCTURAL FOR INFORMnTipN � . : . ' ,\;'\\`� �'� B 1 /9/98 TOV Review � EELATING TO STRUCTURAL COLUMNS � � � \ � � � � � AT NEW EN1RY LOCATION � �� '� �EMOvE OTHER PAVERS AS NEEDED �\ � � - � :' � D 2�23 �8 PERNIT $ET � \ � � - - - �' �°i � ` � � - - - �'� ��. . _ . � c , � . � � � \ �\� ��I: �fi �L�/ �/% i //;% %/; iq u �:i/ ' A _ ' _ . � � � . . . ' \ � ' _ _ \ � \ . -,. , . ' ���.. . . SEE STRUCiURAL �FOR LpCaTiph — � �� . �. � \ \ `� ` - , \ . `. . \ OK NEW �'OSTS IN WALL \ �. \ \ \ ��� . � _ _- - - I a . \ _ - _ �\ ` .7 ` � \ \ . � -� A ' �_ i i . � -� �� � � _ � .'� . ��- ' � �� .� � �� � _ - i . - .� , . , -� � . � � �, � � ' ' ' � � � � � � � � � � � , �A . � � � � \ � � A I � s �� � _ � ' _ _ � � \��� � � � .� . � �A. � � � � '� A. AA - � � � � � .�'� � � �\� ������ ' _ ' —_-- - � � -' � � � � � � �� � � � � � � � �� �� ���� � ��` � `. �, PROJECT NO: 97154 T � � �� � .A�� . 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I � . _ . � . . . . _ . . . . . � � O � I � � . - -- . . . 1_— � � . . _ . . . . � - � �^� � � O � � ' r LANDSCAPING ADDED � i � ; � � SMALL NORTH PLANTEF -- ��� ' i - 16 . 3 sq /ft plantable 4 planters � ; 2. 6 sq /ft plantable on site 6 tree wells � i 15. 8 sq /ft plontable off site ,� r"� ( zi New TR[es s TRrE caaTES � i.� LARGE NORTH PLANTER 192 . 9 sq /ft Total plontable area � � � � � p _ '� - 3" GiAMETER nSPEN , - � 26 . 1 sq /ft plontable 121 . 9 sq /ft plantable off site � 4. 0 sq /ft plantable on site 71 sq /ft plantable on site � j 22 . 2 sq /ft plantable off site I �y O O �� LARGE NORTH PLANTER LANDSCAPING REMOVED / I � U 26. 1 sq /ft plantable 4. 0 sq/ft plantable on site 1 plonter ` � � t,,,� � 22 . 2 sq /ft plantable off site Q "r ("> WEST PLANTER 71 sq /ft plantable • � � '' 28. 4 sq /ft plantable Q,� � 28. 4 sq /ft plantoble on site � � 0 sq /ft plontable off site . � 5 � TREE GRATES NET TOTALS ( plantable ) W � j � - 96 sq /ft plontable 0 sq /ft gain on site y 64 sq /ft plantable off site 12 � . 0 sq /ft gain off site � ISSUP.DFOR: L32 sq /ft plontoble on site � 21 . 0 sq /ft net goin � No. Date Remarks _- a � _ ` — A il /19 97 TOV - DR8 Review I � / B t'/30/98 Pr�ogreas w '�4 � L _D 2/23/98 PERAIIT SET � - - � � + + oo_- i _ - d" - - - _ � � - - ` � - - - �; oo � o o � o __ _ - � 0 � �^ p _ , � ' ! � + 99'- t0° - - - � �� � v � �'O � � ONNECT GGWNSPOUTS ( ` 5 `3� � � - - 3 O � r0 STORM DRqiNaGE SrSTEM ( \) ( � ) NEW TREES & 7REE !:RniES � � � - � � � po . }- AT ALL DOWNSPOUT LOCATIONS \ 2'� - 3" D� AMETER ASPEN \ f� + 99' - B' — z O o 0 � " TYPICAL TYPICAL / - ' ' N p p � O ��Gp - \ �j d � S�OPE� PAVERS AS NEEGE\� � o a o — �/ , , _,� Mnxir�u�+ S�oaE -� PROJECTNO: 97154 D o � � _ / YHASE: DD � �p ° p 0 � �p � �ti � ° — +=}.J DRAWN BY: BKDiem o+ A �Op0 . D00q� �� . , - - � . _ ' ; i �-�J � CHE('KF.D BY: P(3SM � !� . I! �. Cj 17 � G� � _ : � � . . . . . . . . l � � � _1 L� .� � - . � . . . . . . , . . . ao ° ExISTING TREE & L( �17. I'l CI L7. I' �. LI .�7. �G :i:7. .G Cl _ �c � , , � . � . TREE GRATE . . �� ''n � .. ..r �'f �L' . � '. I r r �-., . . . . . . . . . . . . . . D SITE o , � . , E _ _ _ � : ¢ � , .. . : • . . . _ . _ _. . . . - � . � . � ; - � �. � ; ; : . . . . . . . . � - - . . � � . . . . . . - ' - � - - - -�_ .. _ .. _ . . . . . . . . _ � _ . . . . . . . _ . . . ° - c m PLAN c 12 " CONCRETE BANO� � � OEFINING STREET EDGE �' $�� NAM� i �� a � NEW PAVERS TO MATCM EXISTING � PROVIDE ELECTRICAL OUT�ETS AT � S I t I � �� A 1 2 m THE BASE OF EACH 1REE FOR _/ � � � -o SEASONAL / DECORATIVE UGHTING A1 .2 ,� /4n = ,� � � Ow L ���{�p� �� �/ppp a �Hl[�i�l !�VlADTYI ROBBRTSON 1►�[d..BR e�I'CI]1tCCtS, � PO Box 7630 Avon, Colaado 81620 Tei (970) 949-0916 Fex (970) 949-1017 E.m� rmt@vail.net STAMP � , f � a . � py . � � � _ � C ) . - °c 81 64 . 41 81 F� 4 . 6F O '- � ' -, , ° 8164 . 84 x X E N TR Y ROPERTY UNE . � ° 1 . 5 WIC` E � - --_� � � N �� RE r - � L � � � X8164 . � 9 � ° EDGE OF CREEK � � `` X � � U � X8164 . 16 8164 . 3 � � ,� I �3159 , 9a � 8164 . 81 ; 8164 . 06 �'�� 9 EDGE CRK � BOT . WALI� � ENTRY i`�- 8164 . iin Q � EXISTING � PROVIDE 3" DIA. PVC CONNECTING ' ' � � �, " � r � � . �" 1 . 0 PVC INV. OUT DOWNSPOUTS TO STORM DRAIN � � °' 8161 . 00 - `�'f 4 � � ' � / % " PROVIDE NEW 3 . 5X2 . 1 STORM °p � HEAT TAPE ( TYPICAL) X�// SEWER CATCH BASIN w � , RK T . WA -� f INV. ELEV. 8161 . 96 EDCE C /BO LL 8159 . 56 � --- - _: . �, P . � . �. � � � _ ' '_ � I � � � II�V �._ f ' I , TI_ i �JE � IN �� . �1 � r "� ._i �U� ��: 8159 . 00 EXISTING � _ xo. Due Renoarks � ` � � 3 . 5 X � i � �� �;� R \� _� E W E �i� n » /ig/e� Tov - �te Re�. � CONCRETE CULVERT ; � ` � � , 8164. 81X �� i � � � ,, EXIST . INLET BOX TO RE ���� ��. i ���� e i /s/se 1ovR�,�. 0 4 . 0 DIAMETER ; j � ENTRY PROVIDE 1 � " DIA . OUTLET c , /3o/sa P�«f� I N V. I N � ` "L . 1 J � � D 2 23/98 PERNIT SET m - '" % - • • - � IN � . EL : 816 ? . � 4 m \ � � � L.�� T � i 'r E 3/20/98 BID SET ' � � � � �,, `- - + '- PROVIDE 3" DIA . PVC CONNECTING �� � 4 BOT . OF INLET F 3 30/98 r�HS�o ero s�r � CONNECT 12" DIA. PVC � F - � � � � J - J DOWNSPOUTS TO STORM DRAIN � 816 86X c 4/e/9a issu� •c• � STORM DRAIN INTO ,� � ,� i Q HEAT TAPE ( TYPICAL) `, � 162 . 84 _ _ _ ° CONCRETE CULVERT �F ° . . = - � , \ , GRaTE E � : 8i 6 � . �� ? - - - � INV. EL: 8160. 00 �� , , - - - a � �,` o �� . ' t ' ' -�; � ' ` � ` � �� . � , ., - - -� �' �' i � 4 '=� ; ', �1F4 ; � � O OX � lrj4 . > `_ Q�.- � � - - - a � � r `; ! �:; � � O - - - h . 0 � IA GRATE E � : � � � � � ri 4 . �> 1 �,�. �,� ., LL GRATE EL : 8165 . 50 pVC INV . OUT � �I� - - - �, - - �316 � . 05 � 5 8 65 . 3p � - -� � i� - - - - � � � - - - - - -/ } , �h � VI 1 IA. AIN I - - - D F � 10447 ft164 . � � 81F41 � X \ TIE NEW ASPHALT TO - - - � 1 � 4 . � .3 � . 5� SLOPE X ` � - �- EXIST. ELEV. 8163 . 80 � EXISTING X � 3 . 1 X1 . 5 STORM GRATE - -- - - - - - `'\ PROJF.CTNO: 97154 � 0 . 6 WIDE METAL CURB GRATE EL : � � } _ � 8164. 1 - HIGH POINT OF NEW PHASE: DD ° NO INV . IN OR OUT � 8165 42 ` PROVIDE 12 " DIA. PVC DRAIN PIPE � ExisriN �� X DRAINAGE PAN D�� BY' °' TOP SEWER CLEAN /OUT i . s wi � E 8164 . 15 $ 16 � . 7F� CI-IECKED BY: = �=�NCRETE PAN � 3 SX21NrSTORM � EWER WLET BOX 0 . 3 DIA VERTICAL PVC ��. ° NO PiPE LEADING IN 2 . � ABOVE CONC . PAN X REMOVE EXIST. STORM SEW. INLET X � 81 b4 . i 4 X � . _ , Q - - -- - GRATE EL: 8163. 97 GRADING/ o BOT . OF INLET EL : 8162 05 8164 . 90 X � lb .:� . 8 �� � 8 1 6 4 . 5 6 X8164 . 37 TO M �ARCH EX STING C�� I N V. EL: 8161 . 56 ( OU T) PL�N m INV. EL• 8161 . 66 ( IN ) � � s[�r N�erm . o � � Al � , GRADING CIVIL PLAN o �� .a 3 /16" = 1 ' - 0' • a SFI�f NUMBffiZ a I i, i �� I I ♦ � , ih � f � � ROBERTSON A�IIL7.ER 1ERR� -i - � �y � � _ _ APC�11LeCtS, � � PO Box 7630 Avon, Colaado 81620 •9,� Tel (970) 949-0916 so Faz (970) 949-1017 . �. E.mail rmt�vail.nd •s 00 �``F� ' `' , -s�r I ' P ;,� . � ,� . FNI!LLEFZ ' I i � �, �2 ; "" s-` ���/���:���,� , JEWEL DISPLAY I I � \\� NS�j F\E�G� I I � ST PLATFORM DISPLAY �^ � � / ALL INTERIpR CABNITRV � FINISH � '�, � CARPENTRY IS TO BE DESiGNED ! � AND EXECUTED BY EXIERIOR SOURCES O1 � I \\ ' . t ' - 5 9 16" �n ` I \�•9 `�i -2 PLATFORM DISPLAY I i �� �� . .� . JEWEL DISPLAY I . \ �� � \ �� � ` i 6 f � � � ^ ^�1� / / I �1 ti � n � •6 °` ; . . _ . _ _ . . . . . . . . . . . . . . . . . _ . . . I ..� . . � `� � \ . . . . . . . . . . . . . _ . . . � / � . II . ' '� � � � . '%�i / , �, ^'\0 _ O < � O � % � � i � 1 �� � 1�, � �a / ^ : i \ / � �� � � ' • �, �� � �� � \ , � _ _ — —_ _ _ _ ' ' .! / / ��� \' . . . N � � .. / . . . _ . . N r _ � . . _ _ _ � ' . C - -_ . , � . � � ` � � � � � a'- 3 . 8' i / � � � � � � � �, ` � ' � � ' / / � , , � � J � \ O � � , � , a ;' � - -- — �� � i . . . _ . _ .. . o+ c� i � � � � � � � � � � � � � � \ • 6 � . . . ' \ eo ^wy, : � � W .� � � m � � i I � ' � - ,y\0 - . . °' : I � I , 0 1 I � � � ' .., I I � �" I I � � C�j I � 2 � \ I n � � I 5'- to 5/is' � — — —1- �— - � - ,42.1 j � o � ,7 ' I � � I ^ � O � I ..� I I � � U f-1 I . _ ; � I i � �° z Enlar ed Entr Plan � � i ��' ' W °� „ N �� � �2. _ 1 � _ � �� � � � _ _ - _ 4 , 4' � ISSU� POR: , u . a� 4, � _ / • z� L � . — . — . —t- . � • ♦ � � � I �. No. Daoe R,e�irs � �• ' S � �, A 11 /19 7 TOV - DRB Revietr Q I ' � ` � C 1 /30/98 Progress B 1 9 98 TOV Revier � / � / D 2 23 PERNIT SET � � • � � / ♦ - - - " � / - - n 1 2 3 � ' � ♦ .Y - - - � 4. 4. 4. ' � � � - - - Q, � � � ♦ \ � � °'i - - - � I I I � ♦ �'� M ' _ _ _ n - � � � - - � - - - � • - - - o � � � � " I � . - - - � ' � - - - ; �, D �\� Yl � \ / J � � ; � • . — . — . — . — . . � . � . � • � . PROJECTNO: 97154 N n PHASE: DD � � DRAWN BY: BKDiem o, ' CHECKED BY: P(3SM � � . � d � � 4'- 7 3/a 8'- 2 � /2' 70'-0 0'-0' 8'- 2 t /2' 6'— � � /<" 7�-9 3/4' 1 LOOl\ c�' m s'- 2 i /a' a'- io i /z" i � '-s , ,2�� 8�- 5 , ,2- „ �-6 „z� ��_ , - PLAN � — -- ---- - - - � � s� � y �5'- 8 t �2" � 3' - � p' =�� � � , Main Floor Plan L A2.1 � �q."_ � ' — �' � a SH�P AI[7MBFR a ROBFdtTSON rRL� TERRELL AI'C�llLC�tS, � PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fa�[ (970) 949- 1017 E.mail rmt�vail.net Pp� REr,;`.�. ,,., ; PAI, �G .��v NiIL�� � �' l � � , ` � ` r� sT S51F��,� � � �- � � � � � � � � . � � � ' �� , Q � � GU ER �l'STEM � '� I � � O I �1 � I � 0 � , � � U � \` :�;�� aI � i � ;. , .. .�`l ���\ �r � ����� . � � I 4) `� ♦' o � � :b � w � � / �\ ISSUED POR: � � � �� No. Date Remu�k.g � � / A 11 /19/97 TOV - DRB Review � � � B 1 /9 98 TOV Reriew � � C 1 /30/98 Progras -- � D 2/23/98 PERNiT SET � °r ---- I � / � — — — I .; � � _ _ _ �I � � — — ` — — — � — — D _ _ _ a� — 3 _ _ 2 / � / � _ _ _ ^' i I I� - — --� � PROJF.CT NO: 97154 N m �1 1 PHASE: DD � J� I � � DRAWN RY : Bl�iem � �— —� �� E— —� � —� CHECKED BY : PGSM � s � - – � — ----� � GUTTER SYSTE �UTTER SYSTEM �'CUTIER SYSTEM UT1'ER SYSTEM � ROOF ,�� PLAN �, SFIEBf NAME �� , Roof Plan A � . 2 Q � �z.2 1 /4" = 1 ' - 0" L (���p� �� ��p�p � Jll�i{i 1 ��V I�IOLI\ Q ROBERTSON MILL.ER APCt11tEC1S, � PO Box 7630 • Avoo, Colocado 81620 Tel (970) 949-0916 Faz (970) 949- 1017 E.mail rmt�vail.net � p ftEG; � ,;: �� � �G��v � :" �. � � ''t i � �a J � ��/�1���� . � , ST _ . : � . � � � � � � � �� O � � �� . � � b o ����� O�-+ � �' `�, � �i o � � U ;:� fij � �. � � o � � � O • �; � � � PROVIDE ELECTRICAL FOR �+ � SELF ILLUMINATED SIGNAGE O � � ,b PROVIDE ELECTRICAL FOR w � DIRECTtONAL SiGNAGE LIGMTS . � y �__ _ �. � I$$UE� FOR: � \ N I)aDe Remarks 4 i ' '\ A 11 /19/97 TOV — pRB Review i � y Q i/ B 1 9 98 TOV Revier � ' C 1 /30/98 Prc�gress COORDINATE ALL SWITCHING LOCATIONS � 0 2/23/98 PERMIT SET � WITH OWNER PRIOR TO INSTAlLAT10N � � _ � .. - - � CaRRIACE �aNTEPNS ( 'YP ) � // � - - - ��� � � �� - - - o �O i� - - �=� PROVIDE SOFFIT LIGHTING �C � � � �� � - ' - -7 AT ALL TRU55 LOCnT10N5 � y i ���/ _ _ _ o � c TIPICAL m I � _ _ _ � 'n� a� . _ _ ' a , y � — — , — �, — _ — ; — — — a p ,;. �, PROJEC'i' NO: 97154 n � � ' ' PHASE: DD g, ��' DRAWN BY: Bl�itm � c!� Cl Q ('i Q i � (:HF.CKF.D RY : P(3SM -- — — : - - — : � — — ' __. . i ` - — I! . - - - _ =_-- _ _ _. - -_—�— ' � - - — — — — c �n� REFLEC . U E ¢ EILIN � � P A � ; S}�.'1' NAME �; rn , Reflected Ceilin Plan � . w • r A2 � � � a22 1 /4 = 1 — 0 �_ `-1 � Sf�Ef NUMBER n ROBERTSON r�IILL.ER AI'Ctll[CCfS, � - PO Box 7630 Avoe, Colotado 81620 Tel (970) 949-0916 Faz (970) 949- 1017 E.mail ' .net I � r I � ,— ; I � - _ �PD �EG%-..:::a � F ' , ! � �lUi C :`o ' _ - - - � : �rllL S�; r+ew oowr+sPa,r �� � i , _ _ �;: r �-��2 ;: � . , �- � / �\ ��/�—��..1..����,c,� � � �,� _� A��N � � ! i� \ � STAMP�. _ . � � ' � � � . ' � 14 � J ' �� � 3 West Brid e Street Elevation � A3.1 � �4" _ � ' — �° � • � � � I � I I I exisnNC oowNSPa�rs — I I I � Pos�norr HEw aoucr� o�r�es w exisnNc OPENINGS I I NEW DONNSPOUT � CENTER ON wINO0W5 480�E ' � � � YER6 r iN FlELD I I I � CARFI4GE LANTERNS (T1'P) PPOytDE EIECTRiUL ♦S NEEDEO I I I COORDINATE ALl SWITCHMG LOCATIONS WITH ONMER � pRIpR TO IN5T�ILLATIpN � '� � � I �_ ' _ • _ � _ • _ . � A4.2 � _ _ � �_ _� A4.2 � � ' PRONDE ELECTRiCAL WRETS ' " FOR HOLiD�Y LIGH7MIG � I ' �� I -� -L� / \ . BELOW LANTERNS ( TYP) n i \ / }-J � � JJ . . . ._ � . I • _ � � II ._ . � � �ti i �� i • � �. -� — � , TIII ,,n I�I `L�` � `p � UIJ w I j � ❑ � � I ' I 0 . C+ �. i i I � i� � m i � � . ,^ 6 � �-_ � �� . � �� � f � � !.'� � a�11 � I� �.� i � � � , f _ —_ _ - , _ _ __ _ � 7 _J � � � � 0 � L '.: � �� U v -.� - - I - - A � J �1 > 2 North Gore Creek Drive Elevation o �` n3 � 1 /4" = 1 ' - 0" ' �' � ' � ao p< :d � w m - LSSIJ� FOR: = No. Daoe Remacics - A 11 19/97 TOV - DRB Review B 1 /9 98 TOV Revier ¢ C i/30/98 Progress _ � D 2/23 98 PERNIT SET � - - � ' - - - �> 3 <� - - - ,, A4.2 - - � - - - � � —� - - - D � ; _ _ � —� _ _ — — v � � � �`� � PROJECT N(): 97154 � vNnsE: DD � � / / DRAWN BY : BKDiem � 0 � ` -�� � C}iI:CKED HY: PGSM a+ c � • � i � —1 �, � � � , �. �,� � , ° � ' � � EXTERIOR E' N R v _ 9 „ _ ELEV . - , ; ,, - -�- -� - — - - SHPSf NAME `� , NW Front Elevation �: � , , ,4- - , � _ o� A3 . 1 � `= s�er xu��e ROBERTSON MIII.ER AfCi3ltCCtS, � , PO Bm� 7630 Avon. Coloradn 81620 Tel (4'10) 949-0916 Faa (970) 949-1017 F. F. �E ;�� 2 E.maii rmt�vail.oet 110'-6" PLATE ELEVATiON ` �P��.p�� � ' . G'�� „ 0•- 2° � �F�1 �'L G . S ��;� _ s�. � i P. ; iLL � R � ) : �l r .^� r� ,� � ', !J' l� � �L r ' I 1���������� �� �, u �,F�� i I ST _ - i � � � � i�� �� :� � i z� � m � n PROVIDE ELECTRICAL i � KIRING FOR DISPLAY '^ � � CASES ( U,HTIN , & POWER ) � i � T. O. STONE WAWSCOT� T 0. PLATFORM GiSFLF �r 102'- 4" � � ��. _ p., VERIFI WI7hi CUEN ? � � r, I � .� . F . LEVEL ' :^. I � 100, - � .. . . . . .. . . � '. �- � . � �= � � � � � � i�-i� � ---'k - i --•- i � 7.5= - _ _, - - . • 8x8 BENT WOOD TRUSS . 3'- 70 3/4' . z'-s s/a" ROBERTSON MIIrI.ER 1F1tRFLL � APC�11�CtS, � • i � PO Boa 7630 i Avon, Colorsdo 81620 I Tel (970) 949-0916 � �_ � Fax (970) 949- 1017 �: E.mail vail.net N � ` Pp0 REri`�. . :�. - �Gu� � :. P�^ l�'! G . S :�. ; P,4ILLLR i �n � � ,� %i � p \ ,; %����lg���,��` � 9. . ;�`,.' ,. SC� ° � � STAMP 1" �` �^ 7 .� � , . 2 � , , . :. , i % \ � � / ; � , � } 3 CHAMPFER 45 4 T ical Knee Brace � A4.2 � 2 = � � - O� � � , o - � , :� � e'- t � 3�4�. Bxt2 WTLOOKS—� � � 8x12 BENT WOOD TRUSS \ � i � � . � � a O� 0 i fJ p (p \ \ n � O N 1 I T � J. � �,s 3 Truss Detail \ A<.z � /2° = � ' - o� � � � � a� 8- � b o � � � U ,��/ s - , � i_ w ? � �..� Window Schedule °�_ E ' , �� -_ _ _-_ � . � � ,� -- � a� � � � � � WINDOW TYPE RU WIDTH RO HEiGHT DEFTH HEAL ' � � �.L� a�a � � , , , , > , „ „ , - � � 1 F I X E D 3 11 5 8 1 % 2 6 8 — G " � � / �ssUEn Po�: , , , „ , „ �, . , � ' 2 FIXED 3 11 5 8 1 � 2 6 8 — `_ � � ��� �ti� j N°. n� R°� , , � � � , � , > , , .' i � � A 11 /19 7 TOV - DRB Review ' 3 F I X E D 7 6 7 6 6 8 — C! ' � � sx, o o�nooKS -� � e � s sa TOV Review ' 4 ' FIXED 3 ' 11 " 5 ' 8 1 / 2 '� 6 " 8 ' — C! " I � 6x8 BENT NqOD TRUSS —� c 1 /30/98 P����, ' 5 ' FIXED 3 ' 11 „ � , 8 1 / 2 „ 6 " 8 , — � � „ "` —�, � - -�- 0 22398 pERMITSET ' 6 ' FIXED 5 ' 8 1 / 2 " 5 ' 8 1 / 2 " 6 " 8 ' — u ' � \'; 2 TI" U SS Deta il - - - ' 7 ' FIXED 2 ' 1 1 / 2 „ 5 , g � � 2 „ 6 „ 8 , — ` � , � � �� � � /2" = i ' — o" - - - ' 8 ' FIXED 2 ' 1 1 � 2 " 3 ' 1 � 2 ° 6 " 6 ' 2 '� ,% � " - - - , ' 9 ' FIXED 2 ' 1 1 / 2 „ � , 6 „ 6 „ � � — �� " ,�— -- -- � _ 5 ' '`„ - - - ' 10 ' FIXED CUSTOM ' CUSTOM ' 6 " 8 ' — C' " I 8 - " �2° _ _ - ' 11 ' FIXED 2 ' 1 1 / 2 >, 7 � 6 >, 6 „ 8 , _ C; . , ''� - -- - - - � ' 12 ' FIXED 2 ' 1 1 / 2 " 3 ' 1 / 2 " 6 " 6 ' � 1 / � PROJECTNO: 97154 PHASE: DD ' 13 ' FIXED 2 ' 1 1 / 2 " 5 ' 8 1 / 2 " 6 " 8 ' — 0 � � , DRAWN BY: Bl�iem ' 14 ' FIXED 5 ' 8 1 / 2 " 5 ' 8 1 / 2 " 6 " 8 ' — C� " � � c�.cKEn aY : P(3sM ' 15 ' FIXED 5 ' 8 l / 2 " 5 ' 8 1 ; 2 " E " �? ' - 0 " `�; � � VERIFY ALL ROUGH OPENINGS 1NITH � � � 6x10 OUTLOOKS ' F� INAL WINDC? W SFI_ ECTION n ,^ 6x8 BENT WOOD TRUSS —� ' r � y� DETAILS — ` � � \ S�r HA� 6. ^ ' A4 . 2 �� , Truss Detail . .n A4.2 � /Zr= � � — �� r SI�T HUMB�t . . _ . _ _ � � �. _ .�. sr� . .� . T •� x, l � . .. ' � - .� .-. ._.- - . .: _ _ - . 3�f .N ♦'� . ^1T . . . � r . _ . . . _ __ . . . . _ . _ - . . .' . . . . . . - . . . - . r . . . . . . . . . . . � -- � - � , � I u. .r � "• q . . � .R.. . . . �. 1 , il . . < T q �\ . . i i: 1 � • rvY r : �. -r . . ��.��7 ' �� . ' . , l� - � " . . . . _� . ; n •. ' I ; . , f f « _ .rc1 �: � _ . ' • . - . . . . . _ . . . - . . . . , . . . . . . . - ' �. . � . . . , . . . . ; .. . .. , . . - " . . _ . . . � . . . . ��~ . . � . ' ~� . � � . . , . , _ . . . . . . � _ . . . .. �, . . . ' . r, - . � . , , . . ' .. . . _ � � � . � . ' . ' . r. � -__ `__�" �NERAL NQTES � , L rvE LOnDS USED iH DES tt?H: 2 EAL?i PAnlE1 StULL 6E IpENT I F IEp wi Tti TH£ GRADE - TfdADEW�RK UF iNE AMERICAN PLrW000 A$$p(: IATION AIJp SNALL MFfT TViE REL1U ?REMENTS D� U . S . , q . RDOF �3L' PS � pRLTUUCTS STAN�ARD AS � , LAT[$T F71T !ON FQR PLYNppp . ALL pANELS PN � CM i � HA�£ AN` EDGE CY2 SURFACE ptRM4NENTL� EXPbSED TO THt WEATHER SHALL ' 8 . ROCF: SLOPE < 3: 12 t09 PSF BE OF TFIE EX?ER � Oit TYPE . - I „ FOeZ FLOCHING l'SE � /4 " TdeG STURD - 1 - `Lf� Sr1EATHING NAII_ED �T 4 O . C . ' ��()��.I�T��)tin��LiE, I� j ��KIZi. LL i � - C . TYPIC,AL FLOOR � Od PS� T xLGNG PANEL EDGES A�10 AT 70 " +.LONG iNTERL1E01nTE _°AJPPORTS . I _^�7Cr1lt-�CtS, PC 4 , fpR ROQF uSE 5 /E ' (40/20 SPAN RA7iNG ) E%POSI#4E I S+'EA7HiNG HAILED AT 4' I �i D . WINU O . C . ALQNG PaNEI EDGES AND AT t2 ` ALflNG INTERMEDtATE SUPPORTS . . ' 1 . BAStC WfND SPEED 80 4PW 5 . EXTERIOR ViAILS Si!ALL HAVE ONE UYFR CF i /2 ' EXPOSURE f SHEATHING � P(1 $r;�; ;F��i 2 . EXPOSURE 8 kAll.Ep A? 6 ' C . � . ALCBVG PAN£L EDCES . � I � . E . DIA.ot+RA(;M SkEATNINS $HALI 8E THE THICKNESS S710riN ON PLANS W � TH TNE �1 A'. U�, L ��IU�J<jo �� l )2G i E . EARrHW.4KE �ONE _ _ _ _ _ �ACf lii2A1N FERPENDICULAH 70 SUPPORTj WITH ETlD .IOINTS STAGCERED . Tf1 ��1iJ� l.4f? O�? Ib : . VNSTALL SUiTABiE £DCiE SUPP�tT BY USE OF PLYCUPS . TpNGUE ANO ' ' � �' � ' � F . I � VE IOADS ARE RpUCED PER CODE IF ;4�PLICAHLE . GROOVE PANElS OR SOLIp YqCX7 BLOCKINC BE7NEEN SUPPORTS . 2 . TEST ING � - LAM INATED VENEER Lt1A�BcR NE►SERS SHALL H+�VE THE FpLLOw �NG STWESS a��erenr�6F A _ CQ�tTRACT�R SrML� FURNiSh OF PRQv10E COCk2DiNaTi (� =0R TESTiNG AS RE�t1 �RED ��ACiT �fS: �B � 2800 �� � E_ 2 Obp , 000 °S � FC 750 FSi � � 185 �� . -� � � . . gv TNE 1'ROJ£CT SP£C IF + CA' ICdJS . Tr1f TfST IhIC RROCRAna SNALL 8E COORD WATE'J W17H �'�� 8E CONNECTED � N r , r?Cea �; v" -++ IAANU � �-C . f RS 'i r ,�,tuCn,�,;a i ", S .. d" ALG �`�r CCNTRACTQR SHA� L FiAVE � � ! SfNG � �.c � ti .� ,� -• � ;, - - � �'~ a � ";S `. .f�O��tJFs 7HE PROJECT OMN�R , ARCHiTF�T At�#'i STRUC7URAL ENGINEER . < �N o � 0 . NOk - SIRUCTURAL ELEM-^. - S . B . iN THE .48SENCE Of 07HER RfIXfiREUENTS , 71iE CONTRACTOR SMALL fURNISH _ a INDt"DFNDENS iESTING Of SO ! l COLf''AC� � ON . CAST - iN - PLACf C!N7CRE7E S?R`chFGTN AN� 4 . E !,EMENTS SUCH n� ^. � + + o� yo Wa ' RE � NFpRt' ING . STRUCTURAL ST£E� BOIT iNG NNO WEL� ING t0 THE EXTENT NECESS/+RY BY THE STRUGTURE �. � . - � �`r � � . - 4� :', �_'.� � � ' �:� _ � .� '� ,,�e T g�`�°J � TU nSSURE CO�uSi'RUCTiOrt iS iN Cp.wLiaHCE w � tH THE CONSTRUCTION Q MENrS , raWEMENTS . ,, �ass� fNG .���: �9j�L�me �NAI ,, . �. ' . � 3 . fOUNDA71pt�S � B . f IRE PROTEC710Pi FOR ALL STRUCTURAL PART5 SHALI B: � ,���`BA�Hpfl�tl`rp a�i�y�a ALL CO(JE REO�' IRF.]AENTS F(3R THE TYPE �F CONSTftUCT I �'�� � - � � A . T}iE ALL(7NA8LE SOiL BEARiNG I'RFSSURE ASSUMEp IN OESIGN IS 3QQ0 PSF liiE 4RCH � TEUTURpL DlUW � NGS . STRUCI'UP24L STEEI. MEb�ERS . . . . .. . . , . CON7RAC7qt �iALL RETHIN A IICEkSED SC + L. S ENGINEER ?� INSPECT THE FOUNOATI �JN ONRESiRA ! HED UNL€SS. OTHERWISE NpT�p . - - - - -- - - - EXCAYATION , SOIL5 ENGINEEk Ska�L tiERic'Y �t� VRiTiNG THE AC7UA� SpILS CAPAC � TY i5 � CQl1Al TO CR GREt1TER '• HAN ASSUMED . ? � . :,ENERAt: . � i g . ALL FOOTING BEARING E�EVATIONS SFiCMN ARE ASSUNI�� . El(ACi BEARING ELEVaT10(dS � A . DJG �N£ER 'S AGCEPTANCE MU5T BE SECUREd fOft nLL S7RUCTURAL SU�57tTU71�1S . � SHA!.L BE VERfF ! ED IN TH£ FIfID WITH AC?LIAL CONDiTI0N5 �Y CONTRaCTCY.Z WIIN . APPROVAL OF SOILS ENG WEER MID A�L BOl'TQM OF F00? INGS SHAL� BE A MINIAQiM OF F1 . . VERIFY ALL OPENINGS THRWGM FLOORS , ROOF ANp WALLS WITN WECHAN !CA� ANO � � I a8 ' BELOw Ex7ERI0R C�2nDE . ELECTRiCnL C�ITRACTCftS . VEIt � FICaTtON Of L�CA7i0N5 , SIZES , t # NTELS . �NC j - REqU1R£p CONNECTIaNS ARE C(7dTRACTUR �S CQAPLETE RESf'dVS �BiLITY . ' ! C . ALL FpOTtNCS ARE TO RE P��aCEO CN FiRM , i1NDISTI�kSEU , NATURAL SO � I OR PROPER�Y ' CONI�AC"fED BACK.F ij,L . APP120VED BY THE SG ILS ENG �NEER . BApC� tLL SFIALL BE C . PR Iry7 TO IN$FALLAT IOIv OF MEqiAN 1CAL Ahl� ELECTit ICAL EW � P�1EN7 OF2 OTI�ER I � L•C!.PaCTED TO 952 (4� � NII,uM ) STAND4R0 ?ROC7UH DFNSiTY UNLESS On+;RW � SE iTEi�S T6 BE aT?aCMEC�� TQ THE 57RUCPJfiE , ENGiNEER 'S APPROVI.L OF C01.NEC7 (ONS ' i RFCCllANENUEU � N TkE SO � LS REPORT . IF SU�T S.�O'S aRE EHCWNTf�tED REMOVE SOII ahq SUPPG2T5 SNAiL BE QBTAtNEO . UNL_SS Sf'EGIFICALiY pETAILED �l � AND RFC(%l�AC? WI7N APPRQVEO FILL . (R£ SQ � I REPORT FOR �ESCi71 �TtlMi D� ARCNiTECTLIRA! AND STRUCTURAL �RAWfNGS , RESf'EC? I �lE SUBCONTRACTOR � , BEARING SOIL . } SHhIL �URN � SH A� L NANGERS , CGNNECTISk�$ , E7C. . , REIXIIRED FQR INSTA6LATICN OF . � H ! S ITFIAS , D . GENT�R ALL FOOT iNGS UNpER �W1: �S , CULUAWS OR GR 10 ! INES UNLESS OTHERW' 15E I NOTED ON PLANS . :� �ROVIDE ALL EM6£DDEO IT[4t$ IN STRUCTURf A$ NDTEO ON /+RCHiTECTURAI , ' I ME�HkNICaL . 6 :ECTRICAL , aMp STRi1CrURAI [}RAWiNGS . MISCE�lnNE�1uS � , � £ , CONTRACTOR 70 PROV � DE , AT HIS EXPEhiSF , ftELD OENSI7Y T£StS ON i,01+PAGfm FILL E1.6EDDED i1'EMS AND ANCFlOR BULTS SHALL BE ft1RNISNED BY STEEL SUPPLtER � � UNDER FOOTfNGS ANO ItyTERiQR SLABS - DN - GRA,r`iG . q id � NIiAAA 4F 2 REPRESENiAT !VE 4ND iNSTALLE� 8Y CfMCRETE C<klTRqCTpR . 5TEEL SNALL FULFILL ASTM A36 . " ' TESjS SHALL BE iAKt�l rOR EACH FOpTINC aNp 5LA8 -ON - GRADE . _ . PRpv !DE ASPNALT IC 14AST f C - COAT lNC ON ALi STEEL ANp YMOOD EXPOSFA TO TFkE EART}t . f . tjQT IFY SOILS ENGINEER Y1HEN EXCAVA? I �JN IS C0IQLETED SO THPT Cp401`f IOdJS MAY BE � � �, . lNSPECTED PRIOR TO p!.4CEIAENT OF nNY � ILL OR CONCRETE . r . SUBMIT SM(� AND EReCTt �N ORhWINGS TO ENGINEER FOR REv' iEW 0< <.LL STRUCTURAI �^1 '� � � STEEL . THE 6dANUFACTURING OR FABRICATION OF ANY ITEMS PR �OR TO NRiTT �I REVIEW � � I 1 . S�AH - txJ - GRADE UF StiGP DRAWiNGS WtLI 8E ENTiRELY AT THE RtSK 0� iNE CO►117tALTQlZ . A . TNE PRE°ARAT � ON OF THE Sll6GRA0E FOk THf. SLAB - ON - GRAOE SF+ALL 6E IN S7RiCT G . WATF�PROOFiNG . V.APpR BARRIERS . ETC . , SHAIL BE AS SNOVM ON THE ARG+ iTECTURAI ,' ALCORDANCE WITH 7HE PROJEC' SOILS REPORT . THE COFJTRAC70R SHA!� DIRECT pRAWINGS AND AS INDICATED 1N T}1E SP£CIFICAT {ONS . �� � f�UES1 � ON5 Rc"GAR'J1NG 7NE SUBORA6E PRE�f,RAT10N REQUIREMENTS TO THE . � GEOTE�IN ICA� E�1G iNEEft . � . nLL D ibtENS iONS qd STRUCTUR�L �RAwinGS SHnl.l BE C�+ECUED nGA INS7 F iELO ! 5 . COniCRETE� nRCNi7ErT�tRnL DRAWit�KiS . . . -,•_d s I � i '-3 9/16 " � /8' , f-�- - � � I a . ALL CAST - IN - PI.ACE C0.MG'RETE SHALL BE M4DE W � TI+ TYPE � PORiLANO CElAENT , � . - -1 � ; STONE AGGR£GATE AHD 5HALL DEUEIOP 3000 P51 COMPRESSIVE STRENGTH IN 28 OnYS , •� I V @ , CQNTRACTOR 41AY pOCIR SL�BS - ON -GRADE CONTINUWS AND 1ROMELCUT � � } � � � JOtNTS . JOINT $ SNALL BE SPACED 10 FEET ANp TRbWEI.CUT i " pEEf' % I /8 " �ARRY ALL I_ � � 1 . �' t � I ' SLAB RE iNFpRCfMENT TH}iOUGH JO WT . � � - Z � , . - �_ I C . SLaBS , TOPP ! N0 , FOOTINGS , BE�MS aND MWlL5 SMALL NO? HAVE JO �N75� ik n C� � � , ' �`y I HORiZONTAI PLANE . 4NV STOP � N CCNGRET� Vq►iK WUST �t IA4DE AT TF1iRD POiN7 OF � � ' � O � $PAN W11'Fi 'JERTICAI BULK!�f_ApS ANO HORiZONTA� SHEAR KEYS UNIESS OTMEAYIISE c � � --- -- - --- - ---�- SHf)WJ . ALL CONS7RUCTtpN ,1pIN75 S}FnLL 9E A5 �ETAILED Of. n5 REYiEwED !3Y n-tE -� a �� �� j � " '�_ , . ENG � NEER . � � � . • - NEW ��� j �,�-�_� � � . D . ALl CONfRETE NOki( ANp RE �NFOttCEMENT bEfA � I. fNG SYtALL BE IN ACCORDFiNCE rY1TN � h: � , ' � WALL`� ACI BUtIDINC C36E 3t8 L-ATEST E� ITION UNLESS NOTED OTHEitW � SE ALL EXpOSEO .� i , � @Gf°, OF CC�tCRE�E WORK SHALL MAYE _ �NCH GNAIAffR . USE STRNDARO HOpKS ON !- � , , �i DONELS UNIESS OTI+ERwiS[ NOTFU . � � /� 'n � I ; 6 , Rc1NFQRCFLFJJ7: W �� , �.i � :n � i � �~ i A . ALL REINFORCINC SHAi_L 8E H1Gi1 - STREHGTN DE�ORMEU 8AR5 CONFORIAING TC ASTM ! I tj�J , � DE5 � �7 !�N A 655 . GRADE A0 . �_� �_ , � � � � @ N£LDED WIRE FABRIC SNALL CUIFORM TO ASTLI A185 AIVO S�-IALL BE iAPPED OkE FULL ' � - ----- --- -- - ' ` ` - �- �J �. MESt� AT S �DE AI� ENO SPLlCES PND W �RED 7(x;FTHEk � � \ - <MArG�� EX13TN<> SioN= - � EFOxY DO{^1�L - - C6)'-#5X8'-O" b " DEEP � � !EDGE ELEYAT�ON> �:- � .� � C RE �NFryiCEMENT PRUTEC i �ON: " i , '-' , _ � iNTd EJ�ISTMG . CON4RETE POURW AGA INST E,4RTH 3 � FpVNpA'lnN V1ALL \ [MATGH E.K�ST:NFi �i; : ,� � 2 . CONCRET�E PQURED IN fORMS (EXPQSEO TO WEATNER OR EARTH ) 2 � � � � � WAI_L ELEVATIOhi. ' I Q� r ; 3 C9lULNS ANi7 BEAMS ( T IE 9AriS ) i _ 1 �7 " CEG'UAL SPAG11J6J \ hWIL STEP ��� i A � � 4 . SLABS AND WALLS (NOT EXP6SED TU WEATMER ) 3 /4 ' Zy � ��' ' - -----� � f Y V i 4 ,� � � iJEW T5 2X4XV4 ! F�y ,_. . D . NO SP� iG£S OF Rf !NFORCEMEN7 SiALL B: W+DE £ %CEPT AS DETA ILEQ QR AUTNOR iZED � � L � � I . I G�LUMN I i � BY THE STRUCTURAI ENGINEER . LAP SpL � CES , M4tERE PEAMITTE.�J , SHALL BE A MiNIWM . _ k � OF 36 BAR 0 �ANEiE'RS UNLESS JTilERWi5E NOTEp �.V+KE ALL HARS CONT INU(3US EPDXY I7CHEi_ !6%-%5X3 '-0' b" -- ;�T DOYVN EXiSTING -��, ' � F � � � "�'�� '�� S�, �. I � > i AR(k1ND CORNERS . DEEP IKCO Ex �STINEi FOUNDATION_��._ r=qJNDA'tION WR1.L : 'ni � � � 1 � ' � � y,_; � WAI� (EGCJAL S�PAC,IN6i `� � lii - -- � � , , ��y y E . P�qCE 7vA *5 (P�R 8 " lNlCKNE55 ) WiTh+ 2 ' - 0 PROJECTt:�N 4ROUND nLL OFENtNGS iN - - - ^ �� `\ EX15TIhib - � I I �� i :� j CONGRETE WA�LS . SLABS , ANp BEAw9S . AL50 R'ROVIDf TWO ;�'S X A ' - 0 Q ' AOONALLY AT \ \ S7EEL GOLUr1r � � ' � p� � � - ;_ `�' �"'� .,: EACH CORNER . REMC�VE I '-b" MAXIMLJM '---�. . � \` ; . � T � � � NEW _ T� _2X4XI/4 n l f . �?F GMU YVALL --�1 \_ �`.� � .--� :.�.'�LUM�r �� �y � I F . (�NT It�OUS Tpp AAII? 80TTOM BARS IN WAlLS ANi� BFAMS S"r1aL� 9E SPL ICFD AS ��:i ' ��- � �� "�� y FOLLOMS: TUP BARS AY MtQSFAN . 60TTON BARS OYER SUP�'ORTS . 4 " � . �'�-_ � � ) ` --- -- ---��• � �.� GO � EXI5TIN6 GMJ ENAi_l_ - � � .. _ �' !r� . . . .-: � - / 'v �i � - � . PROV IDE ALL ACCESSOR IE5 NECESSARY t0 SUPPOFiT RE INFr,�{tC ING A7 vp$ iT 1CNS ,`�^"^-'--"'�` .'-�-"-^ � '�"--'r"� � - � ,-.• '-'-"r^ � -"""CT � �„"-"'-"" �r , � ' gNp�Ml ON THfi P�4N5 . AlL RElMFORCE�EkT TO BE NELD SECURELY IN ?Rt7'�fL " � . � ' w [� , _ _ , _ _ . � , ''� ' � �_ ' ti � � � POSiTION IH At;CORDAWCE WITH TrIE IATEST EpITION OF I�Cf 378 . � -- -� ��� � '? '�` :k? "-`� ''' . --.J----»_ - � ''Z � _ �.'� • �� ; t � ��e-.� � �" - � ' ' . l y '�X15TING :.pNC.RETEr � \ �`. . 1 , ' �� F�LCOR. �i.AB 7 STRUCTUNnL STEEL ! i: f� / .1`''' �c•l FG F( 'P -- --- �.i �. � J # , - - -- ! . ALl STRUC7URAL STEEL 4lALL CONFORM 7U ASTN A38 FXCE°T P iPE COL:M�tS Mh ICH ' � ) �� � ��� V' �,_ , � � � :� •�� . � L� � �, ����, - ��.� , SFiAL.L CQdFORfd TO ASTN A53 ANp TUBf COLU►NS 70 AgT1A 45DQ , GRApE B , LATES? EX1�7 �� tiG ,�. > � r .�' � , � � mli IpJS . STEEL SUPpl1ER IAAY Pt�0Yt0E AST1A A57'l. . GRAUE 50 �T Nt $ OPT �ON . ANCHQR �117 I?Ov`!N F�C �ST�N6 -- SfEEI '�' �f+ . , �' y � m� , � � "Ni-' 1'.� FE ('�\ ] IT �ET BOL7S $HRLL BE A307 S7EEL ANp MISCEIlANEOUS EMBEDDED ITEMS StiA�C�' 8E �36 FOl1N'�7ATION WA�L � [:oL�n-nv - , . � %t � i � � ' r"-'�----�r-�'--�-- --1 ' STEEL . , ' ^c � S\ ? � � -}'-_�"-- - -�. , - - - - - -� -♦ '-� , 5 STRUCTUR�L STEEi SNALL BE DETAILED AND FAHRtCA7ED iN arCbRD�CE WiTN LA7E51' a , r -' ' ?ftOVISlONS OF AISC "IRANUAI OF STEEL CpaSTRUCTION , ` ; '�' .. _ _ _ _ "" - - -- - � + - - - - � : •> l', ' EPl'xY D6Y�L - � i. l `�W a" SLAB ON ` � ; C � � • ---�--r---- '-- - - --- C . UNLESS OTFIERWISE NO-�ED . USE STIWDARO FRAMEn 9EAM CONNECT � QNS W+ 7N STEEL �� - -_ ' ��-� f6)��' -Q' S" �'�='� ` ' - ,. iG.�,� y�TM �S / �. � . � - ---- �� ��ORG= PI�R W� T�; � , - -`AJ. 80!T$ PER AI $C 'IµNUAI_ 4F 5? EEL CONSTRL!CT '.ON � TABLE I I - A W � TH A325 - N 80'. � ; �`u � - - „ p � INTO EX�ST�N(� . ;, � .I)y,� l �.Wj„��. � . i@)-�'S Y�R��GAL�Y ��rtD ;Z� � i . wEIDED EQU iv4LEa7 . SELEC7 Cqn7HECT iON nT EaCK SVL if.E TO SUPRORT 60l. THf � ( � FOVNDA"tipN VJA: , � ' � �3 HOKiZONTAL�`•' n� r � � _ _ 70TAL UNiFORM LOAD C.4PACiTV FpR �.CH CtVEN 5EM�1 AND SPAN . STEEi SVPP� C ��. �".�,. � , ;, } 7 �QVAL '�'<-.� ' faC,. � -. . / A` , I '-p" TYPiGAL. (?i r` ! � i � � SUBMfT AIT�YATE CO'JkFCTION UF. TAILS ACC0IAPANiED 8Y CAI.CULATIONS STAA�' ' �� ; �� ; � � � kiXiST11V� FpUh7qTlON :NPLI_. � . _ � � `, � �'� ��y � ��� � � F'LAGES _ I Y - "`� iNE REGISTERE� PROFESStONA� FNGINEER RESPONSBLE F(7P TlIE (;pp�NE":? ION : � � , . .�. - - - --- � I � � ' � s --- --=r-� � FOR tJdC1NEER �S REVI [W . `��- ---�- ---'.-.--- --.- - _ _ . _ --� ------.-�--- . . . ^-� � _. _� . �`i - �--�-------- _ __ . _ �C // � �' ' - -�------ -- - ,. . , _ _ �"` _ _i'f i _, _ _ - - , �_ ._�._ �f ; . 0 . M tN f MUM WELDS TO BE A I SC Gtii: i �ri ' n n'- � . ' , _ , _ , i , i . , .. . . � y: � O }� p��//'j . .. �� ------ 1 ---�- ____� \ �_�-� .-.- --- -- UN�ESS O7HEFtW ! SE N07ED . . , . . �%�� /'� " "i. � � . � � :. �! PLANTEF2 Cy6 '-0"J GOLUMN I C� `� 1 � I 4� ���--�--_� - I � ` - � � � � i00'"�"� T5 ]X4XVA � GJ ,�/ ' I _'_'Sk • __: � E . ALL NELDER5 SHALL !!/�VE EYlDENCE 01' i'ASS �NC TnE AMERICAk WC: ._? iNG SCC ; " •/-1�� \;` _ I i 2 � I $TANpklZC QUALIFlCAT �ONS 'ESTS AS flETAILm IN AWS D1 . 1 . ✓ � � � ( , I � 53.1 I d3 �---�-----' F PROViDi TELIPDt2ARY BRAC �NC Nr0 PREGAUilONS NECESS4RY TO WiTNS7AN0 .4LL - - � \ � � CONS?RUCTION ANp /OR WIHD LOt40S UNTiL AI.L FtELD CONNEC71QN5 ARE CCNRLE ? _ :! j � I I :tn � � I i . i � P�<}JEIT \(j: 3fiCS ! NJD SNEAR WALLS OR �EqcS ARE IN P;aCE . - � � � � I ' - � 1 i i I V I � I '� 1 ' � I I � � . PH '�SE� . - d . YON - SNRiNK ORCX1?� � � � � ' ' � S3.t � ! i ti _ � 53.� � � ' 53.I { � � A , NON - SHM IMC GRfXIT SHPLL BE PROV IpED AS fOLLdMF,: � � 1. , ` I Dr: , N� �' �1.: (.�j� I I � I _ I + CtiGChED 61". 'ri> I 1 . BETYrEEN STEEL CQLUMN BASES AND FOOT INGS . � I / I � - ' � '���' I � I ; � i �-- u i/i(� '. iI � 4 '-4 3/�b" 4 i` � 1 '-�II I/�b' i� � � '-8 7/16" �i•-il !!ib" t'- il �/!6"�� ?'-8 1/f6" � � I '-If 1/Ib" � � � I � 4 . 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CO 7Ma�cal . . _ _ . { .S Q' - � N � • — • — — • — • � _ ` � 1 • � , � • — _ • _� _ _ � � - � � ' , � � � � Q � � . �l i � , � c� -! � � � � � � , � � � .� � . . 4� � - � „-- ---� � - ' a . �, , i _ GLL � --� WpZ � Q Z � . ,� a r ` z z Northw Elevation � o � �.z , /4 - , o !� O , � � 3 � �+ � � 1 � � � � � — J � f ^ � ' ! • � �I O � • � � � rl �_■ '■ �M � ^ �M � �� � 1�{H � NW�aO I ' A 11 9 7 TQV - DIiB Revkr - - - � - -- - - - - - - I.� - - - I! - - ,� _ _ �� mE \ - - f � ' � O Ym � li'I � ' _ - � � f n _ _ _ 1 � m PROJECT NO 97154 a PHASE: DD � ., , � � � DRARTI BY: BlmiOm c ^ z � � M14l O 1 � ] � EXTERIOR � � ; � m o c n� � � NA� I i � , West Elevation p �.z , ,4-- , ._ o- A3 . 2 � ,- �. � n . - . _ _ . . . . _ _ _ _ . _ . . . . . _ _ . _ . . . . _ . . . . . . . . . - . � . . _ _ . �. . ' . . . . , y�T���-: , i� . , ir �: . � . - , .- . . , - � L«�l�ll�il l� ["YV�IWW� � rV �Y 70.7V Avon, C,olaado 81620 Td (970) 949-0916 Fax (970) 949-1017 Smsil rmttvdl.net STAMP J �7 Q � Q �' , � . LL '- � � . . ��c L ' N ' �'T i O r`ri � - � W � � a L' � F� a o �. w � n Awninw at Roof 6 Eave � Knee Brace 8 Window Head 9 Window Siil Z A4.1 3� � � � —Q� A4.1 3� = � � — �„ M.1 3r= � � — �r A4.1 3 � � � — �' A4.1 Jw °� �— �r T Y W O Z Q . � � � a � - W a Z --- � — -- -� - - � ° � � �"� � o� , -__-__-_ - -- __ � � : � � , • ,� , � _ ,� a� l J -' � , _ � � � __ �g I I � [--� � ) � . � � , , , � , � � - a ; i i � � � �� � � � � � i i w � I I �"� �` No. � � A 11 9 7 TOV - DRB Revie� " \ / - - - � - - - r - - ' . � � � � � �� - - - w m � - - - � - - - ^ - - °.' - - - l 1 � � /i � , / � � � � � �y � pRO�.cr xa 971sa � � � ✓ PHASE: DD 0 rn C % / � � DRAWN BY: B�ie�m L a � m v � � � � � � � WALL � � � _ � SECTIONS � , � � Dis la Case Window � Window at Planter 3 Wall Section . Full Len th Window A o M.1 � r= � � - �� M.1 � ,� _ 1 � - �� A4,1 � � _ � � - �� A4.1 � ~_ � � - � �� L i� • � � � �f 1�1Ul�� a - - - _ . - - - _ _ . _ . - - - -. . . _ . �.�. .. , _ , -- - _ . � - , . ., - _ �� Architects, PC Po s� ��o Avao, Cola�do 81620 Td (970) 944-0916 P� (970) 949-1017 H.mdl �mt0vail.net sT� � > � � , o � a ' z � � ��-t � � W � N � o � �� LL� � G f- p U� W � J � � Z Z � � a _ a I an � .�.� z � �Z ` � \ i; � c � � � �� � \� O� .�� � i -- - - - � � -- - - - - - - � � � � � � � � � � - 0 . � � � � w � 1ssv� Poe: No. n.oe Re�.ds A 11 9 TOV - DNB Rsaew � - - - m - - - ,� - - - m — — — � — — — �c' — — c" _ _ rri - � ' ' � o� _ ' 2 _ � v y - _ _ s rn _ - - - n ! N � j �o1BCr xo: 971st n PHA3E: DD � 0 �; DRAWN BY: BImIEm � � � � I � _ � \�I m 0 �' i � WALL � � p - SECTIONS 0 � � � , xxx — Section z xxx — Section 3 xxx — Section o A4.2 � /4~ a� � �Q� A4.2 � �4�= � �- �� A4.2 � 4~= � � - � �� � � �_ / ' �f !�I)��t os�xlsoiv �.� Architects, PC Po s� ��o Avaa. Colaado 81620 Td (970) 949-0916 Pu (970) 949-1017 8m�i1 tmtiv�il.net � J .�I�l�� � Q � �. � li � � Z � � 9� O � ii. N V H � � -� � u � n O S � Q WOZ > zz O �' � N d Q � W 2 Z 6 � — � G � O \ I i � II � � � w II � � � �I � ' J � � � ;� ! � ; �� • � � I, � � I� � � �ii � �i ,l , r.s,sv� Po�e: � � rb. n.oe x� A 11 9 7 TOV - ORB Re�iw � III - - L m � I� I � � � Q1 � I�I I � � � � I _ � � N - _ � j _ Q� ' � _ > _ _ _ O Z � _ _ D y _ _ _ Y I _ _ 2 I ' _ o r-� rn ; �� ' � .I �T PROJF.CE NO: 97154 � a � PHASE: DD 0 ; , DRAWN BY: BI�iCm � � M � 0 / d D Q 4 WALL m D SECTIONS 0 � � � , xxx — Section , xxx — Section A4 . 3 � � A4. ,t 1 /4w = 1 � _ �w A4 �. , �e.A _ � � _ ��. , sa�r t� - - � - - , . __ _ _ . R = 285. 89 ' o = 10°02 ' 00 " R = i2 . 00 ' GORE CREEK DRIVE ( 40 ' ) L ° 50. 07 ' � = 90 ° 00 � �A�� T = 25. 10 � � CH = S85 ° 08 ' OO � � E L = 18 . 85 � � - � ca �C .� T = 12 00� � - - - - - / 50 . 01 ' / ��,- E� , E OF PAVERS CH = N 44 ° 51 �OO � � E }{ ' 'cATCH BaSiN 16 . 97 � � � e ' � N 89 ° 51 ' E 5Q77 ' o - STOFM SEWER � � I.O � 46. 5 � ' ��+ � � � e' -�� N B.Z N T 14. 5 ' �.8 � rn 28. 4 - � B � . po- -� \ j -� � 5 _ I 1. 6. . � .. PLAN "fE(i5 0 �� � . . _ ._ .-. _. . :� �:� �k : "r":' : �... f: O �'h- 9. 6 ' � Ni i � OVERHANG �� � . . . . , , L� , and '.haL part uf LuC c lyiuy Nozlherly of f.hu followiny d!�scribed l �. nc : - PLANTER L � �T � l,..-,yinninq at a ooint on Che Eastecly ] ine c, f said Lol c whence tn� Nur [heast. corn�r a said i,ot c b�:ars N00 ° 09 ' 00 "W 7 . 6G fee � ; � Lrnc�- Sfi9 ` 35 ' 22 "W a d � stance of 17 . 51 � dj � ",� I h . .- e ; thence SOU ` U3 ' 02 "W a distance of 2 . 14 feeti Lnence NG9 " 55 ' 5B " W a d � scance . , L(� u� � m -'� . 4 ? f?et ; ;:.hrnce SOC1 ` 03 ' 02 " W ,3 dist. ance ot 12 . 41 feet ; thence 573 ° 14 ' 16 "w . . n1 4-6 � . '. ,, nce of 3u . 91 feet co a poini on the Westerly iine of said Lot c , sa � d pc � ; �, • V I ST RY UI DING I � � - �. . 7 32 . 5 � feet Southerly frum Che Northw� . * . -orri . r � f s;; ici Lut � � , nit�a : iir ;i �ti ? �: I 3 0 B L __ I qpPARFNT PEDESTRIAN EASEMENT y '''"'sterl •✓ Ln� rhereof ; all be : � ; . i , � : , : , � : . , I N89° 5i 'E -}- �di. ng [o the recorded p1aC ther��r�� � . tD - . � - - -- - - --- - - . o - - - - - - - - - - - - - - � - � -- - - - I wl0 �-� � 0 '✓ERHANG _ 1\ � 1� TO ADJACENT 6UILDING CERTTFIED TO : 2�6 Bridge S� reet , , . � . . . , . , _. : i �. �_ � . . , i� . �, . , . . _ _. . . , . . . � I - 4. 6 /� ' ' Guaranty Company . W W � � � � � � � T RACT C7 ' hereby certify that this survey rti.jc�� • under my supervision Oct' ober 17th , 198£3 , � J 0 � (n I � Y � � E �i ;� ° N � LnT S a AND b AND A PART � F LOT C � �rrectly shows the relatiur. of the building and othcr structures �o Che property Q �j I 0 . 1685 AC . � I VAI L V ILL AGE i _ nes of the land indicated hereon ; that this survey was made on the qrcund as per m � q � � T 3 FIFTH F � L � NCi � he record description , thnt it shows the true location of improv�ments ; that the � � Z � _3' 4.3 ' ` J � `� - _ �.v,� 11s of said buildings are plumb ; that thcre are no encroachm�nLS ot adjoining �jJ � � 4P ' 4- � : : uildir�gs or structures onto the Parcel , nor over ? a �, �.-� f buildings ox s � r ��ctur � s from O ' Z � � n, O ..m ",� � o •_ he Parcel , except as shown ; that there are no parkim.7 spaces on cn�: �' . A� sY+�ax Che 9 N m / O �arcel contains 7340 square feet , f� '•, � � � � �-'�.. .,.,f ' d 4 .� � BRICK PARTY W4LL IN7EGRAL Tp ApiH STAIR , PQVERS ' � O � fJ a � q�,0:,.' Q F'� a O O y I 4. 2 � o BUILDINGS fSH4UED1 ! i _ - 4�_ _`' _ /� _ __ _ - /�' > � YI W � N 89 51 E - STONE WALL �G!f� �"Y' _ �• �� _ _ _ _ • '} _ _ ' > (�' Leland .T . Lechner i,>_ Z � � � a sa ' ovERHaNC - - , � "33C1'6- -: �' � � �\ .� , �� � T :� F L .n. T r I 13 • � ColoYddo P . L . S . 23506 ?, , . Q.. = W � � � M - � 3 � - m I .�' r ���/I'' �� L pp�S� � ` � � �m9 . '6 - - - - - - - -Yr- - - - - - - � _ m I - O ., �� � 41 . I i - � � 7. �j � � I POiN7 OF BEGINNING o � 'I N 89 ° 56 ' S8 " w 59. 47 ' N z.o'Y- I Z ' ` . '�, 'o I � - ROOF DVERnANG OF 4DJaCENT HUiLDiNG e � � � I NOTE AREA C4LCULATIONS PER DRAWING S 00 03 02 ' W �� �n OVERHANG I PART OF LOT C Z . I4 � � LOT AREA + 7338 50 . FT. N 5 .2 � � � �^ 5� -_ I � S OO ° O3 OZ � � W BUiLDING AREA AT GRADE � 5700 S0 . FT. I .4 �' �0 �4 -� � J IZ . 4I � IOUTLINE Of ADJACENT BUILDING - � BUILDING AREA WITH OVERHANGS � 5800 S0. FT. ' Pa� ER � � L �? r50 � �j(7 •9\C ` �� OUTLINE OF ADJACENT C3 � IiLDIN� ' R = 191 . 06 ' \ � = U2 °26 00 " �, 16 " W CALC L = 8. 11 � . . . - - " / � -� '�j ° � � 7 = 4A6 ' S %'� �, NOTES CH = N 01 ° 2z ' oo " w �, - � � g � � � � \ � � I . DATE OF SURVEY O�TOBER 17 , 1988 �� 2 BEARINGS BASED ON SOUTH LINE OF NW I /4 NW I / 4 S 06 ° 46 ' 38 ' � E BEING S 89 °44 ' 00 � � W . SEE DIAGRQM . -�-� 287. 39 � _- \ IMPROVEMENT SURVEY 1 LOTS a AND b AND PART OF LOT c C?� is parcel oE land l �es within The West Ptill Creek lOG year flood pl� in . See BLOCK 5 - A , VAIL VILLAGE , FIRST FILING � Nydro-Triad , Ltd . fluud plain study for this parcel dz� ted January , 19A5 , for a � chorough discussion of the flood plain impacc un chis 5 � � � . TOWN OF VAIL , EAGLE COUNTY , COLORADO � $ 89 °44 �00 �� W NW I / 16 CORNER SECTION 9 , T 5 S , R 60 W , OF TH E 6 TH P. M. SOUTH LINE NW I /4 NW I /4 SECTION 8 ( BASIS OF BEARING ) BRASS CAP MONUMENT o s �o zc 3o VICINITY MAP SC A L E I " = 10 � "'" `°' °"Y _ --_ , -1 I • �^ ��:. m.., �E �- ., :. :. ... :,,>,_� - �.� � . TOWN CF WI NDfAY � NOTICE : According to Colorado law you must commence any legal action e s�c� `'� "'° based upon any defect in this survey within three years after you „� _� a��__� first discover such defect . In no event � may any action based upon any • . e - ��-- " _� • defect in this survey be commenced more than ten years from the date of _� �� """�°" '° the certification shown hereon . '� ��� � p . � s ,, �-��, � f �` �1" 1 �° �" _ "� . ��..�'""' - , \ /� � � � � y / SUBJEC7 SITF 14!�{��� _ _ �. . `--%!/ Y• m _ '�'! ' f � � " � ' vauu�a a,.uc �e��f` �r .u.a nn.e �I ral�+.aeos 9 Nc Scn� E i _..._ . . � �W, a.. �_� . 1. 1. EAGLE vALLEY ENGINEERING AND SURVEYING , INC . 1000 SOUTH FRONTAGE ROAD WEST , VAIL , COLORADO 8I657 -- ' 286 Monroe & Newell '°° _- -�b ��� '� �' � `�� �oPEL- Enhinccrs . Inc sHeer No - - -_— oF��� � GALCULATEDHY__ _ _ �...r�• DATE `�✓ 1 { - �� fHECKEDRY___ OATE SCAL[ i GI�U T c.ole-tiI E �'L � U �� L l.{ h'I 1� `.�o L I D �-'-�' � l-OI� �"o �0-�-7-� �9J � � t '� V� f 2 � � � . � I IZ , � , p � - _ i lo ° ��- i 5-r � rl � I--I I o ,c �7i � i ��, I ��l{� �TL . f3t-i 9� � � ' � 'Pc��ET � � � r1� � ��, � � , I i \ J �y I p � - � W � � � } �' � �' � t.l� O X '�' � � `� i � �'� E2. � f � i' '�R EGdST � �� � ' '-b . T, L�G� � T � Tot�n �f I , �� V�i! � PR� r�•x �� � �: � .�� `�� 1�.. �� � , - � -�.� '�,�T I ,d- l- S Ec�o � b � Lvc� i� � (� �"I I � G P L,�I � �l o �-r+-+- - W ��r � Ui � di ;� v c�� �l � rz., %�' i � '-np mnmet aw i rvuwesmes;aas i rv.wmi �ai� .�im�n wss oim m aEe� v�ari �m� �x�i � eni tas�aw� Monroe & Newcll '°° GO1-r� S �-�- �'�'� opEL Bn6inccrs. Inc pi11CFTNO. L� oF cn�euinreo er t ✓ • onre � — — I CHFCK[DPY _ DFTE SCAIE � � I � � �Ti � G S"fL , � � �o � u r-I �I G LIP � or� - � I � xl �f I � G pT L--� fZI h� Ic. G i�ou T I � �-� R--- � ETW � � 1�T- L�GS � F3E Lo w -�=s . �o�. . ��� � I � �_ 5 o I (+��i-� ) G� RvU T c�-'� l,{ l�l 8 w 4o Sn , L-I .+� L.L ' C� L-LS }'4'��IZ So �l � ( t�-� It�INUN 3 c� u.._ s �....� I PE t� o � - �di-I-RI rl I� � , SIDE oF G QoUT ��.w �I � � E� � � �l 1 3/� i� i ii � � -o �'o�w'!l �f y`^ ;1 _y'y� ��+w ±`° �j� Y� e �d e ( � t� � � � � � ��]�' � � �. �ZLi .rl�-�� � ' � � �-l 'I �. � upxuC�A� ��Lpkshml T6 i Ivawl��e�rc c�wr. um oyr� �ouai Nqip �aW NI : IW rnUB'1 Monroe & Newcll JO9 GdL''� �� 0�R-�t�opE �., _ Engineers, Inc. �� 'EEi No. — oF cn�cuiaTeo ev 5 . __ oare �O CHECKED BY DATE � SCALE '��C I � I 1� G I7 T PR�G6�T � LOO �L � � � 11 2" ^F L 8 .r � x. %b �c_ 4 ' I o� w / �Z C� x Co �, ��..G s_..TEEI_.- ��C 'P . l� , �fl+ C��6t-1 }{-E�DEf2 ��5 c,i� STL , �I n rl - �}I- RI �I I� �-I G ►2ou r G � �1 � � Ur-I �1 -G�o�r �=� L t fJL `� S �c -� I ,o rJ 2 �4��� 1"o�,1rn o{ `Jai! Yx', •�w, �w $ ,�ah �+.a �I � y+ � �w"q q �� � ,, e., �� � ��+ ��� ;`^� yy �t ` � � '1 - I ` �`� � mm�xr,�m� ns�cx.sn�n��.ms � ivnmem(^e;m/,,.n�. mm�n, wss nun ��oma vunxi inn �eu � wn��n e,uo GOLDEN BEAR REMODEL MR�N #2430 JUNE 14, 1994 GENERALNOTES 1 . � L AD ED IN DE I N : A. ROOF 80 PSF B. TYPICAL FLOOR RESIDENTIAL 40 PSF C. TYPICAL FLOOR OFFICE 50 PSF D. TYPICAL FLOOR COMMERCIAL 70 PSF E. EARTHQUAKE ZONEI 2. NON-STRUCTURAL ELEMENTS: A. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET MINIMUM CODE REQUIREMENTS FOR THE TYPE OF CONSTRUC- TION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. 3. STRUCTURAL STEEL: A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36 EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. ANCHOR BOLTS SHALL BE A307 STEEL AND MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." C. MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS OTHERWISE NOTED. D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN AWS D1 .1 . 4. NON-SHRINK GROUT: A. NON-SHRINK GROUT SHALL BE PROVIDED AS FOLLOWS: 1 . BETWEEN STEEL BEAM BEARING ON SOLIDLY GROUTED CONC. MASONRY. 2. UNDER EXISTING STEEL COLUMNS IN SPACE BETWEEN DT LEGS. (RE: SECTION 1 ) 5. GENERAL: A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. IF AREA OF NEW WALL OPENING IS VISIBLE AND EXISTING CONDITIONS DO NOT MATCH STRUCTURAL PLANS, CONTRACTOR SHALL CONTACT ARCHITECT AND ENGINEER BEFORE CONTINUING WORK C. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING OF ALL EXISTING STRUCTURE DURING INSTALLATION OFOPENINGS AND HEADERS. TOi°i� C ; 4°,. t� v'; E�' ,.�a.. .,. : , . � i� � � �� �, ; , �,. ,; �. ' w � l - ,=R J � D. CONTRACTOR SHALL SOLIDLY GROUT CORNER CMU COLUMN AND CMU AT EAST END BEARING OF NEW HEADER. GROUT SHALL HAVE 3000 PSI STRENGTH WITHIN 28 DAYS AND SHALL BE SOLID TOP TO BOTTOM OF WALL. �G:xirl � ''` �1�^.< '� � L'� ' AR.; re ,^.� p,� .,.' � i � �if �� " � a� ! '1 s�:< '`_I''�r �� � l"` cc ; �� 1 — + � 2 i � V � ° ; Z o � i , � �, I w ? o t,,� M v � � U "' O � " � N � � � � GORE CREEK DR VE � z ° Q J QZ �24"X42" CATCH � � r- 24"X42" CATCH a � ~ BASIN BASIN _ � � _ _ . . _ . _ _ . _ . _. - - _ . _ . . _ : _- ' . . _ :: _ . _ . � � . _ . ._. _ _ _ , . _ . _ � , . _ :_ _ . _ _ . 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ITION PLA� N , �.o � . - � Town ui Vall Cummunity DevoloAment sve�, � :F Fb� B?ild j b"e?Ith Flr� �;o �aTE coMMENr , ��� �.aa�c:�c� n �'� n ❑ - � ;., . ... _ � •- = � � �� 5'�:i ;i�`^? cf r^en�;r l b�e. .' i IiJ ? 7 �..J.J. � 3 — . - i __ . . _ . - - ' ` 3 :f U n I _ , nr�1t§ � � � . 7�.lSt �� � � I / ' L^1 C�A�'f, //` 1 I� / � �f .. �,• � I . -. iL - .I_J ( 4 1 . .: 1 U.� 1�+1 �� 1. / �1 " � " `�V �1 1 ! i �I � l�. l ! � ' �'ll� l. � � . �I�� � ' ��� Gi � , ��� 7 ' � �I I � � � ��� 1 ��� � '1 � ' , , ' '" �`��"`� "' DEMOLITION ��� d '�. fv I v.:5 ..1 J I �':.� .5. �' ��� ;3ii0^ 2�1G� �ii:s 1" 1:3�A i!�i3� not G���;•�? th-, b�;udi .^.� offiudl from thar�a;ter ra�:,.f:i t!� ;#e � j , / �� X / � i/ u _ / . ��en ot srra� in sartl plans. s��fic�tiorr ais/d o� / `� q. � - ° PLAN � ' I DATE: � � I ' � l Q � � � a ,� � - � � � �� � y ; �, ____— Q � � , Fn��JEC7 No CaTE •� / � ' 94904.00 6-13-94 � � Town ot Vail DRf+wN BY CHECkED E " � � : � ` O� � f �� COPY ENB � ENB c SNEE '. 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' ' _ EXISTING fJASONRY WALL FlN�SH OFFlCE�1 �� - � � � PLANTER , ;', � � � � . � �n � NEW BEAM RE: STRUCTURAL T. O. S. _ + 100� - 0 TO. WD FLR. _ + 1d1 � -O" - - �- ' , - - -FOR DETAILS _ `�`. ' - ii i r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - � DN (2) i 24"X42" CATCH . - � _. / $2 ' - - - - - - - - - - - - '� �q ' ' BASIN _ . . _ I � I � - - - - - - - � .��7� � �n �1i11l.'!i , I � ��,� � �� — � I � - . . . � , ; I , > � � Nnr � � � I � � , � f � + I� � � i L 7 _ 0° aESrnNO - - - ., � � � �fi FlNISMED OPENING OIM. ; OFF1�2 � � � 64. 3' ; i F-- II STEP IN SLAe � T.O. S. = t1OO' - O" W , � I � I . _ � _ W , RerN��n � - ; ; I 102 I � O r n T. 0. 5. _ + 99' - 9 5/8" i T. O. 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S. _ + 100' - 0" T. 0. 1kD FLR . _ + 1 - � , _ �� � . � � � � NEW MASONRY DESK Ol � D�� � . , / � � ' -- i . s� i . 24'X42° CATCH : � - - - - '- - - - - - - - - - - - - - - - - DN �2) BASIN — � � - - - - _ _ ' � _ _ _ I - - - - - - - - - - - - S2 I I I i - I i ' i � , i I , I I ; � , � �-- + 64.3 � I � R[�j O �.i� , ; I � � � � � � � � � ' STEP IN SLAB -� � ' 8� - � -' � ., . :� �� � � 8, ` . i �._ e„ I � � ( 7-9' R.O.��MED OPENING DiM. _* FINiSHEO OPENING DIM. (7'- 9' R.O. ) M W � B'-6� R.O.) / g'._g• R p � W /'li' I RET_� � LL_ [��7 � � . T. O. S. _ + 99�-9 5/8° T. O. S. _ + 100' - (?., . . . _ _ � . T. O. S. _ + ? OQ' - 0" � � +64. 7': W Q � : : : : . � O J _ - . , 0 r.. _ = : : : V � W . � W C� : _ 0 � , � , � C� � : � � � '� � �, � . , +64.8`. UP - , : _ _. : . : _ _ ._ . ._ . . . . � �::i_�Ei, FCr � . ., ' "�_ UATF CQMMfNT � � - , PHASE I PLAN - INTERIOR REMODEL A22 1 /4" = 1 ' - 0" !f • REFERENCE ELEVATION : 100' - 0" EQUALS DATUM ELEVATION . 8 , 164. 7' CONSTR . 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(970) 449-0916 Fu (970) 949-1017 E.mail rmt�vail.net � _ , - , r: ; L � -,��; ' � ; ., �; �� �� ��" STAMP , , j . IG J ' G � ' 1 1.: i Q '--J , ! _ .� ` r� ��' � - �` 1 �-- - - � - - - - -- - - - - - - - - - � I 1 � - �� � �� , � ��� � � �� a�. - �° � . � � � r�� , : -� ` � � ' ao `f�^ 8164 . 84 8164 . 41 X8104 . 66 O � ,. � - ENTRY x ROPERTY LINE � . _ . I . � ':�"J I _% � � CO �� �'= RE i� E X PAN � � 8164 . 2 ��+ � � EG �� E G = �. R � � K� -- .,� � � � C� �� � _.. _� , X8164 . 1r� X`' 164 . ? 5 8164 . 06 � � 8159 . 90 g 1 �= 4 . 81 �..� EDGE CRK /BOT . W.A � L EN i R �' , � 8164 . 00 � g'� EXISTING PROVIDE 3" DIA. PVC CONNECTING � �- �; r� ATE E � : �=� 1r� ,� ���� � • �,'' f 1 . 0 PVC INV. OUT -, DOWNSPOUTS TO STORM DRAIN � / � � � 8161 . 00 W -A � L HEAT TAPE TYPICAL PROVIDE NEW 3 . 5X2. 1 STORM � � 1 X / SEWER CATCH BASIN w � EDGE CRK /BOT . WALL � INV. ELEV. 8161 . 96 8159 . 56 ; � , _ -- u . 3 PVC � � � • �- B !JI �,_ C� I �� �; ;�� �_� ; � � - INV . 8162 �� '=� isstr� POx: � � ��� � �, 8159 . 00 EXISTING � ` � � , \ �; xo. Due Rema�s Y CONCRETE CULVERT ` , � , / / 8164. 81 3 . 5X2 . 1 ST � R �1� _� E 'v'rEn B � � g9gg7 TOVRev'�bw R� „ � I � , %� X 1 � EXIST. INLET BOX TO REMAIN 0 4 . 0 D Ati1ETER � � � � � ENTRY i � �� �,� � N �l . IN ` i� � , � , ;' � � � � � PROVIDE 12 DIA ��� UTLET p zj��e PERNirs� � `� � . \ , \ � �, INV . EL : 8162 . �' � EN iR �� „ � ; � E 3 zo/se e�o s�t � „ � � � , � , � , 816 .� :� -� PROVIDE 3 DIA. PVC CONNECTING � ! F 3 �o e r�HSm ew s� � CONNECT 12 DIA. PVC �� , � � f � g � 6 � g6 BOT . OF INLET "� STORM DRAIN INTO ' � � � � � � o DOWNSPOUTS TO STORM DRAIN �, X 8162 . 84 c 4 �a 'ss"E •c� ° CONCRETE CULVERT I ` ia� ° - � _ ' � , \ � HEAT TAPE ( TYPICAL) �; ;� H1L �� � : � 163 . �=; ; - - - � � INV. EL: 8160. 00 - - - - � � i p `, k '�° ,�;� c;: != \ � � \� .. � . 1 � 1 h ,� . LC' � � � ' b4' . � � F e - - - � 8164 . � � 8164 . 73 O O � GRATE E � : 8 � 5 �� . 50 i h • 0 biA . GRATE EL : � ) � J J �' � 4 . 5 � `'� ���. \- PROVIDE 12 " DIA. PVC DRAIN PIPE - - - � � ; PVC INV . OUT 8165 . 30 � - -� �- - - - - -� � - - - - -� .,°�� �, :- ' 8162 Q� - _ . _ _ _ 35 - � 1 � . _ - 8164 . 47 81r� 4 . 2 .3 � 164 1 ? X � � E PHALT TO � - �- ! -- - - - - c� 1 r 4 . 8 � X �( �, TI E N W AS - - - - - -- - - - - X ro 3XIX1 ! 5 STORM GRATE � - - - - - - - - - - 1 . 5% SLOPE � " - � EXIST. ELEV. 8163. 80 PROJECI' NO: 97154 � 0 . 6 WIDE METAL CURB GRATE EL : 8164. 1 - HIGH POINT OF NEW PHASE: DD NO INV . IN OR OUT 8165 . 42 PROVIDE 12" DIA. PVC DRAIN PIPE Ex � �' �� N `' DRAINAGE PAN D�� BY' % � . s wi �>t 8164 . 15 8163 . 76 � TOP SEWER CLEAN j�UUT coNCRETE Fn. N _ cr�crc�nav: o E 5X2I. N STORM SEWER INLET BOX 0 . 3 DIA . VERTICAL PV� � NO PiPE LEADiNG iN 2 . � ABOVE CONC . PAN X REMOVE EXIST. STORM SEW. INLET � i � 4 � 4 x GRATE EL: 8163 . 97 GRADING/ o BOT . OF INLET EL : 8162 . 05 8164 . 90 X X NEW DRAINAGE PA 81 F� 3 . � 8 ¢ 8164 . 56 8164 . 37 TO MATCH EXISTING C�� INV. EL: 8161 . 56 ( OUT) PLAN m INV. EL: 8161 . 66 ( IN ) � � s�r ru� .� �� � Al 3 � , GRADING CIVIL PLAN ^ A1 .3 3/� s" _ � ' - �' • L a �. � a � AB B REV S . S ��/IB OLS INDEX DIRECTOR� , ;, nFF ABOVE FiNiSHED F�ooR , PLAN CLIENT T}iE GOLDEN BEAR R�B���� � aCOUS nCOUSnc �.� DRAWING T1TLE & SCALE A0. 1 COVER SHEET VAI �, CO + a aLT �LTERNF ?[. A21 1 /4" = 1 ' - O" �� uuM ALUMINUN A0. 2 PROJECT INFORMATION PO Baat 7630 AB ANCHOR BOLT ARCHITECT RMT ARCHITECTS Avon, Colorado 81620 nrzCH ARCNITECi(URAL) � A1J DEMOLITION PLAN PAUL MILLER Tel (970) 949-0916 BN BE,v� EXlER10R ELEVATION PO BOX 7630 Fax (970) 949-1017 BRC BEARING �0 A1 . 2 SITE PLAN BkG BACKGRC/;ND AVON , COLORADO 81620 E.NSiI 1mt0V8iLnel BLK BLOCK (97O) 94J- OJ1F) _ 9D eoARa 2 A2. 1 MAIN FLOOR PLAN �,P�� �EG�S � , 8oT BorroM INTERIOR ELEVATION A2. 2 ROOF PLAN . " ` " B�DG euun�NC- STRUCTURAI MONROE AND NEYJELL '' � T%�.�i�' BUR BUIL7 UP ROOFlNG 9�3 c�c c�u N C A3. 1 EXIERIOR ELEVATIONS ENGINEER H�N N E Sn S P A E HGINEERS ,� FHI,'L G . SL;� PO BOX 1597 MILLCR ! CL CENTER LINE 1 t C/C CErrrER To CEN7ER WALL SECTION A4. 1 WALL SECTIONS '. i � � Co� COLUMN q,4,0 AVON , COLORADO 81620 �/.: B �` �Z �!` � CONT co�NUOUS, ca�nNUE A4. 2 DETAILS ( 970) 949 - 7768 � �(�� �.�•( �, CJ CANTROL JWNT S•I, �"J ��\`�- coRR CortRUGATm � S2. 1 FOUNDATION PLAN AND GENERAL NOTES MECHANICAL BEAUD�N GANZE CNP CORRUGn7ID METAL PIPE BUILDING SECT10N - - x ctt055 A4.0 52. 2 UPPER LEVEL & LOW ROOF FRAMING PLAN ENGINEER ENGINEERS Cu cueic DAN KOELLIKER D �EEP/DEPTII/DIAMETER 53. 1 STRUCTURAL DETAiLS DErvIS BEAUDiN ori DErni� 1 PO BOX 39 DinG Diacor, �: DETAIL p97 VAIL, COLORADO 81658 , DIAM DIAAIETE� owc �RANANG ( 9 ?0 ) 949 - 6108 EA EACH ELEC ELEC�Ric( �) � ELEV E�EVnTi��; DETAIL ENLARGEMENT EMBED EMBEDr�E ^; T (Ptan or Section OR 6.2 �M EMERGE� :, v AREA ENLARGEM�NT LX EXISTING EXIST Ex�snr,c EXP E %PAN90N � � FT FEET FG FlBERGLASS -- � FF FlNiSH F�OOR COLUMN CENTER LINE, FH FlRE r+���< ANT GRID & REFERENCE (�� FLC FLAYGE F7G Foorwc � c%? GnUGE ROOM NAME UV1NG Gn� Gu10+� ROOM NUMBER 101 CALV GALVAhi ." D GI GALVANIZ �; D IRON G GAS � crt CRAOF, GRApING iNTERIOR PARTITION TYPE Fy J GROUNC GWB GYPSU"� � ALi BOARD ' HCT HEIGHT HORZ HORlZ��n ,� EXTERtOR WALL SYSTE�A �� � INSUL INSW_Ai � � '1 /INSULA�iNG Ji ,10lNT � Ma MaNNO� � WINDOW NUMBER O M=R MANUF �� � URE(R) MAX MAXIMU4 � MECH AlEC1- 4n' u n+ �� METnI REVISION NUMBER Q MiN MINIMUra N N(Nt?h� NO NUM6EP ,� ELEV' � OC ON CErv ' �(S) ELEVATION ( Sections) ��—�. �.. OPP OPPOSITE O Op pUTSIDE DIAMETFR � 0- p� p�p� ELEVATION (Floor Systems) F�— P POLE OR PA�NT PL PROPERTY uNE 8�'�� REiNF REJNFORCF(D), (ING) ELEVATION (CCiling Systems) � C2 RM ROOk SCH SGHEDv '� SHT SHEET SIM StM4AR DRANANG NUMBER � � SPEC SPECiFlC .> 'lON( S) SHEET NUMBER A3.0 SQ SWARE STL STEEL SiRUCT S1T2UCil!RAL � T'-I SuSP SuSPEU;. : � DRANANG NUMBER � � rHK niia<rn� s) b nIRU THROUG! DETAIL NUMBER DB.1 O � TO TOP 0� � �y � rRaNSV rRnraS :-_ >E CORRIDOR �� TS NBE S ` � � L w ` T'If' TYPICAL � W uc UNDEHCN .uND DOOR NUMBERS FOR SCHEDULING � aI � UNO UNLE55 NOTED OillERwiSE ARE A COMBINATION OF THE ! vfRT vERncni_ DOOR TAG AND THE ROOM �! r' � - vEST vESTtBU.. NUMBER INTO WFiICH THE DOOR �/ � aS � wc waTFr? �sEr/wnTER co�ur�N SWINGS (IE: 121A NOT 110A) LOBBY O .v / vn r4, �j . % ,, ' ,M1^ , . . , . 121 � y � i �,i�-�i,-ii,�.i!-� l�i. EARTH � � � ' ' . ,. � • � CONCRETE � W a GRAVEL � WOOD STUD WALL ISSLJ� POR: - No. Date R�marks STONE a � � /�9/s7 Tov - oHe ReNe. - B 1 /9/98 TOV Review WOOD ( ROUGH ) C � /30/98 aroqress D 2 23 PERMIT SET _ . WOOD ( FINISHED ) , - - - PLYWOOD � , ' PLASTER /GWB /STUCCO _ _ _ BATT INSULATION - - - - RIGIC INSULATIC� N - - - � � � - - - C . M . U . PROJECENO: 97154 � , PHASE: DD ' DRAWN BY: - =�. � . � ` PROJECT �` INFO . SHffi.''f NAI� - , , PROJECT INFORMATION AO 2 A0.1 � �_ � � — �� • SE�6t I�iJA1Bffit ROBIItTSON M[LI.ER TERRF► ► - AI'Ct1lt.ECtS, � , FO Boz 7630 Av�, Colasdo 81620 Tel (970) 449-0916 Faz (970) 949-1017 E.mail rmtQvail.�t 0 RE!;,: ' F,1UL C . S�;v _� R�fL� �=- � i l�y_��%� f�,t �1. � , , , , ����� �. ` � Ni � ST I 1 r - ��,,.,__T � ri ❑ - ! 'l,i; ,._; �� L , C: ,.� •.�i., � L. `A . ..I7,.:L q �.q �� '-.�' ,LI .LI,� � �:� I C p" r * t, ;� ,s� �, :� C( 'CT t"�, Lri " Y7 C �� y i - � I �: T ' 'C ❑ �i'� ❑ � { �' C I� �� �7 � .�,� :�-. � R. � -_ ` � Cl �� .a_, ; r' ��:. �, .Gl_. :7 �I7; .� JI .rJ. u. �, ,=-. �, r i '' � C� L' fi �- �� � � �, � �. �l C7. A � � � ..0 ❑ � �7 T� Lf �. �� p �T L' �( �, ' � � _ = i '� ❑ :T� � � � � � r" G' CI ?7 �I7 J] C1 �CI � � '� �� �� �I �� �_r I � jr� n� � _. II:� �3�� � � � � P. � � , �: � � G � C� �[, y �i [� . � O � I� .b� I7 � '] JX G : '� i � � � L� ❑ �ti �.� j7 [i `-u � .� - , ' � L fl n I 4� u T� Q C7 ,C d ` � �. - � 1 � ❑ i �— - -L � � _ ,� �l 'd .t; �_ t i ' � . . r . . ' ' _. _ _ _ _ _ _. . . . . ' '� . . . '� . � . . . { �r' r' , � . . . . . . . . . � � i �p ` C C :. � ., � � � � ...1, �_. . � y G � -1 �A. �� L ;. �'T � �_i� +i � _� l] _i .-� �-", ` � ,-'-`� x7� �� � r' ❑ 7-.'' G L, ��1 tf ❑ � .7 � .� � 'Y-' .— : � --� � �� � � �I � ❑ � L� '� ��- �. ,C. . �. � C' ^ C ' I LY '� � r; 'L7 ` i U f2 �^ C' � - - � '�CI� ,'j � �� � I7 C ❑ �7 L'e C I - - �,� ,, � � r. I ra r.i „ ';i n r? _ :7 - n - � � �n 7 � � � , 1 � . �, - _ — _ � � � � � i E%TENTS OF PA�£RS . � . TO BE REMOVED � � i . .- ' . _ . . . � . . . � . . i ` ` \ ����\\�\ `\�\\ � : � � . . , , . . . \� \ \\ . . . : . . . . � . ' .. . . . . . \ .�\ I : �. . � . � � . ' \ \\ . � .. . �. �,. . - . . 1 � .. _ ' _ �\ 4� � , .. � WAIL TO BE RENOVED � �� W - � ��� � \�A � � �� ��. � � 1 � PAVERS TO BE REMOVED � �\\ r•l � II AND REPLACED � . . � � �� O \ \\\��,1 ����� LIMITS OF EXISnNG SNOW MELT \\` ,��\' A/ � � �� , � � � TO BE R MO�ED�AND EP ACED � � � � ��� � \ �`� � �I ,,� - � � . O , � ��� �� ; . , �, •�+ v� � � fi--��,� � � �;A �: �"� °q - �y � � � '� � , ��\\ F+♦ � _ _� \ - - � � LINITS OF E7CISTING C;MU WALL i0 BE � I, ��\�\ � ; ' (TO BE REAIOVED) �EE �vi UC URA O�OR _ '� �'.��� ISSU� FOR: __ ___ _ _ - ,�oRwc nn,o REP�ACEMENT - _ ' ������ No. Daoe Remarks - � E�S NG SNOWMELT IS LINITED BEAM SPECiFiCAT10N5 �"� ° .. � �\�\•� �� A U �19 7 TOV — DRB Revie� . TO THE NORTH SIOE OF BUILDING \ � _ �EE E�.TRUCTURA� FOR MFpRAAAT10N � � . ., \�' � �� B 1 9 98 TOV Review � RELATING TO STRUCTURAL COLUMNS ¢ REAIOVE ORiER PAVERS AS NEEDED � � , \� � \ C 1 /30/98 PrO9fE3S nr NEw ENrnr �ocATioN � ., �\ D 2 23 PERNIT SET m \ a �� \\, - _ , ` � � , ; , �/ ��\�: = _ _ - - ° �i i � \� ' - -. � �� - - - n - - - _ � o \ - — � SEE STRUCTURAL FOR LGCATION � %� � � ' - - � . - . C1P NEW Pn5T5 IN WALL . - _ _ � . . . . . i� . �\ . � \ \ _ _ � \ � � . \ _ _ _ -- \ \ �\ � ' � � � � � � � � � ' � �`�\ \ \� ' �� ``���\ . \ � \ \ _ _ _ -- , . � � V `. � ��V � � ;�� ��,. A � �� - �, — - - � — � - - � �� � � � . � � , . � � � � � \ � � \ \� PROJF.CT NO: 97154 � \ �\\ �, `,� � o \ �\ � � '�.�� , PHASE: DD `. \ ` �� �, , � `\\� \�� \ DRAWN $Y: BKDtem � \ � �\ \ \\ � \ \\� \ \ \� : �����:���\\\�'� � '� ,'' , CHECKF.D RY : P(3SM � � v n 0 � REMOVE FAVERS AS NEEGED TO ACCOMODATE NEW CONSTRUCPON LIMITS OF E%ISTiNC � AND MAINTENENCE TO SNOWMELT S +STEM SNOW MELT � (TO BE REMOVEO) � L` SHPEf NAME - , Demolition Plan _� . . � A . ,_ a� .t 1 /4 = 1 — 0 " s�' t�t7t►mEtt � � o p . -� � � O �O _O C' O Oi � .� . . O � � OpQ . 'jl �' -� � Q . �� � Q � . rr p � P p �; - �' �- cb� 0 �o po- dQ � � � ar �� . ' a a� 0 �0 v �P � � ROBERTSON MII.LER o � o Q :: AI'CI111��.5, � o° o _ o o _ _ PO Box 7630 a Avon. Colorado 81620 ( :� �' � o - o 0o Tel (970) 949-0916 ; t o ° ' � o Fax (970) 949- 1017 � � o �, ° : - ' o0 8mst'i rmtOvail.nU , o0 �. 1�'. °0� d 4' Q po, a `� - r . -. li - o d a a � 0 0 4, - �,P� O _ n � ,� p,-,{� ' �G � �� G � � ap � Q � o- , Fi� l,�l � � � p o�9 � r ;,� " . '�� ❑ z� r= �° MILL �R � : � oo° od p :, � � : � � .� � � G . , a oov ° ° Q - B3r3Z ;: l �' � , �� � � - � "ooa ;q o � op ' � �1.q��,�� u �' '�r . o o , o �� ARCN� L�. � ,� ,L �o _ _ p �o ST , ��- a si<° , o ° o _ _.. _ _ . _ O 6. . . O _ _ .. . . p0. Q O� p �, O O . Q Q O � O p � 0 p _ . . �{7 p,.-: °o : o0oogoQVQa ° _ --- o a �,._„�� . . � . _: ; , o � �:. 21 r: � �. �, � c, � ;i � ..� ; � ;� ❑ ,_ '-r ��� �, � r� :�" � � r� t�i �= �. l� �; r' '�1 . . �i-� d� Aat�`. t t . t� � � -FtE ;Fares � ,y,�,�� r *� � C � h �7 Ji � ExI� T�N� P, � S k � M rt K r- ' �; � A,_ II � . � _ ;.- p i,, � 2X �, -" '_r- � �:�� . .� �\C. �C� 'r�, q .,C� ❑ �. j �( ,� - o , ,: �. �; _R I� � � , c '� �' . . ' ' _ _ a � � �. q .q, .� . � " � ' - ' ~ �� � ' � �. . � .r - . � y , �� � .� Cl � � �t .c, �, � -� � � , � � � p � � , - � � h� �� -� � � � , n� �r p, �i�. � r� � , ' . ; _ � �, Y c `� r_ � � ' r � o �; ��. t� L� �rj t. :�'y ' � , � _ ' r, � � ��-: �Z � �=7 � : � _ - - _ - � � q � �y 17 Ty r . �� . � '.c' ❑; n _ - _ � r.' )� �� � - � �: � ��� � tl r7 r � � � __ , .. - _ t � r . � , _ _ , . , ' - � _ � � � � �� �_: , O � -- — - - I �_ � I � ; � SMALL NORTH PLANTER �' LANDSCAPING ADDED --� ��\ � � "' 16. 3 sq �ft piantable �� � 2. 6 sq /ft plontable on site 6 preetweus � � 15. 8 sq /ft piantable off site � � , (2 ) NEw TREES �e TREE GRnTES � z ) LARGE NORTH PLANTER 192. 9 sq /ft Total plantabie area � 2" - 3° GIAMETER ASPEN � 26 . 1 sq /ft plantable 121 . 9 sq /ft plontable otf site � � � 4. 0 sq /ft plantoble on site 71 sq /ft plontable on site ` � O 22. 2 sq /ft plantoble off site , V ��� LARGE NORTH PLANTER LANDSCAPtNG REMOVED ��/ 26 . 1 sq /ft plontable fil � 4. 0 sq /ft plantable on site 1 planter � , � �„� '� 22. 2 sq /ft plantable off site �;� Q `'s I �v� WEST PLANTER �� sq /ft plantoble � � ry � � 28. 4 sq /ft plantable • Q� � 28. 4 sq/ft plontable on site i"'� ,� 0 sq /ft plantable off site � •� � TREE GRATES NET TOTALS ( plantable) W CO - `' 96 sq/ft plantable 0 sq /ft goin on site � 64 sq/ft plontable off site 12 � 0 sq /ft gain off site «� �� 32 sq /ft plontoble on site 121 . 0 sq /ft net goin No Date Remai'ks �_ � A 11 /19/97 TOV - DR8 Review - Q ` B i /9 98 TOV Review � �� C 1 /30 98 Progress _- m D 2 23 98 PERMIT SET _ °' - - - � - _ , . � - � \ � ' � ' - - � - - - o �° o ° o ° p = - _ � � 0 d ' + 99'- 10" - - _ � o0 0 � � � o i � ,�con,NE�. r co+oNSF ,�� r•� z s 3 \ — — — — s U d � — � TO STORM DFAINAGE 575TEM ( 4 ) NEW TREES Ac iPEE �::RA1"t5 �� - - � � - po� . AT ALL DOWNSPUUT LOCATIONS � ='" - 3" DIAMETFP n �_: pEN __ � {' - + 99� - 8" - _ - - - s p o p . � T7PICAL i /Fi �. AI . � .. . / - - - U O a � b , . 6 . . O !, o� 0 � � � _ . �. �_ .� �. � _ '_ � . �. . / ��� SLOPMAX MUMSSLOPEEEDED PROJF.CT NO: 97154 �p O p , _ .,, '. :. _' : ' . . .. Q . � O , O _ O v �p _ ; _ _ � , . � __ .. % °p � o0 pp 00 ° 0 � ° n� i�. nrr !� n J _ -- - -- _ . � � PHASF� DD � �- } DRAWN BY • BKDiem � p �0 A � . . _ � t i � : . � � CHi:CKIiD AY: PC3SM ; A i � � . iJ, i. i TREEIGRATEEE at , : i ��p �R�S� `�� TY� � � YIr-I,L�rjT� � 1'�r1J7,u �� ' � i � � _: I�� - i _ : � ' � � . ' _ : _ :� �j IT ❑ ❑ ❑ ❑ CJ 27, 1 u L7 i , _. I i i � 1 -, d , _ _ � ��.��____---` - -.0 a __�-�". _ _ _ _�; r � ;' i �_�. �`= —` � - _ ' � � � - , . . . . . _ , L � PLAN � - - - - -- - - _ _-- - - - - -- - - -- -- - - _ _ _ _ _ - m ; c 12" CONCRETE 8AN0 _� o SHFEPNAMB n OEFINING STREET EDGE . ' i � - �* I � NEW PAVERS TO MATCH EXISnNG - . I c •/�) Ln.. }^.� / PROVIDE ELECTRICAL OUTLETS AT S I t I A 1 • `�/ c�, THE BASE OF EACH 7REE FOR _/ � � SEASONAL / DECORATIVE UGHiING A1 �2 � /4a = � � — O■ 0 � � s}�er NUA�r� r t 4 � r I I I i � 1\� . � ,y � OBERTSON 11�LLSR TFRRFI.L �.' j � AI'CI]1teCLS, PC PO Box 7630 � Avoo, Colarado 81620 I •9� Tel (970) 949-0916 so! Fu (970) 449-1019 " I �s va�7'nd I . � �y� � . . ��_ . ,g.2 I , . .. . � . : . . � i ' k�r'- � � _ I C•}Q� r ' �j. . � C, __ � ��• °��, �� ���d�G� I I ,. � ARGN�� - JEWEL DISPLAY I I �E STAMP PLATFORM DISPLAV io � ALL INTERIOR CABNITRY / FINISH I I � CARPENTRY IS TO BE DESIGNEO I n AND EXECUTED BY EXiERiOR SOURCES °' � i i i I� 7 '- 5 9 16" �n �� *9 •t � PLATFORM DISPLAY I I �F` O� i � . � � JEWEL DISPLAY I � I � '�6 I i \ � ! �0 . . . . . . 6 . �� �1 � ti 1 ^ ; � ; � 1 *b � � ^�� � � ,�� � . 5� � 0 � / '�� i o � o < � ,� i i - \ / ' � � �' c� � �� �� � / %`� � 6 . / ,\ ' � � ,, � / � ! \ :� � — -- ' - ;� / � � � � - - - - - - _- � � � � " - �, � , �� �. � � � 4�- J 1 �B° 'n � � \ � / ,� , � � ' � j \ - �� / / � � O , ;. / � � . � � / � ���� � � � � � � o � , � ���/ \i 6 — — • — • — — — • — • . � � � � � � ., , � � � '`� � I I I I i � �'�� _ i i �' � ° � � � i i � � � � I II II � � � � — — � � — — �-I � 5�- 10 5/16" AZ.1 I ( n � � I � 'p e , � � � � � � � ' � � � � � � � �_1 u u i i � ;; i i � �° z Enlar ed Entr Plan ! w � �., � /z' = i ' — o - — _ .._ . _ _ . i s ! � 4 • `� 4 • ( LSSU� FOR - — 4' • — • • � ♦ � I N No. Daoe Remarka a; � i . Q �• ' S � o, A it 19 7 TOV - DRB Review � v ` ` � '� B 1 9 98 TOV Review ( C 1 /30/98 Progress � � ♦ / D 2 3 PERNIT SET `;; � '" I � � � � � _ _ .- 1 2 3 � ♦ - - - _. 4. 4. 4. � � � r � - - - � ` M i m � I � � � �� , n a _ - �" � � � ` / ni — � - - - u - - � ' ` / . - -- � � � � i - - - o, ' . n � � \ � ' ' ' � Y \ � . � • � ' � ' � � PROJF.CT NO: 97154 N . � . � . � . � . . n PHASE: DD o, DRAWN BY: BI�iem o, � CI-IECKED BY: PC3SM ; � 0 �, D4'- 7 3I4� 8 ' Z � �2� 10�-0 0' -0" B�- 2 7 �2 6' - 0 1 /4' 7'-9 3/4' �OOl \ ` PLAN � °; a'- 2 � /a° 4'- � o i /2' > > '-a i /2' e'- s i /z' � i '-s i /2" �'- � - ' a5' - e � ; i ; j _ , - SH�P NAMB � - ---- ----- ------ -- ----------- --- -- — -- -- -- _ - - — ------ --- --i�- --- - _, �r , Main Floor Pian „ w � w � � � ,� �2.� � 14 = 1 -0 " st�sr rrtn�� :� � ROBERTSON �� ATC�i1tCCtS, �: , . PO Box 7630 Avoo, Colorado 81620 Tel (970) 949-0916 Faz 17 ��� .�c c' F�IL� R.`,. . _ ; : l�; �, � ��2 f: .L ���1�� ��� .� F,RGN� _ : ' , . � STAMP ; , � � 9 ' � � � � � � ' . . . . . _ _ _ . . . _ _ . . . _ . . . . _ _. . . . . . . . � . . . . . , . . . . . . � • O � GU R TEM � r� � "� O I � � j ' � U < � � � � � • O .�r � � � � � :b w � ti / ISSUSD FOR: � � No. Daoe � Remarks _` � A 11 /19 97 TOV - DRB Review B 1 /9 TOV Review ¢ C 1 /30/98 Progresa m D 2 23 98 PERMIT $ET a' - - rn - `^ � - - - m in - - Q - - - 0 � � - - - � i - - - a � - - m - 3 / � � � � � � N , - - \ _ _ - N � \�I � PROJECT NO: 97154 o, � � DRAWN BY: BI�iem �, � � �— —� E— —� CHECKED AY: P(3SM � ; � J GUTTER SYSTE TTER SYSTEM UTTER SVSTEM TTER SVSTEM r �� ROOF �.. L PLAN � ; s�r N,� �: � � � Q � A � , Roof Plan �, ` A2.2 � �4° = � ' _ �^ • � SI�Sf NUMBFlt � ROBERTSON MII.I.ER E�1C�11�CtS, � PO Box 7630 Avon. Colarado 81620 Tel (970) 449-0916 i Pax (970) 949-1017 E.noeil rmt�vail.net �PpO RE���c :, , t J � U� �.l. S . '. j P,�;lLLER � : „ : : ' � ,_,,� �2 i ;; 1������N��v� ;- \ S � t`,`� � � „ • ��_ • � � � , � � � � � � , r'� i � � � � � o � � o ' � � -- ,��/ V W ; \ � � O .s , � � ' �w ' � n SEOVIDLUAlINA7ED SIGNA(� � W ti. � � ' PROVIDE EIECiRICAI FOR w � OtRECTONAL SIGNAGE LIqiTS N N O ��.p� �p� p��p y _ _ LTl V Ga/ 1'Vll: u � NO. D8bl: REII18fkS 4 i A 11 /19 97 TOV — DR8 Revier � � i, `� � B i /9 TOV Review Q � ' C 1 /30/98 Progreas COORDINATE ALL $WITCHING LOCATIONS � � MATM OWNER PRIOR TO INSTALLATION � �\ D 2�23 PERNIT $ET rn � CARRIAGE LANTERNS (TYP� /' y - - - in _ _ oi - o - - � PROVIDE SOFFI7 LIGHTING i � - - - � AT ALL TRUSS LOCAT10N5 � _ _ o i - TYPICAL � L — — — � S . — — ) D 3 � y O ♦ _ _ / � C o, v Z — — — N O PROJF.CT NO: 97154 D � � PHASB: DD ° �i .�,� DRAWN BY: BKDIem rn i � O O O O O CHECKED RY: P(3SM . s ' .� 'c' � REFLE . E a� k' o � � CEILING ; -. ' R� PLAN o �, � a� � ` °' SHFSf NAI� 4, -' r� �o + � �;' � , Reflected Ceilin Plan �' o � I1L.L 1 /4� p1 �� Ow • [ - L ���p� �� ��ppp �' � Jf1C.�� l�VIAD[]n 7, d T , , ROBERTSON H�IILLF.R TffitRFl.i- AI'Ci11LCCLS, PC . . �J ' l .. . . �. . . . . . . . 4 . . . . , . .. .� . � . . . . ' . . . ' . I � . . .� � - � PO BO7L �630 ' � .----, _ - -_ - �� .�--� � pT�(�0�9-091620 j - � I ' Fu (970) 949-1017 � , ., - � — I���` E.msil imtOvail.net ," _ I- --- - --- — — � � I ; � � , . 4L , ; i � � __ ; �on r, r ,. ;. - . , , . , : , � � -- -� — — — � — �� , n � � � � : . G � 7' , � I ^ � I '� � , i � � i ' �� � r � -: . I I i � � � - i ' t /`.` . � C . r ' � � . . . ` f'm!; : P�.� {� _ _ _ , . . . . . . . . . . . . . nEw DONNSPOU7 � . . :i L �.7.:. �� • f / _ . .. . \ \ - . . . � l`�✓•{••�'�\'`4�� p i� .�� ��C�� . I� � � ,.�� _ _ ._ _"_'__ _ _ JT �. � i � -� _,I --r_I.�. � ,-� � I �I '� I �� I � � � li� �. �.� � . � � � � ► � � '�-�-� �I I � � ❑ � � ' , � � 14 , � � � � � � ,� � - 3 West Brid e Street Elevation �"'� A3.1 � �¢" = � ' — �n � � . � ' I ' � I I I ExiSnNG oovm5PWr5 — � I I I //— NEW DO'��WT POSITION NEW RWGH I . • �, / � �ENINGS IN EXISPNG I , . OPENINGS � � ' � � CENIEF ��N 'MNDOwS ABO�E - ----� , YERIfY W FlELD � � � I I I \_ � CARFIAGE LANTERNS (TYP1 I I O PROVIDE ELEC�iCAI --�� I n5 �+EEDED . � COORDINATE PLL SIMTCMING 1 � �ocnna+s vnn� owr+rn . . — • —ti A4.2 I A4.2 PR�OR TO INSTALLATION \ � � ' �� 1 • �� , ,�� . Y � � \ I �� • ' �1 PRONOE ELECTRICAL OUTlETS � I I _---1_J--_ ..1.! FOR MOLIOAY ucNm+c � BELOW LANTERN$ (T1P) - ��- i �� . .� �� I . I j �.Ti . li �,, �� - � .� � � � �� � � � � . � � � 0o i 0 � <j � I, � O , O � o � � � � � �, � — � � � � � V . I :, �� - = - p� � s � 2 North Gore Creek Drive Elevation • o � � � n3.� � �4" = 1 ' - 0" � °� � 'd W � 1SS[J� POR: No. Daoe Remarks p 11 19 97 TOV - DRB Review '^ g 1 /9 98 TOV Rtview o; � 1 30/98 Progress � D 2 23798 PERNIT SET � L - - R _ _ H_ � � 1 Z _ - 3 - � • i , - - - A4.2 - - � � �� i � �� � � - - - , � t � _ i, ;j �� . o � '� � _ ;� - - ° � �_- . - • - • - • -� . - - - R . 1 _ _ _ ___ o _ _ x � PROJECT NO: 97154 n � � -- NHnsH: DD � � _ DRAWN HY: BKDiem m `� I I C}{ECKGD RY : P(3SM � ��}- � � � � I � � � � � VA � � � � _ . . � � � O \ � � � � 9 Illll ,lli, l II �IIIIIIII � ` I� I li I� I � � , . . i i � . i � �, � O � i '� ` , � ; .-- —- - EXTERIOR , ° [�I = - ELEV . E 9 11 - � - -- - 31�Ef NAME: �, _ _ — ¢ S __ - — � _ --- m , NW Front Elevation v A • ° A3.1 � �4" = 1 � — �� L i � • 0 � ' SHf+BT NUAIBPR � u, ;� �� � ri a ROBBRTSONMIId.FR '�RU� r _ ArCI]iT�tS, PC , PO Boa 7630 Avoa, Colaado 81620 Tcl (970) 949-0916 ' Fax (970) 449-1017 �F. F. LEVEL 2 E.pf911 fIDt�V81�.00t �� 110'-° 6" — '�_ PLATE ELEVATION � � oo �E� = , 110'- 2" . : / �.. . �' � l:'; . J . : ; n:« � ���=� _ _ ����./.���<�� � ��L cN��f � ST � <a--�' �, � � � � � � � I � � / � . , , m � � n PROVIDE ELECTRICAL i � � WIRING FOR DISPIAY ' i � CASES ( LiGHTiNr & POMeER) I ro � T. O. STONE WAINSCOT�, f �T 0. PLATFURM UiSPLAY' 102�- 4" � 102 ._ �.. I `✓ERIF � WiTH CUENT ' ~ � � I r , l F . LEdEL t � I � 100'- 0" , . � � I � I � � ' ' ----- - — - -- 'k � 111 = Ilr- � � -�I--� � �i � � ° � � � - - -r�_=�L � - ' � �1��; ( , IT, ! � - • � ;;_�,�� , _ : ; _ ; ; ; , s Entr e Entr Column I � �,� � ' � II.�'IJ I � f�- i ��� � A4.1 � �2�= � � - �p A4.1 � �2� = � � - �� � ; �, � - _ � , � � 4 Window at entr O A4.1 � �2� = � � - 0� � '�� � 4"-0" 3'- 0" I 4'-0" � 1�' � W / � � �..i \\' I \\ � �w ' V �W/ TOP OF MET L BAND _ °E "°1°`m� f F LEVE�_ L � - ' " "`�� 110' - 6 � �! i 0- - h �� �1 ; �. � � � � • _ -- � , , � �3 � � � � -� `� � � �WINDOW HEAD ,�WINDOW HEAD ( RO) rwtNDUw MEAL� ( FOi ____ % � w � °108'- 0. 0" _ � i08' - 0° _ / ` t08' - �!' � . � I \ � �- , � " LSSiJ� POR: :: � ' � No. D�te Remarke -- - � �� \ A 11 19 7 TOV - DRB RevkM x � �� .� � C t,/30/98 Poogres� � � ' � D 2 23 PERI�T SET � a� 4�_ z. - / C i . . _ J� \ ` � - - - WINDOW SIL RO - - - - �102' - 4 ' (FIELD VERIFY) I T. O. STONE WAINSCOi i — 102, a.. - � - T 0 �.ONC WALL _ _ _ '?'�01- J I..?'� '-- � - - - ------ � . T U. fINISH FLOOF - C i� ! NiSN FLOOR T 0_FINISH FLOOR PROJF,CC NO: �I1S4 . . �210G' - G. 0' r .- ; 1' �.,-.� ;.�:-------. . . �.1-':�(i. �l.—. --- 1_U_�tx� �� - PHASE: DD I . _ � �. - - - r r ,- _ ' — - - _ , . - - - I i1 I L I i i � l i : i � I i , I � DRAWN BY: Bi�iem � - � , l � � I --Il � I�I � , �� i { �� i � `�� , � � � � � � I l i I I ' I I I _ � , � � � � i � _ � � I I �: ' . i � ; �� � � i _� �, � � � � � � �; II_ _II �. -1I �-���- ;�= - i ' � � � i � ' ' � ;"i� ' , � � � � i � � � ` � '�"� i i in �_� ,ii � i_ � � � ,:. �.;�: � �_ � �. __ . � , _ ' _ � , y ' . , � , ,_'� ,- ��� ' � �� �� , _u T� ��;� � .� i. n � i - � � � � , � � � � i i_ ll, �i � ���i,�� ,i�, � � � � � �� i � � ��1--111 _III �� 1 ( 1 I � I I_I �_ , � , � � i .�r�if I � I_III�;—III il ��� � � � � � , � � � � � � � i� ir n � � , i � � � m � � � � , � . � � � - In Ii �_ � i i � � � ��- � � � L� � �_ �, _, � � , � . , � � , � i��_ r i_ _,�� �� � �� �-�� �, :�� � � � � � � � � �;, ��� � , � � ��-�� �= ! �- � ' WALL � � � � � i� �i�f��l ; � � _ _ _ � � � � � ��� , �!;� ')rl� ��! , ��� � � � � ��� � I�� , � I. iil� I I =' � I � ii � Ili � � I ! � � � -I ' F III � I �=11 I I L�'. . r J. � �1 � I - ' tl � '_. . _ . .. .._ ._. _� ' � ���, � �'� '��'! ����' " = -: � � r- ���r;;� SECTIDNS I- , � - ! � � � S}�f NAMB ' , Dis la Case Window z Window at Planter 4 Ful � Len th Window � � w � M n � M • � M �� � � A4.1 � �'1 = � - � A4.1 � /'1 = � _� A4.1 � �2 = � -� SH�f N[1MBflR Bx8 BENT WOOD 1TtUSS 3'-10 3/a' 2'-5 3/a" �BSR'ISONMQ.L.EK7FRRRJ .i . r— Arclutects, PC I PO Boa 7630 Avoo, Colaado 81620 � Te! (970) 949-0916 �` Fax (970) 949-1017 - a' °o E.ma�7 tmt�vail.net N � \ p,p 0 R!' - _ . FAU± � � ` MILLCI � J .�� ; C ;� � �s�9, `�� ,/,/��'�� ° � � ST �s� ARCH�� " _ M ` ��\ \`6 i" � � 5 � \�; , � � , 3 � CH/+MPFER 45 4 T ical Knee Brace � �.2 � 2 = � ' - o° � � , o - � 3 ; �.. � 8._ � � i , ,4.. 9X12 OU7L�OIC$ � �� � 8xi2 BENT NOOD TRUSS �� ti I � � c O\ � o i �`+ v no \ \ � h O N � � ` A _. ` !r. � \ 3 Truss Detail � � A4.2 � �2� = � � — �� � � 8. 2„ 1\� � O � 1� � � .r � U � s'- , o , /2" � � Window Schedule 4� - 6 , ,2� , � � .� • � � � - �-- a� �, .\ , � � UJINDOW TYPE RU WIDTH RO HEIGHT DEPTH HEAD 'r � w � � °� , , „ , „ „ , „ � � ' ' 1 F I X E D 3 11 5 8 1 / 2 6 8 — 0 .� Lssu� poR _ t f fl > ft ft f tl rJ � ' � F I X E D 3 11 5 8 1 � 2 6 8 — 0 < xo. �e ttemacts � ; , , , ,� � „ „ , . , r A 11 /19 7 TOV — DRB Review 5 FI X E D 7 6 7 6 6 8 — 0 �, - -- A ex, o o�nooKS B 1 /9/98 ToY R�,� ' � ' F I X E D 3 ' 11 " 5 8 1 / 2 " 6 " 8 ' — 0 " � � 6z8 BENT NOOD TRUSS c ��o�se Progress : ' S ' FIXED 3 ' 11 " 5 ' 8 1 / 2 " 6 " 8 ' - 0 " '�— 6- �- ` D 223 ��,n1s�r ' r� ' FIXED 5 ' 8 1 / 2 ° 5 ' 8 1 / 2 " 6 " 8 ' - 0 " 2 TI" U SS Deta il - - - ' ? ' FIXED 2 ' 1 1 / 2 " 5 ' 8 1 / 2 " 6 " 8 ' - 0 " A42 � /2"= � ' — o" _ _ - ' 8 ' FIXED 2 ' 1 1 / 2 " 3 ' 1 / 2 " 6 " 6 ' 2 1 / � " - - - ' 9 ' FIXED 2 ' 1 1 / 2 " 7 ' 6 " 6 " 8 ' - 0 " � - 5 � �� - - - ' 10 ' FIXED CUSTOM ' CUSTOM ' 6 " 8 ' - 0 " e�- " i2� - - - � ' 11 ' FIXED 2 ' 1 1 � 2 " 7 ' 6 " 6 " 8 ' - 0 " � - - - ' 12 ' FIXED 2 ' 1 1 / 2 " 3 ' 1 / 2 " 6 " 6 ' 2 1 % � � PROJECI' NO: 97154 ' 13 ' FIXED 2 ' 1 1 / 2 " 5 ' 8 1 / 2 " 6 " 8 ' - 0 " PHASE: DD ' 14 ' FIXED 5 ' 8 1 /2 " 5 ' 8 1 / 2 " 6 " 8 ' - 0 " v DRAWNBY: Bl�iem � CHECKED BY: P(3SM ' 15 ' FIXED 5 ' 8 1 /2 „ 5 , 8 1 / 2 ' . 6 „ R , 0 . , °, °° � � r� r I VERIFY ALL ROUGH OPEN4NGS WITH FINAL WINDOW SELECTION - eX, o °"n°°"S � "' �r 6x8 BENT NOOD TRUSS —J � �� DETAII�S � � � � 6 \ , Truss Detail A4 2 \ A4.2 1 �2"= 1 ' - 0" • s�' tvvr�me �; � ---- -, _ � GENERAI� NOTES ' � - I , LIVE LOADS USE-U IN OESIGH• 2 . EA� °<NEL SNALL 8E �DEtiTtF � E;i w � 7ri TH� �.RnDE - TRPUcMARK OF- 'µE �! � AML}7 ; CnN PL`"�OC ASSOCInTION ANU Sr+nL� NEE? T*iE REOIi !REMENrS OF u . 5 . � �A . RO4F 80 PSf PRL76UCT5 STANGAFtL1 PS � , LA7EST ED I T i(yl FOR PLYMICIOD . ALL PANELS WN ! CN �, � HAVE MIY EQGE OR SUFt�ACE PERIMNENT�Y EXPOSED �0 THE WEaTHER StiALL � 8 . ROQF; SIOPE < J: 12 - ' 04 PSP BE �JF THc E%T�R i0R TYP£ . ' I .- . . 3 fOR FLOOR ING USE 3 /4 ° ? � STURD - I - FLOOfT SµEATH ING NA ILEG AT d " O . C . '� IiC1E3E. �i �Sny� �(1LLk.�� fE.IZR�1.I. � �C . TYPICAL FLOOR 1Q0 PSf ALONG PANEL EDGES AND A? � D ' ALQNG iNTERNED � n'+ E SUPPORTS . - 4 . fOR ROQF USE 5 /8 � ( 4U/20 SF'AH RATING ) £XPCSURE � SHEATHING NAfLED AT 4' . i .'�rCIIItE'CfS, PC p . W1ND O . C . ALCNG ?APIEL EDGES ANO AT 12 � ALONG INTERMEpIATE SUPP(ktTS . I 1 � 1 . BAStC WINO SPEED BQ �'H 5 . EXTERiOR WALLS SHALL HA`!� ONE L�YER OF ? f2 ' EXPOSURE I SHEATHIMG VQ �;� 7fj;j(1 � � 2 . EXP35llRE B NA � LED 4T 6 " O . C . ALON6 PANEL EOGES . � � f• . p1AF!if2AtYd SHEATkING SHAL! 9E Tr1€ TNI (;KNESS SNOWM ON Pl.ANS WITN THE �lUil. �(.OlOfit(jU ��� 1FjJ(! � � Tel !�T7!)lA4Q-09lf., I . . E . EARTHWAKE ZONE _ _ _ _ _ FACE CRAIN PERPENQICUL4k TQ SUPPO(ZTS WITN END JO ! ti" `. :�. ' ., . . - �. .. . . � � ' - i . 1!lSTALL JUITABL'c EDGE $UPPO4tT BY USE OF RL'YCLIPS , - � F - L �vE LOApS ARE REDUCED PER CODE IF APPLiCABLE . GROCV[ PAIVELS OR SQL7D WO00 8LOC1C1lJG BETM£EN SUPPO - � 2 . TFSTINC; � D . LAMINATED VENEER LUlB:R MEAliERS SHALt �VE TNE FOLLOWING ''� � � 7��R� �msOpQ����dP.LD ���°aas CAPAC � ? IESt �6 = 2800 P51 . E = 2 . QOO , Q00 P51 , fC = 750 PS 3 Q��as A . COkTRACTpR $MALL NRNISN QR pROVtDE COOROINAT1pN FOR TEST4NG AS REQUIRED SHALI 9E CqJNECTED �N ACCOR�ANCE W �Tµ NANGFAC7URERS REC(NM�"' � q� ' BY THE PROJECT SPECIFiCA71pN5 . THE TESTING PROCRAId SHALL B£ COORDiNATEa W � TN CQNTRhCTOR SHAtL FiP.VF TNe CiF'? ! ON OF USinr, 3 � !� ' pR, 5 � /n ' � � - � � � ° � �g � ~6 e °�: �� j a�ff�s THE PROJECT OMNER . ARCHiT�CT AND STRUCTURAL ENCINEER . . , . . t0 . NOtJ - STRUCTURAt ELEMENT;. � v, 4 B �N tNE nBSENCE �F OTHER REOt1iRE1AENT5 , THE CONTRACTOR Si1aL � FURNISH ° a�* g oP m MDEPENDENT TEST ING Of SOII C04PACT ION , GAST - iN - PUICE CONCRE'E STRENGTH AND A . ELEMENTS SUCH AS NON -BE+�R � n;; PAR - r REINFp(tCiNG , STTtUCTWRAI STEEL 80LTING ANO WELO �NG ?O 7NE EXTENT NECESSARV BY THE STRUC'URE SHSL� TaKE IN�G -� T°�sr`�Ar'o�OoNAI E`g°��°eJ°,� TD ASSURE CONSTRUCTION � S ��N Cp.1PUANCE W � TH THE CONSTRUCTtpJ DOCt1MEN7S . MUVEMENTS . �,�°�, a� ( onco � � � 3 . FWNDATfONS; 9 . FfRE PROTECT ! Oni POFt nLL STRUCTUFW ,. P'',���1 7IU�U��,`, ' ALL COOE REQI: IREMENTS FOR ?t�E T`!z% �:. .. � . I A . 'ME ALVJWII9LE SOIL BEAR �NG PRESSURE ASSUM£D � N �E51GN IS 30Q4 �SF . TNE � ARCHITECTllR?L pRAWINCS . SIRUCTURA�� => _ � .- wr-`�Y;�. '� l: '.: � . _ _ .. ,_ ..., • .. .:_`c _ �,; _ _ _ CtMTRACTOf� SHALL RETAiN A LICENSE➢ SO � LS £NGiNFEP. TO iNSREL'T TME FOUNDATION UNRESTRAiNFD UNLESS OTHERWISE NO7Ep . EXCAVA7�IQN . SO1L5 ENG WEER SHPLL VER � � Y IN 1hRITING THE ACTUpI SOILS CAFqCITY � S I I � EQUAL TO q2 GREATER TEtAN ASSlH4EL' . 7 1 . GENERAL ', � . � p _ ALl FDOTING BEAR ! Nf> ELf'�ATIONS SHQW� ARE ASSJMED . EXACT BEARING E��ATIONS .4 . £NGINEER 'S ACGEPTANCE AUST 9E SEWREO FOR ALL SfRUC7URAL SUBSTITU7tON$ , �g+I SFIALL BE VER 1 F I � IN THE F I ELO W i TH AC7UAL COMD I T IQNS 9'{ CONTRACTOR W i '('H �I APPROVAL OF SOILS ENCINEER AND ALL SOTT'OA1 OF FOOTfNGS SHALL HE A MVNI4UM OF Q , VERI �Y ALL OPENINCS THRWGFI FLOORS , ROOF AND WALL.S WITH MECHANICAL AND �I I 48 ' BGLOW EX7ERIOR '.�tADE . � ELECTRICAI_ CON?RACTCRS . YE4 ! tICAT10N OF I.�JCATi01JS , S � ZES . LINTELS . AfJD , ��� � � REpU iREO CONNECT � ONS /+RE COP� TRnC7(Yt 'S CO�N'LETE RESP(7IVS �B � L � TV . � I C , A� L FOOTINGS ARE Tp BE F�aCED CN FkRM , UMDISTl1RBEi3 , NA?URA! 50a1 �JR PROPERLY � I COMP�CT�O 8Aq( FILL . APPROVEO BY THE 50 ' LS ENGiNE£Y2 . 9APJCFILL SHA �t 6E C . °RIOR T6 �NSTALiATlON OF NECHANICAL pNp ELECTRICA� EOU � �'MENrt OR OT!+ER Cp41PAi)iED TO 95S (MINi►�UM } STANDARd PROCTqit pENSiTY UNLESS OjNERWISE � TEaeS TO 9E ATTaCNED TO TyE S�RUCTURE . ENGiNEER 'S 4PPROVAL OF CQNNECTIQNS � � I �; RfC041MENDEp � N THE SOi4S RE?'ORi - IF SOFT SPOTS AkE EN(:WN7EREl� RE1dOVE SO � l. AND 5UPPORTS SHnLL BF OBTA �NE� . UNL�SS SPECIFICALLY DETAILED 'JN , I /+ND RfC01dPACT W : TN APaROVEQ Fi �:. . (RE: SOtI REPORT FOR DESCRiPTION OF ARCHI 'i6CTURAL AND STRUCTURAL DRAWINGS , RESP�CTIVE StJBCONTRACTOft ; � BEARiNC SD � L . ) SHALL fURNiSH ALL HANGERS , CONNECTlOMS , ETC . . REOUiRED fOR � NSTALIA? ION pF � � �� Hi5 ' T£KS. . C . CENTER ALL FOOTINGS UNDER YW4lL5 , COLUIMS OR GRID LiNES UNLESS OTHERWISE . �. � , " NOtED ON P�ANS . D . ?ROVfOE ALL E1:6EOOEC ITEWS IN S�tUCTl1RE AS NOTE� pJ ARCHITECTURAL . ' A ' � MECHANICA� . ELECTR !CAL , AND STRUGTURAL URAWING5 . 41 � SCELL_�NEOUS '� E . CONTRACTOR TO PROVI�E . A7 HIS EIfPENSE , FIE�D DENSITY TEjTS ON C4LFACTE� FILL t4BFDDED ITEUS AND ANCNOR �LTS SHALL 8E FURN � SiiED BY SiEEL SUPPLIEH w UNDER f00TINGS AND INTERiOR SLABS - ON � GRADE . A MiNIMIAA OF 2 REPRESENTATIVE AND INSTAILED BY CONCFE`E CONTRAC7pR . S7EEL S+�ALI FI/Lf ILL aSTU q76 . I � TESfS SHALL 9E fAKE?i FOR EACH i00T1NG AtdD SLAB - dN -GRADE _ E . ?ROVlDE ASPHALTIC 1MSTIC -CCATING ON ALL S7EEL AND w000 E%POSEU TO THE ERRT � . , F . NOTiFY SOILS ENGINEER W1EN EXCaVpT10N t5 C014'LETEA SO THAT CONpl7tpNS MAY BE • � � ` iNSPECTED P4 � OR TO PL4CENENt OF Atr1" FiLL OR CONCRETE . F . SUBMIT SMOP AAdO F.RECTION QRnW� NCS TD �Na1NEER F�JR RtV � EW OF k;, L STRUCTURAL �� � - STEE� � T�-rE ►UNU�0.CTUR !NG OR FABR �CAT fQN pF ANV IYp,A� PR � OR TO MR i TTEN R[V I EW ' � 4 . SLAB - ON - GRAOE 6� SNOP DRAW iNGS W � LL BF £NT IRELY A'i TH£ R ISK QF THE CONTRACTOR n . THE VREPnRATIQN CF 7HE SUBCRADE FOR THE SLAB - ON - GRADE SHALL BE IN STRiC'T G . M`ATE�RMFtNG , VAPQR EARRIERS , ETC . , SHn�. I AE n5 �10VN QN THF ARCMiTECTUR4t , �; -.�f ACCORDAN(.E WlTti T1iE PROJ£CT SOILS REt'ORT . i�1E CGMI?RACTQR SHALL O � RECT DRAWINGS ANC AS INO : CAI'EO IH FNE SPECtFICATIQNS . //�� � WESTION$ Rt'T,ARD M6 THE SUBGRAOE PREPARATION REQUIREMENTS TO THE ; � � � GEOiECHN ICAL ENG INEEit . N . 4LL D �MENS ��15 ON STRt1CTURAL �RAW ING5 SHALL BE C7-�ECKEC AGA IHST {' 4 �:.LC . , ' �RC�+ IT£rruR►� OR,+w �kGS . � '-3 4/ib" �� � , 2 '-4 5l6" . 5 . CONt,RETE: �fi� � A . ALL CAST - iN - PLnCE CONCRE7E SHALL BE 4WDf `nlTi TYPE I PORTLnND CEMENT , ' �ry I STpplE A3CRECA7E MIO SHA�L OEVELOP 3000 PSI CQI.QRtSSIVE STRENGTH IN 28 DAYS . \ I � � � B . CONTR/iC�'OR MAY POUR SLABS -DN - CFADE L'ONT IkUOUS A1� TRONELCUT �_ I i ' JDINTS . JOiNTS SHAL� BE SPACED 10 FEET AND 1R0'kELCUT i " DEEP X 1 /8 " . C�RRY ALL � �� � � � f - 'y � SLAB RE � NFpRCEIA£HT FHROUGH JOINT ; � � � � � z f , � ��+1 C . SLA05 . TOPPINC , F40? lNGS . BEAWS ANG WALLS SHALL �'OT NAVE JOINTS iN F O , � � � � �, ,F N�2 t20NTq� ?LANE ANY STOP itv CONGf2ETE 'AnRK MUST E2E MADE AT TH IRO PO INT OF ~ I O SPAN WiTH VERTICAL BUIKHEA05 AND MORIZONTAL SNEAR KEYS UMLESS OTHERWISE - a ` �1 ' � � . � � � SHOYM ALL CONS1RUr71pN JOtNTS SHALL 3E AS QETa1lE0 GR AS RE� IEWED BY T}+E � } � , EN6 iMEER . � ��� � �� � '� .� D . ALL CONCRETE Mtf?K AND REiNFflRCEIAENT DE�AILiNG 5HALL BE IN ACC�FtDANCE W � TH `p E'I�t�TE�c � ACi 9UlLDING CODE 318 LA?EST EDITION . UN�ESS NOTED OTHERWiS€ AL� UtPOSED `�r + ��y I I EDGES OF CO�'1CR£TE NOF2K SHAIL NAVE _ � NCH G+nMFER . USE STANDnRa HOOKS ON - ' � � � '` � . DOwELS UNLESS OTHERWISE NOTF..G . W � :,, � ,�i ,� i . - ` ��i , ' Sz'.i - , LT �i� 8 . REINFORCEMEN7: � 1 A . AL� RCiNFORCING StiALL BE HIGH - STREIJGTH DEFORMED 8AR5 GONFdRMiNG TO ASTM . �, . DE5IGNAT �ON A 6t > , GRADF 40 . � � � � � � - B . WELpEO WIRE FABRIC SNALL CON�ORM TQ ASTM A785 ANO 9tAlL BE LAPRED ONE FU�L � ' � 1AE9-1 AT SIpE FI� END SPLICES ANp WIRED TOCF.TNER . EPG`XY L�NIEL 1 � � \ ` <MATGN EX��TIh1G �TG'NE � � � r C RE !NFflRCEMENT PROTEC710►d; � INTO E;C'STIFtG � � ` LEDGE ELEVAT�Ot�D � � � I 1 . CflNCRETE POUP.ED AGA INST E4RTH 3 ' fb)-»5x�'-O " 6 " DELP \ � ! � ; � L ' � � �OUND�.�'A �N6 L � (M/+TGH Ex�STING � � � 2 . CONCEiE? _ ?OI,P.EC IN FORMS (EXPOSED TO N/EATHER (�2 £AR1H ) 2� � � < G J • \ ViAI_L ELEVATiON] � ' Q� � . . . 3 . COLU�M�IS AND B£RMS ( TIE BAR$ ) � � - - _�. I � V � 1 - t /� . \ ,�, . 4 . SLABS ANt� W4l.LS (N07 EXPOSE� TO WEATHER ) S /4 ' - ��L ��P � NEW TS �X4Xl/4 0 . NO SPL �CES Of RE iNFORCEME117 SHALL 6E IMpE EXCEF'T ns pETA r �� pa nUTF*Ort i2EO � . , C � � I I �ALlJhwnf � ' ;,� ! � BY 'iHF. S7RUC�URAL ENG I NEER . LAP SPL FCES , YMERE P£RM I T7ED , SMW Ll 6E A M IN IMlt4� �I � 0� �6 BtW 0 !AMETERS UNLESS OTF�ERW � SE' NC�D . MAKE A�L BRRS CON7INUOUS EPDXY DOYVEL (6i-�SX3 '-O" 6 " �� � � -+� �� � ~ ; J ��� 5�P " � � � I � '1 AROUND �S'iRNERS . DEEF' MTO 'cXIST!NG FGVNDATION \ �T DOYiN MXI ..TING i ; � ; - I 1 }� � � � � � i FOUNCJA . �ON WALL. i � I +� E PI.�CE �'MJ �5 (PER S " FHtCKNE55 ) WITH p ' - 0 s'ROJECTIOr� ArtOtAVO ALL OPfNINGS iN ��L ��AL �� '�) �' - � � i I CONCRETE WALlS . SLA05 , Aft� �EAMS . �L50 PRpV �OE ?�NO ,�5 X 4 ' - 0 OIAGpNA.�LY A7 Ex15"r�NG aQ� - � � - I �� ry I ' f� y � EAq; CORNER . - � � STEEL GOLUMN � �-; p�' �Y � �0 i�+ � REMOVE I '-b" MAXIMUM � � \ \ 7 .`, � ' - NEW 75 ?.X4xl/A- f) \ I i. OF GIV91 fNALL � \ , ' � CALUtyfN � �L� �� ; F . CqNT INt10US 7OP AND 801TOM 84R5 IN MN1Ll5 Rn1C 9EaAS SNA�� BE SPL ICED AS ` ���� ,�� ,� J - --� ' +��/ � i - FOLLOWS� FOP BARS AT MtDSPAN , BdTTOM BARS OVER SUPFORTS . � _ 4 i EXIS71N6 C.7�RJ Y�7Ai.L �'�\ � I ' /._ • � � /'� '�G 1 \_ :� , .. .� °1b ,_Q.� , I 6,� I � . PROV IDE ALL �1CCESSOR IES NECESSARY T0. SUPPORT RE INFURC ING AT POS IT IONS �? �- � - � r;' � . . � .p� . ;rk:*� ;r�" :qrr �" ✓. '. �r;� ' .��� - -^ ` t � - � � ' SFtOMN ON THE PLANS . AlL RE tNFORCElAEN7 TO BE HELD SECURELY IN PROPER �,x �i;yC;��• tiy_ - ��. : ::; � „�r '� ?''� : h*��T',•5S ,� �pp,_o„ , W �' �r �:.:R� , '� . .•?.r � �� w� -. •, . . P051110N IN ACCORDA�f WITH T}tE LATEST EpiT10N OF ACf 318 . - . lJ- .�x 4 �,� EXlSTINFiCANG17ETE� J � _ � � ' � �. ,'�, c � ' 7 . STRUCTURnL STEEL: ' S3.i � �LOOR 5Lh8 `� _ - / / � ,' '�Jti� = i ` ISSI: CD rOR A . ALL $TRUCTLIRAL STEEL �i-IALL CONFORM TC ASTM k36 EXCEPT P IPE C'JlU1M5 Wi ICH � �> ' � �`\ SFiALt CONFlJR41 TO ASTLI A53 AND TU9E GOLUAMS TQ ASiIA q50C , GRApE B , lA?EST � '� � � � �� ' � � i I ^I(1. Dcl(e � ReRl�i-F:S m IT tONS . STEEL SUPPL IER #AAY PROV iDE A$T1A A57',�. . (�tADE 50 A? H I S OPT ION . ANCHOR �1�71� -� `\ ' ` :/ I � 80LT5 SHALL BE A307 STEEL AND uISCELlANFOUS E►flEDDEO iTEL15 SHALL BE A38 GUT UOWM EXtSTING ---� STEEL \ � � �e„ � � 4! ? � m � 2_�-98 PEP�r11TSET FOVNDATION 1NALl �\ t..?LUMN \ \ i, ' I � '� ��, ' �i h I STEEL . �--?-� - - -- - - - � +i-�_ - . i , � , . ry � - , �} � B . STRUCTURAL STEEL SN0.LL BE DETAILED ANb FAHRiCATED IN ACCARDANCE WITH LATEST " ' �- ��,� �:: ' /� I � - � t- PROV IS IQhS Of A l5C 'WINUAL OF STEEL CONSTRUCT i(7V . • ; �" - - - - - ' ' � - � ' • /� i � �t'OXY DDi^EL f I � a" SiAg artl � ��0 ' L - I I C . U N L E S S O T H E 4 Wi S E NOTE� . USE STANOaR�J F'RAMEL) OEAM CIXJNEGT �OMS WITH STEEL . - _ � � � � (b)-M5X3'-O" 6" I7EFF { .; F,uq�-� ;,VJT-M gxh � � �� �j � � RE{MFORGE PIER W�7H . BOLTS PER A � SC "MANUAL 0� STEEI CONS7RUCTlpJ ' TA$LE � � - A W1 ?H A325 -N BQLTS OR _ ___� .. _ _ _ _ .� t T t t O E x I S Y I N(� i K � � , ; (B)--M S �l E rz'i�r G P LL Y A N 1 7 ;p I WEltSED �W � VaLEN7 . SE�ECT COkkEC7i �y: A�i EACH SPL �CE TO SUPPORi 60k TNE ` l � �'� � � � �3 -b�c�ZONr,aLL� 4r C r FtlliNpATION t^tALL � ' �. R,, �•. � i �� " TOTAL UNIfOH1.A LOAD CAPACiTY FOR EACH G1VEN BEAM ANp SPAN . STEEL SUPPLI �R WtY ] - :� �(�,t� ";,r-���, , n��; � i � I '-0 " TYPIGAL ;2) m `,�BM 17 ALT�RNATE CONNECT ION DETA iL5 ACCy�IdPnN i ED SY CA�::ULAT ipNS STAkf'&7 8Y ' 1� ' Ext5T1Wy �OIMDATION WALL ' - �����+4�_ j •; / `=� \ � ,�'1`��� I °LAGES _ � 7HE REG � STERED °RO�ESSIqJAL ENG �NEER RESPONSiBLE FOR '11iE CONNECTION DESIGN � - -� � -- � �. _ � � '�.-� --- - ------- --- ' . --- - �-----_� _�__._� . FOR ENGIMEER 'S RFV � EW . . 'k � : . . . _ ._�. _. - -- - . .. _ ��. _ . -- -J � � � - - - - - - - - - - . . .__ ..��r �, _ . - - . . - . �J � . � I � � ._ I__ - _ __ ___ _-�_-__- __ �1E�+. __- _ _ : `.. � ' G AAiNIL1UM WELOS i0 BE AISC AkD /dit AWS 8UT NOT IESS TNAPI 3 / 16 " CONTINUOUS FILLET - ��GU '-0") � . � � .•I N� It �.� AN--F < �J T5 2�Xi14 p�l � ' i i I UNLESS OTHERWt5E NOTED . �u wa.,_L° , , fG6 '-D') GOL1/MfV � f , �i i E . A�L WELi)ERS SH/�LL HAVE EVrDEMCE QF PA551NG THE 4MEt21CaN wELD4NG SOC � ETY �I � ; a I � SH � ST�NOARO QU4LIFICATIONS TESTS AS D�TAILE4 iN ALYS ,p7 . 1 . I � � I �.I � i � I � 1 h � . Pr�OVtDE TEIPORARY BRACING ANp PRECPUTIQNS NECESSARY TD W � THSTAND 4LL " � ' � ` � ' - r CONSTRUCT �ON A� /OR WiND �0r1DS UNT : L ALL FiEl.O CONNECT40NS ARE COAPlETEp '; ! I, � � � � d � j � � i � PROJECTtiO. 3306 AND SHEAR WALLS OR OECKS ARE IN PCACE . I I I �� � � i , V � I I i ' , � i I � I PHASE: , � - I i � ' � 1 f I � DRAWh BY: CJB ! a . �orr - sHre iNk caa,r: ; : s3 � ! s3.i ; j �3.� � i i � A , NpN - $HkIA9C GROUT SIiALL 8E t'ROVIDED d5 FOLLONS: � � I I � � � i I f i � i CF{ECKED $� . fl.� I �' I i . BETMEEN STEEL COLUMN BASES AND F00T INGS . I , � -� � �/�b" i , i I � I I ' � i '-I � I/ib" V � 'i '-8 i/16• � 1 i '-It I/Ib" I '- II ;/�6 " ! -I'-8 �/�6" 1 '-fl I/IFi" I I [� i . � � - 1 '- li I/Ib,. I 4 '-4 3/1� " � � 9 . NW�: 9'-2 U4 " ' 4'- t0 V7° �r tl '�-6 I/2" 6 '-5 V2" ! � ll '-b V� " T'-b° I. 5'-5 7/16" � i � '-0 IIIi6" ,� � i oUND �TiON � a �t.L FRAMiNG ANO TftUSS LUTABER SHALL BE ORY DOUGLAS FIR , L4RCN . GRADED BY i - � ' � I PLAN � `TD ' � WESTfRN WOOD PROO�CTS ASSOC IAT ION ANO CONFORN ING TO UN I FpRM BU f LO I NG � O U N D � T f G� 1�1 �_-' � �`a i�i � t;flOE AS FOLLQW5� ' 2 • TH �� - <- w � �E ST��o � ; 8�5 ps � I GENERAL ; � 2 ' TD a ' THiCK - 6 " Je WIpER M0 . 1 FB � ta00 ASt !/4"= t '-O" � i � � .+� 0 5 " ?N iCK - S ' k W I�ER � NO . t FB = 135Q PS 1 �. [ l ��`�DIGATES TOP OF FOIAJPATiON 1NALL ELNA710N5. i �O�E � � � n NOTED A�LOWaBLE STRESSES ARE M iN IWMS A1� POft NqVREPET IT IYE USES PR IOR TO 1. ! ? IP1DtCATES l'OP OF 1=00TIN(3 ELEVA7kON• I � � ALLOwa81.€ STRESS { NCR�ASES . f[EFThA�IE � 8 . PRf}1r IDE 1 X 4 CROSS BR IDG iNG NOT � OVER 8 � �! CENTER FOR ALL WfTOD JOISTS ANp ZX 3. < > INDIGAT'E5 TOP OF 570NE l..ED6E ELEVA710N, i � $OLFC BLOCF( iN� BETM�EN JO � StS AT ALL SUPPORTS . FASTEN ALl NCmf1 k1EM6ER5 4. YEf21PY ALL A551M1�D EXISTING GONDlTIONS. ^ I � W� TH CpAAON N+� : LS ACCORDING TO T'itE UBC SCHEDULE UNLESS OTHFRWISE NDTEO . ! ' I � 5. 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