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PRJ10-0695 B11-0017 PLANS APPROVED 062311
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O :. . ;;: ;: ,;;;, ;: � ' 1 -„o .,....--a— — � — 34' ; o � .� �73 FR� t:970.949.610$ l�� �, � A,�4VE � �°° /� LANDSCAPE MARY HART DESIGN �� � O � � � /� 130 ARCHITECT POST OFFICE BOX 8528 e kr O a � BRECKENRIDGE,CO 80424 i� �Q/ ' � � � t:970.389.3583 D�� � �,, d° / EXIT LHPG V KNOX BOX � �> 130 � � °" ANNUNCIATOR � � � PANEL � �,$ �m� .� FIRE DEPART E T r�9 �7 � ENTRY POINT °'` � � �� @ ' � � � � � �E�! � • 1 HR RATEQ WALL � � � /� � � s'°',� •• •� 2 HR RATE�WALL L/.� W L � o � � � � � 1 LEVEL 01 ' , e ..,� Q � .� � ■ SCALE: 1/8"= 1'-0" �,/ TO�fAL PARKING iRl LOT REQUIRED MINIMUM � w C� � i � S ACES OF ACCESSIBLE � � � � / � W � � 9 ta 25 1 � � .� � 26 to 5Q 2 51 to 75 3 76 ta 100 4 � O � � �O1 ta 15Q 5 = C� � 151 ta 200 6 � /1 � � 20� to�oa 7 �.r � 30i �0 400 � � � � �('� 401 fo 500 9 � �"�°'� � � 501 ta 1000 2 percent of total � � i Q01 and over 20 pius 1 for each 100 aver 1000 � � AREA SCHEDULE (CODE} e�,-,� AREA Area Schedule (Cod�) /TC��! Park'sr�g R�q� �'`.�`„� � L�AD �aOCU�at@d B. Schedule�applies ta all praperties outside Vail°s"commerciai core areas"(as � � QCC �.QA� Fr�C��f� L�V�I Name Area C1�e f�r P�rken � U9f� �E1tS a 21C@S defined an the tawn of Vail core area parking maps I and f I, incorporated by � � � reference and a�ailable for inspectian in the office of the town clerk}: �; AREA NAME OCG LOAD CALCULATED QCCUPA CY FU CTION (SF) LEVEL use �� �.. _;�� �E�lEL 01 � � , � � Parking Requirements �" �,,,�p -�, 276 SF PUBLIC LOCKERS 6 6 A3 LOCKER ROQMS 50 SF LEVEL 01 LEVEL 01 WAITING AREA 2722 SF Meeting Rooms/Eating Facilities 23 �� - ;� � 7 LEV�L 01 RESTROOMS 536 SF NA �" �� `� '' 536 SF RESTROOMS 2 2 ACCESSORY PUBLIC 300 SF LEVEL 01 Eatin �n rinkir� �sta l��h es�t�- 1 space per 120 square feet of seating floor , ,A 2722 SF WAITING AREA 389 389 A3 ASSEMBLY(STANDING 7 SF LEVEL 01 LEVEL Ot STORAGE&MECHANICAL 898 SF NA area � `" 290 SF SKI AMBASSADOR LOCKER 6 6 A3 �OCKER ROOMS 50 SF LEVEL 01 LEVEL 01 PUBLIC LOCKERS 276 SF TBD '� �-`�` 898 SF STORAGE&MECHANICAL 3 3 S-1 - 300 SF LEVEL 01 LEVEL 01 SKI AMBASSADOR L�CKER 29Q SF TBD Other pr�f�s�i��tal��nd bu�in�s�offic��- 1 space per 250 square feet of net �� LEVEL 01: 5 406 LEVEL 02 floor area �� 165 SF MECHANICAL&STORAGE ROOMS 1 1 ACCESSORY - 300 SF LEVEL 02 LEVEL 02 OFFICE 190 SF Business Offiices 1 Theat���9 rn��tir�g r��rn�,��r�venti�r�faciii#ies- 1 space per 920 square feet of 169 SF KITCHEN 1 1 A3 KITCHEN 200 SF LEVEL 02 LEVEL 42 �FFIGE 123 SF Business Offices 1 seating fla�r area 1402 SF VRD ECOFUN 41 4i 14 DAYCARE 35 SF LEVEL 02 LEVEL 02 KlT�HEN 169 SF Meeting Rooms/Eating Facilities 2 � � }§ { )§ ( )§ ( ) § LEVEL 02 VRD ECOFUN 1402 SF Meetin �oams/Eatin Facilities �2 Ord. 2 20Q7 3: �rd. 2 2006 2: Qrd. 24 2005 3:Ord. 18 2005 2:Ord. 14 151 SF RESTROOMS&JANITOR CLOSET 1 1 ACCESSORY - 300 SF LEVEL 02 � g (2004) §10:Ord, 9(2000)§2:(7rd. 26(1982� §6:Ord. 8(1973) § 14.601) 12 CCD005 31 MAY 2011 190 SF OFFICE 2 2 E SUPP�RT 100 SF LEVEL 02 LEVEL 02 VFtD IMAGWATION STATION 704 SF Meeting Ftaams/Eating Facilities 6 7 B.D. RESPONSES 11 APR 2011 123 SF OFFICE 2 2 E SUPPORT 100 SF LEVEL 02 LEVEL 02 MECHANICAL&STORAGE ROOMS 165 SF �JA 3 ADDENDUM 1 18 FEB 2011 125 SF MECHANICAL 1 1 ACCESSORY - 300 SF LEVEL 02 LEVEL Q2 RESTRC)QMS&JANITQR C�OSET 151 SF N/� 2 CONSTRUCTION 04 FEB 2011 704 SF VRD IMAGINATION STATION 47 47 14(LOAD PER A3} ASSEMBLY 15 SF LEVEL 02 LEVEL Q2 MEGHANICAL 125 SF NA LEVEL 02:8 96 LEVEL Q3 ISS.# DESCRIPTION DATE 208 SF CATERING PANTRY 2 2 A3 KITCHEN 200 SF LEVEL 03 LEVEL 03 GATERING PANI"RY 208 SF Meeting Roams 1 Eating Facilities 2 147 SF STORAGE 1 1 ACCESSORY - 300 SF LEVEL 03 LEVEL 03 EVENT/EXH161T SPACE 1349 SF Meeting Rooms/Eating Facilities 12 ARCHITECT'S PROJECT N0:: 21 OC4.ZO 1349 SF EVENT/EXHIBIT SPACE 270 270 A3 ASSEMBLY(STANDING 5 SF LEVEL 03 LEVEL 03 EVENT DECK 526 SF Meeting f�ooms 1 Eating Facilities 5 59 SF JANITOR'S CLOSET 1 1 ACCESSORY - 30Q SF LEVEL 03 LEVEL 03 STORAGE 147 SF RIA 501 SF RESTROOMS&STORAGE 2 2 ACCESSORY - 300 SF LEVEL 03 LEVEL 03 JANITQR'S CLOSET 59 SF NA 526 SF EVENT DECK 36 36 A3 QEGKS 15 SF LEVEL 03 LEVEL 03 RESTROOMS&STORAGE 501 SF NA 205 SF VESTIBULE 41 41 A3 ASSEMBLY(STANQING 5 SF LEVEL 03 LEVEL 03 VESTIBULE 205 SF NA � LEVEL 03: 7 353 (" [�(� (�(� Grand totaL•20 855 �5 � f . 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ID N _ . , ... , ; .. ; ,. _ _ , , : _. . , , _ , , _ _ . , ,,... . _ _ _ _. _ . _ , . ; _ _ _ _ -: ,.. . _ _.: , _ _ . , , ` ` ` ` TR TUR L R LI E UNO _ _ : ;. ,. ; , . _ . _ 2 . _ _ . _. __ .. __. , .-, ...... , _,_ , , , , , .. , .... ... , ..:... . , ...._, ..... ,, , ; .. ..,. , _., RE:LAND APE ; ,. ;. ..;. ._. .. `_..-, .. ' `.. •,. ;` `; ,... ___.... ,... , SC. , , • ,.:' -' , <.. , , ...._: , , , _... . .., __.,., , >.. : _..:. , , , , ._ ., : ;... ; ; ,. ( ) :., . , _ _ , _. , ..,:. ,.-- ......, ,. . _ , ,.....- _...:. ,, ..:.. _ , _ _:... .. , .... ; ,. . , : _, ,... ,, , , , ; ' ..,, . ; ,_. ; ,. : _..,; ,.. _ , ; ,, • _;. : _ 3 , _ _ _ _ . _._ _ _ _ , , , . . , , , . :` ; .. ,: _ _ __ , , _ ,. ,. _ , i-I _ , , _ ;;.... .. . _ _ _ . , ..;_ , . : ... ., , : , ..;,_ ,.., . , _ ,. ,.; , , _...., ,......, ,., , , , ,, -. ,.. _ _ , _ ,.. _ _.... , , ... ;..., . " , , _ _ . _ _. .. , .. _ _ ,: ,. _ , , _ _ _ _. _ _ _ . _ . _ ;... , . _ _. _ ., / . ..:.. , ,. `, `TR'EE CC3LUMI�'�_ _. TO A PERPENDICULAR WALL SHALL • , _ , , , A200, . , , ,. :,;. .... , .,. _ ;,. :. ; , ;_..., _. . _..; , , , ,...._ _..,. , s _ ;, : _ , ,:. ,; . ; .. _ _ _ ,... , , . . : _ _ E _ _ _ _ ,, ,. . , ,..... _ _ _ _. , ,,.. , _ _ , , , , , ,..... , ,... ., , , , , , _ , UT . EA D :....., ,. , ,. •,.. , - _. , .. ..., _.,... ,.. , ' . . � , ,,, .. - ;> , , ; , ,. ; , , ,,... ,. ,.. ,, . ,. . ,, ; , _ _. :. _..., , ...; ,., , : AMB, UNO „ . , _ _. . : _ , .. : ,..; ,, _. . _. _.: _ , , , , , _. < , ... : _.. . , ,.. ,;..., __... .: ; , ....._ _ ,. ,, ,, ,,.. .. , ' FINISH TO J , , _ ,.... , ... r... , ....,. <. ' � � , ` , 1 , _;; ' . .. ....... . :... ,... _ :, � ,,,. ,:, -:.. :. _ , ,,.._,, , ,,.. , _-_ ,. ,..._ , _ ;...,... ,. . _. : , ,_ ,.::..... -- _ ,: , '. , , :,.,,..,: ,... , `. .,., .... ,..... , , , . : , ,; ;: `,.,; ;>`. _ . .. . , " ,: , _ _ , , _ _ .. _ _ ,; . ,, _ , . . _. _ _ _ , _ ,.., ; ,. : ; ,, =. , , ,. , __.. . _ , .._. ; 4 SEE A350 SERIES FOR EN�ARGED _ ,. _ .. , „_ . .. , . ;,. .. ,,. , . . _., ; _ _:. _.., , _ , _ _ : .. . , , _._ ._ , . : _ , m , _.._ , _ , __. _:. . , ,, ; _ __... , ,, ,_: ,_. _. , _. . ,... , _ _ .. . , ;_. . _.. ,: ,.. , _.. ;' ;., .,.: _. _. . _. _.. , , ..._ , ,._ . ,. . _. _, . . _ ;. _ _.... _ . _.: ,. , .. _ � Q � �. , , ,.. <_ - . "' ` ` ELEVATIONS SECTIQNS& PLANS , :. , _ _ .,. .__ -., . . N KEY PLAN _... <., . ; .._ . . , ;._. .. , , . ; _/ _ / _ _ . _ .. . ...., . , _, . ... r- _ . , ; , _ ,.. . _.. ,.. . ; _ _ :-. . _ .: . _. . . . _ . ___ -._ „ ...., , .... E TIT! 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TY RGE UIL FLOOR - _�. __...: , ..,... . , .. , _ ,;. ;_ ,. � _ ; . _.:_. , , , .. ,, T _.. _ _... , _...., , _;. : � , ... _... . ._ _. , , ;,..., ; �SCHEDU ER � •, ... � :. . _ _ , . 1 .3 _ ._ _. _ _. _. ` PLAN WES � __ ; ,_.... � ,; ,. . ... ,, . � ::. ,! , .. ; ' `,. '' 8. SEE A53Q SERIES FC'�R STQREFRC?�1T ;: ,.,. M _..: , , , , ,.... ', ' ; , _..,. . ,, - _ °�° TYPES. . : 0 � °� LE��L �1 � �� I 9. SEE SHEETA720 FOR RAI�ING TYPES � > SCAL.E: 1/4"= 1'-0° 10. SEE A$00 SERIES FOR WTERI(�R � DFtA1�lINGS ��,� -w ',,'�..� ��,ri _ . _ � .. N---��.� _ � ; r, C!) X � W Q � ,,�" i � � , Q ���' ` , � � � � Ur ,, ,... .:. • bS���o°E��%`�T,�''�, , ' ; — ....._:.:- :, ,: b � � z ���,`Gt� /L� p ��, . , � �,(j � V, 0,C�, C'.y�t,?0 cf c— o �e � � N � q �� �953� m° � 0 a) ^m �,.'' ^�° � �U o s � � �� \ . � . , � � .� . . � . . � . � . . � . . � � pO� pQ . � �/J �� � . . � � . . . � \� . . � . � � � � . �� O��Q9Gmm�g�`�� � . �..i � o� ~. `� �UN �' �..� � � � N � \ � ' ! 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C011 LEVEL 1 DEMOLITION PLAN � � � �,�� 1 E}CTERIOR�ETAIL� - PLAN � � � � S342 PRECAST FLOOR DETAIL s o � o o � e t:s�o.9as.s�os C012 LEVEL 1 GRADING PLAN ° � � ° q612 EXTEI�IOR�ETAILS - PLAN � � � 5343 PRECAST DETAILS � o � � � s �aN�scAPe maRY HaRT aesi�� ARCHITECT POST OFFICE BOX 8528 C013 LEVEL 2 GRADING PLAN � �' � A620 RC�c�r= DET�ILS � � � S344 PRECAST DETAILS � � � C014 LEVEL 3 GftADING PLRN • � ,4621 l�00� C�ETnILS � � � S345 PRECAST DETAILS o � � BRECKENRIDGE,CO 80424 t:970.389.3583 C015 LEVEL 1 DRAWAGE PLAN � ° � q��2 F�OOF DETnILS � � � S346 PRECAST DETAILS o , CQ16 UTILlTI° PLAf� � ° � ° A700 ' STI�IF� 01 - 'LAN, SECTION & ELEVATIO�I � � � � 5350 GARAGE DETAILS � o +� e , ` C017 DETAILS • � ° A701 S�"/�IR - PLI,N, �EGTION & ELEVATION � � S351 GARAGE REINFORGINC � 'x C018 QETAILS • ° � ° A702 STAIR - P'L�,RI, SECTIC7N & ELEVATI4N � � � 0 S352 GARAGE REINFORCIN(� � '4 C019 SUBDRAIN, JOINTING & DETAILS �' � A710 ELEVATC)R01 & 02 - PLANS & SECTIC}NS � � 5380 PRECAST WALL ELEVATlC)N� (EA;T} � � a A � _ CO20 RESTRIPING PLAN • � A72Q STAIR [�ET,�iLS � � 5381 PRECAST WALL ELEVATi�JN� (iVORTF-I} o � o � � • ; CO21 HARDSCAPE PENETRATION PLAN ° ,q730 �IREPLACE PLAN, SECTION � ELEVATIOl� � � � � S382 PRECAST WALL ELE�ATIC�N� (inlE�T� � � � � • � CL� 3 LANDSCAPE A8�0 f�ATERIALb LIST � o 5383 PRECAST WALL ELEVATIC�I�s (UUE�T} o � e � o (� � .� � � L100 SITE LAYOUT& LIGHTING P�AN � � � : -� P,801 RC)flM FINI�H SCF�EDULE � � � � S384 PRECRST WA�L ELEVATI(�N� ��TAIR�} � o � � o • � �{'� ��, 5 L101 TREE PRESERVATION PLAN • ° A 8 0 2 F 6 f�I S H E S F L A N - L E V E L 0 1 � � � S 4 0 0 T Y P M A S O N R Y D E T A I L� a � � ~ � � � �-�,, L102 LANDSCAPE PLAN ° � A$03 FINl�HES FLAN - LEVEL 02 � � � S401 MAS�NRY DETAILS � � � � '- ' ' x ` T L103 IRRIGATION LAYOUT PLAN e � � A�04 FINI�HES FLAN - LEVE� 03 � � � 5540 TYP LT-GA FRAMINl� DETAIL� � � 0 � m � � � � K ...� O ¢ L2Q0 SITE DETAIL� � � � A810 ERJL�RGEC FLOOR PLAN � � 5541 TYP I�T-GA FRAMING �ETAIL� o ��3 '�3 � LJvJ � C� � L201 STP,IR�/AY PLAPdTER � GREEN R04F DETAILS � � P,811 INTEFtIOR ELEVATIQNS � 5600 TRUSS PROFILES � � � o � � � � " L202 LANDSCAr E DET�OILS o � A�12 6fe9TERIOR ELEVATIONS � � � S601 TRUSS PROFILES o e� +� es � � � � ' L203 IRRIGATIORI DETAILS • � � "� C� " . �0$13 IfUTERIOR ELEVRTIONS � � � S602 TRUSS PROFILES o e� o 0 0 � -e� � € 4 ARCHITECTURAL � � � � A$1 4 E N L A R G E C E L E V A T I O N S A N D F L O O R P L A N� � � � 5 6 0 3 T R U S S P R O F I L E S o � � � � a � A030 GRID LAYOUT � � � � � A$15 E(�1LF�F�GEC ELEVRTiONS � � � S610 TRUSS DETAILS o � � a� � � � �1 -� ' A101 BUILDING FLOOR PLAN ° • ° ° � � qg16 EIr1LARGEC ELEVATIONS AND FLOOR PLAf01S � � 5611 TRUSS DETAILS o a� o � o � � I,.f7 � '' A102 BUILDI�IG FLOOR PLPaN • � � � � � � � � l�817 I(�TERI C�R ELEVA T I O N S � � 5620 TYP TIMBER DETAILS � � e � � � � A103 BUILDING FLOOR PLAN . • � � c� M 'i A�20 INTERIOR ELEVATIONS � � 5621 TYP TIMBER DETAILS � o 0 0 A104 BUILQING ROOF PLAN • • � ° ° A821 16��"ERlOR ELEVATIQNS � � � 5622 TYP TIMBER DETAILS � m o A121A ENLAF�GED �UILDINC FLOOR PLAN - WE�1" � o A � � A8�2 �f�LARGEC ELEVATIONS Af�D FLOOR PLAi�� � � � 5623 TIMBER DETAILS - ELEVATC�f� FEATCIF�E � � o A121 B ENLl�RGED BUiLDIN .C',, FLQOF� PLAf� - EAST � '� � A$30 E�1LAI�C�EC ELEVATIONS f�ND FLOQI� PLARi� � � S624 TIMBER DETAIL� - Ef�ITRAI�I�E �P�NOP�( o e ce o A122A ENLARGED �UILDIh1G FLC?C?R PLARI - lNES�f � ° � � A�31 IRITERIC�F� ELEVATIONS � � � S625 TIMBER QETAILS - ENTF�AI�1�E \iE�TI�l1LE � � e ` A122B ENLARGED �UI�DII�G FLOOR PLAN - EAST � � � p�g�2 ENLARCEC ELEVATIONS AND FLQOR PLA1V� � � S626 TIMBER DETAILS- TREE � a o o ' A123A ENLARGEQ �UILDING FLOC�R PLAf� - WEST � � � � ' A833 INTERIOR ELEVATIONS � � � � 6 MECHANICAL � A123B ENLARGED �UILDIIVG FL4QR PLAf� - EAST � � � Ag41 I(�TERIOR DETAILS � M000 MECHANICAL COVER �HEET � � A124A ENLARGEl� BIJILDI�JG ROt�F PLAN - �ilE;T � � � �g42 IRITERIUR fIfVISH l"ILE PATTERb�S � � (VIOQ1 MECHANICAL SCHEDULES � � � � A124B ENLARGED �UILDING R0�7F PLAfV - EA�T � � � ,q��.3 ��pE�,qL N93UNTlNG HEIGHTS � � M002 MECHANICAL SCHEDULES � � � � • 4 A151 REFLECTED CEILlRIG PLAN - LEVEL 01 � �' qg4.q. ��i/EABLE CART PLAN, ELEVATI(�N� c& � 1!/1100 MECHANICAL SITE I�LA(V c� o �s A152 REFLECTED CEILI(�G PLA�I - LEVEL Q2 � � SE�TIC�NS � M101 Hi/AC LEVEL 01 PLAN � es o aa � A153 REFLEGTEL� CEILING PLAN - LEVEL 03 � � /�845 I�IFC) �ENTR P,LCOVE SECTIONS � � �� A200 BUILDING ELEVATIQfVS � � � M102 HVAC LEVEL 02 PLAN � � � � • '� _OQR FINISH PATTERNS � M103 I-IVAC LEVEL 03 PLAN o o a e� e A�46 LEVEL 02 F A201 BUILDING ELEO�F�TIO�IS � � � � A847 L�lI�C 02 F_C�OR FINISH PATTERNS � M201 PLUMBING LEVEL 01 PL�4R6 0 0 0 � o � 8.�. RESPONSES 1� APR 2011 �� A250 BUILDING SECTI(JNS � A$4� LE�IEL 02 PLC)CaR FINISH PATTERNS � M202 PLUMBING LEVEL 02 PL�AfV - � o � e 4 aa�EN�uM 2 02 nnAR 2a11 � A251 BUILDINC� SECTIt�NS � � A�51A �EFLECTE) CEl�ING PLA�1 - LEVEL 01 - �1lE sT � � s a��ENOUM 1 1$ FEe 2011 �2Q� PLU�g�NG LE�/EL Q3 f��� � � o 0 2 CONSTRUCTION 04 FEB 2011 i ' A350 ENLARGED ELEVATION, SECTION & PL,4NS �+ � /�851 B l�EFLECTEa CEIL{NG PLAhJ - LEVEL 01 - EA�T � � M30Q SNQWMELT SYTEM SITE I�LARI o o e� 1 Proposa ,,: �age A,B, &C o� �AN 2011 A351 ENLARGED ELEVATIONS, SECTlO�JS & PLANS � � � A852A RE�LECTE� CEILING P'LAN - LE�(EL 02 - lNE�T � � cF� , !�/1301 SNOWMELT SYSTEM fV1ECHA(UIC�iL RC��II� FLOC�R o � �; iss.# � ..iPrioN �arE ' A352 ENLARGED ELEVATIORI, SE�TI�N & PLANS � � o A852B F�EFLECTE� CEILING PLAN - LEVEL Q2 - ��5� � � PLANS �-k �� A353 ENLARGED SECTiON, ELEVATION & PLANS � � � � aRC " .' T'S PROJECT N0.: 2')O64.ZO # �853A 6�EFLEC°�E) CE�LING F'LAN - LEVEL 03 - UVE�1- � � M302 SNOiNMELT BOILER Pif�l�l� DIt4�F�A(� � o � � � A354 ERILARGED ELEVATIC�N, SECTIOfV & PLANS • ��� � A 8 5 3 B F�E F L E C T E� G E I L I N G P L A N - L E V E L 0 3 - E��T � � i V 1 4 0 0 M E C H A N I C A L D I A G R A N I� e a o ��'� � �� A 3 5 5 E N L A R G E D E L E V A T l O N, S E C T I O i� & P L A N � � � ,� A 8 6 0 I�l T�F�I�R P L A N D E T A I L S � M 4 0 1 M E C H A N I C A L D I A G R A I V I� � � � m �� � A356 ENLARGED ELEVATION &� SECT9(aN � o �� A�6 5 I N I�E R I O R C A S E V�O R K D E T A B L� � M 5 0 0 M E G H A N I C A L C Q N T R O L; � o � s � 3 �``° �� ��������� ��� ��� � ;,� � � A357 ENLARGEC? �ECTIONS & PLANS � � A870 INTERPC)R CEILING DETAlL� � M501 ' NlECHANICAL CONTR(�LS � e � �, �g° ���� � x: � .;� &�� �;�� � ' A358 ENLARGE[� ELE�fATION, SEGTICaN & PLARIS . ��� � � � � � � ..��_��,rx��.. ;: �; � ���� . � � �, A$71 �I�TERIC?F� CEILING DETAILS � 7 ELECTRICAL �:���'�,��� �m..���,���,. ��., �'� . � � �., ,, A359 ENLARGED ELEVATIOhI, SECTION & PLA(V� 5 STRUCTU L E000 ELECTRICAL COVER S T ���°��� � Y...�.�> 1� _ e__ '`� �.��� � ��� �� � �� 6�' ' A360 ENLARGED ELEVATION, SECTI�3N & PLAR�� 001 E EF�AL uOTES &AB�REVIATIONS � � E001 ELEGTRICAL SITE PL � �m µ� A� �`��:Y��`��"��} �`` • � � e4m ,:�r � APF� � A361 ENLARGED ELEVATION, SECTIO�I & PLAN • 5002 �E�IE�AL �OTES � � � � � E101 POWER LEVEL 01 PLAIV o 0 0 � µ� °,°��°��Y-_ .� ___w:�� ...�. .0 ��,. �, F� �s � �.I��� ������� �_u...� �� � ��� - A362 ENLARGED ELEVATION, SECTIONS & PL�,iVS � S003 ATERIALVOTES � � E102 PQWER LEVEL 02 PLA .._,�� m�T--:�.�_u�_�..an�.,.���,.� ���� �,�,� A363 ENLARGED ELEVATION; SECTION & PL.A�1S � ����� `°`�#�`��,A � � �� ���� � ' S004 L(JA[�IRI� FtANS � � � � E103 POWER LEVE� 03 PLAil� a � o • ��� ;�,��A A364 ENLARGE� ELEVATION, �ECTI�N & PLAN o • e s , �,�,� � �005 T�ST1�J� &I�SPEGTIONS � � � � E�04 ELECTRlCAL RC)OF PLARI � � � ��;�'� `� �� KEY PLP,N � ' A365 ENLARGE�J �LEVATION � • , , " r� 5 1 0 1 F O U 9�D�A T 1)N P L A N � � � � E 2 0 1 L I G H T I N G L E V E L Q 1 P L,q l�l o m ���' ���� � A 3 6 6 E N L A R G E D S E G T I O N � P L A N S • � 5 1 0 2 L E i I E L 2 F F A M I N G P L A N � � � E 2 0 2 L I G H T I N G L E V E L 0 2 P L A N � 0 � �''�,��'�,, '� ,, ._� �,��. A367 ENLARGED SECTION � PLANS � � S1Q3 LE�(EL 3 FFAMIf�GPLAN � � � � � E203 LIGHTING LEVEL Q3 PLARI � � o ��� � T INDEX � ° = A368 ENLARGED ELEVATIORI & SECTIt.1NS � S104 RC�(JF FRAJIING PLAN � � � � E301 EXISTING FRTB ELECTRiCl�L ���EIVtEfVT f'LARI o o �` � ' � ' °"� � A369 ENLARGED ELEVATIORI, SECTIQN & PLAN� � � S11 Q L09/V/NIGHhOOF PLAIVS � � � o E400 ELECTRIGAL ONE-LINE DlAC�RB�f� � � � +� o � ' �'�. ; N � Y �,. � A370 ENLARGED ELEVATION $� �ECT14N � S121A FQIJN�ATI�)N PLAN (AREA A) � � � � � � E401 ELECTRICAL SCHEDULES � � o `, ..; � ' . � . . . 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Tk�E G�tV�RAL GC3NTRACTOR(HEREAFTER"THE CONTRAGTOR")AND SUBCQNTRACT�R�SI-iALL CAREFULLY \�T ALTERNATE UG ON CENTER , t''' iTUDY ALL CONTRACT DC�CUMENTS AND AGQUIRE A THOROUGH UNDERSTANDINC�t�F 1�F-IE DE�IGfV IiVTENT OF \LUM ALUMINUM C)D OUTSIDE DIAMETER ( ��fi,,� �Fi�PRt�JE�T AN(�Ta-IE DETAIL� REQUlRED TO ACHIEVE THE DESIGN INTENT. � X PLAN,SECTION OR ELEVATIQN 3LDG BUILDING OFCI OWNER FURNISHED, CONTRACTOR INSTALLED �� ���� DETAIL OR ENLARGEMENT �� THE Gt`�NTRAGTQF�S�4P�LL FORWARD REQUESTS FOR CLARIFICATION OR AQDITIONAL II�FORM�OTIC)N VNITH t GRID NUMBER XXXX F�E4�ARD 1"0 AGHIEVlIVG TNE�ESIGN INTENT OF TNE PROJECT TO THE ARCHITECT IN tlVf�i1"ING FOFt FtEV1EW AND %�P CAST-IN-PLACE OF01 OWNER FURNISNED,OWNER INSTALLED �, � � BUILDING LONGITUDINAL GRID ������� ����'����. ;G CORNER GUARD OPP OPPQSITE HAND 4. THE GC��ITRAGTOR SHALL CHEC6C�ND VERIFY THE GONTRACT DOGUMENTS WITH FQ�LC��QNDITIONS, %J CONSTRUCTION JQINT ORD QVERFLOW ROJF DRAIfV copyright 2011 WALL - �QRIFiRfV116�G THAT ALL WORK IS BUILDABLE AS SH(�WN, PRIOR TO PROCEEDING WITN TFiE WORK P,R�D VERIFY CENTERLINE PC PRECAST CONGRETE � /� FLOOR LEVEL OR LOGATION TAIL ALL�PACE DIMEN�I�NS AS SHOWN WITH EXISTWG JOB CONDITIONS BEFORE Sl'ART6NG CORI�TRUCTION. IF �' 4.24.0 11rCh IteCtU re (I�IC. DATUM DESCRIPTION � X WALL TYPE REFERENCE QISCREPANCI���XIiT,THE Gt�iv i F�ACTOR SHALL IMMEDIATE�Y NOTIFY THE ARCHIT�G�'It�WRlTIfVG ��IOR T(� %�G CEILING PLAM PLASTIC LAMINATE WALL TYPE NUMBER �C�MNIENCEIVIERlT QF WOF2K. ;LR CLEAR PLUMB PLUMBING LEVEL OWNER TOWN OF VAIL �EVEL OR DATUM ELEVATION 'MU CONCRETE MASONRY UNIT PLYWQ PLYWOOD EL= X'-X' 5. PRICING OF 1�HESE CORlT'RACT DOGUMENTS SHALL INCLUDE ALL LABOR, MATERIALS, �(�UIPIVdENT AND � DEPARTMENT OF PUBLIC WORKS �ERVICES F�EQUIFtED TC)CC)NSTRUGT THE PROJECT IN ACCORDANCE WITH l"HE C�ESIGN Ih1TEhIT DESCRiBED ;OF CENTER OF FLUE PN PROJECT NORTH 1390 ELKHORN DRIVE ELEVATION HEIGHT � DOOR TYPE NUMBER '`�1G1�` DOOR IDENTIFICATION ����`�I�. VAIL,C0 81632 �. ;OL COLUMN PT PRESSURE TREATED t;970.479.2158 l°NE G�M1ITRAGTOR�NALL VERIFY AND GOORDINATE ALL OPENWGS AND SL�EVE51"H�C7UGH FLOORS, FINISH CEILING OR ;ONC CONCRETE PTD PAINTED SOFFIT DESGRIPTION � CEILINGS, RC3t)F�,WALLS, STRUCTURAL MEMBERS AND ARCHITECTURAL ELEMEiVTS WI`fFl CIV(L, LA�lDSCAPE, ARCHITECT 4240 ARCHITECTURE INC �RCHITECTURAL.,STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTIORI, �LEGTRi�AL APVD OTFiER :OW CENTER OF WALL F� RADIUS 3003 LARIMER STREET DISCIf��.INE� DRAWIRlGS,SPEGIFICATIONS AND EX(STING CONDITIONS. LEVEL WINDQW TYPE A3 WINDOW IDENTIFICATION � ;T CERAMIC TILE RB RUBBER BASE DENVER,CO 80205 EL= X'-X° GEILING HEIGHT REFERENCE NUMBER l'H��ONTRA�TC�R SHALL PROTEGT ALL IN-PLACE ON CONSTRUCTION, LANDSCAPi�l�, �AVI(VG, UTILITIES, El'C. :PT CARPET RCP REFLECTED CEILING PLAN t:303.292.3388 f;303.292.3113 CLEAR HE�GHT � FRU� DA6viAGE DURI�IG GONSTRUGTION. ALL DAMAGED AREAS AND ITEMS SHALL�E F�ESTQR�D TCJ ORIGINAL )D DESIvN DEVELOPMENT RD RO(�F DRAIN CIVIL ALPINE ENGINEERING �0�� �qy��� CC}NL�IT14i� BY THE CONTRACTOR OR SUBCONTRACTOR DAMAGING SAME ENGINEERING 34510 U.S.6 UNIT-A9 1 Q1 �. )IA DIAMETER FZE: REFER TO DENVER,CO ROOM IDENTIFIGATION �hIE CONTRACT�R SHALL�UBMIT PROPC)SEQ SUBSTITUTION OF SPECIFIED M,41"EI�IAL�I F'RQDUCTS TC}THE )� DEFLECTION JOINT REQ'D REQUIRED 970.926.3373 � �R�NITECT FUR REViEW, !N,4CGORDANCE WITH PROGEDURES DESCRIBED IN THE SPECIFIGATIOI��. SURVEYOR PEAK LAND CONSULTING,INC. DRAWING NUMBER �• )S DOWNSPOUT RC} ROUGH OPENING 1000 LIONSHEAD LOOP ROOM NUMBER TF-IE CONTRACTQR SF-lALL SUBMIT SHOP DRAWINGS, CUT-SHEETS,AND SACv1PLES WFiEfV REQUlRED BY�HE )�/G DRAWING f�(3W RIGHT OF WAY VAIL,CO 81765 SP�GIFiCAl'IQi��, FC3R REVIEW BY TFiE ARCHITECT PRIOR TO COMMENGWG WITH f�ELAI"ED WORK. 1 Q. E) EXISTING RS RUUGN SAWN t:970.476.8644 X X BUILDING SECTION REFERENCE RLL WQ€�K SHALL BE ERECTEQ PLUNiB, LEVEL AND TRUE-TO-LINE IN ACCORDANCE WI�H �EST PRAGTICES OF STRUCTURAL MARTINIMARTIN,INC. XXXX XXXX ��'� �� TQ-fE l"RADE, f+�ANUFACTURER'S IN�TRUCTIONS FOR THE PARTICULAR PRODUCT,A6�L� �,fV AGCC?RQANCE WITN -J EXPANSION JOINT S� SOLID CORE ENGINEER 12499 WEST COLFAX AVE. RE:X/A4XX UNIT IDENTIFICATION TH�aPECIFfCATfQRlS. :L ELEVATION SHT SHEET �AKEWOOD CO3 80215 SHEET NUMBER ��� :�EC ELECTRICAL SIMI SIMILAR t:303.431.6100 � T'FtE CQNTRACTOR SHALL M1IOTIFY ALL APPLICABLE LOCAL GOVERNMENTAL AGENCIE�WHER6 Tf-IERE IS A NEED NiEP BEAUDIN GANZE CONSULTING FQF�Ah! I�1SP�CTIQ� REQ�IIRED BY THE APPLICABLE CODE OR BY THE AUTt-�C}RITY FIRVING JU131��I�TIC�fV. :LEV ELEVATOR Slf' STRUGTURAI� INSUL,AT�D PANEL. ENGINEER ENGINEERS,INC. ENLARGED PLAN ��� :PS EXPANDED P(�LYSTYRENE FILL �S STAINLES�STEEL 222 CHAPEL PLACE UNIT AG201 DRAWING NUMBER REFERElVCE THE CQf�TRACTQF��HALL BE RE�PONSIBLE FOR THE SAFETY AND CARE OF ALL P�(�S(JNNEL AND OF A�J�CEP�T PROPERTIES DURING Ct)NSTRIJCTION, FOR COMPUANCE WITH FEDERAL ANC�STATE O.S.H.A. :Q EQUAL �T� STANDARD AVON,CO 81620 F���UL.AT{C1NS,AND FOR THE PRQTECTIOfV OF A�L WORK UNTIL IT IS QELIVEREQ TC3 TFiE t�WN�R. t:970.949.6108 X WA�L SECTION REFERENCE �� �D FLOQR DRAIN STL STEEL X� _� �������A�-�����s�G�� �EC FIRE EXTINGUISHER CABINET �TRUC STRUCTURE(STRUCTURAL} LANDSCAPE MARY HART DESIGN REVISION NUMBER 1 REVISION NOTE REFERE�JCE �� ARCHITECT POST OFFICE BOX 8528 SHEET NUMBER EX��F'ciOFZ WA����1RE DIMENSI(�NED TO OUTSIDE FACE OF META�STUD�, UNLE�i I�QICP,T�C�CITHERWISE �H FINISH HEIGHT T TRANSFORMER BRECKENFiIDGE,C0 80424 1�. �IN FINISH TG TEMPERED GLASS t:970.389.3583 SHEET NUMBER -� 'I I o�'�O'I ��. IR1T�F���R PARTiTI�h4S ARE DIMENSIDIVED TO FACE OF GYPSUM BOARD, UNLESS !t�[�IC�T�D QTHERWISE. :F FINISH FLOOR T.O. TOP OF �"' ° �� �' • � MATCHLINE DRAWING NUMBER -� X TH� IN�IC�E FA�E C1F D(�OR JAM�S�HALL BE 5" FROM ADJACENT WALL�R FINI�HE�C�LUMN, IJNLES� �R FIRE RESISTANT T.O.B. TOP C?F BEAM oRawiN� :�1 / A101 e��scA���c��r���w���. NUMBER �7. �RP FIBER REINFORCED PLASTIC T.(a.D. TOP OF DECK SHEET NUMBER XXXX EXTERIOR ELEVATION REFERENCE WFiEF�E NEW WC7RK HP�S DIiTURBED PREVIOUSLY INSTALLED OR EXISTING WORK Oi�FINISHES, �UCN AREAS �RT FIRE RETARDANT TREATEQ 1'.t�.R.D. TOP OF ROOF DECK - GRID LINE �HALL BE REWORKED AN�tQR REFlNISHED AS REQUIRED TO MATCH THE ORIGINf�L CC�(V�II"ION OF THE AREA PRl�R�"Q THE I�I�TURBf.NCE. �RTB FRONTAGE ROAD TRANSIT B111�QIR1G T.Q.F.L. TOP OF FLaOR DECK ��_,� x:t EXIT PATH 1�. :O FACE OF T.O.F.F. TOP OF FINISH FLOOR `�� EACH MI��ELLA�JE�US ITENi OF GUTTING, PATCHING OR FITTING IS N(JT NECES�,4k�ILY IfUDIVIDUALLY �VC FIRE VALVE CABINET T.C}.C. TOP OF CONCRETE D��CRI�EQ !fV TFi�DUC�JfViENTS. TNE ABSENCE OF SPECIFIG DESCRIPTIONS OF Cl.lTTING, PATCHING, OR � � DRAWING(VUMBER --� X � � � � � � � FIl"TlR1G REQUIREQ TC7 PRUPERLY ACCOMMOQATE THE SCOPE OF WORK SHALL 6VQT R�LIEVE THE �XT FIXTURE S T.C?.P. T(�P QF PARAPET � � � 1 HOUR RATED ENCLOSURE CONTRACTOR OR SUB�gNTRACTOR FROM THE RESPONSIBILITY TO PERFORM SUCf-�1NORI4 AS REQUIRED Tt� � } U X XXX X INTERIOR ELEVATION REFERENCE ACHIEVE THE bESIGiV INTENT UF THE PROJECT. � L �'`�.. �ALV GALVANIZED T.Q.R. TQP OF RAIL � � � � � • � 2 HOUR RATED ENCLOSURE `�9. ;WB GYPSUM WALL BOARD T.Q.S. TOP OF STRUCTURE � � (, � SHEET NUMBER X Nf�T��APPEAR ON DIFFERENT SHEETS FOR DIFFERENT SYSTEMS AND CONSTRUGTIC�N MATERIAL. ,4LL � iFiE�l"5 ARE TO BE REVIEIIVED�lND NOTES ORI ANY ONE SHEET ARE TO BE APPLIEC�TCl ALL R�LATED �C GENERAL CONTRACTOR l'YP TYPICAL PROPERTY LINE � � � � �.-� � ' CDR�Wl�IG�AND�ETAILS. ;FRC GLASS FIBER REINFORCED CC}NGRE�'E U.N.C}. UNLESS NOTED OTHERWISE � � CCS � 20. �--�` DET,41L� �Ii�T�F§(�W(J ARE SIMILAR IN CHARACTER AND QUALITY TO THOSE C?ETAILEC?. 1�IHER�SPECIFIED iG HANDICAPPEQ AGCESSIBLE VCT VINYL COMPOSITION TILE � � - � � DBfV1�NSIONS, DEl�AILS, OR�ESIGN INTENT CANNOT BE DETERMINED. THE COf�TRAGTU(�SFiALL N01'IFY TNE DRAWING NUMBER AE�GHiTEGT iMfVdEDiATELY FUR CLARIFICATIO�IS PRIOR TO PROCEEDING WITH itVQR�. iDWR HARDWARE VERT VERTICAL � � � � 21. iM HOLLOW METAL VIF VERIFY IN FIELD X DETAIL.SECTION REFERENCE � � .� � ALL EXl"ERIOR SOFFIT�SFIALL BE CC}NSTRU�TED WITH RIGID FRAME MEMBERS A�lf��FiALL RESIST UPLIFTING XXXX WlND LQAC�S OF AT L�AST 1.5 TIMES WIND PRESSURES. 10RIZ HORIZONTAL W/ WITH 22. iP HIGH POINT WL� WOOD � � � � SHEET NUMBER .� ELEVATOR SHAFT VVALLS SHALL WITHSTAND MINIMUM INWARD AND OUTWARD AC�"If�G PRESSl,1RE� IN 3T HEIGHT 1N.0. WHERE(3CCURS � C!� � AGC�RDARICE WITH TFiE Mt�ST RESTRICTIVE REQUIREMENTS OF EITHER l"HE�PE�IFI��1"ION� � � � (SEi,TIOf�Q9-02-60}, MANUFACTURER'S RECOMMENDATIONS OR APPLIGABLE CC}DE�. D INTERIOR DESIGN W/O WITHOUT � � � 23. 5S ISSUE WP WATERPROOFING � � � � ALL DI i�IMiLP,F�METALS SHALL BE EFFECTIVE�Y ISOLATED FROM EACH {aTHER TC3 AVOID NIC}LECU�AR � �,'�,, �REAKD�WN. .HPG LIONSHEAD PARKING GARAG� �1VWF WELDED WIRE FABRIG � 24. � ,�FIf�I�H QR FIRE RA�flt�� ON A WALL SHALL MEAN THE ENTIRE LENGTH AND FiEIGFiT QF WALL IS TC} �E �P LOW POINT � C� 1 V 1������L ��1 i/1��L� Flf�I�HED E�Ft FIRE RATEC�AS INDICATED. JIACH MACHINED 2�� �DF MEDIUM DENSITY FIBERBOARD TH�Fi�A�AND BASE CC}NDlTIONS OF ALL FERE RATEQ WALLS SHALL BE TERtVIIi��,TE�WITH llL�APPROVED L�E�IGf��ANC?MATEI�IA��. nECH MECHANICAL 26. IIFR MANUFAGTURER �aC�PE�QF WQ�K C�N TFIE DRAUViiVGS NOTED AS"NIG"ARE"NOT IfVCLUDEQ I(V CO(VTF�CT.° IT T L I I �7. niN MiNin�un� AI�(..FL(�QR EL�VP+TlONS ARE TC?�"OP�F STRUCTURAL CONCRETE OR TOPRI�IG SLA�(�R TOP OF�UBFLOC}C nTL METAL �� - - EARTH . •� - -< a, .^;e"=-.'e CONCRETE ALUMlRIUNI -. . GYPSUM SHE�TNING (IN WQOD C(JNSTRIJCTIC?N)UNLESS INDICATED OTHERWISE - <•, ��"- ' " ' - .= BOARD 28. �R MOISTURE RESISTANGE - - � �" •°� � "°a�, ^ ° � � A��R�OF ELEVATIOf�S A6�E TO TOP OF ROOF SHEATHING UNLESS INDICATED OTHERUVI��. ROQF •_,; . <, ; � ; �: _. :,, AWP META�WALL PANEL �LEVA.T►C�RI�ARE f�OTED A i HIGH POINTS UNLESS INDICATED OTHERWISE. 29. JA NOT APPLICABLE ,.. , ....,.. -.-.... GRAVE� < : GROUT STEEL , „ ,,, ' ' ; ' i I, i CERAMIC TI�E �'�'��� � g�-C�CKIf'�G C?I�OTHER SUPPORT AS REQUIRED FOR LL WALL FLQOf� CEILIi�IG ANQ Ft0 t�C?UfVT , ;;. , D A OF ED I ; ; ' ; ; ; ; I i ; Il'EfVI�. �LOCKI{�G SFiALL BE FIRE RESISTIVE TREATED AS REQUIRED AND PERMlTTECD�Y COC}E. ` �, ` ' `.. .. � ! ii i � i � I � ; 30. ` � � � �' ��' i � ' ; ' � � SHC�I�LI�ANY Ct�RlFLICT OCCUR BETWEEfU iHE ARCHITECTURAL DRAWINGS AND 1"F9�Af��HITECT°S CC)NSULTAt�ITa�' �R,AWIR9GS,THE CQNTRACTOR SHALL NOTIFY THE ARCHITEC�"IfV1i1�E�lATELY FOR SAND OR 3�. CI A�lFIGA1"IOi�. � - GROUT CQ��l�IR6ATE PI�ACEMERl�OF AL�CEILING ELEMENTS WITH MECHANICAL, ELEGTRICAL, FIRE I'ROTECTION; " ' ° ,':, Et�t�IPM�t��'AR1C�QTFiER iN�TALLERS. WFiERE DISGREPANCIES EXIST BETW�EN C�R,4VVI6�GS AfVD FI�LD � ` ' : ,:, . , : .,._ :�:� . � , ;; ; V�IO�D GL�►ZI�IC 32. �ONDETIOfVS, GONSULT THE ARCHITECT PRIOR TU PROCEEDING WITH INSTALLATIQ�1. ' �°��� � ! ; .....:...< -- WOOD -- --------- ------ ---- ---- GLA�� REFER TO PLUIUIBiNG DRAV�f1iVGS FOR LOCATIQNS OF ALL FLOOR DRAINS,TRENCH f�Fi�INS,SUf�PS AND � ' ` ' ' ' BLOCKING ` '' ~_ �.. ; --_=------- ----- -= S11�5Qf��RAIfVAGE Ui�LESS INDICATEd OTHERWISE. IF LOCATIONS CONFLlCT WlTH ARCFiITEGTURAL �° ' ""' '` --- - - � ' �.,..�.��z�ti,�._- �• OR SHIMS 33. D4�,�V1IIfJG�,TH�CQBVT@�r'�GTC}R�HALL N(�TIFY THE ARCHITECT IMMEDIATELY FOR�LAF�Sl�ICATlQN. -----_.._.------.__--------�--- -- . � � .. ` ,,.,.; ,,....�• PROJECT AREA �/d►.�9���� \,.;:` . ;�;�r.,�a� .: ' - 2 CONSTRUCTION 04 FEB 2011 ..:. AL�PE(VETRATIONS QF DUCTWQRK, C(3NDUIT, PIPING AND OTHER WORK THROUGH FIRE RAT�D ASSEMBLIES . ' � CMU CONTWUOUS :.:.. -- ---- PLASTlC 34. Sp-9P,l.L B�SEAL�D WITH UL-APPROVED DESIGN�AND MATERIALS TO MAINTAIN 1'HE �ATIRIG OF TNE ' ' � ' ! , ,��,.::._�,�>_�'�t` , ----- ------ ._..._...- --- ; WOOD ASSEtVf�LY. , ' ; , . �° ISS # DESCRIPTION DATE .. ` , �...� : , ' : i � ; � fi� ��� 3' S,• ��' ' ! ,. . , ,; , � ..�,. ,;�•..<,,,.::� TECT'S PR • --------- --------- -....------___. y ; .. .: ;: . �,_����� : :' :,�.. ..,... � ,.,:.x, ,,.�_ ,� ,.�: ARCHI OJECT N0.. 21 d64.2O 35. �4LL EQUlPMEfVT IfVSTALLED IN RETURN AIR PLENUMS SHA��BE APPROVED BY TFiE APP6��PRIATE ` ... . .��� ��'`,�\1�C,����f� �.�,a�; ���� � r �_ . »1�i \\�r. �'. .: ��\\�..,'�t����...:�t �5 GQVERRlING AGENCY FOR CC�MPLIAN�E WITH CODE. ' . �� ti , BRICK FINISH ; ° I ' . > �*�� 3 ��� �" ; : . : �.��:��,� �` ..�' WOOD T6�E C�NTRACTOR SHALL COORD(NATE A�L EQUIPMENT BASE AND HOUSEKEEPIIVG PADS WI7H MECHANIGAL, „ ���, � ;,��� � �"�;,,, ,,, , '.� � � ' ' ��.o..� ,; :���v�.x , ��.��*�� .. . ��s�w r�� ��.����A. ! ���.��r . PLtJiv��IR1G AI�D ELECT�ICAL GONTRACTORS. EQUIPMENT BASE AND HOUSEKE�PIf�G PADS TC)BE A fViINIMUfvi �,�� ' ` . r ..�... �. . . . � . � . ��. �\��*t��! ����` ' Z�iFa��- ,x, � ���'�� ... . . 36. Q�4° HIGH ANQ T�BE 1(VSTALLED BENEATN THE PROJEGTED AREA OF THE EQUIPtv1E�T AIVD IN ACCORDANCE i :�� ' °' ' � •°" � �'�����"' ` ' �: �.. .�•` _ .._.. ` .. IiVSIJLATION , ,;, .., ,; � : ., � .,,, � `�`y���� �.�1�����������a . � UVITFI THE�QUIPMENT�/IARIUFAGTURER"S INSTRUCTIONSAND RECOMMENDATIONS. a�;�,� � �""`� �`�a , ��.� ' ��`� � °�- ^ STONE - PLYWOOD � �ATT �:> � ' ��� �.a �> �.��� �_ � t��� . _ ���.�.,.:� .�„�_. . ��.: � �7. � � : � � ' �"`�arc,{ �,'�i��`n : � ''�'�� .„a ��.� `� . .._ � . � REFER TO"LlNTEL SGFiEDIJLE"IN STRUCTURAL DRAWWGS FOR ALL STONE AND�tA�OfVRY QPEIVING � ' � '""`��'�z�' . , / / � / GENERAL INSULATIOt� , � ���, : '� ` � ` r . ,�:t.i.,.t..�'. : \ �.. ,,.... .,. j /, // / �EQUIREMENTS. . � � �' ' - ; ��`r��:��; ` � , aEE STF2UCTURAL D(�1WIP�GSFOR EXACT LOCATION SIZE AND THIGKNESS QF ALL��ft�l.iGTUf�2AL ELEf�ENTS. IF ` � �� •� , �\���� h �"'� i f t�L.,.,t. , �` . �l� :, l < �TRl1CTl.1RAL DRAWlf�G� CONFLICT WITH ARGHITECTURAL DRAWINGS,THE GQNTRA�T'b�R SHALL(VO�(IFY THE ' „���> ' �������.�a� ���� ` � '� " � ' � PLYWOOD � � � BOARD •. ��`.. ; >: ' ; DETAI� ' INSULATION ARCHITEGT IMNdEDIATELY FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. �����;�,� ���„ � �k�� � � I ..� �v� \�\ti � az��aaza.���? � AREA D . ,.. ' ' , ; . � .. .... , �:`\`�`,�\ ` ��r;�,�`�,,.� � . `�.��,,�\ ��t����� � �, _ ..... -- , _... ...._ .... SPRAY FC)AfVi , , . , . > , � � � \ ��. q�.�z��:a ,; � ° F���c<t:� ♦�: _ ....._ - - --- --- ;:. .,�... �,,� `\ irv�uLatio�v .. . •;.� KEY PLAN _. ..... __ . . � , _ : t , , _. . , , ; �.,: : � . ;' �,:.� . . .. . . � . . � � � �. � . � . . . . . � . . . . � . . . . � � � . � . � . � . � � �\ �L���; \t=`�t .� � � . . � . . . . . . � . . . . . . . . . . . . . . . . }�ii�P♦ .\lC����. �� . . . � . . , k ,� ` � .... y: . J �`� GENER NF N : , .. :. ..... , �� AL I ORMATIO �� �� � �..�.....�..: C� � �� \�7 � �. N . . . . . . . . . . . � . . . . . � . . ��5,� G..a �..�Pd�� . . . � � . �� . � � � . . � � .. � . . . � . . . � . � � � . � � . . . . . . . . � N � � . � . . . . . . . . . � ��-'�� . . . p � � . .. .. . � . . : . . . . � . . . . �: . � . . . � . � . . . .. . . . . .. � . . . N . . . . . . . � . . . � � . . . . � . � � . � . � � � . ..�� N . . . . �. . . � � .. .� . . . . . . � . � . � � �R��� � �� G� . . �w, �'. � � , � � ,� � .. � . . � � . . . .. . . . . . . . . . .. . . . . . . . . � . � . . � � . ��C`.t�'"'N`" �^'�R . . . . . . . . . . . . � �. . . .. � � . . . . . . . . . . . . � . . .a""; t"E�� �� � . �,. , �st ' . . . . . � � � � . . . . .. . . . . . . . . . . . . . � . . . � . � . � . r :;�� � ��d � ' �. � . P -C . . . . . . . . . . . . � � . � � � . � � � �. . . . � � . � . . . . . . �. . .. . . . .. . . . � . . ,:.�'��" :�` �.€ �,�.����:. t' � � ��.,�. :���,� ��� �. � - .rt� - ���,� � � .� � �w �fi.�xr�LR�. � ,�{ Y.' 6.AP�LiG L������ �� �������a{`t��� � � ARCHII�EGTURAL DESIGI� 2009 INTERNATIONAL BUILDING CODE (IBC) � ��N� �a• ` „ ' �' � STRUCTURAL DE�I�N 2009 INTERNATIONAL BUILDING CODE (IBC) � � �»x��' '" ��•' � MEGHANICRL DESIC�(V 2009 INTERNATIONAL MECHANICAL CODE (IMG) ���� � �� PLUM�IN� DESIt�CV 2009 INTERNATIONA� PLUMBWG CODE (IPC} 11.OCCUPANGY LC3A�a (PEF�I�C�6S,�L��004.101} ��`��r'r�' Q �� � � ,r�.�`� � �� ELECTRICAL DESI.�'.�N 2008 NATIONAL ELECTRICAL CODE (NEC) �h��'' �ai`�� � �, �� � FIR� PRC?TECTIQN QESIGRI 2009 INTERNATIONAL FIRE CODE (IFC) REFER TO SHEETS G1 Q1 AND G102 FOR UCCUPARIGY LOAD QIAGRAMS AND REQUIREMENTS �`�" � � � `� � ......����� .. ,�' ENERGV CONSERVATION 2009 INTERNATIONAL ENERGY CONSERVATION GODE (IECC) � A�GESSA�ILIT� 20Q3AIVSI117.1-2003 y2. ACCESSIBILIT`f �' 7 TITLE II ADAAG j TWO MEANS OF ACGESSIBLE EXITS PROVIDED VIA TWO AT-GRADE EXIT DOORS. capyright 2011 �� PER IBC SECI"iC?IV 1007.3 EX�EP1°I�NS 1 AN�2, EXIT STAIRS DO NOT REQUIRE AREA OF LI.ZLf.O ArCh I�eCtU re I Y1C. ' y. ��8������������: REFUGE NOR 48"CLEAR BET111tEERl HANDRAILS WITH SPRIRIKLEREQ BUILDING. ; 395 EA�T�IC��ISNEAD CIRCLE,VAIL, GOLORADQ, 81657 _ __ _ , PER IBC SECTBtJIV 1007.3 EX��PI°BfJN 5,AN AREA OF REFUGE NOT REQUIRED AT OPEN OWNER TOWN 4F VAIL � PARKING CARACE. DEPARTMENT OF PUBLIC WORKS ,` 2.E3��t9P�hI�Y�[�A��IFB�AT'10lV: 1390 ELKHORN DRIVE + ' LIONSHEP�D TRANSIT WELCQME CENTER : GROlJP A 3 PER IBG SE�TIC9fV 110'7.2s1,ACGESSIBLE ELEVATOR EGRESS NOT REQUIRED. PARKING VAIL,C081632 � E X I S T{�I G l�I O N S H E A D P A R K I N G G A R R G E A N D S T O R A G E: G R O U P S-2 O P E N (C L O S E D O N L E V E L 1}fi,N D A��E s�6'J R'( U S E GARAGE IS O(VLY 3 STC3RIES ABOVE LEVEL(�F EXIT DISCHARGE AND WELCOME t:970.479.2158 y �, CENTER IS ONLY 3 STORIES ABOVE LEVEL OF EXIT DISCHARGE. PER IBC SECTI1027, � �� ��aL�������'�: THE EXIT DISCHARGE IS AT GR�DE OR PROVIDE DIRECT ACCESS TO GRADE. ' LIOIVSHEAQ TF�ANSiT WELCQME GENTER :TYPE I� FULLY SPRINKLERED (NFPA 13} ARCHITEGT 4240 ARCHITECTURE INC �f E7CISTlNG LIt�N�HEAD PARKING Ca,4RAGE PARKIN.C.z GARAGE: I�YPE 1� (BASED ON TIER SIZE} M11C�f�1-SPRINKLERED PER IBC SE�Ti67h1 1007.$,TWC)WAY C�MMUNIGATION IS PROVIDED AT ELEVATOR BACK 3003 LARIMER STREET � DENVER,CO 80205 TO°CENTRAL CONTRC}L PQIRIT LC�CATIt�N". t:303.292.3388 f:303.292.3113 4. FI�E�6�°f�l�l°: VAIL FIRE DEPAR�T�/IENT 13. PLUMBING FIXI'lJRE R�C�i11R�hflEN°f�a CIVIL ALPINE ENGINEERING E ENGINEERING 34510 U.S.6 UNIT-A9 5. �116L�IfV� Fi�l�hl°f.�t����EA LI(NITA'fIC1NS: GROUP A�3: (PER I��SE�TIC�IV 2902.1) DENVER,CO $' 970.926.3373 � US� GRt�UP CQNST. CLASS A��OWABLE AREA a'd ACTUA AREA ALLOWABLE NEIGNT � AGTUAL HEIGHT � FIRST FLOC3R: TRANSPQRTATION FACILITIES SURVEYOR PEAK LAND CONSULTING,INC. ° ,0.a3 �� UNLIMITED 7,361 SF 7 160 Ff; 11 STORIES 48'-1 1/2";3 ST(�RIES� SECCaND FLOQR: AUDITORIUMS W/Q PERMANENT SEATING 1000 LIONSHEAD LOOP i, 7 1� 9� UNLIM ITED 2,2 0 0 S F �60 F T; 5 S T C}R I E S 48'-1 1/2"; 3 ST ORIE S" VAIL,C081765 ��L�: REQUIRED : PROVIDED t:970.476.8644 j �-2 {� UNLIMITED/12 TIERS 373,560 SF UN�IMITED X'-X" �tVATERCL4SETi: 2 5 �; (62,260SF PER TIER X 6 TIER�) URIRIALS: 1 2 STRUCTURAL MARTINIMARTIN,ING. a PER I���"A�LE 503 AND�ECTION 506 L,4VATORIES: 2 5 ENGINEER 12499 WEST COLFAXAVE. x �' PEF�1��1°,4�LE 503 AR1D�ECTIC�IV 504.2 DRINKIf�G FQU�TRINS: 2 4 LAKEWOOD G0.80215 �, t:303.431.6100 'g � PER I��SE�l'I�.lN 50201 FEIN�E. ' x VVATER C�QSETS: 4 7 MEP BEAUDIN GAN2E CONSULTING > d PER i���E�TIOh1406.3,OPEN PARKING GARAGES AND TAB�E 406.3.5 �AVATORIES: 2 5 ENGINEER ENGINEERS,WC. � � EXGLUDING UNOCGUPIED TOWER (64'ABOVE EAST LIONSHEAD CIRCLE) 222 CHAPEL PLACE UNITAG201 ' TH� NEW WELCOME CENTER P(aRTION OF THE BUILDING ALONG WITH THE EXISTING GARAGE C�ACV �E CONS@ERED ONE BUILDING PER AVON,CO81620 � ������1°IO�503.1.2 AS THE HEIGHT OFEACH �UILDING AND AGGREGATE BUILDING AREA QF ThE PQFiTIONS C�F THE BUILDING ARE WITHIN FAMILY/ASSISTcD-USE TUILET PROViDED PER IBC SECTION 1109.2.1 WHEN AGGREGATE t:970.949.6108 THE LIPVIi i FaTIONS tJF TA�LE 503 AS MODIFIED BY SECTIONS 504 AND 506. OF 6 OR MC}RE C�ALE ANQ FEMALE WATER CLOSETS ARE REQUIRED. CLEAR FLOOR � SPACE OF 3Q"X 4�"PROVIQED BEYOND DOOR SWING: LANDSCAPE MARY HART DESIGN T 6. ��8�7'g�l�C,A��C,�{3P�(VI�lC�a �dA��l6LAT"IQN�/9,S-DESIGNED : ARCHITECT POST OFFICE BOX 852$ 'a; BRECKENRIDGE,CO 80424 $ FIRST FLQOR TQTAL PERIMETER L=1,226 LF t:970.389.3583 ��, GIf�EAR LENC�TN C}F PARKING GARAGE OPENINGS L=634.6 LF ' PERCEf�TAC�E OF C7PENING TC�LENGTH OF WA�� 51%(IBC SECTION 406.3e3e1 REQUIRES NIINIMUfVI QF�0%) _ �9 �EGC�RlD FLC�C7R Tt�TA� PERIMETER L=1,226 LF LINEAR ���(GTh1 OF PARKING GARAGE OPENINGS L=692.7 LF PERGEf�TAGE OF OPENIRIG TC}LENGTH OF WALL 56%(IBC SECTION 406.3.3.1 REQUIRES MINIMU�/I C?F 40°/a) FIRST FLC}Q� PERIMETER WALL F�REA A=13,486 SF AREA C�F PARKING GARAGE OPEfVINGS A=3,144 SF FERCENTAGE QF C�PENING TO WA�L AREA 23%(IBC SECTION 406.3.3.i REQUIRES MINIMUM C)F 20%} ScCt�ND FLOQft PERIMETER WA�L AREA A=13,741 SF � � AF�E6�OF PARKING GARAGE OPENINGS A=3,164 SF P��, � PERGENTAGE C}F OPEIVING TO WALL AREA 23%(IBC SECTION 406.3.3e1 REQUIRES MINIMUM OF 20%} �.i, � .� �, VVITH 4'RE�tAILING WIf�DS FROM THE NORTHWEST AND THE OPENINGS ON THE NORTHWEST�ND SOUTNEAST,THE EXISTING GARAGE � � U � � � F PORTIC)N QF THE STRUCTURE CONTINUES TC3 QUALIFY UNDER IBC SECTION 406.3.3.1 AS AN OPEN GARAGE SINCE ITS OPENINGS � ��'' � � � ARE EQUALI�Y DISTRIBUTED ON TWO OR MORE SIDES ANQ THE OPENING AREA IS LEAST 20 PERGENT OF THE TC}TAL PERIMETER M W � � ���", lrtf,4�L/�RE�O. � _ 7e���t1�A�1CY����Al°I�R9 REC�IiIREIUIEfVTS PER IBC TABLE 508.4: � � � ��2 TQ��3: 1-HOUR(DUE TO NO AUT�MATIC FIRE SPRINKLER IN GARAGE) ��2 TO IfV�I��NT'AL 11�E: 1 HOUR OR AUTOMATIC FIRE SPRINKLER SYSTEM � � .O � AND PROVIDE SMQKE SEAL AND SELF-CLOSING DOORS (IBC 3Q2.1.1} �,3 TO E: NQ SEPARATION REQUIREMENT w � � � i � � � U 8. I�EC�III�EC9�IR�RE zl�l°ANCE RATIIVC�(If�l FIOUR$�, PER I�C TABLE 601: (�j ., PF?IMARY STF?UCTURAL FRAf�E* 2 HR � � W = BEARINC��N,�LLS, EXTERIUR 2 HR � � � BEARIf�!(a WA,L�S, INTERIOR 2 HR � � �- fVON BEARING itt1A�LS AfVD PARTITI�NS, EXTERIOR(IBC TABLE 602} REFER TO DIAGRAft�O�! �Fi�E°f G002 � � C� NC3N BEARl�IG tlVALLS AND PARTITIONS, INTERIOR 0 HR � ('� SHAFI"S Af�D ELEVATQR NOISTWAY(IBC SECTION 708.4) 2 HR FLOOR CC�NSTRUCTION AfVD SECONDARY MEMBERS 2 HR RCJOF CUNSTRUCTIORI AND SECONDARY MEMBERS** 1 HR OPENING PROTECTI�N, EXTERIC}R DOORS AND WINDOWS REFER TO DIAGRA(UI ON �6iEE1'G002 �TAIR ENCLOSURE (9B�SECTICIIV 1022) 2 HFf ELEVATOR MEGHANICAL ROOM {i�C SECTI�N 3006.4,EXCEPTION 1) 1 HR *NOTE "a" UNDER l��'fA�LE 601 STATES THAT FIRE-RESISTANCE RATINGS FOR ; PRIf�ARY STRUCTURAL FRAME AND �EARING WALLS ARE PERMITTED TO BE REDUC�D TC?1-HQUR VVHERE SUPPORTING ROOFS ONLY. : � *�R!(aTE"c„FRQM 1��"fA�LE 60�8 STATES THAT IN ALL OCCUPANCIES, HEAVY TIMBER ' SHALL BE�L�OWED WHERE A 1-HOUR OR LESS FIRE-RESISTANCE RATWG IS REQUIREL. ��I�I��SE�1°��t�70�.2, EX�E!'TI�N 7,THE PROTECTION OF AIR TRANSFER OPENINGS Al"THIRD FLOQR FRC�M SECOND FLOOR MECHRNI�AL IS AL�OVVED TQ BE UNPROTEGTED. HOWEVER,THE OWNER(TOWN OF VAIL) H�S �EQUESTEQ THAT THE SECOND '�' FLO(�R BE Ct�lVSTRUCTED TG ALLQW THE FUTURE CONVERSION OF THE SPACE TO"GRUUP B"OCCUPANGY. THRQUGH TNE USE OF DAPUIPERS IN THE THIRD FLOOR ASSEMBLY,A I-HR RATING HAS BEEN MAINTAINED AT THE FLO(�R ASSEfVIBLY TO r; �CGC7MC?D�TE THE �CGUPANCY SEPARATION REQUIRED BY IBC TABLE 508.4. �! ; I�G�c�7'l0(V�05.�A�.LQWS FOR THE ROQF PROJECTION OVER THE EXISTING GARAGE PQRTIC)I!I C�F THE STRUGTURE SINCE THE BUILDIIVG I�WITHIN THE HEIGHT AND AREA LIMITS SPECIFIED IN IBC CHAPTEI�5. �. 4 ' 9a. ���E���GO�iM�fV�ATFI t;}F E�RES s Y�A!/EL: _ �: �RQIl6��: SHALL NOT EXCEED 75 FEET;SHALL NOT EXCEED 30 FEET FROM ANY SE,4T TO,4 POINT WHERE AN '�; 7 B.D. RESPONSES 11 APR 2011 ± QCCUPANT H,4S A CHC)ICE OF TWC3 PATHS OF EGRESS TRAVEL TO TWQ EXITS (I���E�TIOfd 101�.3 AND 1028.8} � 3 ADDENDUM 1 18 FEB 2011 �RC9l1F�E: �HALL NOT EXCE�D 75 FEET(IBG SECTION 1014.3) 2 CONSTRUCTION 04 FEB 2011 ; ����P�� �� k � , , y t�Fttll9F�S: SHAL�NOT EXCEED 75 FEET(iBC SECTION 1014.3} °� " � ; ��..�,��k �`:��.,r k , ;.,� r� ISS.# DESCRIPTION DATE � , � � � _ �� q�� ,�� y ° �_'� ° ,".� ,. ; 9b, �C��E��� ti�A}Cinl@�fVl°f�AVEL�iSTAfVCE T'O EXEI'ACCESS: �""��„���'°"1 ,���` }� . � _. ARCHITECT'S PROJECT N0.: 2'I 064.20 x } �FtC?UP A: 250FT WITH SPRINKLER SYSTEM (IBG TABLE 1016.1) ����s.�„�x� � ,� � ,� � �.. �� ..4 �..�._. ; w...�_ ..... ,. _ �F80UF'�e 25QFT W ITH SPRIRIKLER SYSTEM (IBC TABLE 1016.1) ° ��.��-...�..,�m '�, � .. ; ��.v .��... �� �.. _ ._.�_ . . . �i�OUP�w2; 3�QFT WITHOUT SPRINKLER SYSTEM (IBC TABLE 1016.�) �° ...� ,w�...._._ , , „.w__.. �' 10. FI���IJ��RE�S1�fV?�El'EGT'!ON SY�TEIVI �' , ; F9�E�E�iA��N1�P�T'A�GES�: FROM SOUTH SIQE OF FACILITY. .,�.,� . � � F� �' � � �-�- � FIRE AL.AF��li t�AhlE�: LOCATED ON FIRST F�OOR OF WELCOME GENTER ,�, �TA(VL�F'ii���`t��'��11: NOT REQUIRED AS FLOOR LEVEL OF HIGHEST STQRY IS NQT�/fC�FtE THAN 30 FEET ABC)VE THE A�� �. � ����`� �� L�WEST LEVE�OF FIRE DEPARTMENT VEHICLE ACCESS. I� � FI�E�PRIt�ECLEF�; fVFPA 13(IBC SECTION 903.3.1.1.y) � � �� ��r�, BUILDING UTILIZES FIRE-RATED OCCUPANCY SEPARATION IN DESIGN OF BUILDING SO AS TC)NOT REQUIRE SPRIIVK��RWG IN KEY PLAN EXISTIRIG P�RKffVG GARAGE PORTfON. REFER TO SHEETS G101 AND G102 FOR FURTHER INFQRMATIORi. , ' �_ CODE SUMMARY � x � � � . . M� . � . . . , . . . . . . . . . . .. . . . . . . . . . . M � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . �� � � €� ``' o �p � N . . . � .. . . � . � . � . . . � . . . � � . .. . . , � � � . : {". . _. .. . . . . . . . . . .. . . . . . . . . i'��.. � . � .... . . . . ... . � � . � . . . � . � .. � . � � . . . . . . � � . . . . . . . . . . . . . i ,�,. . . . . . . � . . � . . . � � � . . . . . . . � � . . . . . . . . . . . . . . . . . . � .. .. . f,,,.. . . .. . .. .. . � . . . � . . . � � � . � . � . . � � . . . � � . . . . . . . .. . . . . � . � . � . . .. . . . . . $�: . . � . � . � . . � . . . . . . . . . . . . � . . � . . . . .� '�,. � . . . . � . .. . . . . �� . . � � . . .� . . . .. � .. � . . . .. . . . � I ,'�: d ,� , ' RESTRQOMS PUBLIC Lt�CKERS . � FIRE A�ARM FUNCTION: PUBLIC Fl1NG1"iC�N: �OGKER ROOMS s�z�� °�'°� � � ;�:�; 7 CONTROL .�`" �,µ,����b�� � P SKI AMBASSADOR LOCKER � ��y ��' �n.. �� z PANEL OCCUP'AfVCY: ACCES�ORY ��GU�AtVCY: A3 � ��:.; �� �r`� FUNCTION: LOCKER ROOMS AREA aU�TOTAL: 536SF �FtEA�U�1"O�'AL: 276 SF �,��,� a� � �'; f -� ____ _. _ C�CCUPANCY: A3 ' �� \ ��\�� ������.�5''' ,�� � _ _ � �' ��'°°g�§!.Sr�.�� � x �^.� '�':�.��.�. \ ,\ � \ \ \\\� LoAD Facro �oo sF L � � 5a sF �� � ��, ,;\,��.� \ \..\�,�• occu���r�oa�o 2 ���u��r��Lca�a�: s �_ �� ��� : ::� � .�� ' � AREA SUBTOTAL: 275 SF \� ,,.\\.��``••\���, � �� 2� z ,� s�r :; .,• � \����:\���\��\�\\�� " GARAG E � LOAD FACTOR: 50 SF \�\��\\��ti`�\;���� � ��•\����, ��\�\� � : .� �a �r �. \�.:\\ � � �.� � r� � �Y,it�.�,*'� �a<< trr� \�;\\�.�\� . OCCUPANT LOAD: 6 ,: s \���. ���\�\�\� :: � STAIR 1 � z�, \� �\\��`\ ` > �\��\���\�ti� . � ; ' ` <. � � : ������ ���.��� \\ ::. , ; B �.�,� � ,F� ; ��\�� � T'�T?�L EGREa� LOAC1: 173 ���' � d \,, t\;;\.`,.���\ � REC�'L� �O�Ft VVI�ThI: ,` ""a�{�; . �- ��:�`� ? �� ��\��\..6 / �:.� '� ��'�� k� � � s� � : ' \ \�\\�����. _ ; . �\����.,.����. ' ; o � .20"/UCG 34.6"�86°ACTUAL �,�:�. ���` � �� .�� � _ _ _ < .;. \.,�, ��.`\\�' : < REC�'�}�1'AIR ViflDl'H: a � ; .�,� ��; ���..�� ` � — z...._.; ~ ------ ---_- ; , .\\\\. �..x � a ,: „ . � . � . ,��\\��.��\\ < i �� � \ �,\\�``\��. 9 � � � � < \ �� \ , _ . � 30"/OCG 51 9"�54"ACTUAL � �``�\\���� ' �, � ; \`��`� � : e o� .��` j � copyright 2011 # \�� . � s QO / ' � STORAGE&MECHANICA� '��� \ \ ; s, � �/ q.ZLI.O ArC�I�eCtU�e I I�IC. � � � / o 1 FUNCTION: - �\�� � 6� ��� � o �, _ w _ o � WNER TOWN OF VAIL OCCUPANCY: S-1 .���� <. ,.. 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FROM t 97 9 6108 ,, ..�- �sov� �f' � \. � \ �. � LANDSCAPE MARY HART DESIGN 6� � p ;: \ �.. . � � �„ .�°°'� �7 130 ARCHITECT POST OFFICE BOX 8528 / �4/ � ; � � BRECKENRIDGE,GO$0424 �� <c.�/ \ � /.� °'� . t:970.389.3583 J o� V � � , / � � . - .. � EXIT�HPG � � 7 0 '�� KNOK B(�X � � 134 �/� ..- �� Y ANRIUNCIATOR � �� /° PAf�E L �" s Fi6�E DERAFtTIIAEfVT r�'s 7 �,�'° � �hIT�Y PC11NT ,�, °'" � � � � � � � �� �fl��� 1 HR RATED WALL � � � � � ce„� �;� �„ -°"'� �• ��� 2 HR RATED WALL � .�' �' >, / �, � � � C� " LEVEL 01 �- Q � � � �...� SCALE: 1/8°_ 1,;�., �� .,.� TQTAL PARKWG IN LC�T REQUIRED MINIMUM � W ('� Q(� ,,m NUMBER OF ACCESSIBLE ' .�- SPACES � C,.� � � �. . .. . . . . . . . . . . . . . � . . � . � . . � . � � . . � . . . . . . .. 4 1 tta 25 1 � i1J � c� 26 to 50 2 (� 5� #�75 3 76 to 100 4 � � � � 101 ta 150 5 � � � (..� 151 ta 200 6 � ^ � � 2C11 tc�300 7 V,J " u01 to 400 8 � � LI..� '� A 01 ta ti00 9 (� � 5U i ta i 000 2 percent of total � 10Q1 and over 20 plus 1 for each 100 over 1000 � � � ' � M r � AREA �CHEDULE (CODE) AREA Area Schedule (Code) / TOV Parkir�g F��qs ��AQ Ca�CU�ated B. Schedule B applies to all praperties autside Vail's"commercial core areas° (as � �C� LQO-�D Fl$�T�I� L�VBI NaCTt@ /�CBa Us� fc�r (�arkin F$� ��ir�rr7ent� � aC@S defined on the town of Vail core area parking maps I and II, incorporated by � G p reference and available far inspeetion in the office of the tawn cierk): AREA NAME OCC L�6�D C/�LCIJL,�TED CiGCUPAO�CY F�1f01�Ti4��09 {�F) LEVEL use �EVEL 01 276 SF PUBLIC�OCKERS 6 6 A3 LOGKER ROQMS 50 SF �EVE�Q1 LEVEL 01 WAITING AREA 2722 SF Meeting Raams/Eating Facilities 23 Parking Requirements 536 SF RESTROOMS 2 2 � ACCESSORY PU�LIG 300 F LEVEL 01 L�VEL 01 RESTROOMS 536 SF NA Eating�rsd drirakBng establishrnents- 1 space per 120 square feet of seating floor 2722 SF WAITWG AREA 389 389 A3 ASSEMBL�°(STAIUDiNG) 7 SF �EVE�Ot LEi/EL 01 Si'OR,4GE& MECHANICAL 883 SF Nk area 275 SF SKI AMBASSADOR LOCKER 6 6 A3 �OCKER l�OOMS 50 SF �EVEL Q1 LEVEL 01 PUBLIC LOGKERS 276 SF TBD ° 883 SF STORAGE&MECHANICAL 3 3 S-1 - 300 SF LEVEL 01 LEVEL 01 SKI AMBASSADOR LOGKER 275 SF TBD Other prof�ssi�na6 and busin��s�ffic�es- 1 space per 250 square feet of net = LEVEL 01:5 406 �.EVE�02 floor area 165 SF MECHANIGAL&STORAGE ROOMS 1 1 ACCESSORY - 300 SF LEVEL 02 �-�u��Q� OFFICE 190 SF Business(�ffices 1 Theat�rs,m�eting r�orn�,�onar�ra#ior�facilities� 1 space per 120 square feet of i 169 SF KITCHEN 1 1 A3 KITCHE� 200 SF LEVEL 02 LEVEL 02 OFFICE 123 SF Business affices 1 seating floor area � 1402 SF VRD ECOFUN 41 41 14 DAYCARE 35 SF LEVEL 02 �EVEL Q2 KITCHEN 169 SF Meeting Raams/Eating Faeilities 2 �; > 151 SF RESTROUMS&JANITOR C�OSET 1 1 AGCESSORY - 300 SF LEVEL 02 �EVEL 02 VRD ECOFUN 14d2 SF Meeting Roams I Eating Facilities 12 (�rd.2(2007}§3: Ord. 2(2006) §2:Ord. 24(2005} §3:Ord. 18(2005) §2 Ord. 14 � (2004) § 10:Ord. 9(2000)§2:Ord. 26(19�2)§ 6:Ord. 8(1973)§ 14.6Q1) � 190 SF OFFICE 2 2 E SUPPORT 100 SF LEVEL 02 �EVEL 02 VRD IMAGINATION STATION 704 SF Meeting Roams/Eating Facilities 6 7 B.D.RESPONSES 11 APR 2011 � 123 SF OFFICE 2 2 E SUPPORT 100 SF LEVEL 02 LE1/EL 02 MECNANIGAL&STORAGE ROOMS 165 SF NA 3 ADDENDUM 1 18 FEB 2011 � 125 SF MECHANICAL 1 1 ACCESSORY - 300 SF LEVEL 02 �E1fEL 02 RESTROOMS &JANITOR CLOSET 151 SF NA 2 CONSTRUCTION 04 FEB 2011 � 704 SF VRD IMAGINATION STATION 47 47 14(LOAD PER A3) ASSEMBLY 15 SF LEVEL 02 L�VEL 02 MEGHANICAL 125 SF NA � LEVEL 02:8 96 LEVEL Q3 � (SS.# DESCRIPTION DATE �: 208 SF CATERING PANTRY 2 2 A3 KITCHEN 20�SF LEVEL 43 LEVEL 03 CATERING PANTRY 208 SF Meeting Raams/Eating Facilities 2 � 147 SF STORAGE 1 1 ACCESSORY - 300 SF LEVEL 03 LEVEL Q3 EVENT/EXHIBIT SPACE 1349 SF Meeting Rooms/Eating Facilities 12 ARCHITECT'S PROJECT N0.: 21�64.20 1349 SF EVENT/EXHIBIT SPACE 270 270 A3 ASSEMBLY(STANDING) 5 SF LEVEL 03 LEVEL 03 EVENT DECK 526 SF Meeting Roorrrs/Eating Facilities 5 � 59 SF JANITOR'S CLOSET 1 1 ACCESSORY - 300 SF LEVEL 03 LEVEL Q3 STORAGE 147 SF NA �' 501 SF RESTROOMS&STORAGE 2 2 ACGESSORY - 300 SF LEVEL Q3 LEVE�03 JANITOR'S CLOSET 59 SF NA 526 SF EVENT DECK 36 36 A3 DEGKS 15 SF LEVEL 03 LEVEL 03 RESTROOMS&STORAGE 501 SF NA ' ' 205 SF VESTIBULE 41 41 A3 ASSEMBLY(STANDING) 5 SF LE1lEL Q3 LEVEL 08 VESTIBULE 205 SF NA � LEVEL 03:7 353 65 G rand total:20 855 �������"�k �� �;����� � �°�������� ,�� �_:�'���,���.m '({{'� � �� �' -�' �' . . . . h� �¢ � 6f . . . . . . . . . . . . � � . . . � � . �"�'����Siy��.�� p� `' `3 a°� � . `� . � . . . . � . . � � . � . . . . . . . . . . . . . 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"}�." �i.� I .30'7C7CC= 100.5°� 13�_6��ACTUaL ` �s . ' � s m GATERING PANTRY .... � `� � ` FUNCTION: KITCHEN � °°'� copyright 2011 � OCCUPANCY: A3 � 0�,�� AREASUBTOT�►L: 208SF � O ArChlteC�Ure II'1C. �. LOAD FACTOR: 200 SF �' 4" 335 �°�, --- e� OCCUPANT LOAD: 2 COMBINED OCCP. � OWNER TOWN OF VAIL ' JANITOft'S CLOSET STAfR 1 DEPARTMENT OF PUBLIC WORKS A ' 1390 ELKHORN DRIVE e' FUNCTiON. - VESTIBULE TOTAL EGRESS LOAD. 173 VAIL,C0 81632 ;, �� (3G�UPARI�Y: ACCESSORY F!lR1�TlON: �SSEMB�Y(STANDIN ) REQ'D DOOR WIDTH: t:970.479.2158 ,, AFt��4 Sli6�i'U1"AiL: 59 SF C)��UP�f�IC�f: A3 .20"/173 OGC=34.6"<36"ACl"UAL ° � r� LOA�FACTCIR: 300 SF i REQ'D STAIR WIDTH: �� AE2CHITECT 4240 ARCHITECTURE INC , 9 _.._.__ ._ ����SU�1"Cll'AL. 205 SF 3003 LARIMER STREET ,.. ' OCCUP�NT L0�4Ci: 1 LC3/�L�FAaCT�R: 5 SF .30"/173 QCC=51.9"<54"AGTUAL � �'Cl EX°fERIOR /�� _._.-- — DENVER,CO$0205 _ c _ �� EXIT ST/�IR �� C)��iJPAfV1'LC3�4D: 41 3/4 HR DOOR t:303.292.3388 f:303.292.3113 ; ; -............... - __....... -...... ............ - _.......... _. ...,...,. .... __-... _ ..,.... _- -- -- _......_......... ... ,__ -- -..... _.....--- :.,:. .:.�` _: .. . i �� � _.__ - ._... ._ -., .... ..._... -- _.......... .: . ,.. --.._........_ _... ..,. ._____ . _ ... ..,.. ., � ti . , .._............ _,.....: ;. ,..: .. .. _ . : , ; .. , _ ,:::,. � ; .. ;' , GI ERIN . . NIT ., . _.. _ ., , ,. ' ., °" EN NE G 34510 U S 6 U A9 ,: v •: ,, < ::: ;: o ' . ,;, ,,, , '. ;.... • ; DENVER �, ,CO 0 3/4 - � 970.926.3373 �o R c � .. .. . � ;:. : � � RVEY N LTIN IN . ,, , � SU OR PEAK LAND CO SU G, C . , ,. °:: ,.. ,,. � .... : ,. � 0 .. _:.;: .. .: -:: ;<:: ; : , >: _ , :: , ;, ;. . . . . ._;. _, n�� o :: .,. : .:: : ., '.:. .. . . . . ... ... . � .:: .... - . . . . � . - ' - "' :: : � .: .. �: :: . . .: . . . ;e: . . . ; . :. :: �: ":> . . . ::• ; �; �:; � `" :. ::.; :>. ;. > : : 1000 LIONSHEAD LOOP . .. �!��M �I#�#�i�� �: ; _ ,: .;.. .,. . ,, ; ,, :: < _,��, � .: .. � . . _ :. ;.: .. :;, .:��..:::..,.�:�.��«..;:., � : ,�,.�...:.: .:... .. :;: ,., .. ,: � , , , ,�...,».,....,.....,...>,,.,....,, �..�... . ��., . � .. 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'1 _ , . ;,. �....�� .. .�;.�.� . ♦.�� , :...,. ._ .;:.�, , �... ::� . � >�. ..... :,,,. . .;... STRUCT RAL MARTIN MARTIN INC. �..�..a�.a.�\•�\��.�� .\•.�Q..:�x:�..a� , . . . .. :�`i:.:�:.::i: �e�^:�a����::i:;\�:�����.ac .,,t..:.�..�::.•>.;.a�*��\ �D N u � f .. � .:=. : :. � ..�, .� .♦ ., :' ., . \ :;:.....,i.°a�•x�;��r,��:��:�\...\:\.:.::.��4\.�.��..�•�A�:.�\�,;,�'is . . � . � � :�^a\:\�\:�\���..:��a.,t�\:�,e��o.�::,. � . . . . . ..:r ... ,. .� .:�. .t� � � , � r > `` STORAGE ENGINEER .. . . � •;z' �:�ii..��.a�...v ,\\..., .\a..�..\na,...ti\...a . ::,,.;E;:;;= ,,,,�,��.\..:,�.�����... 12499 WEST COLFAXAVE. ��...��:.:>�..,.:...:��. �..::>..�:::::.:�:�:��.>> . . . . \ � .�...,. .,t.���.,,.....��. �. •,�\.. ,�»� ��3 � . . . . r.: .\��i`3'�.��,�.\...�.:�,\. '\ .,\...:�\:.::o�•r .�� . ..,��,.�... .\���c .,�, . \ \ ,. .,a\i�c:���,ti\`r�y;\�.:��. \\�,. ,\�\. ,�.�.\\. ...�. � . . . . . : :,. .., . :�_ .'" .:, ,` . . . . :� . -�.; ... ,. ,;� , � � . . . ._. ...: ,r ,� ...... 3 'z'i€� .:\.�. ..�...........\...,��. �\....c�...�..�»\a,.�.�. ...... ,. . . . LP,KEWOOD C0.80215 �. ... .�..� .... .... .�, ..\.�� �� . _: ; ,.�: � � �. ... ,2,,. � ,. FUNCTION: - _. , � , ,....�.....�.\,<. ,,.....�.:�:.�.��........ ,,..�,.\ ......... :i..:..<. ::s.,...�\�:,\.�\..����,..,a.,,: _:\:, w.a\ ��` . . `�, �\ :\?. .\:, a��., ..\\, ..\...\.�a. ..i�\... .,:.a ,\,�,. � . . �. � 1 �.. .:...\.. ...\..�:; .c� � 35 ,... ,..�, .:\;. �:.�.. �::., ,..:;;: � .�. .� ....:.. .`::��.\�.�,.� .,:�;,; ..,.��.. ..... .,,,, :.�; �:�. . 0 .4 1. 1 0 \ �:..��� �.. t�3 3 3 6 0 .• .; :,. . . , .. � .. � :\<; �.��....,.�.. ..\, ....,��. .��,.,.�». „..;;,: . ,�;: ,.; ... ,.., , . ::i=.�....�,.,.:.........�.:.\.. ...�, .�.�.. ....,..., � .,� ..:. .,,�... .�... ,..,....,... .�.:�....... ,,,,,;,;;,,, s PANCV: AGCESSORY :.�,\.\:�:•;e>.�\a.,:\�,�.. .,.".\`�:1...,`�,,..,.a:......\�..�: �Ci�iU . . .a...;.a\,... .„.. ...,w��<c.ti� ..�,�a...aa....,...,\\, ;.���.,�. ..:. . �i ' .,.� .. � � � .,,,.. : : : �: . . . I��<z„�..,..„�.:,.:..:•\....�.,...\�... .���:�.,. „�,a ,.\,.�.?�\� � . . . ,..�.a a ..\.a. ..\.a..�:\� �\�•,�.�.i���«,,,.a,�.�,\.,��a . . . . ; � :::. . ;: •` ...' :.. � : ::.... . ., ....�. . .... . \ . . .! . .:�: . . S:>.':-::7 .., __::�: ,; .. .- :;. .......: ,.;;,: .,. .. .. .,. ,\\ \���. \�.�....��..\�\ t\.,.....\.. .,.� .,:� �� � . ,,... , _. � >:.,_. ;:::o.,... ..��. ti�;;.�.�:�.�:..��..�..���'.����:��\ ,.... . MEP BEAUDIN GANZE CONSULTING . . . . . .���;•�������zr:.�:�:\��c.�.Z..::�\..�� ?2 Z��a•a���.a\\\.� . . . ,�.,... �� ,4REA SUBTOTAL. 147 S� :�: � ,�,...�..... .,. � „� �. .�. . .:��.\.\\��,.o.,,,„ � \�.\ .�\�,•\.a���.���.....s..�� � . ..;.\a\,., `\...�\�. »�. .\ .�.�.\., . .:\�. \„\ ( ;.::,`» ��::< .' „�,...�. 1 _..�- ;; =':. . `; .: ?; � '�<._ , : ..........:.: .�... ��::....�,. .�.:.�: .......<::;:t��... ,> ....,.,;:. . EN INEER E N . .,... .:,.....,..::,.:..<....�:.:. � ...,,.,,,,„ _..:. G NGINEERS I C �--,,,. . . , ::� .�....... ,....... ...:..�.. .... , , .: . ..�.�,........:...�.. . ;: . ,. ..»,,,.. ... : «�.. ��..,.,.�::�;:.::�*::_.�:.:>�.:::, {7 ;>,.;,,,.�:::;.,,�. ..\.�..�.�...�..,..........�.,.....v �� ,:�., t.....�� \\.....aaaa�\��>....a.��.., ..,a.�..,,\.. , - , � ,;:: o ;, LOAD FACTOR: 300 SF � . ; , . � . - :: ; ,, , ,,, ; ,.:. ,.. ;; U A .: . � � - • -. . ------—- E 2 , -: A . - .,. .: � > � _.. ....__ _. . � :. PANT LOAD: 1 AVON GOE 1 P20 C .. ; r ,,. .. ::: _ . -� - •- NIT C 0 . ;, � ,• . ; ;, ' . < . � .. : < .. 4CCU 8 6 , . . , t.9 . 49.61 ����,�� � � • 70 9 08 � , �; 173 LANDSCAPE MARY HART DESIGN � �---�; EVENT DECK ARCHITECT POST OFFICE BOX 8528 � �! ; � '� FUIVCTION: DECKS B 970.389.35I83 E,CO 80424 ,. � . OCCUPANCY: A3 :.� ' ` �� * 137 l�REA SUBTOTAL: 526 SF _,:, , ; . � •` ' �' ,.: • ; ., ``�'\� LOAD FAC�'OR 15 SF : ,, , , ;.. ' •:, -: QCCUPANT LOAD: 36 ',,:: ,. . ,. ..:. � \ . � :' ;: . � . .. . . . . . .. . ;,. . � �,,. . . . ...:�� ���.:., l��� p� � . � � . . . . .. � . . . . . . . 'y � . . . . . . . � . ::.. �' . .: ':.:::;. ,: . . . �� �'.:.,.. .... .: I I _.. ..:'.:::.:� .. . . . . . . . � � � � . � . . . . . . . . . . . . . . . . . . . . . � y . . . � . . . . . . . . . � .. . . � . .� � . . � � . . . � . . � . � . . . ,_,� . � . . . . . . . � . . . � � . . � . . � . ___"" . . � . . . . . m� . � . . � � . . . . . . � . . . . . . � . � � � . � . :' . . . . . . . . . � � . . � � . � � . . � . . . . . . . �, RESTROOMS &STOR�GE �„ � ' + FIDIVCTI� : - SGALE: 1J8"� 1'-0" C� OCC�JF�AfVG°f: ACCES>ORY _ ����su��rca��L: �a-s� �-- � � o �a��F��rt��: soo s� � � � � ' C�CC�l�,4t�1"L0�4�: 2 � � � � 11J � —J p � � -; c� c� KITCNEN MECHANICAL& STORAGE ROOMS � � � '� QFFICE FIItV�TI�fV: KITCHEN FIJNCTlO�: - � � � � Fl1PVGTIC)IV: SUPPORT l���UF's4td��e A3 fJCCUPANCY: ACCESSORY � ��j., OCGl11�ANCY: E AF2��SfJ�70TALo 169 SF AREA SUEfOTAL: 165 SF � C� � ---.._. STAIR 1 � ARE,4 SUBTOTAL: 190 SF LO��Fa4CT(.�R: 200 SF LOAD FACfOR: 300 SF MECHANIGAL — T'�l"AL�GRESS LC)AD: 173 ^ \�,_ FtJhlCTlt)�V: - LSJ/�b.�F�4CTOR: 100 SF C9��l1P�NT LOA[3: 1 OCCUPA�T LOAD: 1 ___--- — , '�,,� . ��___�____o___��______ _�__—__— 273 OCCt1PAf�GY: AGGESSC?F�Y �ClJPAfVT LOAD, 2 ID'fH: ,, .24"(OCC=34.6' <36"ACTUP,L o m \ \i��. `., ?r �AI�AG�Q�CF�. �4�E�Stl��'�T'�aL: 125 SF --- .� � RESTROOMS &JANITOR CLOSET �EC�'��'f�9Fd WIDTH: � ° ^`��� e� L€��0L1 FAGI'OR: 30Q�� . ; .� _. �UNCTION: - .30"/OGC=51.9°<54"ACTUAL � '` � �C�I�PANT L��4f3: 1 � ` / �'o e �� _ OCCUPANCY: ACCESSORY ��� / ., �, STAIR 3 _. ( � � �0 � - � AREA SUBTOTAL: 151 SF � , ` � LOAD FACTOR: 300 SF TOTAL EGRESS LOAD: 344 - �0� �'�...� ----- ; ; ::. .: ; OCCUPANT LOAD: 1 REQ'D DOOR WIDTH: �< DN r > ' 1.5 HR DOOR �° � _.-_ --..__. N/A ':..- � _ � i '� i - � 0� '. ;::: ;.::: <: �: <: o�. >; _ ,::: .. ::,: :,; . .. � ;. .., ;:> ,_, ; ,<:. , ;`, .:4.r . . . . :. .. ,_ ... . .. :: ... ::. .:. .. . , . . 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RESPONSES 11 APR 2011 �' _ . , ,.\ \ � : ; ��� � ! 2 O � � . . � � � ..: :.. . : . � : . -� . .. � 3� , ,.. 3QQ . .. __. � � � _ � CONSTRUCT{ N 04 FEB 2011 ' -` ` ` �� \� �� ,. i ; , , , COMBINED OGCP. `.� ;:.: � i . �. \; �� ; : _--1,-�..�� . 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G''� �'� I � � �� I � i �f� , � � g� copyright 2011 � , � p �-, � � �I ,� ``� ii � � #� ' � � "` �k, ;i;� � �� ; € '� -�.:;� '°�� f:; �� 42�o Arch itectu re I nc. � , , • . ' /, ; � ��L_:__ � I _ '_I 75 ,� , � �� , r M �- ;'is�,�J°���� ��� I� ��µ�; ' I s , i OWNER ' �� � ` _ ���_ _,..� q�...��.��w � � �� TOWN OF VAIL ,< � : : �i k �' ..�_.�{..- ,..�'x ..�� :. .� — '� 17 < , , DEPARTMENT OF PUBLIC WORKS , ; f , �, } '..__ _ i t �! E i 1390 ELKNORN DRlVE . .r ,_ � � � � _ _ �_ � � � � i VAIL,CO 81632 , � (E) VAIL INFORMATION t:970.479.2158 BoOTH. ' _ ' I AssuMED PROPERrv uNE 7�' — t/2� �o�a NEw " ���� �" ; �"ry ARCHITECT 4240 ARCHITECTURE ING STRUCTURE. ASSUMED PROPERTY L9NE 1/2° �a� ( 3003 LARIMER STREET $ 7� � 3s . . ExisnNC srRUCTURE. � _DENVER,CO 80205 � 4 � ... ; � �oM �vE � ' t:303.292.3388 f:303.292.3113 � ' 156 .. �..,..._�. ' "T CIVIL ALPINE ENGINEERING 39 � ENGINEERING 34510 U.S.6 UNIT-A9 _ ...; � : 0 � �o� �vE� 2 ,�...._....___. .�.. .�._. _.._.....�__.._._. ..�. .�W .�_. _._..� � DENVER,CO � � d� i ss ... . ` 970.926.3373 � � � ar �vE� � SURVEYOR PEAK LAND CONSULTING,INC. e � I 1000 LIONSHEAD LOOP e ` � � �Se ( VAIL,CO 81765 �� � � � � � t:970.476.8644 � STRUCTURAL MARTINIMARTIN,INC. „� ( ENGINEER 12499 WEST COLFAX AVE. � � �`' I LAKEWOOD C0.80215 � � � � �' � � t:303.431.6100 � � � I MEP BEAUDIN GANZE CONSULTING � � � �� � ENGINEER ENGINEERS,INC. � � � � 222 CHAPEL PLACE UNIT AG201 O � I AVON,CO 81620 pp �t�3 T� 6,��.�5" � i0� � I �Q�� t:970.949.6108 � �� O�ST Pe�CE� � � LANDSCAPE MARY HART DESIGN � �NcF 33', ��JE�� ARCHITECT POST OFFICE BOX 8528 � `>>y � �, � BRECKENRIDGE,CO80424 ` � t:970.3$9.3583 � � � I ` EXISTING STAIR � � � "���m.,M.�••w TOTAL EGRESS LOAD: 156 PER LEVEL 2 � � PROVIDE TEMPORARY SIGN DIRECIING OCCUPANTS TO NORTHERNTIER � � � � � � °"'� CENTRAL STAIR TOWERS AND DOWN TO LEVE� 1 SOUTHERN TIER AND OUT "WEST IN / WEST OUT" EXIT REfl'D WIDTH: �d' .s°rocc=as.e°<ss„ � � � � NaTes � � 1. 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PROVIDE TEMPORARY SIGN DIRECTINI OCCUPANTS � TO CENTRAL STAIR TOWERS AND DOWN TO LNEL t LIONSHEAD CIRCLE SOUTHERN 71ER EXITS. � � � � � � EXISTING OPENWG AT LEVE�2 � � TOTAL EGRESS I.OAD: 273 �6 f � �� I REQ'D WIDTH: AT VEL 3 � 2"/OCC=54.6"(44°MIN.)<+74"AGTUAL. � NOTES: 3 ADDENDUM 1 18 FEB 2011 � 2 CONSTRUCTION 04 FEB 2011 � �3 �' ISS.# DESCRIPTION DATE AT LENEL 2 ' ARCHITECT'S PROJECT NO.: 2'I O64.ZO � ��'.����� ��� �'���� ,�;�°�x� ����.,� �a���� �����`, �� ��;������ �������° ��j �M��`�EVEL�.:�a.w r= ..A C3 ., _�., ._ _ , �� , ��s ° , �'j� ���� �ry x��. _,: ,�� �w:��,.�,�.t. �a� 4� L=� ��. f � t� � _� � � 3�i � t, { i ; � � � I{ l�T�' �i —� � $1 � � .�,�_�._�.�P. �;���'� i ��� � � � � � � � � � � � �15� � � �6���n �°��� � � �'��� � f�� � STAIR TO REMAIN CLOSED UNT1L TCO. �'�� c :�� EXiSTING OPENIfdG AT L�VEL 1 �,'13 � # � � � � � � � � � � � � � TQTAL EGRESS L04D: 812 � � ,n.m.,�.F,,��—��Y,�„e ,�� ....�_.��� .. ,a � � � , � a REQ'�VNI�TFi: EXISTING STAIR .2"/OCC=82.4°<156"ACTUAL TOTAL EGRESS LOAD: 273 KEY P L/1N N O T E S: ....._.�................V..... 1. COfbiBINED LOAD FROM 1!2 LEVEL 2.. .`.. ��....��.�.` .""" "" �.........��... .,.� .._.. ._.w. NORTHERN YIER AND 1t2 OF LEVEL 1 REQ.o W�oT�:�-�—���-�� -- -.- �---��W.-......- G A RAG E SQUTHERN TIER. .3"/OCC=81.9"<185" 2. COMBINED�QAD BASED ON LEVEL 1 NoTES: C 0 D E A N A LYS I S NORTHERN TIER EQUAL 70 G4PviBINEQ �oAOAgovE. DURING CONSTRUCTION NoRTH �O�E l�NALYSIS � r S SCALE: 1"=20'-Q° � . , � — — — � � _ ° — - — — — — — — a� e� � .— — � ,`�,��, �r,��� _ � �;�, � � �. ��,NDAL _ — ._.. — — — — — — ..— .— —...—...—...—...— — — — —..._.. ��` �'f ";�i �° k�� r+ � � _.�...—.,.—...—...—...�..�. — — _ ..�...—..._ �... ��� � � � � JGl�6v�UN � d � � �us 'Bus � �� ��� ,�� �� �:;�-_ � aus aus ` r:.;..;:: �- ,, _— ._ --__� _...�...`..._...�_ � �.�� _ rr�f`S � ��_. - � �..__�__�.�_�..�_, � -� � ��� �, �1 .�.. . �..�.�.__....__�.�. _.w �-_ � .� m._��._.�..�.. __� ! 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ASSUMED PROPERTY LINE 9 2" FRO� , 3003 LARIMER STREET � �O �� � TOTAL EGRESS LQAD:195 f srniR FROM se�ow � EXISIING STRUCTURE. � 39 � DENVER,CO 80205 REQ'D RAMP WIDTH: TOTAL EGRESS LOAD:39 � I�. �,MP .z°rocc=ss°<�oz°ac-rua� ; t:303.292.3388 f:303.292.3113 . �--. REQ'D STAIR WIDTN: � � . . . CK} �7 56 TOTAL EGRESS LOAD:156 .3^/ocC=1 t.�^(as^MiN.pec�oos�c.�)<ss°acrua� {°°° - ` �� CIVIL ALPINE ENGINEERING NoTES: ' 3s ` ENGINEERING 34510 U.S.6 UNIT-A9 � ,,.... � REQ�D RAMP WIDTH: � � � L EXISTING STAIR WIDTH IS 37"CLEAR. . ' . � � . 2"/OCC=31.2"(44"MIN)<54"ACTUAL ' ' . . � . ` � � 2, EXISTING STAIRS RISERAN�TREAD DIftRENSIONS 60 � ���----�-°�^-----,,,, ,,,,, ,,,,,, _ DENVER�CO . . . , _.._.................... ..,.._ . � . � � � NOT COMPLY WITH CODE REqUiREMENTS. � `��°� ""°'°"""'"""w . � STAIR FROM BE�OW � •� �ss 970.926.3373 ... � � � . . .. RISERS=7 3/8° � � � . � � . . TOTAL EGRESS LOAD: 39 TREADS 1D 1/2" � AT LEVEL 3 SURVEYOR PEAK LAND CONSULTtNG,INC. � � I 1000 LIONSNEAD LOOP REQ'D STAIR WIDTH: � .3"/OCC=11.7"(36"MIN.QBC 1009 EXC.1) <36"ACTUAL ` ` 1y6 VA�L,CQ 81765 . � NOTES: � . � . . . . � � � � . � t:970.476.8644 /y.� 1. EXISTING STAIR WIDTH IS 37°c�enR. STRUCTURAL MARTINIMARTIN,INC. �/ 2. EXISTING STAIRS RISER AND O � �° � ENGINEER 12499 WEST COLFAX AVE. TREAD DIMENSIONS DO NOT COMPLY � �iO" I LAKEWOOD C0.80215 WITH CODE REQUIREMENTS. � � �� � t:303.431.6100 EXISTING RISERS=7 3/8" xisnrv�rReaos=�o vr� �° � � � I MEP BEAUDIN GANZE CONSULT�NG � �/° � � ENGINEER ENGINEERS,INC. � � � � � � 222 CHAPEL PLACE UNIT AG2Q1 � � �� �,, 0 AVON,CO 81620 pp � �3 T,Q9� 6,�`,�" � � � ,\Q�� t:970.949.6108 ` F�o/ST"�C �,��S�j � � � � ARCHIT CT POST OF FCE BOX 528 ` �33`>>p � ���� � BRECKENRIDGE,CO 80424 t:970.389.3583 � � � � � � � � � I � � � s+r° � � � � � � � � � � � � � � � � w � � � � �, .� - Z W _ � }�.. �' � � `� � Z� T : ,� ��' � W � � ,� ,� . �— �,.� ,.� � � w ,��° � w � � � �' � � � � � °° 8��� } W � O � , � � � � � .,,. .� � , : c�, c,� � ! s ! � � � � � � — .� � � ---� w ° � � o � i � � ��� � ; � Z � � � o �: Zs2'_2,.� �' r : � 'fRA°�Ei. DISTPNG � �V O � � � �SAIR � rp��fR�C"���C�. ' � � /g `�,y�t� 3 �� s �r �� o�,� 2��..^ � � � R�sER oF : i�CTOO16.1 EXC.1 �' ST�1t� �g I � � � � � ' � a ''� � � � � � 1� � �/ �� �e � � # i �d` �� i € AT LEVEL 3 � ,� � � ; 335 � ;' € � 0 �� GC}L�E ANl�LYSIS - EXIS7ING GARAGE � ,��' � � � 179 EXISTING OPENING AT LEVEL 2 � � � BUILDING P'PE: IB(BASED ON TIER SIZE) �FIRE RESISTANCE RATING ROOF CONSTRUCTIQN: 1 HR �TO 4UALIFY AS AN OPEN GARAGE,OPENING3 � � ' J � � � . . . . . � � RA U ST BE E Q UALIY DISTRIB U T E D O N T W O O R �••�°"`�� � � ' � � F R O ME X I S T I N G O P E N I N G A T L E V E L 2 � � � �� � � � � . ELCOME TOTAL EGRESS LOAD: 344 � � � . � � � OCCUPANCY CLASSIFICATION: 5-2 OPEN BUILDING SPRINKLERED: NO PROPERTY LINE PROXIRfIITY . MORE SIDES. THE OPENING AREA MUST BE AT � � . � � � �� � , . � � CENTER (CLOSED ON LEVEL 1) WALL R.4TING LEAST 20 PERGENT OF THE TQTAL PERIMETER TOTAL EGRESS LOAD: 273 � � S � � � � � EXTERIOR WALLS(UNLESS SUPERSEDED BY � X<5: 1 . VYALL AREA � � � � � I � � � � � � � . . . � � REQ'D WIDTH: � � ALLQWABLE TIERS: 12 PROPERTY LINE � 55X510: 1 � . � � � � � . � . . . � � � � ACTUAL TIERS: 6 . PROXIMITY REQUIREMENTS-SEE BELOW) 1Q5X530: 0 � . . � .2"/OCC=68.8"<174" , BEARING: 2 HR Xt30: q REQ'D WIDTH: � � � � � ALLOWABLE AREA PER TIER: UNLIMITED NON-BEARING:0 � � � 2"/OCC=54.6" <174" � ��AT LEVEL � NOTES; ACTUAL AREA PER TIER:62,260 SF PROPERTY IINE PROXIMITY R � � � L COMBINED LOAD FROM REMAINDER OF � � �� � � � INTERIOR WALLS � EXTERIOR WALL OPENING RATING � NOTES: . . � �1�6 � � . . � . LEVEL 2 NORTHERN TIER AND 1/2 OF 4CCUPANCY CLASSIFICATIOId:8-2 BEARWG 2 HR BASED ON UNPROTECTED,NONSPRfNKLERED 1. COMBINED LOAD FROM REMAINDER OF LEVEL 2 SOUTHERN TIER. OGGUPNNCY LOAD FACTOR: NON-BEARING: 0 HR 053: NOT PERMITTED LEVEL 2 NORTHERN TIER AND 1!2 OF PARKING GARAGE=206 GROSS 355: NOT PERMIiTED LEVEL 2 SOUTHERN TIER. STRUCTURAL FRAME: 2 HR 5s10: 10% I � OCCUPANCY LOAD: 90515: 15% EACH TIER: 62,260 SF/200=312 SHAFT ENCLOSURES:2 HR 15s20: 25% _.,._m � � � � � TOTAL: 1,872 OCCUPANTS 20525:45% � EXISTING STAIR � � � � AT LEVEL 2 � � FLOOR CONSTRUCTION: 2 NR TOTAL EGRESS LOAD: 156 34� 3 ADDENDUM 1 18 FEB 2Q11 '" Rea�owi�rH: 2 GONSTRUCTION 04 FE�2011 .3"/OCC=46.8"<164„ NaTes: ?�`� iSS.# DESCRIPTION DATE < 3 — — — ' — — — — — -- AT LEV � � � u,y_ �� � ARCHITECT'S PROJECT NO.: 2'I 064.2� � � o �'������ �� ��"�� k ���� ; �����¢� EXISTING 4PENING AT LEVEL 1 ����, �;,����, � `���" � ` � e �����i���'����'r�� �"` �ro�r�,���rx�ss�oao: a7s � �°�n � � .. . � � r.9_ v � � °m° -��, Q' � � .2"/OCC=54.6" c 156" �p 3 ,.j,,�..�..�1.� " _ .., ,. __ REQ'DtPo11C1TFi: �d.����� � � '' � � 'a i' ' � �' 't��t I ' � A�"L C,�1°u,_-,�,..,�e � r ��_ r � 1 r : � # � �� , 3 ; � �t ��s � y , �.a � � � � � � PdqTE5: `°`�� �,� _ � � ' _ q�I�� � � I, � � � � � � � � 1. COMBtNED�OAD FROP�h REMAlNDER 4F p��� �, ,. ��M�-�r=� E` � d � � � .��, Q LEVEL 1 hlORTHERN TIER AND 1/2 OF � ,���^_ -�� �4� y,� � ���� � � �_— 1� ��w�� � � ��; ; � � � � � � � � �' � LEVEL 1 SOUTHERN TIER. � ��� �s„✓�� � / � G�.� �i . . ��, ��. �.+-�'s��^ f . � f ,R . 1,§ . . �j .� ."_. — -"' ` a"'"� EXISTING STAIR � f v • r '1'3 � 3 �,_ .___ — -- —' AT�EVEL 1 ,�...,�,�., .. __., , ' x,..,_...�w.am� _���,�� �,:_,', EXISTING STAIR �OTAL�GRESS LOtdD: 2}3 .Z73 IARGESTLOADFAGTOR TOTA�EGRESS LOAD: 344 RE@'D WIDYFi: (LARGEST LOAD FACTOR) � .3"(QCC=87.9°°<196" REQ'D WIDTH: / NQ�TES: .3"/OCC=103.2"<'162" 'KEY PLAN ; NOTES: �+ .� ��..� ... ....... ........._..,. ....,. ...._ ...,..._,._.,._..._,.,,. _.... ..._. _,V........,......... . ....... GARAG E CODE ANALYSIS - AFTER CONSTRUCTION NORTH � CODE ANl�L1�SIS sc���: �°=zo�-a° �' �. , L, � I , �'I GENERAL NOTES: L�� � , � �� � �;�D I VI�I C�N C�� � � � p �� �� � 1 �! �����I�1 �1 � .�1� � �� � ��� ������ �' 1 DATE OF ALTA/ACSM SURVEY: AUGUST AND SEPTEMBER, 2004. - _ ��� A ���� �� ��� � �� �� ������ ���� �� � � � � � �� 2 THE BOUNDARIES ARE gASED ON A �INE FORMED BETWEEN A FOUND PLASTIC CAP, L.S. No. 2658 /) ON A No. 5 REBAR AT SQUTH ANGLE OF TRACT A, VAI�/LIONSHEAD FIRST FILING AND A �- FOUND 2" BRASS CAP AT THE CENTERLINE POINT OF CURVE ALONG EAST LIONSHEAD CIRCLE IN ���� � � ��I� ����� � ����� � ����� VAIL/LIONSNEAD FIRST FILING, (SEE VICINITY MAP), BEING (STATE PLANE COORDINATES) S 60°08'42"W - 1515.59' VAIL/LIONSHEAD FIRST FILING CALCU�ATED ROTATION = +00'30'05" � y RECORD -STATE PLANE GOORDINATES. ��� 3 WTERSTATE 70 RIGHT-OF-WAY WAS BASED ON COLORADO DEPARTMENT OF HIGHWAYS �,�,� Architecture Inc. PROJECT No. I 70 2(7)183 SNEETS 7,9,11,13,15, AND 17. STATION 30+00 TO 210+Q0. THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED ON THE BRASS CDOT MQNUMENTS FOUND AT STATIQN 180+85.6 RIGHT (HELD) TO STATION OV91NEi2 TOWN OFVAIL CrRAPKIC sCALE 9Q+OQ LEFT BEARING: QEEDS AND MAPS = S66'35'23"W - 8628.33' - CALCULATED DEPARTMENTOFPU�LICWORbCS STATE PLANE COORDINATES = S67°09'Q5"W - 8627.71' - MEASURED ROTATION = +00°33'42" 1390ELIo-lORNDRNE 100 0 50 100 200 4 PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE°. ELEVATION = 8287.82' (NAVD 88). VAIL,C081632 t:970.4792158 5 LOT 1, BLOCK 2, VAII�/LIONSHEAD, FIRST FILING AND LOT 3, A RESUBDIVISION OF LOT 1, BLOCK 1, ( IN FEET ) VAIL/LIONSHEAD, SECOND FILING DQ NOT LIE WITHIN THE 100 YEAR FLOODPLAIN OR THE 50' ARCHITECT 4240ARCHRECTUREIMC STREAM SETBACK. 3003 LARIMERSTREET 1 inch = 100 ft. DENVER,C080205 6 DIMENSIONS SHOWN [100.Q0] INDICATE AS CALCULATED DIMENSIONS. t:303.292.3388 f:303292.3113 7 LOT 1 AND LQT 3 ARE SUBJECT TO THE PROTECTIVE COVENANTS AS RECORDED OCTOBER 15, CIVIL ALPINEENGINEERING 1971, IN BOOK 221 AT PAGE 989. E6�GINEERING 34510U.S.6UNIT-A9 8 LOT 1 AND LOT 3 ARE ZONED GENERAL USE (GU) DISTRICT AND ARE SUBJECT TO SECTION DENVER,C� 12-9C5 DEVELOPMENT STANDARDS WHICH STATES: 970.926.3373 A. PRESCRIBED BY PLANNING AND ENVIRQNMENTAL CQMMISSION: IN THE GENERAL USE DISTRICT, gUItVEYOR PEAKLANDCONSULTING,INC. DEVELOPMENT STANDARDS IN EACH OF THE FOLLOWWG CATEGORIES SHAL� BE PRESCRIBED BY 1000LIONSHEADLOOP THE P�ANNING AND ENVIRONMENTAL COMMISSION. VAIL,C081765 1} LOT AREA AND SITE DIMENSIONS. 2} SETBACKS: 3) BUILDING HEIGHT. 4} DENSITY CONTROL. 5) SITE CQVERAGE. 6) LANDSCAPING AND SITE DEVELOPMENT. 7) PARKING AND �OADING. t:970.476.8644 B. REVIEWED F�Y PLANNING AND ENVIRONMENTAL COMMISSION: DEVELOPMENT STANDARDS SHALL gy�gU�� p�'��pR'0'�N,INC. BE PROPOSED BY THE APPLIGANT AS A PART OF A CONDITIONAL USE PERMIT APPLICATION. ENGINEER 12499WESTCOLFAXAVE. SITE SPECIFIC DEVELQPMENT STANDARDS SHALL THEN BE DETERMINED BY THE PLANNING ANQ �WppDG0.80215 ENVIRONMEIVTAL COMMISSION DURING REVIEW OF THE CONDITI�NAL USE REQUEST IN t:303.431.6700 ACCORDANCE WITN THE PROVISIQNS QF CHAPTER 16 OF THIS TITLE. (Ord. 21 (1994) § 10). FAEP BEAUDIN GAPI7�CONSULTiNG 9 BURIED UTILITY LOCATES WERE PROVIDED BY UNDER GROUND LOGATORS, ��C. AND QwEST Et��G�NEE�t ENGINEERS,INC. COMMUNICATIONS COMPANY. 222CHAPELPLACEUNRAC,�201 10 PEAK LAND SURVEYING, ING DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO AVON,C081620 ESTABLISH OWNERSHIP, EASEMENTS �R RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS t:970.949.6108 a�m�rA�recxwaYN,,�o i„,Q,���,aPod,r_,�_wa., ----._..., UTILIZED IN THIS ALTA`ACSM SURVEY WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, � � . . � . � . � � � � . � � IfffA OF BOlIH0AR7�ISCRQ'ktiCY � � . 1"`-�-.�.,„_, . . . . . . . . . ; ��____ c����Na�3� -- �, ORDER No. 19836, DATED MARCH 8, 2ao4 �T 5:0o P.M. L�PIDSCAPE INARYHARTDESIGN ' CH POST OFFICE X 8528 �---_-- -� �"'�--� 11 NOTICE: BRECKENRIDGE,CO80424 r��.--�---`�``�-����^ e, _ ��"_��-�-"�'-----._.,�� ACCORDING TQ COLORADO LAW YOU MUST COMMENGE ANY LEGA� ACTION BASED UPON ANY t:g�O.3gg.35$� � m �' '4--d-- DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. �� -- �.p__�__-.�.�...�._...�_._.._._._..._� •-•----._._.._ '----..� -"'-•----••_.._._„__.1 '-�-----__�^��.r,�,m IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED --°"��~ � j,� r ��_`='•�.;-• -�'� MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. S6UiFia�TW�R6PA� �'_ . . 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LEGEND � ��;��.�� � . �.n.._� �IITECI'�R�@�Ct'1�.. 21�4.� � ,Mt ..��.r � ry, .0 J � �:��, a� � .�F--------- BORE HOLE � ELECTf21C MANHOLE � • GUARD RAIL � "�a. -- I �._ x,�. ��,��.�'�� �.._ I ! � OS SEWER MANHOLE � HAND RAI� I ' , EvERGREEN TREE .......:.. .....:._��........._ COMPRESSED AIR �INE CURVE TAB�.E LINE TABLE sT STORM MANHOLE �s ; � oEaouous rREE 0 wA-reR MaNHO�E •---�-��a�� �>•-�-----�=�r•�-----� oveRHea� e�EC�icA� uNE CURVE DELTA RADIUS LENGTH TANGEM1lT CHORD CHORD BEARING LINE LENGTN BEARING � � �> BOULDER Q TELEPHONE MANHOLE «:•y- .4............._,;:...__...._ BURIED ELECTRICAL LINE C� ��J�'J8'35„ 3��JQ.a�� .3'�J�.4� l79.�g� 3rJ9.J'4� N���46�z6�+E �� 18.35� (VQ���4-�4�"E � : ..<.. �� o cur Po�E Qu urvKNOwN naaruHO�e >.� <� -----�:�:�s��-------- euRiE� cns uNe C2 88'28'45" 25.40' 3�.61' 24.35' 34.88' N43'09'54"W L2 140.Q0' N84'26'13"W ( �i uFr TowER p c�EnN ouT ._-----.:":.. --- �-��------�_:;:�:.-........- euRiE� PHONE uNE C3 85'31'00" 96.00' 143.28' 88.77' 130.35' S41°40'43"E �� 397.15' S86°23'13"E ( �c srneET ucHT D� cAS va�vE °``--�---,`�^``-._ �` _..� euRiEO sEwER uNE C4 88°03�00�� 101.OQ' 155.21' 97.62' 140.38' N40'24'43"W �4 61.Q5' S72°16'4-7"W � ,,,:. , ;-_--- ,�:._..__.. euRiEO w,arER uNE �� 90°00 00 123.00' 193.21' 123.0�' 173.95' N48°36'47"E L5 15.6�' IV10°04'13,�W � � UTILITY POLE � WATER VALVE �"" -::�v---..---..:,�>:... .>•....:..... euRiEO cae�E rv uNE C6 21°20'00„ 237.37' 8�.38' 44.71' 87.87' S82°56'47"W L6 50.34' N30°24'07"E SURVEYOR'S GERTIFIGATE ,.� -a- sicN � FiRE HyoRnNr C7 97°39'00" 86.08' 146.71' 98.42' 129.59' S58°53'43"E L7 32.5�' N04-°05,53„W "� ,4�...v..._. SNOW MAKING LINE . eo��ARO S` ° �� I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF � cAS MErER C8 40'28'20" 167.01' 117.97'1 61.57' 115.53' N10°09'S7°E �8 78.40° , N50°49"25°E THE STATE OF CQLORADO, DO NEREBY CERTIFY THAT THIS TOPOGRAPNIC MAP WAS , O MONUMENT � ELECTRIC METER i: . >.. . . .,.:.'. : CULVERT � sr�EAM C9 34'30'00" 140.QQ' 84.3D' 4.,.4-7' 83.03' N13°09'07"E �9 53.OQ' ' NO2°06'55"W MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND i � r ;.i eRicK PavER wA�K m cne�E �rv PEOESrA� ..._ .. -...... . . .........._ eui�owc C10 91'Q3'02„ 25.00' 39,73' 25.4&' 35.68' N41°25'3S"E L10 4�.55' N64°20'08"E CORRECT TQ TNE BEST OF MY KNOW�EDGE. ����,��� r_..� i � E�ecrRic aEOESr,a� C11 05°47'59" 3650.00' 369.45' 184.88' 369.29' N82°24'21°W L11 14Q.00' N84°26'13"W �►��Q� RE�� �q ��(�� CONCRETE WALK EDGE OF ASPHALT P S � � � ❑ ��EPHONE PEOESr,a� ------------------ C12 52'07'26" 151.00' 137.37' 73.85' 132.68' N58°22'30°�V DATE:--------____ ----------------------- � �.�••e�•,���I. � . --- EDGE OF CONCRETE „ , �� ��; B� .F -------------- , � wE�� � sroRM w�Er oRniNncE C13 144°40'19 46.OQ' 116:15' 144.45' 87.66' S12°06 04"E BRENT BIGGS �p�'•��-�'' �'G��•'A�`� ' � �,arvsFORMER ----- C14 64°53'55" 25.Q0' 28.32' 15.90' 26.83' S28'18'23"W CO�ORAD� P.L.S. 27598 �v: �:dF� F�R & ON BEHALF OF �-o� 27598 ^ (�VE�L --- cuRa ,aN� cuTrER � � PEAK LAND SURVEYING, INC. --------- --- C15 Q6°00 Q2' 3650.007' 3�2.25' 191.30' 382.0�' S89°51'22"W � ��� `� �� ��� BOULDER WALL DECK OR PA110 � ti� �� .�� � ti � --------- ------ C16 59°47'20" 25.00' 26.Q9' 14.37' 24.92' N28'4�'54"W , ��STlNG _ _ _ woo�Erv wa�� - - - - - - ovERHnNC C17 26°11'35" 25.Q0' 11.43' 5.�2' 11.33' S73°51'21"W � � �l�! � CiON��T��Ns .... , , coNCRE� wA�� rREe uNE C18 28°41'42" 25.00' 12.52' 6.39' 12.39' N73°03'25"W ���/��' 'c�� � �Nq L L A�Q �0 � :.��:.�.�*����,����*����*•�•��..�� sroNE wA�� eouNOnRY C19 1'15'54" 3650.00' 80.59' 4�.29' 80.58' N86°30'41"W �������e ` <.<. _ . x CHAIN LINK FENCE ------------------ EASEMENT C2O 1°31'36" 3650,00' 97.26' 4�.63' 97.26' N86°38'52"W ���� �rTR���°. - WOOD FENCE - - - - - ADJOINING PROPERTY C2� 6�'J��22�� 4-6.t�Q� �J.L�� 2.�T� �J.�2' S56°58�rJrJ"�/ � �4'P6$ibki ���70j4�� C22 5°51'51" 36�Q.0Q' � 373.57' f 186.g5' � 373�4Q' N82°56'48"W L�OH��S��11�.W�15�/ a� w M ��r� r" ��l \ �/ �-� ? 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DENVER,CO �,� y�� 4, 4 �l .� .. � � ; ;�; ; ; �;\ � .: �,75., M U LTI-LE VE� C O N C R E TE s�a.szs.ss�s � � 3�:: / i \ � � 3 ; � : ' s�7a.� �.� $URVEY�R PEAK LAND CONSULTIN(°a�INICo .�� :� ;�� , � i � E � � :� t � $,�4.8 PARKIN� STRIJCTURE . . . ...- t.. j �: . i ; . . . . . ... . . � . . . . . M 'r, i ��\�� . � \ i i Q_i = � '. . . � . . . STORM SEWER MANHOLE r......: \. ,-r � °�.,� = iN . VAIL,0$1765 LOOP � , 8756.7� . ...__.____..._...._... -,t i i I 8174.8 R I M ELE V. = 8156.7' �•' ... �... ��� � ' �• - . ..,,�.....�,_.,..,. � � \\y a �4.s � t:970.476.$644 WVERT (E) = 8152.6' i ; '� ; ; } ''� �,� ; ;: ?� �tY � � ; f � 1j `� � � ��u�uw►� �r�r�rriN,io��. =- �; , . : � ; �` ; ; ; , � �� : *` i � ;� � �\ ; ': i ' ;-s; ' �i � � ENGINF.ER 12499 WEST COLFAX AVE. , ' 8 215 . : , .. ,� , . . . ,, . . . . : . �..,.� y ........................�.__,,.,_,......._..... :�� . . � . � . � ' � ` . _ , �. 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( / . . .�. ,... .,... ._.. . ».__......___ . -; y :e� / , ::. / � ... :;s;: .,.... I, +� � � . � � .. � � . . 2 �� / � _ . � � �� j � , . . � . \� . . . � . :c�:: ..� . .,......., �3; � �`5' . . . . � . . . . -:., l � � � I f � . . . ..a.a:.:a�a . .�t (('. . . . ,�,\v/7/� !�.- � . \/ . � . . . . . .�.� ...,.�. . . . . , ,,.., (�' z: `� ,,.. ,,: ..� , : -.� .� . . . . ;G^, � '` � `-�l Y � :: � ".��„ ��"^`� �� / . /� . . . s:::.:c ;I � �. � � � � � � . F�� \ ;� � �f .�::! \ � '�.��-�+, � -EY :.. � ;+ . � . � . � . . . . � . . . :f . ^; � ..R � . � � / ... f /` Fi '� ^'�'wk 'y� � ' � � ! � $��J' �� �� /' ,�'" ,,i s�� � � �.�.� � � �,4��� k ��� ':rI ; � t � � � } �,, / /� I (�� I �i E � r�.� � �.` . 6:' � � � � � ��:.! �:e:�! � Lw�wa��E � . . ;� � � . � . � � . . . . . . � � � . . . . �; . �� \ �-, �' �„`" �� � � �, . . � �! . . � . . . �. . . . . . . :, ..__.-.---- """'° DRAINAGE INLET GRATE •,,; � � ,.' �..,, � � ��`� � DRAINAGE INLET GRATE r..: +si4a.s -'° .�� / V f�'l( L.f�I lJ I V �N E A D � r t: . ,3 `� � � ,/' � �h` 4 . .. .. ; �-�., . � '� ;. :. ELEV. = 8137.8' „.; ; ' � ; °�.,�� � �� ., _ , ....._ ` ; i=, 4 �� ; ,.: : ......_... ..... r`��� .... .. ,�LEV. - 8141.8 ..._..._.._.. • : + >! ; , :.�; �r ,� , ....... .. ....___ _. _._. ....................._. �f : ; :::: ::- �? .: .�' ���1 D�M I f� I U M S � 4,� .�v._� e , �.= r�.e,s� �.,.r�..�.�.,. ,. INVERT (S) = 8135.5 t°: •� , '�-- t�14s.s � __...__..._.._._ � WVER'�"��V) =_._S"13�.`5__....._....--_.--...__. ......._ ..__........_ f ; ; � ' ,,'�' ,,' � ' ��� 6' �lIL �� � ;, � � ' \� � � INVERT (W) = 8138.4' �i : �� ?� r, QWNER: V,41L/LIONSHEAD CONDOMINIUMS i �..�...; ��� `�� INVERT E = 8138.?' a�4s.4 -•--�...`��:' + ,r`� '� � _____ - 9 ``, r � �� � � x �-1 ,,� ,•- (RECEPTION No. 115122) ;. . : �........, ��(� �� �� � ��! ' 1 �.._._,... , �ao.� � �� . � .._..� , r,� �. , , ;, :� ; ,......Q,..�. �i�......_...__..._......._._..__...._ � ...._......._ >: ; � a ,,� x? `: : � : : 1 ! .� � ............. i'� �;i ; : a cc�r�v �aw a���� _..� : � .......:.........__.._...._..,�_._._.,.....______,_._.._... , ,. 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Q7 / e �.. .l� /'� �x �wa 6"E '�...��i� . . ; ; : , . . . . � .._v.. . . . . . . . . . . . = 8138.0' "'__-- �:;� � � ' ,_, ..........�........................ ; . .... � . ,,.___...._._ ;' °'�' � � �- . ; ; _ ' , : :�,,.! �. 8141.6 ;;, -)i-') , , „ � - -_._ -�/ �,�����°�."� � ; _ 8134.9 '. v�_.Kr._e �._.... _ a�.x� , '.;: . \��...F^`,...� � . . .�l . . .. . ,,.,.... . . .. .._ e n�,.�.C.- � �< . � � _ : . . � � . i p\vEV.... �. ° ' ���� � 'S . / \� . . . . . . ; � : - 8134.8' A , �� ° �, � . � �:, ; ,� ,,, �• �� �.. .u. / ..� . • `.,�....... . . . : ' I ,. . � . � � � -� . . � .. . � 4' � (\ ` �t . i ,. �al . . � �\L K�ti� V � � . . . � ��,�° .�.� ..x._...,...�..�.,,....,.___._, x_.,.. ......__ _.._.�.�u-.^...v,...._...,.._..,.,,. . . . � .. " . � t .. , . .. . . ... . . . , . � . . . , . . . . . � : . � � . . � � �,cp �f,�, � �� : 8141 3 ;�••.a°•'� '.,::; °�: �� `, OWNER. TREETOP C4NDOMINIUMS �� � .... , .. � ........ ::.x.:. ` ��� ,��_�.MU�.x _ _����.w .W�w���__�_s.� �. `�� ...._..... �-__--- . <: ;. 2a• DRAINAGE INLET GRATE :,l :; ! � t,. .... ,_,. _ _` Il \��\��� . ����� ��C�,� _ _ � �, .,,��. -_......__ ...,. . �.. , �.r\ „ � OK ....... ._.,..,__.. : , ......._.._�_. _,: __.. , f:�" ,�� (8 3) � I � , • ...�... 0 22 , PA 22 . ` ,p :......�... _. ELEV. = 8138.4 � � . � • �: . .� �' �� ,�� � . 2 GE .:; . � . �-� , �''O INVERT N = 8135.1' �rs ` , ; .... .... �1ao.s ,�r� � � ) " ' . �� . � ....-,�:;� � :� ,�' �''°-,-� `� . . <: , z,�...... t , .,: `.�� � ,,:� f .._..w.�..........�.................. �( � _ INVERT (N) ° 8135.8 � �-�; i : �� �� � `�''��._.,`- � _ �t �TO� �� � . .. . i ati �:� �\ � ''==�,�` . � '� �G�!' t ` . . � . . � . . . � ����\` �.:::.:. _ INVERT (S) = 8134.9' � `' ' '� �. , _ - -� �:�:: ,�/' ° � ; `Y i :,\ ``ti ''�`� ^'~• ''�� 15" STEEL ,/ � DRAINAGE INLET GRATE �� �; �� �` �` �;. � �, �;�_.�\ - _ � \ ` ; �, �` � � .. �,. ��^ - - ,�.---�-° \ EL�V. 8140.7' .., � :, � � �.. � WVERT (W) = 8137.8' • � � \� � � � ��� � `� �"„!�p� ,� � \�`� � .� \�` . .. . '���` ,K . . �� � �\'�. �� '�v� 'ti - �` � � � . . .:::�`a.'�'bi� 7 ! . � . . . . . . . . . � . � . . . . �� . � � � � . . � . I � �� � :"`�., ;�' � � '�'' � �c�-� �' . o�-'�:��:;::�:` C � `�� � : ' .c .� :. . , '< , ,G� ._. ........_,..�,., .� �� �� �,,, '�. , ; ; `���� �� R e .. _�.. . ..,. .. :, ..�.��.�..� ��..,_� A .; , i -�,.,,...•.�, . ; , �..�..�.�.�. . . .;:.� c ; �ir�� �\ �;,., `� �� <::- �A� 0� Pp 0 ��� ,.. • � . ; . � , ._.._..._. ;��� . ..c� '�,Pq ... .:.. , :.. .. ., ,..,� -, _.._._... r:. .. ��: ;, i., .:.:>:;.�-- (J;,, �; : N O`�, �o �`� ... '::. ;� ; _ , � . ...._. . \ �::.. „ '.::.: ........... „A.h : :cj i �/S I�Y PIJ�N . . _._.._._�;.�.. ---��"f� : _ ;�_.,... c.�� � �_... � ; � � DRAINAGE INLET GRATE �o •�'�� 8�C>'G�••�c� ° � %i� �� ;� �`�,� ,,� 4 ,.' `.j B U S � �v "�,. _ �c.�:`� J';o� � /I\ :� ^ : ``� � � A �1,� . .� _.._. ..�_._. . . _ _.. ....., -� `� � `�;`� S� � ' , NVERT N 140 1' -\ , �• �_ SHELTER .,---8 ,` ( ) - �-n� 27598 � � 8136.2' ��" Lc ;�;� �Ge ._� - .. z>• ._ � ��i . ��6��»E / � INVERT (E) = 8137.1' �! �� . � ..;;�.. ,• .W. .• �.:�. _ , ,9 � ��- ;� / � / / -......�...._ 2. '� � ` ' � "� �'�� 1NVERT W - 8136.1 � o OZ ?$ ._�.... ,� �; ................ ._., ����� � �_r,'ry.. I ^�', ` ;�:' � �. � � / f ................. , ..,... . ,. :, ...._._ , D , : _...: ,.... r _. ._. , :: ..�.� ::::. ,.: _:>:... :� , ,,�� .;....<�,,.::.:-� "^.... "a>.�„^• ,' � �. `� _ �"'►� � i -� . ,.K.... • ,... m. INVER 8136. ;:. ;:, ;.� .. �.,:.• • � .. ....., ........._,... �\ _._ :: : ::: ;�..�:.. ...<�� <�.s, •��... : ..� �. ��:..��;�.:�� F A, R , � ..;� ..� ��.. �� .�. $„ �. ��� T (S} 1' ��'jQ° � +� �s ,,,�b '\.;�, ��..... :�. •� �j�'' � �S � i .�.:;' � ♦ . . .•r . ,� . �Y V O �`. J x.. . . ����� . 'G. �L�. . . . �. .:: �: .: �� `.e`�.. ' .; :: :. _;. /'�� . . •......... � "s.. . •�.,.. . A ..,, .`: .......... ,.,. .,. ��4��.�;�.��... �==--=---. ♦ L L AN 0 '(� � `.r;� , s,. �..,. ---_:_ ;' , ,. � � , ♦ .�� ;<..,< ���: , . ,,E. ,.,. , --� / �. . ♦ ; ; .:. �� � � � ;< -: . ::�. � , � ;4 . '• ....�. ..._.. ..,. � , .,� ;� ,. . , �: .° � , ;;: ;:: <>: >:. ,..�.. c; ,:.� :•. ; �...,..� ...', ,.,. . `... � �/� ;,;. �;>: � � HE �;.� :� $ � � SEWER MANHOLE MH 0660 :; .::.` . �z .�: \I�� ��� �H.Al�1D �A.TA�i'1'3,�' � .. ���.P. � �_?�-� RiM ELEV = �140.5' � �;'� s:` �t �} ^�.' .;'.,�.... ��, t --�_.,. �- � � � :;;r .�'� � � '��I �,. "------,__INV 1N ELEV = 8126.3' „ , ..> _ ;. � a�sa �I�� � �5,..---':��: �K I E�; r ; :,�` � .. .., „ � -.. ��#� i =, :� ; . .. ,-'�Y'' /I\\\��- �T�TI I� .:`' .,r � \�,_ �...... ' .,.�.; .....__ .............. �� `�,_,r ,r', � .�. 8 P IC ( ) = 8126.5' . ..... ` ` " � NW ���A�W�WB�f ,� i�� � ELE V. = 81;"7:fa' i ' st 7�.4 -----�. � � I `.,� � , ,' � f�.'� "'i)/ "' --,-__ _ � '. ' -" `. , . � ...................... � INVERT (S) = 8174,2' , ' � ; ' °� ? ?Q . �� ��• � � j .: 16 .� , �: . :� .�..��..�.w._�, � , 1 , u INVERT (SW) - 8174.0 •��'' a - _,� .� r` � 8�7s.� l � ��,. . . . � . . . � � . . . . � . � � . � . 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DRAIN STORM SEWER MANHOLE ,: - ' > . ~` -.' `� . . .......,,...�._........ .... ,....�.� : : .� �. �._:.._.__.,.......-� �. ;`> / _...._._.....................��...._._ ...._....._. , . : ..,� . , 8174.1 :... . • .,. � F� • �...\ �� � v �. \ � .... ; : :,. ,..�� . � ��1:: :� ,� . , � �� �.�:- �, :, : . _ .__....._.,.�..._ ..1..�._.. :��' _ _.__ ., : ...... � : TYPICAL � .. ..._,.�... _. : ::» �- �> ;' s�ss^3��: ; � ) RIM ELEV. = 8146.1 / __.....___...�.... ,,, �y ,. .-- � `�. . .........:-° ...._.._.:...__._.__..,___......._.__...._..._.....................�, , 1 ... o....................--�-�----- 81 6 5 � : ::..�� : .�;: � '----._. .: � . � �°........................................... . �F� WV ; ... . , „.... .. ...., . . . . . � � . . . . � _ . ; ::::..,...; �� . .... .� � _., � ...._......._ ..._.�,..,......,. . ,_ . ,F ;: ;;.,\;",>;, �� . �,,,, ..t,\ ....��.', _.�^.��\^: . . 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'',ti. ■ r... �; ._.... � ,.. ....... � � , , '9 ,.; , ......_ ..... s��a.a ; � ��... ..._... ..�� ` � - �" ......�. .........._......, � , � . ...... ...... . .._.. :� �. . �„ ` _.... 8159.4 . -£ G�� ,"�^ f= ' - .. .� . .. - s ,--,"' \' . . ...... // ..\� __... � . � � . ,. . . . � . , .� � ; ........ . � l�, .... .: .._ . __�..... k 4 _ ._._. � . � � . ..__. ....... $159.1 � .ra; 1 ;. ,.• ....,.. , �.:: . ,. � ._...___.. ..� ... .... __. , �,. .._._....... ._.._ � . .. � , "�'°~•�-• .._.� .�`f :c'�ti�� _ � RIM ELEVATION 8156 1 ,�' __._... ......... .........: .......__.__.__............... . .� �'` � ,; ,,.< c� <�: ��.- r� ....-�:�.... t .:�i � � o ..._ .._.__... _ ��:__._. _....M_..._....__...._ � , � \ �, ...... 5 . .._.._. �� ......... _ �: `� ., ..........._....._. . � . _..._ ;, _ _ _ W -,.. �,. ; � I � ; � � .._ * � � : � � 12" NE WVERT �139.6 ...... ......:. . 6. ., . _ _....... .:._ , � ... , tiL .• ..._.._ .... ,. ......... ....�._ ... .. � ._.. .. . � , � ,�. ........ ..:: .. .. , / - _.; . 1� .. . . "� � ( ) . , ,• .... .. . � . . �... ._ . . c' � ........:__.. . .4 • . :.. .._......._..._.:._ �" _15...=m�-'w' , � Town of Vail - General Notes C;E6�IEf� I_ i�l��f°E�� _ , 1. Obtain a Public Way permit from the Town of Vail Department of Public Works, {970) 479-2i58. Obtain all required building permits 22. The Con4ractorsholl furnish electronic and hard co re roducibie As-B�aiit r�cor� dr�+�in � �hawin harianntal and verQicol iocsations and �.�� through the Town of Vaii Departenent of Community Development, 75 S. Frontage Road, Vail, CO3 81657. PY P � g � � : elevations of constucfied improvements including all utilities, and drainage appurt�r�c�s prior t� oecepfance af #h� projec�. 1. THE GONTRACTOR SHALL COtJF4RM i°Cb ALL TON/P� 0� VAIL (�NTIER} REGULATIONS AND STIPILATIONS WHILE ACCESSING �°�J �I C �� 2. All contractors shall be licensed to pertorm work within the Town of Vail. Obtain and pay for contractor's license at the Town of Vail THROUGH OR WORKING IP! TfiE 'f01� OF VAIL. w�(-I��� I I V�G� ��� �` 23. 1}ie Contractorshall video camera (N) all insfalled pubiic storm sawer pipe prior �o �nca! paving and/ ar other final surface treatments ; , Department of Community Development, 75 S. Frontage Road, Vail, CO 8165T. are com leted. �co of tne video ta in shall be rovided to the Town of Vail for r�wiew and a rova! and record k�e in . � ` � py p 9 p PP R 9 2. ALPINE ENGINEERING, INC„ �0.SSUlAES tV0 RESPONSIBILITY FOR U1ILITY LOCATIONS. IT IS THE CONTRACTOR�S RESPONSIBILITY ,� 3. The contractor shall obtai� ali necessar standards, s eciflcations, permits, bonds, etc. from all a licable a encies rior to TO FlELD VERIFY THE LOCATION �F �LL UTIUTIES PRIOR T4 COMMENCEMENT OF ANY CONST,UCTION. �'7'� pL�6J CQ1Q �` '� commencement of construction. y P PP 9 P 24. The Contractorshall be responsib�e for all aspects of safety -ineluding, but nat lirr�it�d to, exc�wofion, trenchi�g, shoring, trafFic control, �,,. ` °°`'� and s�curity. Referta OSHA Publication 2226, Excovating and Trenching. 3. THE CONTRACTOR SN,4LL TAKE ALL APPROPRIATE PRECAU7IQNS TO SIGNIFlCANTLY REDUCE �NY POTENTIAL POLLUTION CAUSED `� �� , � BY HIS ACIIVITIES, INCLUDING UEHiCLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, EC. THE CONTRACTOR SHAL� L.�iiEL 1 �E�10LITION PLAN C011 � 4. The pubiic and the Town of Vaii will have the right occupy the public Right of Way and ad,jacent facilities durinq the entire period of � T P N �' 25. The Contractorshall submit and have approved o Constructon raffic Coratrol Pla�, in accordanc� vdith the A�UTCD (PAanuai of Uniform HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAI PdLLUTANTS AND HAVE IDENTIFIEOSPILL PREVENTION AND RES 0 SE ,��„� construction. Perform site work operatians to minimize conflicts and to facilitate use of the premises and conduct of normal operations. ' °"�� . Traffic Control Devies}, to the Town of Vail Construction inspector, prior ta any 6�P7StP"UC$1913 activities within, ar �ffecting, the PROCEDURES PRI6R TO ANY ACTIViTtES AT THE PROJECT SITE, AND SHALL COMPLY WITH TtE CONDITIONS AND REQUIREMENTS .a. �� � OF THE CDPHE STORMWATEE2 MAPIAGEMENT PERMIT AND PLAN. �°����' 1 �°'R����� ��A� ��1� '�' f 5. Al! materials, workmanship, and construction ot public improvements shall meet or exceed the standards and specifications set forfh in ' Right-of-Way. Thecontractor shall be responsible for providing any cnd ail traffoc contr�I dev6c�s as rriay b� requ6red by the construction �•�¢��� the Town of Vaii Code, Develo ment Standards Handbook, Construction Details and a licable state and federal re ulations. Where there is activi#ies. P PP 9 4. 1HE CONTRACTOR SHA�L MINIPAIZE ALL OFF SITE SOIL TRACKWG. ALL SOIL 1RACKED OFF STE SHALL BE �MMEDIATE�Y ���/�� � ����O�JG PLl46�i C013 conflict between these plans and the speciFcations, or applicable standards, the most restrictive standard shall apply. All work shall be 26. The Contractorshal) submit to the Town of Vail Cons#ruction Inspector ar�d g�a"srr appr�val far �a constr�ctian sfaging plan, schedule and CLEANED UP TQ THE SATISFACTION QF THE TOWtd OF VAIL. INSTALL STABILIZED CONSTRUCTJN ENTRANCE PRIOR TO inspected and approved 6y the Town of VaiL phasing plan prior o the start of construction. COMMENCEMEN7 OF l�PtY ��NSTi2UGTi0td AC71V{TlE5. L.�VEL 3 t�1�A�IR9� PLAN C094 6. All references to any published standards shall ref�r to the latest revision of said standard, unBess specifically stated atherwise. 5. ALL EXCAVATING F8R ROAGiNfP>Y, RETAIhlIh1G WAILS, DRAINAGE F,4CILITIES AND OTHER TRENCIES SHALL MEET OSHA 27. Construction sies and staging areas must be fenced and maintained in a s�c�r� c��rdition at all times. Keep fencing ond surrounding REQUIREMENTS. Th n in er who has re ared these lans b execution and or seal hereof does hereb affirm res onsibilit to the Town of Vail as areas clear of tras and debris. Any construction debris or mud dropped info rnar�hales, pip�s, .�r �raciced on$o �xisting roadways shall be LEYEL. 1 �R�I�dAGE PLA�1 G015 COpyrlght 2010 �' e � 9 � ? p P ' y � Y P Y removed immediatEy by contractor. Contractor shall repair any excavations or pavemee�k failure� caused hy cons�ruction within or in the 6. THE CONTRACTQR SHAL� KEEP A SE7 QF CONTRACY DRAWINGS MARKED UP TO FUU.Y INDIC�TE ASBUILT CONDITIONS. THE bene�ciary of said engineer s work, for any arrors and omissions contained in these plans, and approval of these plans by the Town of Vail v�cinit of the IimiC of construction. The contractor shall be res onsible EOP dama � du� fo construcfion at no additional costs #o owner. Engineer shall not relieve the engineer who has prepared these plans of oll such responsibility. Further, to the extent permitted by law, the Y R � ORAWINGS SHALL BE PROVIDE� TO Al.PIIJE EPIGINEERING, INC. UPON COMPLE110N OF THIS 1MRK. la'i°1�1`T'6f �LA[V CQ16 en ineer hereb a rees to hold harml�ss and indemnif the Town of Vail ond its officers ond em lo es from and a ainst all liabilities and The contractor sha remave all sediment, mud, and oonstruction debris #ha# m�y aceurro�alat� in the flaw lin�s, private properfy, and public � o Arch iteetu r� I nco 9 � 9 Y � P � ' 9 rights af ways of te town as a result of this construction proJect. Removal shall be candu�fed withier 48 haurs. ��t�arn aIl constructwn 7, SAFETY IS THE RESPONSIBlt�'T°t �?F TWE COfVTRACTOR. THE ENGINEER IS NOT RESPONSIBLE=OR SAFETY IN, ON OR ABOUT � � ' damages which may arise from any negligent errors and omissions contained in these plans. ' staging sites to thir origina( condition upon completion of the cons�ruction pr�j�:ct. THE PROJECT 51TE, tJOR FOf3 ��MPUPNCE BY 1NE APPRQPRIATE PARTY WITH ANY REGUI.A'�NS RELATING THERETO. ����'�-� C�17-0018 ', 8. Ail saNtary sewer, storm s�wer, and water line construction, as well as powec and other "dry" utility installations, shall conform 4o the 2g, Dim�nsions forla ut and construction are not to be scalad from an dr�win . If �r#anent dim�roslons �re nof shown contact the _ local utilit entities standards and s ecifications current at the date of a roval of the plans b the Town of Vail. Y° �` 9 P = 8. OBSERVATIONS OF 7HE WORK th! �ROGRESS AfVD ON SITE VISITS ARE MOT TO �E CONSTRUD AS A GUARANIEE OR ��I����IIV, JQl6dTING & DETAlL C019 Y P PP Y D�signer for clarifiation, and annotate the dimensio� on fhe as-built record drawings. WARRANTY BY TIiE EtdGINEER �� TI-IE CONTt3ACTQR�S CONTRACTUAL OBUGATIONS. TOWN OF VAIL r r xima wh n h wn n h drawin . It hall b h DEPARTMENT OF PUBLIC WORKS 9. The type, size, location and number of ali known underground utilities a e app o te e s o o t e gs s e t e 2g. The Contractorshall have, onsite at all times, one 1 si ned co of th� a rove� ians, one 1 co of th� a ro ria4e standards 9, IF ANY GROUNdWATER IS ENCOUNTEFdED 7HE CONTRRCT�R SHALL C4NTACT ALPINE ENGINEQING ING AND 1}iE TOWid OF VAIL �����'�B�G P�,AIV �CO20 responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work before � � 9 P� �p � t � ��` �P P 1309 ELKHORN DRIVE commencin new construction. The contractor shali be res onsible for ursknown under round utilities. and speci�cations,md a copy of any permits and extension agreemersts needed f�r th� job. ENGINNERING DEPT. IPAPdEDIATEL`fe 9 P 9 VAIL;CQ 81632 30. If, durin fhe onstruction rocess, conditions are encoun#ered which could indicat� a �ituatirarv that is rrat identified in #he lons or 10. THE CONTRACTOR SHALL MAItJTAi�I 7}?AFFIC AT ALL TIMES TO THE SAl1SFACTION OF THE O�NER. THE CONTRACTOR SHALL �������P� ���E7RA71OP1 PL/�►N �021 , 10. These drawings represent oniy the approximate location of utilities and are included oniy for the convenience of the contractor. 9 P p t:970.479.2158 Contractor shall be responsible for locating alI utilities, pipes and structures. Contact utility notification center of Colorado (800)-922-1987 specifications, the .antractor shaU contact the Owner, the Design Engineer �nd th� �own of Vail Con�fruc#i�� Inspeotor imrrsediately. MINIMIZE 1RAFFIC DtSRU6'TI�NS AhlD PROVIDE ADEQUATE SAFETY PRECAUTIONS TO ENSURE UBLIC SAFETY. __., to locate underground facilities. Contact Town of Vail for additional locates (970) 479-2158. Contact Eagle River Water and Sanitation 3L The desi ner sbll rovide, in this location on the plan, the iocation and d�scri tioe� oi th� n��rest surve b�n�henarks 11. THE CON7RAGTOR SNALL PR4TECT' APlD PRESERVE ALL TREES, BUSHES, SHRU�S, ,aN� eRO�vo eovER iN A MArvNER ,4RCHITECT 4240 ARCHITECTURE ING 9 P � � ACCEPTABLE TO THE 0�lER, AtdD AS DEh�NED WITHIh! THE PERTINENT PERMITS. 3003 LARIMER STREET District for additional locates (970)-476-7480 ext. 114. Utility looates to be performed at least 72 hours prior to any construction for the projec4 as ve11 as the bosis af bearings. the information shal9 b� as felic�wrs; activity. Contractor shall ensure that work preformed in fhe proximity to utili#ies shall be according to the requir�ments of the DENVER,CQ 80205 requirements of these agencies. The contractor shall notify the owner s r�presentative of any existing utilities which may interfere with the PROJEGT BENChAARK: HARN GONTROL PQINT "SPRADDLE" ELEVATitJN=�287.�2" 12. THE CON7RACTOR SNALL MAIRlTAIhE EXIS71tdG DRAINAGE CHANNEIS, CULVERTS, AND APPURTNANCES DURING CONSTRUGTION proposed work prior to construction. The contractor shall repair a!I existing utilities to remain which are damaged during construction at no AS NECESSARY TO PROIECT ROA�S AND PRQPERTY. t:303.292.338� f:303.292.3113 additional cost #o the owner. PROJECT DATUb SCA�E FAGTOR: 1.4004i186 13. RETAINING WALLS GREATER TFIAN 4 FEET IF6 HEIGHT SHALL REQUIRE A 6UILDING PERMIT FR�M 'THE TOWN OF VAIL AND STRUCTURAL DESIGN BY A STRUCTURAL ENGINEER. CIVIL ALPINE ENGINEERING ING. 11. The con4ractor shall coordinate and cooperate with the Town of Vail, and all utility companie� involved, assuring that the work is Basis of bearinc colorada central zone (harn) nad 1983/92 and town af ua60 mapg�ir�g praJ�ct ocfober �996 stati�ns spraddle �i ENGINEER 34510 U.S.6 UNIT A-9 accomplished in a timely fashion and with a minimum disruption of servtce. The contractor shall be responsible for contacting, in advance, 1660652.671 e t753950.797 and woodman n 1652148.916 e 2727065.36�, spraddl� #o �aaodma�n bears �72°26'53"w. 14. TOPOGRAPHY ANd SP4T ELE�/A110P1S FOR TN{S S{TE WERE PROVIQED 9Y PEAK LAND CONSU.TANTS AUGUST ANd SEPTEMBER all parti�s affected by any disruption of any utility service as well as the utilify compani�s. � EDWARDS,CO 81632 32. Locate, proteci and maintain bench ma�ks, monumenfs, control points �rsd �roj�cf �ngir���ring reference poies#s. Re�stabiish disiur6ed 2004) t:970.926.3373 f:970.926.3390 12. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facilitate construction or if or destroyed it�msat Contractor s expense. 15. THE CON'iRACTQR SHALL PR01�DE � Cf}NSTRUG114N STAGING F'LAN TO THE TQWN OF VAII IRIOR TO BEGINNING any wa#ar is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. CONS7RUC17oN. 3URVEYOR PEAK LAND CONSULTANTS,INC. 33. The Contractarshail be responsible for replacement of any existing mat�ria9s that are damag�d duri�g canstreaction wi4hin the limi#s of l3. The eontractor shall submit for approvai and aomply with all terms and conditions of the Colorado Permit for Storm Water Discharge construc4ion or in he vicinity of the 9imits of construction, at no additi�na! ccs�g t� th� �awn�r. 16. THE CONTRAGTdR SHAIL SCHEDULE A PRECONSTRUG110N MEETING WITH THE TOWN OF VAILENGINEER AND ALPINE C��� u7�u7Y No7�F�CaT�oN 1000 LIONSRIDGE LOOP (Contact Colorado Departm�nt of Health, Water Quality Control Division, at (303) 692-3594), tha Storm Water Management Plan, and the EtdGINEERING PRIOR T4 COPAMENCI[JG CONSTRUGII�N ACTiVITiES. CENIER QF COLORADO VAIL,CO 81675 Erosion Control Plan. 34. When an exi�tig asphait street must be cut, th� sfreet must be restored to a� condition �q�aal to or b�tfier than its original condikion. f:97Q.47f).$G44 Patching shail be one in accordance with the Town of Vail Street Repair S�andards. Th� se�r�� of th� asphalt p�tches shail be i�fr�red 17. PRIOR TQ CONSIRUC710N, THE COMTFtACTOR SHALL MARK All TREES INTENDED TO BE REM�VED AND SCHEDUIE A WALK 1 -8Q�-9�2-� g�7 14. The Contractor shall provide and maintain approved erosion and sediment control °best management practices" (BMP) for the project unl�ss ofherwise intructed by the Town of Vail Engineer. THROUGH WITH THE TOWId OF VAIL Y� CONFIRM REMOVAL 4F SAID TF2EES. STIZUCTURAL MARTIN/MARTIN INC. duratian. Contractor shail inspect BMP's weekly ond after every precipitatton event. Contracfor shali documen4 inspection and make reports CALL 2-BUSINESS DAYS IN AdVANCE available upon request. Accumulated sediment and debris ghall be removed from a bmp when the sediment level reoches ane half the bmp 35. Upon campie#io of cons4ruction, the site shall be cleaned and restored �o a eond6tion �qual to, or bet4er th�n, that which existed 98. CONIRACTOR TO MAINTAIPI 4CCESS 7C1 PARK(tdG STRUGTURE AT ALL 11MES BEFORE YOU DIG, GRADE, oR ExCAVaTE ENGINEER 12499 WEST COLFAX AVE ' heights or, at any time thot the bmp functionality is adversely impocted. All necessary maintenance and repoir shall be cornpleted within 48 before canstruction or #o the grades and condifio� as required by these plaa�s. FOR THE MARKING OF UNDERGROUND LAKEWOOD,CO 80215 hours of identification, unless otherwise a reed u on. 19. NO HEAVY CONSTRUCTION EQ9JIPMEPJ7 ALLOWED ON THE PARKING STRUCTURE. CONSTRUCTICJ YEHICLES MUST PARK IN TOWN 9 P 36. Standard Fland':ap ramps are to be canstructed at aH curb r�turns �� identi�ed ae� �h�s� plans. Th� constructian o� 4hese handicap OF VAIL DESIGNATED (SIGPlED} RARKItJG ON Tr1E T�P DECK QF THE LIONSHEA� PARKING ST,UCTURE. MEMBER UTILITIES t:303.544.275Q 15. The Tawn of Vail shail not be responsible for the maintenance of storm drainage facili#tes Iocated on private property. Maintenance of ramps shall be in acordance to AdA currenf standards. on sfte drainage facilities shall be the responsibility of the private ow�ers. 20. CONTRACTOR TQ INSTALL 60 H9GH GREEN SCi2EEPJ FENCING BETWEEN CONSTRUCTIOM WORK 12EAS AND RQADWAYS. MEP BEAUDIN GANZE CONSULTING 37. After acceptane by the Town af Vail, public improvements depic4ed in th�se plorss shati b� c�u�r�nteed to h� free from mat�riai and � ENC9IPIEER ENGINEERS,INC. 9fi. The Town of Vail shall not be responsible for any damage or injuries sustained as a resul# of the cons4ruction of this proJect as a warkmanship defec� for a minimum period of two years from the date of accep�ance. 2 . ALL RAILINGS TO BE DESIGtdED BY 4T1-1ERS result of groundwater seepage, whether resuiting from groundwater flooding, structural damoge or other domage. 222 CHAPE�PLACE 38. The Contractorshall be solely and completely responsible fo� the condifi�ers at and adjac�s�t fa 4he jtsb site, lncl�a�+3ng safety af pers�ns UTILITY QVJNERS UNITAG201 17. The Contractor shail be responsib{e for insuring thot no mud or debris shall be tracked onto the existing public street system. Mud and and property durine performance of the work. The contractor shall provide lights, sign�, barric�des, flagm�n, ar �ther d�vices nece�sary to debris must be remaved within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) provide for public �fety, pedestrian and vehicuiar access as needed. Thi� requirer��n� shall apply continuously ar�d no� be IimiCed to normal AVQN,CO 81620 workin hours. ELEC7RIC ................................. HOLY CROSS ENERGY or as approved by the Town of Vail construction inspector. 4 ' t:970.949.6108 JEFF VROOM (970) 945-5491 18. The Contractor shall notify the Town of Vaii Construction Inspector (970-479-2198} 72 hours prior to the start of any construction. If 39. The Contractorshall not willfully proceed with constnaction as designed wh�n it i� obvio�as thraf previausly �ankn�wn obstructions andfar DE I N work is suspended for any period of time after initial start-up, the contractor shall notify the Town of Vaii of reason for suspension and grade differences eist that may nat have been known during design. Such coerd'e4iacss shall b� irvrrriedi�tely brought to the a4tention of 4he GA� ......XCE� ENERGY �NDSCAPE MARY HART S G """°""""""""""""""" " ARCHITECT POST QFFICE BQX 8528 estimated time of suspension. Contraotor shall notify the Town of Vail 72 hours prior to restart of construction. owner's representaive for decision. The contractor shall assume full responsdbol�ty �ar �i8 r��cesseary r�visions and rep�irs due to failure ta KIT BOGERT (3Q3) 571-6677 give such notificaten at no additional cost to the Owner. BRECKENRIDGE,CO 80424 19. The Contractor shall notify the Town of Vaii Environmental Health Inspector (970-479-2333) at Ieast 2 working days prior ta the start of an earth disturbin activit , or construction on an and all ublic im rov�ments. 44. At the end of sach worki�g day, the Contracter shall be respansibl� f�r c�nnecting tFra �xi�ting storrri eirainags pipes �o the nevrly N/ATER �c SANITARY SEWER .......ERWSD y 4 � Y P P installed storm dr�nage system. All drainage systerns within fhe constructi�n llmits shali be maintained by the Contractor for th� entire FRED HASLEE (970} 479-296Q t:970.389.3583 20. The Owner shall be responsible for obtaining ond submitting to the Town of Vail Construction Inspector material teats in accordance with duration of the costruction project. The contractor shai! be responsible to maintain al! draonag� avl4hin �h� construction site and affsite #he applicable standards and speciflcations for all work within the Public Right- of-Way. If the flnal soils/pavement design report do�s not drainag� which is erectly affected by construction. TE�EPNC7NE ..QWEST ..>...... ................... correspond with the results of the original geotechnical report, the Owner shall be responsible for a re-design of the subject pavemen# SAM TOOLEY (970} 468-6860 section. All final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to 41. 1'he Contractorshall be responsible for maintoining #he operatian c,f the existing T"�wn sfr�e� iights wi#hie� th� prajec2 lireroits. The the Town of Vail Construction inspector prior to placement of bose and asphalt. contracfior may prvid� temporary street lighting capprov�d by Toevn ef t�e�i(, vdhen existing �fr��t (ight� ore r�mo�ed. CA�LE .D........................................COMCAST 21. Prior to placement of H.B.P. ar concrete within the public Right of Way a mechanical "proof roll" will be required. The entire subgrade 42. The Contractorshali be responsible for maintaining the operatian cf �tti�ting 1'�wrs irr�gcati�er lines witFsin �fhe pro�ecf lomits unless TONY HILDRETH (970) 925-4311 and/or base material shall be rolled with a heavily loaded vehicle having minimum singie axle weight af at least 18,000 Ibs. Any otherwise approvedby the Town of VaiL subgrade/base section exhibiting excessive pumping or deformotion as determined by the construction inspector shall be reworked, replaced 43, Th� Contractorshall maintain access to fire department hydrants �nd co�nectioras shali be rreaintain�d throughout consfruction uniess or modified to form a nan-yielding surface. 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SEE d�C .E L . . ... . . .. _ , .�.�.•.......... ... .............,.... . �. . .�... `•. � . ....._.... .. � .. . ... ,.. ,. ... .::.__,:.....:: . . . . ...:, _ . . . _. . _ . � , . _ , . �:..� .. .,:... . .....__�, � �: �,.,.......�,:. . _ . ... .. , _ _ . �. . .� .... , ....�...........�����..: .. ... _ . . �. , ..... . . � , �.`. .� .,, . . � , . , .,. . �..................._.. . .. . . .. ......... . ......... . � . .. . .. . . .. ... .. .. ..�A :". ... ... ... \... . �t . . �\\\�. . ���t��.�v��vxv�..��a�x�.:.t��..���.v.vvv.. n�... .... .. , , ... ....... . ..,.,� . . .. .. �..�.: .„ . . .. .. . . . . . ...� .. :.. ... 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'� . . . ,� . ,..,.. .. � . . , ti. . ��... � ti ' .,,:.,.... � ..�� -. _ . ,: . . :E • �y. E IS71NG STORM ... ... . � �� _ . .. .. . . . . � �. x . . . .......... .,. . .. . 3 . ... . _ � , �I.JIL�IN . . . . � . .. . .. ..�... , . ....... , �, ` _� � . . . . . . . . �P���C� . . . ♦ . � ` � , . . . . . . _ _ . . . . �. __ ,.:..,.... . . . . . . .. . ...,..... ... . �. ` , � � � . . � . . . . .,�� � .. . ... \� : . . . . . . , . . . . _ �. ... . � � \ . � , � ... eC � .. � _ . � �. ... '-.., ... �.. . . . . .. � ..: . .. .. . . .: . .. :. .� :. . .: '. . � �.• k \ \ � � l. ♦ �♦. ♦ ♦: ..� . .. .... ....�. . .... . . �� . �.. ..v .. .. .... .... ,... : . ... .. ... 1 . . . . . . ., ... ....,�. � � � { ...... \.,, , , . . �....., .:,: � . , " m . .. . _ . _ �. . _ .. .. . . a . .,. �. . .. . . . . .. ,...: .. t�,. .... .. . _.. . . . , . . . _ . . .. , .. . . . . � .. . o. t . , . ._ ` . OW 5 8.. . .. R M , , -. _. .. _ _ � . . , ... , . .. . . . ; T . \ �. _.. _ _ .. �F9.6 . , . ... , . . . ,. � : a . .:.......... .. . \ .. ,. . ; � ...:. • � _. .. _..... . ,. . . �� . _. _ � . : . �.. . .... .. .. ..._.. PROP' �<� RIGATIi�N,.. 6.1� � , _ ,. . . . , . ,. . , ::�a� .,. , . . . : : . �...�,,: �'. R , `� _ �. . _ . �.. �t�, .. ..__ ...,:. �... � ......,... . .......:..: ,. : _ _. , .. , r. � : .. . . . . _ ,. . .: . , �... ..... I�iLET T0 REMAIN PLANTER . . _ . . � , _,�, : .., , .. . ... , .. � . ................ \.: \_ _ , . ,.. . . �._ . . _. . .. � ,. , . , _ �. .. _ . � \ � , : � :: � ...... �. � . ,. .. . .. � : . >. . , ... :.� . t,: ,: „ � ....�......... ,... . ... ... _ � .. . . ..,. . >�� � � � � : \� .. , . ,�. . , � � _ �..,...�`�.. . , . � .. .... . . \ � .._ �., ., _ � _ . _. ..�.. �. \ ` � �. _. , , , �. _ , . ,:. �tJWEFfi LEVEL �.F. Si46.3 _...._. . . r � � .:....._ t.........4.,,,,,�.,�..,. r...,... , .. .. , . . _, \ _.. .. .._ , . . � �. , � s. _..,._,._... , \ , _ ... . . � .,. ,,: . . _ � :. .. _..... . ,... � . .... .... . .� . . . , . . . . .. .> ,.. . �. . _.. :..... ... .. _ � , . . . _ „ ,..,. _ , :........ . ,:.. _.., ._ , � , _ _ ,... `�_ : ... _ _, Y IN THIR'�! A ., . . •. .. . . ... :.:.. ......:.:.. .... . , l : �..., .. . .. . J-. . . .. ..4..... 1 ��. . . . .., . . _ � _... . . ... . ,. . . .� . , �.. , � �RE , � .... . _..... : .� ��, .. . . _, _ . . .. . . . .,. ,,\,.., . ..... . ..__._ AREA , � _ .. : _ �. RIM 4 .6 . _ � . , ... _ _ �. . . 9 . . � ,� . � _ _: .: , . � � ... ,... _..... 50. �a � . _ . . . _.... �.. � � �. ,. ;..: . ... ; `.,,, , . : . � �,..w�,•� 3 1 , � . .: ... ... ,._ _ . .. . _ _ ,.: _::... . . 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TOWN OF VAIL ` - .. :-, DEPARTMENT OF PUBLIC WORKS _ , _ _ ......._ _ , , >.. ., ; ; " < : ,;:`. ; " 1309 ELKHORN DRNE _..... < ; ; _ .. ..... _ ; ,` , : . ; .. .. _.... , _ ...:..._.._._. : VAIL,CO 81632 t:970.479.2158 ARCHITECT 4240 ARCHITECTURE INC 3003 LARIMER STREET , � ...... .. .... .. ; "" ; ; ; DENVER,CO 80205 � . ... .... ... ......... ; t:303.292.3388 f:303.292.3113 : ° ' '?.:: CIVIL ALPINE ENGINEERING INC. Pi4TCHBACK CONCRETE iTOPPING SLAB ' € ;,:DAMAGED DURIWC MEDIAN REMOVAL ; ; ; ENGINEER 34510 U.S.6 UNITA-9 :..(USE...C�QNCREIE...MIX.:.#3, .RE:.SQ03).. _ ; ' EDWARDS,CO81632 SAWCUT NEAT LINE, REMOVE DAMAGED ' i t 970 926 3373 f 970 926 3390 PARTIDN OF TQPPING SLAB �0 TOP� ; ; EXIS7ING DECIf SEE SHEET CO20 ' . . 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ISS.# DESCRIPTION DATE :; _,._ .. .... ` ARCHITECT'S PROJECT N0.: Z'I 064.�4 3 ; ::... .. ,.:.: , ; � ; ` ; � �RAPHI� S�ALE : : � . . .. : _ � ; _ .. � � a .: (� :` >; ... �; 1� � �20 � 40 � � C� � ., f ..... :..... :` , � , .,. 0 .... , N �. .'i � . � . . . . . . ..... . . . . . . . . . . , : . . . '.' . �..,.... .:' . . . . . . ... ... ,.. , , . . :.. � .... .. . . .: - . . . . . ' `,. . � . . ' . . . � � � . . � ... ;:.. . . � . . . „ . � . . .. . . . . .. . . � . . . . ; ; . . . . _ . . . . . . .. . . . :. . . . ..... . ��. . . . .; „..... r.:� : � . ,. . . .,,,,.;. ........... �:: .: .. .,��" . _. .,,, ..�.: ,,: '� � . � . . . : ...... ... ..: . . :.. :-� ..: � ' . . . t �- , ; . ; .,,. 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GAS LINE -�--�`�'- E'�"�...�......._._ PROPOSED WATER SERVICE D I N � : . � :�'` ;, � . . i : ; : ,: ,��h�Tl���1�R SH/�LL PROVIDE � ; : sr �` .,. .. . .• _ EXIST. PHONE UNE �^�^�' P��i�^�' PROPOSED SEWER SERVICE r� � " ": ,: E:. i , �`°°i a... a.... ___. .... - EXIST. SEWER LWE �'" F�3�#�^,_.�.^�' PROPOSED PHONE SERVICE , , � {�B -�` �, �a-�UI�.T �"�RI� DRAIN�E PL.A� E ': ` ,; t .` ` `� � � I t V�7 ���I�Li A�I�CE I ! .. .... .... .... . TER LINE .......__..._ F'��---�-�-�_ PROPOSED GAS SERVICE � , ; , � � WA R FLE�T I�l VI! H . .,. EX�ST , >. : - ;.,.�.. ......o..��.... p$g''��''g['� �{�"y"� /''�p��°"p'('�� gi/'��i /��,i � 0�■�■0�� PROPOSED CULVERT � 1'°1 B�9�!�e�ir f�k,J �V I V J (I�S lJ�TI L.11 V P�!"'1!�� �,,: �\�:t�`�\t�.��::.��`.s EXISI7NG STORM SEWER .� " . . � : � . 3.3% PROP. GRADE � . � t�„°',.�.. . . �., �. . . . . �.,�:, ���. . . . . . . �..:.z . - . . . . . . . . �151.5� �EXISL SPOT ELEVS. . . . � . . . � "' ' PROPnSED SPDT ELEV � PROP. 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PROPOSED CONTOUR PES PROPOSED ELECTRIC SERVICE _...................._.,_.. ........._____. . � : _.....::_ :.�:r:::r:°::::::::�:_:. .; �' 1309 ELKHORN DRIVE . . . . . . . . .._.................................__........;�....:�c,,.-::..-r..:��:::::;..._...._. . . . . . � � . ..................... . � ..._..........................................._. . . .. . . . . . ,....„.........:..::.:...... .............._. ,. ... �_ . . . . . . . _.__..,.„ . .. :.;...... EXIST. ELECTRICAL UNE PN PROPOSED TELEVISION SERVICE . . °� ." " ° ' ;.-.:..;`� ' AIL,CO ..... .......... .. _.............. ._. ...:..... .......__....., : . , :,�_....... ... __.._............._........_......,...,..._.__._. __: �TC�F���E ��t�t�) V 81632 °- .-�.:, ...,• .... EXIST. GAS LINE PIMS PROPOSED WATER SERVICE _ .._ ........_....:................��.,.�........!...,. _...... .._. ...:..,., - _. . .... .... ,_ .....,... ...,.........z . __.. �.;':, ... ... � t� •�� • .... _ ... ., t:970.479.2158 , ..,...,. , . ., ,. ,, .,, .,.. . ,:. .. �' _______ __________ _________ ______ �� . . . � ` ,. . , ,. _..,._..... ...... _._ _ ......__ ' .. ,. ��. ... .. �.,. . . , .. , ,.. .. .... ... PR POSED SEWER SERVICE \ \ �\\ .\. � �. EXIST. PHONE LINE 0 � � \ _ _..... ..... ............... .....„__. PSS �������..��� \ . �\.�.\ .E\,\\�\�\\��� ` \\ �� � ".� :: �: ,..,,__........ ..... ,_, ..........................._ ............,__..... .... \\\\\\\\��a . ... � ��. � � ,. , _... ..... .... _ _ ..... _.. ..... ......__. .......... ..... .._...._.. ..............._............ ._,...... ............_................... .._.._ ARCHITECT 4240 ARCHITECTURE INC \�.�\�\��\\.�\�.\\��..\.����\....`.��\�\�\�,�;O.\\\\\��\a�.< .....,..,::: ........_ ..�............ ....._.. � __ . 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AFT�F2 ��h#C�3�1'� �,41JD CONCR�iE E��ND. „ :�,A�I�Y �P�� Cat�t��CT �E�I�P�„ i���.t�t�ot�� �EE SE�Ew �PA�IP�G, ,�P�[� � �€C�F�� ��",�SPH�t��) ' 1309 ELKHORN DRIVE � PVG PER�'U6�ATED SU�GRAD� PR40R TCt L�CATIDN d8hdi� PAETNQD OF Ifi Ct��ESTRt�CTED ,��GRRDE I'RBOR 1'(7 TC�F �133.3" PATCHBACK �SPNALT a LC3C��7C}� ,��V[7 l��Ti�iiO[2 C3� ,4�CNC�ff�IBdG TE�tE �° VAIL,CO 81632 AFTER CQNCRE'I'E BANE3 ���ERDRAIN SLQFED AT PLh,�EP�Eh1T C}F CLA,Sa 6 1&14CHt39�ING 1NE TU�IIUG, ARE aLI�IfVG, �RE �l° t?T}-�ERS. !a �oNSTRUCTEQ 1% hAl�l, !NI°fN �f�4" �ASECOURSE E3Y O7F(EE�S. II.A�EMEh1T 0� C�.aASS 6 t:970.479.2158 4$lASHEp RC�CK VdRAPPEq IA,�ECCIURSE 3� �I���.O ����i� ARCHBTECT 4240 ARCHITECTURE INC N.T.s. N.T.s. N.T.s. N.T.s. 3003 LARIMER STREET DENVER,CO 80205 t:303.292.3388 f:303.292.3113 A HEATED PAVERS QETAIL B ��4V��5 VOIIfH CONCRETE SUB�LA� / TR��H EN�LO�lJF3E � �A��IJT �1�IN°f L� E��V�T�F� �HAFT SU�DRAIN �,�,� ALPINE ENGINEERING INC. :,, ENGINEER 34510 U.S.6 UNIT A-9 __.._,:, __ EDWARDS,CO 81632 h�ULTIPI.E ZURN CHIaPlh1�LS �A,N �� ` t:970.926.3373 f:970.926.3390 ATTACHED TO FORM A COPl7tIdUCDUS :,, ; ...,...,,. . ; F�iE-5LC3PED SYSTEMl. S1f5`t'�1N5 ` `, ..`. SURVEYOR PEAK LAND CONSULTANTS,INC. LOhIGER THA�I 120 �EET tMILL NEED SIDEYdALL EXTENSIpNS � ; � 1000 LIONSRIDGE LOOP ; I I ���� ���� ������ ���� �61 � Era� c�� {a�af�.� � ��o vo�c�E� �t.�� t 9�70.4 6 8644 : � ��e��� 0 `6 ,4L9�. �UIL�lNG ' "�'�E �M1€t��d�AELT �YS`CE�E P�Ef�I. I�e1L, ���E PiaA°I°�, � ' ����€FI�r�T��a�� ta�D Ca�S�G�, STRUCTURAL MARTINIMARTIN INC. ��r�c�e-re; �v�,L� �osve���ria� ���o ����a� �,������ �p,g�,�p��- y�,��� �-� E&��Lt��EP�� �E SE�E, �F�A,�It�l�, ENGINEER 12499 WEST COLFAX AVE � i �s 2' CC.�CRETE BE �{�E��LE°I�L1' REt�C3VEk�. ,AN� L�GA�T�C3�& �aE�D �l��IC��3 I PaR�P�" �1��� t�� ��s�h���st�G �i� °r�.t�l��> _ LAKEWOOD,CO 80215 r ' �9�E ��° �7�-tEF�Sa 6C7Pw��l CC3N�E7� t:303.544.2750 �_ ; i P�'OF'C�SEQ L��l�?!N� ; _ P�?E sLOPE€? #�[�FE i : � C� ; , �'ROPC?SED � 0 7b1�,4�E CH�4NNEi� , ; 6°° �4f�EA C1CtAiIN , ,. � � ... CON�RE°T� �J�aLL ; 6p���1 ��t��RE"f� f��it��S ; ; F',4�E�� `�P/ �°°SAhdD �C g� 7F€ICIC ' MEP BEAUDBN GANZE CONSULTING , , � ,, (RE, A�CH.� i �d j 2°` ��,�ld � �'�°ELDED ; ' ������ S�eC�N4�k J�It�G �y/ �Nf71NPAELI' ENGINEER ENGINEERS,ING. ELT ,.. ; ( Exl�°, �ONGRE�E i 4�!!�E �`A,�f�►� Ft�F3 �ECI�F�IC�G �.>{ ; ������°� E�CP,AN51CsN �J€�6i�7 222 CHAPEL PLACE '��SLa IS HiGF1EFd �hIt�4VM��LT' 1"ll�9hdG. ��------- ��Lt��Pd 6� ; ; 1��ar PA�K[�� P,�R�tlt�� i �s��xs��,�x�.�. �a ������, : � _ ° a,,.a, UNITAG201 � I S O M E TR I C : ; � �-r�uc-�uRE ' :� i � avoN,CO 81620 ° � ` ih�ST�LL 'f�2E�l��I D��fN �cal�: �laNE : �' ' ; � ' t:970.949.6108 ou��n..�� , ,. :: ,, ; v�,� �'� ���� �o�a���� , ' . _ _._. ------ - � , —� ...-_--- ........_' ' ` ; ��a����� ���� � � ; a� �c���.�� .._..��a�s�nra� � �, p ; .._.._-----.__..,,Y_�...4____.._�...._._.._,,. , ; � 1.�� , ' � I�� �t��d��tE�°Ey St�C ��.�C3 LANDSCAPE MARY HART QESIGN .� 4�°° 6 1 f�€ � ; �-:°?� CC3h1Ci�Ef'E.�dd�LK; � -••----- NC. DRBOfE ". .._....__---.........�.............�._._.....,_—__....� ; , � ; , ,,. ; --_.--------..............._.<.......---....-------�-=----- ' ARCHITECT � �, � ....,. i ........... ..._:..,: , ::t�NCRETE PARE�i1J� SLAB �„ , , . �_, , �� �- .� .� ,. ; ._ _ �. , .z , ... -.r� �" �t,EA,� , ; 1-,. �� �- s"C��SS � �'�� , 0424 . ' _.....__...............___............ ._.. � ; ;: BoTT0�9 duT�tT � ' � ' ;-_;.> ........;, _. . � � � ,C43 .. B G 0 8 : , � : � � :_ ':�A�E CCIURSE �s^�:�` P {....., � i f ` ' ' ' 2�" � ,� � � , � �8.A�5 �+ ,- , RECKENRID , ,...,. ,.. . , .,_ �...:. � � t:: ; , ' l ._. ._ � 1.�� ......_ t.970.38 83 ; ' t , -�---- .... _.__. E34�E �C3�IRSE : 9.35 ; �..., _ �^. r. , d" 3.5°° i ; ,....... � �_,_._..... _..' ".. ...... ..... ...""'�.""-A.""" j f ...... _.._-�....,.. ""' �C)�E4�'i�7� ,., � .............. ; ' ' �� �� � °; O ,, XIST, ....� _ �: HPB (Heel Proof Bronze Grate) . �„ ° �. � �'lRST � ..........:.. '�' �"��'.';a', �'�f�KIP�� �L��r� .X .. . 20° a .� : . , : .a: SECTIO�d --._:.�;;, � ` , . '; - � -...._ ._ .... ___._ ._ ... ... ...,_.... ... __...... ... 3 � ,, -._...._ ; ' , � � "> F L�VEL 1 C�{VCt�ETE sLta� I� APPRC?3C. 7°' DEEP. (..-- —'"I _ � � '•< ^•:,, a rt �d , � :, ,. 6° Ck.A xS 6 �� �.: �7UB�B��TC7 OT�� . � . � . o 0 0 � �'. ',`d•...., e� '°:' '�� �r�.}�'�. � . : :,: .7�:�` . . . . . . _ .: �t�6J� ���°e'�� �ONFLI�T �NE"�9 �/�l� o �� o . �mPd�RET� Td3 �E '. � 7F�E�ICH €3RA3f� TC3 E���°��i ��SE �'L6t1`E (IE:P�RCH� LEVEE. 2 � 3-- I��d 6VC?T DRlLL Pfi�ST COI�CRETE � �o� � 5 �� REP�9Ci`dEC3 ; ELEldA,T1C3P! Ad�' � � ��u����l. �r�.�. ` ' f�PPeN� sLA� (A,PPRt3x. 4" DEEP} 0 0 � , ; ,..._ , __.::_:, CONCd�CTI�@� JF TFiE ; EXISI1NG CQP��f�El`� _.�`�,`..� INSTALI� EXE��IVS(Oh! JOIf�T PA��KIFJG SLA�3. N.T.S. GRATE REFERENCE TRENCH SECTION N.T.S. - ' N.T.S. N.T.S. E TRENGH DRAIN- ZURN 886 � I���/EL 1 SE;TION A-A � CONCRETE W�LIC �4N� �TEIVI V1/ALL � LEVEL 1 �E�TION B-�� ������TE WHEEL STQP �-- _ CONCRETE PAVER� � � Cl� w DANDY BAG" BEAVER DAM° � � � `�° Installatian and Maintenance Guidelines Installation and Maintenance Guidelines ��'���� C�����'� �'�°P°��° �'€t�IS9i ���aF�E PAR�AE��T V�ALL i'C? �E �UILDING t�fALL Q z � InstallatEon: Th� empty Dandy Bag �hould be pl�ced aver th� Installation: The empty B�aver Dcsrn �hould ta� placed �v�r �h� CCo�fi�A,CT�� E�P! �6°f� �A°�R€AI_ EXIS�I►�G PA�RKI�7G ; CL��lF'L�"f�LY RE@�t}'V�3� grate as the grats st�nds on errd. If using aptianal nil gr-ate as th� gra�e stands esn end. i� using optior�al oil . >TRU�TURE CtSNCR£'TE � absarbents; pface absorbent pillow in pouch, on the battom ��y�orb�nts; place absorbent pillow s�n pouch, on the bcattom - - :OLtJMiNS (T'f3 R�MAE�!) ; � {belaw-grade side) af ths unwt. Attach absarbent pillaw to SEE S�IEET �f392 FOR " '���'�' ` ' i (belc��v-gro�d� sids) of the unit. Ati.ach absorb�n� pillcsw ta € I teth�r laop. Tuck the enclo�ur� f�aap in�de f.o complet�lY �RA,DI�JG�EH9PdD ��L�.� T s � . E�15T1P9G ,4REA RA€I�� tether it�op, Tuck the �rralcasur� flcap insid� #a complet�ly � �nclose #he grate. Hoiding the lifting devices (do nat rely on i ;: ; PR�POS�C3 �U3�N ��5 Ih! C�N�fiETE �d L�!>'�.3; enelc�s� the grate. Holding the Il�t9PBC,� CJ�YIC@5 (dcr n�t rel� or� � lit'ting davices to suppart fhe entirs weigh$ of the grate), place ;. � "�iEFB�W �FBdel�t. pRE �E f�E��l�t� D R3P�� ' the grate into its frtam�. lifting d�vic�s to sa�pport the entir� �+��ght of th� grate)< pl��� ; � . ��qp�� �r t�,7�� �111LLllhlG E9CCA 11�if� ; kh� grcat� irrt� i#s frame (s�ree# sid� f st), then la��r b€��k c�a � EX15TtEl� Ct7LlEC�IOtJ Dfd�,IN 1'0 edge e�i#h d�m intr� plaae. 'Phe ��av�r Dam she�uld b� �11RR�13B�,4€�! 60�7t7 C}F� S I �E REMOVED �N[3 ARaintenon�e: Rerrrovs a!I accumc�Eated sediment and debris ` artiai! blockin tk�e curb hsaad wh�rs ia�s#c�li�d ra erl . _ � c ,� ; � from surface and vlcinit of c�nit after �ach s�arm �venfi. P Y 9 P P Y E�UI�, D�AI�t �t��RC2. = � �'�'G ELE�. S�R�fi � LEVL 1 PA92KI�BG EXIS7ING ;; � R£Cd�VNECTED. EXISTiNG Remove s�dim�nt that ha� accsarriu(�t�d arithin ths con#ainrv�ant t�d�TEf2PRt3(}FIP�� A�iD/'C?�i � � G,4F�,GE APPRdXa DRAIN ;! l l,OCATI(7P� UPJ}4NOt�Sd, SEEA�S P�aira��ncsn��. ��rerav� sa1! aacumu(at�d s�dim�nt and d�laris '; �£7NDUlTS T�3 ALL �r�a of th� 17�and Ba �zs raeed�d. If usin o tional oi! . . . . -; DAF�PPRt�C5F11V� f�ER � ,. .. '< - :.. ' �t7LL�,�a LI�Hl°� t�i�D �t�.� i I :<° 'P4 'FRAVEL. �1NDE€i EXlST. � 9 9 P �rarn ��arfc�c� �and vac'n�fy of uraaf after each �#orm �v�nt. A��2CHITEGTIJR�L �lv.r�Pd� `'� ;;: �:: �.5" R� �i111.I3i�6�. T� B� E7C,4PAIA9ED Al" absarben�s, r�mov� and replace absc�rbent psliaw vahen n�ar° I STT�EETLI�HT�. �fU��3El� , r Rerraav� sedien�a�t that has accumulot�d wi�hir► th� containrnent � TIN9E �F �}fCAVA"fION scaturafiion. �d '' C?F �dl�DUIT� �,4€�€ES P�� � sar�a w� the ��aver Darro a� rr��ded. If using opti�anai ail � �!""�EL�CTRl�iAE�� F'LA�3 � DANDY BAG� abscarb�rsts; r�m+ave and replac� cabsarb�n� pillaw wher� near ,.-; 24" ; � i�e�° t � d af €•aars spturat'ton. � ��4 � � (146.7 !�' 0.759�) FLAP FOLDS OVER ` ° ;/ , TO ENCLOSE GRATE VELCRO . j' (3�.���{M�X��3T�-I�ts,0.L� 1�8 � � ' i ' i ( - ------------------------- .__ ` E � CLOSURE �, •._.-------- aCREEB^� �EHIND i- � `1--� ' t _ �M/ ; ,-~,.: �/"�" ��AC} F3A�� ' � ,� � GRATE BEAVER DAM� ° � �^y `�� ' ;. �R � BIC�N lJFJECAd�6�h9 -------------------------- �, : F�PPR(7b+�L7 �E�E��" FIE�L m ., .,, ,> .� ....; i .,,.. E PE,�� _ . 7CiS`3�NG F'9�'� �LCi .. . ... . . . . � . � o . . . � `O ._ O _�: ; � OO �O STANDAftD FABRIC IS AN OVERFLOW GAP >. , ,... . . � _.. ORANGE WOVEN 6°° TO �E�" ��. •:i � Y ,: . '' :' ; �o�P�vc�co�c-no� LIrTING �t�RRET� DRAIN 3 �" ' ; � DRF41N (VARIE� IN MONOFILAMENT , f ------ -�,...._.. . .. .,_._ 1"-6°° hRir�irnurs� , STRAPS , . . ... , .... _. �:.._...-��_»k._...._i ' 'ALL�W EASY VdA�aH�D RJCEt �FtAPPED .........._ , , � MOVEMENT �O O�O ---°.°�.___.:�.....�.....�a.......«._.._. n. ���D��FaPE PA'��� ' . �-m-24° �LElIAT'9qh1} SLl7PES IPJ �tiftAi 14CDB� FILTER ...._...._....__...... ....._....__----.__.__._ ' i i _: ....__- -----...__...._.� ........: .... ..... _..__...:_._.. ._.'--.._.,....... .._...,..�. ,... ; AT 1 OF UNIT O�X�O �ABRIC � 'WITH GRATE � �. . .. . �^N ���,"' �._�w`°`°�� '�,�,���."""�`�.,� � �91F3AI��AIN 50pt� dJR EC�l1l�6. E�(iSTifd� �PREB�Ct fj� 4�dA"(E���t��}F'Iht� ANC���FR O O �O ��or�� �.�° x s.�° �.�� ������a���r�� ��� Gev�� � �a�aa�r�c �s.�° f,:.:::. �z� �a��Ai�� �� ��cwE°r�c�-���. ���s ,. � STI9N AN OR�GE iC !i./ii �� P�g��E ��rON �'tiIBR��" � '': . . 1�p WOVEN MONOFILIMENT l�%!' DANDY BAG� � �// SEE STRl1CTl7RflL PL�4PI5 �� FF��E LPR,AI�lI�1� �f�R,VEL � : GRATE �531�, DETAIL 5} FOFt P�U6��E� C)F CC?�I�C��IIT� PE� T9�EPdCE� ���� ` LOW PROFILE WITH ., .� z TYf'ICAL CANlIt_E�EF° �.. � ':::-i_::::;�.� . R . . GUTTER FOR SAFETY Aa�� RE7AIAdIPdG 44�ALL V�L� VAf��°'. ELE�TRI�1;4P� TC7 �E a1��B "' �,,� > ; � �', ai ,' .. CURB AND LiGHTIhJC� LA"(OiJ°f FC3� ! ' �-_:;{I.;:��::_;-I;::- > � . i I 1=�3 AND CURB APPEAL 4" P��dF. �dIGlD PVC �'IPE ; �", a�'s :_I.;.;:;-'` • ` . I� I;....: GUTTER INLET �E�t?�d€�t��Y ELECT�IC aE��lIC�� PER INO/E�T ,0.NC� SL�PE �`� ' �r�„ ,; > R � _..��::.., ' o #, .� . f_��1.�:= 3 � DESIGN CONFORMS ����� �� ���� �` 6 ADDENDUM 4���s 10 MARCH 2O11 � TO ALL SHAPES OF � � _. 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RIDGE � - 7 Lf.ZLI..O ArCh IteCtLl�e I I�C. � , � 148'- 1 3/8�� ..r '._ � 148'- 1 3/8" �.� ._�a , � � � HEAVY TIMBER HEA)ER I 6 �!' � ' I /� �' METAL DIVIDER PLATE ' . ..;. / „ OWNER TOWN OF VAIL � / (RE:STRUCTURAL} _ ;.� > , DEPARTMENT OF PUBLIC WORKS , / � A730 � �4 . ;. ; � � FLASH ROQFIN�a SYSTEM INTO _ ,Vk � � � � � � � 1390 ELKHORN DRIVE , � STC�NE VEfVEER SYSTEM WITH o ( 4 .: , VAIL,C081632 / � I ' � MRNUFAGTURERS RECOMMENDED � :# ; �/ 5 ; ,;,.; + 5 t:970.479.2158 � � DETAILS � .. °. �.:; >- ,� A730 '`� ' A730 ARCHITECT 4240 ARCHITECTURE INC � . # . r� _.._ � � - ' � � � + 3003 LARIMER STREET �3 ' � � � G.� — - � __..._..� — — DENVER,CO 80205 / ' � :�� . ` �� , � � � ' PAINTED AND GALV. STEEL t:303.292.3388 f:303.292.3113 ,� ' C��� � : , ' ° r SUPPORT FOR EXPANDED CIVIL ALPINE ENGINEERING / � I � METAL MESH ENGINEERING 34510 U.S.6 UNIT-A9 NEAVY TIMBER HEADER , I � : � q. DENVER,CO (RE:STRUCTURAL) /,� � � ( \ � 970.926.3373 � ;., ... 20" MIN C�EAR BETWEEN � � FLUES SURVEYOR PEAK LAND CONSULTING,ING. , � °�- / i 4' -5 1/4"' . 1000 LIONSHEAD LOOP / I I I,i FLUES PENETRATION � � VAIL,CO 81765 , / i / / / � / f t:970.476.8644 / I � — - - - - - - NOTE: GC TO VERIFY ENGI�NE R�L 12499IWMSTCOLFAXAVE. , � � I TERMRNATIONOS TO EACH LAKEWOOD C0.80215 / ..�& / � � OTHER AND TO THE STONE t:303.431.6100 ' A730 SURROUND.VERIFY MEP BEAUDIN GANZE CONSULTING EVENT( EXHIBIT SRACE � - � CLEARANCES BOTH ENGINEER ENGINEERS,INC. � ' ( VERTICALLY AND 222 GHAPEL PLACE UNIT AG201 308 , -4 � HORIZONTALLY WITH AVON,CO 81620 / EVEF�I'/EXH1�11'�6�ACE E N Lt'�RG�C� lJ�I�I V�� �L�� NSTALLATION O FFLU'EUAND t:970.949.6108 r� � 1, , � J 36� SCALE: 3/8"=1'-0" FLUE TERMINATION. LANDSCAPE MARY HART DESIGN � -p- A730 - 1�-6�� � ARCHITECT POST OFFICE BOX 8528 � 7 , 7 f 2�� BRECKENRIDGE;CO 80424 ' � t:970.389.3583 4 A357 �� i ��: A3�� � � ENLAF�C�E� F! E L��E/ FLIJE PL�N — LEVEL 03 A�o �03�4�� STONE FIREPLACE MANTE� — � - CATERING P�4NTRY � � SCA�E: 1/2"= 1'-0° I � - 309 / / / ( STONE VENEER,TYP I I ' GAS FIREPLACE INSERT RE: SPEC - � AT FIREPLAGE N .:�a< RE: STRUG FC�R � (ST-01) � STONE HEARTH AND BASE � . �a BRAGED SUPPQRT � � �. . :: , , .., � _ . N i . ��. � � ,�'� _,:.; :.: :: ..::,: ,�-o° , � � � � - � ,�� i ��, _ / / MI BE � E P/C STEM AND BEAM /' ( e � � �/� W U , � � � — . .� .. • _ :a - � : • _` : - a, _ .a -:: 2 3 1/2 " _ '� _ � �' _LEVEL-03 � _ LEVEL 03 . - 1 8'- " " . -, a , .. .. = " `< °_ = � � "� � . . 128'-3 112" ,., - , . , �. .. - - < , • , -a - . ` • - - - -. . . . . _ ` � . � n . . _ STC.?NE VENEER � U C.� ,a.d ^--,9 aQ° : �_.<,� -. .� ,,.. _ � . 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(ST-03) " ,. ; , STRUCTURE I i : : , :R.��� .6 I , N `, � R16'-g„ LEVEL 02 . � LEVEL 02 "7 — . - - a .•- ,- - ° " - - °• 116'-3 1/2° — , ., � �<_ � - _ _ r ° 116'-3 1/2" ` '� ' __"_---- - - � - • 2'-5 1/2,� 3"THICK FULLY I i � r ls GROUTED STONE � � --- � - -- --------- — HEARTH � i ' � � ' I � / � i k STORIE VENEER 4 — � : � � 4 ' �;: '' ' Q�� A�������.,.„ � �"l, ' � . � ' ,���� �,�� �;'����� . . RESPONSES 11 APR 2011 7 BD 12" DIA GLASS "A" INSULATED : ° `:° ,; � � ; ; ��������������� � '��z `���� -� 4 ADDENDUM 2 02 MAR 2011 METAL CHIMNEY, UL103 l `,-° �.,m�rv���'����� �r ;`e� 3 ADDENDUM 1 18 FEB 2011 3 / � ,�} � ��& � � 3 � `� �` � �"�� w,wti ry �- ' , e� �, �. 2 C _ � k ������`n � / , o � • <,:�,. .�w.�. ���_�_ A�3o , . �; a7sa ., ; �t : � ONSTRUCTION 04 FEB 2011 �._---- � � : �, � WAITING AREA _� �.�-- _ __ ,.,�._. : 0' �� ISS.# DESCRIPTION DATE M,4SONRYADAPTOR PLATE FOR METAL FLUE ' / - �':. 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EVEL 1 GARAGE � FIXED GLASS PANEL / ; / / / i� / 105'-3 5/8° �� AREA C i T � r �� � ' t�aLL �.:` �� � � 2�11 � . � . � ., . r . � . . . . . . . . . . . . � STD 9" FIREBRICK WOli�EiVS �� 110 � ���, in :` .: ' , • ; ' � �° � 117 i 0 / " STONE HEARTH AND BASE , � ' , � ( Fk . , I# � + � � ( � , ° ` � � �.. �� � � __ _ / ,, � , KEY PLAN � ���a � LEVEL 01 � � X LEVEL 01 — _ _ _ • �. �' — , d ` _' � - _ - - _ - • . � . - � - - • _ — � � — — —- - _ 100�-o° — — -�' — — �° — —r�- 100�-o° FIRE E PLA ",��ECTION & m � — __—_—� — —:_ — — _ — — --==j— i= — — ��7 :: ' ��°.; °�," � < -�°�< .�, �.a4-�b.�a,tr Q,�.4 .p;:, , ; E.�� �`�N ,< . �-< . . : � � . . < , Y, . � : M . . -I I I-i I 1-I I i-i I I-i I I-I I I-i I I-I - - - _ _ - � I - I- ( . . � � . . . . � . � .. . . . . . . . m � �7sa �,� `t ,�., � � FIF�EPLA� FL�JE ��UTI�C� �E��l�I� 2 F�F���LA�� L IJTIN� �E�TI�N ENLARC�E� I E�LP��E/FLl1E PLAIV — LEVEL �1 � ENLl���ED FI�.EF'L��EI FLIJE PLAN - LE!/EL 01 � � SCALE: 1/2°- 1'-0" SCALE: 1/2"� 1'-0"' � `„ , �. SCALE: 3/8°= 1"-0" SCALE: 3/�?�� - 1�_Q'� � � `� �,.,�, �lIATERIAL� � FINISHES �CHEDIJLE o .,..:._...��. �`�- p� ����'f� � r,.,`��' ��' CORNER GUARDS & END WALL PROTECTORS: TILE: CARPET: POLYCARBONATE PA�(ELS: AAt p�n �. �P`rIVl..lK� MATERIAL STAINLESS STEE� MATERIRL PORLELAW MATERIAL CARPET MATERIAL F'�LYCARBORJATE PANEL-SEMI TRANSPARENT �C'I'i�VSUi`� . CG-01 TL-01 Cf�T-01 POLY-01 r�,4,, , MANUFACTURER INTERFAGE FI.�F�-W/"fVEXSTEP° BACKING MARlUFAGTURER PQLYG�L tu MANUFACTURER INPRO CORP I�ANUFACTUR:R MARGA CORONA �'�=` w� � Sl'YLE-COLOR FLUSN MOUNT, NO. 4 SATIN FINISH STY�E-CO��R EKOS STONE -QUARZO STYLE-COLOR S105 GRE`f�T: 14244 �: 9770 STYLE-C4LC�R �T'Af�DP,RL?-SM1JOW ��� - X RNER ARD I�E 12X12 SIZE 2' X2°l"ILE S12E � MM �4'X8' SH�ET, U.N.O. ��`�`S� �,� SIZE 3 3 CO GU S �� NOTE WHERE INDICATED ON DWGS NOTE BATHRQOMS L1, L2, & L3, �3 VESTI�l1L� �CP,TEF�if�� NOTE BEFiIRI� INF��MATIC?(� CENTER DESK- L1 NOTE W�iLLS SEPARATING VRD IMAGWATION STATI�N � � PANTRY � MATERIAL STAINLESS STEEL � MATERIAL CARP�T GG-02 CPT�02 MARIUFACTURER INPRO CORP MO�TERIAL PORCE�AIN MANUFACTURER WTERFACE FLOR-W/"NEXSTEP" BACKING fVIATERI�L PC7LYCARBC.�NRTE PANEL-TRANSPARENT copyright 2011 TL-Q2 POLY-02 STYLE-COLOR FLUSH MC)U�IT, NO.4 SATIN FII�ISH MP�NUFACTUR:R MARCA CORONA STYLE-COLOR LA PAZ CC�L(��E�IGAR�ANZO ST: 14610 C: 10120$ MANUFAGTUR�R �oL�G�� 4zq.o Arch itectu re I nc. SIZE 3X5X3 END WALL PROTECTOR Sl"YLE-COLOR EKOS STONE-QUARZO SlZE 2'X2° TILE STYLE-�(�L�R �°RIPI.� GL�AR NC)TE WHERE INDICAl°E� C?N DWGS SIZE 6X6 NOTE LEV�L 02 VF�C� SPd�CES �FIELD I�I 1l4 TURN PATTERN SIZE 8 dVlf� -4'X8' SHEET, U.N.C3. OWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS NOTE FLOOR TILE &BASE L1 PU�LIG LC7�KE��, L1, L2 i� L3 MATERIAL CARPEi' NOTE Vi�ALLS SEPARATING VRQ IfV1AGINATION STATION 1390 ELKHORN DRIVE GOIJNTERTOPS AfVD BACKSPLASH: RESTROOMS, L3 VESTIBULE �CATERIRI� F'AfVTRl' CPT-03 FRt�ft� OFFICES AND HALLWAY VAIL,CO 81632 MANUFACTURER IiVTERFA�E F�C}E�-W/"GLA��AC" �AGKIfVG t:970.4792158 MATERIAL ACRYLIC SOLID SURFACE MATERIAL PORCELAIN CT-01 STYLE-COLOR LA P��OLt�RE�/GAF��A�1ZC� a�': 14610 C: 101208 MANUFACTURER AVONITE TL-03 ARCHITECT 4240 ARCHITECTURE INC _ l�AfVUFACTUR=R MARCA CORONA SIZE 2'X2' TIL� 3003 LARIMER STREET STYLE-GOLOR W�IITE SANDS K1-6636 W/ �i" ROUND�VER EDGE RUBBER F��OR DENVER,CO 80205 STYLE-CQLQR EKOS STOR1E- FERR� NOTE LEVEL 03 �ilER1�/�XHI�IT SPP,CE- 1/4 TURN PATTERN � t:303.292.3388 f:303.292.3113 SIZE SIZ� 6X6 MATERIAL RU�BER FLOt�R CIVI� ALPINE ENGINEERING MATERIAL CARP�T Nf�TE RESTROOM COUNTERTOPS, 4" BACKSPLASH (�N ALL GPT-04 RFL-01 ENGINEERING 34510 U.S.6 UNIT-A9 SIDES,4" FRONT APRON NaTE ACGENT FLO(aR TILE L1, L2, & L3 R�SI"F�OC,��S MANUFACTURER INTERF�CE FLC`�R-W/"NEXSTEP" �ACKIfVG MANIlFACTURER ATI1�C)SP�IERE, REGYCLED RUBBER FLOORING. DENVER,CO � MA�ERIAL PORCELAIN STYLE�Ct�L.(�R 1904 Et�EMENTAL GREY 970.926.3373 MATERIAL ACRYLIC SOLlQ SURFACE ��-a�` STYLE-COLOR MONQCHR�ME - NAUTICAL ST: 13857 C: 101847 MANUFACTUR:R MARGA CORONA �HEET 4'WIDE ROLLS SURVEYOR PEAK LAND CONSULTINC,INC. CT-02 MANUFACTURER AV(aNITE SIZE 2' X2'TiLE SIZE 1000 LIONSHEAD LOOP STYLE-COLOR EKOS STONE-GRANATO VAIL,C081765 STYLE-COLOR KOKUORA F1-9117 W/SQUARE EDGE NOTE LEVEL 02 VR�-ACCENT NOTE L�VEL 01 PU�LIC SPAGE- FIELD SiZ� 8X24 CUT FROM 12X24 TILE t:970.476.8644 MATERIAL CARPET STRUCTURAL N9ARTIWMARTIN,INC. SIZE NOT� WA�L TILE AT RESTROOf�S CPT-05 MATERIAL RU��ER FLOC}R ENGINEER 12499 WEST COLFAX AVE. NOTE LEVEL 01 INFORMATION DESK MANUFACTURER INTERFACE FLOR-VV/"NEXaTEP'° �ACKING RF�-02 LAKEWOOD C0.80215 MATERlA� PORCELAlN MANUFACTURER ATM(.�SPHERE, RECYCLED RUBBER FL.00RING. t:343,431.6100 1"L-05 STYLE-COLOR VIVA GOLOF�E�m�OZUL VERl�aSO ST: 14650 C: 10113 PAINTS &STAINS: MANUFACTUR:R MARCA CORONA SIZE 2'X2'TO�E STYLE�C(�LOR 1902 �(IYSTIC MEP BEAUDIN GANZE CONSULTING STYL�-GO�OR EKOS STONE-GRANAI'O SIZE SHEET ENGINEER ENGINEERS,INC. MATERIAL PAINT NC)TE LEVEL Q2 VRC�-a4CCFf�T 222 CHAPEL PLACE UNITAG201 PT-Q1 SIZE 6X24 CUT FROM 12X24 TILE° �pTE �C?RDERS ANQ STRIPING AVON,C0 81620 MANUFACTURER SHERWIN WI�LIAMS MATERIAL CARPET t:970,949.6108 RIOTE WALL TILE AT RESTROOMS GPT-06 MATERIAL RIJ��ER FLOUR STYL�-COLOR EGGSHELL-SW609$- PACER WHITE MANUFACTURER INTERFAC� FLC7R-Vif/°'NEX�TEP° BACKING RFL-Q3 LANDSGAPE MARY HART DESIGN MATERIAL PORCELAIN MANUFACTIJRER A�MQ�PHERE, RECYCLEQ RUBBER FL40RWG. ARCHITEGT POST OFFICE BOX 8528 S(ZE ��--�� STY�E-GOLOR VIVA Cf�LQRE��V�RDE PRI{�AVERA ST:14650 C:10112 BRECKENRIDGE,CO 80424 M�NUFACTUR:R MARCA CORONA STYLEaGQLOR 1915 PROCLEUS NOTE LEVEL 01 PUBLIC AREAS:WAIT(NG RO�M, INFQ SIZE 2' X2'�"IL� ����-� t:970.389.3583 CENTER, RESTROOMS, LEVEL 03 RESTROOMS S1"YLE-COL�R EKOS STONE-GRANAT4 SIZE NOTE LEVEL 02 VR�m�,CCEtVT SIZE 4X12 CUT FRQM 12X12�'IL� (QR 12X24 TIL.�� NOT� VifAITING AREA NEAR THE SOUTH WALL � MATERIA� PAW�" �!C?TE WALL TILE AT RESTROOMS MATERIAL CARPEI' 3 PT-02 CPT-Q7 PLASTIC LAMINATE. MANUFACTURER SHERWIN WILLIAMS fVI,4TERI,qL PORCE�AIN MANUFACTURER INTEFtFACE FLO�-Wl°'�IEXSTEP" �ACKING TL-Q7 STYLE-COLOR SELECTED BY ARCNITECT M�ONUFACTUR:R MARCA CORONA STYLE-COLOR VIVfO COLC}RE�- ORU ST: 14650 C: 1 d1119 M�TERIAL. F'LASTIC LP,IVIINATE PL-01 SIZE STY�E-COLC}R EKOS STONE-GRANATO SIZE 2'X2'TIL� MANUFA�I"URER F(�RMICA NC3TE LEVEL 01 -PUBLIC LOCKERS SI�E 4X8 CUT FROM 12X12 TILE (OR 12X24 TIL�) NOTE LEVEL 02 VR�@ ACCENT STYL�-COL(JR 4177 LIIVIE MATTE � � ' NOTE WALL TILE AT RESTRQOMS MATERIAL WALK t?FF �ARPET SIZE � � � � MATERIAL STAIN �L_p� Ni�TERIAL COLORBODY PORCELAIN f,� CF'T-08 �ANUFACTURER FOR�C3 EhdTRAEVCE SY�TEM NOTE LE�lEL 02 VRD KITCHEN & CAMP ECOFUN CABINETS � � � � v PT-03 MANUFACTUR:R DALTILE MATERI,�L F'LASTIC L,�MINATE � � MANUFACTURER OLYMPIC STYLE-COLOR CORAL �R1��6�ACTIV- GREY 5�21 PL-02 � � � r.`��'` STYLE-COLOR EXT. POLYURETHANE SEMf TRANSPARENT STYLE-COLOR VIBE-V151 T�CHNO GR.4Y SIZE RE: DRAWING� MARIUFP,GTUR�R FC?RMIGA � W � � SIZE S IZ E 1 2 X 1 2 T I L E NOTE ENTRANC�A�' LEVEL Q2 VRD If�AGIRIATION STATION S T Y L E-C O L O R 9 1 2 �T C)R M M A T T E �"� U � ('� NOTF TONGUE &GROOVE DOUGLAS FIR DECKING AT NOTE FLQC)R TILE AT KILN !N LEVEL 02 VRCI �SlTCFi�RI SIZE � � � � CEILING AREAS WQt�D: � � MATERIAL GLAZED PORCELAIN NOl'E LEV�L 02 KITCHEN &VRD EGOFUN CABINETS/CU�BIE �('' � TL-09 _ ` � � MATERIAL PAINT MANUFACTUR_R DALT(LE MATERIAL KNOTTY/�L�ER MATERIAL F�L.ASTIC LAIVIINATE � � PT-04 �ND-01 PL-03 � MANUFACTURER SHERWIN WILLIAMS STYLE-CC.?L(JR COLOUR SCHEME- B907 GALAXY MANUFACTURER XXX MANUFACTURER FQRMICA � � � (..� STYLE-C(?LOR SELECTED BY ARCHITECT SIZE 6X12 TILE STYLE-CQLOR SELECTE� �Y l�RCHITEC°f STYLE-CC)LOR 1998 C}}XYGEf� MATTE C� � � W '� SIZ� NOTE WALL & �ASE TILE I�1 LEVEL 02 VR� f�iT�F{�N SIZE XXX SIZE L�VEL Q2 VRCD KITGHEN & GAMP ECOFUN CABINETS � � � :. � NOTE UTILITY AND BOH AREAS, WEST SIQE STORAGE AND MATERIAL COLORBODY PORCELAIN NC}TE FINISH l"Q MAT�Fi SAf�PLE NC)7E � � LtaCKERS TL�10 _ INTERIOR 1i11A�TING AR�A, H/�L� 113, EVENT SPACE � ('� MA�JUFACTUf�R DALTILE MATERIAL I�LAS�IC LAI�INATE � PL-04 MATERIAL PAINT STYLE-C4LOR KEYSTONES - D169 WATERFALL MRTERIAL BEETLE KfLL F'6(VE MANUFEOCTURER FQRMICA PT-05 WD-02 MANUFACTURER SHERWIN WILLIAMS SIZE 2X2 TILE MANUFACTURER RL WC70�V1/C)RK� + DESICa�I STYLE-Ct�LC}F� 3209 SOL MICRODOT MATTE STY�E-COLOR SELECTED BY ARCHITECT NC?TE �AGKSPLASH TILE AT LEVEL 2 KiTCh��f� STYLE-COLQR XX SIZE SIZE TRANSITIONS: SIZE V��E�� NOTE L�VEL 02 VRD KITCHEN &CAMP ECOFUN CABINETS NOl"E STAIR 01 LEADING TO LEVEL 02 VRD SPACE, LEVEL NQTE WOOD PAfVELI(�G AT VttAITItVG ROOM, MA�'ERIAL PL�ST6C LAMINATE 02 ME�HANICAL& IT/ELEC, LEVEL 03 STORAGE, MATERIRL STAINLESS STEEL INFO GENT�R , �VEPVT SPAC� PL-05 STAIR, &JANITOR'S CLOSET �R-d� PRE CA`f�4LYZ�D LACC�UER SYSTEM WITH 12 MANUF,�,�TiJRER FC3RMICA f�ARIUFACTUR:R SCHLUTER DEGREE SHEER6. MAGNAl�A?C �Y M.L. STYLE�CQ�OR 3697-58 �ELUGA MATTE MATERIAL PAINT �TYLE-COLC?R DILEX-EHK- N0.4 SAT'IN FINISH CAMP�ELL �R EQUAL, REFER TO M(aVEABLE PT-06 C�ORT NOl'� 1 F(�R A�DITIC)NAL FINISH. SIZE MANUFACTURER SHERWIN WILLIAMS SIZE MATERIAL DC7UGLAS �lf� N�TE L�0lEL 02 VRD KITCHEN COUNTERI"OPS & �ACKSPLAS STYLE-COLOR SELECTED BY ARCHITECT �lpTE TRANSITION BETWEEN FL�c�R AND CC3V� �,�5�l"IL� WD-03 SIZE MATER{AL ANODIZED ALUMINUM MANUFACTURER XXX MATEf�IAL F'LASTIG LAfVIINATE PL-06 TR-02 STYLE-COLOR SELECTED �Y ARCHIT�C°f MANUFAGT'l1RER F�R�r11CA NOTE LEVEL 02 VRD SPACE WALLS AfVD S(7FFITS �/tARIUFACTl1R:R SCHLUTER SIZE XXX STYLE-�QLCI�{ 54�8 Sf�OKY BROWN PEAR STYLE-COLOR RONDEC-DB NC1TE HEADERS �{V LEVEL. Q3 SIZE (UTATERiAL PAINT ���� NOT� �t�VVER COUNTERTOP �CABINETS LEVEL 01 INFC� DES PT-07 STONE: MA(VUFACTURER SHERWIN WILLIAMS NOTE TRANSITION BETWEEN TL-02 �W�-02 AT LE�lEL 03 VESTIBULE CEILING MATERIAL: 3 ADDENDUM 1 18 FEB 2011 MATERIAL STONE STYLE-COLOR MATTE- FLAT BLACK � ST_�.� 2 CONSTRUCTION 04 FEB 2011 SIZE FLQOR COVERING: MANUFACTURER GALLEG�� GC7RP. MATERU�L FA�RIC COVERED CEILING CLOUD CM-01 ISS.# DESCRIPTION DATE �IOTE LEVE�02 VRD SPAGE EXPOSED STRUCTURE AfVD (VIATERIAL LINOLEUM STYLE-COLC)R STAI�IEE� FA�GE F'ARK6�fECTURE#6 MANUF�ICTIJR�F� V�lHISPER�/VALLS CEILING ABOVE DROPPED CLOUDS AND ACT FG01 SIZE RE SPE� STYL�-CC}L�R ��lLING CLUUD-0701 WHITE ARCHITECT'S PROJECT N0.: 21064.20 (vIANUFAGTURR MARMOLEUM BY FORBO STYLE-GOLOR VIVACE -3418 RAFTING RIVER NOTE VENEER AT a1`-�f�E VVALL, INTERIOR COLUMNS, SIZE PT-08 MATERIAL PAINT SIZE - FIREPL,4CE AI4C} CH111�NEY NC)TE ��I�IRIG CLQUDS AT LEVEL 02 VRD SPACES MANUFACTURER SHERWIRI WILLIAMS MATERIAL STONE N�T� LEVEL 02 VRD KITCHEN, JANITQR'S CLO i��s`J�/�1� ST-02 STYLE-COLOR �ELECTED BY ARCHITECT AREA SOUTH OF VRD KITCHEN - F6�L[7 MANUFACTURER GJaLLEGC�S �C1RF�. SIZE MATERIAL LINOLEUM STYLE-C�LOR CC"�LORA�(� �UFF S�N[7ST(JN� ' F�-02 � NOTE �JRD ACCENT WALL ANC�TOILET ROOMS MANIJF,!lCTURR MARMOLEUM BY F�JRBO SIZE XXX � � � �� `�,r !� �� �,�' ��a Y�'��� �TYLE-GC}LC�R VIVACE -3420 SURPRISING Sl"�RM NOTE BEIGE- M(JRIC}LI�HIC GAF' STQNE �";,(`���p ,. ,���;�.�, �I k�,�J' � � . . . . . � . � . � � . . . VM fF ` t,:,��" s�6.t�,k I` ��� . r ��, �, "�"R18 �`�:i� � � �'�B'�� � j il SIZE — MATERIAL STON� � a ����� ��� "���'� � .°� `� ,-- � ; �R. ����'"'� � ��. �„� � ���� � � IViATERIAL � PAINT ' � � � � � � ST-03 � � � � �.�q������ � � , � � � � �,� ;���� � � � � �� PT-09 NQTE LEVEL 02 VRD KITCHEN WET AREA S�UT�6 �F VRB� MANUFAGTURER BUFFALC}Sl'C�M1IE INC. ����.��+����°��,��x������� �,_ �� �� : MANUFACTURER SNERWIN WILLIAMS KITCHEN -ACCENT �' ,, � � ,, , � F ,. ;, ,�� �� ; STYLE-COLOR BEIGE-�AN�STOl�E - HQRIED AND CUT � ���°����`3:.n,rc � � � � �� �° �$ , STY�E-COLOR �E�ECTED BY ARCHITECT �_..,.,, .,A..��r�/ � �_�-..�...�.�,..�:. �,�.z��a� ��,��.w_��aw,�_� .,��..M�rr�,�_�.��. s�zE SE� �IV����o� �L�v���Ot�s � ��" 7.. .. �� ��_., KEY PLAN SIZE _ �w�,F�,.�.._�_��.,,_�.:�k_.�W� NOTE LEVEL 03 PUBLIC AREAS INCLUDIRIG EVENT SPACE NOTE FIREPL��E �URROUfV� AND N�ARTH LEVEL 1 AND 3 �,.��$#��4���k x�,.. . I��� ___..� �ryaa_�,v=�. MATERIALS LIST MATERIAL PAINT � PT-10 � MANUFACTURER SHERWIN WILLIAMS � � ,F n, STYLE-COLOR MATTE POWDER COAT- SW7069 - IRUN ORE Q SIZE � � NOTE �'�lf�TEQ METAL TRUSS �QNNECTiC�R9S, PAI(�T �OLT HEA��TC� MATGFi � a� _ ..��w.._�.� ;:� � � .. _:;_ . �� ���._.__ ._;,._..___.�,�.,� M.W uw...�.., _W�_..��..�,,. .___ _ �,������. , � _ _ _ _. ... __ _ _�.�. ._._ �-�, y , , �, F� �� FINI�H SCHEDl1LE z.�..����� � � ., �.,��`�� �� �����g��� , � � � ��,� z ����� ����� PRC7JECT:VAIL LIC7NSHEAD TRANSIT CENTER � „ VAIL, COLORADO �� � '� �� � �;�g����e�� �� � PRC)JECT#: 21064.20 �� ���II���a` �:� . , �� ���e �a� ��. ROOM FINISH SCHEDULE �����' �,:�.M�.��° ��� � fia�;� ���: �x �r� VVALL FIR11�H t � ,�''`��.�,'sa;��'-,* � �4 :�� �a�'� � : , � ;� NlJ �EF� NAME LE�/EL E FI ISH FLOOR FI 13H NORTH TH E �T WEST CEILING FINISH �` �� ��'�c `� '� �`�`� z ..;... �.��� `� _ 101 VESTIBULE LEVEL 01 VVC�-01 IViTL-GRATE/ RFl-01 PT-01 PT-01 �T�01 PT-01 PT-01 �opy��gnt 20�� 102 VESTIBULE LEVEL 01 11V�-01 MTL-GRATE/ F�Ft-01 WD-01 WC�-01 VVL��011ST-01 WD-01/ST-01 PT-03/PT-01 �03 If�FO �ENTER LEVEL 01 1nlC�-41 CPT-Q1/RFL-01 PT-01lWD-02 PT-011!(V�-02 �TpQ1/VVD�02 PT-01 PT-03/PT-01 q.2q.0 At'ChlteCtUfe InC. � 1 Q4 �TORAGE LEVEL 01 R�-01 CONC/S PT-01 PT-01 PT-01 PT-01 - 105 �TQRAGE LEVEL 01 R�-01 C�NC/S PT-01 PT-01 �T-01 PT-Q1 _ owNeR rowNOFVai� DEPARTMENT OF PUBLIC WORKS 106 ST�41R 2 LEVE� 01 V1/C?�Q1 RFL-01 PT-Q1 - PT�01 PT-01 PT-01 �sso E�KHORN aRivE 107 �HELL SPAGE LEVEL 01 - - - - PT-01 PT-01M/D-01 PT-03/PT-01 vai�,cas�s32 t:970.479.2158 109 Vi/AlTING AREA LEVEL 01 Vt(D-01 RFL-Q1/RFL-02/F�L-03 PT-01 WD-Q1 ST-01/�lVD-02 - PT-03 110 H,4LL LEVEL 01 VVC�-01 RFL-01 PT-01 PT-01 PT�°O1 - PT-01 ARCHITECT 4240 ARCHITECTURE INC 3003 LARIMER STREET 111 ELEC LEVEL 01 RB-Q� CO�IC/S PT-Q1 PT-01 PT-01 RT-01 - �ENVER,co so2o5 112 �TAIR 1 LEVE� 01 VVilC�e01 RFL-01 PT-Q1 PT-01 F'T-01 PT-Q1 PT-01 t:3os.2s2.s3ss f:sos.2s2.s��s CIVIL ALPINE ENGINEERING � 13 H,4LL LEVEL Q1 i/VCi-01 MTL-C�RATE/ RFl-01 PT-01/WD-01 PT-01/U1/D-Q1 PT-01/1ND-01 PT-01/WD-01 PT-Q��PT-01 ENGINEERING 34510U.S.6UNIT-A9 1 �4- PUBLIC L�CKER LEVEL Q1 TL-02 TL-01/TL-02/TL-03 PT-02 PT-02 PT-02 PT-02 PT-02 oENVER,co 970.926.3373 115 IVIENS LEVEL 01 TL-01 TL-01/TL-02/TL-03 TL-01/PT-01 T�-01/f�Tm01 TL-O��F�T-01 TL-Q1/PT-01 PT-O'I SURVEYOR PEAK LAND CONSULTING,iNC. 116 FAMILY LEVEL 01 TL-Q1 TL-01lTL-02/TL-03 TL-01 TL-01 TL-a1 TL-01 PT-01 �000uoNSHEa��ooP VAIL,CO 81765 1 �6A �USTODIAL LEVEL 01 FtB-Q1 TL-Q1/TL-02iTL-03 FRP-01/PT-01 FRP-01/PT�01 FF��'-01/PT-01 FRP-01/PT-01 PT-01 t:s�o:a7s.ssa.a � 17 1/VOMENS LEVE� 01 TL-01 TL-01/TL-02/TL-03 TL-01/PT-01 TL-01/�T-Q1 TLa01/PT-01 T�-01/PT-01 PT-01 sTRUCruRa� MARTINIMARTIN,iNC. 121 UV�4l�ER ENTRY LEVEL 1 CARAC�E � GONC/S PT-04 PT-04 PT-04 PT-04 _ ENCiNeeR �z4sswESTCO�FaxavE. �AKEWOOD C0.80215 122 ELEV MECH RQOM Not Placed CONC/S PT-04 PT-O�- PT-04 PT-04 - t:sos.a3�.s�oo 123 HOS� SKI STORAGE LEVEL 1 (�ARAGE TL-0� TL-08 PT-04 PT-04� PT-04 PT-04 - MEP sEau�iN�ANZe caNSU�riNc ENGINEER ENGINEERS,WC. 125 �TAiRS LEVEL 1 CARAC�E R��02 RFL-03 PT-05 PT-05 F�T-05 P1�-05 PT-05 222cHaPE�P�acEUNirac-2o� 127 sTORAGE LEVEL 1 GARAC�E � GONCIS PT-04 PT-04 F�T�04 PT-04 - avoN,co s�s2o t:970.949.6108 1�� TF�ASH/RECYCLING LEVEL 01 - - - - _ _ _ LANDSCAPE MARY HART DESIGN �29 IT ROQf� LEVEL 01 - CONC/S PT-04 PT�04 Pl"-04 PT-04 - aRCHirECr POST OFFICE BOX 8528 � 130 STORAGE LEVEL 01 - C4NC/S PT-04 PT-04 �T-04 PT-04 _ BRECKENRi�cE;co so424 t:970.389.3583 131 H.S. RESTRaOM LEVEL Q1 l"L�O� TL-0� PT-08 PT-0� F�T-0$ PT-0� ACT 132 HALL LEVEL 01 TL-0$ TL-Q8 PT-04 PT-04 PT-Q4 PT-04 201 VRD IMAGINATIC�N STATION LEVEL 02 R�-02 CPT-02 PT-06 PT-06 P'C�LY-01/02 PT-06 VARIES: SEE RCP 20� IVIECH LEVEL 02 R�-02 CONC/S PT-05 PT-05 PT-05 PT-05 _ � 3 QFFlCE LEVEL 02 R�-02 Cf�T-02 POLY-01102 PT-06 I�Tq06 PO�Y-01/02 - �04 OFFICE LEVEL 02 f��-02 CPT-02 PT-Q6 PQLI'-Q1/02 PT-Q6 POLY-01/02 - � 205 C�FFICE LEVEL 02 F��-02 C(�T-02 PT-06 POLI'-01/02 PT-06 PT-06 - � � � 0 OFFICE LEVEL 02 RB-02 �PT-02 POLY-01/02 PT-06 F�T�06 PT-06 ACCOUSTIC CLOUD � 0 207 �1NISEX - ADULTS LEVEL 02 TL-02 TL-01/TL�02/TL-03 PT-08 PT-0� f�T�O� PT-Q8 PT-08 � � .� I`� 207A JAN CLOSET LEVEL 02 RB-01 CON�/S FRP-01/PT-01 FRF'-01/PT-Q1 FRP-01/F'T-Q1 FRP-01/PT-01 - � �- C.� � 20� IJNISEX - CHILDREN'S LEVEL 02 TL�02 TL-01/TL-02/TL-03 PT-08 PT�O� PT-08 PT-0$ PT-08 � � � � � 209 KITGHERI LEVEL 02 TLp09 TL-08 TL-09/T�-10/PT-06 PT-06 TL-09 TL-10/PT-06 - � � � � ; � � � Q 210 IT/STORAGE LEVEL 02 RE�-01 COfVG/S PT-05 P��05 PT�05 PT-05 211 MECH LEVEL 02 R�-01 CONCIS PT-05 PT-05 PT-05 PT-Q5 - � I_LI � t�T� 212 STAIR LEVEL Q2 R�-02 RFL-03 PT-05 PT-05 F'T�05 PT-05 PT-05 � � ,� 0 213 �1RD CAMP ECQFIJN LEVEL 02 R�-02 CPT-0IIFC-02 PT-06/PT-08 PT-06 PT-06 PT-06 VARIES: SEE RCP I�.J � � p �0 1 E V E N T t E X H I B I T V E S T I B U L E L E V E L 0 3 T L.-0 2 T L-0 1 I T L-Q 2 P T-0 9 W D-0 1 S T�0 I N V D-0 2 P T-0 9/ � � � U � ' 3 0 2 V E�T I B U L E L E V E L 0 3 T L-0 2 T L-0 1/T L-0 2 - W�-0 2 P T-0 9 P T-Q 9 W D-0 2 C� � � s 3 Q 3 1 n/Q M E N S L E V E L Q3 T L.-01 TL-01 TL-01/PT-01 �f L-01/P T-01 T L-Q1/P T-0 1 T�-0 1/P T-0 1 P T-0 1 � w � � 3 0 4 M E N S L E V E L 0 3 T L-0 1 �f L-0 1 T L-Q 1 T L-0 1 T L-0 1 T L-0 1 P T-0 1 O � � 305 JAN. GL4�. �EVEL Q3 f��-01 COfVC/S FRP-01/PT-05 FRi�-Q1/PT-05 FRP-01/f�T-05 FRP-011PT-05 - � G'� E 3Q6 GOAT CLOSET LEVEL 03 WD-0� CPT-03 PT-09/WD-02 WD-Q1 PT-Q9 PT-09 PT-09 �` 30� E�/ENT/ EXHI�IT SPACE LEVEL 03 1/VL�-01/lnfD-02 CPT-03 PT-09 WD-01 aT-011i�/D-02 WD-02 PT-Q3 3Q9 CATERING PANTRY LEVEL 03 l"L-02 TL-01 FRP-01 FRP-41 FRP-01 FRP-01 _ ,a �1 Q EVENT DECK LEVEL 03 �� 311 GE�lEf�P�L �TORAGE LEVEL Q3 (��-02 �ONG/S PT-05 PT-05 PTp05 PT-05 _ 312 STAlR LEVE� 03 R�-02 RFL-Q3 PT-05 PT-05 F'Tm05 PT-05 PT-05 3�3 IT �LOSET LEVEL 03 f��-02 CPT-03 PT-09 PT-Q9 PT�09 PT09 PT-09 ; ;; � ; ;; NOTE: � , 1.ALL LEVEL 01 SPACES TC)HAVE KNOCKQOWN TEXTURED FINISH AT AL�FINISH WA�� F a SURFACES TQ BE P T _ _ ----- ---- -- 2. REFEFt TC)ALL RESTC3Qf� ELEVATIONS FOR TILE WAINSGOTWG LOCATIONS. PAINT 7 g.D. RESPONSES 1 tAPR 2011 WALL SURFRCES ABQVE THE TILE PER THE SCHEDULE. 4 ADDENDUM 2 02 MAR 2011 3 ADDENDUM 1 18 FEB 2011 2 CONSTRUCTION 04 FEB 2011 ISS.# DESCRIPTION DATE ARCHITECT'S PROJECT N0.: 2')064.20 �� � � � � � � � .,m u ������`� ��� ' �°�� ��� �f'` � �� � a.,� ��,� a r�,, ����� w� �`r��"; ` `���°� . �.�^�,�i���� ��� � � ��1� a`", si�;��� � �4� �.��.,.� � .s�� ��...�.� �a";; ������ ��� � ��.�- � �� ���� v _... ._v�� ..u_.x.�, ��..:�_ _,.. ,.,a�._ , __, �� ,�� :�, ,�„ W LL,�� ..0_vt .,.� _�,.:� �������° ��.�_,. � _ .,..��3 . ....�.rv,. . KEY PLAN ..� � � ROOM FINISH SCHEDULE � a . . . . M � � . . � �.. . .. . � � � � �. . � . .. � � � . . � . � . . . . . . . . . � . . . � . � . . . � . . . , . . . . . . d' . . � . . . . � . . � � . . � . � . . . . . _ . . N . . . . . � . . . . . . . . . . . . . . � . . � . � � � � . (,�M� . . d, . . . . . � . . . . . . . . � . � . . . . . � . . . . 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VAIL,CO 81765 ' CENTER �IGHT t:970.476.8644 � ABOVE MIRROR �j __.___...._ STRUCTURAL MARTINIMARTIN,INC. �� ENGINEER 12499 WEST COLFAX AVE. � MIRROR BABY GHANGING LAKEWOOD C0.80215 ,� STATION t:303.431.6100 , I � ' / � MEP �EAUDIN GANZE CONSULTING , �i �SORA KET _..,.. � ENGINEER ENGINEERS,INC. � ; 222 CHAPEL PLACE UNIT AC-201 `� I�ILET PAPER AVON,CO 81620 � CSPENSER _: � t:970.949.6108 � --- LANDSCAPE MARY HART DESIGN ` ARCHITECT POST OFFICE BOX 8528 . \� BRECKENRIDGE,CQ 80424 ' ` t:970.389.3583 � ` LE/EL 01 _.... 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RESPONSES 11 APR 2011 3 ADDENDUM 1 18 FEB 2011 2 CONSTRUCTION 04 FEB 2011 I ISS.# DESCRIPTION DATE ARCHITECT'S PROJECT N0.: 2'I O64.ZO � . .. . . � Op . . . . �. � � �. � �.:�. . � . �EGESSED COVE LIGHTBNG �����y� ,�� �������' �ENT�RED AsovE �niRROR �������� ������� � � �a:� ,� -,,° � ���� �r����,��; .----- ELE�1"RIC hIAND DRYER ����,�������,� "�,��.,�,�`��x� � � 1 ����� 1 � TOILET PAPER �.�: a :. ���r n_—�-�Y...�.- .--�:��.�. ' DISPENSER ' �`•� g�,�..,.� �.���.� � " .a�� � �� _,_��� �,k�<�C��', :,�..r ± € STORAGE BASKET BABY CHANGING .v,a. F..��. _. ,�.��� � STATION ELEGTRIG HAND DRYER CHILD PROTECTION CHILD PROTECTION SEAT ' SEAT � KEY PLAN , , .� . . . . . . . . . . . . . ,�44 . . . . �. .. ... .. .. ,: E RGED EL '� ATIONS LEVEL 01 ;, ` LEVEL 01 � �, , � — — — ¢ 100'-Q° M 100'-0" �f;�' 0 d: �': � c.? /, � ��� o � 117 WO ENS � N� T 117 VVOlVIE� - � 117 �ME�IS - Vi/ES� ,.f � =' 3 SCALE: 3/8"= 1'-0" SCALE: 3/8"= 1'-0" SCP,LE: 3/8"= 1�_0„ o ' � � � � f�EFER TQ 1/A�43 FC?R TYPICAL ,' � MOUNTIIVG HEIGHTS � ' �.. -- ___.___ _.._._ .. —- -_ __—�.—_ �?`�� ------...------- —_-------------- �., . . :. .��m.r. .�., i 4� �� ��''�� ����� 2.11 � �, ��.N���. ,s��-�r�so�v ��,., �, �.�. �::.:.:� �- � ��g 8X10 WOOD HEADER S'T-02 � PT-02 � ��f�� G� (WD 01}(S�E RGP) STAIPV.ESS STEEL — �� STAINLESS�TEEL � �- CORN:R GUARD d � � GORNER GUARD STAIf�LESS STEEL CG02W.0. (CG-Q2) �� CG-02 R GUARD � ARTV�RK(NIC) I copyright 2011 STAINLESS STEEL t � — — — — CORNER GUARD �— �TAI9VLESS STEEL ( ( I L�.2.L�.O ArCh(��CtU I"C I f1C. (CG-01} �' CORf�ER GUARQ (CG-01} � � ' PT-02 OWNER TOWP!OF VAIL — — — I . — � � I I DEPARTMENT OF PUBLIC WORKS 0 0 0 0 0 0 � VE{VDING MRCHINES, ( � NIC Q � D 0 � 0 0 a 0 a ( p p p p p p 1390 ELKHORN DRIVE � � � ( fi 970.4 9 2155 I I �-- - - - � ARCHITECT 4240 ARCHITEGTURE INC p 0 Q 0 A � � I - 3003�ARIMER STREET 0 o a o o � o 0 0 0 0 � �, o 0 o n o 0 ' � t��.303.292 3 88020 f:303.292.3113 � ( CIVIL ALPINE ENGINEERING � � � � � � Q Q � O � �_� �Q-� � � � ENGINEERING 34510 U.S:6 UNIT-A9 � � pP1 ' DENVER,CO I � `� 970.926.3373 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 SURVEYOR PEAK LAND CQNSULTING,INC. _ � 100'-0" � 100'-0" ° 1 QQ'-0° 1 QO -0' — — — , , 1000 LIONSHEAD LOOP VAIL,CO 81765 � t;970.476.8644 STRUCTURAL MARTINiMARTIN,INC. ENGINEER 12499 WEST CO�FAX AVE. LAKEWOOD C0.80215 t:303.431.6100 MEP BEAUDIN GANZE CONSULTING 1 �4 ���LI� L������ � �'�12 1 � 4 ���LI� � � � � ��LI� L��fe��� � � � 14 U""V�LI� L����IZ� � � ENGBNEER 2 2GCHA ES�PLACEUNITAG201 SCA�E: 3/8"= 1'-0° SCALE: 3!8"= 1°-0" - SC.�L�; 3(�" = 1'-0'° ' �GA�E: 3/8"= 1'-0" AVON,CO 81620 t:970.949.6108 LANDSCAPE MARY HART DESIGN ARCHITECT POST OFFICE BOX 8528 �.1 0 �e 1 9 �o� BRECKENRIDGE,CO 80424 t:970.389.3583 — PT-02 �TAINLE�S STEEL CORNER GUARD�, CG-01 W.O. , 4° I I PT-02 � e1Q 2411 SCRIBE�ONTINUOIS WOOD �LQCKING � L(JCKERS: �� BETWEEN LOCKER TYPE 1: AMERICAN IOCKER"STATESMAN" 18"X12", COLOR: FORE�T GREEN � - — � � AND SOFFIT AT ALL P � TYPE 2: AMERICAN IOCKER"STATESMAN"31"X15", COLOR: FC?RE�T GREEN � � � � � LOGATIONS(PT-02) `" � _ � ! � � � � �- — — — — � — — — — PAINTED GWB SOF IT � � � �"�� ' I ABOVE ALL LOCKEI:S � LEVEL 1 C�ARAGE �; i i — � � '9— ( � � I � � (PT-02) — — Q° O 105'-3 518" I I � � � � � � � I � ( � � ( � � _ � � � � � — � L.�J � c� _ � � � � o o a o o n o n a o m o o � � � - - - - � . . . . _ . .. _ : . _ , . _ o � �. . . . . � I . . �� . . 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LI L — � i i — — _ ��G����� PU�LI� LO�PCEi2 I 4 � �, ' �►T�4���PRO� � SCALE: 3/8��, 1�_0�� SCALE: 318"= 1'-0" � � _ _ � {NTC�-' - -_ 114 � .,- � NQ BACKSPLAS'H a_��a� � .:.F- / {CT�1} � ,.- ` o � I � G�AF�L�l� � _.` - � A816 5 � P6�IPVTED ST��L ( ' � - � "°� �.1 1 2.1 O �;, � I (T'VI�,VV.d�.� ( _ _ .- -' "� ` — L _ _ _ ' ( sUPP�RT BRACE � I �'-3" , --6"� 1 3l4° 4'�0" 2 " — .__ R � � � / ' � � 4�� �,_3„ �• ��; . �X10 WCJD HEADER,W.O. I __ ` �� � ` (WD-01)SEE RCP} — ` — — —I — — — -�- — — — — — � , — - — — -I- — — -/=' �--- — STAINL�S STEEL ' \ � / `��_40 CORNEF GUARDS, � - —� — — — — — — -� — — — �— — — — — — �� A � GG02 WO. � " aa` � '� FIXED � r ������J�f�� -- 6„ \ FIX�f�-�- � -' � ''� � . �` �ENCH � �f � �ENCH �-a°a Q � � CFCI � / � � �FCI ' TYPE�t'X__�I � _ - ° a 1"YPE 1 X� I / \ ( 6 L-C}GKER'S, -' �Q 6 LQC ERS,`� � / � � \ i �CFCI ( � BUiLT UP W(3C�C7 �° "-m I CFCI � ' I I � r ( HEADER�'O WRAP � FLOO DRAIN FLOOR DRAIN . 3 ADDENDUM 1 18 FEB 2011 ,^� . � ���T ��p � TYPE 1 X 1 �OCKERS, � CENTERED � •-°"�� 2 CONSTRUCTION Q4 FEB 2011 SOFFIT C}N�LL�IDES - • -' � C CI UNDER BENCH .-.� 3 112" ` � l�6VQE��ENCFi � I I � � I TYP EQ l ( � EQ EQ 'l � � EQ . , - ISS.# DESCRIPTION DATE -, � / , � � / I � � �'p � ARCHITECT'S PROJECT N0.: 21064.2Q � .��. ,- ( I g A816 _ \ � ( � ' _ \ ( � ° .- �������'��� ��� ���n��r• PT-02 0 0 0 0 0 D 0 0 d 0 0 " ' �, �, °' ��� . - , u . � �' , � � � � a��s � � ° � � °�� ���� �� � �`��; ����,;���t . a 4 � � ' ����� _�- � � � PAINTED STEEL � / 3 I i„ 7 ev \ � �'.: r '� \ / _°" ������:���"��� �.3�k��,� �� . 6'-2" 4'-Q" � 1P_7,a r ,� � SUPPORT BRACE °y_ ' � � � 6 \ a �����m�.,� �.��. �3,��1 � - � -. _��,. _._�._�___. 3 "°- 0 Q a 0 � � 0 � 0 Q � / ; . :` q. I i , -..---- i I °�` ���„ . � �. ELECTRICAL OUTLET .a . . a_ _ " °' �� _ , ��,_ ,�,�,_�..s �-v�,_.� :. � co � � a , �a ; � _e..a:.�_ �.._._,„.�.:..�� _,�,.. �..��._�.�.. �n,..� . � � ., , ' A� - �r � � x ocK s, � E � x ac�E s, _� - :.�o ���t u *..��A, .�_�_ . �I � I�_� �,' �L_� � vl� ��� ��_,�.� ..�,�..�rw.:�_� � �_� �� �� `�/ �.� `�� ; ALIGN GROUT JOlNTS � ! E � W D ���E °�.4 ` C I � C I `� °:-a� ����`�� �� W/FLOOR TIL.E JOiNTS C � � 0 D � � � �Q < .�,. .�• , : s�-s-� �P (WD-Q1} < Q e - - -• - - .- . . _, . � � _ ,- � , . _ _ , - , - P _a:-e . - - . , ._d �f� �"���:� � � ����� c � :�_ : . - - . .. °. .� �-�. d.a . � . . . . s .. _ . , o .- -0 .r;a . _.. . � � ° �-� . . � � � . _ _. e , ' .ea: ; • „ -� . , _, a, _ _ °d . a- `.°�e a o �° °, ,°a -m;." ..� ` a , a f ?� . , , : . ., � `1< - ,� . � . -d� . h���� � � TILE BASE(TYP W.C�.} LEVEL 01 : .< , • . - : : ._ _: , . .d . ,�" . . • ,, . - � _ . , a �4 d � ,ei u (TL-02) - 9 J4�� — � — - _. 3 100�v a�. ��.�..�.� .u.=__�.��. �_��k.. ��.��3x, � � ,� ;: , ' ' ( ( TR-1 (TYP} � ` � s � � �� � LOCKER R(�ON1 BENGH 3303Y POLLARD KEY PLAN 3'X1'W/CLEAR C(JAT ON Ci.ST IRON -- �..e._� , o ; _.. . / .--. .. �::._�._ � � � � � � � o � � � � � � � � � — ENLARGED ELEVATIONS AND ; � . 114 �l��L�� L��K - � �lJ LI� �CKER� - 114 F�ooR P�aNs � , � � � ��._ -N�- SCALE: 318"= 1'-0" aCAL.E: 1/2°= 1'-0° �, � I N . .. . . . . . . . . . . . . . . � � O � . . . . .. . . . . . . � N � . . . . � . . . . . . . . . � � ... . t�V � . � . . . . . . . . . � . . . � � . . . . .. . . ��,, R!C?TE�: _---.- 1. PL-06 ON ALL EXPQSED&SEMI-EXPOSED � �� ����f PLYWOOD FACES AND EDGES U.N.O. „�,,��.� �p,'�'� , � 2. IaLL EXPOSED BEETLE KILL PINE FINISHES TO BE � �, `�'1�rI��AL» PRE CATALYZED LAGQUER SYSTEM WITH 12 �j��'��v�Q� DEGREE SHEEN. MAGNAMAX BY M.L. CAMPBELL �E,,., �, � �� QR EQUA�. c:.`;,,'-° «- � � �,,,�,� 2 -6 ��^��� � 1'_8„ � ��� N � ' � ` � , a � CQNTINtJ�US WD copyright 2011 BLOCKING W.O. � -'_----_ �_ c-r-o2 q.�q.o Arch itectu re I nc. m _..._ 3/4'"PLYWD CT-02 3!4" PLYWD �`'----_� LIGHT FIXTURE OWNER TOWNOFVAIL ' �' DEPARTMENT OF PUBLlC WOF3KS i 4"X4"X1/4"THICK X 6° 1390 ELKHORN DRIVE 2"WIDE STEEL .__ ANGL.E @ 10"OC VAIL,CO 81632 3/4"PLYWD 2'- 1° i� Cl"-02 � t:970.479.2158 � ��� 314"PLYWD 1/16"WD-02 � ARCHITECT 4240 ARCHITECTURE INC Gl'-02 VENEER ON 3/4,. . � MDF CORE <- 3003 LARIMER STREET 1/16"WD-02 VENEER .��� , N DENVER,C0 80205 ' ON 3/4"MQF CORE � .,, ---_ � t:303.292.3388 f:303.292.3113 �,_2„ ��� CIVIL ALPINE ENGINEERING ENGINEERING 34510 U.S.6 UNIT-A9 . . , . . . . . . . . � . CV � . � . . . 1X4 VVC}QD FFtAME � � 1X4 Wt�OD FRAME DENVER,C0 314"PLYWD � ¢ 2"DIAMETER GROMMET 2"C�IAiUIETEF2 GROfv11�ET 970,926.3373 COL�R T�NiATGH "' ��y COLOR TO MATCH SURVEYOR PEAK LAND CONSULTING,INC. COUNT�I�T(�P COLC}F� -------'' 1000 LIONSHEAD LOOP -.�.__1 COUNTERTOP COLOR 3/4" PLYWD ________- t 970,4 6 86445 — 3/4" PLYWD � � � STRUGTURAL MARTIN/MARTIN,INC. (JUTLET W.�'9. N Q FIXED SFiELF W.O' ENGINEER 12499 WEST COLFAX AVE 2X6 2X4 @ 12"OC LAKEWOOD C0.80215 � CLQSURE �ANEL t:303.431,6100 318"EXPANSION AT Ef�D W.CD. MEP BEAUDIN GANZE CONSULTING BOLT @ 24"(�C ENGINEER ENGWEERS,INC. MAX,TYP 2X4 a� �2"`C3C 222 CHAPEL PLACE UNIT AG201 —�- AVON,CO 81620 t:97Q.949.6108 CONTINClOUS WD B�t�CKING W.O. i CO�ITINUOU�WC}QD � I LANDSCAPE MARY HART DESIGN BLOCKING VV.C�. ~ �, ARCHITECT POST OFFICEBQX 8528 3/8" EXPAN�IC7N BO�T BRECKENRIDGE,CO 80424 @ 24"OG�IAX,TYP ; t:970.389.3583 1�\ /`\ N /�'\��___ � 3/8° EXPANSION BOLT . 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I ' � ! �/ ! _ FIRE ALARM PULL STATION � 5 ��ga __._ ,.. ': �� - PT-09 �"��" °°�-i ISS.# DESCRIPTION DATE ,' �zx_.: m �� _ _M�._� �_�,..� � :,_ — ; PT-09 � - ARCHITECT'S PROJECT N0.: 2'I 064.20 ___.....� � c� � ,: � r / �� ; ��` ' EQ EQ ALUMINUM �j ��f ,�� ,��� � STOREFRONT , , , � ,, W D-02 , �, `` I ( / f � , � W D-02 ' ' �� ' 4 , DRINKING FOUNTAIN x , V l; V�ERT CAOLI PANELS �] �J ' r � ° 3 = ALIGN GROUT JOINTS I� l�rJ �� �.1 V � I � r 1 D � } ,� .;1 W/FLOOR TILE JOINTS � � ' � ! � �' � ' (TYP) �p� �. r�� ��I�� ; , ;. , v ; � :� TR-2 (TYP W.O.) ; ' � ' f ! < � � P SH PLATE AND KICK PLATE : ' �� ,' � � � —� ON EITHER SIDE QF DQOR o _ TILE BASE (TYP W.O.) LLx�� � � ���L r: �, � � RE: HARDWARE SCHEDULE � �- _ (T�-02) E. 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LAKEWOOD C0.80215 t:303.431.6100 ; , MEP BEAUDIN GANZE CONSULTING i' , ENGINEER ENGINEERS,INC. 222 CHAPEL PLACE UNIT AG201 LIGHT SW ITCH --- STROBE LIGHT AND HORN AVON,CO 81620 �' t:970.949.6108 � � _ LANDSCAPE MARY HART DESIGN ; THERMOSTAT(W.O.} — FIRE ALARM PULL STATION ARCHITECT POST OFFICE BOX 8528 � � EXIT SIGN/ BRECKENRIDGE,C0 80424 I t:970.389.3583 DOOR (R.H.} DIMMER (W.O.) FIRE EXTINGUISHER � ELEC. RECEPTACLE/ � � JUNCTION BC)X/TELEPHONEI DATA OUTLET ; � j 4 I i . . . . . . . . . . . . � . . .. . � . � . . . . . . . . . . C\ �. . � . . . . � . � . . . . . . .. .. . . � � � . . . . . . �. � . .. ... � . . . . . :.:i. � . . . . . : .. .. . .. � . . .. . . � � . � . � . . .( � . � . . � . . � . . � � � � � . . � � . � � � ��.. 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RESPONSES 11 APR2011 2 CONSTRUCTION 04 FEB 2011 � ISS.# DESCRIPTION DATE ARCHITECT'S PROJECT N0.: 2'I O64.ZO � T `�. �3��„ 1 '-0" � 2'-Q" � �� <o E�� � r �� ic�� I �i�� R—uJ � —� � � �? ot5 m �(� E=I� j,—k„ � `— � o �w EAC E ,�---� � 4� 0 � � � � � � � �� = � `-_ �, � � � o �¢ �_= 8 0 �- `�'? i I,�� `_-� �_ �v> ^'�- ,� � b„ � � , � _ - I ' = _ �'� I 'v.' I — I � I i � r� � r� � � ��11� I �� �— �„ � r� r� � � � � , I � � rr, _ ��� � _� _� N _� � i Q I ( ��� c�� '''� `^ � � � � z - �;� ������ �� �e��� � ,--h" `o �„ E��? F C:� 1 '_��," 10 FIN � TO �IP�I FNISH RE: 11A841 �AC E � ` � � � F���;E FiooR ff�. 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CAIVIP�,ELL OR EC�UAL. � � � copyright 2011 _ q.2q.o Arch itectu re I nc. OWNER TQWN OF VAIL DEPARTMENT OF PUBLIG WORKS 1390 ELKHORN DRIVE VAIL,CO 81632 t:970.479.2158 ARCFiITECi' 4240 ARCHITEGTURE INC 4"X4"X1i4"THICK X 2"VVIC�E STEEL ' 3003 LARIMER STREET ANGL� ca 2'OC DENVER,CO 80205 t:303.292.3388 f:303.292.3113 ' F'RC}V{D��QIVTINUUUS ' " GUT TC}FIT �t4"FU�LY TEMPERED GLASS TQP CIVIL ALPINE ENGINEERING EXTEiV�V��TiCAL�A9UEL 1 -0 @ ALL HORIZONTAL StDRFAC�S ENGINEERING 34510 U.S.6 UNIT-A9 �TEEL STUD BRACIt�1G 112" �ELOW GiJf7�lEl7 V�ID �a HEAC)$�iILL _ DENVER,CO �1��IE�(�PAN�L '� 970.926.3373 � -- � "' SURVEYOR PEAK LAND CONSULTING,INC. '` - WQ-02 VENEER ON 3/4"MDF CORE PANEL ON 1000 LIQNSHEAD LOOP `l. > 2 1/2"X 20�AU�E fVIETAL _-____ _ ��� :::; STUQ FURRlNG IN 3/4" PLYWOOD& 1X4 WD FRAME COUNTERTOP VAI�,CO 81765 p' CURVEC9 Tf�l�CK TCa FIT t:970.476.8644 � 3/4"PLYW� PRIMARY MATERIAL TO BE 1/16"WD-02 VENEER WD-02 VEN��R C31V CURVED QN 314"MDF GORE WRAP ON ALL EXPOSED STRUCTURAL MARTIN/MARTIN,INC. :� SURFACES ENGINEER 12499 WEST COLFAX AVE CC3NTIfUUQ�JS BACKIfVG AS O LAKEWOOD C0.80215 F2EQUIRED �' 2 1/4"SOLID WD t:303.431.6100 i� BULL NOSE , - MEP BEAUDIN GANZE CONSULTING _ ; t- ' `- BkJILD UP 2 1/4"THICK ' ENGINEER ENGINEERS,INC. > �OUNI�ERTC}P , 222 CHAPEL PLACE UNIT AG201 AVON,CO 81620 — CUT T(� FIl' 114"THIGK X � WIDI'H �C�fVTINUC1lJ5 FULLY 1" � t:970.949.6108 Q TEIViPERECb(.�LASS TOP DRAWE6� �. N LANDSCAPE MARY HART DESIGN 1/4"GL� �ACFC�SIDES � ARCHITECT POST OFFICE BOX 8528 , 0 1"-0" BRECKENRIDGE,CO 80424 , � o t:970.389.3583 ¢ a 2X4 @ 12"OC .:::- < o� � 3„ , o — FIXED SHELF W.O. �t�f�TlNllQUS SIL{C4NE SEALANT � � o- D.C.795, {3fZ EQUAL , � � O ; o � � F'RC�VID�COB�CERLED[�ETAL ; � .� Q GLE�TS TOP� BOT1"OM AS � °,' � REQUIR�C� c�i ALL.VVALL HU(11G i� u� WC)OD 6�d�NE�S � � BASE Gl�BIRBET � � � � WD-02 VE�IEER ORl C(JfVTINUOUS 3/4"PLYWD BASE � — 3/4" MDF GC3R� PANEL ATTACHED � � � � TQ�W�,SEE GENEF�AL RIQTE� CONTINU(JUS WD W W FOR Fft�l�f-BE5 BLOCKtNG W.O. � � � � ' CONTIPJUOUS 1/4"X1/4" � � � q— " � � � t�J � � � � REVEAL � � � 6, j d" C� 1— C� � O M � N � � � `V a � � LOCKING CASTQRS, � � ,� � I TYP OF 4 � � � � � � V, � � � �,L�j — � W � � � I ° � WD-02 VENEER 114°,TYP FOR ALL � � REVEALS U.N.C�. N CLEAT - IN-1�VALL SHELF AT E\fE T A� ��/E��LE �ARI° �ECI"iOR1 SCALE: 1 1/2" = 1'-0" ` SCALE: 1 1i2" = 1'-Q�� 4 �a,..���"�� �'��i ��¢� � ����.����"� ��' w ���,�������d� � ���� � � � � � � �.� � ��� �� � � � � � � � � � �����'�����..m,���� � � � ���`* .�- �,����,s�_,,� 5�,, � �.tw ���.,d -� __-�---_�-- __.__ ��h� A844 ry e- ��u,,,,_.., G_ �.�t.._ _e�_::�_�. 5 � � '�=�-� 2 CONSTRUCTION 04 FEB 2011 �������. � .,_u A844 _._:_� ___�, 6'-0,� 3 ISS.# DESCRIPTION DATE � � EQ EQ EQ EQ 6�_�F� ARCHITECT'S PROJECT N0.: 210�4.20 �-P - - - - - -�- - - - - - -�- - - - - - -�- - - - _ _ ,-� o i _� BASE �/�SE �ASE BASE �_ i - � CABINET � CABINET � CABINET � CABINET � � � � � EQ EQ A844 ,.,:� � — — —� — — , � — — �—�— -� �., ���� �.,.�,�.�,P � � — — — — — � � � — — — — — , I I ALL DOUR/DRAWER 4 I � � � � � I � � i i � .. ��;r, ,, �:�w I �/ �� .,.��� . � 'j �::� � �`� � � �c.� � , , PULLS T�BE EPCO �r — � 1 � � I � � I � — �� / EPC-QP41-PA-3 � _I � � � I I� M - o \ ,/ o � I I I I i I I — I a � P� I I I CASTERS, �� � � %i ' ``� � DRAWER � � DRAWER I I C�RAWER I I DRAWER I � ���s � � ' � r'� � _ i1i— — — - — —i1i_ _ _ _ — -i1i— — — — - — � TYP OF 4 ���� � ������ ,��; ; _ = _ _ — � - - - - �� � �� �,� � �``�, \ f,�' � � � > , ?"„"� ; "�� ;s i � � � � � � �/ �'�., � SlDE ONLYLF THIS � � � � � � � ����. ���.�,�� "_�K ��m,.a a `e..����_�.�� � \ / EY PLAN 2 � : ��2 1(4"TYP A844 ��n�gs MOVEABLE CART PLAN, � : IVI�i�EA�LE �eqRT �L � �TI I\/IC�VEI��L �f�T LE�/ATI�fV � C�\/E��LE �ART F'LAR1 E�EVa-noNS s� sECrioNs � � i i/I�V ���L� Cf-1R� �L E V!���l.�� � SCALE: 3I4"= 1'-0" SGALE: 3/4"= 1"-0° >CALE: 3(4"= 1'-Q" � , "� `� SCALE: 3/4"= 1'-0,. 0 . .. . N . . . . . . � . . � . . . � . . . . .. . � � � , . . . . . � . . .� � � � .. .. � � . . . . . � . � � . . . ,.��� i a� ��- - � NorES: �,�'��. �t'��l.� 1. COUNTERTC}P AT ALCOVE SEGTION D Tt�BE SOLID WOOQ&VENEER � ON 3/4"MDF C(�RE AS SHOWN TO BE FINISHED IN POST CATALYZED 2 �. �`i�,N�AL PART POLYIJRETHANE COATING WITH 12 WET MILS BUILD UP, ��:+`;v��,� MINIMUNI, � 12-DEGREE al-9EEN. DURAVARP�US BY M.L. CAMPBELL OR EQUAL. �'«'`.-_ �' [..+vi' w� 4 2. ALL EXP�SEL� BEETLE KIL�.PIfVE FINISHES WGLUDING IN-WALL ��' SH�LF,TYPPCAL WALL PP.NELS& BLIND DC)ORS TO BE PRE �f�/ CATALYZED LAGQUER SY��'EM VI�ITH 12 QEGREE SHEEN. MAGNAMAX '�� ��C,� BY M.L. G�fVIPBELL UR EQUAL. � � Z i copyright 2011 . 42q.o Arch ite�tu re I nc. QWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS j 1390 ELKHORN DRIVE , VAIL,CO 81632 t:97d.479.2158 �RCHITECT 4240 ARGHITECTURE INC 3003 LARIMER STREET DENVER,CO 80205 t:303.292.3388 f:303.292.3113 CIVIL ALPINE ENGINEERING ENGINEERING 34510 U.S.6 UNIT-A9 DENVER,CO 970.926:3373 SURVEYOR PEAK LAND CONSULTIIVG,INC, , 1000�IONSHEAD�OOP VAIL,C0 81765 t:97Q.476.8644 STRUCTUR�4L MARTIWMARFIN,INC. '�. ENGINEER 12499 WEST COLFAX AVE, LAKEWOOD C0.80215 t:303.431.6100 MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS,INC. � AVONHC0816 OCEUNITAC-201 � , t;970,949.6108 STEEL STUD KICKER LANDSCAPE MARY HART DESIGN \ � ARCHITECT POST OFFICE BOX 8528 � BRECKENRIDGE,C0 80424 t:970.389.3583 � STEEL STUDS TO SUPPORT \ — — — END PLATE � ( /�-� ROLLING SEGURITY DOOR, RE:SPEC ( �{ � I ENDPLATE COVE LlGNTIf�G GOVE LIGHTING � \�f WD�62 VENEER ON CONTINUOUS WD-02 VENEER ON CON"INUOUS WD-02 VENEER QN CONTINUOUS ' I WD-02 VENEER ON CQNTINUOUS 3/4-"PvtDF CQRE PANEL ATTACHED 3/4"MDF CORE PANEL A'TACHED 3/4"MDF CORE PANEL ATTACHED 3/4"MDF GQRE PANEL ATTAGHED TC?GWB, S�E GENERAL f�OTES TO GWB,SEE GENERAL dOTES (—' TO GWB, SEE GENERAL NOTES � � Z ,_ .: ...: TO GWB,SEE GENERAL NUTES -:,: . FOR FINI�HES � FOR FINISHES _ FC3R FINISHES p�� ^ �_, � � ��,��,,,�. .�� � FOR FINISHE� O C7 �✓, � � �!. 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' � � ( ( I ( ISS.# DESCRIPTION DATE 4'-6° 1 � A251 ARCHITECT'S PROJECT N0.: 21064.20 � C NOPY,KTYP(PT-03) � ( � � � � I � ( � LiC�HT F�XTlJi2E LE�ENLI: �.R wr�,�z � x���z��t .�r ����� E � � RECESSED DQWNLIGHT � � �4�����,�� �`�� k t� s r��e. ��� � 3 � � `�.b�r��`����..� 2 x 2 FLUDRES�EfVT TROFFER a�,���aa�� �..�y �,;� � � � -�.. � �m�..��� y�u.� - � � �� � � �� � A ;� _� �� ��-'� �� ��' � � ������u _ � �... � .....LL .. ��.1 � • O RECESSED DIRECTIONAL � 2'x 4' F�UORESCENT TROFFER �� -``�"�..'"..�.`....._.. °----� � �� • LIGHT �a��� � „ � .�.� w�._.���,,, ,�:���..�_:�._. � ` ��� � .� ���� � �� � , � �,������. . _.z�._,. � � ,� o v.,,.., �� _._�m •. , � � � WALL MOUNTED SCONCE � WALL SCONC� a . ° L L - - � ��' �� � ��°' �M,,,���T.,mw�° � �_ ,�w� 4�n� ���� � ��� r� ��� ; Q � TRACK LIGHTIRIG PERIDANT SCALE: 1/4"= 1'-0° �� J � 1. REFER T(�CENERAL NOTES A151, '. '�KEY PLAN � 11.tV.0. `- PENDANT K • WALL MOUNTED FLUORESGENT ,`' `�;,., — � � 0 � �E: ��EC FaR TYP� ;EFLE ; . 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FLAT B �K ISS.# DESCRIPTION DATE � PRIOR OINSTALLING � RECESSED DUWNLIGHT � � 2'x 2' FLl10RESCENT TROFFER / \ CLOU S,TYP I I I I • ARCHITECT�s PRO�ECT No.: 21064.20 \ � � \ � O RECESSED DIRECTIONA� � 2'x 4'FLUORESGEN7'TROFFER � LIGHT � � , � WALL MOUNTED SCONCE WALL SCOI�CE � �,...� y�, t a ������� �� ��a��G y ''+��c� bhp� �t, ,e �� d.�1 �r3� 'r�� �tl� � .. � . . . . . . . . . � . . � . . . . . . . . � . . . . . . � . . . � � . . . . . L°`fi M1,.,,� �'aP��Cv..�e�.t�-.�.«tM.�n` �i t`?n�f"1. . �nn . j4.'{� . . . . TRACK LIGHTING PEfV�ANT ��� w - `� � r �,� �}. � �m � �'� +�t _ i a n � � �?�N ��.b.�'"�,. � �x, a_� � .� ,.� ..�._ �„� ,� _ �,� �, , r ,,. ,..:.,...�..�....�.�....��: WINDGUSHADES-TYPE01 • ��- S. � � _ �..: ��� �! �.�'z � ��� L� �� �����.�� w__��_�__.�. �� � , u �.� _ _� _ � •�•�••••v••••••• WINDCN SHADES-TYPE 02 � � � PERIDANT ��w = WALL MOUNTED F�UORESCENT �.^���`r w,�w�.u_r,. �.,� _ � ..._�� � RE: ELEC F�R TYPE , � � � �°�� � � ������ . ������� � �� � --- S; :��� ..�. 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ENGINEER 12499 WEST COLFAX AVE. t��TE; LAKEWOOD C0.80215 1ni�L�A�3� G�It�� _ — ==ri-_—�t— —��__ �— : .. �f���Ti� �Lf� ��� �� Df3UBLE STUD t:303.431.6100 �oZ�7�FI� ON PENETRATIONS �', �; MEP BEAUDIN GANZE CONSULTING FE� �� 3'-0" X 3'-0° �C3�fy��T(��I� III �I (� �� Ei�G�NEER ENGINEERS,INC. ° FiAN�FtAiL (IB II II II I) OR LARGER CONTINU�US GWB Al" AVON,C081620CE UNITAG201 �R/��4tcT II� I) II II I�I �- � FIF2E RATED PARTITION t:970.949.6108 6" II� � =�,__ ��_ _�'== ��� � I III II o _ EXTEND STUDS LAIVDSCAPE MARY HART DESIGN T4 STRUCTIJRE ARCHITEGT POST OFFICE BOX 8528 g I�I i�I �- ;: ABOVE BRECKENRIQGE,C080424 � � ��I �EE fV1ECN DWG �,) t:970.389.3583 � � �-- (II FOFt OPEfVING 51ZE ,) � �► II - -- - - - �- - - -� �. :� � `- III� � Ii_ o �fI—— --�— — T� � II� II II II �� SCREw To STUDS W/2-#10 ;,. ; � � III II II II '� TEK SCREWS III II II II � R-� 1/2ie =�-_ _ ��—_�� - -��—_=�= _ � — — — — — #8 SELF TAPPfNG SCREWS, SECURE � � 5/�"GW� � �LANGE TO � ON 6"X 16 GAUGE STEEL FAC� OF FIN15H TRACK, TYP � � � � STUD @ 16"OC � � � L� HANDRAIL � � � � FIF�E EX°TI�IC�IJI�f°IEI� C�e�I�lEI" IL L AT �OF�NEfa TY� Ff���IfoIC� �T IVIE�-B. OPENIIVG TYP �RTITI��I INl°EF�SE�Ti�fol OC I�I � � �• � SCALE: 3"= 1`-0° ��r°�LE: 6`°-1'_0�� �CALE`. R��1'l"Q SC�LE ��F�LE: 3°� 1'_0° � I� � � o � t.L! � � � FiARI�i�IL �Ft��KET � � J � � � O � 1. EXTENQ BACKWG PLATES TO LA�°f�Tl1D ��YORI� FA,�E C1F FIXTURE OR ACGESSORY,TYP. � � � � . . . . . . � � 7 I �e' � � � . � . . � . . . . .� �� . . 2. PROVIDE METAL SLEEVES through VIIALL FIfVI�H R41"FIX'flJRE FASTENING,TYP. � � W .� � � � � i 3. ALL BACKING PLATES SHOWN OR�14�T�H�V19N �FiALL�E�GREWED TO STUDS,TYP. � � � �� � _., BASEILE 16 GA. �TUD M o �C�. s EC�. HANDI�AIL � � (UVD-02) (TYP) TILE FLOOR � ° TYPE 1 . TR-01 � BRACKET AT � � ( I`' � BASE CABINET,WALL HUNG CABINET, ' � FULL HEIGHT CABINET, COUNTERTOP, i a PAF2TiTIQN ° C�,I�JI"INUCi1S SEI�OLANT PAINTED ( ,�- ELECTRICAL PANEL, HANDRAIL, ( � I � (,,. 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E-„�••4�d@��'4,�`� ,._�,,.z.,,r., d. . . . . . 1, HAN�RAIL (WD-02) � r,�-���._.. .., ..,w ,��.._ . �•- � `� �f1(P'E 2. � , �o� � ALL TOILET ACCESSORIES, F.E.C., 1/4"CHAMfER '�-'�a 3/16" � � ( TELEPNONE OUTLET, DOOR STOP, � SF PF � ....w.. e, mrvm . . .''. 1/4�° ( ( � ���_.} ��_'-, ��,-1 ��; �� `�� �=� ,y� TYP � �41VD AS SHOWN. � �°"`�.. v,� .` 3/4°'WOOD BASE o� p� o I" � ' .. 3/4WX1/4 THICKX 0 ���.� j° . SECURE BASE TO � LEfVGTH AS REQUIRED �� � p s° �°�� � � ���� � S T U D T O P& �, S T L P L A T E S, B E N D A S � � I '� �I� � � � . BOTTOM,TYP �--�- a � SHOWN, WELD &GRIND o � � �u � : o o ��L'Tf � SMOOTH, PAINTED, TYP � � � , ����� . ��� ������ , N � � �LAT� � � � ��z,A.�_ _ �ws� °�X.,.,�.�.� �rv='.�. ' `� a' � FLC)OR FINISH 31$"Qf FLAT HEAD �� �� KEY PLAN ��� a.. . ,: �CJLT, TYP , . . . . . . � . . � . � � .. . � . i . . . . �.q . . � . . � . � . . .� � . . . � . . � � . � . . � . . � . . . . . . . . . � , e. . . �' r . . . . .. . . . . . . . . � . � . . . . . . . . . . . , FIf�ESTOPFNG,V�1.0. 3/4"k� EXTRA STRONG '� 6"X 16 yA. STL. �� ° PIPE SPACER W/3- PLATE FASTEN (NTERIOR 1/4'°� n�ACH��E scREws FLUSHro sru�s PLAN DETAILS 1"HROUGH TAPPED HOLES W/(2)f•18 WAFER ��0� IN B/�CKING PLATE HEAD;ELF DRILLING SCREVS PER STUD. � ALL BA:KING TO SPAN {t1l� � FL��� �ASE � �IL �FZ����T � IN°To � 6 �If�,� MIN.TfREESTUDS �� I�� �Lf°'� 1 � �����UL� S��L�: f°°=1'-0°' ���,L�: 6,��e_�., �C/�LE: fV(Jl"�t�S�ALE ,_ -� . ... ���._ _ � -�T ��. 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TYPICAL FOR DENVER,CO 97Q.926.3373 6 � FRONT & BACK A�65 AT FREE SURVEYOR PEAK LAND CONSULTING,INC. 1000 LIONSHEAD�OOP STANDING IDNITS VAIL,C081765 WALL t:970.476.8644 {L��K 1lVF$��� �GCIJRS) � CABINET -�"—BASE CABINET STRUGTURA� MARTIN/MARTIfd,INC. e4�65 �° _ EPlGINEER 12499 WEST COLFAX AVE. e B�IJLL/ —� 3/8" DIA EXP. 303.431�.6100 .80215 � � �OLT AT 16 OC ,� L(�CId 1n/.O. MEP BEAUDIN GANZE CONSULTING � t ENGINEER ENGINEERS,INC. —�lERIFY DIMENSION 2X4 AT END OF EACH 222 cHaPE�P�cE ur�iTac-2o� - – F�JR PROPER BASE CABINET& avaN,co a�s2a � I �PE�TIfJN AT " �OGlS 0!V/MFR @ 24 �C, MAX. t:970.949.6108 �l1LL iV1Ql.1NTED T� _ LANDSCAPE MARY HART DESIGN %s� Ct�NTINUOUS ARCHITEC7 POST OFFICE BOX 8528 �L1GE �F CA�IIVET � 2 X 4 BRECKENRIDGE,C0 80424 t:970.389.3583 �ONTINUOUS 2X �T �l��E ���1NET BASE CABINET 3�� . 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X LENGTH AS REQUIRED E�GE C)F � 1/8° SELF-TAPPING METAL ' � i ��4BINE1" SCREWS � VERIFY I�IMENSION � F(�R PROPER �PEFZ/�T9ON AT � � 3/4"THICK STEEL PLJ�TE LOCK W! IVIFFt �„ � � Fl1LL � �-r ����� ����n��-r Tl� . .P��I�HO�GE Al" �ABINET TO� �C�IJNTER.TC�I� SIJPP�RT �� , � ,�_ o �����'�,�k� �� �:a���� SCAsLE: 3 — 1�-0" ��AL�: 3"= 1-O.o � ��;���������,�� ��� � ,:��F �r�,y�-� � �u � � �,n������:; PULL/ �,�� ���� F � � LOCKVIl.Ca. ��.<�����:����_�.�'°���� "�.,��� � � '' VERIFY �! EPJSION � ��°����� /� s��x �a_-�..� bn�.a���__���� 2 CONSTRUCTION 04 FEB 2011 � FOR PROPER ���� . ° f�PERAI°IC�N Al" .�. `��` �`�-`��--�=—==�—�- ISS.# DESCRIPTION DATE � LC)CK W/f�iFFi �u�������k: �.M�..���� �. _� � �;...� . _ ARCHITECT'S PROJECT NO.: 21 OG4.ZO �11�L �A�B�IiVG 1/2" MIN EDGE �F �LAI"E TYp �ABIN�T ��N�"IfVlJ�l1S 1 1/2" AT �A�E CA�6�9�� ; ., ..,.. , :::.:..:.:.. . �i�E �. .: ... ... . .... : .:. ... . 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CLG SUSPENSION �. �i�,N�A�. �� �OLTS W/2 1/2° � SYSTEM �GI-��vSQi� , � PENETRATI�N INTO i ti'=' w� , CONC STRUCTURE � �'�, ' 3 5/8"X 20 GUAGE t�j�''��, � � STL STUDS AT 4'-0° � ��� OC SECURE TO � � STRUCTURE ABOVE ACOUSTICAL PANEL � � &STUDS BELOW 3-#8 TEK SCREWS, PERIMETER ANGLE TYP �pyright 2011 3 5/8"X 20 GUAGE STL ' STUDS P,T 16" OC QR q.2t�.0 �t"G�'IIt�C�Ur� �r1C. _.:. .. AT 12" OC AT CURVED OWNER TOWN OF VAII SOFFIT DEPARTMENT OF PUBI.IC WORKS 5/8" GWB, TYP 1390 ELKHORN DRIVE ALIGN W/ LINE OF vAI�,CO81632 WALL BEYOND t:970.479.2�58 � F F I� �� 1 �I L ��� ���D. �� �����. P/`''!I�l�L ��I L I�� ARCHITECT 3003 LARIMER STREET C �CAL�: 3" = 1'-Q" ��AL�: 3"� 1'-(}" DENVER,CO 80205 t:303.292.3388 f:303.292.3113 CIVIL ALPINE ENGINEERING EPIGINEERING 34510 U.S.6 UNIT-A9 DENVER,CO 970.926.3373 ' SURVEYOR PEAK I.AND CONSULTING,INC. , $�� �� 1000 LIONSHEAD LOOP � VAIL,CO 81765 t:970.476.8644 DOU6LE 16 GUAGE WIRE STRUCTURAL MARTINIMARTIN,INC. -f I ES ENGINEER 12499 WEST COLFAX AVE: WIRE "PIGTAIL"W/2° �AKEWOOD C0.80215 DIA LOOP &4"TAIL t:303.431.6100 1 °I/2'FURRING CHANNEL MEP 9EAUDINGANZECONSULTING !�T 4'�" OC, TYP METAL DECKING Wi ENGINEER ENGtNEER�,tNC. ' CONC FI�L 222 CHAPEL PLACE UNIT AC-201 AVON,CO$1620 � t:970.949.6108 � - - — a Ir4NDSCAPE MARY HART DESIGN -�--7/8" NETAL HAT-SHAPED ° ° a ARCHITECT POST OFFICE BOX 8528 . ... .: . .. .......:. �HP.nNEL AT 16" OC BRECKENRIDGE,CO 80424 d- M�1C(�I U M d t:970.389.3583 � � 5/�" GWB, TYP VERTICAL HANGER WIRE ' SEALANT TYPE 3, TYP � � � TY NDI°fl�N /�T �d1//B �LC H���E� �/1RE Al°1°A�HIVIE�T � � -� � s�AL�: 3�� _ 1�p��� �CALE: 3P9� ��eQ�� � � � � � � � � .�� � � � � f 1— C.� � o � w � � � �- �(J�t1�RE�alf�l�l STRUI"S ATI"ACH 1'lJ N411�1 � � � � F�llRIRlER� VVI 2- 1/4"fr� hIIACHINE �OLI' 0—�--� � O 45°� � IV47'�H �OD1�Pf�ESSI(7N iTRIlT T� FiT � � � � ! � RtJiVNER� (f� � � a 2 LAY�F�� 1/4°° �tnd� � � � �C� AT ALL C�JR�I�� � L�} � SC7FFIT �' � � � L�CI�T{�N� �' � 3 5/$"X 20 GUAGE 45° �TEEL STUDS RT 45° MAX 16" OG OIV/5/$" f�� ' GV1l� "_'IVIAIN Rl1NN�Ft � ° �-p----_"_' .` M� — 45° tJS� FLEXWC T��I� � �� AT TOP � ��TT'f�� �.,.,....---- - . - -. , .... .. � �������� .�� ����`, I _... �� �` a � . 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I f° 3 5/8°X 20 GAUGE � � STEEL STIiD AT �(aMPRES�I�N � � � ._.. e s � 12" OC I'ROVIDE STRIJTS, S�E P1000 IJNI�TRIlT T!J �I� �€� -1� , „�,a �eo�o� � ��AN (2} FLl1�ES � .: ..: . . .. ... . : .... ... : DIAGONAL BRACING fl�IN S�Gl1FZE W/ _ _ LIGHTING RE ELE� �2� 1/2 � E�CP. � �� � �.�.�.� .�. ...�, 4� .�� �� � � � � j�� �; tf6 �� �A-FEL AT FOR TYPE ��LT"�, EfV16ED 2 1/2 �I��` � �,n I� � I_� �. '1� �A!`HROOM _ If�T'(J TC?PPING SL/�B � �.} � �, CCVE �Ol°�EPdTER OF EACH ��� ��� � 3 ����� �� FLIJI"E, ° LICHT � P FOR ADDITIONAL � � � Lf�°ATIOfVS ° IfVFrJRMATION SEE ��.� ��� ��, ; � tJNI�TRIDT P1326 ,�s�.��e,� ��w....�.� .,.�� .,.��� � �. . � 71^!) ' � ��'k ;,'��Yr��� 'a ����� � �s°Y_:, �. . . � . � � . � . . . . .. � . . . . � � � . . . � � . . . `J . . . � .. GROS� RUNNER ��� � �� � � . .;, .... .. . - - - - - KEYPLA ' L L � L_ L.._ ! �... � � � MAIN RUNNER � S I STRUTS: . . . 6JNI�TRt1T P1000, MIN. . 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GAUGE STL STUD VERT BOX HEADER, INFILLED W/2 OWNER LAYERS 1/2" PLYWD BAGKING TOWN OF VAII DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE RECESS CHANNEL 3/4"MAX INTO WALL SEE PLANS FOR PARTITION t 970.4 9.2158 T(3 AILOW FOR PROPER OPERATION Tl'PE,TYP ' �RCWITECT 4240 ARCHITECTURE INC 3003 LARIMER STREET TYPEA SIM DENVER,Ca 80205 t:303.292.3388 f:303.292.3113 TYr E la �I�� F�L�I� �\./� J/'�!Bldl� CIVIL ALPINE ENGINEERING ENGINEERING 34510 U.S.6 UNIT-A9 SCALE: 3"= 1'-0" DENVER,CO 970.926.3373 SURVEYOR PEAK�AND CONSULTING,INC. SE�2/A�71 FOR�4DDITIONAL NOTES 1000 LIONSHEAD�OOP VAIL,CO 81765 �IRCa�JNAL�RA�ING�T+g"�� t:970.476.8644 ALT'ERfJAl'E SIDE� STftUCTURAL MARTIN/MARTIN,INC. a i d ENGINEER 12499 WEST COLFAX AVE. CONC STRUG LAKEWOOD C0.80215 t:303.431.6100 �4�X5.4 A7'2�4"OC, FASTEN MEP BEAUDIN GANZE CONSU�TING STL�HAIVNEL SUPPORT BEA�M ENGINEER ENGINEERS,INC. GC}NhIE�T l'O STRUCTURE 222 CHAPEL PLACE UNIT AG201 , AVON,CO 81620 1d2"�THREP�DED RO�W/NUTS& t:970.949.6108 1(1(�4�HERS @ 16"OG IN C)PENING &AT' 12"(3� IfV ST�.CK AREA LANDSCAPE MARY HART DESIGN ARCHITECT POST OFFICE BQX 8528 BRECKENRIDGE,CO 80424 t:970.389.3583 � � ALIGP — �l1SPE��ED OR f�TL STUD FURRING �1IV�CEILIfVG SYSTEM z � �- � CQRlTNUOUS SEALaNT 1/4"'`�FiI�fC Y 5 1f2"W CONTIf�lUOUS Sl°�E9�PLAI'E I CC3RITIfVUCaU� 1/2"X1/2"X16 GAUGE � � � MTL CLIPS � C/� W � � � � U � � � � r ��, 1'YP'� 2 SiDE F�L�IN ��R EA � � � � SCALE: 3"= 1'-0" � � � � � Ie.l..9 � c��s � � . . . � . � � . .. � � . . � . . � . . � n oo . . . . . � . . . � � . � . �. � � .oO 4P � ---� 3 X3 �1'�EL l°lJ�� '� I a � � � RE:�Tf�ll� � � � � � -F� STRUGI'ldF2�lL � � � � (aW�OfV �/� � .� EI�F#E��IDE BERfVi V� � OF �taLLiRIG � �� � .� ����GUII�� a �11P'PORT TO STRUCTURE � � a �1 PER t�FR'S REQ'S � � � � � � e- 6W X HT FIRE TREATED �C)RdTIfVUOUS WOOD WD CEILIfVG �LOCKING ALONG FULL � L�NGTH OF CLG TRACK � � ��SEM�LY � � C, ALIGN — �- _�� U C z � � c�i CONTINUOUS -- RECESSED CON7INUOUS SEALANT ( �EILING T'RACK, '&�OLLfNG F�RE-FINISHED IN DARK �O�P2�UI�E �F�ONZc, fVIFR'SFINISH �I�E FOLDWG DOOR HEAD „1/2" �R�LLER ASSEMBLY �1 I F��LLI(VG DO�� J�M� 1"YPE 1 SIDE F(3LC�IN� �� EA� �GALE. 6 -� 0 SCALE: 3"= 1'-0° SI��FC7L�lNG DQC3R ASSEMBLY �iDE FOLDINC� C3C)C}R ASSEMBLY 2 CONSTRUGTION 04 FEB 2011 ' _ �lIFR D`(N1-AIVII�CL��URES, C!R EQUAL f�FF2 �1'�A�/II��L�SURES, OR EQUAL ISS.# DESCRIPTION DATE NtUC3EL �126� �lIUDEL �1265 �I�E ,4��NCDVVN ON C1F�4V�11NGS � �IZE A�SHOWN OM bRAWINGS ARCHITECT'S PROJECT NO.: 21064.20 FitVl�Fi f�FR�TL� FINI�H IUIFR STCt ALl1f�It�Uf1��RC}NZE ALl1(�INUI� BI�(7NZE � � Sl'L F'C7WL�EFZ GC}AT BRONZE � STL POWDER COAT BRONZE ��������`� °�°�� �" �� Fi�9GtiT' L��T�RMINED �Y H�IGHTA.F.F. 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FT Foot ar Feet PEN Penetr�ian � KEY NOTE S1Q3 LEVEL 3 FRAMING PLAN � �AL Balance F T G F o o ti n g P E R P Perpe n iicu lar owNE� TowN aF vai� � BD Board FV Field Veriiy PL Plate (dteel) —) I (—I I S104 ROOF FRAMING PLAN �EPaRTMENT oF PuB�ic woRKs � B� Braced Frame - � � � SU�GRADE �' PLF Pound�Per Lineai Foot 5110 L4W/HIGH ROOF PI�ANS �sos E�KHORn�oRivE BG �ack ou e GA Gage or Gauge PREF�� Prefabrcated vai�,co s�s32 S121A F�UNDATION PLAN AREA A g g � } t:970.479.2158 BL Brick Led e GALV Galvanized PRELIM Prelimiiary ST EL P,M S121� FOUNDATION P�AN AREA B g FQRM SPIVER ARCHITECT 424d ARCHITECTURE INC GL GIu-1am P� Prestrased � ) �LDG Building GR Grade or Grind PSF Pound�Per S uare Foot =� soos�aRiMER sTREET BLKG Blocking q 15k �EA� S(ZE c�1 �Qk 5122,4 LEVEL 2 FRAMING PLAN (AREA A) �ENVER,co So2os BM Beam GR BM Grade Beam PSI Pound.Per Square lnch � DRAWIN� REVISI�N NUPIBER 5122� LEVEL 2 FRAMING PLAN (AREA B) t:sos.2s2.3388 f:so3.2s2.s��s PT Paint o Post-Tension 123�11 S123P, LEVEL 3 FRAMWG PLAN AREA A QN �O1111daC)i N81I � � CIVIL ALPINE ENGINEERING INC B4 Battom of HDAR Headed Anchor Rad CAMBER(WCHES} � ) EN�iNEER �a5�o u.s:s u�iT as HD Headed or Hold�wn QTY Quantit+ �EANI REACTI�N KIPS 5123� LEVEL 3 FRAMING PLAN AREA B E�waROS,CO 81632 BOT or B Bottom � � ELEVATION OF T/STEEL CURRENT REVISION CLCUD � � B�S BOttOl71 Of�t@�� HAS Of H�/�$ H@ad8d Al1ChOC�tUd t:970.926,3373 f:970.926.3390 HDG Hot Di ed Galvanized RAD ar R Radius �----� DECK Tl'PE 5200 ST�RlR DEMOLITlON suRVeYOR PEAK LA,ND CONSULTING,wc. BRG Bearing PP HK Hook R� Precas Rectangular Beam ,�'r�'"--�'��� DECK�A�E 5300 TYP��NCRETE DETAILS �000 uoNSRi��E�ooP BTWN Between HORIZ Horizontal RG Reinfor,ed Concrete 3N1� STRUCTURAL MASONRYWALL 5301 TYP F�OTING DETAILS vai�,co a�s�5 HT Height RE: ar RE� Refer t� (Reference) �-�___.____,_ t:97o.4�s.ss�a HVAC Heatin Ventilatin and A/C REINF Reinfor,e in d ment DECK SPAN DIRECTf�N � - Ct�NTR4L J41NT S302 TYP F�UNDATION WALL DETAILS srRUCruRa� r�aRriN i MaRriN CC CentertoCenter 9- � �� 9)t )� ) ENCiNeeR �24ssw.co�FaxavE RET Return S303 TYP SLAB ON GRADE DETAILS CF Coid Formed �aKEw000,co$02�5 CG Center of Gravity ID Inside Dia�neter REQD Requir�d ;: ; CAST-IN-PLaCE CONCRETE (ON PLAN) S3p4 F�UNDATION DETAILS t:3o�.as�.s�oo f:aos.4s�.ssss CIP Cast-in-Place I.F. {nside Face REQT(S} RequirEment(s} 5305 F�UNDATION DETAILS MEP BEAUDIN GANZE CONSULTING C� COCItI"OI �011lt IN II1Ch RC� ROUgII)pBillilg _, :: _, . °. ENGINEER ENGINEERS,ING. INT interior RC�F Randon Oriented Fiber �a"° - � :p �-� ` PRECAST CONCRETE �306 F�UNDATION DETAILS 110 E.BEAVER CREEK SUITE 202 CJP Complete Joint Penetration IT Precast Inverted Tee Beam avaN,CO 81620 CL Centerline --�—� 6RACIN�/DR�G STRUT 5319 TYP SITE WALL DETAILS CLG Ceilin SC Slip Criical '�, �� t:s�o.sas.s�os CLR �lear� .f . �VERFRAMING STRUCTJRE 5340 TYP PRECAST COLUMN &WALL DETAILS JST Joist SCHED SCf12CIC� LANDSCAPE MARY HART DESIGN �°--�-° PENETRATI�N THRU CMU Cancrete Mason Unit �T Joint SECT Sectiar 5341 TYP PRECAST FLOQR DETAILS aRCHiTECT PosTOFFicE Boxs52s � • STRUCTURAL MEM�E� MECHANICAL UNIT XX.7k= BRECKENRiD�E,co soaz4 SIM Sim�lar � t:97o.3ss.s583 COL Column S342 PRECAST FL(70R DETAILS CONC Concrete k K�P SLH Short Lg Horizontal MECHANICAL UNIT CONN ` Connection SLV �hart Lg Vertical � NEVU GRID LINES , �.X� OPERATING WEIGHT IN �IPS �343 PRECAST DETAILS CONST Construction L or L� � Length SOG �lab orGrade INCLUDING INERTIA BA�) �344 PRECA�T DETAILS CONT Continue or Continuous L�(S) Pound(s} S South CONTR Contractar LB Precast L-Shaped �eam SP a�,? Space�t 5345 PRECAST DETAILS � CC?ORD Coordinate LCE Compressian Embedment SP Space(�� or Spandrel Panel X° EXTENT OF CONCRETE 'AD 5350 GARAGE DETAILS � CSJ Construction Jaint LCS Compression Lap Splice SPE�S Specifi�ations Q E�(STIN� �RiD LINES PAD THICKNESS 5351 GARAGE REINFORCING CTR(D) Center(ed) LDH Hook Development Length SPF�T Suppor S352 �ARAGE REINFORCING LL Live Load S� Stainle,s Steel �,.�._---- �UILDING SECTION OR � d Penny LLH Long Leg Harizontal STD Standad � DETAIL CUT S38Q PRE�A�T WALL ELEVATIONS (EAST) � � � �. DAS Deformed Anchor Stud LLV Long Leg Vertical STIFF 5tiffene� �� 53�1 PRECAST WALL ELEVATIONS (N4RTH) � � � DBL Double L�C(S) Location(s}or Locate STL Steel ON SHEET DRAWN �3�2 PRECP,ST WALL ELEVATIONS WEST � DFS Deferred Submittal LONG Longitudinal STR Structual - - - - VVELDED�VI�I�E REINFQF2CEMENT � ) � LSL Laminated Strand Lumber SW Shearvc.all �3�3 PRECAST WALL ELEVATI�NS (WEST) � � � DIA or� Diameter LT Li ht �YN( S mm�rical 53�4 PRECAST WALL EL.EVATIONS - STAIRS � � DIAG Diagonal g y SER0IICE LC}AD PR�VIDED F�R � FALL PROTECTION TIE-EACK � ) � DIM Dimension LTE Tension Embedment SST Simpse� Strong Tie �� S4Q0 TYP MASONRY DETAILS � � � � DL Dead Load LTS Tension Lap Splice Length SRECI�LTY DESIGNER '� DN Down LT Ulff Lightweight T&� Top& lottom S54Q TYP LTmGA FRAMING DETAILS � � � � D(7 Ditto LVL Level or Laminated Veneer T�G Tongu�&Graove 5541 �fYP LT-GA FRAMING DETAILS � � DP Drilled`Pier or Deep Lumber T Top VUATER STOP S600 TRUSS PROFILES � L.� � � DT Precast Double Tee T/ Ta of SEE ARCH DTL(S) Detail(s} MACH Machine THK Thp k c Thickness 5601 TRUSS PR(3FILES Q � ,� � MACH RM Machine Room 5602 TRU�� PROFILES � � � DWG(S) Drawing(s) MAS Mason TL Total L�ad � DW�(S) Dowel(s) MATL Materia( T.O. Top of S603 TRUSS PROFILES O � ? MAX Maximum TOC Top of,oncrete 5610 TRUSS DETAILS � � � (E)or EXIST Existing MBS Metal Building Supplier TQF Top of=ooting � � � EA Each T�M Tap of�asonry 561� TRUSS DETAIL� � EC Epo�r Coated MCJ Masonry Control Joint TOPC To of'recast S62Q TYP TIM�ER DETAILS � � � `� MECH Mechanical � EE Each End TQPG Toppin� MEP Mech/Elect/Plumb . 5621 TYP TIMBER DETAILS � � EF Each Face MIN Minimum T0� Tap of 9teel o EJ Expansion Joint TdUV Top ofNall 5622 TIN1BER DETAILS � C''� � MISC Miscellaneous � EL Elevation TRANS Transv;rse S623 TIM�ER DETAILS- ELEVAT4R FEATURE ML Micro-Lam ELEV Elevator' TYP T ical EMBED Embedded N1!-S Masonry Lap Splice �p ` `� S624 TIM�ER DETAILS- ENTRANCE CAN�PY TSN The St�el Network � EN Edge Nail mm Millimeter �--��� �"" �'� 5625 TIMBER DETAILS- ENTRANCE VESTIBULE MNFR Manufacturer ENGR Engineer ULT Ultima� 5626 TIM�ER DETAILS-TREE EOR Engineer-of-Record MO Masonry Opening �N� UnlessNo�ed Qtherwise EOS Edge of Slab MTL Metal EQ Equai .F VERT Vertica N NOi lh ���� .� ��\���\\�\\ �����••`\� ! EQ SP Equally Spaced _ . VIF Verify ii Field �:�,� ����\ �`��\�ti \����:' � EQUIP Equipment NM Non Metallic �»..�-�--�- � NS Non-Shrink or Near Side `� ES Each Side �f/0 V�fithou EW Each Way N-S North-South WI V11ith �� j� E-W East-West NIC Not in Contract WD Width a�Woad � NO or# Number � EXP ANCH Expansion Anchor WF Wide Fange �.��- : N4M Nominal EXP Expansion NT� Not To Scal� WP Workin� Point or :� EXT E�erior . Water oofin ���-.�: NWC Narmal Weight Concrete F 9 3 � ; . . WWtlVVR Welde�Wire Reinforcement �, �:. � WxH Width�Height � �\\� � --� ; „ � �� �:�� .���. '��\��;�\ ,. �`�'" . �\.��� . \.��*\ �;,,. 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DESIGN CRITERI�: � +� � °°j°�raqj�° �} . , � . _' :� (i/..� � - . . . . . . . . . � . . . . . .. � . . . � . � . . � . � .. . V����C�LL Qb��`!r('4 � . .� . , ° � �.ci � 1A. GENERAL DESIGN 1A. ENGINEER: REFERENCES ONTHE STRUCTURAL DRAWINGS TO `ENGINEE�' t�EA6�THE 7A. THE STRUCTURE DEFINED ON THE CONTRAGT D��UMENTS N�S �EEN �ESIGNED ONLY F0� 1A. THE GEOTECHNICP,I. REP�RT PREPARED �Y K4ECHLEIN CONSULTING ENGINEERS, INC. , �,,,��°,�.�C' ��'-9',s°o 4 � � J - INTERNATIONAL BUILDWG CODE 2009 WITH 2O10 TOWN OF VAIL AMENDMENTS STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFIGl�LLY N�TED AS LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED NUMBER 10-050, DATED 2 N�VEM�ER 2010, PROVIDED CRITERIA FOR THE FOUNDATION DESIGN �� ` �; � � y m "CqNTRACTOR'S ENGINEER", "ME�HANICAL ENGINEER", ETG. ENGINEERING/�ND OTHER MEASURES TQ AGHIE�/E THE MEANS, METf�ODS, AND SEQUENGES C= FOR THE PROJECT. � � '�95�� �� O � � 1B. LOADS WORK. SUCH ENGINEERING MAY WCLUDE, �UT IS N�T LIMITED T�: .� � � ,,�w �° o - ASCE/SEI 7-05 "MINIMUM DESIGN LOADS FOR BUILDINGSAND OTHER STRUCTURES" ?�. THESE NOTES SUPPLEMENT-V-IE SPECIFICATIONS, WHICH SHALL �E l�EFERENCED F - LAYOUT 2. FOOTINGS. �'.{`o°@aQ 0m°��,,� W `� ADDITIONAL REQUIREMENTS. - DE�IGN FOR FORMWORK, ��' �B��e ��`�' cn MAXIMUM T4TAL L�P,D S�IL �EARIN� PRESSURE �4000 PSF /�N - a� 1C. CONCRETE - DESIGN OF CONCRETE MIXES - ULTIMATE COEFFICIENT C�F F�ICTIQN TC� RESIST LATERAL LOADS =0.4 n � - ACI 301-08"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING�" 1�. UNDERGROUND UTILITIES: L(�CATE EXISTING UTILITIES AND NOTIFY�RGHITECT QF EXISTIN� � ERECTION PROCEDURES WHICH ADDRES� �TA�IL�ITY�F THE FRAME DURING CONSTRU�TI�)N 04.11.2011 °' � - ACI 318-08 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" UTILITIES OR SUBGRADE CONDITONS WNICH INTERFERE WITH WORK. � ' � :� - WELD PROCEDURES 3. FOUNDATION WALLS: � a�i - DESIGN OF TEMPORARY BRACING OF W�LLS F��1�11ND, �EIS(1�IC, OR S�IL LOADS 3A. EQUIVALENT FLUID PRESSURES USED F�R UVALL DESIGN: copyright 2011 � � 1l�. STEEL 1D. STRUCTURAL ELEMENTS ARECENTERED ON GRID LINES AND GRID LI�JE INTE�SECTI�NS UNLESS - �URVEYING TO VERIFY CONSTRUCTION T�LERANCES - "ACTIVE" GONDITI�N =40 PCF ; - ANSI/AISC 360-05: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" DIMENSIONED OTHERUUISE. - EVALUATI4N OF TEMPORARY CONSTRUGTI�N LC�ADS �N STFtUCTURE DUE TO EQUIPMEfVT,�ND - "AT REST" CONDITIQN = 60 PCF 4��0 AC'CI'llteCtU C'� I C1C. � � MATERIALS _ "PASSIVE" CC7NDITI�N �300 PCF owNER rowN oFVai� � , � 1E. WOOD - STRUCTURAL ENGINEERING TO RESIST�(�Y�THE� LOADS N�T IDENTIFIED ON DESIGN �EPaRrMENT oF PuaucwoRKs U - ANSI/AF&PA NDS-2005: "NATIONAL DESIGN SPECIFICATION FOR W�OD C�?NSTRUCTION"WITH 2. EXISTING STRUCTURES: DRAWINGS 3B. WALL DESIGN BASED �N-SITE GRANULP�R BACKFILL ADJACENT TO FOUNDATION WALL.S. SEE �3os E�KHORN�RivE VAIL,CO 81632 2001 &2005 SUPPLEMENTS 2A. CONTRACT DOCUMENTS HAV: BEEN PREPARED USING AVAILABLE Df�UVIN�S�ND SITE GEOTECHNICAL REP(�RT FC?R REQUIREMENTS. t:s�o.47s.2�s$ 4�SERVATION AS PERMITTED �YACCESS RESTRICTIONS DURING DES{�N. �. G�t�RDiNATION: ARCHirecr a2aoaRCHirECTURE iNc 1F. MASONRY 8A. STRUCTURAL DRAWINGS ARE NOT STAND-�LONE D�CUNIENTS AND�,RE INTENDED TO BE ISED 4. SITE RETAINING W�LLS: soos�ARiMER sTREET DENVER,CO 80205 - ACI 530-08/ASCE 5-08: "BUILDING CODE REQUIREMENTS FOR MAS�NRY STRUCTURES° 2�. DURING CONSTRUCTION, THECONTRACTOR MAY ENCOUNTER EXISTING C�ND�TIC�NS WHICN ARE IN CQNJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANIC�L, ELECTRICAL, AND DRAWINGS FROM 4A. EQUIVALENT FLUID PRESSURES USED FQR WALL DESIGN: t:so3.2s2.33ss t:303.292.s��3 - ACI 530.1-05/ASCE 6-05: "SPECIFICATION FOR MASONRY STRUCTURES° NOT N4W KNOWN OR ARE AT VAEIANCE WITH PROJECTbOCUMENTATI�N. C(�NTR�C�Q�SHALL OTHER DISCIPLINES. THE CONTRACTOR SHALL C(J(�R�1�1ATE ALL REC�UIREMENTS OF THE - "ACTIVE" CONDITIC�N =4O PCF CIVIL ALPINE ENGINEERING WC NQTIFY THE ARCHITECT OF ALL CJNDITIONS NOT PER THE CONTRACT DO�UNdE�TS. EX�4NIPLES CONTRACT DOCUMENTS INTO SHOP DRAWIN�S AND 1N�RK. - "AT REST" CONDITION = 6Q P�F eNCiNeeR �a5�o u.s.s uNiTas 1G. FALL ARREST WGLUDE: - "PASSIVE" C4NDITION = 300 PCF EawaRas,co s�ss2 - ANSI/ASSE Z359.1-2007: "SAFETY REQUIREMENTS FOR PERSONNL FALL ARREST SYSTEMS, t:s�o.s2s.s37s f:s�o.s2s.s�so �� - SIZES OR DIMENSIONS OTHEF THAN THOSE SHOWN $B. C�ORDINATE DIMENSIONS OF ALL OPENINGS, �LC}CKOUTS, DEPRESSI4NS, ETC., WITH - MAXIMUM FOQTIN�T�TAL LOAD S�IL�EAR(NG PRESSURE =4000 PSF suRVeYOR PeaK�aN�coNSU�TiN�,iNC. SUBSYSTEMS AND COMPONENTS - DAMAGE OR DETERIORATIONfO MATERIALS AND COMPONENTS ARCHITECTURAL DRAWINGS, DRAWINGS FROM �THER DI�ClPLINES, P,ND FIELD CONDITIONS P�,14R - ULTIMATE COEFFICIENT C9F FRICTiC�N USED IN DESIGN TO RESIST LATERAL LOADS � Q.4 �000�ioNSRiocE�oaP � CQNDITIONS OF INSTABILITY OR LACK OF SUPPORT TO SHOPDRAWING SUBMITTAL. VAi�,co s�s�5 2. SEISMIC LOADS - ITEMS NOTED AS EXISTING OP THE DRAWINGS BUT NOT FOUND W THE FIELD 4B. WALL DESIGN �A�E� ON C�N-SITE �RANULAR �ACKFILL ADJACENT TO FOUNDATION WALLS. t:s�o.4�s.ss�a - SEISMIC DESIGN CATEGORY= C 8C. SEE ARCHITECTURAL PLANS FQR INTERIC�R P�RTITICPNS. PARTITICIN FRAMING SHALL BE SEE GE�TECHNICAL REPQRT FOR REQUIREMENTS. srRUCruRa� �aRrw i�naRriN ENGINEER 12499 W.COLFAX AVE - OCCUPANCY CATEGORY= II 2C. CONTRACT�R SHALL PREPA� DIMENSIONAL DRAWINGS OF ALL DISC��IEREQ dTEi�So CONNECTED TO THE FRIMARY STRUGTURE iN SUCH A WAY SC��S T��,LLOW FOR VERTICAL LI\E u�KEw000,co so2�5 - EARTHQUAKE IMPORTANCE FACTOR, le = 1.Q LOAD DEFLECTIONS OF SPAN/360 OF THE FL�UR FRRNIING. DQ NOT MAKE f�IGID VERTICAL AN[ t:so3.43�.s�oo f:sos.a3�.ssss - MAPPED SPECTRAL RESPONSE ACCELERATION, Ss=0.350 2D. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CUNDITfC}NS PRi�R T� HORIZONTAL CONNECTIONS TO THE PRIMARY STRUGTURE IN Th1E PLANE QF THE WALL. �wea BEau�iN caNZE coNSU�riN� - MAPPED SPECTRAL RESPONSE ACCELERATI�N, S1=0.081 �UBMITTING SHOP DR�4WINGS. ENCiNEER ENCiNeeRS,iNC. - DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs= 0.355 ��o E.BEavER cREEK suiTE zo2 , AVON,C�81620 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 =0.130 2E. CONTRACTOR SHALL MAKE AILOWANCE F4R THE RESQLUTION OF SUCH DISC��dERIES IN THE 9. DEFERRED SUBMITTALS �DFS� t:s�o.s4s.s�os - SOIL SITE CLASS = D CC�NSTRUCTION SCHEDULE. 9,4. THE FQLLOWING PORTIONS OF THE STRUCTURAL C�ESIGN WILL N4T�E SUBMITTED AT THEfIME �aN�scaPE MARY HART DESIGN - BASIC STRUCTURAL SYSTEM: BEARING WALL OF PERMIT APPL{CATION. CONGTRAGTOR I� RESP�NSI�LE FC1R DESIGN PROCUREMENT. AFTA� aRCHirECT PosTOFFicE Box s52s STRUCTURAL SEISMIC LATERAL SYSTEM: INTERMEDIATE REINFORCED PRECA�T 2F. C4NTRACTOR�HALL SU�MIT�DIMENSIONED DRAWING OF ALL NEW�PENIN�S �HROU�H DESIGN TEAM REVIEW, THESE DEFERRED SU�M1I�P�L ITE�IS SHALL �E SUBMIITED T0 THE �UI(DING gRECKENRio�E,co so424 t:970.389.3583 � SHEARWALLS EXISTING STRUCTURE AND SECIRE APPROVAL PRIOR TO CUTTING. DRAVUiNta SH�LL SHODU OFFICIAL BY THE CONTRACTOR AFTER ADDRESSING �OMf1�ENTS FR�M DESIGN TEAM REVIEW: ' - RESPONSE M�DIFICATION FACTOR, R=4.0 VERTICAL & H�RIZONTAL L�CATI)N AND SIZE OF PROPOSED OPENWG. - PRECAST CONCRETE - SEISMIC RESPONSE COEFFICIENT,Cs= 0.089 _ METAL STAIRS - SYSTEM OVERSTRENGTH FACTOR, OMEGA=2.5 3. USE OF DRAWINGS: � STOREFRONT - DEFLECTION AMPLICATION FACTOR, Cd =4A 3,4. DQ NOT SCALE DRAWINGS. � SEISMIG BRACING OF MEP EQUIPMENT THP,T IS EITNER REQUIRED FOR LIFE SAFETY, QR - DESIGN BASE SHEAR= 340 KIPS CONTAIfVS HAZARDC?US MATERIALS. - SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCEPRQGEDURE 3�. WHERE DISCREPANCIES OCCJR BETWEEN PLANS, DETAILS, GENERAL N�TES AND - METAL RAILINGS AND HANDRAILS SPECIFICATIONS, THE MORE STRVGENT REQUIREMENTS SHALL GOVERN. DETAiLS �N DRAVVVINGS - SHEET PILING � ' 3. WIND LOADS TAKE PRECEDENCE OVER GENEFAL NOTES AND TYPICAL DETAILS. DET�ILS N�1"E�TY'RI�AL APPLY � � � � - OCCUPANCY CATEGORY= I T�ALL SIMILAR CONDITIONS. WI-ERE NO SPECIFIC DETAILS ARE SHOWN, C�NST�UCTIJN SH�LL 9B. WORK UNDER SCQPE OF A DEFERRED SU�MITTAL M�Y NOT START UNTIL APPROVAL BY TH: � � V � " � � - WIND IMPORTANCE FACTOR, Iw= 1.0 CONFORM TO SIMILAR WC1RK EL�WHERE ON THE PROJECT. �UILDING DEPARTMENT. - � - �ASIC WIND SPEED= 90 MPH � U � _ - EXPOSURE CATEGORY= B 4. TEMPOR�4RY CONDITIONS: � � -� - INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18 4A. THE STRUCTURE IS DESIGNE[�TO FUNCTION AS AUNIT UPON COMPLETiON, THE C�NTRACT�Ft � � � � O - IS RESPONSIBLE FOR FURNISHIN6 ALL TEMPORARY BRACING AND/OR SUPP�RT THAT MAY�E � � � �" 4. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESICNED �l( REQUIRED AS THE RESULT OF TI-� CONTRACTOR'S CONSTRUCTION METH6�D��ND/C�R SE�UENCE�. U � � TIiE CONTRACTOR REFER TQ "LATERAL LOAD RESIS'ING SYSTEM DESCRIPTION" IN DESIGN C�ITERlA F�lR�4DDITI�NAL Q � � - - PRESSURES LISTED BELOW ARE BASED ON 10 SF EFFECTIVE WIND AREA. FINAL INFORMATION. � � CALCULATIONS TQ BE COMPLETED BY CONTRACT�R � SEE `WALL CORNER AND SPECIAL ROOF ZONES DIAGRAM' 48. C4NTRACTQR'S CONSTRUCTI)N AND/OR ERECTION SE UENCES SNALL RECC}GNIZE AND � '� � - Q � � ,� - TYPIGAL WALL AREA INWARD PRESSURE = 16.4 PSF GONSIDER THE EFFECTS OF THEtMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURIN� THE O � �'1 - TYPICAL WALL AREA OUTWARD PRESSURE= 17.7 PSF CQNSTRUCTION PERIODo � � � - WALL CORNERS(OUTWARD}= 21.9 PSF �^ � (a �.., - TYPICAL ROOF AREA(OUTWARD) = 15.0 PSF 4C. FOUNDATION WALLS SHALL N)TBE BACKFILLED UNTIL THE SLABS-�N-�i�A[7E�ND UPPER SLA�S `�a � � � - ROOF SPECIAL ZONES (EAVES; RAKES, RIDGES AND CORNERS) (QUTWARD)= 38.5 PSF ARE IN-PLACE AND REACH FUL[. �TRENGTH UNLESS ADEQUATE BRACING IS PR(�i/IC�E�. USE C}�ILY � -� - PARAPETS (INWARD OR OUTWARD) =44.2 PSF HAND OPERATED TOOLS FOR CO�PACTION ADJACENT TO FOUNDATION W�4LLS�,ND GR�DE �EAMS. � � � �a � � `� - SCREEN WALLS (INWARD OR OUTWARD) = 15.0 PSF GRADE BEAMS SHALL BE BACKFIILED EVENLY ON BOTH SIDES. � � � _ " 5. LATERAL LOAD RESISTING SYSTEM DESCRIPTION: 5o SU�MII°f,4L�AND SU�STITUTONS: � - COMPQSITE STRUCTURAL TOPPING SLABS ON PRECAST MEMBERS DISTRiBUTE LATERAL S,Q. SUBMITTALS: REFER T9 SPE(IFICATIONS FOR DETAILED REQUIREI�ENTS. LOADS TO INTERMEDIATE REINFORCED PRECAST SHEARWALLS. - IF THE CONTRACTOR REQUE�TS A CHANGE FROM THE STRUCTURAL DR��iVI�It�S, IT SH�,LL �E APPROVED BY THE ARCHlTECT AVD DESIGNED BY MARTIN/MARTIN,INC. PRI�R T� SU�MITTING SH�P 6. GR�►VITY LOADS DR/�WINGS. VARIATI4N SNALL BEINDICATED ON THE SHOP DRAWINGS. C�NTR�GT�R SHALL 6A. SEE LOAD KEY SHEETS FOR SUPERIMPOSED DEAD LOAD AND LIVE LOAD� USED !N DESIGN. C�MPENSATE MP,RTIN/MARTIN, If�C. FOR MAKING THE CHANGE. � �ONSTRUCTIQN DOCUI�ENTSSHALL NOT BE REPRODUCED FOR USE 0N SU��1(�imTALS 68. SNOW LOADING - ALL SHOP DRAWINGS SHALL FEFERENCE THE STRUCTURAL DRAWINC� NUM�ER�N� �ETAIL USED - SNOW LOAD (ROOF PITCH <4:12) Pf= 100 PSF TC� PREPARE THE SU�MITTAL - SNOW LO�,D (ROOF PITCH >4:12) Pf=80PSF � SUBMIT A STATEMENT OF RE9'ONSIBILITY FOR THE CONSTRUCTI�N TNE L��TE�L LC�AD RESISTING SY�TEM IDENTIFIED I�THE DESIGN CRITERIA IN ACCORDAN�E VVITH 6�C S��TI�N 17Q9.1 ��. SUBSTITUTIONS: Af�CHITECT>APPROVAL SHALL BE SECURED FOf�A�.L�U�ST�TUTIC�NS 4'-0". 4'-0". ;! _ . 5�. NQNCONFORMANC�; _NOTIFYARCHITECT_OF_CONDITIONS NOT CONSTRU�TED PE�TH �`�r a`-�' _ _ _ _ . _ __ _ _ _ _ _ - __.--.__ ._�__._ .� _�_ � f--- INDICATES DINlENSION� CONTRACT DOCUMENTS P�IOR 1� PROCEEDING WITH CORRECTIVE U1lC�RK. SU��IT PR�POSED OF WALL CORNER � ° � REPAIR TO THE ARCHITECT FOR�CCEPTANCE. CONTRACTOR SHALL C�MPENSATE ��ARTiN/MARTIN, ZONES, TYP INC. FOR DESIGNING THE REPAIR �, 7 B.D.RESPONSES O4.112011 j' 3 ADDENDUM#1 02.18.2011 �i � . 2 CONSTRUCTION 02.042011 ` 6. OSHA STANDARDS: ; � 4'-0". 6A. THE STRUCTURE IS DESI�NE[TO FUNCTION AS A UNIT UPON COMP!ETIC}No N�TNIN� �HOWN iss.# �ESCRiPrior� �aTE c; � C}N THE �TRUCTURAL DRAWINGSSHALL BE CONSTRUED AS ELIMINATIiVG ThE NEE� F��THE "" ' OF�SPECiAL�R00F IQNS CONTRACTOR TO COMPLY WITH i,LL OSHA REQUIREMENTS: r��� t ; � �, aRCHiTECT�s PRO�ECT No.: 2�os�.o� , � � � M,�,a'�i ��� �°� r �; m ea ZONES (EAVES, RAKES, �����"�����.����`�.� ���� ��_ ; {.������ 6�. THE CONTRACTQR SMALL AD[ALL NECESSARY BOLTS,ANCHOR �OLTS, Pi�ATES, STIFFENER � r � �o� � � � - • � � � � - � � � RIDGES�ND G�RNERS), � � � � � � � � � � �..��������°��������.����°��� � � � � � � � ° �� � �� � � � � � �TYP� � � � �PLATES,�STABILIZER PLATES, �RI)GING,�BRACING, BEARWG SEATS, COLU�,�N SPLICES, ETC.9�RS�� � � � � � � � � � � � ��`°,� � : � �- WELL AS CLOSURES FOR QPENIN�S. IN ADDITION; FIELD WELD ANYTHING TNAT�A� �E �����,�� , wuY �...�� .t�.j.,w._ ,_.. ,� �._. w: . ; � � � 4'-0". � 4'-0". CONSIDERED A TRIP HAZARD,AF"ER PROTECTIVE DECKING IS INSTALLED. � . . °w ,�L-��, ¢ w c.� F- * ���. ,..r.� ��..,� a�::�.� x_7 � . _ ,°; � 6C. WASHERS OR RINGS MAY BE�IELDED TO COLUMNS TO PROVIDE FC7R SAF�TY CR��.ES. DO Nt�T ��'�c��� ��:�._�_� � .£`�,���._4O b ..x. : , �...���.. � � PLACE HOLES IN CQLUMNS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. ADJUST � C� �� � �I � C� � � L O C A T I O N S O R A D D C O L U M N S P L C E S A S N E C E S S A R Y T O C�M P L Y W I T H �S N�R E�U 9 R E M E N T S. � � � SU�MIT PROPOSED LOCATIONS. A�� 3� ������1 � ;, ' -, 6D. WHERE THE STRUCTURAL DR�WINGS APPEAR TO CONFLICT WITH �SHA REQUIRE�E�TS9 TNE �� � �� �1��L� o STRUCTURAL DRAWINGS REPRE�NT FINAL C4NDITIONS ONLY. THE C�NTf�ACT�I�SH�LL ADD ALL KEY PLAN '� W � ERECTION FRAMING NECESSARYrO COMPLY WITH OSHA. �� � � ;': � � � W �i � � � � GENERAL NOTES �� � w � w � �� i c.� � �'- � �' N � � Q . � w � � �•��-� t- � .,j � ►�-�` � � � Q i ,; � �`� � ,' � � w � � --- ��,.x.,���,�ff�.,�_,,.�.�,�..r.,;.� �.n:.w._,�..�.�...,__.�. _ _ ; R��.�..�:�._._._ -.�_ r_�,.���.� �::_.,_..__...�,,--N.��. ___.. , i _.�_. _,,..� ��,�..�,m..�.�..p,�.�,.��;ri:�.p..�,.��,.v,,�� ;��� _ N . � . . . � � . . . . . . . . . . . . . . . � . . . . � . . . � .. � d..M x_,� . . . . .. . . . . . . . . . . . � �. . . � � . . .. . . . ... . . . . . . � � � . . � . . � . .. . . . t ,. V/ r� +� . . . . � . . . . . . . . ... . . .. . . . � . . . . . .� : . � � � . . . . � . � . . . . . . . . . . . . . � . . � � � . ,���� . {e' � � . . . . . . � � � . � . �. . � . . . . . ��� ���,� ` ' ' � . _.. W � �. . . . � . � . . . . . . . . . . � � . . � � � . � . � � . � . . �. � . oQQd� " � � � 1. ENE L: 10. E T 1 wND EMBEDMENTS: �a C ECTIO S: 1. INAT i . p`�pm � 000T�'�, : � U? z 1A. ALL WORK SHALL CONFORM WITH ACI 301, LATEST EDITION, UNLESS NOTED C�THERINISE IN DRAWINGS 10A. PROVIDE SLEEVES AT OP':NINGS SUCH AS THOSEREQUIREQ FC?� PLUM�dN��ND ?A. PROVIDE CONNECTIONS AS SHOWN IN THE `STEEL 6ERM G4NNECTIQN SCHEDULES' AND DE�AILS 1A. GLU-LAM AND LVL SIZES SH�WN ARE NETe C}THER MEMBER SIZES ARE NOMINAL. d�`"0 ti��� � ���o`a � � � OR PROJECT SPECIFICATIONS. � �'' °'�' g�`� c, � �, ELECTRICAL PENETRATIONS} �E'ORE PLACING CONCRETE. DO NOT CUT RElNF�RCING 1nIHICH HEREIN. REFER TQ SPECIFICATION FOR ALTERNATI�lES AND CONNE�TIONS NOT SHQWN. o� -T►p -� � m N1AY CONFLICT. CORING OF CO(\;RETE IS NOT PERMITTED. 2. FRAMING LUMBER. a� '�95�� �m � ,_., 1B. DETAIL �ARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP-66: "ACI DETAILING 2. ViIELDING REQUIREMENTS: 2A. DRY(19% MAXIMUM M�9STURE CC?NTENT AT TNE TIME OF INSTALLATION), DOUGLAS-FIR No.1 -� �o g�c� o a MANUAL"WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND AC! 318: "�UILDING CQDE 10�. REFER TO TYPICAL DETAI_S FOR SPACING LIMITS (3N SLEEVES AND F�� �EQUPREMENTS 2A. WELDERS: HAVE IN P4SSESSION CURRENT E�fIDENCE�F PASSIN�THE APPRQPRIATE A.1n1.�. WITH MINIMUM DESIGN V�LUES �A�ED �N THE 2005 NDS. �Q,�°��op Qa�°°.,,���'` W N REQUIREMENTS FOR STRUCTURAL CONCRETE. FOR EMBEDDED C�NDUIT AND PPE. QUALIFICATION TESTS. �`� �ON�� �� o� 3. FABRICATED LUM�ERo � 0 2. REINFORCING MATERIALS: 11. RIGID INSULATICDNo 2�. MINIMUM WELDS: AISC SPECIFICATION, NC}T LESS THAN 3I16" FILLET, CONTINUOUS UNLESS 3A. FABRICATED LUMBER DESI�NATI�NS ARE TH�SE MANUFACTURED BY iLEVEL, BOISE, IDAHO. , �, � 2A. SEE REINFORCING MATERIALS TABLE 11A. MINIMUM COMPRESSIVE ;TRENGTH =400 PSF. OTHERWISE N4TED. 04.11.2011 � „ � > 3�. FABRICATED LUM�EFt IS DESICNATED QN THE DRAWINGS AS: MICROLLAM (LVL). copyright 20�1 U °' 3. REINFORCING FABRICATION: •L � 118. MAXIMUM DENSITY=2 PC=. 2C. WELD SIZES AND LENGTHS CALLED FC}R�N THE DRRWINGS ARE THE NET EFFECTIVE REQURED. w 3A. SPLICES: INCREASE WELD SIZE IF GAPS EXIST AT THE F�YlN�SURFACE. 3C. FABRICATED LUM�ER SHALL �E DRY. 42�0 Af ChlteC�Ul"@ It1C. `" - NO SPLICING OF REINFORCEMENT PERMII°fED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS � OWNER TOWN OF VAIL � CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS OR CONCRETE MIX TABLE 2D. WELD SIZES SHALL BE A� SHOWN UNLESS P�GRE�TER SlZE IS REC�UIRED �Y ANSI/AISC 36Q-(5 �EPaRTMENT oF PuBUC woRKs -� MECHANICAL CONNECTORS. = TABLES J2.3 AND J2.4. 4. GLUED LAMINATED MEM�ERS: � �3os E�KHORN�RivE V � VAIL,CO 81632 - SEE LAP SPLICE SCHEDULE FOR LAP LENGTHS. � - 4A. COMBINATIQN SYM�OLe r.s�o.4�s.2�ss � � 2E ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS N4TED. PURLINS, BEAMS, TRUSSES: 24FaV$ aRCHiTECT 4zaoaRCHirECruRe iNc 3B. MISCELLANEOUS REINF�RCING REQUIREMENTS: � � COLUMNS: 3 soos�aRiMER sTREET - PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURIN� z � �ENVER,co eo2os o � 2F. FIELD WELDING SYMBOLS INDICATE SUGGESTED C�NSTRUCTION PR4CEDURES. t:so3.2s2:33as ' f:3o3.2s2.s��s C�NGRETE PLACEMENT. , z � ;: � � � + 4B. MINIMUM DESIGN VALUES ARE �ASED (�N THE 2005 NDS. CIVIL ALPINE ENGINEERING INC - MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR S SHOP UNLESS NQTED. a � � z W u � � 3e STRUCTUFaAL STEEL INSTALLATION: ENCiNEER �a5�o u.s.s uNiTas - NO WELDING OF REINF4RCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, � o � � ' � w 3A. ALL HIGH STRENGTH BOLTS USED W COLUMN SPLlCES, CC�NNEGTItJNS OF BEAMS AND GIRD�RS TO 5. SHEATHING: E�wAR�s,co s�ss2 , PERFORM WELDING IN ACCORDANCE WITH AWS D1.4, LATEST EDITION. � " � z z o � � « �� ��« » ti:s7o.s2s.3s�s t:s7o.s2s.asso _ c� c� ,,.; � � o GOLUMNS, AND WHERE NOTED ON THE DRAWINGS AS TYPE �G (3R C�THER TYPE FOLLOWED � PT , 5A. PLYWQOD: - PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES,AND REENTRANT CORNERS AS �n ? *_� z � ., � SURVEYOR PEAK I.AND CONSULTING,wc. i � o _.. w � � � SHALL BETENSIONED TO THE VALUES OF TA�LE J3.1 �F AN�II/�ISC 360-05, OTHER HIGH-STRENGTH - CONFORM TO U.S. DEPARTMENT�F �CDMMERCE STANDARD PS-1 ANDAPA PERFORMANCE � ._., J Q t� 1000 LIONSRIDGE LOOP � NOTED IN TYPICAL DETAILS. � w � ,.., w � � a ,� o � � � �OLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED �Y AISG. STANDARD PRP-108, LATEST EDITIONS, vai�,co s�s�5 � � - ^ � � � c.� W y I- � t:970.476.8644 !' 3C. INCLUDE IN THE BID THE COST FOR THE MATERIAL, FABRICATION AND PLACING OF 1000 LINEAR FEET � � Z Q � ? � ?� � 4. METAL DECK: 6. NAILING: sTRUCruRa� MaRTiN�MaRTiN � OF#5 REINFORCING BARS. THE REINFORCING WILL BE ADDED TO THE SHOP pRAU�11NGS AND IN FIELD � z "-' ° � � v� o � � � � � eNCiNeeR �2assw:co�F�cavE �' B ERVATI N REP RT BY THE ENGWEER AS"ADDED PER GENERAL NOTES." AN UP-TO-DATE TOTAL OF � � � �- � c� � � 4A. SEE METAL DECK SCHEDULE FOR MATERI�LS9 PR�FILE, AND CONNEGTIQNS TQ STRUCTUR:. 6A. UNLESS NOTED�THERUVISE ON THE DR�4WINGS, PRQVIDE B�X NAILS WITH SIZES SHOWN IN THE � w Q LAKEWOOD,CO 80215 , 0 S 0 0 S � � � � z � � � � � �, TABLE BELOW. MINIMUM NAILINC� SHALL �E IN ACGORDANCE WITH IBC 2009 TABLE 2304.9.1. t:3os.a3�.s�oa f:sos.43�'.ssss I LINEAR FEET ADDED WILL BE MAINTAINED AND SUBSTANTIATED BY SHOP DRAWINGS AND FIELD � � W � � � � � � � � 4�, DECK DESIGN IS IN ACCORDANGE WITH �TEEL DECK INSTITUTE SDI PUBLICATION N0. 31 A�D BECAUSE THE 1BC NA(LING �CHEDULE IS �/��ED ON COMMON NAILS, AND BQX NAILS ARE SPECIFIED ' � � � W a a � � � � ( � MEP BEAUDIN GANZE CONSULTING OBSERVATION REPORTS. � �t � � � a DIAPHRAGM DESIGN MANUAL LATEST EDITIONSo FOR THIS PROJECT ADD ONE N�IL TQ ALL C�NNECTIONS IN THIS SCHEDULE. Er��iNEER eNCiNeeRS,iNC. � ° INTENDED USE mo o � � � � � w � � c� � c� � � � v� t� c� � � ' ! AVON,CO 8 6RO REEK SUITE 202 ' 4. STRUCTUt�AL CONCRETE MIX REQUIREMENTS: '' 1 FOOTINGS 3.5 NWC -- 470 1 4 m- I/I� �p __ 4C. INSTALL DECK OVER 4 SUPPORTS (3 SPAN C�NTINIJ�US} UNLESS NQTED OTHERWISE. DO(�T 7. METAL CONNECT�RSm t:s�o.9�s.s�os 4A. SEE `CONCRETE MIX TABLE' INSTRL� DECK AS SWGLE SPAN UNLESS SPECIFICALL`(SHC�UVN bN DRP,WINGS. 7A. FRAMING CONNECTORS SHALL��NFCJRM TC? I�C 2009 SECTION 1715.1 FRAMING CONNECTOR 2 WALLS, PEDESTALS 3.5 NWC -- 470 3/4 4 5 , I / I B €�E -- �allosc�Pe MaRY HaRr�esi�N DESIGNATIONS ARE TH��E MANUFACTUREQ �Y SIMPSON STR(JNG-TIE COMPANY, SAN LEANDRO, ARCHITECT POST OFFICE BOX 8528 5. SLAB-ON-GRADE: 3 ALL CONC EXPOSED TQ 5 NWC 0.40 564 1 4 51/2 I f II �E, tnlR� MS� f�SS, 4D. PR�VIDE DECK ATTACHMENTS AS NOTED (7N DRAWIN�S. CALIFORNIA. OTHER MANUFACTURER'S PRODUCTS MAY BE USED IF APPROVED BY7HE ENGINEER. BRECKENRio�E,co soa2a 5A. VERIFY ALKALINITY OF CONCRETE SURFACE, SLAB VAPOR TRANSMISSION, AND SLA� WEATHER OR DEICERS N1C1, CAN FURNISH NAILS AND/OR �C�LTS�F Di/�METER9 LENGTH, AND NUMBER SPECIFIED BY THE t:s�o.sss.35as FLATNESS/LEVELNESS ARE COMPATIBLE WITH FLOORING SYSTEM ANQ ADHESIVES PRIOR TO INSTALLING 4 EXT TOPPING SLA�S 5 LWC 0.40 564 3/4 4 51/2 6 / !I AE, WRA MCI 5. STRUGTURAL COLD FORMED MET�L FR�N11NGe MANUFACTURER FaR EA�H ��NNECT�R. '� FLOORING. 5 INT TOPPING SLABS 3.5 LWC 0.50 517 3/4 4 NP I / II UVRA MS� 5A. REFER TO DETAILS FOR REQUIRED STUD AND JC}IST MATERIAL GRADES�1ND SECTION PRO�RTIES. 6 SLAB ON GRADE 3.5 NWC 0.45 517 1 4 NP 6 / II �Iff�P, ��S REFER TO DETAILS FOR CONNECTIONS AN� �TNE� �EC�UIREMENTS. 7B. ALL CONNECTOR HC?LES SHALL BE FIL.LE�WITH PR�PER NAILS/BOLTS INCLUDING OPTIONAL NAIL 58. TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING CQMPDUND IF FLOOR LOCATIONS FOR UPLIFT. ALL �t�LT H(JLES SHALL BE DRILLED INTO FRAMWG MEMBERS. MAXIMUM FLATNESS AND LEVE�NESS VALUES ARE NOT ACCEPTAB�E TO THE ARCHITECT. 7 ALL CONC OTHERWISE 5 NWC 0.50 517 3i4 4 51/2 I 1 II �E "- 58. L�AD BEARING METAL FRAMING: HOLE DIAMETER IS 1/16" LARt�ER THAN THE BOLT DIAMETER. NOT SPECIFIED , - MAXIMUM GAP BETWEEN WALL STUDS�ND TRACK SHALL 6E 1(�". SHIM AS REQUIRED TO AWIEVE 6. NON-SHRINK GROUT: $ PRECAST * NWC * * * * * � � * , THIS CRITERIA. �. OPENINGS: � 6A. C�NF�RM TO ASTM C1107, GRADES B, OR C. 9 CMU GROUT 2 NWC -- -- 3/8 1Q -- i l II �� �- ALL BRACING, BRIDGWG, AND CONNECTI�NS SN�LL �E COMPLETE PRIQR TO INSTAL.LING R(OF 8A. OPENING, PaCKET�, ETC., SHP,LL N(�T�E PI�ACED W STRUCTURAL MEMBERSUNLESS DETAILED � � 4� ' I� eA ! FRAMING AB�VE. ON THE STRUCTURAL Df�UUINCS. C� U � � t ' ' G 68. ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. � W � CONCRETE MIX 1'A�LE NQTES: � U � ' a. FOR THE MAXIMUM COARSE A�REGATE SIZE INDICATED, USE THE �QLL�V�6N�A��R�GP�TE STEEL MATERIAL TA�LE 9. TENSION RODSo � ; 7. PL�►CING REINFORCEMENT: . 0(' 7A. REINFORCEMENT PROTECTION: SIZE NUMBERS PER ASTM C33: STEEL ELEMENT ASTM/Tl(PE Fy(KSI� Fu (KSI) COMMENTS �A. WHERE TENSION R4DS�RE INDIC�TED Tt� �E SLIGHTLY PRESTRESSED, INSTALL ROQS AND � � � TRUSSES IN FINAL ��GATI�N, REM�VE SHI�RING, AND TIGHTEN SLEEVE NUTS UNTIL TOP OF TRUSS - SEE `CONCRETE COVER TABLE' 3/8,;. #8 AGGREGATE ANCH4R RODS F1554 GR 55 55 75 WELDABLE, HEAVY HEXHEADED �S RAISED 1/8°. � � � � _ - SEE ACI 318-05 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL 3/4 . #67 AGGREGATE �OLT� A325 OR F1�52 �� 120 �OLTS ARE 3/4"Q� UNO USE � U � � �^ REQUIREMENTS 1,,: #57 AGGREGATE , TENSION-CONTROLLEDWHERE � � � 7�. PR�VIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE b. TOTAL AIR CONTENT LIMITS INCUDE BOTH ENTRAINED AND ENTRAPPED A!��l0 � 1/2°fQ. `NP' IN P O S S I�L E � W � � FA�RIC AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS,AND EMBEDDED PLATES C4LUMN INDIGATES ADDITION OF:NTRAINED AIR IS NOT PERMITTED. COLD-FQRMED A1003 33 a- -� �A ��R� Nl�TES ,� C� « „ STUDSJPLATE, 33 AND 43 � � �I ;; SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. STABBING INTO PREVIOUSLY � PLACED GONCRETE IS NOT PERMITTED. c. ABBREVIATIONS FOR REQUIRE[ADMIXTURES AS FOLLOWS: M�� 1. DEFINITI�NS: Q }, -O ; AE=AIR-ENTRAWING ADMIXTURE,DO NOT USE ENTRAINED AIR FOR STEEL TRC1UtiELEQ FiNISH�D COLD-FORMED A1003 50 �� - 1A. STRUCTURAL MAS�NfZY IS �H�WN �N THE STRUCTURAL PLANS AND DEFINED IN DETAILS ON THE � (� ; 8. CONSTRUCTION/CONTROL JOINTS: FLOORS. STUDS/PLATE, 54 MIL AND STRUCTURAL DRAWINGS. � U - �3 U 8A. SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH ThE �� =WATER REDUCING ADMIXTURE. � HEAVIER � W � ; SE UENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED MRWRA = MID-RANGE WATER REDJCING ADMIXTURE, MAXIMUM SLUMP-6 . COLD-FORMED TRACK, A1003 33 m� m� 18. SEE ARCHITECTURAL DRAWINGS FOR LOCATION, THICKNESS AND EXTENT OF MASONRY � � � NCNC,4 = NON-CORROSIVE, NON-CILORIDE ACCELERATOR. PARTITI�NS.SEE DETAILS ON THE STRUCTURAL DRAWINGS F�R GENERAL MASONRY PARTITION � � " T O M I N I M I Z E T H E E F F E C T S O F E L A S T I C A N D L O N G-T E R M S H O R T E N I N G/S H R I N K A G E. ALL THi CKNE S SE S � � Q i' RA= RETARDING ADMIXTURE. REQUIREMENTS. � DAS A496 70 8Q p- � C'7 � , 8B. CONSTRUCTION JOINT LOCATION AND CASTING SEQUENCE SHOWN �N THE DRAWINGS IS SUGGESTED � HAS A108 51 65 STUDS ARE 314"� UNQ � AND HAS BEEN ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING. SU�MIT d. ABBREVIATI�NS FOR QTHER REQUIREMENTS AS FOLLOWS: 1C. SEE ARCHITEGTURAL DR,�I�INGS F�R ALL MRSaNRY VENEER REQUIREMENTS. SEE DETAILS ON DRAWWGS SHOWING PROPOSED CONSTRUCTION JOINT LOCATION AND CASTINC SEQUENCE. MSG= MICROSILICA CONCRETE. �THER SHAPES A36 36 5� THE STRUCTURAL DRAININGS F�R MASQNRY VENEER LQaSE LINTE�S. MSS= MAXIMUM SHRINKAGE STRAN LIMITED, RE: SPECS. PIPE A53 GR � 35 60 �- FA = FLY ASH NOT PERMIl°fED. a 2. DESIGN STRENGTH: ' 8G.LOCATE CONSTRUCTION JOINTS IN TOPPING SLABS AND SLABS-ON-GRADE F�R A MAXIMUM LENGTH PLATES A36 36 5� OF 12Q FEET WITH A MAXIMUM AREA OF 12,000 SQUARE FEET. FAR= FLY ASH REQUIRED. RECT H�S A50Q GR� 46 5� -� 2A. DEVELOP 1500 PSI G�f�PRESSIVE STREN�TH(f'm) IN 28 DNYS. - MG1= MAXIMUM CHLORIDE ION LIMTS 0.06 FOR PRESTRESSED CONCRETE, 0.15 F�R C�NCRETE RouNa Hss a5aa G� � 42 �� 8D. SHEAR FRI�TION JOINTS: WHERE CONSTRUCTION JOINTS ARE LABELED AS "ROIJGHENED" (3N THE EXP�SED T0 CHLORIDES IN USE. � -� 2B. STEEL REINFQRCING: DRAWINGS, THE ENTIRE JOINT SURFACE SHALLBE MECHANICALLY ROUGHENED TO A 1/4"AMPLITUDE AND CAN ` CALCIUM NITRITE CORROSI4N INHIBITOR ADMIXTURE 2 GALLONS PER �U�IC YAR�. WELDING ELECTRODES E70 PER AWS - PRIMARY REINFORGiNG: P�ST�I A615, 60 KSI THOR4UGHLY CLEANED. EXP4SE THE C4URSE AGGREGATE IN THE HARDENED C�NCRETE AND REMOVE HRNP= HIGH RANGE WATER REDICING ADMIXTURE SHALL NOT BE USED Tt� Q�T�IN HI�H SLUMP WF, WT A992 50 65 -- - HORIZONTAL JOINT REINF(�RCINC: �STM A82, PREFABRICATED, LADDER TYPE ALL LOOSE MATERIAL. UNLESS DATA ARE SUBMITTED DE�IONSTRATION SLUMP IS NC?T LOST UNTIL ��NC�ET� ES �VER 90 MINUTES OLD. 3. SPLICES: 9e PRECAST CONCRETE: . 3A. SEE MASONRY LAP �PLiCE SCHEDULE F(}R LAP LENGTHS 9A. THE STRUCTURAL DRAWINGS SHOW THE INTENT OF THE PRECAST CONCRETE FRAMING. e. F�R CONCRETE PLACED BY PUJIPING PROVIDE CONCRETE MIXFLOWA�ILlTY T� FA,C{LITATE POST-INSTALLED ANGH�R TA�LE REINFORCING SHOWN BUT NOT CALLED OUT IS CONCEPTUAL AND �HALL BE DESIGNED �Y THE PRECAST PUMPING. ENTRAINED AIR MAY BE USED IF IT CAN BE SH4WN THAT THE FL(��R UVI�L MAVE A FINISH 4. 1NSTALLATION REQUIftEMENTSo _ ACCEPTABLE TO THE ARCHITEGT'UITHOUT BLISTERS. �►NCHOR TYPE PR�DUCT Fy(KS6� Fu (KSI) COMMENTS 4A. GROUT SOLID ALL GELL� Cf�NTAINING REINFORCING, EMBEDDED ITEMS,AND ALL OTHER CELLS MANUFACTURER. REINFORCING CALLED OUT ON DRAWINGS IS A MINIMUM FOR FI(�AL IN PLACE- - --- - - CONDITIONS. �� * �� �, ADHESIVE HILTI H(T FZE�540 SD �m �- SUBMIT CALCULATDNS NfJTED ON THE CONTRACT D�JCUMENTS. f. INDICATES CONCRETE MI. DESIGN BY PRECASTER (DFS). ALL E}CTERI�R ��N�,RETE T��E (IN CONCRETE) FQR SUBSTITUTIC�IS 98. SIZE OF PRECAST MEMBERS SHALL NOT BE CHANGED UNLESS ACCEPTED BY THE ARCHITECT AND 5KS1 MINIMUM. � ENGINEER. ADHESIVE ANCHOR RC1DS -- 36 5$ THREADED ROC, a aooENOUM#z oa.o2.20�� ; � �IN IVIIItl UNGREAS�� 2 CONSTRUCTION 02.04.2011 o REINFORCING MATERIAL TABLE iss.# �ESCRiPTioN oarE � 9C. PROVIDE RANDOM ORIENTED FIBER REINFORCED BEARING PADS UNLESS NOTED OTHERWISE. EXPANSION ANCHORS HILTI KWIK��LT TZ �� �� SU�MIT CALCULATDNS o MINIMUM PAD ALLOWABLE COMPRESSION STRESS SHALL BE 1500 PS1. REINF ELEMENT ASTM Fy(KSI) F€� �KSI) C�MMENTS (IN CONCRETE) F�R SUBSTITUTICVS aRCHiTECT�s PRO�ECr No.: 2�os�.o� cv TYP REINFORCING A�15 60 �0 -� � � 9D. PROVIDE MEMBER CONNECTIONS DETAILED ON THE DRAWINGS WITHOUT VARIAT�ON. CONNECTI4N� WELDED& FIELD BENT REINF A706 60 �p SCREW ANCHORS SIMPSON TITEN HD a- -� SUBMIT CALCULATDNS m o mo F(JR SUBSTITUTICVS � �r o N CONCEPTUALLY SHOWN OR NOT SHOWN SHALL BE DESIGNEQ BY THE PRECAST MANUFACTURER TO WELDED WIREREINFORCING SMCOTH A185 65 75 �����`�� �� �� � �� �`� ��� � ' �� � ` � �����" ����-�.� r �`���C"'��ti� � .�",-' � �' � TRANSFER LOADS FROM ERECTION ANDFINAL CONDITIONS. � �� � �� �� � � � � � � � � � � � � � � �� � � � � � � � � � � � � �`����- � � � � � � � � � r WELDED WIRE REINFQRCING, DEFJRMED A497 70 �0 � � _ � �� ��_ � ' ����r�g.�� .rc,����������,:. :�,.. �.� _,.� �_�.._. , u' ° 9E. PROVIDE SUFFICIENT CAPACITY IN ALL FRAMING MEMBERS TO TRANSFER OUT-OF-PLANE WALL TENDONS A416 -- 270 m� �� �.�w �� 1� u� �����,�,�� _ ��,. . . � � REACTIONS FROM ONE SIDE OF BUILDING TO THE OTHER. @�ETAL GAUGE CONVERSI�N - _-.-.-. s. ' � z ����,- _} ,�-S: ; � - �� a ��. . :w_a�.ri w_ � z � MINIMUM THIGKNESS � u ... `��1�__. .:,a. .�. �.,.�. , �� � � � � � c? ,.,., 9F. F4R DESIGN LOADING, SEE SHEET S004 AS WELL AS DETAILS. PROVIDE SUFFiCIENT ADDITIQNAL GAUGE � ��,�������� :vyW-�u° x � v� �- �INILS � ; � ¢� CAPACITY TO SUPPORT MEP EQUIPMENT SHOWN ON MEP DRAWINGS. 22 27 �� �. �' �U�� 9�. LIMIT LIVE LOAD AND LONG-TERM CUMULATIVE DEFLECTION TO U480 FQR SPANDREL PANELS/�EAMS 20 33 �'"� � � �,��� ; � NOT SUPPORTING STONE,AND U720 FOR SPANDREL PANELSBEAMS SUPPORTING STONE. ; O 18 43 KEY PLAN � U 9H. 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PRE-INSTALLATION VERIFICATION TESTING OF � 04.11.2011 � () OR R,S SPECIFIEC� CSSERVE ASTM E488 MINIMUM EDGE DIST�NCES FC}R PRETENSIONED FASTENER ASSEMBLIES VERIFY � ' � ; - P L A C E M E N T C -- V E R I F Y U S E O F P R O P E R M A T E R I A L S, D E N S I T I E S, ' copyright 2011 � cn �, �Y N�TE 1. DETERMINING TEST LOCATlONS. SUBMIT PR�P�SED TEST �,PPROPRIATE FAYING SURFACE CONDITION '� � COMPACTION, AND LIFT THICKNESSES ; W � LOCATIONS AND TEST LOAD TO ARCHITECTIEN�INEER. - PRIOR TO WELDING -- �11US D1.1 / VERIFY MATERIALS, PROCEDURES, WELDER QUALIFICATIONS, 4240 Arch itecture I nc. �� � SOILS SPECIAL INSPEGTION NOTES: POST-INSTALLED ANCHORS TESI'IN� NOTESB A I S C 3 6 0 A N D R E V I E W C E R T I F I C A T E S O F C O M P L I A N C E ' �; 1. SEE CIVIL DRAWINGS AND/OR SPEGFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION REQUIRENIENTS. 1. FREQUENCY OF TESTINGFOR ALL G��STRUCTl�N FI�CES TO �E 1°lo OR AS SPEGFIED BY THE ENGINEER IN AMENDMENTS T� DURING �OL1'ING owNER rowN oFVai� ' � 2. SEE CIVIL DRAWINGS AND/OR SPECIFICATIQNS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR COMPACTED FILL AND/OR THESE DOCUMENTS. DEPARTMENTOFPUBLICWORKS j, '" -SNUG-TIGHTENED J)INTS P AISC 360/ VERIFY CONNECTED MATERIALS HAVE BEEN DRAWN �3os E�KHORN�RivE v CONTROLLED LOW-STRENGTH MATERIAL. RGS� �PECI�ICATION TC7GETHER AND PROPERLY SNUGGEQ. vAi�,co s�ss2 � POST-INSTALLED AN�HC� SI�EINF�F��lNG STEEL SPECIAL INSPECTIONS t:9�o.4�9.2��s ,: - PRETENSIONED AN[�SLIP- P AISC 36Q f VERIFY PROPER USE OF PRETENSION METHOD, VERIFY ARCHITECT 4240 ARCHITECTURE INC STRUCTURAL CQNCRETE TESTING ITEM FREC�UEN�Y STANDARD CRITERIA CRITICAL JOINTS RC��SPE�IFIG�TION ��NN�CTED MATERIALS HAVE BEEN QRAWN TOGETHER 3oo3�aRiMERSTREET �� DENVER,CO 80205 ITEM FREQUENCY STANDARD CRITERIA EXPANSION &SCR�W ANCHORS �ND PR(JPERLY SNUGGED. t:3o3.2s2.33as f:sos.2s2.3��s REWFORCING STEEL,BOLTS - PRIOR TO START OF WORK mp dCC-ES REPORT REVIEW GONTRACTOR�S INSTALLATION PR�CEDURE. CIVIL ALPINE ENGINEERING INC' , - PRETENSIONED ANG SLIP- C AISC 360/ VERIFY PROPER USE �F PRETENSION METHOD, VERIFY ENGINEER 34510 U.S:6 UNITA9 AND EMBEDMENTS - PRIOR TO INSTALLATION OF EA�CH ICGpES REPQRT VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND ���E CRITICAL JOINTS USI�G RCS�SPECIFICATI(�N C4NNECTED MATERIALS HAVE BEEN DRAWN T�GETHER EawAR�s,co s�ss2 - WELDING ° ° PER STRUCTURAL STEEL TESTING ANCHOR ANCH�R MATERIAL. VERIFY SOLID GROUTED ARE�ARQUN� CALI�RATED WRENCN OR TURN- AN� PRQPERLY SNUGGED. VERIFY TIGHTNESS OF NUT t:s�o.s2s.3s73 t:s�o.s2s.33so ANGHORS IN GROUTED MASONRY. VERIFY MAXIMUM OF-NUT METHOD WIl'10UT FQR 10% OF BOLTS 2 MIN AT EACH JOINT. suRVEVOR PEaK u�NO caNSU�TiNC,INC. CONCRETE � � 1000 LIONSRIDGE LOOP IMPACT UURENCH TORQUE RATING FOR SCREVV ANCH�RS. MATCHMARKING vai�,CO 81675 - COMPOSITE SAMPLE 4BTAIN AT POINT QF PLACEMENT. PROVIDE t:s�o.a�s.ssaa 100 CY/MIX/DAY ASTM C172 MINIMUM 5 TOTAL TE�TS PER MIX BUT NOT - DURING WSTALLATION OF C ICC-ES REPC�RT CONTINUOUS INSPECTION REQUIRED RE�ARDLESS IF srRUCTURa� MARTIN 1 MARTIN M4RE THAN ONE SAMPLE PER TRUCK LOAD. DURING WELLI{N� eN�iNeeR �24ss w.eo�Fax�vE ANCHOR PERfODIC INSPECTION IS PERMITTE� �Y iCC-E� -SINGLE PA�S P AWS D1.1 -p �,KEwooa,co so2�5 - SLUMP/SLUMP FLOW EACH ASTM C143 (SLl1MP) PERFORM ADDITIONAL TESTS WHEN �ONCRETE REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANIN�, FILLET WELD < 5/16° t:so3.4s�.s�oo t:sos.as�.ssss COMPOSITE OR ASTM C1611 CONSISTENCY APPEA�ZS TU CHANGE. ANCHOR EMBEDMENT, EDGE DISTANCE�AND SP�CI�ICe �' MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS,INC. SAMPLE (SLUMP FLOW} - SINGLE PASS FILLE�WELD C AWS D1.1 �- ��o�.��av�RCRE�KSUiTE2oz - AFTER INSTALLATION OF 100°l0�fI�UAL m� VERIFY NUMBER, EDGE DISTANCES, AND ANCH�R FLU�H > 5/16"AND MULTIPASS avoN,co s�s2o - AIR CONTENT WHEN AIR EACH ASTM C231 PRESSURE -- Al-fACHED ASSEMBLY WITH AND PERPENDICULAR TO THE RECEfVIN� SURFAC�. FILLET WELD t:s7o.s4s.s�os ENTRAINMENT IS SPECIFIED AND COMPOSITE METHOD(NWC) ADHESIVE ANCHORS vv �aNOSCaPE MARY NART DESIGN LIGHTWEIGHT CONCRETE SAMPLE OR ASTM C173 - PARTIAL PENETRATON C AWS D1.1 aRCHirecr PosT o��icE Box s52s - PRIOR TO START OF WORK m� ICC-ES REP�RT REVIEW CONTRACTOR'S INSTALLATION PR�CEDl1PE. GR40VE WELD BRECKENRi�cE,co soa2a VOLUMETRIC METHOD t:s�o.3ss.ssss LWC - PRIOR TO INSTALLATION 4F E��N IC�-ES REP�RT VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND �P�SE - COMPLETE PENETR�TION C AWS D1.1 �� - TEMPERATURE CH COMPOSIT ASTM C1064 REQUIRED WMEN AIR TEMPERATURE IS 40 °F ANCHOR �NCHC�� MATERIAL. VERIFY SOLID GROUTED AREP��4ROUND GROOVE WELD SAMPLE AND 60 AND BELOW OR 80°F AND l��C}VE. ANCHORS IN GROUTED MASONRY. - SHEAR CONNECT�E, HEADED P AWS D1.1 VERIFY TYPE, SIZE, SPACING, AND LOCATIONS MINUTE - DURING 1NSTALLATION OF � ICC-ES REP4��'' CONTINUOUS INSPEGTION REQUIRE� RE(�ARDLESS IF ANCH�R STUD (HAS)4ND INTERVALS ANCHOR PERIODIC INSPEGTION IS PERMITTED �Y I�C-ES REP(�RTe QEFORMED ANCHORSTUD (DAS) - UNIT WEIGHT FOR STRUCTURAL EACH ASTM C138 VERIFY HOLE DIMENSIONS, HOLE CLEANIN�, ANCH�R COMPOSITE EMBEDMENT; EDGE DISTANGES AND SPACIN�e AFTER WELDINC � LIGHTWEIGHT CONCRETE - SINGLE PASS 100%VISUAL AUVS D1.1 �� � � � I� SAMPLE � - AFTER INSTALLATION OF 100%VISUfi�L -P VERIFY NUM�ER, EDGE DISTANCES, AND P�NCH�R FLUSH FILLET WELD <5/16" � W � � ` - COLD WEATHER CURING -- ASTM C1074 RECORD MAXIMUM AND MINIMUM CONCRETE TEMPERATURE Al-fACHED ASSEMBLY WITH AND PERPENDICULAR TO THE RECEIVING SUF'�FACE. o - � - SHEAR CONNECTOf, HEADED 100%VISUAL AVUS D1.1 VERIFY TYPE,SIZE,SPACING, AND LOCATIONS � � � �- DURING CURWG PERIOD, WHEN DAILY AVERAGE AIR - CURE TIME 10Q%VI�UP�L -- VERIFY FU�L CURE TIME HAS ELAPSED PRICIR T� ANCHOR STUD (HAS)AND po Po TEMPERATURE OF 40 °F�R BELOW IS EXPECTED FOR 3 APPLICATION 4F TORQUE OR LOAD TO ANCH�Re DEFORMED ANCHORSTUD (DAS) � SUCCESSIVE DAYS DURING CURING PERIOD. � O STRUCTURAL STEELINSPECTION NOTES: ��'��> � r �, - COMPRESSIVE STRENGTH EACH ASTM C31 (6x12 TEST ONE CYLINDER SPECIMEN AT 7 DAYS AND TW0 1. IN TENSI4NED J�IdTS, WHEN SPLINES ARE NOT SHEARED C�R INDICATC}R WAShiERS�RE NOT PROPERLY DEFORMED,THE � v � � COMPOSITE SPECIMENS) CYLINDER SPEGIMENS AT 28 DAY�. IF bESIGN STRENGTH S T R U C T U�L � F��` S P E��A L O N S P E G T I�N S �L E V E L �� TESTING AGENCY SH�LL DETERMINE THAT PROPER BOLT TENSI�N HA� �EEN ACHIEVED BY THE APPLICATION OF A PROPERLY � � p SAMPLE ANDASTM C39 IS NOT ACHIEVEDAT 28 DAYS, TEST REMAINING CYLINDER ITEM FREQU�N�Y STANDARD CRITERIA CALIBRATED TESTING TORQUE OR THE CONTRACTOR MAY REM�VE AND REPLACE ALL DEFICIENT BOLTS. ALL COST OF � � � � AT 56 DAYS. ACCEPTANCE CRITERIA PER ACI 318-05. ADDITIONAL INSPEC110N SHALL BE BORNE BY THE CONTRACT�R. � � O � PRIOR TO START OF WORK � -- � - OBSERVE PREPARATION OF C ASTM C1019 -- J � MEASURE CONCRETE FLOOR ASTM E1155 PERFORM MEASUREMENT�. W[THIN 48 NOURS QF � � � FLATNESS (FF)AND FLOOR FINISHING OPERATIONS�OND PRIOR TO REMOVAL OF GROUT SPECIMENS AND/OR �STM C1314 STRUCTURAL METAL DECKIN� SPECIAL INSPECTIC�NS � (� LEVEL�IESS FL SH�RES OR FORMS. MEASURE AREAS INDICATED IN THE PRISMS ITEM FREQUENGY ST�4NDARD CRITERIA v � � � ) R SPECIFICATIONS. - ASSEMBLY COMPRESSNE 0- �� VERIFY PRECONSTRUCTION TESTING MEETS NiETAL DECK � � W _.I STRENGTH (fm) P R O J E C T R E Q U I R E M E N T S. � META� DECK P �- VERIFY TYPE, GNGE, AND LOCATION � � � �TRUCTURAL GQNCRETE TESTING NOTES: AT START OF WORK � ATTACHMENT P mo VERIFY ATTACHMENT TYPE, SIZE, SPACING, AND EDGE o 1. NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT BUT WILL NC?T BE USED AS THE SOLE BASIS FOR APPROVAL � � � � DI�TANCES OR REJECTION OF DEFICIENT CONCRETE. - PROPORTIONING OF SITE- tl- ACI 53Q.1 2.6A VERIFY THE CONTRACTOR'S METHODS AND � 2. REPORTS QF COMPRESSIVE STRENGTH TESTS SHALL CONTAfN THE FOLLOWING lNFORMATION: DATE 0�CONCRETE PLACEMENT, PREPARED MORTAR WORKMANSHIP ARE COMPLIANT. - FIELD CUTS AND NO'CHES P -- VERIFY CUTS OR NOTCHES THROUGH SECTION ARE LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, CONCRETE SUPPLIER AND MIXTURE ID - MORTAR JOINT CONSTRUCTION -� ACI 530.1 3.3B REPl�IRED. NUMBER, TIME OF BATCH AND PLACEMENT,AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND ADMlXTURES, UNIT WEIGHT, AND - LOCATION OF REINFORCEMENT, -- �- SCREINED ATTACHMENTS AS REQUIRED �Y ASTM C39. BOLTS AND EMBEDMENTS � - FASTENER P �m VEf�IFY TYPE, DIAMETER, LENGTH, SPACING AND EDGE �� ��'��� �� ;$.����� DURING WORK DIST�NCES ��� ������ ����;�� >� �� a � �,.� � . �f ° ��� ��; ��_: � � � � � � � � � � � � - SIZE�AND LOCATION OF �� EACH �,�Y A�I 530.1 3.3F -- � � � �� - �SCREW PENETRATICN � � P � � �- VERIFY MATERIALS HAVE BEEN DRAWN TOGETHER AND � ��"�������'������ ���. �� � ������'� � � � � �� � � �� � STRUCTURAL CONCRETE �SPECIAL� INSPECTIONS � � � � �� � � � � MASONRY�ELEMENTS�� �� � � �F VV��K� � � � � � � � � � � � � SGREWS ARE FULLY DRIVEN WITH A MINIMUM PENETRATION ����������� � � � � � � � � � '�� �s�rry �x,.... C�F 3 THREADS THROUGH THE LAST MATERIAL JOINED. ���� �� ITEM FREQUENCY STANDARD C(�ITERIA EA H DP�Y �� ��re mw��._ I � �.. .,._ A..._ _ - PLACEMENT OF BOLTS AND C m- VERIFY TYPE, FINISH, DIAMETER, LENGTH, C�U�4NTITY, � . �.., � REINFORCING STEEL EMBEDMENTS �F VU�Rk EM�EDMENT LENGTH, SPACING AND ED�E DIST�NGES. - DAMNGED SCREWS P �� N� POPPED SCREW HEADS OR STRIPPED SCREWS ARE �������` � rv �� � � �� � � � __.�,. ��a._ �. .�� - DURING PLACEMENT P ACI 318-05 3.5,7.1-7.7 VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, LOCATIQN, V E R I F Y G R O U T S P A C E A R O U N D A N C H O R S I N F�C E S H E L L. PERMiTTED. ALL DAMA GED S CREW S SHALL BE REPLA CED. � � �°° --� SPACING, COVER, HOOK LENGTHS, SPLICE LENGTH, _ p�p,CEMENT OF REINFORCING EACN ��Y P�C( 530.� 3.4 VERIFY TYPE, SIZE, BAR QUANTITY, LOCATIC�N, SP�CING, SPLICE LOCATIONS, �END DIAMETERS, CQATING, - PRI4R TO PLACEMENT OF 100% _ STEEL BARS JOINT__ C?F'VU�RK COVER, SPLICE LENGTH SPLICE LC)CATI�NS SU�F/�CE _ _ ___ ._� .��_�.___�_�n_ _ _�:: _ __ _ _ _ �. _ __ _. - _.. _ _ _ � , , _ __ _ __ _ _ _____ _ _ SURFACE CONDITiON,AND SUPPORT. CONCRETE REINFORCING AND TIES) CONDITION, SUPPORT AND SECURING. SEE STRUCTURAL WOOD SPE�I�L I NSPEGTI�NS ; CONCRETE TABLE WSPECTION ITEMS FQR 1NEL�ING, FiELD ITEM FREQUENCY STANDA�D CRITERIA - WELDING C AWS D1.4 ifERIFY ASTM A706 REINFQRCING STEEL. �ENDING, COATED REINFORCING,AND NiECHANICAL 3 ADDENDUM#1 02.182011 � � - FIELQ BENDING P AC1301-05 3.3.2.8 -- FI�AMING � CONNECTORS. 2 CONSTRUCTION 02.042011 F °' - COATED REINFORCING P ACI 301-05 3.2.1.2 __ - MEMBERS AND CONJECTI�NS P mtl VERIFY SPECIES GRADE SIZE LOCATION SPACING " � � -- - PROPORTIONING OF SITE- P A�TM C476 , , , , ' N END�EARING AND END ATTACHMENT oss.# �ESCRiPrioN oarE � - MECHANICAL CONNECTORS C ICGES REPORT __ PREPARED GROUT ; t ° - BRIDGING AND BLOCKING P m� VERIFY INSTALLATION AND LOCATION aRCHiTECT�s PRO�ECr No:: 2�o�.oa c�i - COLD WEATHER CONSTRUCTIO EACN DR�Y I��210403 REQUIRED WHEN AIR TEMPERATURE IS BEL�1tU 40 °F. f' W � BOLTS AND EMBEDMENTS �F 1lVf�RK - FIELD CUTS AND N(��CHES P � N� CUTS OR NOTCHES PERNIITTED UNLESS SPECIFIED ON i m o THE CONSTRUCTION DOCUMENTS ' � N - PRIOR Tt) PLACEMENT OF 100% " ° VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, o ` i � � - HOT WEATHER CONSTRUCTION E�CN �Al' I�C 2104.4 REQUIRED WHEN AIR TEMPERATURE IS��OVE 90 F . � � � CONCRETE EMBEDMENT LENGTH, SPACING AND EDGE DISTANCES. ���p�K - SPLICING P m- N4 SPLICING OF STRUCTURAL MEMBERS PERMITTED I � VERIFY USE OF PLRCING TEMPLATE WHERE SPECIFIED. UNLES� SPECIFIED ON THE CONSTRUCTION DOCUMENTS � `�a � PRIOR T4 GROUT PLACEMENT �i � - -- -- lNSPECT PER THE STRUCTURAL STEEL TABLE � SHEATHED DIAPHF�4(�VI ��i WELDING BOLTS AND EMBEDMENTS 10010 i/ERIFY TYPE, FINISH, DIAMETER, LENGTH, C�U/�C�ITfTY, C� � C� � � � � � - �- - PANEL SHEATHING P �- VERIFY TYPE, THICKNESS, PANEL SIZE AND �� � a CONCRETE EMBEDMENT LENGTH, SPACING AND EDGE DISTANGES. �RIENTATION. � ; � � MIX DESIGN EACH VERIFY USE OF APPROVED DESIGN MIXTURE FaR EACH VERIFY GROUT SPACE AROUND ANCH�RS IN FP,GE SHELL. � � r - -- ��� �. � 2Q�1 � w � o ATTACHMENT P �m VERfFY PANEL SHEATHING BOUNDARY AND FIELD FASTENERS � � TRUCK TRUCKLOAD - REINFORCING STEEL (BARS, 100°lo ACI 530.1 3.4 VERIFY TYPE, SIZE, BAR QUANTITY, LOCATItaN, SPACING, �ND�TTACHMENT AT ALL EDGES OF SHEAR WALL ; - F�RMWORK PRIOR TO P ACI 318-05 6.1.1 INSPECT FIRST POUR OF EACH TYPE (GRADE BEAM, JOWT REINFORCING AND TIES) COVER, SPLICE LENGTH, SPLICE LOCATi�NS, SURFACE �� � � ���� ;' � � HIGH LOAD DIAPHRFGMS P w- �IERIFY NUMBER OF FASTENER LINES AND NOMINAL SIZE OF w P�ACEMENT OF CONCRETE T�PPING SLAB, ETC.) CONDITION, SUPPORT AND SECURING. m� FRAMING AT ADJOINING PANEL EDGES AND BaUNDARIES KEY Pl:/�N �' >- � - GROUT SPACE 100°10 °m VERIFY SPACE IS FREE OF MORTf1R DR�PPINCS AND '' W � - PLACEMENT OF C4NCRETE C ACI 318-05 5.9-5.10 �- " DEBRIS, AND CLEANOUTS PROVIDED AS REQUI�ED. ����ECTIONS � - � w - FASTENER P m� OIERIFY TYPE, DIAMETER, LENGTH, SPACING, EDGE o ¢ � - CURING P AC1318-05 5.11-5.13 -- � � - MORTAR JOINT CONSTRUCTION 100°fa ACI 530.1 3.3� �- DISTANCES, AND USE OF WASHERS.VERIFY H�LE DIAMETER TESTING & INSPECTIONS cr� � � W � LL, 11 � - SHORE/FORM REMOVAL P ACI 318-05 6.2 FOR BEAMS AND STRUCTURAL SLABS DURING GROUT PLACEMENT F�� �C}LTS. � Y � Q PRECAST CONCRETE ERECTION P -- VERIFY CONFORMANCE T4 THE C�NTRACTOR'S __ �, � � z - PLACEMENT OF GROUT C A�I 530.� 3.5 - MANUFACTURED W(�OD P ICCpES REP��T VEFtIFY TYPE, ALL CONNECT4R HOLES FILLED WITH PROPER � _ � Q SU�MITTED ERECTION PLAN Q � w � CONNECTORS FP,STENERS AND INSTALLATION IN CONFORMANCE WITH `Y� �- STRUCTURAL MASONRY SPECIAL INSPECTI�P� N�TES: ' ' a '. _ c.a I�C-ES REPORT c� � � � 1. ITEMS NOTED AS FREQUENCY OF"EACH D�Y C�F UV�RK"ARE T� �E ��SERVED AT LEAST 2 TIMES EACH DAY THAT ' � � � o MASONRY CONSTRUCTION IS IN PR(�GRESS. , � � � � a � `��� U) X � W � � ���;� � � , �, � � .,, � u� � Q � � ��opQ�� T � _ � ' Q ��'`AE� �c����p � ,.� c,, m� -!'!� o � � Q� � � a � � o� � �� �95�� �;� � � ,p � e �,`�' o � 4,,��°�° °Q C�.,,`� o �o���aa w � �' �Q N � o n� � � �� � , 04.11.2011 � � j copyright 2011 � . � , _ ^,3 ° s > ..> W � F ,.. .. _ , , '° � . .- 4240 Architecture inc. f � � � � � q> OWNER TOWN OF VAIL � � 1�09 E KHOR DRIVE LIC WORKS U I VAIL,C0 81632 F , ; t:970.479.2158 , ARCHITECT 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER,CO 80205 , t:303.292.3388 f:303292.3113 CIVIL ALPINE ENGINEERING INC � A ENGINEER 34510 U.S.6 UNIT A9 \ W DS CO 32 � ... ..:..:........ ............................ � ���-�"�-, �/�F E97 926.3373 816f:970.926.3390 .: , \ , i ......... .... :.......,. . ..........................._ p .... ... ........ ,. , ; SU PEAK LAND CONSULT , R�/EYOR ING,INC. , ��a \ ' ' ,; 1000 LIONSRIDGE LOOP , � , t EXISTING GARAGE NOTE. vai�,CO 81675 ~ f CONTRACTOR T� SHORE t:s�o.a7s.8saa , �\ / , , ; / AD�ACENT TC� EXISTIN� STRUCTURAL MARTIN/MARTIN A 5 , � '° : .... .... .................. :< , . .,.:.` ,..' : ...... .'�`�.. .. < NT ENGINEER 12499 W.COLFAXAVE , � , : / � ' ' .... .. ,. : .. ; C3 PREVE . , , FOUNDATION�T ........................................................:.... :............... ............. � ' '`'� '�, � ` ,;; UNdERMI�INfp`a LAKEWOOD,CO 80215 ' , ': ` . .::::_: � .� , t:303.431.6100 f:303.431.6866 .co ',`\ `�.. �•. / / ; MEP BEAUDIN GANZE CONSULTING ' o� . ��\ � .\� �\ � �\ � m ENGINEER ENGINEERS,INC. 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"�' 0 3,SEE S300 FOR TYPICAL CONCRETE DETAlLS � � ' 4,SEE S301-S302 FOR TYPICAL FOUNDATION DETAILS � � 5,SEE S303 FOR TYPICAL SLAB ON GRADE DETAILS c.� u, 6,SEE S3$0 SERIES SHEETS FOR PRECAST UV�4LL ELE9/AT{�NS ; ` � a 7,SEE S319 FOR TYPICAL SITE WALL DETAILS � , �' ° ° 8°F#" INDICATES SPREAD FOOTING TYPE. SEE 2/�301. , ; ' ' 9°P#" INDICATES CAST-IN-PLACE CONCRETE PEDESTAL TYPE. �E� 12/5306. ; ;: w 11."PC#" INDICATES PRECAST CONCRETE C�L�1i1�N TYPE. SEE 2/�340. 0 1'. SEE 5400 FOR TYPICAL MASONRY DETAIL�, KEYPLAN � � 1;. ��WC#" INDICATES WOOD COLUMN TYPE. SEE 4/S��Oa ,� � 1;. SEE ARCHITECTURAL DRAWINGS FOR Lt�CATIONS OF INTERIOR NON-LC}AD BEARING CMU PARTITION WALLS. � Q W � ��. SEE ARGHITECTURAL DRAWWGS FOR VAP�I� �ETAR�ER LC�CATIC3NS. CCINTRACTOR�HALL INSTALL VAPOR � � � � � � � FOUNDATION PLAN , � � RTARDER PER RECOMMENDATIONS OF PCA AND�4�1302.1 R-04. � � � � 1;. NOTE: ANGULAR DIMENSIONS ARE GIVEN T� (1} QE�lMAL POINT QF PRECISION. 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P,LIGN STRUCTURE AT QR BELOW 8160.75. `� ;, � r � . w+.:�._, .. ...0 �..�.� 2011 DEfUJ LINE �N�4��TOPPING SLAB . . . . . . . . . . . ,F . � . � . . . � . . . . . . �.3 �r. . . . .. �- Tl T PP6 SLA T/TOPPING SLAB 2 �oNSTR��T,oN o�.�.�o„ __ _. 2011DEMOCINE - -�- - - - - - - - - - - - - - - - - - - - - - - - � 2" RIGID INSULATION I _ _ . - �EE ARGH � I SEE ARCH iss.# DE3CRIPTION DATE • � _ . ...... _,.. -::.::::.... . ::: :: _,>: ,.: .. ... .. ._. ,.; ARCHITECT'S PROJECT N0.: 21064.04 N = ' , � � � � � � -----�-- �--� � �-- --�---�---�-.._-_----'- }-----� . - i � - - — - - — - � W O � Q - - � � � � � «� � - � ssao � � �, z W � � _ - � ° � � . . � . � C a- - p . . ` 6 . . . ....... _.,.,. ... .. � _ ' � ' _ � ' . . . . . G . . . . � � ., . ' d°' ° ' • _ - . � . � . . . � � . . � � . � . . . ` a.- " - a . � � M _j , , '.°a- .� ` � • ep. " " . � . w � - - , ' • , : , . . ; a �., m � I s � C�//3 F-- . Qa, � , , , . „ . - - � b:a` ' � .�_� n ., LL � . . . � � da. .a' ' � � ' - " _ . . 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C � . . . . . .. � . � . . . . . . . . . . . � . ., p�0����0Q��� . . � N � z �'�.id�°��r /j.j�,°@��c+ � � � TEK SCREW SIZE d �'aQ� ���� � � � J L�P SPLeCE AND DEVELOPMENT LENGTH SCHEDULE (INCHE�} �; Q�° �� � i' m �. . � � � . . ��O �J/U't . . . . . . � . . . . . ��� ��iV�� �a� .� � F'c= 3,OQ0 PSI F'c=4,000 P S I F'c=5,O a 0 P S I �► o � 4., o U #12 3/4° p °, a°ID '�' BAR SIZE BAR SIZE COMP TENSION �OMP TENSION COMP TENSION '`~� °°°gg�°a° �,�'�� W u � � E70XX t1 L STOP WELD (2} E7QXX fN-LB METRIC `� j�1V � �-— o a— t1 L t2 � ) � ) Q � ,� � BAR DIA'S FROM LTE LTE LTS LTS LTE �TE LTS ��S LTE LTE LTS LTS � � � � ° BEND LCE LCS LDH L� LCS LDH L�E L�S LDH T�P �THER TOP OTHER TOP �THER T�P (�THER TOP OTHER TOP OTHER p4.11.2011 � � � p � #3 #10 8 12 6 21 16 28 21 $ 12 6 18 14 24 1$ $ 12 6 17 13 22 17 copyright 2011 � � TEK SCREWS ---- z o L BAR IZE �2 #4 #13 11 15 � 28 22 37 28 9 15 7 25 19 32 25 9 15 6 22 17 29 22 �, — � BaR s�zE t� s , 4240 Arch itectu re I nc. ; �o #5 #16 14 19 1Q 36 27 46 36 1� 19 8 31 24 40 31 11 19 7 28 21 36 28 °� � � #3 �/16 2 #3 1/4 #6 #19 16 23 12 43 33 56 43 1� 23 10 37 28 4� 37 14 23 9 33 25 43 33 owNeR TowN oF vAi� ' = X � DEPARTMENT OF PUBLIC WORKS �' #4 1/4 21/2 #4 5/16 #7 #22 19 26 13 62 48 81 62 �i 26 12 54 42 70 54 16 26 10 48 37 63 48 �3os E�KHORN�RivE � VAIL,CO 81632 #5 5/16 3 #5 �l� #8 #25 22 30 15 71 55 93 71 1� 30 13 62 47 8Q 62 1� 30 12 55 42 72 55 t:s7o.a7s.2�5a EDGE4FATTACHED #6 3/8 31/2 #6 7/�6 #9 #29 25 34 17 80 62 105 80 2' 34 15 70 54 91 70 20 34 13 62 48 81 62 aRCHiTECT a2aoaRCHiTECTUREiNc 3003 LARIMER STREET C�LD-FORMED STL #10 #32 28 3� 19 9Q 7Q 118 90 2� 38 17 78 60 102 7� 23 38 15 70 54 91 70 �ENVER,co so2o5 #7 7��� 4 #7 �/2 t:303.292.3388 f:303.292.3113 #$ 1/2 41/2 #8 gl�� #11 #36 31 42 �2 100 77 131 100 2i 42 19 87 67 113 87 �5 42 17 78 6O 'IO1 7H CIVIL ALPINE ENGINEERING INC ENGINEER 34510 U.S.6 UNIT A9 EDWARDS,CO 81632 d (MIN) BTWN FASTENERS d (MIN) TO EDGE OF COLD- t:s�o.s2s.s3�3 f:s�a.s2s.s3so FORMEQ STL SURVEYOR PEAK LAND CONSULTlNG,ING. GENERAL NOTES: 1000 LIONSRIDGE LOOP 1. 'LCE' = COMPRESSION EMBEDMENT LENGTH, `LCS" - COMPRESSION LAP SPLICE IENGTH, 'LTE' =TENSION EMBEDMENT LEN�TH, vai�,co s�s�5 'LTS' =TENSION LAP SPLICE LENGTH 'LDH' = HO�K �EVELOPMENT LENGTH t:s�o.a7s.ssaa NOTE -TEK SCREWS SHALL PENETRATE A 9 sTRUCruRa� MARTIN I MARTIN MIN OF 3 THREADS PAST THE FINAL PLY 2. 'TOP' BARS ARE HORIZONTAL �ARS PL�CED SUCH THAT MOFtE THAN 12 IN. OF FF�SH CONCRETE IS CAST BE�OW THE �AR eNCiNeeR �2ass w:co�FaxavE 3. ALL BARS THAT ARE NOT'TOP' �ARS ARE°OTHER' �ARS �aKEwoo�;co so2�s 4. UNLESS NOTED OTHERWISE, RLL HC��K �ARS SHALL E?CTEND TQ THE FAR FP,CE (.ESS 2" COVER) t:sos.4s�.s�oo f:3os.a3�.ssss MEP BEAUDIN GANZE CONSULTING LAP SPLIGE NOTES: ENGINEER ENGINEERS,INC. 110 E.BEAVER CREEK SUITE 202 1. ALL SPLICES SHALL SE WiRE� IN C�NTAGT AND STA�KE[�VERTICALLY avo►�,co s�s2o 1 NO SCALE TYP CF TE� ScRE�/ ���(���(a �ET/�IL 7 N4 SCALE 1'YP REBAR WELD ��F� L �. ALLSPLICESARE'LTS' UNLE�S N(�TED�THERUUISE t:s7o.94s.s�os 3. SMALLER BAR LAP LENGTH SHALL �E USED WHEN SPLICING DIFFERENT SIZED ��RS �aN�scaPe �waRY HaRT�esi�r� 4. LAP LENGTHS SPECIFICALLY DETAILED(�N D�P,WIN�� SHALL GOVERN IN LIEU 0( LAP L.ENGTHS SCHEDULED ARCHiTECT POSTOFFICEBOX8528 5. �UNDLED BAR SPLICES: aRECK�NRiocE,co soa2a t:970.389.3583 1/2" MIN EDGE DISTANCE A. INDIVIDUAL BAR SPLICES VUITHIN THE �UNDLE SHALL�E STA�GERED PAF -----___ 1 1/2° MIN FASTENER SPACING ADIOIESIVE EMBEDMENT B. INCREASE LAP LENGTH 20°10 FC�R A 3 �AR �UN�LE � ! TABLE 6. IF A NOTE OR DETAIL CALLS FQR A�AR TO �E EM�EDDED Ld (QEVELOPMENT LEVGTH) INTO CONCRETE, THIS LENGTH SHALL C�RRESPOND T�A LTE LAP COLD FORMED STL EMBEDMENT ADJU�TMENTS TO GIVEN LAP LEN�THS: �•� � � REBAt SIZE DEPTH 1. IF REWFORCING IS SPECIFIED R� EP�XY CCi�TED, iNCREP,SE SCHEDULED LAP LENGTHS BY 50% KNURLED SHANK 2. SCHEDU�ED LAP LENGTHS ASSUME; �� � 3 A. CLEAR COVER IS GREATE�TH,4N �AR DIAMETER, �UT N4T LESS THAN 3/4° � #� 4° B. CLEAR SPACING BETWEEN �ARS IS �REATER THAN 2 �AR DIAMETERS �^ � � ~ FASTENERS ARE TO BE � 5„ C. IF EITHER CONDITION A OR � !S N�T �ET FOR A GIVEN EAR, INCREASE LENGIHS BY 50°10 v J '„�„� ,L � DRIVEN THROUGH THE 3. S P L I C E L E N G T H S N O T E D B A S E D O N F y= 6 0,0 0 0 P S L F O R�T H E R Y I E L D S T R E N G 1 H S, M U L T I P L Y S P L I C E L E N G T H S N O T E C! �l` F y/6 0,0 0 0 � � U � THICKNESS OF STEEL IN STEEL � 6° 4. IF LIGHTWEIGHT AGGREGATE IS SPEGIFBED, INCREP�SE SCHEDULED LAP LENGTI-S BY 30%. � � . „ -- 3" MIN EDGE DISTANCE � 7�� HOOK EMBEDMENT NOTES: W � � � 4" MW FASTENER SPACING � $ 1. SCHEDULED HOOK EMBEDMENT LENGTH i ASSUME: � � �- � r� - A. SIDE COVER IS 21/2 INCHES �R C�REATER ' B. COVER BEYOND IS 2 INCHES C�R�REATER t/) � ' - COLD FORMED STL 2. IF REINFORCING IS SPECIFIE�AS EPtJXY��ATED, INCREASE SCHEDULED LAP LENGTHS BY 20% � W � � � E M B E D M E N T 3. IF SIDE COVER IS LESS THAN 2112 INCHES, INGREASE LENGTHS BY 40% G� � ,� O 4. I F L I G H T W E I G H T A G G R E G A T E I� S P E C I F I E D,J N C R E A S E S C H E D U L E D L A P L E N G T F S B Y 3 0°/a � � ,�I � 12 � o � � PAF w P� � � � °� S300 �--� NOTES: ., � V� � W � 1. INSTALL PER MNFR� RECONVIENDATIONSI 2. DETAIL APPLIES ONLY WHER REFERENCED ON DRAWINGS � � Q IN CONCRETE O � — � � � � 7 TYP CF POWDER ACT FA�TERIER � 1 No sca�E PAF No sc,��.� EPDXY BAR SCI-lE�IJL� No sca�E LAP �F'LI� �E\/EL��n/IEI\iT LENCTH SCHEDUL� � ) 4d 1ST POUR 2ND POUF� 21/2" MIN MAX PENETRATION FOR ANY ANCHQR DRILLED OR SHOT INTO 1 1/2° � �� � 0� _ _ TOP OR BOTTOM OF PRECAST_- ___ - ----. . .._ . . _ .. ___ _ __ _ _ _ _ _ __ .__ ___--- _._______ ___ -__ _ SPECIFIED CC?VER- 1/4° � � � � � �ESSEl� �F: �� � � �`":r � y o � �' �������� �°� ������u C l'I" C� � I �LSH ���,������.a�.�� �k�.9 r a. s rt ���P.�','��=, 2 CONSTRUC�TION �.04 2011 � c� c.� � '@ 90° H�OK 180° HOOK � ���'�� �.��, ��tn �B ���� u-' �- 2} ,41/AILA L � SS 2 ��" R��F �� '"����: � � � I I L I F I -� , a °�" ISS.# DESCRIPTION DATE c? � F— �-- ����� ��������_.�.�.Ms���7 v,_ e.a_ ---__� � � --- – ------------------------ CONT KEY, TYP LTS U 6d �` "a ���� ARCHITECT'S PROJECT N0.: 21064.04 � � t:. _ _� -- � � 4" MIN � ��, �ti '������ � � � � � �,. �.�t, _� .,.�_�s��.._,. uJ � z �u.._._,� ,u �=n. . - c� o p C� N p � � � w � t� �a� d � � � z ,.�` 1 � � � �c a T> 16" � W I-- N w � � 1 1/2° 90° H�lAK 135° HOOK IVIAX OFFSET BEND �;�g� ��7 � �- � #3-#5 #3-#8 � �� �� 1� �I � w � ------ ---- ------------------- — STIRI�UPS UNLY TIE�I�Si'II�RUP �p� � � ����`� � o EDGES MAY �E � ANGLED AT -- W o W CONTR'S OPTION � °� F�RM SAVER – NOTES: D1 D2 . ,� � �3� ��I��. m ,� o _ � 1. ALL BENDS SHAL.L BE MADE CC�LD #3-#$ 6d #3-#5 4d KEY PLAN � ° ,��-,', � '-6-' 2. #14  BARS SNALL �E QEND TESTED #9-#11 �d #6-#8 6d � � � m T� 16„ &LAB APPROVED PRI�R T� �ENDING �.�, � W NO�TES: #9-#11 8d ° � } . . c TYP CONCRETE DETAILS � w � 1. CLEAN SURFACE�AND REMOVE LAITANCE � � � � 2. WET SURFACE AM REM�VE STANDING WATER PRIOR T� PV�GpNG C�NCRETE N � � � �J W � <C°� �-- � � � � � No sc�LE TYP P� C�NNECT9�f� REC�TS �o ���L� -YP KEYED CONST JT � �o scAL� TYI� F VE 3 Na �c��� T� �R �EB�D L�ET/�ILS , � ��� � � � � � — � :r cn X "'' ^ LT'S � � T � � � TH U ��. , � o a F��TIN� ��QQ ���'IS�.' QeQ�qea a �,�j � . ��,p��G�P-L �j���''�',� � '-� p 'U 0� `�.s+�`� ------------ U � .�1 -o�` 't'10 � �� 2'-0° TRENCH TRENCH O U L ��, � �� ,� ca EXCAVATION EXCAVATION o c� � ------------ SOIL ALL��I►A�LE PRESSURE=4000 PSF '� �p �� � o , FOR ADDI°fI�N,4L � °o _ 0m° � cn _ GRADE � � lNFOE�MATI�N SEE •�` 0�s���a ��'\ �- M�RK FOOTINC� SIZE REINFORCING SERVICE REMARKS �� /�� � o (2}TIES AT TOP�a 3" ------.,. S600 SERIES L x V11 x� CAPACITY � � LTS OR CONT (KIPS) , . � �= TOC AT CONST JTS � > LTS AT AL� BAR SFLICES _ 02.18.2011 U � . � F2 �,_0„�2oo�,�X�,s�„ �3)#4 EW�OT 16 �pyr�gnt 20�� Lu FTG \ PL�N AT F�471NG mNTE�SECTI�NS 4240 AC'Cf'l IteCtU f@ I C1G. � � �. � — — — - — � � � �'' R v� ! ,, .A � ` L . . � � . . � . . � . . . . � . . . � . . � . �. . � � � � . . � . . . � � � . . . . , . � � � . . � o �,pD. ��;�,/� � . 4 WoQO�epd ,l' aa �� . = °' U? z LTS TYP `,. ��NP�L �j° `� � 'ri p, STD H�OK, Tl'P i NOTE 2 60'-0" MAX U���G �''A.�°� � � J � � � � � , „ � _ � , � „ � � � � „ � , , � , � , � � DIP,GEARS - � � � _ — — — — — — — — — — — — — — — — RE-ENTRANT CORNER: m� ✓�o � o� �¢ � �� o � _ � � � p� �� � o� �95�1 �a s� c� _ �a �, m �'�r � � _ O � O O O � p�°000 e0�° ,�. W � �s �aN�m �,� � �.� � � � _ o � � � BAR SIZE AND SPACING � 04.11.2011 � -- '� TO MP►TCH HORIZ REINF - � copyright 20�1 � U � OPEN CIRCLE INDICATES o `v NOTE 2 � VERTICAL REINF - 4Z4O AC'CI11t@C�UI"E' InC. L - N - CROSS WALL/GR BEAM owNER TowN oF vai� � DEPARTMENT OF PUBLIC WORKS '•'• - o 0 1309 ELKHORN DRNE � HORIZ REWF - ° 60'-0" MAX t s7oa s2�65s - COMBINED ARCHITECT 4240ARCHITECTUREINC - � LENGTH 3003 LARIMER STREET DENVER,CO 80205 t:303.292.3388 f:303.292.3113 - CIVIL ALPINE ENGINEERING INC ENGINEER 34510 U.S.6 UNIT A9 EDWARDS,C0 81632 — _ _ �PENI�� N�TE�; t:970.926.3373 f:970.926.3390 1. �UBMIT L4GATIONS �F CC�NST JTS FOR REVIEW PRIOR TO CONSTRUCTION suRVeYOR PEAK LAND CONSULTING,iNC. SOLID CIRCLE INDICATES ADDITIONAL VERTICAL NOTES: , „ 1000 LIONSRIDGE LOOP B A R S, S{Z E T� M A T C H V E R T R E I N F 1. DETAIL APPLIES FOR ALL OPNGS IN MET�L DECK�LA�S, S�G'S, AND TOPPING SLA�S 2. LOCATE ��NST JT�AT LEAST 5-0 FROM PILASTERS AND CORNERS. AT GR BEAMS, vai�,co s�s�5 2. REINF NOT REQUIRED AT OPNGS SMALLER THAN 1Q"x10'" J T S H A L L �E I N M I D D L E T H I R D �F S P A N t:s7 o.4�s.s s a� 3. SEE OTHER QTLS FOR REINF AT�PNGS IN G�NC VVALLS AND CONC STR SLABS srRUCruRa� MaRTiN i MaRTiN ENGINEER 12499 W.COLFAXAVE �AKEWOOD,CO 80215 t:303.431.6100 f:303.431.6866 MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS,INC. 110 E.BEAVER CREEK SUITE 202 AVON,C0 8162Q Na sca�E TYP WALL / GB W/�INC�LE CIJF�TAIN C�F I�EINF NO SCALE TY� T�IM �EIRIF 1 No s��L� TYP Vi/ALL / �� PC�UR LENGTH LIMITS t:9�o.949.6�08 LANDSCAPE MARY HART DESIGN ARCHITECT POST OFFICE BOX 8528 BRECKENRIDGE,CO 80424 t:970.389.3583 LTS OR CONT, TYP OUTSIDE FACE (SOIL LTS, TYP � SIDE) - — — — — — — — — — � � , — — — — — _ - 3'-Q° MAX LTS 3�� AC�D 1/2 NUMBER OF �AtS 3�� BAR SIZE & SPACING - ' INTERRUPTED BY OPNC TO MATCH HORIZ - • PLUS 1, SPACE AT 3" OC � � RE(NF _ � - � o �,r [FORMED JT, � � � � - INSIDE FACES INSIDE FACE� SEEARCH] g � � �- � = S300 � �„� � _ VERT WP,LL � � CR�SS W�LL REINF _ W � _ � � HORIZ REINF � � U � � �..� ,� _ � � s , � � � ' , � � W � OUTSIDE FACE _ °� � Q .� 4 (SOIL SIDE) - ._ ....- = HORIZ VIIALI� — — � J _..I _ o OPEN CIRCLE INDICATES REINF =) I I=1 I I I I --I I I I I 1= � .� - VERTICAL REINF � O � � - DOR CI CULAR � �o `�' � U SOLID CIRCLE INDICATES ADDITIONAL INTERNIITT�NT 1 -0 v� � — — VERTICAL BARS, SIZE TO MATCH OPENINGS LONG KEYS a�2'_Q" �C � � � —� ° WALL VERT REINF � W � � 0 _ � �, � • NOTES: � INSIDE FACES 1. DETAIL APPLIES UNLESS REINF IS SPE�IFIG�ILLY QETAiI.ED 4N THE DRAWINGS 1 `� No sca�E TYP WALL / GB W/ TW� LA1��RS REINF No sc��E TYP �IP �L�� � V�/�LL �PEI�IN� 2 �vo s��,�� TYF� VV�LL VERTi�AL CONST JOiNT � � � CV � ' #4xCONT � � J D 2" CLR TO REINF, 12'° (��C • _ _ � _ TYP EW _ _ #4x3'-0"a�,712°W/STD HK _ _ _ oO __ . __ _ _ _ _____. .__..�. __ _. _:.__ _ o � TOOLED JT IF FdEC�D ��`�f� _a".Qr°tl ��",, w BY ARCH d - , 1 1 SLOPE � O w -, . ��'�¢'t�� � `�"p �d�`�a k 4 ADDENDUM#2 03.022011 "' �" 2 CONSTRUCTION 02.04.2011 �" � U n „ ,a - �°"�.�����:������,..� � ��� \..� �4 F��� � � � � � � = NOTE2 u -� . ` ��,��.����r�ff�,����`��'���.1���, M d �����a,��": ISS.# DESCRIPTION DATE ity � � � n � . �,t � o � �i ����:�����...�� ``" �� , y Ap ��. J � YLLV�n � ARCHITECT'S PROJECT N0.: 21064.04 C�j -----�---- ----------- -----•----------------==9F=====__ '� ._i ��, � r A L I G N P E N'S �� � � � f�P R E C A S T I N A L L �����H � � O e O O �— VERTICALLY i � � � � _.� �_ � O cv n � p �������. ,wmG .,,,��.�.,��.,.� _���_�.�.��...�� ce�a � � ti _ w cn � , ii � U � W . � II � _ T � II �g � N o D= OUTSIDE DIANlETER I� � � T w „ #4xCONT � Z 3D (12" MIN) „ z � CLEAR ° . �,_�. � � � � C� C� � � c? u, B/WALL u cn F— � .:-�- �'�'� � � �011 ' ° ° NOTE: WHERE CLEAR DISTANCE BETWEEN SLEEVES CAN NOT BE n TOOLED JT IF RE�D �--�""�r 1:1 SLOPE J ACHIEVED AS SHOWN, STRUCTURAL ENGINEER�F RECORD SHALC BE NOTE 1 BY ARCH �.,� � �� .���� m NOTIFIED. 3'-0° o SCHEDULE 40 SLEEVES SHALL BE USED IN CRITICAL AREAS OF THE WALL NOTES: #4x o� t�12'" "' AND SLABS AS DETERMWED BY STRUCTURAL ENGINEER�F RECORD. 1. GREATER OF 2xD AND '�", WHERE CLEAR DISTANCE IS N�T ACHIEVA�LE, TREAT P�REA� M KEY PLAN � v ,.,_ � IN WALL OR SLAB CONDUITS GREATER THAN [0.2T] SHALL BE SU�MITfED AS SINGLE OPENING REIN�ORCED PER"TYP CIP SLAB OR WALL QPENIN(�" DET�i� � � � "� FOR REVIEW 2. DO NOT CUT RE�AR ATPENETRATIONS LOCS. REBAR MAY�E N6��fED�'" ��T� EQ � w TYP FOUNDATION WALL DETAILS � � � W ACCOMMODATE PENETRAlIONS w � � � � Q i :� � Q (a?SiTE C�ST VII�►LL . •, W � � �_� c�.� 4 � � � � °� �va �c��� PIPiRI� �R ��NDUI� �� �LA� C�R 1/1/ALL �a �c��� 1"YP �LEEO/ED CJ��I�� � �L 3 �o sc�L� ;� AT TOI� C)F 1/0/ALL � �-�c� o � � � � ;� � � � - — � _.____ _ _— ----- ---- ------ ___ _ _ _ ------------� � ���_ _. , .��� �,���,���.���,�..,�,,�,,�� _ ._ w. - . . .,.,_ _ .._._r - � � x .� � w �¢ � �p������ `., -� v vy z 1ST P�UR 2ND POUR � -�,d'Q��,NP�L �°a��,r+ . � � � QDQp�b / . � � _ s��d d 'ti, C e Q � �� 6�� � o �.- 6,� �„ U s� `�'..�,� o C 4 =' -' #4 E S C O N T � Z °� �a � N m ,''� - - LTS � � @�` ��5�+'� ,�a � " STAIR STRINGER -' "' '° � 9 .� ca �.� REWF PER PLAN � W � � ID �,'� W � AND CONN TO SOG , , - � � "' ��; �oaamd� ��,:� BY STAIR MNFR(DFS) ' � �Q � 0 6 � Q �, .-' � BAR SUPPORTS, o � , , � Q� � � �' - - — - - ,,�' � SEE SPEC � ___� � � �. °? � i �-'�� � 1'-0" MIN 1'-0" MIN 'i:��' ��� ______ _- �,�';:� _ 04.11.2011 � � � ,- NOTE2 ^ "� I.�`. � '_ - � U '� i /�� _ _ 4` °�' _'�,, a'�'�m.• :.,�tiy.;:�.;%':,��... N �PYright 2011 • • �I'1"1—I "i'T- :r_�,1. :.�:� 'T. :� w � ' _— -'� NOTE 3 ( �—� ( �—� ( �—) � ( ( I ( CONT VAPOR RETARDER 4�40 At"Ch It@CtU("@ I nC. n - � (WHERE OCCURS}, SEE � � � � C4NSTRUCTIONJf?INT ARCH owNeR TowNOFVai� DEPARTMENT OF PUBLIC WORKS � #4X u �p 12 , EC, NOTE 1 „ 1309 E�KHORN DRIVE cU � FULL DEPTH H�(�K � - - � 1/� � �-- �y VAIL,CO 81632 a' ` ' ' #4XC�NT �"�''�,,. 11 t:970.479.2158 � 1'-4° 1'-4° EXTEND REINF aRCHirECT 4240ARCHITECTUREINC • • o `- THRU JT ,.._ �X�- @12° � #4XCONT - - � ____ _______________ 3003�ARIMERSTREET #4XCONT@ 3-0 3- � �-. ` DENVER,CO 80205 ' " �j'"'W- � �°tl���'' `"-,'~<��y•';`-_;'`;� t:303.292.3388 f:303.292.3113 . ��• � II a�4s"`' •..s.°. °.' a'::••'n• C T R E W, E C, (3) M I N E U U #4x �„ 1 8 C T R �` ,: r�� �y:�, ��.-. ..�.ao' ' 9 �.° .... . . ... �2°OG �3 MIN� � �''� @ I � �—��.��.I � ...�..I�I—I�I� �—� I CIVIL ALPINE ENGINEERING INC 2-Q 2-� I I I—I I I—I ( I—I I I ENGINEER 34510U.S.6UNITA9 �X � �—V���@�2�� V h EDWARDS,CO 81632 �„� 1'-a" M�N �'-Q" M�(�) ^ C�NTR�L.JC�INT t:970.926.3373 f:970.926.3390 NOTES: 2�-O° MIN , EXTEND THICKENED SURVEYOR PEAK LAND CONSULTING,INC. � ) 1. PROVIDE TOOLED JT QR SAW CUT AS SOON A�THE CONC HAS HARDENED �000 uoNSRi�cE�ooP ZONE 1'-0" BEYOND SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING, SPALLING, OR TEARING (BUT vai�,co s�s75 - STRINGERS ` NOT MORE THAN 12 HC?UR�AFTER CASTING} t:s7o.a�s.ssaa 2. GRANULAR COURSE: SEE EARTHI/V4RK SPEC sTRUCTURa� MaRTiN i MaRriN 3. PREPARED/C�MPACTED SU�CRADE, SEE EARTHWORK SPEC ENGINEER 12499 W.COLFAXAVE LAKEWOOD,CO 80215 t:303.431.6100 f:303.431.6866 ' MEP BEAUDIN GANZE CONSULTING a ENGINEER ENGINEERS,INC. 110 E.BEAVER CREEK SUITE 202 � AVON;CO 81620 1 No sca�E TYP SOG BELrJW [VIETAL STAIR 7 NO SCALE TYP SOG SUI�IP PIT (�O SCALE T�(� ��� /a��/�L��� No ����� ��� ��� t:970.949.6108 LANDSCAPE MARY HART DESIGN ARCHITECT POST OFFICE BOX 8528 BRECKENRIDGE,C0 80424 t:970.389.3583 7"AND LARGER 1 1/2"CLR 2�_p�� 4" (MIN)THRU 6° 1"CLR TYP #4x� @�2�� .-. 2'-0" DIAM4ND OR Q,, $ � � � #4@12"(2 MIN) ROUND ��� �i�� II S303 � � � BLQCKOUT � � CONST JOINT � �— � ' �,� � �Q° � � � � � ' � � ` - - - - - LC) �� � � � � CL COL L � � �� , , • • ELAST�MERI� JT N CONST JT � � C�LUMN ` � , T04LED JT AT U �� � SEAL�NT WHERE _I 1 � CJ OR EXPOSED AREAS COLUMN � Z � � #3x � @16 CTR #3x ,�L, @16" � REQD (SEE ARCN) __ � CONST JT ISOLATION JT �R � W � � W/(2)#4xCONT 8 8 �, PILASTER � �, TYPICAL W/(4)#4xCONT U #4xCONT � U � � .... � . � . � �p� � . . . � . _I �. - `� PL T L PLAN AT PILASTER � . - � MIR � .0 O m � 1/4" PREFORMED JT � FlR�T Pt�UR VARIES 1 � 1 � � FILLER OVER FULL SL�� � � GOLUMN FACE lyl o -�+ � DRILL AND DEPTH, FI�.LER SNALL _ S303 $ Z tn U NQT PR�TRUDE��O�fE _ - `.�-� � - - � � � EPDXY POST-INSTALLED REBAR OPTION SLAB � � �Y � � L,LI � �o�ES: W � <( 1. SEE ARCH FOR SIZES AND LOCATIONS $�a � � . . . . . . . . . . . .. . . . . . � . .. � � .. a . � . . .M � . CQNCRETE ENCASEMENT �� MBN ; � SEGTI�N AT COLUMN TO COVER COL BASE, � TYP Nas��L� 1°Y� ��G �L�CI�CJIJT /�T 1 1 No scA�E TYP SOG COfVC CIJR� ►v� sc�LE TYP SC�G ISOLATIC?IV J�I T No scA�E �YP S�G TEi� 2 ��LIJMN/�IL�STER LTS + H ����'�� ��� `t���� . � . . . ��� �{`4�4 k� �ex�� �� @ ��P�Y �... ,. �l��r�..^; � . . �� �h . . . . . . �,.mfi 5. �§,.xi � �.,w.,k� M w,,.v�,.x,� �" __ . _ _ _ _1��CLR _ _ __ _ _ _. . _ _ _ - ___ _ _ _ _ � � LTS.+ H �����RS����.��.� ���_��. w UUWR 6x6-W2.9xW2.9 � � ��-����� � � _ > 2'-Q° HOOK = .,,N �....��.�. � M.n.� �mT�_� �_�. ._��._.��.. �- � , f - ���� U 2'-0'° HOOK = :� ,.N.m.�.__ �, ..�.... ��..�..r4� _�_�_�,� �, ..,,. _ ,�w 4 ADDENDUM#2 03A22011 .� — N "! 3,..,,:"���:�.�., m,.,.. �T. ., � �, .�. ,�,. ._.4_ 2 CONSTRUCTION 02.042011 � MATCH TOP � . n� �...m:z_4... . — � REINF ISS.# DESCRIPTION DATE �� TOP REINFORCING 2�_��� MATCH TOP REINF p �2 � ,o ARCHITECT'S PROJECT N0.: 21064.04 c�i #3x @16"�N/(4)#4xCONT _ (-� 2-0 � � � TYPICAL ��� 2" #4x� � �12'°T�P TQP REINFO�CINC � � �2 S� � c�v ---------- ---- cn � ,,,,::, ,:. ...; <......... r� `� ----- ----� ° �I' \ . � W � #4x4'-0@12", � � �' EC,GTR � z EQ �- :.,,., ::... :..:.. :...:. �/7 z � - �- DRILL AND EPDXY �1)#4xCONT � � � � � � U C� w � TYPICAL � � #4@18�� ---------� �P� � ��`, 20�� � c� �,, �, : � �`�� �� �f�IL o POST-INSTALLED REBAR OPTION --,\ �—- � KEY PLAN �- � �_ w v - - � w �� � o � >- . . - TYPICAL � � � W 5303 TYP SLAB ON GRADE DETAfLS . � � � � Q WITH DEPRESSION � � � °�_u, � `� P � 1-- ; �.� � �o sca�� TYP ��C� EC�IJIF' �A� �� ���L� Tl(P �C1G EXT TH�E� Na �c��E 1"YP ��� I T T �E�FIOL� ►�� ���L� �C)G �CJ1/VEL TO EXI�TI�IC� � �'� o � � � � � ° � _ I , �� f~ e w ¢ � NOT FOR JAMBS AND �, , l � � ° C� PRECAST WALL SIM GIRT, SEE 2 ����j(} �i��`/�,�,�� . - � cn z �Y BACKFILL EVENLY p`"0 G Q@E �/Llcsa . �.ca — c,� Q `'�P � 'A'°�� 0 r� ,�+a o � � 8" SOLID STONE VENEER, � : 4 ATTACHMENT �Y ------- �� �'� � `,�m PRECAST PLANK � WINDOW SUPPLIER „�,o% � 5�� �o� SEE ARCH . , o � ; PAVEMENT, � (DFS) �°�, p,v �om��,,� w o PAVERS, SEE CIVIL _ STONE VENEER, ' . .. ''�`�'.�, \C�,'�• SEE CIVIL SEE ARCH FOR °•aeamd@° o� < �,a a SEE ARCH. ; I - - — - - — - - ; ; STONE VENEER, — - - GEOMETRY TOG ��� � o #4@12" EA WAY, EC .. - _ a�Q.= �.`aQ�F�a,, � = �ROUT CAVITY ; - -_ _- - . -. - _ SEE ARCH , $ — SEE ARCH . SOLID, SEE ARCH � � � 1 1 � � (� . 04.11.2011 � � - - - - - - - - - _ � _ � .. OC � �''� o � , , I , ,- •� . 6= , a;� �303 , . . -° a._< ., SEE PLAN copyright 20�1 . .. . _.-. g � � --` �''�°� TC�C I W � • • • • Q°� �°,' .~:°-, TOC SEE PLAN (3)#6xGONT T&B � � PAVERS, SEE � Sv 4240 Arch itectu re I nc. °u; _ _ • I ( I — ( I I - I I I ( gg'-4° #5 VERT�a 12", EF e . ��4a CIVIL . TOC owNER rowN oF vAi� � — - -�- - - � - - ' SEE PLAN DEPARTMENT OF PUBLIC WORKS � . . — — 1309 ELKHORN DRIVE CONC PEDESTAL, #5 HORIZ @ 12", EF � t s�io a 9 2 58 U _ _ 3'-0" . #5 HORIZ @ 12° SEE PLAN � ARCHITECT 4240 ARCHITECTURE INC FNDN DRAIN, d e � � 3003 LARIMER STREET SEE CNIL S303 #5 HORIZ @ 12° EF �ENVER,co so2os • � �°°° t:303.292.338$ f:303.292.3113 . TOF PER F � #�J �2° rOC � CIVIL ALPINE ENGINEERING INC #5x 24",ALTERNATE SEE PLAN @ a • _ _ SEE 9LAN � „ • EN�iNEER 34510 U.S.6 UNITA9 @ - _ _ EDWARDS,CO 81632 o S304 - - - - - - _ _ T(�F (�EYC?ND) , . fOF #5 DOWELS 12 EF HOOK DIRECTION _, -- -------------------- • `t—= � ��� ��N , _ t:970.926.3373 f:970.926.3390 - SEE ILAN SURVEYOR PEAK LAND CONSULTING,INC. Q #5�?G 12" ---�-�- • TOF 1000�IONSRIDGE LOOP .. � . . . . . . . .. . .. . .. .. . . . . . . . � . . � . . � r . . . ° o • s • • ' VAIL,CO 81675 SEE PLAN (2}#4xCONT � - - - - - - I LT� (5)#5xCONT o t:s�o.a�s.ssaa �J #5@�2�� e ,� o � � STRUCTURAL MARTIN/MARTW ENGINEER 12499 W.COLFAX AVE LAKEWOOD,CO 80215 t:303.431.6100 f:303.431.6866 � MEP BEAUDIN GANZE CONSULTING ENGWEER ENGINEERS,INC. 11Q E.BEAVER CREEK SUITE 202 AVON,CO 81620 4 10 No sca�E STOOP AT BASE �F P'RE�AST STAIR� 4 � 3/4�� _ ��-o�� FIVDN AT STC�N� GOL 1N : �i��� _ ��-o° NOR1°H VV�LL F�i�IV - TY`P 1 �i�.�� = 1°moR, ��IJTH V�/1�LL FNDN - 1"YP t:9�o.949.6,08 I.ANDSCAPE MARY HART DESIGN ARCHITECT POST OFFICE BOX 8528 BRECKENRIDGE,CO 80424 t:970.389.3583 BAGKFILL EVENLY I 600S137-33 @ 16"OC — � , , _ ,. _ , ` - , , � � T�C ' .d �� ' ,p" - � STONE VENEER, ' i i .• SEE PLPiN PRECAST WALL � � . SEE ARCH ' ' • , ; � � � . e - PANEL �. " -a �-' ' � � 5/8° , - PAVEMENT, — ; ; . , ; - . � � SEE CIVIL STONE VENEER, � � � �► FINISH GRADE, � � Typ 600T125-43xCONT � "� , ` , I ' : FC1R DETAILS NOT � - �a SEE CIVIL ; , , - - — - - — - " 4 SEE ARCH . ` . � 1 � 1 C,1 ` LC� � � - _ - - _ ; ; . NOTED, SEE , . W � CU � � Toc -, I I 1 = I I IT= 1 �' . - , . � — -.° �— � - - �� �° S3Q4 FINISH GRADE, - - $ V 0� I I - I - I , SEE PLAN °' °:_ . Q � � — — - 5340 � � SEE CIVIL , - _ _ Y � �303 � : ,.' • _. � #5 HORIZ @ 12° --- @ � �- �< TOC W (� O . , _ .. ; . :,., ,,:,,. ., �•/ .� � y -�. e . ' 12 :'.= -= ToF , . i o . I I I I - I I I I � I I I, °:-q-:. - SEE P�aN �— °� sEEPLa� I � ' . . 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' ;i���r 4 ADDENDUM#2 03.02.2011 I � Q '� ° =' ri "'^-�' °; : .; . ��' � �' ,_ 3 ADDENDUM#1 02.18.2011 �.,.�.�. _..._ � `�� \ ° _ :° a e r°�� � 2 CONSTRUCTION 02.04.2011 � " PRECAST W�4LL a - d ���� �,� c� � „ - � �._T_. . m�..�a�__.. . � �. � ���� W��� .� � �..��.�,_s �� � N � � �;. : PANEL ' :: �.. : 4 H � . 13S.# DESCRIPTION DATE �, � � � / :� ,-._. o M °; :� ; .a� � S303 ARCHITECT'S PROJECT N0.: 21064.04 - � TOC cv �; a � - - ." w r N � y � � - �a`a�, SEE PLAN s ' s � - s �. :_� . ° � — - - - - - � B� �, 8"CMU W/#4 48" •''•'& �� #4 HORIZ @12P0, EF _ T�� @ � � _ �' / GROUT SOLID _ ^ ; ':. -�C - 11 SEE PLAN o • , � < < < < = t � t � � � t � � a 4, SEEP(AN S340 � z � ^� `�;:} - - o� '....o' � a (14)#11 VERT N #5 DOWELS @12 , EF � � � �, � �/� � cn � • • • • �, (16}#11 VERT �� t. 0 0 ,,,o , �i�� � � �0�� #4 TIES @ 12° � �'' .,, ;e, , � � `� '` �F `T � �� ��I L � R_ ; o #4 TIES @ 12° K'=8�, � #4x J@24'; ALTERNATE SEE P�AN #5@12° KEY PLAN W � ' HOOK DIRECTION � _ � � � w ����� —�"�SEE PLAN � `�—� `° TOF } — �� � o ¢ >- . . �-I "' 2:�,, 5 #5xCONT � � � � � � o SEE PLAN FOUNDATIO ��; TAILS � Y � Q s P5 1 .3 P10 c2>#SXcoN-r - � W � • • • r r. � � � Q 4 q. 4 �;` � , �"�� i--- � � � � 1 Z No sca�E CONCRETE PEDESTALS 3/4�� _ ��-o�� �I�lJ � E AT T�I R� 3i��� - �R�Q�p �LL FI�1 C�I� - �T�I FZ� � , � � o � � � wa �,�, <� t� X � � � � y.��:,. �: � � � 0 ���`.,.�, � v°� � �,���°��P��°/s���' -� � � � �dQ���G ��y�g� v � � WEATHERING STEEL , PAVEMENT ,SEE CIVIL o�, D -° N m POST, SEE PLAN � � �� '�953'� �� o U BASE PL 3/4x12x1'-0 ; ; (E) GARAGE SLP,�. 8"CMU W/#5@24", ���p ��Qa�,`� � ° - - — - - — - - — - -;--'–;- - - - — - - — - - AATCH BACK AS `_ ;y GROUT SOLlD .'{` �•oQa�.a° �' fl.u' i , i REQD PER 3 ..• _: �`�'► /QN �,,C� a� '' " o � i i � -,,, 8 � o - - - - - - - - - -i—i- - - - - - - - - - r S� '; �, ' � a� � ° '.. S303 TQC 04.11.2Q 11 � > • , copyright 2011 � °' 1 1/2" NS GROUT ' a � SEE PLAN f 4� w � �QAT POST BELOW GRADEWITH � _ ;:;.�, � = 4240 Architecture Inc. � P�N ASPHALTIC MASTIG PAI�T � �4� 3/4°�A'NCHOR ,f; ,, OWNER DE ARTMENT OF PUBLIC WORKS � BOLTS, 12 EMBED g U �. `' VAIL,CO 8 632 DRIVE s3a1 -� �: . V TC}F -• ;. TOF t:970.479.2158 ARCHITECT 4240 ARCHITECTURE INC SEE PL/�N #5x� 24'"9 �LTERNATE _ SEE PLAN 3003 LARIMER STREET C� o DENVER,CO 80205 HO0�(��RE�T��N �_ t:303.292.3388 f:303.292.3113 . �e __ CIVIL ALPINE ENGINEERING INC ENGINEER 34510 U.S:6 UNIT A9 ' EDWARDS,CO 81632 �2�#SXC��T t:970.926.3373 f:970.926.3390 SURVEYOR PEAK LAND CONSU�LTING,INC. ' FOR/�DDNL PEDESTAL INFD SEE vai�,CO 8 6 DGE LOOP � $� 12 t:970.476.8644 S�O'I S�O6 STRUCTURAL MARTIN/MARTIN ENGINEER 12499 W.COLFAX AVE ''� v LAKEWOOD,CO 80215 ' t:303.431.6100 f:303.431.6$66 ' MEP BEAUDIN GANZE CONSULTING ' ENGINEER ENGINEERS,INC. ' 190 E.BEAVER CREEK SUITE 202 � �/� �p�/� AVON,CO 81620 �i4�� _ ��-o° Ti���Fi L � I� - ���T �c� s��L� ��� ��� �lVI� V 1/l-1LL t:970.949.6108 LANDSCAPE MARY HART DESIGN ARCHITECT POST OFFICE BOX 8528 TIMBER JAM�S � (4)#1 Q TEK SCREWS @ 4° BRECKENRIDGE,CO 80424 $c G�RT @ S�� t:970.389.3583 JAMBS PER 2 - (2)800S162-54xCONT& 5541 � (2)800T150-54xCONT � � 6005162-43& CONNECTION BY 600T125-43xCC1NT WINDOW SUPPLIER FOR DETAILS NOT — NOTED, SEE �a STOOP TO EXTEND F�L TOW � VVIDTI� 4F OPENING � � SEE ARCH � � � � S305 � � � � (� L� v ' i i � � —r—�—,- 600S137-33 a�.? 16'"�� ----------- . � � � �. � r— ' ' � 00 #4 DOWELS @ 12", EC ; ; r '� � � i i ' i i 5/8° � W � � - PAVERS SEE CIVIL � � 600T125-43xC�NT -------..� ( i i -�°yp ' � �' 1 � ' i i , � � V � i i � _ � � i - - - - - - - - - - - - - - - .. . -4- -roc ' , -roc Q W � �, . o . �� -:��� AS REQD FOR PAVER I I � I - I I I ( = I I I I� _ = SEE PLAN � .� � ��— _ � — — � . e � � �' I — I I I ( = C I ( ( • • T°c #5 HORIZ @ 12�� ; LLI � SEE PLA 12 � o � O . . � #4xCONT 12° 11 #5 DO W E L S 12° ' S� d/J � � P EA WAY, E � • $� -� � �,J ; I..l.� �a` � 4'-0" o � #5 a�12° — � � �' T�F � (3)#5xCONT SEE PL.AN 0 , � . . r No sca�E �TOC} L i/�T �ia s���� 1"Y FRI�N � LT�GA FRAMINC� SILL 1'-6„ z � _ � cs; '�'� - _ _ � � � � 4 ADDENDUM#2 03.02.2011 � � a � U � ISS.# DESCRIPTION DATE � M ARCHITECT'S PROJECT N0.: 21064.04 � z 1'-p" (2)#4 BOT J � �W �— m O O N � h �,�V„�n E � — — �s #��'�� � `:,�€ ��"�a � ��12�� _ �� � � �=�.m�„ � �`� �t ^ `�''���b�� W � �� �s'��'���� �.�,�.� 1 �.,wN`� � �d.?" : W U3 h � a �12,� � �,�g�.�����.��.no��.����� >v��: ���m. ,� � �`'�-- (2) �OT ��p���� m�nF .Wxia� � w.�._�uil__- � C� � C� � � � z � 1 a 6" �r oo� ,� _ R � � ���� ��: �g re � �. � ��" ����� �__.�:�����_: � ��1� 0 o n� ��n .,.v� x .. _ .�M_ -�z___ � ��,� ,.� � �.�_� � NOTES° � �V� �� �l�IL ` m 1. SEE ARCHITE�TURP,L DR�WINGS FOR ADDITI�NAL INFORMATION �," � � 2. REBAR IN STAARS EXPOSED TO UVEATHER SHALL BE EPDXY GOATED KEY P�A w v � � �n � u-i �:% o ¢ >- .� � F `,` DATI g �; ETAILS . �ri � � W � � � � c, u- u'` � � � Z . Ty � Q � � a �* `�`�m� i--� 4 � ,� _ � � � � �vo sc�L� T� �C� �Tea►1F� ��RIT'EF�ICIR} � �o � � aw � y . . . . � . . � . � . . . . .� .. . � � � � . � . . � . . . � � � . . ���. . . . . . . . . � � . . . . . . � . . . . . . ��. . �J ✓\. � . . . . . . . . . . . . . . . . . . . . . �- w Q � 8" DEEP BOND BEANI Q~���, � ,; .� o °3 ���` W/(2)#5xCONT �Q,Q /� C� /d�� � � � � SEE LANDSCAPE DRAWINGS � �QDa��b� 4�4�D���� "�/O@6�� v � � � �� ,,�Q ' i.n CS�e'�'~`� C�.c�a� co FOR�OCATION AND � � �o � N � DIMENSIONS NOT SHOWN � '� - -- 8" CMU W/#5@24"OG, m d �953'1 �� ^m .Q � -� , ' ' � GROUT SOLID �o g(�� � � �,f O W o -..- � � ' = � � � � = � � � � �„ 3,, � p�''`�`�r`�;�°ose�•a�°��,�' � �a� � °� -. — - - , MAXIMUB��LL�INA�LE SL�PE= 1012 � �° ' ` �- G DE�fA I S, S CI�fIL ----._.._.`,\� . � ____.-------- VERT @ 12°°OC ' 04.11.2011 • VERT WALL REINF co ri ht 2011 � � ' • • , �—= PY 9 W � � HORIZ WALL REINF, - - - #4 HORIZ @ 12"OC, E/�FACE �240 ArCI'llt�'Ctl.lf� I Cl�. L e . TERMINATE 50% - - °' I I I I � I I I I = I ( I I #5 HORIZ @ 12" AT CONTROL JOWT • • OWNER TOWN OF VAIL � � AND AS SHOWN � C B�(as DEPARTMENT OF PUBLIC WORKB :-: 1309 ELKHORN DRIVE U � � �—� ( (— VAIL,C081632 ' � � � � — — - t:970.479.2158 #5 DOWELS @ 'I Z° � �g``�.���,q.ye ti���*F:r;`Y';z�;*"^„g � � ARGHITECT 4240 ARCHITEGTURE INC � -�:�_a;.�-:�,:4, = c•� : ., � 7 3003 LARIMER STREET � � � REVEAL, SEE ARCH DU�GS & ;�,�;t�q�;;ry._,�q;,�;',�;:.�:;�y 4:"''�; /�T C�NTRC�L JOINTS D 303.292 3 8802o f:303.292.3113 � SPECS, CONTINUE OVER ,;,` , ; � }r t<;-;•,.=:;; 5319 ¢ a ., � ,,, l �'�' � CIVIL ALPINE ENGINEERING INC " <T"_4i ' ,�. �'. ?"•_ .; . '� T���� •;,`•:. �,;�;�;F; '�. '�;�,`:. �.;;': $ ENGINEER 34510U.S.6UNITA9 Q ��_3�� ��_3�� .r'`,o:c+ `..,`=t'''.,`�Fr t, p O EDWARDS,CO 81632 � •J���w����.. M . . #5 @ 12° EA WAY �ACKFILL �EHIND UVALL, SEE '� �.;��:;,`;�;_ ;.} i' " ,:•; �319 �T C�NSTRUCTfON JOINTS t:s7o.s2s.33�s f:s7o.s2s.ssso ' � EARTHV�/�RK SPEC ' . �'+,. ` � . . . . . s�°•�i� •,'i`f�t e.'t�t"�1 4'.L� � . .. SURVEYOR PEAK LAND CONSULTING,ING. _ 1000 LIONSRIDGE LOOP o NOTE3: `; `'� ;'+ :{=- �: ,�;.'; ' ,,_-.,� I,� •., . , � VAIL,C081675 �'�� ''''-''.Y'h ' . -------' 2"�WEEPS @ 10�°� �C ���� t:970.476.8644 �e._�.,�..r ��t 7 n;•. •°°'G: � 1. PROVIDE CONTROL,OINTS 20'-0" OC MAX. SEE ARCH FOR ACTUAL L�CATIONS 1'-6 WIDE�MIN� F�EE '•�`= ��"r.';�''�•}�:�:"��' WITH GALV SCREEN �EHIND, STRUCTURAL MARTIN 1MARTIN . . . o . . . . -t-.,•cYS;;;-':'* ' �'' •ti'=' `�-?;s ENGINEER 12499 W.COLFAX AVE DRP�ININC� GR��lEL SEE CIVIL <•°•• � -. `�--.•,�; . •. SEE ARCH FOR LOCATIONS � .. . . � � � . 9 . . � t•����,f�y'!,`^-I�' •4 . . . . �. :;;• -, �.-,,,:�,='•:. _ LAKEWOOD,C080215 , .,,-�..;�.? _.:'•��,; – –__ "_^;.�:,l-,�;^.�.•.::„p .' t:303.431.6100 f:303.431.6866 a .=�:_ �. ..i ... . _ . [� '�`':i t;,'':=+-:'a',`•,zt =__ !�.'e 1 1/2"xB KEY MEP BEAUDIN GANZE CONSULTING . . . � . . � � •�- ''-4��;:Y��,:�� . �A Y � ,_�� �: ..�,y ENGINEER ENGINEERS,INC. a �ARS ''•;,;=.;:�'-'_�^-'��;•:- _ 190 E.BEAVER CREEK SUITE 202 :`-'=�-� ' '`-• `- AVON,CO 81620 � � � o � .. � . � � . . . . . . . . . S f •(-�'�;• ��y- _— _ . . NO SCALE LANDSCAPE SEAT DETAIL 7 �vo s�,�L� 7YP RETAINING WALL G�f�T L JT :R��':�. �`''� �~ ,-� ��`•,s :,• ;r:; � t:970.949.6108 bB�RS -�.. s,-a;,;;- , _,,..., _,:•: '• _;.._• _.� ,.� .. LANDSCAPE MARY HART DESIGN `"a,��°�-" t,�'-: —� ARCHITECT POST OFFICE BOX 8528 �' !`, :r`s,;:_:;;;'A}', � � � p_, � BRECKENRIDGE,CO$0424 . '.. `'� ',=,b;-'=t;:: cs'' � e� � d' W t:970.389.3583 T/CONC: VARiES, SEE PL�N � -;�:�..�.:�.�.:.• � t o � 8" DEEP BOND BEAM � � . . � . �, a W/(2)#5xCONT ;:� � � :: ::.: ; Q, � � — VENEER, 3., 3„ SEE ARCH — — — — - �' 8"CMU, ��;;• ' BEAR FC�C�TING �N �I I I I I I- -I I I—I I I- I I I I I� #4xCONT � � � � ; GROUT SOLID ' ; g P R E P A R E D A P P R�V E D � � (,� � ' �� �.� VERT WALL REINF --� SUBGRADE4 �EE c BARS, WHERE NQ d BARS LISTED, L � �` �� 5300 CONTINUE c BARS TO T/WALL :: , --- EARTHWORK SPEC � � e° , PAVERS, HORIZ WALL REINF, #4xCONT � � � 00 .,� , , =�-� �" SEECIVIL TERMINATEALL � _ — C B A I REINF AT � W � � ' � - - - - - - - - - - - - '' � ' - - - - - - - - - - :: :. � - CONSTRUCTIQN JT , , � � � � {� �. ` , TOC BOND BREAKER � (n „ �• . SEE PLAN � FULL WIDTH �F � � � TILE�/ER RET�4ININC� 1��4LL S�HEDULE � � �� � #5 HORIZ @ 12 OC, EF FORMED JT, SEE ARCH DWG'+ JOINT �. � &SPECS, CONTINUE OVER �5�0.3 N� tCEY ALL09�IA�LE SOIL PRESSJRE� 4000 PSF � � #5 DOWELS, EF T/WALL DIMENSIONS REINFORCEMENT � o � � . . H �! � C D a b c � � � � NOTES: ^ 1. PROVIDE CONSTRUGTION �OINTS 60'-0" OC MAX. SEE ARCH FOR ACTUAL LC�CATfONS UP TO 5'-0° 0'-�°e Q'-�°° 1'-8" 1'm0„ #5@�;" #5@12" #5 a�12° � � W ,� TOF 2. LOCATIQN �,ND QTL OF JOWTS SHALL BE APPROVED BY ARCHITECT AND ENGINEER 5'-1"TO 9'-0" 1°�6`° 0'-�°° 3'�0°' 1'-0° #5@1;° #5@8" #5@8° W � � �� • � O #5@12 OC SEE PLAN PRIC?R TO CONSTRUCTING F4RMS OR PLACWG CONCRETE AND SHALL �E SH�VUN ON 9'-1"T011'-Q" 2°�6°° 0��10"° 3°-�° 1'�6" #6 a�71:" #6 a�8" #6@8° � � = THE SHC}P DRAWINGS � � � (3)#5xCONT � � . � � � � F . . � . . . .. NOTES: 1. 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' � 1i4 � DFS) @ 24"OC ' ' .-°- .� �EE PL�N .4:..; =°.; ....- - - .-. �� ` - SEE PLAN ' 04.11.2011 ' � x ' 114 2° � � '� � � � � ¢ " ' .�°� . � , '.,�, -� `.a �pYright 2011 �L � TOPC - � � EMBED PL BY , , ; ; . STONE VENEER, ----� . . � ' SEE ARCH , � � � : � -- . . . . 4240 Arch itectu re I nc. `�' TOPPING PRECASTER (QFS) - ��g � �; SEE PLAN , _ .�° a �. a - °-. ° �, , , � _ , . , � �. �4° - . a.� - . . SLAB @ 48"OC MAX ' � SEE AFdCH .�.Q°° � � �a 4 < • d a N _ - . ,�:�"a' _ _ 4.' � = � � " a a� OWNER TOWN OF VAIL v, . . : TOPC � � _ _ - �, � . �.- � BRACE BY PRECASTER � , 4. a � � _ , , . . , � DEPARTMENT OF PUBLIC WORKS .--; - - SEE P�N a �� -� , a, � � � "' ' � � , d e '� �DFS�AS REQD 1309 ELKHORN DRIVE U - a ,' - - - �- , -. . _ , � . , . -� � � • ` - - " - � - - •- - .- - .Q.�a . ° < ' ' �� , VAIL,CO 81632 ;, n - . ` �. • � ' . ' � - - � . •_: ",, y � .� . - ` - - ,` . • ; ; : ° :- -� TC}S __ tr .s- ;� - - — - - — - - t:970.479.2158 , , _ _ , _ _ , , , - b , �a, -�--� g ARCHITECT 4240 ARCHITECTURE ING , - .- - '_ . � . _ • : • ��� a - '�" SEE AR�H � - .. � • . - ' - - • .. • - , - - 4 Q _ 3003 LARIMER STREET .a a. __��,�-� . � ; ; �� 'Qa ; � �� 6 e � ° � d CEILING, SEE ARCH D303.292.3 88020 f:303.292.3113 STONE VENEER, - PRECAST WALL, e - � {� a CIVIL ALPINE ENGINEERING INC SEE ARCH � -a-� �_ SEE ELEVATIONS BY ; • TaS 4. q- ' . , � BR/�CE BY ENGINEER sas�o u.s.s uNiTas ..� .� _ . ,-. • - PREC,4ST SEE ARCH ` - � -- � PRECA�TER • :. PLI�NKS PER : 4� �4 PRECASTER (DFS) e e EowAR�s,co s ss2 , -fl , _ � t:970.926.3373 f:970.926.3390 , - - �DFS� _ , - PLAN � " '� SURVEYOR PEAK LAND GONSULTING,INC. - - -- � PRECAST BEAM 1000 LIONSRIDGE LOOP ��4� VAIL,CO 81675 FOR DE51GN —'"�/ PF�ECAST 9 t:s�o.4�s.$s4a FORCES, SHEARUVALL S342 � .,� STRUCTURAL MARTIN/MARTIN SEE �� Slrp �� ���D�.7w�a10 ENGINEER 12499W.COLFAXAVE LAKEWOOD,CO 80215 S�$Q ' t:303.431.6100 f:303.431.6866 3 4 �" 3 fNEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS,INC. 910 E.BEAVER CREEK SUlTE 202 10 � �i� - � o �HEARWALL OFFSET - �RI� 2a10� L 3i4 - � o PG SP� L - ELE� L���Y � 3/4 � 1 a �� E�� — Li/ L 2 A9�70.949.61080 3/4° _ ��-o° PC WALL - STAI RS '� _ '_ �� , ,� - �_ �� ,� - �� °' ' LANDSCAPE MARY HART DESIGN „ Pw- 50p1f 2 362T9 50-54xCONT ARCHiTECT PosT oFFicE Box ss2a � � BRECKENRIDGE,CO 80424 HANDRAIL (DFS) 2 � - 1�4 3_�2 TOC �a &362S162-54xCONT. t:s�o.sss.35as SEE ARCH 1/4 3-12 TYP - - - - C4PING CONN BY Pd = 20pif ; ; � --- P�ECP,ST SPANL'�EL 5541 TOW L3x3x1/4xCONT Ps=300p1f � ° �� PANEL, SEE PLAh TOC ����4p� � � � PRECASTER T�� � ,. -�-- @ �— .. . � � TSN VERTICLIP SLB362 SEE ELEV a��;�� �� - �=<a ; 1.00 DECK =� � � SEE ELEV ' ' � � � a � � ; ; � �`� : , � W/(2)SCREWS TO STUD -, -.a;- PRECAST SPANDREL ., = . � �-"�-� = . , , ; ; ° : �- : � PANEL, SEE PLAN PRECAST � . � -. ---------------- °a -, < ` TOS �n a`� �� � " � SHEARWALL ' °'. :� � V�RIES ` , , --�a. .� . I 4 - `.- � ; _.--------- 362S162-54 @ 16"OC I - (SPANS �ETWEEN _ -_ a.� , , - ENIBED BY PRECASTER � � °�: `� �. � i Q i 2 -4 � , , �ga=, �a WALL� FOR ..�<� � � _ ` 9 � � �� a .= � 362T1 5 3xCONT � � Q� � a � (DFS) @ 16 oc , � P� U � � � � . . GRAVITY} - . . �._ � � -, � g .� ' ' CHQRD REINF �„ � � C� . . 9, . . , i .� a a : °_° e= 12 , , a: � � . , _ � EMBED PL �Y -_`/ "� �- ° - _ ;- � ��e� 7 -. °a i ' SEE PLAN � � r ' .<_ PRECASTER DFS a` °<� � � �� "_, TOS , , - � � '� � �a9�4 , . � � � C"� (X� , - � � a _ � ) . ��- _ V�RIES i"OPC ` ' ° . _ _ _ �' � TOPC � � - - TOPC � � . @ 48"oc . � n = - SEE PLAN . � _ .a� _ . - ea- , , - � _ �QG� SEE PLAN _ �a 9 - °" SEE PLAN � W � � :.;;d n �� :'8= _p a-; , , , . : � � ' � ,� � . . � . . � 4 . , � U °' � ,Qa - 4 , _ .. . � 5621 - ' �� � . . :.� � . . . . ; , ° . . -d. °�i. . • , � . -,�4 � . - a- - . - �-a n � � . � PRECAST SPANDREL e Q 4 - , _ T(3PP LAB . e � . , , - . � � � , a. ING S a_ ' �b PANEL, SEE PLAN " p O � , , , " . I ' . . � � q. . � � i . . . , � e. � . . ; ; �; b � � - - . - � a.a � `a F�R DESIGN .. � . . � . _ °� � . � ° .� � � -� �a � " F�f�GES, ,� °, .ad.:� � , e � � BRACE �Y L.L� � .. : . e _ . a ,_ _.� - � ` � Sim TC?S � - � ° , , ; e � . � � o � � , e.,a a. - . �.Q � " . a , �-a.= -aa ; a _ _ . a a _ _ � a� SEE �-- � b. � ; � . , - ; .,a, �� PRECASTER(DFS) , , - .. -- � �° � . : Q- � , � - . a..° � :. � 4 - 5380 SEEARCH 4., _ ; �RACE �Y .. - - - - - - - - - - - - P� (,� ; ; ° ,�a. � - � ° . . - . ° '° - - .�-�° a.� - -�—° � ���%E Qe �a ° PRECASTER(DFS) ' ' `aa. � � d/J � � ., . � � STONE VENEER, ; ; d-a-a � . � I TOS � .e . Q , a-`a � � SEE ARCH " ± ��� �° SEE ARCH ' . °- �- CEILING, SEE ARCH W L(' � -d. O e' . . � I B . . , d4 � . 4 . . . � � � � . . a- . 8 �,b , , . a � � .�.. . � � . � . � ;'Q Q; ' � . . a-Q � � . . . o � . . - � � . . . . . . � _. � PRECP,ST g SHEARi�ALL S342 � � -.._., 7 3 3 S342 � 11 s14�� _ ��-o° PG WALL - SPLIT SLA� 4 3i4° _ �°-o° SHEARWALL OFFSET - �RI� 2e 11 3/4�� = ��-o�� P� �P� L � ��LI°T �LA� �i4�� � 1�_0°° P� ���N�REL - L�/L 3 CONTINUES @ SIM 7" TOW SEE ELEV � . Pd=�40# - `- PRECAST WAL.L PANEL � , .m. I ° : ,� �.�� CONNE�T6�N �Y � ' J 1�I�S�F��IY i 7 B.D.RESPONSES O4.112011 ` • g :' Zn ����a SUPPLIER�DFS} L8x8x1/2xCQNT 4 ADDENDUM#2 03A22011 � a 3 ADDENDUM#1 02.182011 � , °.- °° , , ° -�9� �, TOPPING f�1SUL�1'!�N STOREFRONT �QFS�, 1/4 2 CONSTRUCTION 02.OA2011 � ' .° Q ..-. �� ISS.# QESCRIPTlON DATE �r �. , . SLAB SEE ARCH D1NGS 1/4 � , , N °-,a° -° ' ' ' TOPPING SLA� ARCHITECT'S PROJECT N0.: 21064.04 �' P _ . . . TOPC _ Pw=1400# � TOPC w � = m Q � i � a b . a . . . . . oN , , =;..° _ - �- - � SEE PLAN -� �, �. . ° . � � � � . � ,- - � . ��- - ,_ _ � . �Qa . �d "e4° d ,_ a d , Q. . . . . U � - - - � � a - . • - • , SEE PLAN w � ; � Q a .. - _ - „ • ,•- . . w , VERTI��L SLIP „� � , , ;-° a �`� ;�`-e N�N-SHRI�lK COSTO(�E RC?NT SOLID PRECAST C� C�� � � 0�' r� � a- ' - °� � �f��UT PLANK, SEE PLAN � c� , � : � � SUPPLIER(DFS� w ¢ I .a,�_ :aa. -�_°. ` ENIBED PL BY ��� :1. �' ��`�� ` � � � PREC�4ST PRECASTER(DFS) ° ° STONEVENEER, a .-.-a,. �o `�' � �F �`�IL J SEE ARCH , , -Q° o.. � _°�� _ �EAM .. � { .,`m,`: . 4 �F�� , �.��� ������ @ 48 OC w� , , "'- - ; =Q=e:" , ��� � � � > �r� � � m � � � , , � ' � � � � . . . . � �' '"� *��5� � � ' a�,+n d,,, `�-J'�,��� , � .. � a� - : °, Px¢ ,.,. � : � ���,� KEY PLA � � � � ° ;�o k`�� ��A����� r�a, �r'.. , . . .� . � — .. -. . ° � . � �-- W �4x � � _ ,= �m � � F�.��� .a,.,�...µ_,w>., . ��.. =�:a ._��.�_:_��:�<.m.r�. + o Q �- , � ° RECAST ='�TAILS � � _ � ��: . v W . . , v''� � w � � � � � � �'w � � '� � IL �.��,�� ��k, .�,��,_m, >�� s. ���.��.,,�_�,.- �-;� � it � � Q �?J W � smv :S � � 4 ' `� L L ; � � . . � 12 3/4�� _ ��-o° F'C V!/�LL — R�OF ��4�� _ ��-o�� PC S�fAI�S - SLA�/�Ee� � f� 3���° � ��W��� L!� PLA�IK — �TOREFRONT � � o ° � � � a _ _� � ; � . . � . . . . . , . . . . . . . . . . . � �.. � . . , . . . . . . . . . ,. �I. ��-.. � '^ . . . � . .. . . . . . . � VJ � � � . � . . . . . . . . . . . . � � � . . . � � � . . . � . .. . . . . ��'"`;^� W Q `' vi � � � � q0 ��.��s a c� � ���°�°�E�;�o��.�'�,, uiz �, m N � � � � C.��'e��C' �9,�,°� c.> � � a� .�r,o �° N � 2�� RIGID INSULATION , . _ _ . „ . . . mca �'� °' '_'m W/SNOWMELT BY a �7:a� .,-a� - - . Q ,=°. .. , .a d - a-;� ��� �953°� �o� � � TOPPING SLAB � . o a p , �4e - e ., . ,_ � �, a ��., W o W/SNOWMELT OTHERS) a�� . . ., a. _a. e .- �, , �a a ' A � � - - . m (2)#4xCONT ES ��'{`��;°0�aa�m��@���� Q v (BY OTHERS). EMBED PL �Y °° . `.a, _ - ��-d�" . 4n �99 jQN �'` � � SEE ARCH PRECASTER (DFS) � � � , � n � ° �;°.�. ' 0 � �� � DAP AS REQD ----���--�- #4x6'-0" @ 12"OC � � °°a - _ _ _ : ' 04.11.2011 � � > #4 DOWELS a�12�� _ - °�p < ; � ` �. . i � � �'-. coRYright 2011 v� �, : d °� , _ , . �-. - - i - . � � - TOOLED JOINT U � , a • - --- , aa.' - I d a - •L '°v , • -°' I � . � : 8.� :�� - . . a°-. � . � 4� 4240 Architecture Inc. . � Qq v � � �:���-° � �� .: - - = � ; . a �� _ . . _ .� - a . Q�� . ,. . - ° .� ,'� 9, . . .n � .. � �_ . . a - - ", a _ . � -<:� . , �: a . -_^, <. � , OWNER TOWN OF VAIL ' � � .� . . , °.< ° a.- . ' . � B�� - � ' - � , _ _ DEPARTMENT OF PUBLIC WORKS ' � �,^' � . , ' ,d. - , a :. . . � a , , - � . � ' a � �. � - ' � e � a< „ — � 4� 1309 ELKHORN DRIVE U a . . - .e a . . 4 � .. . . _ '--.a , "_ 1 SEE PLRN _ 5341 , °- - a'• �'a� °�"° 4. VAIL,CO 81632 .. a'� ' , -� � - a , a:- -. � .. . �. e o . . ; a � - . a. `Q - . _ . - . � ,-p' ,a , ' Qa,. a . " . . � ° 9 , o- ad.a- � - " a . . . . " ,4 n ' _ _ - _ -' . � .- „ . . a . e . , . : a ,�: - _ . ," _ - � _ t:970.479.2158 . °� ��. ; � . . - . � . .. - - - �,'L °.°` ��,,°9 �° :,° :��Q � °- . =g. PL 318x4x0"-�1N/(2)3/4"Qb - ��Q ` � �� ° � '�-�� d'- a. �°: DT WIDTH REDUCED ARCHITECT 4240 ARCHITECTURE INC ° a° .a- - ' ° ` � ` ' - �- ' . - , a:° � Q . . . b 3003 LARIMER STREET � ` , -•p • , d°' ` � ' . , . . . . � - • . . . � . . � � � � � �p� � �a g°-� - � � °- °� � °� � PL =6k BOLTS 1N HORIZ SH�RT - -� - <=,; . . . � THIS SIDE DENVER,co sozo5 a . . . - "a - ' � ., b ..a -° .. . d „ � _ , °a ° . ' ' �� ° P�°a ` SLOTTED H(�LES " . - � ° t:303.292.3388 f:303.292.3113 _ _ a� . . " . �'' ' - . :d„ ° ' `d � ,73'" . . -� . . ° - < � ° . � , .°- - . � &." ° � . " . ° `° CIVIL ALPINE ENGINEERING ING � � � - ENGINEER 34510 U.S.6 UNIT,49 . .ad . " a ' .� • - . . . � ' . ' . . . � � - ,' , - , ' . — 4 _ r ` ' . . . . � . . � e , ^ . - ° ' °°. , e�-�a�� ' 3° EDWARDS,C0 81632 - - ' � � - ° � QPF�B�E GATE t:970.926.3373 f:970.926.3390 . °a°,�-a ',° a o , "°° SUPPORT @ LVL Z. CONN SURVEYOR PEAK L,4ND CONSULTING,INC. ° BY GATE SUPPLIER. �000 uoNSRi�cE�ooP VAIL,CO 81675 COORD EMBED REQTS. t:970.476.$644 STRUCTURAL MARTIN/MARTIN ENGINEER 12499 W.COLFAX AVE ! LAKEWOOD,CO 80215 t:303.431.6100 f:303.431.6866 4 4 MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS,INC. 11Q E.BEAVER CREEK SUlTE 202 AVON,CO 81620 1 o NO SCALE UPPER LANDING TRANSITION 7 � �i��� _ �'-o° 'G - ELEV HCJIST �E/�fVl 3i4° = ��-o° F'� i/V�LL � �ITI N '� �i�" - 1�0a�@ (� E�I� - �F�I� 2.2 t:9�o.94g.6�o8 LANDSCAPE MARY HART DESIGN ' ARGHITECT POST OFFICE BOX 8528 ' BRECKENRIDGE,CO$d424 �.� t:970.389.3583 SEE PL�N PRECAST UVALL PANEL FOR DETAILS NOT _ - a.-,m .�— 8'" NOTED, SEE 3 °..: . �Q . °�� - � � � Pd�130plf ' � S342 _ . . -, . � ._ _ � � a� � �° ° 9: ', . � . , 2-SIDED FSD'S AT �,�d.� �. 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DRILL AND EP�XY INT(� �000�ioNSRio�E�ooP :;:.. �. VAIL,CO 81675 NEW C�NC COL --�`' EXISTIN� EXISTIN� CC}L W/HILTI RE . t:s�o.47s.$sa� C12X20.7 EACN SIDE OF 31� SP�NDREL BE�M 500�D 8'° MIN EM�ED� srRUCTURa� MARTIN i MARTIN NEW PC COL 2,� FIELD LC�CATE AND AV�ID ENGINEER 12499 W.GOLFAXAVE RETURN GALVANIZE P;LL EXP�SED GORNER AT SIM E:��STIN� HAUNCH E}CISTlN� R�INFORCING t�o3.a�sDOO�$�f 303.43�.ssss NEW PC COL THROUGH 1/4 STRUCTURAL S1"EEL MEP eEAU�ir�caNZe coNSU�rir�c EXISTING DT FLANGES T&B C�NDITION ENCiNEeR ENCtNEERS,iNC. , 110 E.BEAVER CREEK SUITE 202 �� _ � �� �� _ o o� t 9�70.949.6108 O � 3i4° _ ��-o�� (R1) C�L �F�AClfVC� � (E) GARAGE 3��g� _ ��-o�° LE\/EL 2 C�L GCaI�N � F- � � v2 - � -o IVE�/V � � �C)L ! ��L REIRIF 3i� - � �a TY� FRF� �HEAR REI�IFC�RCiNC� /V ' LANQSCAPE MARY HART DESIGN ARCHITECT POST OFFICE BOX 852$ BRECKENRIDGE,CQ 80424 � t:970.389.3583 . 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FIELD QUALITY CG�ITROL ��.'�°�.�'�P�L �j�'a°�'`�� � '.t� p U � � "�.cti� �° � � 1. SUMMARY 1. NIANUFACTURERSAND PRODUCTS 4A. INSPECTINC �� �� � � ,s °�95�� o � �°� �. (�INNER WILL ENGeGE AN INDEPENDENT TESTING AND INSPECTIC7N AtaEN�Y TC) PERFORM TESTING AND INSPECTI4NS SPECIFIED IN THIS -a�o g�� o Q 1A. SECTION INCLUDES: 1A. THE FOLL�WING MANUFACTURERS AND PR�DUCTS�RE C�N�IDERED TO MEET OR EXCEED THE REQUIREMENTS QF THIS SECTIDN. TESTING f�ID INSPECTION AGENCY SHALL CONTINU�USLY C?�SERVE ALI.ASPECTS �F ONSITE PREPARATION AND MATERIAL �r� �°�a �ma°�,�' (n - !f` awoaam° '�'� w �- a. INSTALLATION OF EXTERNALLY BONDED FIBER REINFQRCED POLYMER (FRP) REINFORCEMENT APPLIED BY TNE WET LAY-UP SPECIFICATION AND ARE ACCEPTABLE F�DR USE. APPLICATION INCLUQNG SURFACE PREPARATION, RESIN CC�MPONENT MIXING, APPLlGATIQN QF PRIMER, APPLICATION OF RESIN AND FIBER �s �,� o� TECHNIQUE TO CONCRETE MEMBERS. MBRACE�COMPOSITE STRENGTHENING SYSTEM SUPPLIED �Y��SF �UILDI(�G SYSTEMS, L�C; 889 VALLEY PARK DRIVE, SHAKOPE�9 SHEET, CURING OF C�MPOSITE, AND THE APPLICATION �F PROTECTIVE G�ATINGS. �Q� � � b. WORK INCLUDING: MN 55379; CUST4MER SERVICE (800}443a9517; TECHNIC��. ��RtlICE (�00}243-6739; U�M(W.BUILDINGSYSTEMS.BASF.COM. b. INSPECTION FOR�'41DS/DELAMINATIONS , � � -INSPECTION OF THE �TRUCTURAL MEMBERS SPECIFIED ON THE CONTRACT DRAWINGS TO BE REINFORCED WiTH FRP. -M�RACEO COMPOSITE STRENGTHENlRl4� SYSTEM VifITN �� '13C� iJNI�IREGI°IONAL CAR�ON FIBER FABRIC, MBRACE PRIMER, M�F�,4�E -AFTER ALLOWING AT LEAST 24 HOURS FOR INITIAL RESIf� �URE T��GCUR, PERFQRM A VISUAL AND NCOUSTIC TAP TEST INSPECTION 02.18.2011 � ; � � -F URNI SHIN G OF MATERIALS, LABOR, E QUIPMENT AND ALL ITEMS NECES SARY F OR REP A IR O F E X I S T I N G C C�N C I�E T E f�E M B ER S P U T T Y,A ND MBRA CE SATURANT OF THE LAYEREDSURFACE. copyright 2011 � t� AND STRENGTHENING BY THE APPLICATI(}N OF EXTERNALLY �ONDED FRP REINFORCEMENT AS SPECIFIED QN THE CONTRACT -VOIDS REQUIRIN� CORRECTIVE ACTION SHALL BE MARKED AND REPAIRED IN ACC�RDANCE WITH ITEM 3.05 OF THIS SECTI�N. LI.24O AC'CI11teCtU 1"E I C1C. � DRAWINGS AND SPEClFICATIONS. 2. MATERIALS � -COMPLETE COOPERATION AND COORDINATION WITH ALL OTHER TRADES IN EXECUTING THE W(�RK. 4B. BOND TESTING owNER TowN aFVai� � 2A. FRP COMPOSITE SYSTEM: ALL FRP GOMPOSITE SYSTEM� �(UST�E PROPRIETARY SYSTEMS CONSISTING OF ALL ASS�CIP�TED a. DIRECT TENSION fULL-OFF TESTING SHALL BE CONDUCTED PER ASTM D 4541 �R THE TEST METHOD DESCRIBED IN ACI 440.3R-04 SECTIO aEPaRTMENT oF PuB�ic woRKs "� 2. REFERENCES FIBER REINFORCEMENT AND P�LYMER A�HESiVES/RESINS. FRP�QMP��ITES CONSISTING OF FIBER REINFORCEMENT AN(� L.1. �sos E�KHORN�RivE � VAIL,CO 81632 POLYMERS PRC?VIDED BY M4RE THP,N ONE ��lNUF�CTURER ARE N�T ALLOWED. b. DIRECT TENSION fULL-OFF TESTS SHALL BE CONDUCTED UNDER THE F�LLQWING TEST CONDITIONS: t:s�o.a�s.2�5a 2A. AMERICAN CONCRETE INSTITUTE (ACI): -THE FRP SYSTE�SHALL BE ALLOWED TO CURE A MINIMUM C}F 72 HOURS �EF�F�E EXECUTION OF THE DIRECT TENSION PULL-OFF TEST aRCHirECT azao aRCHirECruRE iNc a. 440.2R-08 GUIDE FOR THE DESIGN AND CQNSTRUCTION OF EXTERNALLY BONDED FRP SYSTEMS FOR STRENGTHENING 2B. FIBER REINFORCEMENT: THE FRP C(�MPOSITE SYSTEM MUST UTILIZE CARBON FIBER REINFORCEMENT AS THE PRI�ARY FI�ER -THE LOCATIONS)F THE PULL-OFF TEST SHALL BE REPRESENTATIVE AND C}N FLAT SURFACES. IF POSSIBLE, PUL�-OFF TESTS SHALL BE 3oos�aRiMER sTREET CONCRETE STRUCTURES MATERIAL(PRIMARY STRUCTURAL C�MP�NENT). CONDUCTED 4N eREAS QF THE FRP SYSTEM SUBJECTED T� RELATIVE�.Y L�W STRESS DURING SERVICE. �ENVER,co 80205 b. 503R-93 USE OF EPDXY COMPOUNDS WITH CONCRETE c. TEST FREQUENCY t:3o3.292.s3ss f:303.292.3113 CIVIL ALPINE ENGINEERIiVG INC c. 546R-96 CONCRETE REPAIR GUIDE 2C. PROTECTIVE CQATINGS: THE FR� SYSTEM SNALL �E TOP C�ATED 1�11TH A PROTECTIVE COATING SUPPLIED AND APPR��tED �Y -PERFORM N MINIJIUM OF ONE DIRECT TENSION PULL-4FF TEST PER 5Q0 SQUARE FEET OF INSTALLED FRP (SURFACE AREA). R MINIMUM ENGINEER �a5�o u.s.s uNiTas THE FRP SYSTEM SUPPLIER. OF 3 TESTS ARE f'.EQUIRED IF TOTAL SURFACE AREA IS LES� THAN 15Q0 SQUARE FEET. EowaR�s,C0 81632 2B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): -PULL-OFF TESTSMUST BE PERFORMED ON EACH TYPE �F C�NCRETE �U�STRATE OR FOR EACH SURFACE PREPARATI�N TECHNIQUE t:s�o.s2s.3373 f:970.926.3390 a. D 3039-93 TEST METHOD FOR TENSILE PROPERTIES OF FIBER RESIN COMPOSITES EXECUTION USED IF VARIATIWS IN SUCH CONDITIONS EXI�T. suRVEYOR PEAK IAND CONSULTING,iNC. 1000 LIONSRIDGE LOOP b. D 4541-93 STANDARD TEST METHOD FOR PULL�OFF STRENGTH OF COATINGS USING P�RTABLE ADHESION TESTER d. CONDITIQNS OF ACCEPTANCE vai�,co s�s�5 1. EXAMINATION �THE FAILURE Ma)E MUST BE C�HESIVE FAILURE WITHIN THE C�NCRETE t:s7o.4�s.ssa� 2C. INTERNATIONAL CONCRETE REPAIR INSTITUTE(ICRI�: -THE TENSILE �4uD STRENGTH MUST BE IN EXCESS OF 200 PSI (1,4 MPA} srRUCTURa� �waRriN��naRriN a. #310.2-1997 SELEGTING AND SPECIFYING CONCRETE SURFACE PREPARATION FOR SEALERS, �OATINGS,AND P4LYMER 1A. EXAMINE EXISTING CONDITIONS T��SSE�S QUALITV�F C�NCRETE SU�ST(�AATE, IDENTIFY POTENTIAL OBSTRUCTl�NS,AN� e. REPAIR THE TESTED AREAS IN ACCORDANCE WITH SECTI�N 3,Q5 �F THIS SPECIFIC�TION. EN�iNEER 12499 W.COLFAXAVE OVERLAYS VERIFY DIMENSIONS/GEOMETRY SH�VUN �N DR,�WINGS. �aKEwoo�,co so2�5 t:303.431.6100 f:303.431.6866 b. #320.2R-2009 GUIDE FOR SELECTING AND SPECIFYING MATERIALS FOR REPAIRS OF CONCRETE �URFACES 4C. LABORATORY TBTING REQUIREMENTS FOR FIELD S�MPL.E PANELS: rwEP BEAU�iN caNZE coNSU�rwc 2. PREPARATION a. SAMPLES SHALL �TESTED AT RANDOM.TESTING OF SAMPLES SHALL �E PERFORMED IN ACCORDANGE WITH ASTM D3039. FIVE ENGINEER ENGINEERS,iNC. 3.SUBMITTALS COUPONS, 3/4"X 9", 9�iALL BE OBTAINED FROM EACH 4F THE 12"X12" SAMPLES. A MINIMUM OF FIVE G�UPONS SHALL BE TESTED. ��oE.BEavERCREEKSUiTE2o2 2A. ENVIRONMENTAL CONDITIONS b. THE TESTING REP)RTS SHALL PROVIDE F�S A MINIMUM RVER/��E VALUE� flF THE FOLLOWING: avo►v,co s�s2o t:970.949.6108 i 3A. PRODUCT WFQRMATION a. DO NOT INSTALL FRP WHEN THE ANIQIENT TEMPERATURE IS BELC}W 40 °F (5 °G) OR A�OVE 130 °F (55 °C). IN COLD C�N�ITI�NS, -ULTIMATE TENSIIE STRENGTH �ANOSCAPE MaRY HaRr�ESi�N � a. MANUFACTURER'S PRODUCT DATA SHEETS INDICATWG PHYSICAL, MECHANIGAL, AND CHEMICAL CHARACTERISTICS OF ALL AUXILIARY HEAT MAY BE APPLIED TQ RAI�E TFiE Af��lENT TEMPERt�TURE T4 A�UITABLE LEVEL. UTILIZE CLEAN HEAT S�JIJRCES F�R -TENSILE MODUL�S OF ELASTICITY �RCHiTECT PosTOFFicE aoxss28 NIATERIALS USED IN THE FRP SYSTEM. THIS PURPOSE (E.G., ELECTRIC OR PR�PP,NE)THAT D� N�T C0�ITAMINATE THE SUBSTRRTE WITH CARBONATION. -ULTIMATE ELQNGATION BRECKENRi��E,eo 8o�2a b. TENSILE PROPERTIES OF THE COMPOSITE MATERIAL AS DETERMINED BY TENSILE TESTING IN ACCORDANCE WITH ASTM D 3039. b. THE PRESENCE OF MOISTURE INHI�ITS�HE A�HESI�N CtF T�lE EPC�XIE�TO THE SU�STRATE. DO NOT �NSTALL FRP UVHEN c. C�NDITIONS OF ACCEPTANCE r:s�o.3s9.35ss :� ULTIMATE TENSILE STRENGTH AND RUPTURE STRAIN VALUES SHALL BE DETERMINED BY SUBTRACTING THREE (3} STANDARD SURFACE MOISTURE IS PRESENT ON THE �i��STRATE C�R V16HEN C�NDENSATION IS ANTICIPATED IN THE WORK AREAS. -THE MINIMUM A�F_RAGE VALUES FOR ULTIMATE TEN�ILE STRENGTH9 TENSILE MQDULUS OF ELASTICITY, AND ULTIMATE ELONGATION DEVIATIQNS FROM THE AVERAGE VALUES OF TWENTY(20) OR MORE TENSILE TESTS. �HALL MEET�R EXCEED THE DESIGN VALUES GIVEN IN THE MANUFACTUf�E�'� PRODUCT DATA. c. INSTALLATI�N INSTRUCTIONS, MAINTENANCE INSTRUCTIONS, AND GENERAL RECOMMENDATIONS REGAI�DING EACH MATERIAL TQ 2�. SITE CONDITIONS -TEST RESULTS S-IALL MEET THESE CONDITIQNS IN ORDER FC3R FRP REP�IR T� BE ACCEPTA�LE. BE US�D. MAINTAIN CONTROL OF CONCRETE GNIPS, DUST, AND DE�RiS IN EA�H�REA OF WQRK. CLEAN UP AND REMQVE SUCH MP�TERIAL AT ' THE COMPLETION OF EACH DAY. 4D. REPORT: THE IN)EPENDENT TESTING AND INSPEGTION At�ENGY SHALL SU�MIT A QUALITY CONTROL REPORT TO THE ENGINEER 36. APPLICATOR CERTIFICATE DEM�NSTRATING THEY ARE APPROVEQ BY THE MANUFACTURER TO INSTALL TH6S PRODUCT. DESCRIBING INSTALL�TION PROCESS,THE C�MPLETED INSTALL�lTION AND DETAILING THE TEST RESULTS. AS A MINIMUM, REPORT SHALL 3. INSTALLATION INCLUDE: � 4. QUALITY ASSURANCE a. DATE AND TIME Of INSTALLATION � � � I� 3A. FIELD SAMPLE PANELS b. AMBIENT TEMPERnTURE, RELATIVE HUMIDITY,AND GENERAL VI(EATHER��SERVATIONS � � C, � 4A. MANUFACTURER/SUPPLIER QUALIFICATIONS: a. CONTRAGTOR SHALL PREPARE TWQ MINIMUM TESTING �ANdPLES �N A SMOaTH, FLAT, LEVEL SURFACE COVERED WITH c. SURFACE TEMPEf�TURE OF CONCRETE L � a. THE MANUFACTURER i SUPPLIER MUST SPECIALIZE IN THE MANUFACTURING OF THE PRODUCTS SPECIFIED IN THIS SE�TiON WfTH POLYETHYLENE SHEETING, OR 16 MIL PLASTIC F�LM, PRIME 1nlITN EP��CY`SATURANT. SAMPLES SHALL BE 12"X 12"AND MADE VUITH d. SURFAGE DRYNE� PER ACI 503.4 � � � D4CUMENTED EXPERIENCE. TWO LAYERS OF SATURATED FA�RIC C}RIENTED IN TH� S,4ME DIRECTdc�N. SAMPLES SHALL BE STORED IN A SAMPLE B4��,ND N�T e. SURFACE PREPARaTI�N METHODS AND RESULTING PR�FILE USING I�RI�SURF�GE-PROFILE-CHIPS Q � � b. THE MANUFACTURER/SUPPLIER MUST SUPPC?RT A TRAINING PROGRAM TO INSTRUCT APPLICATORS IN THE INSTALLATION OF THE MOVED FOR A MINIMUM 48 HOURS AFTER �ASTI�iG. THE PREPARED, IDENTIFIED SAMPLES SHALL BE GIVEN TO THE PRE-P,PPf�QVEQ f. QUALITATIV� DES(RIPTION 4F SURFACE CLEANLINESS � � PRODUCTS SPECIFIED IN THIS SECTION. QWNER'S TESTING LA�4RATORY. LA�ORATt�R�` SHALL PREC�NDITI�N SA�MPLE� FpR 48 H�URS AT 140 DEGREES F BEF�}RE g. FIBER OR PROCUFED LAMINATE BATCH NUMBER(S)AND APPROXIMAT� �.(�CATION IN STRUCTURE � � � � ° TESTING. tt. �ATCH NUMBERS,UIIXTURE RATIOS, MIXING TIMES, AND C�U�4LITAiIVE DE�CRIPTION� OF THE APPEARANGE OF ALL MIXED RESINS, � � � 0 fi� 4 B. A P P L I C A T O R Q U A L I F I C A T I O N S: I N C L U D I N G P R I M E R S P U T T I E S, S A T U R A N T S, A D H E S I V E S, A N D C Q�T I N G S M I X E D F�R T H E D A Y � � a. RPPLICATOR MUST �E APPROVED BY THE MAN�FACTURER I SUPPLIER. 3�. CONCRETE REPAIR i. C}�SERVATI�NS OFPROGRESS 4F CURE OF RESINS 0 � � b. APPLICATOR SHALL HAVE A MINIMUM aF TWO YEARS EXPERIENCE IN PERFORMING COMPOSITE RETROFITS WITH W�T LAY-UP a. UNSOUND AREAS OF THE CONCRETE SU�ST�ATE �SUCH P,S �ROKEN PIECES, DELAMINATED AREAS, ETC. MUST �E f�EM�VED TC� '. CONFORMA�ICE WfH INSTALLATION PROCEDURES � > � Q � .c� � SYSTEMS. REVEAL SOUND MATERIAL. IF PRE�ENTP MATERIALS�1lITN Lt�W C�NIPRE�SIVE STRENGTH AND ELASTIC MODULUS, LIKE PLASTER, k. FRP PR(�PERTIES �ROM TESTS OF FIELD SAMPLE PANEL� - � � c. A FIELD REPRESENTATIVE WHO HAS COMPLETED A COURSE OF INSTRUCTION (SUPP(JRTED BY THE MANUFACTURER/SUPPLIER) IN SHALL BE REMOVED FRUM THE SUBSTRATE. I. B�ND TESTING RESULTS AND FAILURE MODE � THE INSTALLATION OF THE PRODUCTS SPECIFIED IN THIS SECTION MUST BE PRESENT ON SITEDURING INSTALLATI�N �F THE FRP b. IF CORROSION OF THE EXISTING STEEL REI�IF�RCEf�ENT EXIST�, TNE STEEL RND CONCRETE MUST BE REPAIRED �EF�RE m. LOCATION AND SI'.E OF ANY DELAMINNTIONS OR AIR V(�IDS O � O SYSTEM. INSTALLATION OF THE FRP. ANY DETERI�f2l�TE�CC3NC��TE (�R C�RRCDDING REINF4RCING STEEL MUST BE REPAIRED PEf� IC�I n. GENERAL PROGRESS OF WORK � � P� � GUIDELINE#310.1 R. DO NOT COVER CQRR�DIN(� REiNF�RCING STEEC WITH FRP. v 1 � � ., 4C. TESTWG AGENCY QUALIFICATIONS: c. VOIDS IN THE CONCRETE SUBSTR6�TE MUST �E FILLED. LAR�E VOIDS (GREATER THAN 0.50 IN(5qQ MM) IN DEPTH}, IN�LUDlN� 5. REPAIR OF DHMACED OR DEFECTIVE AREAS ''�e ' � � TESTING AGENCY SHALL SUBMIT EVIDENCE OF HAVING PERFORMED INSPECTION AND TESTING OF FRP IN�TALLATI�NS ON A RECESSES IN FACE OF CONCRETE BEAMS, SNALL �E FILLED UUITN CEMENTITI�U� REPAIR MATERIAL PER ITEM 2.01 IN THI5 �ECTI�N. � 6.1_! L� � MINIMUM OF (5) REPAIRS OF SINIILAR TYPE AND SIZE. PATCHING SHALL �E COMPLETED IN STRIGT C(JMPLIANCE UVITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 5A. REPAIR 4F DELA�INATED AREAS OF INSTALLED FRP REINF�RCEMENT o � � d. CRACKS IN THE CONCRETE SUBSTRP,TE MUST�E PRESSURE INJE�TEQ WITH EPDXY PER ITEM 2.01 IN THIS SECTION, a. SMALL UELAMINAIONS LESS THAN 2 IN2 EACH (1300 MM2} D� NOT REQUIRE C�RREGTIVE ACTION, AS LONG AS THE TOTAL DE�AMINATED - � C� � 5. DELIVERY, STORAGE, AND HANDLING AREA IS LESS THAN �% OF THE TOTAL LAMINATE AREA AND TNERE ARE N� MORE THAN 1 Q SUCH DELAMINATIONS PER 10 FT2 (1 M2}. � 3C. SURFACE PREPARATION b. �.ARGE D�LAMINA�IONS, GREATER THAN 25 IN.2 (16,OOQ MM2} SHALL�E REPAIRED BY SELEGTIVELY CUTTING AWAY THE AFFEGTED SHEET, 5A. DELIVERY: THE PRODUCTS SHALL BE DELIVERED AND ST�RED IN ORIGINAL, UNOPENED CONTAINERS. CONTAINERS MU�T BE a. PRIOR TO INITIATING SURFACE PREPARAT6�N PR�GEDURES, THE C�NTRACT�R SHALL FIRST PREPARE A REPRESENTATI�E REAPPLYING PRIMERAND PUTTY LAYERS,AND APPLYING AN OVERLAPPING FRP PATCH OF EQUIVALENT PLIES AND FIBER ORIENTATIONS. CLEARLY MARKED WITH LEGIBLE AND INTACT LABELS LISTING THE MANUFACTURER'S NAME, BRAND NAME, PR�DUCT IDERITIFIC/�TI�N SAMPLE AREA. THE SAMPLE AREA SHALL�E PREP�,RED IN ACG�RDANCE WITH THE REQUIREMENTS OF THIS SPECIFIC�TI�N, AND SUBMIT PROPOSED I�PAIR PROCEDURE FOR ACCEPTANGE PRIDR T(� PERFC7RMING REPAIR. AND BATCH NUMBER. SHALLBE USED AS/�REFERENCE �TANDAi�D DEPICTIN(a A SATI�FAGTORILY PREPARED SUBSTRATE. c. MQDERATE DELAMNATIONS LESS THAN 25 IN.2 (16,Q00 fVlf1�2} NIAY�E REPAIRED �Y FILLING THE DELAMINATION BY LOW-PRESSURE b. UNEVEN CQNCRETE SURFACE IRREGULARiTIES (�FFSETS} �IUST E3E GROUND AND SMOOTHED TO LESS THAN 0.04 IN (1 MM}: INJECTION (}F THE S�,TURANT OR BY THE PREVIOUS PRQGEDURE SPECIFIED F�R LARGE DELAMINATIONS. 5B. STORAGE: c. WHEN FIBER REINF�RCEMENT fS RUN ARC3UND (�UTSIDE CORNERS OR EDGES, THESE CORNERS MUST BE ROUNDED T�A�ADIUS _ a. STORED FIBER REINFORCEMENT AND EPDXIES MUST BE PR4TECTED FROM DUST, MOIS7URE, AND CHEMICAL �XPOSURE. OF NO LESS�'HAN 0.5 IN (15 MM). APPLiC�TION �F Fi�ER REINFC�RCEMENT AROUND INSIDE CORNERS SHALL BE AVOIDED. N� 5�. REPAIR PROCED�IRES FOR CONDITIONS THAT ARE NOT SPECIFICALLI'ADDRESSED IN THIS SPECIFICATION SHALL BE APPROVED BY THE b. EPDXIES MUST BE STORED IN AREAS WITH AN AMBIENT TEMPERATURE BETWEEN 50 AND 75 °F (10 AND 24 °C)AND AWAY FROM DETAILING 1S REQUIRED IF FIBER IS RUN PARALLEL T� CQRNE�S. ENGINEER. DIRECT SUNLIGHT, FLAME SQURCES, OR OTHER HAZARDS: EPDXY RESINS MUSTBE STORED SEPARATELY FROM HARDENERS. d. THE SURFACE OF THE CONCRETE SU6�STRP,TE SHALL �E PROFILED USING ABRASIVE BLASTING AND/OR DISG GRINDING TC�A . MINIMUM ICRI CSP 3 (REFER T0 ICRI GUlDELINE #�10.2�. �Uf�F,�CE CONT�MINATES (LAITANCE, SURFACE LUBRICANTS, �ROKEN 5C. HANDLING: MORTAR PIECES, PAINT C�ATINGS,STI�ININC�, ETCe) MU�T 6E REM�UED �Y A�RASIVE �LASTWG AND/OR DISC GRINDIN�. DUST THE FIBER REINFORCEMENT MUST NOT BE HANDLED ROUGHLY. GENERATED FROM SURFACE GRINDINC N1UST �E REM�VED USI�G A CLEAN AIR BLOWER OR OT'rIER SUITABLE MEAN�. IF TNE DUST CONSULT THE MANUFAGTURER'S MSDS FOR SPECIFIC HANDLING HAZARDS OF RESIN COMPONENTS. HAS BEEN REM4VED BY MEANS OF VVATER�I(ASHINC�, THE SURFACE MUST BE THOROUGHLY DRIED. EXTEND SURFACE PREPARATI�7N ; AT LEAST 1 INCH PAST EDGE C�F FRP. � 3D. MIXING OF POLYMER RESINS AND A,DHESIVES a. RESWS (INCLUDING PRIMERS AND FiLLERS} SHALL �E MIXED P,GCC?RDING T�}THE FRP SYSTEM MANUFACTURER'S INSTALLATION � � INSTRUCTIONS. ALL RESIN COMP�NENTS SNALL �E AT A PR�PER TEf�PER�4TURE AND MIXED IN THE MANUFACTURER'S PRESCF�I�EL� 4 � MIX RATIO UNTIL THERE IS A UNIFC�RM AND COMPLETE MI�ING �F GOMP�?NENTS. F�ESIN COMPONENTS ARE OFTEN CONTRASTIN� x b,,:,����� ;�� N;�=�.��, z CONSTRUCTION 02.04.2011 � d" COLORS SQ FULL MIXING IS ACHIEVED VUHEN GC�L�R STREAKS ARE ELIMINATED. RESINS SHOULD BE MIXED FOR THE a �� ���� `�����"� ��' � x � p � � � � ' � � � � r� a� � � �.�,� �"��. � z e� ��`���", � ISS.#� DESGRIPTION � � DATE � � �� � � � � � � � � � � � � � � � �� � � � � � � � � � MANUFACTURER'S�PRESCRI�ED MIXING TIME AND ViSU�LLY INSPECTED FOR UNIFORMITY OF COLOR. �� � � � � � � � � ��� � � � � � � � � � � � � �� ��������� ����i�° ���.°� � � � � � � � � {r� N b. MIXED RESIN THAT EXCEEDS THE P�T LIFE SPECIFIED �Y THE �ANUFACTURER SHALL NOT BE USED. � aRCHirECT�s PRO�ECT No.: 2�osa.oa ` ,. �� E�� � � � ...���.� � i ' . Jc- +'� sa..��_ �. �.��_ ,��__ Tw�_,,.-_ _.�.u._. m � 3E. APPLICATION OF FRP SYSTEM �Y THE t�/ET LAY'�UP TECHNIC�UE w ��°�,.� _.r,m.,k _ _ . �,....,� ���_�t_�.�____-_.�:, :,. � � a. THE APPLICATION OF THE FRP SYSTEf� (INCLUDlNG T�PC��TS} SHALL �E PERFORMED IN ACCORDANCE WITH THE �� _.��.��� �� ,�x :_ .w...�.r �,. ._.� %.,,r k��.n.� ca N MANUFACTURER'S PUBLISHED INSTALLP,TI�N INSTRUGTIONS, ,� . . b. PRIMER: THE FRP SYSTEM PRIMER SHRLL �E APPLlED TQ ALL A�EAS ON TNE C�NCRETE SURFACE WHERE THE FRP SYSTEM IS TC� . . °w BE PLACED. THE PRIMER SHALL BE PL�CE� UNIF�RNiLY�N TF�E PREPARED SURFACE AT THE MANUFACTURER'S SPECIFIED R�ITE C1F � z COVERAGE. THE RRIMER SHALL BE�LLf�VVED T��URE PER THE FRP MANUFACTURER'S INSTALLATION INSTRUCTIONS �EFORE "' � APPLYING SUBSEQUENT MATERIALS. z � � � c. PUTfY: THE FRP SYSTEM PUTTY(OR FILLER) SH�LL �E USE� �NLY TO FILL VOIDS IN THE SUBSTRATE AND SMOOTH SUf�F/�CE 0 o DISCONTINUITIES PRIOR TO APPLICATIC�N C�F C�THER Mf�TERIALS. I��UGH EDGES C?R TROWEL LINES OF CURED PUTTY SHP,LL �E ; GROUNQ SMOOTH PRIOR TO CONTINUIN�THE INSTALLATI�N. THE PUT1 Y SHALL BE ALLOWED TO CURE PER THE FRP � MANUFACTURER'S INSTALLATION INSTRUCTION� �EFC�RE APPLYING SU�SEQUENT MATERIALS. m d. FIBER REINFORCEMENT AND SATURATlNG �E�6N:THE REINFCIRCING FI�ERS SHALL BE PLACED WITH SUFFICIENT SATURRTINC � ° RESIN TO ACHIEVE FULL SATURATION 4F THE FI�ERS. SUFFIC��NT SATURATING RESIN SHAL.L. BE PRESCRIBED BY THE FRP SYSTENI KEY PLAN � ca MANUFACTURER. THE FIBER REINFORCEMENT SHALL 6E PRESSE� ONTO THE CONCRETE SURFACE TO ACHIEVE INTIMAI°E C�NTACT. � ` ENTRAPPED AIR BETWEEN LAYERS SH(JULD 6E RELEA�SED QR R�LLED �UT �EFORE THE RESIN SETS. ,� w ��.��. ..w...� ..����. ��. � � � � � e. PROTECTIVE TOPCOATS: COATIf�GS SHALL �E�PPLl�D IN AGCC3RDANCE 1NITH THE MANUFAGTURER'S RECOMMENDATI�NS. � I�� �� ��a � i�� c� �' ` (m � - GARAGE REINFORCING � ,� lu APPLICATION RATE PER COAT- 16Q SC� FT/GP��L�N. �� � w � � �� : , �� � � c.� � � ' � � � 3F. 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L � �� _ VAIL,CO 81632 . . � . ,� ' . �r a. � -�; ^ d � � . . o"a' ' ' . , . . . . . � . . � . . . . � � . � . .` :4�" '• �' :' '•, :• .: '' .'�� �+ � .:a...'� a. CQ. . . � . •a°�� � � � ' . . . � . .. � . . . � . � . . � . � . Q ° ARCHITECT 4240 ARCHITECTURE INC , �,, .,e . . . , . ._ • . � �a , -�,a - _ ; � � � 3003 LARIMER STREET . .. . . �♦� ��� ;'�' � ... . . � ... ' . . . � 1 ."d , . . � � . . . 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DESIGN PRECAST SHEARWALLS FOR FQRCES �HQVtiN (�N i i i � eNCiNEER �24ssw.co�FaxavE � ELEltATIQNS. � � � s � �,KEwoo�,CO 80215 t:303.431.6100 f:303.431.6866 i ' 2.ALL L.ATERAL F�RCES SHOWN ARE STRENC�TH�LEVE� � � i MEP �EAUDIN GANZE CONSULTING -•, ' , .�� S�ISMIC. � � � _ •' ENGINEER ENGINEERS,INC. - ' � -- - ----1-------- ' 110 E.BEAVER CREEK SUITE 202 ' : � -� �. 3e iNDlCATES STRENGTH-LEVEL �UT�F PL,4NE - - - - ,� � � '! � �� � � � �.�"".., �:°� � � ���. ���/sT` . � °°°���°� F'� o � p� -- � � � U�''0����1 /�J�`S'.r�"�`'� � c- Q .r�o (� �� �4 O 0 � � � �� �95�1 ,��� � c� � ° @ c�,,� o cJ C•'� �°o� 00��,,� � o ��`�, °ao�mmQ ,��,� o� j�N �� � ' � I � ' 04.11.2Q11 � � S381 copyright 2011 U � � i iii � �, ; ; � � ; � � � � � � � �, , --- 4240 Architecture Ince � \. i 1�.��� �---_ WNER T WN FVAIL �---- � . � � I �ii --- 0 0 0 � \ � �� �� i i i i i i i i i i i � DEPARTMENT OF PUB�IC WORKS � . h----------------------�,. . .. . , -. . . _,; ;.-• -<. a . 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I � i �� i i 3003 LARIMER STREET \ � ;�J,�� i ��� i i I I I w i i i i ii DENVER;CO 80205 � �� i i i i ��\ i i ' i i :�� � � i� '�` � ` i � i i i t:303.292.3388 f:303.292.3113 �. `J i r ��,\ �\\`\ � I I i � � j � � � �� CIVIL ALPINE ENGINEERING INC i � � , �� � � S381 8 i i i s EPIGINEER 34510 U.S:6 UNIT A9 � � � EDWARDS,GO 81632 � i i � � t:970.926.3373 f:970.926.3390 i i � � � ; ��i� �(\ . .\ � \ � /���� � �\\ I �\\ I i � i ( � i I I i �i � ����`�� � ��` A.5 •��\ � � � �_+ i i i SURVEYOR PEAK LAND CONSULTING,INC. ��i � �� � `� � � � � � �� � � � 1000�IONSRIDGE LOOP �'� ��i f�� �� i i� i I 1 I I & � :i i I ii VAIL,CO 81675 ` '�`L" � \�~ �` �� i 1 I I --- ; ' // /,��/� r� \��.� ��YI I � � � � � i t:970.476.8644 \ � ��i��i �i � •�. i� ° i i i I I I 6 � i i � i i i i STRUCTURAL MARTIN i MARTIN ; i��,�'Q l ��, i :� � � I C=�� � i i ENGINEER 12499 W,COLFAXAVE ? 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Q a,.a..e_e . , ,, ,_ `: , . • '• ; w ,, .._ . . <,, ".' � �"� � �� ��1L � . � 7 KEY PLAN � , � � � � � � � � � � � � . cn �: W � PRECAST WALL ELEVATIONS - � W � � (STAIRS} css � Q � i � � � d . . � � ��`� c.~� 4 � �� � 3i�610 = 1°-a° F'RE���1" UV/�LL - T ����" = 1°-0�° F�RE�A� �LL � � � � � � � �, � - - _ _________._._ ______-- - � , ; � - ��� E tn >C � �.�U„� Q L� . � � � .. �. � � � . � .. . . � . . . . .. . . . � . . . . . . . . . . . . ~� ��L 4 : 1 ���Q �t��'/S , � o � NOTE: DETAIL ONLY REQD WHERE � �, �� R ; (''\�✓ a°GC1 � /lif���"`rl'ti . oom E : : � : . : ' �: . . . . . �`+�Q � F°? � z PARTITION WALLS RUN MORE ; ; {�E � e� , , , ; , -; , ; KEYNOTES: ; v � �` �'`-n # � "' � THAN 12'-0" BETWEEN CORNERS ; � cs, � AT UNTC?PP�D TEES, {2} 12°�A307 , _ > m� p��j �a , � e- AND INTERSECTING WALLS �g_�( IN � THRU �O�LTS. 1� B O N D B E A M W/ (2)#5 A T T N V A L L L . . . . � /�� . . . . . . . � . . � . � . . 11 � . . _ 14 . . .. . . . . . . ' . ' . . . � . . . � .. . . � . . ��i�F . ��VM� !� . . A T T O P P E[�T E E S (2} 1/2�'x 3 1/2 1 G L R � � `� ' 2 JAMB REINF EACH SIDE OF ALL I S, FULL H 1 HT �'�� a Q s �, �° o E M B E D M E N T E X P 6 C�L T P:R 1'-0" 3 ,E`p °�a��m�@° o '��' , � " - - — - _ ANGLE �3 PROVIDE �LADDER'TYPE HC�RIZC?NT�L JOINT REINFORGEMENT WITH �� /�� ''�� � o� . o o . ,� _ _ : 4 .. ,- _ . . _ _ :a , _ .. 2-W1.7 (9 GA)WIRES (N11N)AT 8'°�J�9 Tl°PICAL. __________ ___===_ _=_ _ � ° PRECASTER TO DESIGN �R �a ; --------- _ � 4 CUNTROL JOINT CJ OR END �F WALL 2 ' 04.11.2011 a� � � a� �T - , ��__� Q � ) � . STEM FOR 200 LB/FT HORIZ ,},, L4x4x3/�x1 -3 . ,- �- � � �e :a� � ° � > �ai �° ��_______ _____________�t= � , � 5 wpyright 2011 � a� SERVICE LOAD OR 1.6k AT - �� �� � ES � ° �� �� �-.: � �5 RUNNING BOND PATTERN, TYP9 UN�e ; .L � 'II,�I. q,. II II _F<" e � E A C H C O N N "ii-" 1�� MIN 3/16 2-8 PRECAST DT �.`�=� ii ii � � VERT REINF ALL CORNERS ;.: 4 2 4 0 /�I"C�"11�GC tUI"� OC1C. � EMBED CHANNEL BY ,��� 3116 2-8 _ „ „ -. a . 4. :. . . u> �<�; �� - . i ii ��� _ �7 GROUT CELLS WITH REINF(�I�CEI�ENT�lND PoLL SHADED AREAS wNE � PC SUPPLIER ��,� u ii � , . .:.:.::: '. :, ; ::: ..,.. . , ; DE ARTMENT OF PUBLIC WORKS ! ; 0 R -� II II .::. :::..:.. .:. . c.� BENT PL 3/8x10 , d. RivE :: 1309 ELKHORN D ii ii VAIL,CO 81632 o � � =__====-ii______________________i�====_��� � . . . 6 3/16 3 —� ii ii C� �@EN�N� ARCHITECT 4 40ARCHITECTUREINC EE _ ° 3003 LARIMER STREET U BOND ,°, I� �, 3/16 3 N „ „ BEAM DENVER,CO 80205 L4X4X3/$X$ ; ; , , , : ' ' `.. t:303.292.3388 f:303.292.3113 CONTINUC7US �C�ND �M CIVIL ALPINE ENGINEERING INC CONT BOND BM AT BOT OF DT STENi� eNCweeR �a5�o u.s.s uNiTas 4" MIN 1/16"CLR ES ` , EowaROS,co a�s32 TYP�CA��/�RT��AL > ; t:970.926.3373 f:970.926.3390 REINF FULL HT OF SURVEYOR PEAK LAND CONSULTING,INC. WRLL ES OF �T STENI ' ; `_ 1000 LIONSRIDGE LOOP � VAIL,CO 81675 : � t:970.476.8644 B/UVALL STRt1CTURAL MARTIN/MARTIN :. ; ; , < : ;. . ; ; ENGINEER 12499 W.COLFAXAVE , W _ LAKEWOOD,CO 80215 3 J t:303.431.6100 f:303.431.6866 MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS,INC. 110 E.BEAVER CREEK SUITE 202 Tl(I� n9lA� PAI��T'lTIORI �111�F'�Jl�l- m �P MA� P�0�1�I°rlOf`� ��L� T` _ AvoN,cos�s2o 1 NQ �CALE ry/� -�° NO ���L� p �vt� SC�LE -fY� Sl" l.I 1° FZAL MA��IVFZ� V1/�4LL ELE�/ t:9�o.sa9.s�os r/"I�ALL�L I O �� �f�� �� D� � LANDSCAPE MARYHARTDESIGN ; ARCHITECT POST OFFICE BOX 8528 BRECKENRIDGE,CO 80424 t:970.389.3583 . . . . . �� � . . . . . . . . . . . . . . � . . :j : . . . � _ - . . . . . � . . � . . . . . .. ��,R ' NOTE: DETAIL ONLY REQD WHERE fm - 1500 pse � PARTITION WALLS RUN MORE THAN 12'-0" BETWEEN CORNERS AND INTERSEGTING WALLS � � o � Lu w ¢ u �ARSIZE o � � �Q O WW � , z ¢ � r- � . w �- ENGLISH METRI� � � � e � � � � 2"CLR 3i4° CLa 3/4" CLR #3 #10 16 16 � � � �" (E) SLA�, VIF 1/16" CLR ES G�NTR�L JOINT CJ}: HEAD JOINTS � („� L� 2" MIN (�F UNIT�ALIGN,�T GJ. NO MORTAR #4 #13 21 26 � � � QN �(EAD JC�INT AT CJ #5 #16 26 40 � � � � . ..;.. . ._ ::.:. .:..: . ,:..:.: .:. ..:...:...:.:::...:.:::.... D(� N�T CQNT6NUE #6 #19 43 54 'Q � � J(7(NT REINF THRU REI�(F VERT CELL ES OF JOINT � � � (2)�/2"0 (31/2" EMBED) � CJ �.O..I - EXP BOLT PER ANGLE � ---- - � � � � . . . . � . . . . p�t � . - _____ , ___ C____ __________ � . . � � . �" � r____ _� d �� •' ;� � � . . . � . . . . � , � . � . . . � � . . � , . �� � � � ,... . ..::: .:. .... ....:.........::::.:.::.. �.:.. . . ' . �� . � � a �� � . � . . � , � r �.1 � � _:...:.:...: : :...� �� - . , • NOTES: � ' ` � `y' " 1. SMALLER BP,R LP;P � T� �HALL U5 WHEN SPLICING DIFFERENT SIZED BARS v =_ __�L_ -_____ c_� I===_�_ ���____ 2. LAP LENGTHS SPECIFI�ALLY DETAILED ON DR�WINGS SHALL GOVERN INSTEAD OF SCHEDULED � � � ; • � LAP LENGTHS � � �j L4x4x3/8x1'-0�� . _• ' o ES @ 48'bc "�� � CO�ITINlJE �OND BEAM REINF -'--- PROVIDE CJ'S IN STRUCT 3. IF REINF(7RCING IS SPECIFIED AS EP�XY COATED, INCREASE LENGTHS BY 50/o o �,m, � ' AND �OND BEAM GROUT MA5 �NLY WHERE SHOWN 4. MECHANICAL COUPLERS MAY BE USED IN LIEU OF ANY LAP LENGTH SHQWN. � � � �� THRU CJ UV/0 INTERRUPTION. �N THE STRUCT�R ARCH 5. WHEN LOW LIFT GR�UTING IS USED, AND THE LAP LENGTH EXCEEDS THE GROUT LIFT HEI�HT, A P/°1 U (� � 8 DEEP 80ND BM PL��� MECHANICAL COUPLER I� REt�UIRED IN LIEU (}F LAPPED REINF �� � � W/(2)#4xCONT 6. VERTICAL REINF IN PILASTERS UVITH AT LEAST 31/2" CLEAR SHAL� BE SPLICED PER THE"REINF � � CENTERED" CC?LUMN � � � 7. HORIZONTAL BOND �EAM REINF SH�LL�E SPPLICED PER THE"REINF AT FACE" COLUMN � � _ � � � . � a � 1 No sca�E °I��(P I�lIAS PAR-f'ITIC7N SUPPOl�T - ��IS� �a ��a�� i�YP S�I� i�A� ���C� � �o s�aL� l"YP �T � Vi/ALL ��RJTR�L J�6f�°[ 2 r�ca sc�,L� MA��RI1�1� Le�F' �PLICE �CHEDI�LE NOTE: DETAIL ONLY REQD WHERE PARTITION WALLS RUN MORE THAN 12'-0" BETWEEN CORNERS EXP JT AND INTERSECTING WALLS ____�„',� , , �� MLS MLS _ _ __ , . _ _ _ _ , , � � ` !/ 4 ADDENDUM#2 03.02.2011 � ,.,:, . ,..;..... ...:. .. ....... . ....... ,, � . �/ N�TE�e 3 ADDENDUM#1 02.18.2011 � � ,f` � � . �FP G�iUP �f2�UTE� 1. 90 DE�C�RNER� SIZE &SPACWG OF 2 CONSTRUCTION 02.04.2011 cr, , ,/ � \ �� INTERSE�TION I� SH�WN. 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ARCHITECT 4240 ARCHITECTURE INC , � � � E N 1 B E� P L B Y _ , NL,AN 0 0 I N CD E S � �i , - DENVER,ICO 80205EET . � ,,. , . - � �� PRECASTER (DFS) -�- . ° � Pd-160# � � � : a,: '4. .�a• a 2�� ��_1���# t:303292.3388 f:303.292.3113 i :- :�4� -: ._a_ �-.<: 8�� � - ° �" _ , .� ENGINEER 3451I0 U SN6 UNIT A9 G INC ��N � m Q �"'°. a ' �W°2df�# EDWARDS,CO 81632 ._ ,_,- � �a" -�. - �. <`- . t:970.926.3373 f:970.926.3390 R E I N F C 2 R C I N G I�Q U I R E D W H E N P U N C H O U T L O C A T I�N <:. m � ..a .- SPEGIFIED IN Q�HER DET/�ILS CANNOT 6E ACHIEVED. _��a -..d• = � SURVEYOR PEAK LAND CONSULTING,INC. '•a- 1000 LIONSRIDGE LOOP . ' , _ , VAIL,CO 81675 t:970.476.8644 STRUCTURAL MARTIN t MARTIN ENGINEER 12499 W.COLFAX AVE LAKEWOOD,CO 80215 i t:303.431.6100 f:303.431.6866 , MEP BEAUDIN GANZE CON3ULTWG ENGINEER ENGINEERS,INC. �Y� �.s F J�I S� �I V� ���� �� �I� 110 E.BEAVER CREEK SUITE 202 `� NO �CALE RIC,� S�f�LE ��F� �F PU�I�I�I��� F��I. 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NOTES: SCREUVS @ 8"OC E� , , . i, , BQTTOM CONN W/#10 vai�,co s�s7s • d b b �' _ „ t:970.476.8644 �� .� ° `: - ------ --- SCREWS AT 16 OC 9. 1/8" MAX GAP BTWN T/STUD AND TRACK - ��-. ��-�<��. � -" srRUCruRa� �aRTiN�maRTiN , - -a°- ` <�°-°; �1 ENGINEER 12499 W.CO�FAX AVE . a�. "_� - a.< a<- -, aQ �a REFERENCE S540 �,KEwoo�,co$o2�s . _ ,,�,,,, t:303.431.6100 f:303.431.6866 . .- � . ` FOR TYPICrqL CONNECT�QN INEP BEAUDIN GANZE CONSULTING , TO UVr�LL EPIGINEER ENGINEERS,INC. 110 E.BEAVER CREEK SUITE 202 AVON,CO 81620 �vo sc��E T1(P GF �TIJD TC� T4P °�f��CI�C �o �c��-� TYF' CF HEADEi� 1 1i2° = 1�-a° ��1"l!� VV�L T �HIMNEY 1 No sca�.� T�I� �F �PENIIVC� FF�AMINC� t:9�o.949.s,o$ ' LANDSCAPE MARY HART DESIGN ARCNITECT POST QFFICE BOX 8528 , BRECKENRIDGE,CO 80424 ?' t:970.389.3583 � Z � -- MIN FASTENER � � � J� � STU S ACIN x � �t MIN EDCE � � � � DISTANCE � �' TYP NOTE 1, — #10 TEK SCREW ES � EXTERIC?R WINDOIIV J�M�VV1�3� PAFS CI� � � � �541 � � — � � . SCREWED ORTION SILL TRA�K ATT�CH T� _ x #10 TEK SCREW � U � TRACK SECMENT W/(1) # NiIN (2)600S162 54 @ 12" OC TYP � � 10 TEK�CREUV EA SIDE � FASTENER I�L � C� � << ,� � TRA�i�SE�MEf�T SPACING � P 1 � � T� M�1TCH VIIALL PROVIDE 600T150-54 �•/ � � - - STUD9 �TTA�N TQ MIN EDGE x x �t EA SIDE �F JAM� � W � � 1/8 1/2 1Q J A�� S T'U�W/(6}#1 t} DISTANCE P A C K T Y P I��O L. � � �� � S541 TEK�C�EVUS � ' t � � �,,. 0�1..1 1/8 1/2 EXTERIOR DC10R JAM�1�/(4) P,AFS � � � � : SEE NOTE 1, � r '� � (� TYP J � � WELDED OPTION � � NQTES: : � � � � 1. 1/16" MAX GAP BTWN B/STUD AND TRACK � � (� � � RE: 10 FOR ADDNL INF� S300 , � Na sc,�L� TY� CF �TIJ� TC) �OTTO�VI T'RAGK �� �c�L� TYP CF �ILL �o �c�L� TYP �F TT�(� `TR��K T� �o sc�L� TYf� �F E?CT ST�1� J�NI� � � ��fV��E°T T ��/1��- 2 J L(JCRTION NUf��ER OF FASTENERS REQUIRED F�R ALL OPTIONS, PROVIDE �� �, �p� TYP FRAMING 0.145"� PAF @ 12° OC �, ,�,4 �!� 4 r. -��� _�= �RIDGING AT 4�_0"QC MAX �9� �sl° T(/p ` �� ` VERTICALLY. f��� �� T�o F T ��ur��A�� �f�� '�� r _ ,�w=� ��� �, /�y�, `yF,y ��� ����������� rc�� ���.��� w�� JAMBS [2] 0.145'°� PAFs PER JAMB STUD J 6,, o�°�/�� �x����_��� �.,.,r����� � ,}� � � k i L'�" ., 4..; � . 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'� � t.303.292.3388 f.303292.3113 ,f`r : " � � �L�I4X7�X7�-� ,` , .� �a "',� \� � �� CIVIL ALPINE ENGINEERING INC (3}1"�THRU ��LTS ---,..� 4 (4� 1,��THF�U BOLTS a- .- a. . ° � � - EMBED PL B( ��, � 1 ENGwEER E�waR s,oNis32 HORIZ (4"_GA) ; � -,° .�- `a` . -a,Q- -: °,- PRECA�TE���FS� �� - t:970.926.3373 f:970.926.3390 � — - . . - a • °-- d �" � � , SURVEYOR PEAK LAND CONSU�TING,JNG. 1000 LIONSRIDGE LOOP '� - .. . . , a, q-- �EVEL 1/4 I :�y. ° � `�� ' ` °='a ' ea•.° . ..a . . . '.�. VAIL,CQ 81675 Q GL� 1�4 ~ g • t:970.476.8644 � � � ° .$ . ` , re � " ° " � 4 4�- ��a,�� PRECAST WALL � . . � . . . . . . . . . . . . ,a 4 : •a _ , . . . : �,'e. `. ° '. � -=a.• ,`;. --: - . � - ° a . p - Q STRUCTURAL MARTIN/MARTIN PL 1/ZX7�X1`-o — i��� �- �'d° � °�,' a°-a'=e`a'� � E�IIIBED PL BY ENGINEER 12499 W.COLFAX AVE PREGAST WALL PRECASTER DFS �a,K E w o o�,c o s o z�5 � � t:303.431.6100 f:303.431.6866 4 BEVEL �/4 �- � NC�} G�LU�N �, MEP BEAUDIN GANZE CONSULTING GLM "If4 � p�,}�IM ENGINEER ENO E.BEAVER CREEK SUITE 202 AVON,CO 81620 '� 1° = 1�-a° E�ST-1//1/E��f C��1C)PY E/�i/ES ----" � , � 1i2�° _ ��-o° C�F�ID 2�7 - T I �ER 1 � �i2° = 1°-a°a ��I 2.7 � T�� TRIJ�S CHORD P� �/�X�X��-� t:970.949.6108 � LAfVDSCAPE MARY HART DESIGN ----- � ARCHIT�CT POST QFFICE BOX 8528 �6�3/4"Q� L.�l� ��LTS, ____—.-----� ---- — — . BRECKENRIDGE,CQ 80424 E� t:970.389.3583 PL 112x16x1'-2 —�---`".�----'� 7'� Pd=400# � . .. . - ,a ; � � � � . _ . �� : � °a .: °�-, ; . � .� - (� � c� � Q . .Q - R,a . � . , � � t EMBED PL BY �. � . � � " d,6` . . a� � _ � �— — � 3 PRECASTER (DFS} : : '°-d.- a�,a �a- _ � �.< :a�. .a PL 1i2 C,sl � � PL 1/2x16x1'-6 �e '.. , . -,a� �° <��°.,°�. � � { , : . p . , a. -� _ ...� :q .e .; °° . :<� > —=----- —� _ Pd=200# � _ . . a•a- �� " " - - _ � C� C� . :a, � _.a., . . _ . : _ e, .°; .; Q, , a. c, a g, � o , N Ps-400# � � ° (8)3/4"Qf LAG �QLTS, ---�--..� - �< = � " : -. -� . - � � : - � � � Pe=????# � � � � ______ � � `4.n � . . . ___ . p � p . °4 , 8 � _ � � � _ � � � � �� ` - _ . 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PRECAST WALL PL 3/4x16x1'm0 �� � ; ' 4 , 1 ��2°° � 1�-oe� EXTEI�IC)F� �"Rll�� - � 2 1 �i��� = 1�_0�, �I 2e7 - �CJT TF�IJ�S CHORD �� ��`.,.������c .�� "������; �'������.'°������,.�° �°'�.,� �� `,� �' M FOR DETAILS NOT �,������ �� � �� w� �� � , w„�� �'�`�r�� �w�,ro�� .t,���m, � � � � � � � � � � � � � � � � � � � � NOTED, SEE� ������� � ��l � � ; 1 ` , � � E s �.�..�� � � � ��(��. . .__ . E ._ 5610 ��afi ; �.�,. : a �,.�. �_�x�. ' 3/$"Q�xO'�6 LAG SCREINS ---- , ����W ���� .�u.� � . i , . _ _ �� a��,� ...,,,.:, �. �.__��,� . _ _ _ __ _ ; _ __ _ _ _ _ ti __ . _ �8"OC (ST�;�GER) -- �EVEL T�P C9F ; ' �°y/� /���g � 4 ADDENDUM#2 03.022011 ��6.1l:� ��(°4!V! _ 3 ADDENDUM#1 02.18:2011 t PL 1/4x6x1'�3, ES �F --�--�1 � ; , 2 �oNSTR��T�oN o2.�.�0„ � � RIDGE �EAM 1 PROPOSAL PACKAGE A 01.07.2011 k � � � ------ KNIFE PL 1/2°° {��NT� 1/2" -----------------�-_----- -----� i , �� �\ i ISS.# DESCRIPTION DA"C� � (2)1 �THRU�BOLTS f 1 1/2�P 4�a 40� 1 1/2�p � � 1 : o � �,� ��f��B �������f THRU-BOLTS, ES , � ',\� . � ARCHITEGT'S PROJECT N0.: 21064.04 D J � � \ OF REDGE. INSTALL - - - � - ��\'��.. ; ' � � �'� 1/2" KNIFE PL ' � m o `� C� C� .�I `��;� TOP AND ��TTOM � ; \ ` o � � � , ���� �4LTS IN CENTER OF �, ; � � \ - ---- , ---- -, -� � \ ; � � ; VERT SLt�TTED HOLES � � � � ------- -----�' \ � r� � ./ � `� `�' � � ; i—� PL 1/2°x81/2° � € t1.1 � i� � , � � --�.'-- ' W / � � I I � I I _ g � � \�� I � � I C�C3 � � P--`-'°' � � � `� !.� . � �.: w � � . � � � � � � �,, " , r• i � i c!� F— i C� � ;—� ''� �P� ,� � 2�'�� ° ° : PL 1i4 ��� . .�''� �------ � ------� —� /� ��\ , PL 1/4 � � �` ���L w 3/16 �/' ��� (4)3/4"x0'-6 LAG 0 3/16 3i16 TY`P ES SCREWS KEY PLAN ' >- � w v � — ,L � �._, ..,, W TRUSS DET,� �� � «� � W � ry � �n W � � R � � � � ,. c�v � � � � ��-�,� � �� �` � � � � 1i�@� m ��_�p� E�TE�I�� �°� �� � �° � 1 1/2 ° 1 -0 I�1TE�1 lJ�� � T I� ��(�f� (IVCJ !�F'} � � 1/2 — 1 04 T � f��l 3 � '�_. . —s ., ro _ o n p� _ � aa -°� � � � � � � � I � � � � � _ � �_ � ,•, ;; ,, a r # ; r�. , � � � � 1 1/2° : .-W ¢ L 5/8"SHEATHING (4) 12x12 �x10 ,-�;-�.�. . � «' °? 1/2" CHAMFER @���p���`/� , . �P�k° ° �',.� =- � c� � 5/8" SHEATHING N�T SHOWN F�R CLARITY: �,�m°� �Lj �`� , 9e � � � � 8" SPIKES @ 24'bc (STAGGER) c,`���`�' `'�;�a .� � � 10d NAILS @ 4'bc � - - �� &WITHIN 8°"OF EA END o Q. '��5�1 �� � co _ � � qco � � o U 2x4 @ 19.2"OC 10 4x8 (NON-STRUCI'JRAL) �'�QQ,o 0oa°� ��" � ° SQLl�D �L�CKIN(� 2'_0" 5620 �lC4 .'�`�`s, fa�emmQ ��.��' �_ SST GA1 CONNECTOR, @ 24 pG �,,. 60d NAIL�THRU EA PIECE O j� x � ES OF EA SLEEPER. (- � � - � AT SUPPORT, TYP u � NAIL INTO BLOCKING 2x16xCONT RIP TO — � WC� - - - � � , � �' BELOW , (2) 6x10 04.11.2011 � B caPYright 2011 u� �, FIT(2x12 �a SIM} 4Qd SLANT NAILS THRU E� 'L � SOLID 4x BLOCKING � ' TONGUE AT SUPPORT, TYP 4240 ArCh(t(,CtU f E I C1C. �; BTWN 2x12'S @ 48'bc � N �, � � a� (2)16d NAiLS e � � 3/4x6 GLM aw�ER rawN oFVai� � ZX'I Z�S �p 4$'�OC (NTU ER�X � � � DEPARTMENT OF PUBLIC WORKS ' U , i f � VV�3 , 2 �6d ����� 1309 ELKHORN DRIVE VAIL,C0 81632 ; (2}16d TQE-NAILS, � ) 10x1q t:s�o.4�9.2�ss ' ES OF BLOCKING, INTQ EA PIECE � � ARCHITECT 424QARCHITECTUREINC '� ' TYP C}F DECKINC �C2 3003 LARIMER STREET' �2� 6X'�2 t��.303.292 3 88020 f:303.292.3113 ROOF SHEATHING. ALIC�N `�''--- �,'@ T�C� �E�f�iN� CIVIL ALPINE ENGINEERING INC FOR ATTACHMENT, 16d TOE-NAILS @ ` 6„�C' , _ ENGINEER 34510 U.S.6 UNIT A9 �EE 2 �I�YP AT 2X12 S � EDWARDS,CO 81632 /�ND/�T 8�.������'a � �C6 t:970.926.3373 f:970.926.3390 S�2Q � SURVEYOR PEAK LAND CONSULTING,INC. � 1000 LIONSRIDGE LOOP 4x T&G DECKlNG TIMBER TRU��, vai�,co s�s�5 t:970.476.8644 FOR ATi�ACHMENT, SEE ELEVATIt�N NAILER& STEEL BEAM srRUCTURa� �waRriN��aRriN SEE � ENGINEER 12499 W.COLFAXAVE 5620 WC5 LAKEWOOD,CO 80215 `''"` t:303.431.6100 f:303.431.6866 � MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS,INC. ��� ���l�i��1 V i�I V� �F 4�! i CX G 110 E.BEAVER CREEK SUITE 202 AVQN,CO 8162Q 1 1/2" = 1'-0° ��� ���� ������LY 314,9 0 1voQ,o ������� ���� Na SCALE W��� � �� ����� 1 NO S��lLE t:s�o.94s.s�os ����I�� LANDSCAPE MARY HART DESIGN ARCHITECT POST OFFICE BOX 8528 BRECKENRIDGE,CO 80424 t:970.389.3583 12 (2)16d NAILS S620 2�� DECK NAILING TO @ 2�� Eg BOUNDARY NAI�S, PARALLEL SUPPORTS, 6UUNDA�1'NAILING 2x12 �24" 10d �a 21/2" 16d RING SHANK NAIL N PER 2 C�NTINUOUS RIDGE _ �6��OC MAX � 5620 � ,� r �—° 2 a FIELD NAILS, . . . . � � . . . . , �, .�. ._._. e . . . . . o . ------- ------ ---- � N 3/�"�x0'-3" LA� 5620 10d @ 6" ° i � � . . . r. i e ° ' • � � � � � � `_ SCREWS @ 8'°OC C� � I � • ° /'/, 1l1 � � e � � • �r � • I � � e • e . �i�� �� SNC}W GUAf�D RAILS ° i ; � i . � _ � 4 T&G PANEL EDGE 4, SEE�RCH Ft�R � NAILS 10d .� . � . � � � � � @ . . � �- � DE�KING , @ � , � . . � C.� � \ °��1�' LOCATIt�NS. 4° @ i ' � i @ o � � Y _ �� e r � e • • • r e • er • j s I � e e o 0 _ o � � � o �e � • r w • • s s • e • s � W � � 4 x 6 x 5'-0 C E N T E R E D A B O U T ��� � T�VU ` � , � : a . ;. .i � � i . i �..� � Q� � _ S N O W G U A R D, S E E A R C H - .A � _ S E� E L E V � � ' 4"TONGUE & GROOVE � � ; � - a _ � m i � � � • � � ( � I m � f`�"*. ,++ ` ` Q n e I � � i � ' ' ' ' , ' DECKING � � !� {2)2x16x8'-0 LVL'S CENTERED d ;°p -- A- = ��a.a� � S620 • . . � � � ABOUT SNOWGUARD. RIP - � ° � � . � � . � � � � � SST GA1 CONNEGTOR. CUT T015 3/8". SEE ARCN � '.d.a°� � W� _ : •� • � 'g SP/�CE SHEATHING � � .� � 3 EACH END OF LVL . .-°- °_Q 1/2'°�x0`�4 SCRE1�i � � � 0 � ) -, ��1CHC�RS � 12"°�� IN � . � �. � SO THATA�ANE� � � � . . ._a EDGES F 0 ,Q�-,. -. <.. ` . �B�RT L�NC� SL�TI"ED CENTER OF D�CK � � AND SPACED AT �2'bc 3/8" BENT PL, .; :;a :-.a �: a. INBETWEEN. TYP ES. - _. -P FOR ATTACHMENT OF TYP ES .. HC7LES. IN�I"ALL NEAR PIECE & NOT �N A U (� C.� �-"�'a`:`.�4- . :°Q "� T�P�F SL�T. DECKING T� PERP JOINT � - .. a. - SUPPORTS, SEE 1 � � � P�WA�L{DFS� �- - S620 � � L�1 � .�__.- � � 6'= HORIZ � --�- - � � � (2}114"�x0'-6 LAG SCREWS NOTES: � PER PiECE OF DECKING 1. DECKING SHALL �E INSTALLED IN C�NTROLLED RANDOM LAYUP CONFIGURATION PER�ITC �Ul�ELINES. 4 �;.. �; 4 ��. ����K �Q ���.��;; ���������������,� ����v �� k 7 7 3" _ ��-o„ TYP SN�WGIJARC� AT1°A�HIl�EfVT 1 1i2,� 01po��� 7�C� DECK��C� l C� �I�fi�-L LL ��� = 1�-0° Tl(P EA\IE 2 No sc�,L� TY� ��F �FiE�4THIfVG � � P� � ���,�����ti � �����,�E����`�.��� ��R�� �� �,_���_.�/� r`��� ��� _�.� � � a_ NO RIDGE ��� � ��u� w��� .�..� ,_� �� VENT @ SIM �.�, ,�_� , �� _ _ __ _ _ ,.. ,.�'� 4 ADDENDUM#2 03A2.2011 _ o r o 3 ADDENDUM#1 02.18.2011 P` o Q �o 0 2 CONSTRUCTION 02.04.2011 � � � � � , � ° ° �i'' 1 PROPOSAL PACKAGE A 01.07.2011 i 0 0 . . . . . .. . . . . . . . . . _. . o ...'r''�r. o /�i . . .. . . . ..� . . . . a � . . i o �� . . � � P . � 11 ��,.. ��.- ISS.# DESCRBPTION DATE q �- s62a � , p �' '— � ARCHITECT'S PROJECT N0.: 21064.04 ; �; ;•. 3�� (3) HSS2.375x0.154xCONT p ° �-' ,� � �- ;� c� N PL 3/8. MAX �PLICE AT 2x12 SC�LID �L�CKING U � b- SPACING=24° 4 _ DOU6�� 2x S � � o w 1'-9° � � PL 1/2x31/2x1'-9 �� SOLID � � � ���_� � � � SST LS90 �24 OC BLOCKING � �� � �; ¢ _ ,� A�� � � ���� � o c► � �ST��fST�2 RT SPLICES 4 T&G � ;, � � DECKINC �' � �� �l�IL r . !�. � . . . . . . . . . . . . . .. . . . . f } � O O O O O O O 2x12xC�NT RIMBCARD 5620,,/ ' , >- � : 1 Q KEY PLAN � ' w v . E � � 1 1/2° 5/8" (2) 16d NAILS AT E�2x S620 �3: � ,.r, ,.,_ w (8) 1/2"Q�xO'-5 LAG cri � � o� TYP 1'-9° TIMBE �_ AILS ; SCREWS AS SHOWN w .� � w �— � ,-�, p,;a� cQ � � � � � � N � c� z � � „� � Q 4 � �� � — �: ' � � � � � �i2�� = ��—a�° ���V�/ �IJAF�C� �s�.oP � �oeQPO �.ONTIM11C�lJS ��� ��� � 1 1/20o m �amQp� !� �C}N�JE�TI�N , '�� � � � _ _ , , � '. , . . ' � . � � � .. . . . � � . . .� . � . . � � � � . . . . � . � � . � � � . � . � . . . . . . . _j. ..,, �.,, f ry�...'� . . . � � . . . . � . . . . . . . � . � . . . . . . . . . � . . . . . . . . . . . . L// � � . . . . � . . . : . . ' . . . . . . . � . � � � �. . � . . � � . . . . . � � . � . . � : . /{��/ � ...:' .pe�v � � . � . . . . � . � . . . � . . � . � � . . .. . � . � . � . . . .� . . � . � . � . . . . . . . . . . . .. . . . . T Puv= 1.2k F�R DEiAILS N T � �.^.. .:�� ,�� � � � �����, s�� �o �ao ���'o�'.T��` �..� � � Pd �4.1k � b C'3 �@° ��4 . E � 5600 `^`- [� � tiG ����' � `� � Ps - 14.8k �. CQNT PT 2x8. �0 � �P��- ��`��'Q c� � J ------------------------------------------ o .�o — � � m ��� :�°� -°-� :°- �P 4"�. °Q��o� �/2°�xo'-� sC�w �� �95�� �m � � � `_ �a: -�e a ;._ e a _-n : ANCHORS @ '6"OC �o Bo,�,� ;� ° " �--�--, �� � ° - = a a -., q. (8"OC @ SIM} [.� °°v�,o ����,`'�' ;� ' W ° � � , ,� ''``�''�, p���a°°�c� ; � � - -° . . ;-. :<,°, �, . . .. _.. °. < .:: o � i � i q a,�a°,- a/ :4<Q �a '- -------- -- --------------- -- _______= t� ; . . ��N � t�? i i . . .' d' a . < � � � : =� : d.. �4 -�� . -<: � � � 04.11.2011 ° � , , , 4 . : � 5ST LS 90� ��,��� o o � � = , , , ` -q. . _ . . .'' > i i a : - copyright 2011 � . . a cn �, , � , T��PI�V�SL,�� -:-"` . o-. -.°� - ��. �� DOWNSPOUT, SEE ARCH. � W � � � � ,.. . _ ,,..a.� ; .. - , 42 Ar ecture ... - - � MAX Qi=6". CENTER ON T&G P � EMBED PL �Y � � � � ���`� ° � ° �" � ROOF SHEATFING -------- -- --------------- -- -------- 4O Ghlt (C1C. ; - - - = °4, d� -°_a�a `,�< DECKWG DO NOT INSTALL IN � PRECASTER _ . ;� . . ADJACENT PIECES OF T&G � ��FS� i i °6 a.• o� `" - �O C� DECKING. OWNER D�EPAR�TMEN OF PUBLIC WORKS F ,,,, i � T�PC EM�ED PLF�TE �Y . °' .a - a� 1309 ELKHORN DRIVE � V " - . ,. < - _ - - . - : ,..,t ,• - ,�_�= - - -.� ; � ° . =° PRECASTE� (QFS) : °.� - - a BUILDING FEL' vai�,co$�ss2 , � ' a 5EE PL,AN �}4��� a n , a � . . : -------- -------------- -- ----- .. � . . . . . . . . . � ,' ^ ' .' - d . �6 � . ° . � . . __ __ � . . . � � . . . . . ,'. , 'm•`'a4 , t:970.479.2158 " - - - � ' . � ". . -� 'IIZ��Q�XO�-3 LAG SCREWS ARCHITECT 4240 ARCHITECTURE INC , . - ��a: o �`� • <- 3003 LARIMER STREET - • - - ' °-�� �'- ~� 4"T&G DECKIhG �o (�o CENTERED ON EA PIECE �ENVER,co so2os _ ', - 1 - ,_ ; ' •_° �J,- �. ' < :' `"" �, . � `'--._.._.__ �� � �� , �F DECKING t:303.292.3388 fi 303.292.3113 - � - , ., . , °-a-•�� , . - 3I$ Q�XO-3 LA7 SCREW CIVIL ALPINE ENGINEERING INC _, , _ ' _ '�_ "' ,'-_ a-' _ _ -------- -------------- -- ---- - - - ' : '°� . AT EA PIECE CF -- -- EN�iNEER 34510 U.S.6 UNITA9 _ - _ _. * : , ' ; _ ..' . _, .`. r :�` ; : - ',�, .. ; � DECKING L3x3x1/4x1'-0 ES OF E�waROS;ca s�6s2 . . _, _ 4 ° . . _ - � . e t:970.926.3373 f:970.926.3390 - , _ - •_•-� _ : , .- . : '. _ �. . _. P�EC�ST �T -". � a ° - � - ` DOWNSP4UT. NOTE: . ao. . • ' ' � - �- - � _' L4X4X'II4XCON SURVEYOR PEAK LAND CONSULTIN�,IPiC. , - , _ . °t_ = ,_ � : : � - ,- �; _ ' : (DFS) � . - - - �� � -. Pd-7a (f ANGLES ARE ABOVE �000�ioNSRi��E�ooP ,: , • - - - . . . . . � . . . � . � . . . � '9 . . . � . . � � • � , � . f • . '�. � -. �T IT . - . = p .- .- . . , . , . . . . P �, . - - • - • , �- - -. . = , _ . . ----------------------------------------- . . , . . ,. �REC,� aa _ ;a . °4 � 1/4 4 T DE vai�,CO 81675 . . _ s�50Qplf &G CKIN - _ `, - � : - ' - -_ ..�" - �� - • {��S} , _ ,` a- 1/4 4 . . . - - ' - > - - - _ . A•� _ t:970.476.8644 • •' 4 , � , , _ . _ � , a., _ � STRUCTURAL MARTIN I MARTIN a . , . - • • . ' . - ENGINEER 12499 W.COLFAX AVE ' - • , -, _ , - •; , _ • • ; . , - _ r ; ;_ ,• - . Pvv�16Qp(f u�KEwoo�,cosoz�5 ' • • , , ,- - . _ . „ , � ' - • : � - • ,� � - •-• -� ' - - ' - 2° t:303.431.6100 f:303.431.6866 ; 7 , • , _ 4 MEP BEAUDIN GANZE GONSULTING ENGINEER ENGINEERS,INC. 110 E.BEAVER CREEK SUITE 202 �, . AVON,CO 81620 ; � 1iz�� = 1�-0�� �I�BEF� �CJL �A�� � � I � ��f : � v2�� = 1�-0�� 1/iiOC�� I��Fi �M C�NN �T ���I�'Y 1 No sc,�L� TYP F�ANIIf�Ca � ��V11N�POlJT t:97o.�9.s,o$ � LANDSCAPE MARY HART DESIGN � ARCHITECT POST OFFICE BOX 852$ � ' BRECKENRIDGE,CO 80424 ,J FQR DETAILS N�T Pw= 2.2k t:9�o.38s.35s3 ' F CONT PT 2x12 SEE 2.2 NOTED, SEE 1p ; Pd =5.4k PLAN FOR EX'ENTS. S600 � Ps = 17.9k , ..de.. . � °� .° -P 4-:- a�.- - _----- 1/2"Q�xO'-6 SCf�W ¢ . . � � � . . � � . � � � �. . . . . . . . . . � . _ • " � . • - •A.- . . . . . . - , . �. " � � �, ANCHORS � "G"OC . . . . . � r--'---i � � 4 . . , a, . . . . . . . . , � � . _� :d . .�a� �s°oc�siM� � i i � . , a _ e-- ; , i i - � - : ' . ._ SST LS 90(/(�,�j 1?��OC, TYP --- � � � �♦'�' ; . . � � � � . . . d - •• ~ ". .. . \../ . . � '�/ .7�� 4� y�. • � '�: � � � . .� . , a. , a ENTIRE LENG°H OF ��� .�. ; � , � �` � � � "° - . °�- .a � � _ � . �a :_�< ,.. ,., -. . � � � ,: 4 `a-` .°.� . -a °. 2x12, ES OF 2�12 TSN VERTICLIP SLD362 @ E�! � � �.— � � T�PPINC SLA� i � i _ _ � e _ _ _ .Q�- a BEYOND WALI STUD WI(2)#$ SCREW� INT� � i �° OO - CLIP AND (3)#12 UV��D , , ` � � � � � �I �°.aa :P'e- ' �._ a ` - � � � � -` �" - ��< .-'-a�: I ROOF SNEATfING SCREWS INTO T&CC DE�KING. i i i i � : a a - ' • - d ' � , � EMBED PL BY � � .° ; ;�.<.-._,e . ;:°-; �d� N� i i � � � � PRECAST�R � � _ , a . . e . (DFS) , .. . t . . _ , T�P�� EM�ED PLATE BY - �,' ° �°- - _ ----__ i i (�J� � . .•-. .., � - . 4 . � e . � . ' - , -• � �- - _.� �a "° SEE PLAN PRECASTER (DFS) o�.tl�-�; a_ .� . �� �UILDING FEL' ; ' � � � - _ ° - ' _ aCj 24"QG i °. a a a - � '� � � ,• . ' - • - • . - " � . � .g� � 4 i � � .v " �- .,' _ _ . - � �-:.' - �;a, . , -Q<. �` -, 4"T&G DECKInG ; ; � � � - . . � - _ . . . , _ , - : .._�a . a �` . DO NOT ATTACH T�TINl�E� ��r/�' � � � . � . . � . .- - . �. a � . . � . b-. . � 1! 1 11 1 . . . � . � �y/ � - � -• - - � n-a- . - - - '� 3/8 Q�xO-3 LA� SCREW TRUSS , , ^ - ; _ . °-. �; 6°- AT EA PIECE (F i i � � - ;. : - - ' " : =-. ; - :`•- " ' P�E�AST QT ��-a ; 9 ,- - a DECKING ; ; � vI c ._ ` �� _ , . • , �_ _ t� �_ q ,, a_ - -do_". . '' I I � � � .- . •- . , : . ; _ '; _ • ��F�) _ �� �a L4x4x1/4xCON' ' ' � � -. - • - , .- . . . . _ . , . . . . . . . . � . . � . . . - - � �_ t ._ _ r _) . . . .y - � . . . . � . . � . . . . . � _ . . '' ' '' ' ' ` . _ . . a _ . . . . . � . . . . . . � � � � � . . ' ." . „ � . � , . , � � . . � � `. . .. . . . . . , . . . . _ _ °d .-8�< Pd�70plf 1/4 4 C�3 � - a Ps=540 If � � � PRECAST IT . _ ; 'r - ; • _ .. , _`' , -. '- _ _ p. a ._ ��°_ � � 1/4 4 � � (DF�) ' - • � : . _` . . Q: - � � � Pvu=160p1f 4 � � � � � 4 2'� 3 ' ; � �l2ib s �°-o�� 11l�1�E1� CC�� ���� �� �I � L 1 v�° = ��-o° 1/V�C�� IA RA(�6� �OR1N �T ELEi/ 2 � 1i2�� = ��moa� LT-G� F�AMIN� �RI C�F�ID 2.2 7 B.D.RESPONSES O4.1L2011 4 ADDENDUM#2 03.022011 3 ADDENDUM#1- 02.182011 ,�`. 2 CONSTRUCTION 02.042011 r 'I � � ISS.# DESCRIPTION DATE � � ARCHITECT'S PROJECT N�.: 21064.Q4 N � � W r- m O � � � � � � �" � � e�~'a'adh��v �'i: ��`� t �k ,� �����. � � �:"'����Ss��� �����« �.��' 1+ �,��'�� ` tiu � . . � , � u �4 �P, � � ��TM w���,���� ` �"� �n/ _. ,��--� � r�*m���� `�� _ , C� <..��-- � .,. �_._.-M- � �� � � � Q' �.:�����»�...�T.�'°°�o �J� � � � . ���_,,�-n==--�`"`" l.j _ C!3 F— . �-_..- � � � ' � w ¢ VERT SLIP C�NN Y `,�;�� Am��..� _ N �a� �P ` c� � ��� �a w��Ms�----- 1 � 2��� ' WINDOW SUPPLIE� ����M����: ,�..w. .� (DFS} �`" � �� ��41L� � ' w o KEY PLAN � c�.a 6QOS162-54�CQNT ------. � W _��; ��'' � � W � #10 SCREUUS ��"OC �; , YP TIMB;: _ ETAI�S �? 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VERIFY DIMEN5IC?NS iiV FIEL� PRlOR TC� C�MMENCEMENT OF WORK. REFER TO ________________________.___._................. ...___......_____..________,___._._____.___.._.________..____._.__.__.___..._.__.._.._,._..__._....,. ,..._..._.,....._.,._.,_......_...._....._..,........_......._._........_._.................._...._.....�_,._..._......_____ __._.._ _ _._. __.___. .......... _.........,�_.............._........................_...___.,_�,.,__,______.___,.,_______V..�..,.,. .:_:_ � _.._.___.._._ ___ ____-- __.._. .___.... �OV- FUEL OIL VENT ; �r �UTTEREL°l V�4LVE ; 4 THERMOMETE� ARCIITECTURAL DRAWINGS FQR ALL DIMENSI�NS, .................... .........................................._________.._.____.__.__.._..:_____..__.__..__.._.._..____.___..._._......._.......,�_ ...,.,__...................__.._........................,,......_:..._._.....�,_.,.,._......._._........:....,._.....,........�_._._...__..________.._.__. _.__._._.____.._._.._..____......,..............M....._._..�......,.............�.......�,..�._..._..._____„_,___„_.___,_.___,___..;___.,_.__.___.___. x -FOFe FUEL OIL FILL � aHl9`T �FF VAL�E (�AL�, GAl'E, BIJT'TERFLY) _ �° VACUU{� �I�E�4FCE� 3. SU�tONTRACTORS SHALL BE RESPONSIBLE Tt� N�TIFY THE �f�IME ��iVTRACTOR OF DISCREPANCIES OR ___ ______________.___..._._........_.�..................�...._..�....�...;._.........._...__,_.,_,_..,_...�..,._. _ .__.._.__.__..........._.._.____......_..__...,.....,__....__........_.._._._..__.__..___..._..___.__.___.._.___.___......._______..._.;._.__...................... : ._._........_...................__....._._...:.....,...,__,.,.,.,_,.,.,__...____,_..,_�.:___.._......._..._.....:.�.........,.,........_..:...................._ ' E X ---�-.•�.�.�--.�.�.�-���- ; : CON LICTS IN THE CONSTRUCTION DOCUMEh1T� F�UN� L�IJRI�lG �IDDII�� AND/OR PRIOR TO PERFORMING TH � •�F� GLYCOL FEED � � �LC?�E �/AL�E � � HORIZCINT,4L �LE�NClUT WOR.. � _..�:.__.______......................_..............m......._..._..__..___._..._..�__._.___�._._.__.__.__..__..__...._._...._._._._..._..,._ .,.__._,._.,__,_._..___........:............._....,..............................,.....,................_............_;.._.:......:....._._...._,...,.____„_...._,. ____________._____�______.__._..___.,_..._,.�._...._..........._.......�,..............._.,..,._�.._____..,,_.,,.._.__.__.______,_.___.____._,__...______...___.. � -� ' �RFS- RADIANT FLOOR SIiPPLY I� 4� ��fEC4G VALVE f I VERTICA,L �LEAtV�l1T 4. SUBCONTRACTOR SHALL VERIFY EXISTENCE AN� LC��ATI�t� �F ALL IJTILITY SERVICES AfVD COORDINATE AS :...........:..................._._.__.._._.__________._____.___,__..,__._____..._.;__.............._........._.._......_.....:_.._.......,....._....._....... ; .._.__.....,._._._......._._..:_.....___.._._�.._„____.._.,..__...__,______,..._____,_______.._�_.�.__..___......____�.____._....____._____.__._....__..__ ; _......_............._.........._........_..................._..,.m_.,_._,m____._____.___.____....,...._....._.:................._......._......�......... a �RFR� RADIANT F�OOR RETUi�IV �J �L(3dV ���lTRt3L VALV� ; � FLOOR DRAIN REQ�IRED BY THEIR RESPECTIVE AREA OF T'FiE �ONSTRUC71C3N, NC311F�ENG ThIE PRIME CONTRACTOR OF � VARATIONS OR CONFLICTS. , . ______._..__._..___.._... ......�,.........__._.._._.__.._____.,_____.__________.�.__.................�..,...., ._....._....,._._�-----_....._...__.___..._,__....,...._......................................._..............................................�......_....__._.... _______.___._�._._____,_,____..__.__,_________.,._._..___�._...,...,_......._.............................,,....,_._.........__..___.__________.._..___.._..___. � ° �RS� REFRIGERANT SUCTION �ALL V�RLYE � FLOOR SliVlf � ^ � ' S NECES5�4f21� T� A�COMi�C�DA7E STRUGTURE BEAMS AND COLUMNS. v,✓ U TWORK ETC. A .. ' ; ...:.... .....�__......_:...__..._..�.....,__........,._..............._,.......... 5. OFF.ET PIPIN D C , � c� ..__,__,.._....................:..._..._.......___.�....__________________,.__..____„_..___.._.,...;:...._.._,:..........................,.,.._.... .._,.,..,..,,.,..,....... ....................,...., ....., ____________________________________________�______.,__.._..�..���__._...__.____._...__.._____. ......__......_........:.........._.............................. ............. . . G, . ; � � •RL- REFRIGERANT LIQUID ; �LUG QR �ALAN�ING VALVE � � ROOF �RAIM % � . _____________---...................._:..._.........__...........___.�.,...._______...,_________._..._...,___.... , .._..__._...._.,.,__...�._.._...,_,____..___„_.._......._.._......,_..__......_._......__....._.........,...__..........._.....,..........,............_,..:....... ..._....__.___...._......____�_.___._..________,_____.._.__._.__,__...,.�....:_.__,_....:....................................._,._.___.._..w.__..�.__�_�_.____. A HITE T OWNER � i' r���m-��-�-- � 6. WORC SHALL BE PERFORMED IN A WORKMANLE6tE MAtJNER T� THE SP,�ISFA�TION OF THE RC C , , DOA�9ESTfC COLD WATER � FLQ1N �t4LP,iJCIPIG V,4L\fE M� STRAINER Wj �L�1N-OFF Ve4L.VE AfVDENGINEER. � � � Q .,._,_._____.................._.:....�.....m__.....�..�... _________; ___..__...____. .__ ......__....._._...._....,..... _,. ........,..._ ...,......,.._......._.,..__._.._..._...........,.. _........._.__._ .._._.__ ___.___._ _--_._____._._.._.�.._......._....._......... ..._...�.�...V..,..,___.�_,�_�_....__.__.___._..,___....____.,..V.._._..,.. � __._ ____.._. ________ ___;__. ... �.__....,_� ,....._ m..._ _.....__ ._.._.�_ ; _......�,... f"� N °NS- NON-SOFTENED DOMESTIC COLD 4VA�fE� �: PLt�� �EAL�/E I� RISER -Da�c SHOGK A�����ER 7. IT I� THE CONIRACTOR'S RESPONSIBILITY T� f'ERF��M FiiS/HE� ��F2K IN CONFORPAANCE WITH ALL APPUCABLE � W � � .................____....._.__....�.�..�.................�....._..__._.�__.._._._..__..____.__.__..___._..__._�__�___...._______.._._.....___.._�__ ; ....._.,.._.,...,.,_.._.,..._...,........�..�....._,.....�......_...._.....�._.._._.._.m..........,_�,,...�......_..�.._..:._.._...._�____.. � _._ ._.._ .._.......�......_._......_..........,..,.�._......,.....,.,,..._...,_..._.�___._,.._�.._._,.._,___..__.,_,_,__._._._. � cv -- DOtv�ESTIC HOT WATER = - (�ATE �f� �LO�E VALVE IN RISER � `� ~~ FLOW SVdIT�H C�D:S, ORDINANCES AND UFE SAFETY FEATIJRE� �A5 REt�UIRECD �Y L�CAL, STATE, OR NATIONAL AUTHORITIES. �. � HI T IF RAO�IFICAl10N OF HIS HER WORK IS REQUIRED FOR � FY WITH TH ARC TE� ; , _�.. ..............__�.._..._.�.._...........__.___..._....._...................................... T R HA L VERI E s �.._._......_......._...........................______.__._._.___.____.__.___:..._.._.........._.................,:._..__.....,....._.........,. , ..,.,.._._.._.....,...........,.................,..,,......._......_,,.,..__..___......._.___.__._____..._.,_,�...__.__,___;__..._..;_,.._._____.______.__._._..__ , ......�...................................... ....... . THECONTRAC 0 S L / � 40°-- DOMESIIC HOT WATER (TEI�P. SH(31NId} ; ,. D�AfIV �ALVE tN/ FiOSE END � � HOSE �IBQ COM'�IANCE. � W -I � � ..........................___..�....__..._....__._...._.:.�..............................._.__..._._.___,__._.�..__._.__..._.....___._.._.,.,_,�,� .,__._,�._...m,_..._._._..,._.�,_..:__._,__.._._.._,...,_._._...__._._...,_...__..,...__.____..___........_�_.....___.._.._................_..... ..,._......_...,.___,...._.__.____.___._»_.__._._____..__�..._.._,...._...._......._..._.....,...........�................_.�...........,.,..,.�..�._. �- HOT WATER CIRCULATIOkV 1°EMPERATl1RE C�NTROL VA�`JE 3 w$H WALL Hl'�RAh!`T 8. AI�L WORK OF ALL TRADES MUST BE IN STRICI' �OMF�I.IANCE, �R EXCEED THE MINIMUM MATERI�lL AND METHOD � � � --- � ; ...................................................._..___..___...___..._________;_______._. ......................... .___.�.`h`________,__,________,.,_.,...___._.._____.,_..,......_,. �, .._...__._____...___.__......_......_.......:........_.�.._..._...__..__..._.___.__._.__.___......_....._............_..,......_._.._.. .__...,_,__.,.,.___....._._...._..._...__....._..._........_..................._.........._.........._............__............:........ ; REQ�IREMENTS OF THE 2009 INTERNAl10NAL �UILDINGo F�1ECHANICAL, f'LlJ1�ABIiVG� FIRE AND 2008 NATIONAL � V � •MA- MEDICP,� AIR PIPE �FI��w HIGH F��ESSURE STEAPA SUPP�Y � STEAM TRAf� , �•-� ........___._.._____--_____.___.__.�...................._�...,.......�.._..__...__._..__.___�.._._._.__:�;�.___,_._�_._...__.,......,.. ; ._._._,._......__,�.._.._._...._._____.._.,.,___.__......,__.;.,._.__.,_,.,....._....._...___...._.__.__.,.......__.__._..__......_......._.........._... : . �..._.....�....,.......__.._.____._._._._._.�__.__.__._._..,...._...._,.,..._..,._................................................__...._.......,.. ELECfRICAL CODES, MOST CURRENT NFPA, ,4LL L�C�L ORDINANCES AND A�IENDMENTS AND MANUFACTIJRER S .......... �' � - - OXYGEN PIPE sHP�- Fi9�M F'RESSl1RE STEAM RETURN FT-FL��T �c TF�lERM�S°fAl1C INST�LLATIdN RECOMMENDATIONS. IF A CONFLlCI' �ETVVEEh! TFi��E PlJ6LE�ATIONS EXISTS, �NE MOST STRINGEiVT � � � u Oa : I T SHALL APP�Y. � RE IREMEN � �__,__.___,.__ _.................................................... (� X .._...................................__..___.___._.__....__._...__.___�..._.._......_......_......_............. .._...._........................ .,. . ._.....�.,....... .,.._,._._.__..,,.__,_...._„_�______,_,.__.______ ______._______..__...__.._�_.._____.__..__..._.....__._ ..............._...._... . _..._....._.................. .... .... � � �y ........ ,._..�. ._..�,. .___._ ..._. ........ ....._. _,._,._. j -N- NITROGEN PIPE �L��� L�� f�F2ESStlRE STEAM4 SUPPLY TD-THERM�L��IAh�IC v"� � � _ : __ _..___�_,,,.,._.,�__..,._._�_�_..___�___.____... Y , . . . __._ _ _ __.............__.____,._... _�.�._________�______._...__......_..._�.�...._....._..._..........................,.,...... . IOR TO A CEPTANCE B -o ..................................:......................�._..._______._._.;___.._.,.___..__.__.______________._.____.__..._.._.._.:...,..__..__.__._.___..�...; , .......�...._........._,�._......_.....,......,.........,....,_...............�.....,...........�........ ............. .. , 9. SYSEMS SHALL BE COMPLETE, OPERA�LE, A�1� �EA�Y F�R ��td116dU�lJS OPERATION PR C � � �Nap� NITROUS OXIDE PlPE -L��e L��tP PE�ESSI�RE STEA�i RETIJRiV IB-INVEFdTE� �IICKEI' THE OWNER. � � i , ,,,,,,,,,,,,,,,,,_„_...,__,.,.,._.,_,._.,�___.....,.....,........................................ v ............................ „__._,_,,,_,_°°...,...........................,.....,......�......,,,..,......_...,,,...,,,.,.,�_._..,._,.,��.,.._ ,...._,_..._....._.,..._...,.._....._,.____,.,.......,._.__...._,.._.,�.._...._,____,___,. _....,_.,._.,,,_,_.._,.,__..,_..__....._.._.._._.,.._._......... .....................................,.....,.........,. . .,__._ ,.___.,. ,,,,,,,. ._....... � � � 10. TEMtORARY HEAT SHALL BE FURNISHED BY 1°FiE �ENER�4L C�h9TRA�TOR. USE OF THE PERMANENT HEATING � °� , ���TVVC�F�� >V�V{�OLS SYSEM WIL� NQT BE ALLOWED. � �' �p�g FIRE/SMOKE DAMPER ; RETIJ�PJ/EX�iF�4lST DUCT DOtNN ; � SUPPLY REGI�T�� 11. PR�/IDE 4" HIGH CONCREIE EQUIPMEN7 P/k�� QEiVEAI�-! FL0�6� MC}UN1ED MECHANICAL EQUIPMENT, IN ADDITION _................................................................................................:....................._...._........................_......__. ; ................,......................_.................,...................�._...�............._............_..._..___..._....._._,..�._._.___._._._.__._.._.__.... : _.._._._.___._.____._..._..__.._..................,...................,.....,.._................,..........,....... ......... .__._.:_...... ED �Y THE MANUFACTURER. c , TO �NY BASE ASSEMBLIES REQUIRED OR REGOMRAEND .� ; ; � � � FIRE DAMPER TURNIN� V�6VES SNOVJI�! fPd 90 ELBOW. , � RETURN ,41� �� EXHAUSl' AI� REGISTER. : .:.............................._�.___�_._____......................._......................:_.:.,......_.......___.._....�_.........._<.._..�..._....�.___. ; __._._....._____......_.____......,....:...___...._._..._.__..._..._.....�.__...._..._.........._......_�..__..............__..._..._........:._.«..,......._.. ; .........,_.....................,............._..._...._..___.____...�...._._.�.._�..._.:___.......____�.........�.._......�..�._......................_....... TH TRAF' PRIMERS. PROVIDE �� DUCT�I'HRU�R�Q�. ROOF 4N/ ; t�,__ MANU�L �ALP,NCING DAMPER = ...-- SUPPLY DIFF�JSER• ARR0INS 12 R D ALL F1.00R D AINS CONNECTE TO THE SEWER �Y�1EPA SHALL �E E�UIPPED iM T LD WATER PIPING ADJACENT TO INDICATE DIRECTI(�N OF ThIRQiN TRA� PRIMER S WITH BACKFLOW PREVEI�TERS AN� COiVNECT' T� Tf-�E NEARES CO ............................._._._,..._.._.__._......._...................._......___._..._....__..____..____._.._..___.._...._..:........_...........�:.,.._. ; ,___._._.,...,.....,_...�_....�_...._,._..�...�.___.�__.__.._�........_......__....._..__._...._.,.._......_........_.........,....._..................._....... s ....................................,............._......._...__�._......._..._____._�_....�...�._._..._._�...............�.._..........._...._................... , � Q SMOKE DETECTOR ; �W- l���QRIZEC7 [7,4A�PER : �-�+O DOOR GRILLE A FIUSHING FIXTURE. INSTALL IN ACCORDANCE WITF6 MANUFACTU�ER S REGOMMENDATIONS. � . ............................................................................_____.____._._.__....__.._._......._.__,...__.........__.........,.......,...,...._... .�.........:_.....,..,.......,............__...._......_....__.......__,_.__.._..__.._._._._._.___..........____..___...____._.._.._.____....;____._._�---- ..._...---�----.._..._....__..._._..__......_..,.,._�._._._._......._.......�,.......,....,._.:....._.__......�.__..,.._..._._........_.....__.._....__..._.. °o Tc TEMPERATURE CQMTROLLER �-- �,4Cl4 �R�FT D�4NiPER � SECTION T�iRIJ �llPt'L�' AIR L�l1C'f. 13, SEE ARCHITECTURAL REF�ECTED CEILING PLAN ��� ALL CEILiIVG O�ENETR�4TIQNS AN� AIR DEVICE LOCATIONS. 't . . . . . . . ............................................„,,.._,.._,..,.,.....,...,._,._.�,«,_._.._....._._.....�._......_...........,..,,....,...,.....,.,..,.,.....,.,.�.,_ `. ,....,....,,,.,,,...,.,....,...,,...,,,,...�,....,.,........,,...,_._,.:.„......___..._....._._......,_._,_,.�_.,.,.„..,.„.........._......,....�._...�..._.... : _......................._._,...:........,,.,,..,.�..,......,,.,....,........,.,...,........,......,........._.._,...__�,,.�..,_.�_.....__.;_...;...__..__«.__.._,.,.. . . �:...� . .,.. „ .I �t'; ... . .. . � �� ACCESS PANEL ' �- AIR E?CTRA�TOR = SECTIOM1I TFi�2U �IJTSIDE AIR, �ETURN 14. COOtDINATE ,4RCHITECTURAL, STRUCTURA�, tJECHe4NICe4L. FIRE PRC31'ECT'I�IV, ELECTRICAL, LANDSCAPING, AND ���'��&��� ��� ������ ur� ; ; � AIR� AR EXhIAU�T DUCT w.s �A ��� ,;, ,��.�` ':�; ,�h., ;�, �. ;_, f� � �� � � . .. . . . ... . ... __. ....................___ , .........-------..._........_.----...._..�......_..._._...._M....�..........._.....................�...............,.......__........_.�._...____.....___._._. .� r , _______________________......._......._:........_.....___..__.___...__._.__.____..________..._____.__...._...__.__._....._......_._......._.�..�.........._.. ; .....:,....._...__.....,... ... . ... . . ..... . . . ...... lNTEtIOR DESIGN DRAIMNGS PRIOR TO iNSTALLATl�N. �,���,���� �„ �� � � �� �:, ����� � t w � z � ,� o I��IC�' S1��� A�2� ��1.1fT�1D'� SH���' � � � � SUPP�Y DU�T DOWN �� �'��°°.'s,�'�� ���"'���„'°�'� METAL �A/I�°fFixDEPTH ; ; ;. �...._.__.................................................................................:...:........._.._.........._._...,.�_._ : .,...,....,,.,........_..�...........,...,...,..�...(................._..............._...._.__�._.____..____..__.._____._._.___._._.__�._..__.__._.._....__..... ._._................................._..........,.,.,.............................,.................�..�........�..:......�......_........�_..__,_.._....__.__.._.... . cv .......................... . , � 15. CAR.FULLY VERIFY E�ECTRICAL SERVICE VOL�A�E e4P1� F'hIr4SE s4�AILA�I.Ee ��; �m�"��'�� ��°�� , �''�Y`�.�" � ; ' � � � � . � i/ . . . . . . . . . . . .. . . . � . . . � . . . � . . � � . . � . . . . . . . � . . . � . . B � . . . . . �w.#,���,S�F� �-:w.�c..v�:.-:m:a._ae.c. o S� LE L,I�IE� ��J LE LINE DUCTWOI�K SYI�IIBC)LS 16. MOWT ALL STATS AT 48" A.F.F. IN "ACCESSIBLE" AREAS, 4�" P�oF,�. IN OTHER AREAS, UtVLESS NOTED °��` ����"�'�_'������f�' Q OTH:RWISE. COORDINATE LOCATION WI ALL FINI�H, AN TO ,41l01 CASEWORK, FURNITURE, DOOR SWINGS, � � � ' _ v � �'m a� ��.�.-.er.,��,m_m4_F_ :�,,�_��--���--�.�._��_ SINGLE LINE ��l1�LE LiNE SINGLE LINE �Ol1�LE LIhl� HEA' SOURCES, ANQ EXTERIOR WALLS. NOTIFY ENGINEEf� �F ANY C4NFLIGTS PRIOR TO BEGINNING THERMOSTAT ....................�:_....._.............................._......._......._._..._............__....:...................__..____..____....__...._.__._._._..._._.._..__..................__._._.._.._.____..._._._._...___..............._..._...._.... .......................__............................................._................._.......,..,._,...._.._..,.._......_.__...._.�.._�.�_..._._.�_._..........�.�_.�_..._........._........_.......................,................................,..... a. .: c� � ....... W ... INSI4LLATION. �.�`Po����. �_x����.� _.�_ -.���=.R�,�,. �,-..� ..� ,� _ _ j ' (�Ol1�DD� 90° RADIUS EL � . 17. PRO/IDE �„ GALVANIZED MESH SCREEN ON ALL �0 USTIQ P�I t1GTa �R OPENINGS, AND ALL OPEN END ; U T DUCTS. . ...... .� .... ......... RET1RN AND EXHA S ;' -a _ . _ _ . _ �.... . .. . ..._...... . .. .................�..................,.........................._..._._..__._..____..._.___.____....._�......_.._......�............._._.....::.._.._..,_..............�......,................,... 0 ......................................................:.........................�.__:___..._.___.___..____._;_.__.._.._..................._......._......._..............,...._,...................._._............_._..__....._...�.................. ........ . ............ .. . � . � �f�• TEE �R�UIV�} °� ,� 90' ELBOW W/TURNifVG �Aql��� 18. ALL DUCTWORK DIMENSIONS ARE OUTSIDE SHEEI' ME�°�4L �IMEtV�ION�. �UGT �INER HAS BEEIV ACCOUNTED FOR ' � � (RECTANGULAR) IN �CTANGULAR DUCTWORK. � ................�...__.......:.........._.._.__...___..______....__.._..._....._......_..:..._....:...........................................................:........_.....,,.....,......,...............,,.........._......_.....:.,._.__.,......_.._...�._. ______�_._...______..______..__.....__..____....._..__...._....._....__.....__.___.._._.................._...._�......._............................_......................._,......................................_._.._........._._._.__....._�......._.. �� 19. REFIR TO PLUMBING FIXTl1RE CONNEGTIONS �CHEDIJLE F0� PiPE SIZES 7C� INDIVIDUAL PLUMBING FIXTURES. m 45` CONICAL �'V�tE (�C�lJIVQ} 45' RADIUS EL�01Mo 2 CONSTRUGTION 02.18.2011 >, 20< PRO/IDE SHOCK ARRESTERS AT ALL DOME�TIC H�1' �N� COL� lWATER B6�ANCHES SERVING FIXTURES AND ' � ........................................_......_....:...:......._................._m..._......�._......._..._.._..._..._.....___..._._._..._,.,_._.__..,__...._.___.....n.._......�...................._.............:..._........_......:............. ....................._.........,...............:.........,.......__...._...._._...:....._....._._._.....__..............._....._m.......___.,._.___...____...__.�...�......__..._..:.._�_..............,...........,...............,.,......,..................... : o EQUPMENT WITH QUICK CLOSING VALVES. SUCH FIXTURES AND EQUIPMENT INCLUQES FLUSH VALVE WATER ISS.# DESCRIPTION DATE •�� � CLO�ETS, DISHWASHERS, ICE MACHINES, AN� CLOTNE� WASHERS. SHOCK �4RRESTERS SHALL BE 'CONSTRUCTED ��` CONICAL �E 45' ELBOW (RECTANGIJLAR) dtllTF A PISTON IN A SEALEQ COPPER TUBE CHAM�ER, AND �PPROVEQ FOR INSTALLATIQN WITHIN WALLS Q ARCHITECT S PROJECT N0.: 21�64.04 ................................_......_.._..............._........._........:..................._........_,_._.__.,.._..............__..._...,_:,,_._..._.._......,._........._�._.___..._.........�,:...._.._....._..._......_............._........_.... ........_........_._........_.......�.._........_......................_..........._......_._.._.__._._.__.__.__._............�...,...,..._....__�__..._.._,.._.«...�.�_.�__�_::_......_.........:....._.....:.............,........,._.................._.:..... �ELL(3lNS °fYE'E NOT ACCEPTABLE. VVITFOUT ACCESS PANELS. SIOUX CHIEF �R �f�Ul�/ALE�lT. ° DUCT SPLiT �� DUCT RISE SYM�OL �� 21. PRO/IDE EXPANSION JOINTS OR LOOPS ON e4LL �fV01NRRELI' f4fVL1 HEATIt�G WATER PIPING RUNS IN EXCESS OF 5d � � FEE' AND IN ACCORDANCE WITH THE MANUFACI�IRER'S RECQMMENDAl101VS. � ........................................................................................�..____.__....____...._____._______...._.............__...,_.__...._,_.___.�__..._.._..__�...__......_..._..,.._.:..._....._._..._.....:...,_..............._..:.......,... ......................__................__........._.._...__...:._.._.._....__.___.____.______._.._....._.__._______.___._______.._........:__._.__..__,....__.....,...............,................................._........:.�_...__._.__.._�_._�____.___________. � � FL �11�1° -� DUCT DROP SYM��L ��°"" 22. FILLHEATING WATER SYSTEM WITH 30% �'ROPI'LEhlE �LY��LjYV�TEF2 SOLUTION. FILL SNOWPAELT SYSTEM WITH �- � RFl�x F�x 5Q%PROPYLENE GLYCOL/WATER SOLUTION. ; � ...... ..................................................�__....,._.�____. +, ..........................................�.............................___.._.._____.._._.___...___..____.._..........__...._._._.._..................�................._„_..._...._............_.._.........._._.._._._._......__....._.....�............. ..............................................._..,................_..__....___.._._______....__....__..__..._____..._____._...._..._.�._.._...............................,...,...... ... ., . � � � 23. GR�E AND VALVE ALL HEATING AND SNOWA�EL°f VdATER PIPING N�Tf-9 3/4" HOSE END VALVES T0 PERMI7 " � �-p{�-� SIZE �F� SHA�� T�2AN�ITI�R6 COA�PLETE DRAINAGE QF THE SYSTEM. VE�l1' ALL HOGH P�IfVI'� IN EQUIPMENT ROOMS AS NECESSARY WITH �' AUnMATIC AIR VENTS PIPED TO CONVENIEtdT LiR�lN. �LL HIGH PC5INTS IN SYSTEM OUTSIDE OF EQUIPMENT c .................................................:......................................................_.._..._�............,_._..__._......._..._.......:............_...........�...........__.»........,._,.._,....._._..............._.....,,....._._._.... ..._.__.....,.._._...._.......__..............._.._.....__.._.............:._...:__......__......_.._................._,...:....:,.:.......____..__........�_..:.:.....�..........._._..,.....,__..................................�............._........... v ROOAS WITH COMBINATION AUTOMATIC/MANl16�L ,46R VENTS �� REQtlIRED 1'0 RELIEVE AIR IN THE SYSTEM. �' F���T��i� ���I��CTI�I�I ���'I���L� 24. FORINFORMATION: DESIGN IN�fENT IS FOR C�45T IRO� PIPItJG l'� �E UTILIZED FOR A�� ABOVE GRADE SANITARY c WASE SYSTEMS FOR ACOUSTICAL PURPOSESo ALTEf2iVAT9VE MATERIALS VMILL NOT BE Al.LOYVED. ` o FiXTURE li�il �1N lNASTE `�/EtJT FIXTURE FI1� CVV WAS°fE VENT ~ 25. FOR INFORMATION: DESIGN INTENT DOES N01' IN�LUDE FIRE D�MPEF�� AT FLOOR DIFFUSERS SERVING THE THIR[3 � W,4TER CLOSET ( FLUSH VALVE ) °- 1p' 4" 2" DRINKING FOUNTAIN / E.W.C. � �i°' 11�� 1�" LEVIL BASED UPON THE ARCHITECTURAL CODE AIV,4LYSi�. REFER TO THE �RCHITECTURAL CODE SHEET FOR � WATER CLOSET ( F�U�N TAM1iK ) - y�" q.>` 2" KI�`GHEN SINK W/ DISPOSER l�" �� 2" 1'fa" ADD110NAL INFORMATION. , Q URINAL ( BLOWOUT ) .� �so 299 1y�'° BATHTUB j SHOWER �'��a �,4" 2" 11�i� KEY P�/�� � URINAL WASHDOWN � �°�� 2" 1�a°' CLQTFiES WASHER ROUGH-W Y��, 9�a� 2" 1�a" � ��N,�,��7�� tt� � ����,__�.,� � ( ) �� �I � ' � � � � � o LAVATORY 1`z" �" 79��' 1Y�" DISHWASHER ROUGH-IN l�Z`° - 2" 11�" � � } Ya � � a, ro � � „ � � � ' MECHANICAL SERVICE SINK � Y� 3 2 �AR SINK � 1� 1�i 11� � MOP SERVICE BASIN �i'R �na �pe 2'� s � �k� � � ���� � COVER / ����.. EAUDIN SHEET -� 51ZES SHOWN ARE MINIMUM PIPE �IZES TO A �IfVGL� F9�Tli�Ea t�INIt�UM PiF'E SIZE TC} 2 OR MORE FIXTl1RES IS 3/4". ALL FIXTURE S LIaTTED :ARE h9�T iVECESSARILY � T.an�. ,. �,. �.. �N. , .. � ��� � USED ON THIS PROJECT. � , ����,, � -� �� � �j � � � � � q ����� E���� � ANZE � �� �o �,�.., m,,�.�.�������,. ..��.���.m.�. � Consulting Engineers, Inc. ' � m VaiL• (970) 949-6108 / P o e tRNo:8828.04 Lake Tahoe: (530) 550-7334 , Denver: (303) 278-3820 , (n Fort Collins: (970) 221-5691 Albuquerque: (505)323-9070 www.bece.com i , ;# � � , � � ... Y^ . � . . � . . . .. �. . . . . . . � � . � � . .. � . . � . . � .. . . . . . . . . . . . . . . . . . . . .. . . . .. .. . . . � { �L-_� ��M� � � i� H E T �° T I T • �,,�,"�':�� l�:�; �. � -�� +�,t ;Il l, �.�/}a f . � . .. . . . . . . . . ' <,����i��r/ ����+:�� . . j _. r �� ;l, ' �� p } ELE�TRI�AL /�BR �ONDII°I�NS HEAT RECOVERY DESIGN CON)ITIONS .' ,�� ,,��,'��';"���1 I � �=+�`'�= •. ;x : ESP (IN) WC OUTDOC?R �IR IRlDQOR AIR SU'PLY LAT FROST CONTR�L �AA�IUFACTURER* �� r� ►;��L��� „�'�"'}3� . �� AARK SERVICE TYPE ACCESSORIES REMARKS . ,�,,,�,� ,,{��'� ;;,_; : � ; F!� �lC�LT��H FAh9 �FM HF' C� SeL. C� ALT. SEASON pB ��F} W� (�F} �� (�F) RH (%) DW ('t) WB (•F) THRESHOLD PRE\/ENTION �c t���EL � . :��,�*,,�t�� ���, � �. .'F,�.: . ,� (OSA 'F) i�ETFiO� • •�j ��-�{,o� +� ��.�,�''`}�`s' , a • . , � Y�I`i����u��i�i���y��y��f• . . � �. FIfZST LEVEL HEAT �t16��LY 9�� �/� O.S 0.5 SUMMER �5 62 75 30 79 62 �,MERi�AtV AL�ES h6RV � �,�y'�1�,11�.��` .' ' I�V-1 RECQYERY 1�.� ���a�� 20 FP,N DEFRC}sT - - +W �1 RESTROORAS �ORE EXF9�U�T 900 1/2 Q.6 0.5 WINTER -2� -21 5 30 31 30 12�0 �F� PLUS . . ; � - . : . . � � �i THIRD HEp+T SUPPLY 700 1/4 0.6 d.5 SUMMER �5 62 75 3Q 79 62 ? {-aV-2 LEVEL RECO!/ERY �.1 125�/°1 20 FAN DEFR�S�' AMERICAN P,LDES FIRV _ _ , RESTRQOMIS C4RE EX4i�lJ�T 7�� i f 4 (�.6 �.5 WINTER �� -21 6� 30 33 32 1��� �F� copyright 2010 42q.� Arch itectu r� I nc. M�hIUFACTURERS: OWNER TOWN OF VAII. DEPARTMENT OF PUBLIC WORKS � COOK. RENEWAIRE, GREENHEC4t 1309 ELKHORN DRIVE G[NERAL NOTES: ; VAIL,CO 81632 A: t:970.479.2158 ; �: ARCHITECT 4240 ARCHITECTURE WC 3003 LARIMER STFiEET DENVEF3,CO 80205 �0-1� �l.!�L �� �l.J L� (� I �B����� 6�G����/� ���L�I V G> t:303.292.3388 f:303.292.3113 a CIVIL ALPWE ENGWEERING ING. ? ' ENGINEER , 34510 U.S.6 UNIT A9 F�IV C���+$��a ��.}�� ��TING C��� EDWARDS�CO8f632 = ESP ELEGTRICAL AIR ��N�ITIC?RIS AIR CONDITIONS WATER CONDITIONS ���y�FACTURER* t:s�o.s2s.ss�s f:s�o-s2s-3sso MARK SERi�IC� T`tPE Qo�a�. E.A.T. L.A.T, MAX.WTR FILTER ACCESSORIES REMARKS SURVEYOR PEAK LAND CONSUI.TING,ir�c. ; ' �FM CFM t� S.L. C� ALT ��, VOLT� DB/W� D�/W� T"�TAL SENSI�LE E.AeT. �.A.T. SENSBLE E.W.T. L.W.T. GPM P.�e � M�DE�. � i000�ioNSRi�GE�ooP � (IN 1N�) �IN WC} PH (•F} (eF� M�Fi M�Fi L�B ('F} D� (°F) MBi ( F) C�F) (h-f.} 4 ' VAI�,CO 81675 ` t:970.476.8644 WAITIRlG �� hAAGIC AIRE 6-ROW HEATWG COIL, STRUCTURAL MARTIN/MARTIN,INC. _ FC°� A�� ��fdl���JTAL �a�Q� 1,8�0 �}.� C1.� 1 20�/3 �4/62 55/5� 4� 44 -16 90 16 140 110 12 1 Q � 1'.Aa H��-�� VFD NAL SYSTEM S.A. MUST ENGIfVEER 12499 WEST COLFAX AVE. ` , OT EXCEED 1,990 CFPA �AKEWOOD,CO 80215 ,� t:303.431.6100 FC°�2 VRD IN1,4� i���l'4�,AL 1,��t} ��f} 1.t3 0.9 1-9/2 208/3 79/62 52��1 �4' 3� 4�} 9f3 66 14 125 9 1 a " °�.�. ���iG AIRE �F� - MEP BEAUDIN GANZE CONSULTING �' ' �1/�-i� : ENGINEER ENGINEERS,ING ii 222 CHAPEL P�ACE t l�RD m MAGI� �IRE UNIT AG201 FC-3 VE�TiCAL 1,��Ci 6�(? �.9 Q.� 1 208/3 80/62 51/�C} �� �6 36 9t� �8 14 125 11 9 5 ToAo VF� - � ' E�0-Fl1N �VE-20 AVON,CO 81620 t:970.949.6108 �C,�� �`JENT ��������-�L 1�9�0 1,�70 1,� �09 ' 1 208/3 81/62 55�52 �F;� 41 7 90 13! 140 11 Q 10 10 4 �" �`.p,. ���IC AIRE VF� NAL SYSTEM S.A. MUST LANDSCAPE MARY HART DESIGN SPACE FiB�-3A OT EXGEED 9,990 CFM ARGHITECT POST OFFICE BOX 8528 . BRECKENRIDGE,CO 80424 , t:970.389.3583 NIANUFACTURERSa : * hRCQUP,Ya YF�a�PJE GENERAL IVOTES: �i: �: MI�C�LLAIoIEOIJS MECI°I�aI�II�AL E �11PIVIEflIT° ��F-#E�I.LE E�C9°IAIJST' =AN ��i-IEDULIE I� � � � � w ELECTRICAL FARI SOlJND POWER �dB re. 1)-12 WATTj MOl"(�F� � � � . MANUFACTURER* ESP t�ANIJFr4C1°U�ER* Q � � MARK SERVICE TYPE` CAPACITY VOLT/ ACCESSORIES REMiAF�FCS ACGESSORIES REMARKS �' HP � NiQDEL # MARK TYPE HP/ V�L.T/ �A� - PH ' CFM SONES � SeL. C� ALT 63 125 25� 500 100(} 2000 4000 �000 (WAI�') F'HA�E � N{(�DEL � � I�I � - GF-9 BUILQlNG GLYCOL 6 GAL 50W 120j1 AXIOM IiVD. L�W F'RESSU�E _ �IN WC� �IN 1N�� F4Z HZ HZ HZ HZ HZ HZ HZ � � � HTG. FEEDER M�2q� AIARM PANEL EF-1 CEiLi�IG 30� 4.0 0.6 �.5 �4 6� 60 54 4�� 43 43 41 95 Vd 12�/1 ��(�� ��-7�� GRILLE. FSC. MECH ROOM � � � ISOLATQRS � � � GRILLE� FSC� � MANUFACTURERS: EF-� �EILIIVG 1,400 5.6 0.5 Q.4 64 6� 67 60 55 50 44 37 1/2 12�/1 �Q�i{ G�°-1d}�0 ISQLATORS ELEVATOR MAGHINE ROOM � � � * � x GENERAL. NOTES: EF-� CEELiI�G 300 4.� 0.6 Q.� �4� 6� 60 54 4S 43 43 41 95 t�► 1�� 1 �p(�}� ��-72g GRIL�E, FSC, CATERER'S PANTRY � � /�' x q: / ISOLATORS � � I g; �, � � " _ ' GRILLE� FSC, � � EF��4 �EILi�iG 1 JQ 3.1 0.4 �.� �� 55 �4 53 47 46 42 37 48 VV �2Q/� ��7(�K r�-�16� ISOLATORS IfVDIVIDUAL RESTROOPAS � � o � � N !' � V!/A1"ER HEA�ER S��IE�l1LE ELECT�I� - i STORAGE WATER ELECTRICAI. MARK TYPE CAPACITY TEMP. 6N�Nl1F��TUf�ER* �9�1t�UFA�TURERS: ° KW VOLT� gC 6�OL�EL � AC�ESSCARiES REMARKS � G�EE�H�CK, PANASONIG, PENN ' (�AL.) �isE C'F) PH m��������� �� ������ �ENER,4L N�TES. � ��.�. � �r� r��° ,� � r ,4: ��;,����""����s � � _ �� t � ,� ���_.��..� � � �,�. �.� � .�,� w. - WH-1 HOST SKI � gp 2 120/1 RH�E� - a �,�����°��`��,��.*d.����:,w���°� � RESTROOM �IVP6� � ����g.Y=,�=ra._ . `� ' �.�� ��.-mt���_.. __�____��. X ���� f-y� AIF COOLED CONDEN�SIN (JR11T �GHEC�IJLE �� z.��.�.��� . � Tyy�n v ,_w} sz_�=,.� ,. ,� ������, =.w. .n��. �_ ._�.��.� , � MANUFACTURERS: _.._. ,�r�rvA ,_ � * A.O. SMITH, RUUD OR STATE EQUIVALENT �LTITUDE COIL " MAl"�HE� AMBENT ��W AMB. ,� GENERAL NOTES: �UTY MANl1FACTURER m �: MARK SYST'EM CAPACITY TENP. CONTROL MCA VOLT/ M��� �c M(3DEL � �CCESSORIES REMARKS , � �: C(�MP�NEf�T (TONS} �� ( F) ("F) PH a� � � LOW APABIENT CONTROL : ' � ClJ-1 FC-1 4� �i -20 21.5 208/3 30 ����s�� WINTER START CONTROL, - 4 ADDENDUM 2 03.02.2011 p^�` p g� ��H����� CRANKCASE HEATER 3 ADDENDUM 1 02.18.2011 ; , � �..d 6��f� ��t����L� 2 CONSTRUCTION 02.18.2011 , � G�RRIER LOW AMBIENT CONTROL, � ' � �U-� FC�2 3 6 -20 17.9 208/3 �� WINTER START CONTROL, - , ,= HEATING CAPACIT�° �URNER �8��R��'� - ISS.# DESCRIPTION DATE CRANKCASE HEATER i a �OILER FUEL INPUT L.V�e�°. EoW.T. VENT MANUFACTURER* ��CE�iORI�S REMPbRK� �OW AMBIENT CONTROL � MARK SERVICE OUTPUT I�INIP�l1M VOLT 1t �- � ARCHITECTS PROJECT N0.: 21064.04 �- TYPE Tl'PE � S.L. F F l T`PPE & MODEL ��R��ER _ ' C� � �� � HP 7t �U-� FG-�3 4 �i -20 21.5 20�/� �� WINTER START CONTROL, Q C� ALT. A.F.Il.E. pH ��t����s� N �MBH� CRANKCASE HEATER � BUILDING LOW AMBIENT CONTROL� NATURAL TRIANGLE TU�E A�IG� C�RRIER � B-1 SPRCE CONDEN. 399 250 94� 14� 110 15A �aa/� P!/C - �11-�4� F��4 4 �i -20 21.5 208/3 ,�� WINTER START CONTROL, - � HTG. GAS SOLO 399 F1Elf7l�AL�ZATlQN K0T .3�N�R-6� CRANKCASE HEATER N LC3 I NATURAL AL�29- FATTERSON KELLEI' ACi�? ; � B-2 SNOWMELT CONDEN. 3.00Q 1,975 94% 13� 900 20�4 20�/3 - �, GPeS A,� M�CH C30pQ NEUTRALIZAl'IQN ICI� s� - � N9ANl1FAG1"URERS: � Q � McQUAY� TRANE� YORK ; a �EBVER,4L N�TES: � c� MAIVUFACTURERS: e4: C�,RA�ITY �TATED IfV TONS IS AT P�OJECT ALTITUDE i °� * BUQERUS, VIESSMAN �: i � GENERAL NOTES: � � '�: � � � 1..� � � � KEY PLAN ;� � � e: � ��� �. � �o�� � � 0 � `� � 1/�lL MECHANICAL i _ SCHEDUL.ES g � �EAUDIN g ' _ a � ' �''°�. � �j ANZE � ; �, Consulting Engineers, Inc � � _ / Lake Tahoe: (530) 550-7334 . � I � Vail: (970) 949-6108 COPYRtGHT2Q1Q � C� Denver: (303) 278-3820 P�o�eCt No:8828.04 f , . Fort Collins (970) 221-5691 � , Albuquerque: (505)323-9070 www.bece.com _.._ ��,.' . . /��,. . � . . . � � � . . � � � � .. � � � � � . � � . . . .. . . . . . .. � . � . � . � . . . . . . . . . . . . . . � . . � . ' . � . . . . fe , . . . . . � � . � � . . . . . . � . . . . . . . . . . . � � . � . . . . . .. � . . . . . . . . , � � . . .... - I � �f ' . : I_ �� � . � � ,�l h ��±�'� . " ' ' . }�+���+t�H` li�����f+ � , =r s!� � ��, ��'� ' * l�l4X .� .{��� n,���� il+ ��� ' � �IANUFACTURER STORAGE � �, � SYMBO� USE PA17ERN FINISFi �e��ESiORIES REMI�(�KS E.W.1". L.W.T. PRESSURE FOULING 1�1/�R1l1FACTlJREF�* . I �;',"R��L'��(�„r � �$"+"�_ �'. & MQDEL � MARK SERVICE TYPE �{�E GPM FLl11D . CAPACITY ACGESSORIE� REMARKS . , �,� � ,4,� �; ; . (°F} ( F} CROP FACTOR �c Mif�DEL � . ���, �.�.L��1 '�, - . CEILING FRA�4E TY�E C� 43' �SI� �GAL.� .'. `��+�".+i*�'��""l"��� `��s.*'Faw{�� • � SUPPLY/ LINEAR RE: ARGN KRUEGER 9�00 C},E.D. �EFLECTIORi, 1 f�" BARS. 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DEFLECTION, 1/�" ��R�, A� SUPPLY 1 f4„ SPACI�IG � �: OWNER TOWN OF VAIL DEPAFiTMENT OF PUBLIC WORKS a �E NOT USED ; 1309 ELKHORN DRIVE ��� I �C� IINV ���� �Jl.������� (���R� I�� VAIL,C081632 Y t:970.479.2158 ; ; SIDEWAL� � RECURN LINEAR RE: AR�F� KRUEGER S�0 - SURFA�E PA�UI�T ARCHITECT 4240 ARCHITECTURE INC eoi� AER �ONDITIONS WATER CONDITIONS CC31L. soos�,RiME�sTREET OSA/EXH RUSKIN MAI�IUFA�Tl1RER'� DENVER,C080205 OG STATIQNARY RE: ARCFi - � MARK SERVI�E T�(PE �FN1 MAX. I�AX. ACCESSORIES REMARKS t:303.292:3388 f:343.292.3113 �ouVER E�F6375Dx E°AoT. L.A.T. E.�4.T. 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DEFLECTION,' 1 j�°' �ARSa 1000 LIONSRIDGE LOOP ' 1/4" SPACING ` VAI�,CO 81675 ; DC-2 HRV-2 IN DIJ�l' �0� 33 6Q 140 10 20 1.5 10 S B�,4TI�IV,AL ��ILS — — t:970.476.8644 STRUCTURAL MARTIN/MARTIN,INC, f ENGINEER 12499 WEST COLFAX AVE. 3 MANUFACTURERS: �aKEwoo�,Co so215 � t:303.431.6100 GRD METALAIRE, TITUS LQUVER GREENHECK, L&D MANUFACTURERS: MEP BEAUDIN GANZE CONSULTING � $ CARRIER, C0�lMERCIAL COIL, MCQUAY, TRANE ENGINEER ENGINEERS,INC. a ' GENERAL NOTES: GENERAL NOTES: 222 CHAPE�P�ACE : A' A: UNIT AC-201 ;i B: AVON,CO 81620 ;� , t:970.949.6108 {' , , R' c u cp �+ �q LANDSCAPE MARY HART DESIGM � t— LV��I�� FI������ �`�����L� ��I� �IV� �A���C� I�IEATG�I� a����L��L� C������I�� ARCHITECT POSTOFFICEBOX8528 ; BRECKENRIDGE,C0 80424 � HEATI�G COIL ELECTRICAL t:s�o.sas.s5ss f SYMBOL TYPE A.D.A. FINISH MANUFACTURER* F�UCET TRlM MFR.'� qCCES�O�IE� �E�A�F�K� REQ. 1�/AIER CONDITIONS M�NIlFAC�l9RER* & MODEL � �c PADEL � MARK TY'PE �FM SENSI�LE HP/ VOLT/ �c M�DEL � ACCESSO�IES REMARKS MBH E.iN.I'. 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ENGINEER 34510 U.S.6 UNIT A9 EDWARDS,C0 81632 ' t:970.926.3373 f:970-926-3390 SURVEYOR PEAK LAND CONSULTING,INC. 1000 LIONSRIDGE LQOP A � .� VAIL,CO 81675 t:970.476.8644 � STRUCTURAL MARTIrUMARTIN,WC. � ENGINEER 12499 WEST COLFAX AVE. � / 2.1 2�2 m 2.4� 2 a 5 2.6 2.7 e� 2 e 9 2.10 �. 11 2 B 12 �AKEw000,co$o�,5 � t t:303,431.6100 � � \ MEP BEAUDIN GANZE CONSULTING ` � ENGINEER . ENGINEERS,ING. / � i i i i i i i i i i i i 222 CHAPEL PLACE \\ f � I I UNIT AG201 ; i \ � / i i � i i i i i 7 i i i i AVON,CO 81620 . �_ � / t:970.949.6108 � � \. \ j -_`i_____---________- / CO NECT 12x6 S. . DUCT °(0 I LANDSCAPE MARY HART DE31GN ; \ ` SID WALL DIFFUSE� BOOT �AME ARCHITEGT POST OFFICE BOX 8528 �� i 1_^�-~, � � � �51Z AS DIFFUSER OCATE � � � � � BRECKENRIDGE;C0 80424 . , 14x1q KI CHEN GREASE XH DU'GT, WRAP EL� � � \ r; , I�ITN �I E WRAP PRODUC PER� } DIF USER HIGH 0 ALL. 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RV ,4SSEMBLY TO �,,�„� �Il�f � � �,r� 4 E L TI SUPPI.Y �REaSIlRE T� i�' �� F ��;,��,�► �'.'�'"►� � .5 PSI FOR BUILDING SER�lICE. 2o REFER TQ DIAGRAM O, SHEET M40Q FOR � �, � ��� '; = : =�I�i� �M�� �� ISLAND VENT DIAGRAM. � `d-�'��'!�5' � E�. ,;�� ' .� 2 REFER TQ CIVIL DRAWINGS F�R �T�f�MI PI('IN� . ����,�I� �r�� l�� �'F�{ _ � GONTINUATION. �. REFER TO DIAGRAM �. SHEET M4�00 TRAP . C ,t'���•wr .••,��`�4 . �'RIMER CONNEC110N. • ��'f�1�i�L+�1''�,�,1�''r� .' �3 4'�ST UP. q.. REFER TO DIAGRAM �, SHEET M400 FOR '. ����Wr- , LAV DF . �D O ST(OF} DOWNSPOUT NO2ZLE, Zl1R�! Z199 0� R�+DIRNT/SNOWMEIT MANIFOLD PIPING. EQUIVALENT. �AV 5. �LL PIPING f�OUTED IN THE EAST/WEST LA�1 � INSTALL WATTS LFMMV THERMCd�I'�4TIC MiXlhlG ClIRECTION TO BE INSTALLED TIGHT TO copyright 2010 V VE. SIZE TO MATCH HW PIPE SIZEQ �OTTOM OF STRUGTURAL CONCRETE 'TEES'. � FD 4 PIPING ROUTED IN THE NORTH/SOUTH 0 Architec�ure lnc. �c `� 6 4'-6" M NIMUM BURIAL DEf'TH. DIRECTION TO BE INSTALLED TIGHT TO � �� � �OTTOM OF STRUCTURAL SLAB. WITHIN �``�„� � �,► 7 IN 7AL� WH ABOVE LAVA�'�RY. REFER TO �OfVCRETE 'TEE' CAVITIES. QWNER TOWN OF VAIL •I� DIAGRAM �, SHEET M401 FOR ELEGTRI� � Fd � WATER HEATER INSTALLATIQN. PR00(I�E At�� f>o f�&��VIDE CLEANOUTS ON WASTE, V�NT AND DEPARTMENT OF PUBLIC WORKS LAV INSTALL WATTS �FMMV THERM(�ST`A,1'IC MIXIN� STORM PIPING AS REQUIRED BY CODE AND 1309 ELKHORN DRNE F� �� � VAI.VE AT LAV SUPPUES. SIZE TC} N9AT�ti HOK FOR REASONABLE MAINTENANCE BASED ON VAIL,CO 81632 �f� �, LAV � PIPE SIZE. AGTUAL FIELD INSTALLAl10N. t:970.479.2158 �N� �� � � �8 3'�ST TO ARCHITECTURA� DRAIfV PP,N ,4T 7. CQORDINATE ROUTING OF CONDENSATE ARCHITECT 4240 ARCHITECTURElNG �� � CEILING. REFER T0 ARCHITECTUft�L [3RAININ��. DRAIN LINES WiTH ARCHITECT PRIOR TO 3003 LARIMER STREET IfVSTALLATION. DENVER,CO 80205 �. PIPING ON EXTERIOR WALLS OR PRE-CAST t:303.292.3385 f:303.292.3113 ��� URN CQ�ICRETE WALLS TO BE ROUTED IN CIVIL ALPINE ENGINEERING INC. �' - FRAMED WALL ON IN7ERIOR OF ASSEMBLY. ENGINEER 34510U.S.6 UNIT A9 EDWARDS,CO 81632 9< ST PIPING ROUTED IN UNCONDITIONED t:970.926.3373 f:970-926-3390 FD � SPAGES (I.E. CEILING OF ELEVATOR L�4NDINGS) TO �E HEAT TRACED. REFER TO SURVEYOR PEAK LAND CONSULTING,INC. �'��d �������E� �IAGRAM �, SHEET M400 FOR HETA TAPE 1000 LIONSRIDGE LOOP Oi� �L�lVo iNSULATIO VAIL,CO 81675 t:970.476.8644 , STRUCTURAL MARTIWMARTIN,ING. ENGINEER 12499 WEST COLFAX AVE. LAKEWOOD,CO 80215 t:303.431.6100 ' �� I �� \9 L Y-"�C�L I� f�C�7Tl�C���� ENGINEER ENG NEE SA NC.CONSULTING ��� ���V� ���IVICTf�I� 222CHAPELPLACE /n AVON,CO 81620 �� 4 �CALE: t�ONE � t:970.949.6108 NOT IN CONTRACT. �} �} ++�� �� �e 1 . �a �a 4 �.5 2.� �.7 a� 2 0 9 2.� O 2.1 1 G a� G o� � LANDSCAPE MARY HART DESIGN \ 1 .� , � ARCHITECT POST OFFICE BOX 8528 � � BFiECKENRIDGE;CO 80424 \ � t:970.389.3583 � / � i � � � � � � � � � � I I � _ _ - \ 4"ST RI�R`� i� i i i i i i i i i i i i 8 \ / � I I X ' 7 ��\ P1 IT ROOM~ \ � /i i � � i i i i i i i i i � : X Ors� SKI QRAGE 129 � l/ ; ; x � P1 � �'��3 / i i � i i i i i i I i i i � J i � ., , HA�L � \\ �l � ; , ` � 132 '� � � � '� fl- � .., � � � � � i ' i i i i i i i . �..�..� I� � � c � ��. �� i � �� � PRQVDE ��" CW/HVd, ��1�! 9J Ti3 �`VA ER I -.. a \ . � ,.`l � � �o,V AVD 3,�W FOR S� � A�C� . 1 La°�l ClP. �Z"V UP. � � � , �., \ 0 ` iFUT4JlE t1SE. CAP W i . � � �� ., . �h � STU�IN VJALL. 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DRAIMN�a F�R �ONTItVUA�910N, � o REFER T0 A/M40� FOR DOM STIC . � � � I s - WATER ENTRY PIPING. REFE TO \ �-- ' �aa��' �1F'. E .� FIRE PROTECTION DRAWING FOR j ` p y^ ISS.# DESCRIPTION DATE i � �oi 4��0� 6eEa , �-�` � ��� �a��� � � ���� �. .; ARCHITECT'S PROJECT N0.: 21064.04 '� � � �� a� � a ��� ������� � ' Q CONIINUATIQN. / i �"aT' �'0 P�A�4�l. REFEF2 TO CIVIL ..--- ' � ���� ���� �"�'� �� �� � �" DRAWING� FDR CONTINUATIOhI. ' ' o a� �ae�`f °f0 MAIPI. REFER T� CIVIL �"a ry � e �� 3 � � 1 �2 „ , � �. ��- �"F�� �� ���L �. �`��<���`.����� �� 4 COMBINED FBRE D ESITC. REFER f � - D�A4�'livG� FC�� DR,4 P��� FOR CONTINUATION. � ; � TO CIV1L DRAWINGS OR CONTINUATION. � r .. -'' ��NTINl1AT�C3h9. ���Q����s ,,,,,..�:,�. _wv_ _� t��._ ���;��._..�:.�� � / PROVIDE WITH CURB' STOP VALVE � �Q��`. .), COORDINATE EXAGT ,--� __ . r , � OUTSIDE BUILDING � SU�AP LQCAI�N WITH ELEVAT01� , �.-- ' �����n���__� w,...�... # _�_�,. r�'`��_._ -_.�.. ; � If�STALLER �ID STRUCTURAL, °f11?. � x�� _ � a-' .,,������:�' � i / , �,__„�, _,. .., u�.� �� �_�:�—� �z�,.�,_ � 1 . / � , , � - � � �4 ST TO.,.I�d. REFER TO CiVIL ' PO v J �,��iI�GS FDR CON7INUATI�N. -� / ✓ ' �� � � � F- (�(� (� � � � l� 1� � � � a a� � A�� �. � ZD1� KEY PLAN � . , o '' J � L I LE�i�L 01 ���v� � ���� � PLUMBING - � sea��: �is��= ��-o° LEVEL 01 � �EAUDIN PLAN � � � �o �ANZE � � cL Consulting Engineers, Inc. ca m VaiL (970) 949-6108 COPYRIGHT 2010 _ ,,f Lake Tahoe: (530} 550-7334 project No:8828.04 � Denver. (303} 278-3820 Fort Coliins (970} 221-5691 ' Albuquerque: (505)323-9070 www.bece.com � — --—- — — .._.,.�.,... � ...._. . .�_. _ _ � _ : __. r"� �" . ' �A111�11{�pLy,� ± . ;�� L'���.�, �. j FLA� NOTE�, fV�T'E�. . �� �,, ,���, .��,�� f., +�,�,�.� �.�,�,��+; . ° 1 REFER TO CIVIL DRAIMNGS FOR DICK DRAIN 1. ROOF OVERFLOW �RAINA�E �TF�AI'E�Y 1'C� 7. PROVIQE CLEANOUTS ON WASTE, VENT AfVD , �"�,��`'� �, `���+�,�_ . �, � � 1 w � ;�.�, �I I 4 •�,��� . SPECIFICATION< BE DETERMINED. STQRM PIPING AS REQUIRED BY CODE AND �j � w.+�' F01� REASONABLE MAINTENANCE BASED ON {Ti �r f ���°�► �! . (�2 4°�T UP. 2. REFER T0 DIAGRAM .C)�. , �t �, SHEET M4C1CD ACTUAL FIELD INSTALLATION. . '",��;�i�,� `'�,�'!�,���j R'u.; ' `,�,'° FOR CLEANOUT DIA�RAA�S. . ;,��,;+', ,��..�4 ; • x +'l I� '�'r`. �� �� �ta` � �'��{ a°�i�t � • i � INST�0.LL WATTS LFMMV THERMOST�IIC MIXING �. COORDINATE ROUTING OF CONDENSATE ' I _�� •ti, .•`�'ti`�`.,,{ ,' �, �fALVE. SIZE TQ MATCH HW PIPE �IZE. 3. REFER TO QIAGRAM �, �FiEET M4t�t� F�� DRAIN LINES WITH ARCHITECT PRIOR TO , ����rj���'����;\�af` . ISLAND VENT DIAGRAR�. INSTALLATION. ' . ��lu+u'W�tU�uW�'� • � IN�1'ALL AT CHILDREN'S HEIGHT, {5 INDICATED . ' �Y ,4RCHITECT. 4. REFER 1'0 DIAGRAt� �, S61EET' M4Q� 1�AP 9. COORDINATE PIPING , _ , . PRIMER CONNECTlON. INSTALLATION/ELEVATIONS WITH ROOF 1NSULATION INSTALLATION TH THE EAST OF 5. REFER TO DIAGRAM �a SHEET A�40Q Ft3R GRID 2.7. RADIANT/SNOWMELT MANIF�LD PIPI6V�. copyright 2010 �0. PIPING ON EXTERIOR WALLS OR PRE-CAST p . 6. A�L PIPING ROUTED IfV T'NE EA�T/V��1' CONCRETE WALLS TO BE ROUTED IN �,4.� /'lrchit�cture Inc. DIRECTION TO BE INSTALLE� TIGHT T� FRAMED WALL ON INTERIOR OF ASSEMBLY. BOTTOM OF STRUGTIlRAL �ONCRETE °TEE�`. PIPING ROUTED IN 7NE N�RTF�I/S�U7Fi 11• ST PIPING ROUTED IN UNCONDITIONED OWNER TOWN OF VAIL DIRECTION TQ BE IN�T'ALLE� TIGH`f T� SPACES (I.E. CEILING OF ELEVATOR DEPARTMENT OF PUBLIC WORKS BOTTOM OF STRUCTUf�e4L 5L�4�, VYlTFII�1 LANDINGS) TO BE HEAT TRACED. REFER TO 1309 ELKHORN DRIVE ` CONCRETE 'TEE' CA�/ITIES. DI,4GRAM �, SHEET M400 FOR HEAT TAPE VAIL,CO 81632 INSULATION. t:970.4792158 ARCHITEGT 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER,CO 80205 t:303.292.3388 f:303292.3113 CIVIL ALPINE ENGINEERING INC. ENGINEER 34510 U.S.6 UNIT A9 EDWARDS,CO 81632 t:970.926.3373 f:970-926-3390 3URVEYOR PEAK LAND CONSULTING,INC. i 1000 LIONSRIDGE�OOP � VAIL,CO 81675 � � t:�70.476.8644 ; � B; STRUGTURAL MARTIrllMARTIN,INC. � ' ENGINEER 12499 WEST COLFAX AVE. � , ,� 2 0`I 2 e 2 2 e 3 2 a 4 2 0 5 2.6 2.7 . 2 a 9 2.`I O 2.11 2 m 12 2.13 �AKEw000,co 80215 ,, i \ �� � ! t:303.431.6100 � a � � '' � / � ENGINEER ENG NE�E SA NC.GONSULTING / ' � � ;' //� i i � i i � i i i i i i i 222 CHAPEL PLACE � �� UNIT AC-201 �, i AVON,CO 81620 \` � /// � / i i i i i � � � i i � i � t:970.949.6108 . . � r-----'-_�__ i � LANDSCAPE MARY HART DESIGN �'. ?�\ � / `'_--- -_ i i i i i i i i i i i i i ARCHITECT POST OFFICE BOX 8528 � ;` y � 5T �tP��VG !!V �ElLiNG � I I I I I BRECKENRIDGE,CO80424 � ; t:970.389.3583 \�.. � ,� A��VEs '`�. f i i i i i i i i i CW/ W/HWC )N. i i i i � / , \ , ( I � � ; . � ; \ 2»V N. , � �. \ ,; � �� ��,•.� � i i � i i i i i i i i i i \ � .� , /� , `f � ; , . , ) � \\.. 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REFER TO DIAGRAM O, SHEET M400 FOR ' . . . • ; ��3 PLAfVa lSLAND VENT DIAGRAM. ; f . . . . . . . . . . . � � . . . � . . . . �� � . . . . � . . � . . . . . � . . . . .� � T��F��� A�. REFER TO DI,4GRANi o SHEET M400 TRAP copyright 2010 i 2"°W DNa �OfJTINUED PRIMER CONIVECTION. � ' � � �� �L��. 5. REFER TO DIAGRAM �, SHEET Ni400 FOR ��o �►rch itectu re I nc. � F2ADIANT/SNOWMELT MANIFOLD PIPING. FS =. _ �. ALL PlPING ROUTED IN THE EAST/WEST OWNER TOWN OF VAIL ` UNDER�UUht°fER CDIRECTION TO BE INSTALLED TIGHT TO DEPARTMENT OF PUBLIC WORKS GREHSE Tf��Po �OTTOM OF STRUCTURAL CONCRETE 'TEES'. 1309 ELKHORN DRIVE PIPING ROUTED IN THE NORTH/SOUTH VAIL,CO 81632 ' DIRECTION TO BE WSTALLEQ TIGHT TO t:970.479.2158 �OTTOM OF STRUCTURAL SLAB, WITHW CONC(2ETE 'TEE� CAVITIES. ARCHITECT 4240 ARCHITECTURE ING 3003 LARIMER STREET 7. PROVIDE CLEANAUTS ON WASTE, VENT DENVER,CO 80205 � �'R 1� f"� 0\ �IT�� AND STORM PIPING AS REQUIRED BY CODE t:303.292.3388 f:303.292.3113 `� ������1 O AND FOR REASONABLE MAINTENANCE /� °� ` � °� �+/��/�Cp BASED ON ACTUAL FIELD INSTALLATION. CIVIL tkLPINE ENGINEERING ING. /� I ��V �� 1 I d7 V I V I C�l��� ENGINEER 34510 U.S.6 UNIT A9 �CALE: NaNE �. COORDINATE ROUTING OF CONDENSATE EDWARDS,CO 81632 DRAW LINES WITH ARCHITECT PRIOR TO t:970.926.3373 f:970-926-3390 INSTALLATIQM. SURVEYOR PEAK LAND COf�SULTWG,INC. 9. i�IPING dN EXTERIOR WALLS OR PRE—CAST 1000 LIONSRIDGE LOOP � � .� CONCRETE WALLS TO BE ROUTED IN VAIL,CO 81675 \ 3 FRAMED WAL� ON INTERIOR OF ASSEMBLY. t:970.476.8644 STRUCTURAL MARTIN/MARTIN,INC. 9 Q. TERMINATE I�LUMBING VENTS NOT LESS ENGINEER 12499 WEST COLFAX AVE. �� f �4� 2 e� �a� a �0 5 2.6 2.7 � 2.9 2. 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' ENGINEER 12499 WEST GOLFAX AVE. � R�UTE PI�ItVG TlGHT TO �lIIALL CONNEC� (�} 4"SMS/R LAKEWOOD,CO 80215 � A6VD 11GHT �� �TRUCTURE TO (E} BRANCHES AT t:303.431.6100 � A�CII�. t�AIi�TAIf� (E) HEAD SECOND LEVEL. i�---- MEP BEAUDIN GANZE CQNSULTING j� F�EIGH�°. PIPING SHM►N OFFSET i i i FOR GRAPEICS i i ENGINEER ENGINEERS,INC. � CLARIFICATON ONLY. i i 222 CHAPEL PLAGE � � i� UNIT AG201 � ( i� i i AVON,CO 81620 'r i i t:970.949.6108 � i i LANDSCAPE MARY HART DESIGN /! _'i i BRECKENRIDGE,CO 80424 ARCHITECT POST OFFICE BOX 8528 �� i i � � i i t:970.389.3583 � � � ii � --- � i i ii � � ROUTE PIPl6VG iNITFiII� �TRIl�Tl9RAL � i i i i 'TEE' CAVITIES, PEf�El'��1°E ii X /� i INTEE210R VV,4LL a �ET�JEEtd (E} �� X r i CIF2CULAR CIJT�UT�. 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ARCHITECT 4240 ARCHITECTURE INC , ; ; , , ; _ : VFD °�°° ; ; ; 3 LARIMER STREET ; � ; , ..___....................... ........ . ....... 300 FLOAT VENT ; ; \� DENVER,CO 80205 ; ; 's �� _ � • � t:303.292.3388 f:303.292.3113 : x ; : ,_.__, ; � ; ......... :... = CIVIL ALPINE ENGINEERING INC. � :.= C� � i ' :;��..•,°;�• „;� AI AI AI ENGINEER 34510 U.S.6 UNIT A9 ;�s T' �� } :� :�,.t.�:::::::�� �,��= ;`.,,� EDWARDS,C0 81632 ..,_, �..: i ` s .. . E, �.:;':� . i . . . . . . � . � . . � . .� . . . . . . � . •a. � . . . ..� , . . . . . . . . n � . . :•,� :•..� � : � ; ` :.... .....� ;....s.....�'�;'°''�...' �;�...:���:•...:....:....., ,: ...�' t:970.926.3373 f:970-926-3390 � : , .l.��s� ,_' . � . �� ;� .._SAA�� : ..-: . :_.z, . . . 21� .., ......�,......_.._...,.._.____.._..._....................__ , . . . , t , t ._.. __........�........... ..._,. ......_ , . . , . � .. �... . � _....__m.M. ..__.....__............�...............__..�...�._.._.._..m__. _......._.._.....___..______._.. ___..__.__._____..___.__...._......____.__...__ ....._..........................,.. .............. .....�................_..._...._........ ._...... .,.... .__._.._........__.,_....._,..._._.._........... .......... �..., � �. ���_.. �____ .�.._... ;._.__.. _._. _ � � 5 SMF2... ...,s. _.... ........ ....� .:..... ;�. .��i�R.__ ....�,.:. , : ;_..........__2._:.� ...... ........ , : _ ; � ..............:�� � , ` `v� --� SURVEYOR PEAK LAND CQNSUL.TING,INC. i, � _ _ ; ..�................................_,.._....,.... ..__ .�...�..... � __...,.. ...,`;....,..._.,...�.._..,...�..........._............: ....::_..... •i i � ; Q ; r =� .� . . ._. ._... � ShA S_.,...�.__..____.._.__�.____.�._ ;..� ; s: � � ; , � ; , . . � � ; '"'' ' . _ : .. : :_:--.�� ..,. . 1 � . �: . _ , ..�; _... : : : � , ; VAIL,CO 816 D : . • : :; ; � : s ; � ;,... .....:_....t�M� _.........,�-...,..._:....................... ... t:970.476.8644 � � � i �..� � , �� � ,.�.�: ' � �_...�... y' D _ STRUCTURAL MARTINIMARTIN,WG. . . . . . . . . . E . . . `�.�.....:.,. ' . � . � . . . . . � � z, p � = F, � � _ ; ;' :� PRpVi�E SHUT—OFF VALVES i i e� __ �� ENGINEER 12499 WEST COLFAX AVE. � t`! M f M � CV r� s�: = M rPy � > M � � � ,�.. f � € ,..., T4 �� ' ' , 21 � �� �=y � € ;;; °�' , � '€` `��' AND !�t LQW �F4R�FUTURE T '•......,i :...�.� t 303.4301061 00 . � : � 2 80 5 � � � � �t31LER lNSTALLATlONS. ' .. ,.°�:°€ �:,�; �' _� f,Y , . ? f:= ..a.. �; ._.'� t . ,,�, . . { ;' ; \ 4 \ i \ n . . . . . .. . . _ . . . . . . . � ._�, ;FUTURE:� _ � ;FUTURE ; ' ON . € ;,-; ; ___,;_, `�,. ; • : ; :,......� �;� �f' � •• ! _ °; ,F' ? ;� � AO BQ BI �, ENGINEER ENG NEIE SA NC.C 2y'� SM SULTING ; ._ . �'; ��` .>.., �1 ��' m�P=L � t �P=9.. ,,E a�� �.�(E)P�l =. ;�� "� ., �...: VFD : • : , � . � r_.:� :�: ; � ._ _� ___ _ I , ,. ,;, ��� �E�aR�ro� , . 1 �_::� I,: '-_� .........�.................... ........................._....... E ..... ..._. :, � � _ , . ; .....i..�:..... } ,;��.`� ''�...; i ,�='� "' � .,..:::: � ..:::��. t VEN'f OR = ..�.. UNITAC 201 P � ��� _� 4? ... � £� SP6R� , o ; � �C . .... ;� ._....... ......... ; ...� _....._._...._. , _ > ,._._...... ................. . � ; '``� ?.` i = ... .. ...; 3 a� �. _....._�.____ E t � l� ,, : � , : �:_:_r�' � : _ � `ti... � s �.....��' � .� .�r` EQUI1/P�LE�II". , � :�°- AVON CO 8162 � `r::::<` � : ' AO BO BI � 0 ° f_, � � _ �'°�' ; } ` ° �° � -- t:970.949.610$ C7 : � � , t? �. s t � � ;�.: ; :• � , �.__ � � j ; \� ? ; ; � �� i .�. ._ � L�NDSCAPE MARY HART DESIGN ; , � a a � = Z _. , . . . � � : ..,._ � �F�H • . � ' _...` � ; ,.�,.,, ; �-�ti,� „ ARGHITECT POST OFFICE BOX 8528 � ..;., s..... .y,.,ha.m��p ; , I t...:.....;ti.•...< ,,, �1 , � , S� . .....��, ...a ; ._..`' �:....`L.) Z1�2 S m .�.� , t�����;� � i (��: : � `:. . ;\�� , ;... ` ��_.........:......�__...,.._,__,. AO BO BI BRECKENRIDGE,CO 80424 � .�:. � j 1 �.�� . � �,, � � �� � `�.:% � VFD � . ; . ; � _ �, � _. € _ � � , � t:970.389.3583 � ; = FU�E ? � = i F��� ; (N)�2, � (E) — ` �LY��L FEEQER. ��� _ �� ; ,�� � �� :_,, = AO BO BI , ; : , � � ' � , � ' � : , . ; , ; , t..___.._..._`.__....:.'._....._............� ; E....:.... . .....:. ...._...,.�r ; t = � . � ; ............, ? ..... ... .....N..,_�.._.. € ; a ; ,........,�....�. ; , � : : � � : ; ; _ � ; ................= T VdITHQilT INTERMEDIATE TEKMAR DESIGN INTEtVT I a FC7� �'EICMIfkF2 �9�(} ; , SENSOR T(} �E �IR�GTLY CONiVECTEC} :.i� ; _ :i: � � � , � � _ ; 0 BCS � � _ € ; ; ; ° ; , CONTROL E4UIPMEN`f. CON AGTOR � ; �...:��, . � � : .. .� ; �..._.....�......._.:........:.� : 7 = ...........................� � � _, y ` .?� ......,..,_._._......,_..,_.,__ OPTION TO PR�VIDE INTERMIEDI,41� X ..__._._. � ., ; , �-- _, CP �P ; � � � s ; ; : _ :...............: ; � EQUIPMENI' Aa A DEDUC7 ALTERIVA,TEe .., m.. .__. , ..................... ...._�........._._._._.._.. ` J . . . . . � � . —�-- --d`— � . � . . —�-----�`— . � � . � � . . . . . . . . . k . «........ � � . � � � � . � .. . . . � � . � � � . . . . . . �. . . � .� � � . . . . � . . � . . . � � � . . . . . � � . . . . . � . � . � . . t.............. . . . . � . .. . . � . � � . � �� � . . � � � . `...,...°�.. EXPANSION TANK, TACO, OR Q E(�UI�lALENT. TEKMAR 090 � M .. 0................�. .;` SNOW SENSOR �A LJ— °' �0 BI BI �� �l �I AI �, PIPE INDIRECT T4 FLOOR pRAIN (././ � � T�. ALL FLOOR DRAINS. �SMR � � � a Q � � N C�NTRC��S POINTS��ST TF�fE SYSTEM SHALL �E SETUP FOR BASIC OPERATION TO RU� iN �C�Th! AN �N/OFF MO[�E AND AN IDLING FADDE. WHILE THE SYSTEM IS w �C �S ANRLOG BINARY SYSTEM FEAYIRE T � � iNPUr ouTPUr iN�ur ouTPUr ALARMS PROff2AMS ` IN �ASIG C�FF MOQE, TFiE SYSTEM OPERATOR SHALL BE ABLE TO SELE�T SPE�IFlC t1SER iDENTIFIED ZONES TO OPERATE IN IDLING MODE. � N I TN� Sl'ST1�t� OPERA70R SHALL �E ABLE TO EASILY SWITCH �ETYVEEfd I�LIIVG AND MELTING R�ODES THE SYSTEM SiALL MONITOR � � � � s sTA1�JS �F ALL SYSTEM EQUIPMENT AND TEMPERATURES AT �lL ZOPVE AND SYS1Et� TEMPERATURE SENSORS AS VELL AS THE OUTDOOR � a � I � z �IF� TEP�PERATURE. THE SYSTEM SHALL MONITOR ANQ RECQRD 0!/ER�4LL EPV�F�GY CO�ISUMF"TION (IN BTU'S} BASED ON MAIN SNOWMELT �� �� B� �� �� � � � o � i ; � I o � g c � SYSl'E SUPPLY�RETURN VdATER TEMPERATURE DIFFERENCE �t1 P-� OPERa4TI0f�. E SYSTEW9 SHALL ONI'OR AND LOG THE . � svsreM PoiNr W Z � � �. � w �'�W � Q � « Nores f�l9�l TII�E �F THE BOILER. � . . � . L� � . . . . . � . DESCRIPTION � w w �� f o a N ° � p m w z � W LL W � � . . � .. . . . . . . . � � � . . � � . . � . � .. . .� . . vc�i °' t�- w = " z Q a W � N vai I v°'i � p z LL J q � a . . � . � . . . . . . . � . . . . � � � � � � . . . � � . � � � � � . . � . . W a � w r E o � o > W ao � H3c� � � n � a � r� � U � o � � A SiVOV�'t��LT MOI�TURE TEA�PERA'P'UR � � a > N c E SENSQR TEKMAR 09Q �F� EQUIVALE�lT SFiALL �E �OCAZ'E� IfV THE SNOW �ELTED AREA OF EACH � > � Z � a 1 ( _ � o � � f- N O N . . . �N N V! �t . . . X a � � W J = _ � = � � W � W � N a � Y m = a = ° � = Z o < ZONE. EN Q OR PAORE SENSORS INDICATE THE OUTSIQE AIR PERATl1RE ELO 37'F (ADJ.) AfVD MOISTUR: PRESENT THE . PER ZONE. � zw � w33 � awu�. o � � � aa- � � ooaoz �? Q �? � � re � wc r +' � a � a � g Y m � Q � o � N w �, � � g � o J W = LL = a �, a � J � SYS aHALL OPERATE IN PRIMARY MELTING MODE AND E S � ELT CON OLLER SHALL PRQVIDE A SIGNAL �0 ENABLE SNO EI.T -a �IR�IlLATION PUMPS P-2 AND THE ASSOCIATEQ ZONE CONTROL VAL SHALL OPEN. AINTAIN SNOW MELT SUPPLI WATER -° ' e-zeNAS��oisAS�e x x PoiNroccuRSMU�nP�enMes. TEPAPERd;Tl7RE AT SET�OINT OF 130F (ADJ.� AND A SLAB TEMPER/��'IJRE OF 40F (P,DJ� BY ENABLING THE SNOWMILT BOILER B-2 AND � o � v s-zsrnrus x x x x I u PowroccuRSMU�nP�enMES. THE ASS�CIATED INJECTION PUMP P-1. PUMPS AND BOILER SF9ALL QE OFF AND C(3NTROL VALVE SHALL BE CLOSD WHEN A CALL FOR . . . � . . � .� � � � " . � � . . B-2ALARM � . . X � X X X � POINTOCCURSMU�TIPLETIMES. . �. . IVEEL� d� �I� LOMGE� PRESENT. � . . � � - . . � �. . . � . . . . � � � � . . . � � . : .� � . . .. � � Q]� .� � � SMR TEMPERATURE .� � X X . X X X X � . . � � � � � . . � .. . . . . . . . .. � : . . . � . . . . . � . . � sMSTEMPERAT�RE x x ' ' x x I x x VVHERI TYJC? �R N10RE SENSORS INDIG�0.TE THE OUTDOOR AIR `fEMPE�A1�f�E �EL�W �7'F �ADJ) �UT NO MOISTURE P�ESENT, SYSTEM � P-zsaeeo x x I �FiALL �PER/�TE IN SE�ONDARY IDLING MODE AND THE SNQWMELI' CC1i�Tl�ALLER SHALL FsROVIDE A SIGNAL T4 ENAELE SNQWMELT � c P-zeNa,e��roisas�e x x' ' CIR�!lL�TIOfV F'UMPS AND OPEN CQNTROL VALVES. MAINTAIN SN�VV (V�EL1' SUPF'LY 1NATER 7EMPERATURE AT SETPOIIT OF 11Q� (ADJ.) � P-zsrATUS x x x I x I x P,N� A �P�A� T'EMPER.ATURE OF 2�'F (ADJ) BY EfVABLING THE �RlOt�N1EL1' BQI�.ER E$-2 P,N� THE ASSOCIATED INJECION PUMP P-1. . . . . � � � P-2 SPEED � X X . . � � . � . . . � . . � � . � � . . .. . � . : . . � . a-zeNne��oisns�e x xl AAa41CJT/�16V �IFFEREfvTIAL PRESSURE AT SETPOINT BY STAGING ON TFIE �h40VdFr9ELT CIRCULATION PUARPS IN SEQUENCI AS WELL AS � � � P-2 STATUS �� X X X M X � � � � � � � � � � � � � Rr4M�'IN�, UP AND DOWN Tf-�E PUMP S !/FDS. MAINTAIN LQOP PRESSURE iNITIALLY WITH LEAD PUMP ONLY. WHEN LAD PUMP IS AT 9Q%w -a HwRreMPeiu,ruRe x x I, x x x x EPiERGIZE LAG PUMP AND CONTROL BOTH PUMPS IN UNISOI�I, VdHEtV �C7`i'f-I VFD�'s /�f�E A1' 50! OR LESS, DE—ENERGQE LAG PUMP. STATIC o HwsTeMPeizaruRe x x x x x x Q{FFERENTIAL PRESSURE SETTING TO BE BASED ON FEEDBACK FRQbA TFiE �ALANCE C0�lTRACTOR. THIRD CIRG PUM� IS PROVIDED FOR � HwoiFFe�xeNria�PRess. x x ; x x x REDl1RIf3�4td�1P; RC}TATE LEADILAG SEQUENCING EVENLY BETWEEf�I ALL 1'i-IREE PUA�PSe � � . . . � �� . . � . . CONTROL VAWE�� X � I � X I I � � . . . . . � . . . � . . . . . .. . . . . � � � � � � � OSA TEMPERATURE � � X X X X POINT OCCURS MULTIPLE TIMES. � � � � � � � � � ° PF��VECdE A MANU;4L OVERRIDE SWITCH WITH A SIX HOUR (A�J,} 1�ME� T� CY�LE TFiE SYSTEM FOR ICE GLEARING. � � � � � � �� SLAB TEMPERATURE . X � X . � ( ( X X POINT OCCURS MULTIPLE TIMES. � � � . � . � � . � � � � � � � . � s�,aeMOisruRe x ; x � x x � PoiNroccuRSMU�riP�enMes. ���0lAp� �O�L�R SF9lJTDQVV�f SVYiTCK LOCATED AT �OILER ROONB EX6T DO�RS. �Fil7TDt7WN SYSTEM SHALL COMPLY WTH ASME—CDS-1. SENSOR HEATER X � X � I X � � � p P-ssPeeo x � x ; DIViSIf�d�! �3 CONTRACTOF� SHALL PRCIVIDE THE SWITCH AND ALL. REQUIRED GOh1TRQL eNIRING. ALL WIF2ING SHALL E IN CONDUIT. A Q P-seNas�e�oisne�e x � i CLE,4f'� PC7LYC6\RBONATE HINGED COVER SHALL BE PROVIDED 1'C) PREVEfVl' ACGIDENl'AL OPERATIQN OF SWITCH. SYITCH SHALL HAVE U P�srnrus x x sc ; x I � Eh4G�AVEC) hJAMEPI.ATES �0 IDElVTITY SWITCH AS "BOILER EMERGEN�Y �FIlJi'DODUI�". QiVISION 23 CONTROLS CON1R►CTOR SHALL GCI�RDI6VATE 1MTH �IVISION 26 FQR SAFE SHUTDOWN OF BOILERS< .. . . � U � � . � � . � �. . �. . � . . . . P•6 SPEED� X X � , � � � � . . . . . . . . � � . . . . . . . . . . � . � (`� � . ... � � . . . � � . �. P-6 ENABLEIDISABLE. � X . . X I� . � . . � � . . � � . . . � � . . � � . . � � � � . . . � . . . . . m � � � � � � � � � P-6 STATUS � X X . X X I� X � � . � � . � .� . � � � � . . � . . . � . . � . . . � . � . . � . . .. � . . .. � . . . . . . .. . . .. � � � � . . . . . . . . � . � . � � . � . . . . . . . .i . . . � � . � . . . . . . . . . . . . � . � � . . � . � . � � . � . � .� . i . . . . . . . . � . . . . . . . � . . . . . . . % �� ' � �N V1/�/I�LT �C)ILER PL�NT P'iPl�l� �GHEfVI�OTI� � , . � I SCAL�: NO SCAL� �,.. � � — i � � � � � n �� m i i ��� ������ �� ����� � � � "�� �� ��� ��_.�,.. 2 CONSTRUCTION 02.18.2011 I -- -I- -— ---- �— -- ����������������"m������`� �v����� _ -- -- -_-._ ___ __ -- — _—_ .z3 ceNea�a�NOres � � �� � �.�°������`,� ,�� ISS.# DESCRIPTION DATE � � � . . 'X � � � .� � � . �.. 1.THE ABOVE LIST DOES NOT NECESSARI�Y REPRESENTALL POINTS REQUIRED FOR THE PROJECL � � � . � . � � . � � . . . � � � . . ���"�u re���y„ p . � . . � � � . . � Q �� "�a��Y v.,�:_ �:�_�:_�._t�.�.��,_�, ARCHITECT'S PROJECT N0.: 21064.04 . . . , . Q . �. . � � . � � � � . �� . . . � � : ..� . . . ... . . � . . . � � � � . � . � . . . . . . �y�:x� x.�.-�.., � . . . . . . . . . . ,._,:....:...,_ . . �o ��.. �.�� �p � ��:��. � ��� �� t� � _.,_,., �.R�y�� � ��.� _ i � ';:� � � � � � � � � � � � p . . L . . . .. . . . . . . . . . . . . . . . . � � � � � � . � . . � . � . . _..-.•� ��-.�.. `i�� 4Y k`C� �.C?.:...--.a.�� . . . . � . . . . � � . �-- . . . . . . � . . . . . . � �,Ly S�r I L.� C . . . . . . . . . � . . . .. . � � . � .. � . � � . � . . � . � �. � � � . . � � � � . � � � � . . . � . � � ��� � � ���� -� � � � � � KEY PLAN J �.�, ..��������� ���� �������� ,,,�.,.� 0 0 � SNOWMELT BOILER � PIPING DIAGRAM '� �EAUDIN � � ; �j ANZE � �o . �. � . . L . � � . � . � . . . . � . . . . . . . . . . � � Consulting Engineers, Inc. Q:] VaiL• / LakeTahoe: (530} 550-7334 COPYRiGHT2010 � Denver. (303) 278-3820 Project No:8828.Q4 Fort Collins (970} 221-5691 Albuquerque: (505)323-9070 www.bece.com __ .�.� ._ . .�. , _.. ..�. .., � .,. ._ �. �._ _ .. ;: � �__ i _ __��_ ..���,,,.�.�._��..�_.. �. _�____ -- -- -- — . . .1�„ . • . • � : a_ VATER METER ANp BACKFLOW .' ��r�j+��1 .Ii `��rt�4 �4 ��. �ALV. R�OF �REVENTER MUST BE MOUNTED � ���. .•• �•�'/,� jM.. ` �—CONTR�L VALVE. ,,. .' 1: 1 � -''"�. � ry ����l ,�. � �, •, J��K 1id/ 6" FLANGE IORIZONTALLY. , � ''„� �•� � �.��+I Y 281 �fliVe • �, �,� ������ �. �i�,f_ ��` t�aG,, SE1' IN . .ti,,, , TQ ZONE SENSOR. PLA��I� (;E EN�' . {�:1rl�r F`W���L�► � :��_ . ,/� MANIFOL� BOX (1NALL �90UNTED �Y �oCe .�„�i,,�,(,� ` i 4i a � ; - ! FOR WlTH PAINTED SFiEETiuIETF�L z a=;�i•¢q '�'�'��I F�. : ENCLOSURE WHERE 6NDeCATED, � . 3- ,��t,,� ,t�,�� ��� 6',� { COLOR BY ARCHlTECT . �PJ�F PI�E 6°( M.G. . �� i� 'ry����.a,��. •.'�''�'�i{, � � } � DOMESTIC WATER SERVI�E . �+�'���, •�r�;i� � ��sTORPuI �(JLL�F� �Y SHUT—OFF VALVE. '. �L'��W+�iwuuu�" ����� �—������ ��� MANUFACTURER°S MAtVIF�LC7 A�SY. . � � � � �.C.@ �LAMP Ih! . . AIR VENT AT � � PL��E �CC CAl9L9t ' � . . . • ' HIGH POINTS, �lEAT}1�R11GIiT. 2" CW T0 BUILDING TYPICAL. ; � -- LOOP �ALAN�E/O��LA�i�aN V�LV� 4 a ! O :... . i I ' F'iNiSHED R�OF � I copyright 2010 I � FELl'� �Y Ge�a . � � 1_e_ �! MANUFACURE9�'S t�RhiIFOL� A��`l. 4.�.0 AI"ChlteC��I'e IrIC. _�o��� � �� �C}L�ERE� LAP �EAt� RADIANT SN0IA�MELT Tl1�fN�. , n REDUCED PRESSURE TYPE OWNER TOWN OF VAIL LOOP 4U/ANTIITY �A� REQl91R��. —1/2 CW SERVICE BACKF�OW PREVENTER. DEPARTMENT OF Pl16LIC WORKS v� �'._ CERTIFIED TESTER TO TEST. � � �I�E �LE�VE �c 1309 ELKHORN DRIVE _ _ �Al1LKIh�G �Y M.C. y VAIL,CQ 81632 1-1/2 WATER METER WITH t:970.4792158 T� PIPING MAIN� NATE: 2 LP�1°E�� �F FEL°f NOTE: REMOTE READOUT. i'RQVIDE MANiJFACTUI�EF�'S ��^ �0�, CC}OF�`C3 ���F PEN�TRP�TION PRESSURE REDUCING VALVE. ARCHITECT 4240 ARCHITECTURE INC MANIFOLDS AND iSBLRTI��V VVlTH ��QFIN� C�NTF�ACT4R. WATTS 223, 1" SET � 70 PSI VALVES tMTH PIPIl�lG. WATTS 223. 1" SET � 80 PSI 3003 LARIMER STREET DENVER,CO 80205 G�OBE VAI.VE t:303.292.3385 f:303.292.3113 �� 1 I 1�� ���F ��P"\V��`ilVl ENGINEER 345P�O U SN6 UNIT AI9 G INC. FZADIAI�IT/SRI�i/VIVfEL°f fillAi�IIF�L� F'I�I['JG �IA�F��(iii L70MESTIC WeqTER Ef�II�R��I�E �I/�GRAI� EowAROS�co8,632 NO SCALE �! f�0 SCALE � NO SCALE O i 1 t:970.926.3373 f:970-926-3390 SURVEYOR PEAK LAND C4NSULTING,INC. 1000 LIONSRIDGE LOOP COIL C.O.T.G SEE DIAGRAM Q . VAIL,CO 81675 �t�6L. �,� GRADE t:970:476.8644 RAHY EXT'EfV� AS �4 ;«y�,''/°� WP,�TE �R VENT. 4 BASEMENT WALL. STRUCTURAL MARTIN(MARTIN,INC. AIR l�Eh�T. o ENGWEER 12499 WEST COLFAX AVE. PRESS.—TEMP TAP, TAKE—QFF FR9M rr- �-. Ch9RC3ME WA�LC�VER LAKEWOOD,CO 80215 TYPICAL �TOP Or CYV PIPE � ; = AN� �CRE�At. � �' n t:303.431.6100 P62ESS.—TE�9P TAP ; _ ; o o WALL SLEEVE� LD. = 4 TYF�ICd�L �ALL �1ALVE ' LARGER THAN O.D. OF PIPE. MEP BEAUDIN GANZE CONSULTING 4 ' ; , ; : o � `• '• ; � PLUGt�ED TEE WITN o ENGINEER ENGINEERS,WC. ( � _�...,, � � 17�AP PRIMER ; ' ,'�CLEANOU7. P o 222 CHAPEL PLACE �....�` �� VAL�JE, 5l4UX CHiEF = � STORM OR SANITARY UNIT AG201 CONTROL VALVE. �Ri�{E PERFEGT OR = . , ��LL° ° ° �LDG. DRAIN. AVON,CO 81620 RETLlR�° EQU�4L ; _ ;� t:970.949.6108 � ; RETURN. : '� ��t�1R�L WAL�E. �� � DISTRI�UT�OiV t1NIT ; ; ( I LANDSCAPE MARY HART DESIGN � ....� ; � ° (FOR MULTIPLE o ; ; : ARGHITECT POST OFFICE BOX 8528 [3R�41hlS) „I ; , _ : �� -�-_."""°°--�..� BRECKENRIDGE,CO 80424 I ! �9P�e F�EIGHT „ .— ; � ; � FL�tJR LINEo SLOPE 1/4'�/L.F. � ° "'°--_""`_ CAULK W/ 2 PART t:970.389.3583 i �E� MFR. 3�x 1'Y�E 1� S��T ; ; � : � POLYSULFIDE CAULKING. �OPP�FZ LINE(S) TO : � ; ' ° i SUPPLY. ................................._......... _..z...;.__,.,____.._�..___._._ � rLt��R �RAIN(�). ..__.. _..__.______________ .._�_._..._._.___,__,,..�,_.___m_ + ' �: � . � ,. �, �, � ��, \�: ` a o �tJPPLY �UAf�TITY ,4S ,; � � � �: �' , ' . , REQUlRED, SEE PLANS. ., � . �� ti . ,, � „ ,, � �, ... . Np�4p JRQINTS BELOW __.__.__._-�__ __.____�. _.____._____N.................... � . . . � � . � � �. � � . � . . . � � . . � . . � . � � Vf'�PiLd�o � . . . . 1�� �.�. G7GIV�. . � . .O p . . . . . . . Q p NOTE: �ALAiVCE �F PIPING x SAME AS CLEANOUT , ` x PIPE W.C. FOR COUNTERFLOW N�TEo � T� GRA��, , I F'IPE �OIL F01 Cl�UNTERFLO�N. � � �E � �; � Q H�ATIN� �p�E HE/�TIR1G � f ��7�R����i�f� V1/�LL LEAN lJT SANITARI( � �TCJ� �LD�a � W Q , � a C C�I L A S�'�( D i A e C.�F�A�J i �C�ILASS'Y Dl�C�I�a4��/1 ' �IA A D R�O I N T 6-1 1�1 J �L L I/��R A(V I � � o � �_ `r N O S C A L E � NO SGALE � �1C}SCALE F NO�CALE � NO SCALE ` B C'' �' � � � � � � � ; - � �..�..� � ��' ° ADJUSTABLE GRA�E �LEAfV�UT AhID ACCEaS ENCLOSURE WITH ANCHO � � � « � ��� �'@�� REC�UII�EME�IT� FLANGE, HEAVY DtJT1f T�P, �4ND VAN�r4L F�R�OF FASTENERS. ZURN, : � - Z-1400—HD—KBRASS �LEAtdOtJT I'LIJG W/C�UIVTER SUNK HEAD. � � � � 1. EXTEND �EN`T A� HIGH A� POS�I�LE � � hJEAf�ES�T� BUT tVOT LE�� TtiAN THE C}RAIN�OA�D ADJUSTABLE CLEANC7tJT 16" ��IJC. 9'AC� � � �- PA��11'IC9�1. ANd ACCESS COVER : Q HEIGHT 8e 'Y!-IEM1i �ETl1RNING Il" L10�fUNWARD FLOQt `1�OVVEL �MOOTFi ; �OILER PLAFlT THIRD .EVEL WAL� CLEAf�OUT & CONNECTIN� I1' TC� THE HORIZONTRL ZURN ZB-1400. 1"C?P OF �c EDGE. � ; 1,200 MBH FIRE9LACE SINK QRAIiU IRAME�IAI'ELY �OWNSIREAM LINE COVER TO BE FLU�H tNf Q ' � � 1� s' QI�AI(V��ARD FROM TFOE VER�IG,4L FIXTU�E DRAIfV. � TOP OF FLOOR. FINISHED GRADE � _I ,� 1,415 CFti 50 MBFi/5� CFH '� �, ^ � . � � 150 FT, 2L�" 2. THE RETlJF2iVE� VENI` SFiALL BE CONNECTED ��o°� °�°°P �i0 �°°p D°D °���P p �•/ � /�' -° 4 � TO THE HORIZOfdT"A�L �RAIf� TFiRU � p o °° ° �° ��o�°° �° � � 9m o pD °�o°ap pD o �o°oD ' e ' ° 1,944 CFH, 1'� Y—BRANCH FlTTiN� � SNALL> Ifd A��O1'ION� � � � 240 F1'. �E PROVl�E� YdITFi A FOC}T �NT 1'AKEN o ; 529 CFF9, 240 F'. � OFF THE VERTI�AL FIXTURE VENT �Y � : m FL��� ���i MEANS O� A Y��R/�NCH IMAAEDIATELY 1/8 C.I. BEND 1/8 C.I. BEND � �, 240 FTn �`°4" = „ BELOW THE FL��R �C EXTENDING 1'C� TNE � �94 CFFi, 2�� F'. _�. d 2 NEAREST ��4RTI11�IV �c THEN TNI�U TFIE f200F BALANCE OF PIPIN� C.I. WASTE LINE. � 2� �L��E O R C O N N E C'i'E D 1'� �T H E R V E R I T�e I I V A!V SAME AS CLEANOl9T �GTH TO SUIT. R�,41N LE�fEL � �� � , APPROVED MANNERP TO GRADE. � TO 11�" FI,R PE LP��� SLt9PE C.O. UTILITY M 200 M�Fi! 3. DRAIN,4GE FITTI(e4�a ShiALL �E 11SE� OM � MAIN 235 CFFi ALL PARTS �}F `fFiE �lEhl1' �ELOVV THE FLOO� CLEANOl1T �FCO) 17� FT, 1'�a'° SI�d6C D�AIN T� FLOOR � I . SL PE OF 1/4'°/FT �4CK ^ SLOPE QN 1/4"/L.F. � TO THE DRAIN SFI�0.LL QE MIAIfVTAItdE�. PROVI� FOLLQWING OPTIONS AS APPROPRIA � ' 0 24C1 FT, 1`��`" ��11L[�ING �EV'JER, GAR'ET MARKER — FOR CARPETEd ARE�S; °�— ° NOTE; 4. THE RETURN �RAIN l►NDER THE D�AIhIBQARD SQU�RE TOP — FOR CERAMIG TILE OR �~ WASTE LINE 1. CONTRACTOR TO CONFIRM SHALL 6E �, (}NE PIECE FITTIN(� C!R AN SIMILAR SQUARE PATTERN FLOOR. � ASSEPABLY �F A 4588 A 9C}@B �c A �F�° o FIREPLACE BTU LOAD PRIOR 'TO FUTl1RE MP,IPV �.E!/E!� ` IN THE QRDER hIAME�. FLA9-IING CLAMP — FOR ABOVE GRADE � WSTALLATION. NQTIFY ENGIN�ER IF FRfA,� WATER PROOFED AREAS. 1/8 BEND IF CLEANOUT � VALUE DIFFERS FROM THAT SH�VV�9 200 MBH/235 �Fhi 5. THE ISL�N� �IiVff �R�iIN, llPST�E�+hA �CCURS AT END / ON THIS SCHEMATIC. OF THE RETIl6dNE[} �N1'o �HALL SERVE OF LINE. o NO QTHER FIXTIJRE�. Q " GLEANOUT TO GRADE (COTG� w c� " C��S PIPiNG �f��-LI�E I�L�RI� �lEIVT D9P��RA �LEA�1C�lJT I�GF�A�/IS � -° NO SCA�E L ` NO�CALE � NC?SC�;LE O U �;,% , / a � C =a TRACE ENTIRE LENGTH 0� EXTERN�L EXPOSED .� PIPING WITH 8 WATTS PER �INEAL FOOT, 277 VC)LT 4 ADDENDUM 2 03A2.2011 m HEAT TAPE. PROVIDE STRAP ON RAYCHEM MODEL 2 CONSTRUCTION 02.18.2011 T AMC—F5 STAT TO LOCKOUI" HEATIN� A���/E 40�F a ANfBIENT TEtu9P. ' PR�VIDE CQLD LEADS TO � ISS.# DESGRIPTION DATE ; .X ELECTRICAL CONNECTION. � 3a s� � � *���` ws � N.�� �.�� ,-•�r , � : ���.� ����.�a� �.� � :w ��� ������� , ' u, � �� Q SEE ELEC1RICAL FOR CON7. � x� � � �����"" ARCHITECT'S PROJECT N0.: 21064.04 ���..,r��'�� �,��� �� ,����� , d- �; � ^,� ; �� �k "s x °a�M-`��S�" � o THERMOSTAT UNDER COVER. � � � � � ���� � � l �-�—� ���...-a. � �P �, � � /� ALU�IIiVl1M JAC&{ET. � ��� �a.,�.�.M�. ..�.r.n„ ,.. ��-.�w�_�_w����.-.:�=._:_ � � . F'IPE IN aUL�,T'6�N (9� PPE ���, �,,%�� � � `��} � t° ��,.�„s..0..a.� w ..��y:�-�._�. .. a o . . :�..� m..... � . ° .. SIZE LARGER TI�iAN PIfE. � v � c v U � ._ v� . � ,. a o . . �Q . � b >, � .. � . . . � � . . � . . . . . . . . � . � . . . . � . � . . . . � .. . . . . � �.� � �.� � . . � � . . � . . .. 0 . . L . . . : .. . o , ' . ' . • � . . . . . . . . . � . . . . . . . . � � � . . . . .. . . . . . � � � . �. � . . . . .. . . . . '° . � a." . . . . . .. . . . . . � � � � . � � . . . . � . . . . . . . . .. . � . . . . � . . . � � . . . .. � . . . . . � � � � . . . . . . . . � . . � iam� � �8... . . . . . . ' . � . � � . . . . . . . . . . . . . � . . � . . . � � . � . . . . . . . g EXTERi�,4L EXPQSED � sT��M Pi�i��. KEY PLAN � `� � �' �/�!L O J �Q�: o MECHANICAL CONTRACTOR . o TO SUPPLY AND INSTALL �o t�EA� TAPE. MECHANI�A� i ��a�� ���� �I����� EAUDIN DIAGRAMS � � ° ; No scAL� �j ANZE � �o �'�'�_ � Consulting Engineers, Inc. �a VaiL• (970) 949-6108 COPYRIGHT 2010 � , Deneeahoe: �303) 27&-38 0 ProjectNo:8828.04 � Fort Collins: {970) 221-5691 Albuquerque: (505)323-9070 www.bece.com ; , � ' s , i ' ,+"'�. ' � 'l�t . ; FILTE6� YV . - " � ' SU!'PLY PIPE TO F�RIh�ARY ,4��ESS PANEL. :. ������� �x : � ,,,�-RETURfV PIPE� PUMPING SYSI'EI�. �671DN� HANGEf� WALL. . }�+ ���41�M Itj'�.41�/��'���: R�� (T`Y�}. WALL ■ �, � + �'I�� '. ` A��USTI�AL �,`� ��y 'i'Jj�;�,�;'•.��`+yx�� . @ CONTROL VALVE. SLEEVE. RETAINING ANGLE. . rr''�.,��t�� 1I/ �f ��"� •�,,,� '. 1 LINIPD�o i=; �; {��i.��,,�r �,�':�- ,� � � � � «,,/ �,���'� ,; ; : � if�LtlhAE DAMPER. CLOSURE DETAIL. � �;�M+!+��� ,�t��s�. k°,�,: : HWR� � �1�RAT1�f� IS�L,AT�R. � . "!��'.K+�;� "� � `�� .��-} � y�,, �—{. �.�,''� ► �c, � . . . . . . . . . � . . . . . . . . . . ����'�u��i�i��±��V��f� • . . �, ����LE ����rvu�, �. ���?IY�I1L�� . � � � i i -------� . a+wuwnu� . . I � --- I I I FAN COlL UNIT � � -� RECESSED DAMPER AND � � � �� I I I LINKAGE ASSEMBLY OUT OF SeA. I I � AIRSTREAM. � CIRC. PlJP��. --- � p j i ------� R.�a Dl1CT. DAMPER FRAME, A copyright 2010 � � � �ElLIiVG �`1.o Arch itectu re l nc. fZ�l1TE PIF'E INC9I�ECT 1'0 FLt��R �RP�IN. ��TEsa �-SHEET METAL DUCL OWNER TOWN OF VAIL CONDENSATE DRAIN. PIPE IRI�lRE�1' DEPARTMENT OF PUBLIC WORKS �E1UR6� AI9� �LENiJt� TO APPROVED RE�EPTQ� � � 1309 ELKHORN DRIVE � FllLL SIZE �F (PR4VIDE MIN. 2 DEEF� 1'R�4�}, VAIL,CO 81632 t1NlT ��IVIVECTi�N. BREAKAWAY DUCT Ct�N N ECTION. t:970.479.2158 HWS SHEET METAL DRAIN PAN. I OPEPING TO BE LINED ARCHITEGT 4240 ARCHITECTURE INC 3/4" SECQNDARY DR,41N 1MTH FIRE RESISTIVE 3003 LARIMER STREET j 1'0 APPROVED RECEPT(}�. PAATERIAL OF RATING DENVER,CO 80205 ������C ��'� �I PIPE INDIRECT TO FLCi�� ��AIN EQU�L TO THAT ON t:303.292.3388 f:303.292.3113 ��������f� I f�"�1�li� �i����� ON SINK TAIL PIEGEn '�e THE INALL. FIf�E P�ESI sTIVE t�,4TERIAL. CIVIL ALPINE ENGINEERING INC. NCJ S�e�LE �� ��I L ��I 1 I N� I /`�L L/'� ! I� AIV�LE. RE��MMENDED MIN. SLEEVE THICKNESS ENGWEER 34510 U.S.6 UNIT A9 � �' DUGT DIM. MIN. SLEEVE EDWAFiDS,CO 81632 o t:970.926.3373 f:970-926-3390 NJ SCALE SLEEVE. TYPE OF IN DI�. OR SLEEVE THICKNESS • COATED ���E���� RECTANGULAR GAGE UNCOATED STEE� STEEL SURVEYOR PEAK LAND CONSULTING,INC. �REAI6A�V,4Y " � 1000 LIONSRIDGE LOOP � 12 DN 26 .018 VAIL,CO 81675 , o o � „ „ „ t:970.476.8644 . �_ � ------- WOOD S�� 13 —30 24 .424 _� SUPPORT FROM! STRUCTI�RE. � � STRUCTURAL MARTIW/MARTIN,INC. 1 � I I �.A. ��NNE�TION. � � NO INING WITH 31"-54'� 22 .030" ENGINEER 12499 WEST COLFAX AVE. k — — —) I ( � —————-— SOI.I l METAL STUD ,� � ., LAKEWOOD,C0 80215 HOT WATER TO 55 —84 20 036 PUBLIC FIXTURES. FRAMNG. • t:303.431.610Q � ! I I � � - � � � � �5`° UP 9 8 .047" MEP BEAUDIN GANZE CONSULTING OLD V'dATER SiJPPLY< � � I ( � ENGINEER 222CHA ES�P�ACE S LES�TFiAIV DUC GAGE NOR TFiAT S ECIF�ICALLYBE I I AtlTHORlZ�D �Y A RECOGNIZED AUTHORITY. UNIT AC-201 DIAPHRAG9� Tl'PE EXPAPVSIQ� TANiC. I I AVON,CO 51620 �Y U.L. STANDARO 555 ALL OUCTS ARE REQUIREO �'a/4�"s $I�PPL�'. I���oL S�—�`�. � � � 1'0 TERMINA7E AT SLEEVES OR DAtdPER FRAMES. t:970.949.6108 ( ( FLEX ���1�3EC'fIOPVe TYI�d METAL STUD � SLEEVE THICKNESS IS CONTINGENT ON TYPE OF PiPE REUEF �fALVE � � coNNECnor►. Au. u.� usim Da�PeRS a�so HavE LANDSCAPE MARY HART DESIGN INDIRECT TO DR�46N C(�h1NEC1'IOfd �a�x. �na�sioNS nssoanrE� w�ni niE �sT „ �A�NC. ARCHITECT POST OFFICE BOX 8528 PAN. I I C�NDE�ISATE t?R�41iV 9N�' 2 DEEP BRECKENRIDGE,CO 80424 I I TRA�. F'IPE INDIF2EGT T(3 P,PPROVEd I�Q LNING REQ'D. �° t:970.389.3583 WATER HEATER. „ � � FAN COIL UtVIT RE�EPTOF� SINK TAILPIECE QR �O 1 ��. _ TERMINATE 1-1/2 �,B�VE Dr�AIN PAN. I I WASHER��X�}. PROVIDE FLOAT I I StNIT�H iN DRAIN PAN TO DISAB�E ��° o ° �� : SHELF WITFi SAFE P�Iv. �RAIh! F'IPE I I FA,N 9F GONDENSATE LEVEL RISES ° � � � 0000 -�-""""�-FROM SAFE PAN TQ E�CTiEt�D & I I c� ABQVE THE P�IMAR� DR�lN LEVEL. ° p o °�o °0 10 �ROVIDE ACCESS PANELS AS SPILL 6" ABOVE FLOOr�. I I D °o v� a°a o p EQUIRED. — ------- FiLTER VJ/ � 2o TFIIS DIAGRAM IS NOT INTENDED TO �/`���AC�ESS �AfVEL. � C�VER ALL CASES OF FIRE DAMPER 3��„ DRAIN. ------ CO(VCRETE OR MASONRY � ;; ItVSULATE� RETt�RtV �LEhIl1M FULL ARID FIREfSNiOKE DAMPER INSTALLATION. x I ��NiVE�TlON �j � ELE�TRIG DOii/6E�TI� �/�T�� � � � i �iZE �F lBN1T IPiLEI°. ;,;: J �����R �I�I(V� ������I� , --- ;;;; �-------J — �����e�� ���L����, ��. �IRE DA�/IPE I �E��IVi�KE � � m � �JQ SCALE � �� ������ �� L I����� � � � 0 -_ � � `/ER�I��L FARI G�lL IJI�IIT I�lS1°ALL Tl�f�l � rvoscA�E /� `� � � � 4 NO SCALE � o C� ,�"°F� o � � � N q� p+ �+c p Ag�,Y /�p � � _ . . � . . � � . � � er va . ��� 4,f�V� JG/`1Ll'1Etl 1 lJl"i � . . . . . . . 1 f4 OF W 0� GAS6CETEf3 FITTiR1� �tJ J �°' B�ON�Ml1Ma FfO�Fi �ELOCI�° �EJ�T, � I..�J � Q S B'D.IN FITTING WITH � � � � �4�ICAL SPI�!-IN F9TTING �Al/ INSULATED SUPPLY EXTERIOR DUCT INSULATION. � O � x RETiJRN M�4tVl�AL DAMPERs DUCT, AS NOTED IN P /� , � HAtVD�E� �C L�CK NUTo INSULATEd FLEX DUCT. v J � � � a WALL MOUNTED � SPECIFICATIONS. � � � � 6 FLE� C?IICI°. �"�"� READOUT �, �`�0 I B ENJ O � c° � Af�llAS�'1�T � ; r,.-`' BEARIN� � � _ e -� IN �+lELL >�a � ,,r � � . �,, � ; -°�� � O � � � ,�'' ,���1 s°r d � i � ; � O d' �.�r`' �� � � ��°°°` ,.��r`"f� �� H Q ? � �,.r' �,. � , � � •' �-�-.----'"" � � � FL�VU '' VU�RM DRIVE SDS. � , � �— SUPPLY � �NETER � SUPPLY -� �LAPAPo SHEET METAL STRA� , ' o SHEET METAL SHIEL� .�� ; ' ¢ Sry9NgG�pLECp�LADuEq � � : iJ�MP`Gll I� C��C.i� � � o �PF'�SE� �LAl3E NOTE: s � 9a DIAGRAM FQ l�� FIIGH V L�CITI` ; NOTES: A �E� IF F��= DUCTWORK EXGE�°T IBP�TREAM OF S.S. WORM pRiVE �LAPA�. � CONTRACTQR OPTIQN FOR �TU VAV BOXES. � IT A PE UPS EA : -� METER MANUFACTURER. �EA�L BaI�Tl�l�1' OF VAV BOXE�. SQUARE TO ROIJND ADAF''fER CEILING DIFFUSER. �; °� A�tOEl�i6? E�!`TIRE AS REQUIRED. � , ca TA,KE-OFFo , ����� ��� � " ��11 Ii�ETER �I/����� 45� �J�T �fi�K�- TAKE-�FF 1�4�R�M TYPICAL DlFFUSER ���1RIE�TI�N DI�GR�41\/I � F F ����o`i1�A! � NO SCALE m ; / � , � NO�CALE � (�t�SCALE ( 1- ) NO SCALE � O � / o.:.i � � c ._ 4 ADDENDUM 2 03.02.2011 � � 3 ADDENDUM 1 02.18.20i1 � m 2 CONSTRUCTION 02.18.2011 � � � ISS.# DESCRIPTION DATE . . � �� . . . �. � . . . . . . � . � . . . . � . . � . . . � . � . � � k ��d`u� F ���� S ��; . . . � .� � � . � . a � ARCHITECT'S PROJECT N0.: 21064.04 �a ��� 4 �� � ��.$ ����� ��������M�.����� ��' � �,� �� � � � .�Y � � „�a �� � ����3� s �v,����;� �:���w.r ,��° � �- ) , ����� , « �_� , ry:�.,�a y« �_�� �at_����;. �_7_�_ ._..___ � � ``�°� u � �� T �s:......�. ,. , . :� ,��_a.. r�.=�,�.� a__ ' " "� j � � � � ,w: ..,. _ ,.,.._ ,., .�_:x�:��� _�vz_,s_...���. , �'�' � ��.,���``� t/) . . � v � � c a� c..� � � v� ; c a � � � � � � � � ' F . . . . . . . . .. . . . . . . . . . . . . � ��� �.� �� � �I . � . . . . .� � . � .. � . . . . . �. . � . . � . . . . . . . . . . . . . . . . . � , . . � � � . . � . . . � . . � . � . .. . . . � ��... . . .. . � . . . . .. . .. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � �EY PLAN � � ' , � � � � �� � O q O � MECHANICA� '' . � � � . . . . . . . . . . . . . � . . . � �. � � � � . � � � � � . . � � . b . � DIAGRAMS ' � EAUDIN . ,_ � . . .. . . � � � . . . � . � � . . . . . . . . . . . . . � � . . � . . � . .� j �. � � . : .� . . . . . . � . � . . . . . � . . . � . . . . . .. o �j ANZE � �._ � Consulting Engineers, Inc. � , / Lake Tahoe: {530) 550-7334 m VaiL (970) 949-6108 COPYRIGHT 2010 � � Denver. (303) 278-3820 Project No:8828.04 Fort Collins: (970) 221-5691 Albuquerque: (505}323-9070 www.bece.com „�,, ; ' `�„ ; . ' � �pilt9�{�y , i '►►�� L � �. ; . �� -�'�. '�l+? ''r�.h �•��/��.�_ . ; .�,,���, �. .�,yd���� , � �—UNITARY EQUIPMENT p / �. rc � C . u„�,, 1 I � :g,�;��- . , ,� ,e, r�'j” r, '�I��ry ; . r �,� ��„��r � r,�,.�_ , CONTROLLER (TYP.) ������L ����f�OLS �VTG�. I �► {�1/�,,,,�.,�r ,,�'o r ' 1�L1°�� 'f0 HQT �IAi�� FIXTtJr�E�, � �. �a`,� `�"�j� : /—GENERIC I/0 CONTROLLER DE�CRIPTI�N: � '�;�J��iyy; �r��,. tE,i�� : � , (TYp,) THE �UILDItVG ��IV`fROL �YSTEM (BCS} SHALL CONSIST OF AN ASHRAE . ti�l ���,��{, � ��1�.��,�+�,4� • �� �T"AhJ�,4�D 134 �0{�PLIANT ��ACNET COMPATIBLE) FOR CONTROL OF HVAC & '. ��������•,��,.��V�;,. � F'LCIA�BIN� SYSTEMS WITH ALL STATUS FEEDBACK AND OCCUPANT CONTROL . W����uy� ,• � , �1��3'--- F�O�I Fi�� WATER F6�T�E���. A�AILAQLE THR�UGH THE WEB INTERFACE. MAJOR COMPONENTS INCL.UDING ' . � TtiE ��ILERS A►V� E(2V SH�LL �E PRQVIDED BY MANUF,4CTURER WITH BCS �; LAN �O�PAl1�LE COh1TROLLERS IMTH ALL AVAILABLE INFORMATION WITHIN ' • . . . . . • � (BY QTHERS) �QNiMIJNIGATEQ 1°� AR�D GRAPHICAI.�Y REPRESENTED IN THE BCS. ' � — FROhA CV�I SUPPLY. REM�TE A�CES�: copyright 2010 �` REVERSE RETURN �-2y�" P'RC?\flDE REM�TE A�GESS VI� WEB �ASED INTERFACE. REMOTE ACCESS `� �H�,LL HAi/E, AT A MINIMUM, THE FOLLOWING VARIOUS LEVELS OF CONTROL � � T0 HEATING � ..% ��o Arch itectu re I ne. WATER SYSTEM. �2�tn S �APA�ILITY �ASED �IV �REDENTIALS I'ROVIDED DURING LOG—IN: � : ❑ a ��� 1 a VIE1N OiV�.l' — IVt3 AQJUSTMENT CAPA�ILITIES. PROVIDE 'VIEW ONLY' OWNER TOWN OF VAIL ' REMO� A�CE�S LOCAl10N AND CREaENTIALS T0 ENGINEER AND DEPARTMENT OF PUBLIC WORKS �AMMIIS�IONING AGENT UPON STARTUP OF SYSTEM. CREDENTIALS 1309 ELKHORN DRIVE ��`�E.� PR��IC1E� TO ENGIIVEER ANQ COMMISSIONING AGENT SHALL NOT VAIL,CO 81632 EXPIRE �IBRItdG THE PERIOD OF THE WARRANTY. o VdE6 t;970.479.2158' � � A! P,I BI BQ 2, OCC4JP,4fV1' LEVEL — SIMILAR LEVEL OF CONTROL TQ THAT AVAILABLE A CCINIROL 7AN&t TEMPERATURE F�T SE1` (��1BhlT SERVER VIA HOME AU1'�PAAI°ION TOUCH SCREENS. , BY CYCLING ON AiV9� �FF ASSOCIA7�� 30 1�ECHNICIAtJ LEVEL � FULL CONTROL,' TROUBLESHOOTING, ARGHITEGT 4240 ARCHITECTURE INC DOMESTIG H�T V+JATER INJECTION i'UMPS F'—�a � .... . ❑ ADJUSTh�ENl', AN� PROGRAMMING CAPABILITIES. 3003 LARIMER STREET DOMESTIC HOT WATER TEFAPERATIJRE SE°f DENVER,CO 80205 ' POINT TO BE lNITIALI.Y SET AT 12D°F (,4DJ). ��S SHALL UTII.IZE RE�IQTE �CCESS TO THE WEB TO AUTOMATICALLY t:303.292.3388 f:303.292:3113 �L—1 EXPANSION TANK, �ALIBR�TE IT� If�l°ERNAL TIME—OF—YEAR CLOCK ON A MONTHLY BASIS WITH CIVIL ALPINE ENGINEERING ING + AMTROL �T-30V-C. AQUASTATS 1tV THE HOT 4yATER PIPIN� �hI�LL TFIE OFFICIAL Vd�RL� TIME. ��'� GYCLE THE ASSOCIATED DHW FFEClRCULATI��3 �ACNET COMM �US(TYP.) ENGINEER 34510 U.S.6 UNIT A9 � •�F PUM6' P-3 TO MAINTAlN A [3��lESTi� H�T �RA�FIIG�: EDWARDS,CO 81632 t WATER RECIRCULATION TEMPEF2ATURE JF 1��`� -- A� lN�I�AIE� I�D °fl�E P�INTS LISTS ALL BCS POINTS SHALL BE t:970.926.3373 f:970-926-3390 � � SUPERVISORY NETWRK ' RELIEF VALVE, PIPE ��pJ•�• � � i �EPRESEN7ED BY GRAPHIG DISPLAY ON THE WEB BASED INTERFACE. ITEMS SURVEYOR PEAK LAND CONSULTING,ING. I � CONTROLLER (TYP.; �UGH R�� F'4JMf'�, �APJSo CC?N7ROL VALVES, AND DAMPER MOTORS SHALL BE INDIRECT TO FLOQR (/ IfVTERNET � REF'RESENI'ED �1' ARII�9ATED GRAPHIC DISPLAYS. GRAPHICAL FLOOR PLANS 1000 LIONSRIDGE LOOP ���I�. l`(BY OTHERS) I iMALL If�J�IGA�E AIRSI�E Z�NE DESIGNATIONS AS WELL AS THEIR SPACE VAIL,CO 81675 TEMPERAl1JRE SETF'OINT, SPACE TEMPERATURE. BACKGROUND COLOR OF t:970.476.8644 �� �// Z�M1IES SHALL �E �HAN�E� �S FOLLOWS: STRUCTURAL MARTIN/MARTIN,INC. �---- � ENGINEER 12499 WEST COLFAX AVE: NEW DDC SYSTEM SFiAI.L BI 1, Rl�PIE ° ���4�E 1'EMPERATURE WITHIN 3'F OF SETPOINL LAKEWOOD,C080215 AO AI CAP,QBLE OF INTERFACING NTH �. RED — �PA�E IEMPERATURE GREATER THAN 3'F ABOVE SETPOINT. t:303.431.6100 EXISIING REMOTE OPERATOf 3. �LUE —SPACE TEMPERATURE LOWER THAN 3'F BE�OW SEIPOINT. WORlCSTATIONS AND EXISTIIv DDC MEP BEAUDIN GANZE CONSULTING sYSTEMS (N OTHER FACILITI:S. GRF�PhlI�AL FLf3�R PLANS SHALL ALSO INDICATE DE—CENTRAUZED ENGINEER ENGINEERS,INC. EQUIPFAENT BY Lt���4TIC1tJ f�ND DESIGNATION. ANIMATED GRAPHICS ARE NOT 222 CHAPEL PLACE REt�IlIR�C3 �iV T9-IE G��4PHICAL FLOOR PLAN SCREEN. ADDI110NAL UNIT AG201 INFQRMATIC�N ��R P� GIVEN ZONE OR PIECE OF EQUIPMENT SHALL BE EASILY AVON,CO 81620 ACCESSED �Y DS}U6�E—CLiCK�NG ITS ASSOCIATED FLOOR PLAN GRAPHIC. t:970.949.6108 D<JIVl�S 1 I� VV/'l��� ��t°`���f� �I��l�l� �I��R�IVI ARGHI ECT POSTOFFCDBOX8528 C�RI°T L Y�TEIVI eql��Hll°ECIURE (�ACNET� � SCALE: NONE BRECKENRIDGE,CO 80424 SCA�E: IVORIE t:970.389.3583 � x ' � x I F�""'�'��-�°�-°�—H wR� c� � I UNIT MOTO� � ' ; '! � . 1 l � - � :� � STARTEE� � I ;..�..� F4V1�� ,,���{�° � '.. � f{�..,,.s? M � a Q � UNIT NOTOR � � o Q STARTER Fd1Pdf�� .��' f'`� ^ � MS I r � � � . I H�-2 � � � �� � � �- �,,5 � � �c 0 m N � � TSTAT � � � TSTAT TSTAT � I�..I �l Q OS E?CFlAIlS°f FAP�S SEi2�iNG THE MIECHANICA�, E�ECTRICAL, Iel'. �L�sE°f� AN� � ��.• � `� ELEVAT�R �AChli�lE ROOMS SHALL BE CONTROLLED BY If��Ii�IC��1�L SPA�E � EXHAUST FAN SERVING THE CATERER'S PANTRY SHALL ENABLE M�41P�TE� �OOLlNG �'FiERMOST'AT SET AT 80'F (ADJ). � " � UPON GLOSE OF A SWITCH WITHIN A MAPVUAL, WALL-MOUNTED, EXMAUST FAf�� SERVUG SECOND LEVEL IRlDiVIDl1AL RESTROOMS �l�Al�L �E � � � 0-60 MINUTE TIMER DIAL. CONVERSELY, THE FANS SHALL ENA�LED UP�9N DETE(TION OF OCCUPRNTS. EXHAUaT FANS SI-�ALL �E UPON A RISE ifv SF'ACE TENIPERATURE ABOVE SETPOIN°f �LIPS UPON A DROP IN TEMPERATURE 6�LC�1N SETPOIhiI' PLl1S QIFFEREfV11AL, P � � g R DIFFEREiVTlA�, EXH�4JST F�NS SHALL ENABLE. CONVERSELYm llP�td A FAN SHALL ENERGIZE AND HEATING WATER CONI�'e�L VALVE SHALL �•/.� � � DISABLE UPON OPEN OF SWITCH. DISA�LE(7 T�tJ MlhlliT�i (A�J. UP TO TMN� H�IIRS V4�TFi COiVTINUQ�S C1lJ �EG�E,4SE ii� SPACE TEMi�ERATtJRE BELOW SETPOINT PLl1� �IFFEREN11Al., OPEN. CONVERSELY, UPON A RISE IN TEMPEf�ATURE A��VE SETPOINT � �VERROQE) P,�TER L��' DETECTION 0� OCCIJ�AtvTS. EX&��,I�ST° F,4NS S�IALL DISABLE. PLUS DIFFERENTIAL, FAN SHALL E E— NE GIZE AN HEATING p THESE FAPVS ARE NOTINTENDED TO BE ON THE DDC SYSTEM. WATER CONTROL VALVE SHALL CL��Eo T 6� FAN IS N�7 !N DE� `f0 BE ON TFlE D�� SYSTEM. Ti�E�E FAfV� ,4F�E iV�T INTEPIDED TO BE ON THE DDC ��`STEM> � m CABINET UNIT HEATERS AN� UN6T FIEAT S A E T I PIDE� TO v E�HAUST FAfV ��F�AIJ�- F�RI E�HAl��T F/�N BE oN ,�E DD� SY�-�M. � � �� WALL SWITCH CONTROL �CHEMAT�� ���CJFA���Y SENS�� ��HEM� I �' E�iVi��TAT ��NTROL SCHE T'I� CUH ACVD UI� ��N TR�L ��HEM�I°I� � 3 � SCALE: NO SCALE �CRLE: �C)SCALE SCALE: fVGNE �, SCALE: NO SCALE � � 0 0 � � � 0 � . .. . .N . . . � � . . � � �.. ,r`._•• i , FB��� � . . . y''�C'Fxr��� a� 1�� 2 ., .,. �, _ S._,.. vc. � . . � � SSt�TEfVIPC)IPV'fSL9�"f � � � � �, ' � ?�. . ���.�, �� `��_ �� 4,�d��'��� � � o ��e�,� aNaLOG etNaRY svsrenn FearuRe �,.� ��'�°� y���`;�_ � � � « �i ` a CJ�CT �CDIL INPUT OUTPUT (NPUT CSUTPUY A�ARMS PROGRAMS �„�,�,,�;��.,r�� ���„����� ��� W = � ����� c� � o W � , ,_ �. � � � _ � Z � Z a q � � g � / A. � � . . � .. . . . � . . � � � � � � . � � � . . . . � � � � SkTEMPOINT 2 � � ? y � � Q W .� .,a- .._�.w_. ,.,, ...._. �q . . . 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SHALL HAVE TANK TEMPERATURE INITIALLY SET AT 120°F (ADJ.}. �AANUFACI"t1RER S RE�OMMEfVQ�TICINS T� SENSEOIL FLOATlNG ON — 3 ADDENDUM 1 02.18.2011 m GONTROL TANK TEMPERATURE AT SET POINT BY ENERGIZING TOP QF T�'iE �tATER TO BE DISCH,4�GED ANQ PfEYENT THE 0!L �X� �,� oHwa�ASTAT x x X x x 2 CONSTRUCTION 02.18.2011 � ELECTRIC ELEMENT VIA MANUFACTURER'S INTERNAL CONIROLS. FRE?PA �EIING EJECTED INT� THE SEVVER SYSTEP,�. � �� . � . . � � . � � DHW EMP X X X X � . . �°— WH NOT IPdTENQED TO BE ON THE DDC SYSIEM. 6'UMP SFEALL CYCLE �N WHEP�I F'IJi�IP C7PJ LEVEL 5 REACHED Af�lLl oHwFCiRCTeMP x x x x — — — -- -- - -- -- — 1SS.# DESCRIPTION DATE 'x OFF W{-iEN PUMP OFF �EV�L IS REACHE�. PUPv1� SHALL GO INTQ oHweaRCPUMP x � Q l�l1QIBLE d�LARM WHEN ALARM Qi�9 LEVEL IS REA;HED. srAR�sroP ARCHITECT'S PROJECT N0:: 21064.04 . � d' . � . .. . .� .. . . . . . . . .� . � � � . � � . . . . . . � . � . . .. � . . � � � � � STATGCIRC PUMP X X � X . � � � � . . . . . O , � N . � � . . . � � . . . � .. �. . . � . . . � .. � . . . . . HRV OCT COIL � I . . . . . � . � CONTIOL VALVE � � � � �, ELE\lAT�F� SHAFT SUIV�f� �LE1lATC�R �H�F�T �IJNP �9 �� �,� �� �� �o X X , X � � � HRV ocT cai� i � � � � � � DISCHRGEAIRTEMP � � � � HE�TE� C�NTROL SCHE�JIATIC PIJ�/iP' �(�IVTF��L ��HE�IATI� � � � � � . . . � . . . . . � . . . . � . � . . � HRV SATUS X X X . . � . � . . . � 9 E°IEH,T �E�4)i�E�l� �/Ei�11��sT�F2a �E�i/IfV� FiF2ST F�O�R AI�lD THIRD FLOOR RESTROOMS SHALL BE HRVSArznsroP x x � SCALE: NO SCALE �GALE: f�10 SCALE E�JABLE� [}l!�@B�� O��t1PiE� 8°9��1�� AfV� �I�f���E� �URING UhIOGCUh'IED HOURS. r+RVOCrcoi� x � i , . . . . ++ . . . . . . . . . . . . . . . . . . . . . . � � � � � PUMP�TATUS � � � � . . . . C � . . . . . . . . � . . . . . . . . . . . . . . � . � . . . . � . . � . � � � � � . � .. . . � . . . �j Ati C�!`JTf�t)L �Al.�9E LDt�I TI-0E FiEATiIV� �NA°fER �11i��LY TC) DUGT CC)ELS 0�1 HRVS SHALL HRVOCTCOi� X � � � . . . . . . . . . . . . . . . . . . PUMPiTART/STOP . . . . � �8��!lL��E �"� MAINTA�N A �l��F{AF�GE AIR TEhAP'EI��TtJRE OF 6�'� (ADJ.). .v� ------- - - - — - - - - - ---__ __..__._ __. _ -- . � � � . . . � . . . . . . . � . � � � . � .� � . . . �. . � � . GENEAL NOTES: . . . . . . � . � . � .. .. � . � 7 TP-iE lJhJ�T� E�FiAt1 al' F,4� �F#ALL f�PEP�A`fE !f!A M,4f�(11F�,CTURER S F'AM1I QEFROST CONTROLS FOR . � A SET AM�t1N°� �F 1"lf�E T� ,4l101D FR�S°f ��iVDi11�NS. � I.� l� l'1 L� -o THE MOTORIZED DAPAPER IN THE ELEVATOR SHAFT SHALL BE ° POWERED CLOSED. DAMPER SHALL OPEN UPON DETECTION OF � SMOKE 1N THE ELEVATOR LOBBIES -0R HOISTWAY, UPON POWER ��� � � ���� KEY PLAN o FAILURE AND UPON ACTIVAl10N AF MANUAL QVERRIDE CONTROL ; , � WHICH IS CAPABLE OF OPENING/CLOSING THE VENT AND LOCATED � IIV AN AHJ APPROVED LOCATION. INTEGRATION INTO THE FIRE � � � � �' � � ���L ' " °o ALARM CONTROL PANEL MAY BE REQUIRED. � i �L 1 ��� 9 ��i_,� ����IVI/`"� 1 Ilr ` � a �c���: Na��A�� MECHANICAL � ELE�/�TOR SHAFT �IJMF' coNrRO�s s H � HEATER �ONTROL �CHEIi/�ATI� �EAUOiN a °� �j ANZE � f �;h � SCALE NO SCALE c� Consulting Engineers, Inc. [p VaiL' (970) 949-6108 S - / Lake Tahoe: (530) 550-7334 COPYRIGHT 2010 ; Denver. (303) 278-3820 Project No:8828.04 � Fort Collins: (970) 221-5691 Aibuquerque: (505)323-9Q70 www.bece.com i .�.,._� _.....,w�. �� ,.m�.,v . i �.�..�� ,��.��,�.,,��.��.,..���� �� r � - . . . . .`^ � � l ' • � 1,!1I�y,� � .� . d'�1��';f� •�1 +`,�'-�"t'+� , . �•�� �11���` !�'��+� : / 'I . . . . . ... � . . . . . . . . c t' �a ►r +.�4i��+,ry- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `-�a �1,;� . �t�_` . � {�?y,�r ``��j/�� t �1�,��*,s;y�_ : . ���� ���'����v���� .��'��� .� �:W{I�I��{/ [w+�1���'� ��� . �?'����+� +��G t R�y.: THE SYSTEM CONSISI' OF A FAN ��IL IJNIT !WI`fH H�T W,4TER CC71L. DX GONDENSING '. '� w+�;�, y� � `��� .*,'w : • � UNIT, SUPPLY FAN AND PAQ1'ORIZED �UTDQ�R �IdD RETURN AIR DAMPERS. MOTORIZED '• �+�,�t'� ,■�� ,••*�,�'`'►� . � , t� a� {a�.,���■ . �'r• CONTROL VALVES FOR H�T VVATER COILS M�,Y �E FLOAl1NG CQNTROL OR ANALOG AT • �''�U�`rJ�1I�,�1L,�:��`� • SIJCTION�� THE CONTRACTOR'S DISCRETI�N, AN� 1MLL Nl�DUL�TE A� SPACE TEMPERATURE STRAYS '. ��� DISCHARGE—� ' SYSTEM P�ItdT'S�I�T�-F,�td�t?i�t1�lIT FROM SPACE TEMPERATURE �ETP�lN1'. ' . ' ANALOG �EPdARY SYSTEM FEATURE ' • • iNPU-r ourPUr e��u�r auT�ur ALARMS PROCRaMS THE ROOM TEMPERATURE SETP�IN1' �HALL �E SCHEDULED THROUGH THE OPERATOR �s � � � WORKSTATION INTERFAC�. 9NFIEN IN UI�OCCt1Pl�� MODE, SUPPLY FAN iS DE—ENERGIZED a � AND ONLY RE—ENERGIZES 5Fi0ULQ SPRCE TEMPERATURE FAI.� BELOW OR RISE ABOVE copyright 2010 OSA ;.�`'� � � ^ � � Z NIGHT SETBACK SPACE TEhAF'ERA�TI,IRE SETPOIN7S. SPACE TEMPERATURE SENSORS �_ �• `.� �� o � > N I a = � W SHALI. INCORPORATE AN AFTEii F�OURS �VERF'tRIDE BUTTQN TO ALLOW FOR A TIMED ��A • SYSTEM Pp,NT W � o o � � W o � � Q � y NoT� o Arch�tectu re I nc. oescRiPrior� W ? W � o LL � U o ; W Z } W �. �, > OVERRIDE INTERYAL (INITIALL`f aET �4T 1 FI�UR E4DJll�TA�LE} SHOULD AN AFTER HOURS �1' `` � � � _ - ° � W � � W a a ° ( � " LL = � � FACILITY USER QESIRE CO�NDITIC�NEC� AlR. � .. . . . . � � � � . . � � . . . �. . . QM � Cl . Cl . . N p F=- W = E Z 4 R �y � V+ . N N U p Z LL. „A Q aj . . . . . . . . . � � . . � . .. . .. . � . . .. . . . � . . � . � � . � � . � . . . °6°C . . . U W a K W F O 6- O ? � O 6-' � ?j, f9 � J � 0 Q !- C% 2 . . . . . . . . . . IC � � > > � . W . � . � N � '� NO � � oJg � oLL � � > � go . . . . �OWNER.� . . TOWNOFVAIL � a � a � a = U v q Q w Q w Q W U � = a � _ ° 4 W W 4 � WHEN OUTDOOR AIR ALLOW� FCiR E�ONO IZER OPERATI�fV, MOTORIZED MIXING DAMPERS DN9 � -zW � w = � aw � "o -� r � raoz �? O ' � � r � � WO - DEPARTMENT-0FPUBLICWORKS ca a � a � � � m c� a � � g � � �. N � �n o J w x �. = o ti � � � a SHALL MOQULATE TO MAI `TAI SPACE PE A RE AT $ETPOINT. IN ADDITION, 1 3 0 9 E L K H O R N D R I V E sPacerer�P x x i x SPACE TEMPERATURE SE�°POiR�T �'afiALL �E A�AIP�1TAIfVE[y �Y MODULATING THE HOT WATER VAIL,CO 81632 RL�' �F� FRZ wamewcoo�eR x x x VALVE OPEN AS SPACE TEt�A�ERQ.TURE FALLS �ELOW SETPOINT PLUS DIFFERENTIAL, ANL1 FA�ssAT�s x x x x BY CYCLING ON THE REM�T� �ON�EN�IN� d1NIT �4S SPACE TEMPERATURE RISES ABOVE t:970.4792158 � ! �ll�B 9OiV� FaN sPe�o x x SETPOINT PLUS DIFFERENTB�L» WNEI� (Jl1TSI�E AI� TEMPERAIURE IS BELOW ECONOMIZER ; 'I. � �������� oiscH�aiRre�wa x x x SWITCHOVER SETPOIfVT (Ii�lITlALLY 7�' AC)J�, ivIiXINC9 DAMPER ARE TO BE AT MINIMUM ARCHITECT 4240ARCHITECTUREINC F ZONE CO2 ROOM MOl1NTED � � SPACECO25ENSOR x x FC-1 ANDC-4 POSITION. RETURN AIR ��4MPER SHAL.L �E 100� QPEN AND OUTSIDE ,41R DAMPER 3003 LARIMER STREET LEVEL T-STAT ��J� R,aoAMPER x x SHALL BE 100! CLOSED If� tJIVQC�IDF�IED ��C�Ea DENVER,C080205 . . . . � � . . . .. � � . � . . . � OSA DAMPER X X . � � . . . . . . . � . . � '�-��� FaN�Nas�eiaisAe�e x � x CO2 CONTROL t:303.292.3388 f:303292.3113 � Hwva�veoPe» x x SPACE CO2 LEVEL SHALL �E �AlhlTAlNE� AT SETPOINT �Y AAODULATING THE MIXING BOX CIVIL ALPWE ENGINEERING INC. Hwv�wec�ose x x DAMPER T0 ALLOW THE E2AT1C) !�F �UTSIDE p,IR T� INCREASE FROM MINIMUM SETPOINT ENGINEER 34510 U.S.6 UNIT A9 ox coouNC x x TO 100% OSA AS CO2 LE�EL IIV °fHE �PACE IfVC�EASE� FR01�/i 25d PPPuI TO 500 PPM. EDWARDS,CO 81632 `� t:970.926.3373 f:970-926-3390 nmeo oveRR�oe x x FAN SPEED CONTROL SURVEYOR PEAK LAND CONSULTING,INC. k ' FAN COIL IS EQUIPPED WITH A V,4RlA�LE FREt�UENCY DRIVE TO ALLOW VARIABI.E 1000 LIONSRIDGE LOOP : �ENeRa�Nores AIRFLOW BETWEEN HEATING ElN� COOLIfV� SEAS�(V. RESET F�4N SPEED FROM MAXIMUM 1'Q 5Q% OF MAXIMUM AS �(}C�LIN� �/A�LVE C7UT�iJT FALLS FROM 100� TO 0?. VAIL,CO 81675 t:970.476.8644 �" NOTE: VERTICA� FAN COIL UNITS INCLUDE FREEZESTAT LO�ATECP DC}iM��Tf�EAM C9F FIEAl1NG COIL TO SHUT DOWN FAN, STRUCTURAL MARTIN/MARTIN,INC. ° '' HAVE SIMIILAR ARRANGEMENTS. CLOSE OUTSIDE AIR DAMPER, APdLl FULLY OF'EIV NEATING WATER CONTROL VALVE UPON �0 AI AI I �I 0 �4Q �f? �I AO 0 BO BI AI ENGINEER 12499 WEST COLFAX AVE. DETECTION OF A FREEZIN� G�N�ITION. FREEZESl°AT'S ARE TO BE THE AUTQMATIC LAKEWOOD,CO 80215 RESETTING TYPE INITIALLY' SET TQ TRIF' Al" 35 L�EG Fo � t:303.431.6100 � FEATURES: MEP BEAUDIN GANZE CONSULTING DISCHARGE AIR TEMPERATIJ�ES SHALL �E T1�ENDED H�URLY ENGINEER ENGINEERS,INC. SPACE TEMPERATURE SHALL �� 1'RENDED h4C3Uf�LY 222 CHAPEL PLACE GENERATE AN ALARM SHOULD FAtV STATl1S NOl° MAl'GH FAN COMMAND UNIT AG201 4 MAKEUP AIR CQNTROL (FtJTU64E �PE�ATi�NS} AVON,CO 81620 F ' FAN COILS FC-1, FC-2 AN� FC—� SHALL �E itVTERLOCKED WITH ASSOCIATED FUTURE t:970.949.6108 �° �/� : F I L I� ��� 1 ��L ���E IVIAT I C GREASE EXH HOOD/SYSTEi� TQ �ROVIDE ��NDITIC�NED MAKEUP AIR (IF NOT ALREADY LANDSCAPE MARY HART DESIGN OPERATING) WHENEVER THE GRE,4SE E7fFi �YSTEM IS (7F'ERATING. UPOIV DETECTION OF ARCHITECT POST OFFICE BOX 8528 � ��A�-�� ���� COOKING OPERATION VIA HEAI° DETECTd� C�� C�ThiEf� APPROVED MEANS, START FAN BRECKENRIDGE,C0 80424 COIL MOTORS (BOTH FC�� AIV� F�—� FOR �E�OIdLl LEVEL SYSTEM). MODULATE HEATING t:970.389.3583 WATER CONTROL VALVE C3R EN�BLEfC�ISA�LE �X C�f�LING TO MAINTAIN DISCHARGE TEMPERATURE SETPOINT (ADJ.). ; '; ,, ' x 2�21�i" ' ' x i c� � 4 � f � � � � � � � � n- 1�i�'a"G TO �OILER� TYP. 3. t� � � _ ,n . o � � � � � � � � � , I S�°�TEM1lI PC29h8TS Li�T' � ��"' � � ; � ANALOG �INARY SYSTEM FEATURE � ; ' �, a DOWNWARQ GAS FLOlN CP Cf� C� � � . � I$ INPUT OUTPU'f INPUT OUTPUY ALARMS PROGRAMS � � N DIREGTION INTO � I QIRTLEG TEE, TYP. � i W � � � e _ � � � � _ � � � _ � � J � � �S_ � � . � . � . .. . . � � � . � .. . . z } � I N � '� � . � (f � . . � .. � � . � . Q� . . . � � � . . . . . . �- . � � � . � � ��I�3�g��t���g�t�°�����y. Tt � . . .. . SD SCRI T�ION W z W E�, o I LL tn � B �(� m W z > w � W � r NOTES . � .. . . � . �� r . � ' . . � . Q . : . . .� . . . . . . . . . . . . � . . �. . . . .�d""06SeJV�6tl i. � .�°f' . . . . � � � . � � . � . . � . ai a t=- w = E ( z 4 a W KI� N oi ti � p Q LL � q ¢ . � . . . � o W o � o a�oMO � ca � � o < � c� z � � � _ � � � > rc z � ( � �+ `� � ° � UO � ° � aLL � oo � a 3 . � >C � . . .. . . . . . . ..� . . . . . � � . . . � . t9 4 h a K � � m c9 a cs p ua sn u. vs W ur O J w i � s O y F F W � . � � . � � � �� � � •` ' . . U . � . . . .. . . .. . . . . . . � � . � . . .. . . . � . . �, Z f W � � 0_" '$ ty 4 Q J 4 � O W U 6 � 4 �ry i°' Q W W 4 1- ', w � w � awu. p ti � _ r- � aOz . . i . . . . u .. . r)�n . � . . OSA TEMP X X X � � . . � . . . � � .. � � � . . . . . � . . . . . . . . . . . . �7 .. � .G. . . . . � � � . � . � � �� BOIIER � � . .� . . � � d � .. . . � � � � �: � � � � � .. . . � � . . � . . HWS . . ZrL� . . . . . . . . ENABLEIDISABLE . X I � � � � � .. � � . � . � � . . . . U � . . � � � � � . . . . . . . . . . . . . . . . . � . . � . . . � . . � . . . � . . - . . . . . . � � . .� . . � . . . � � : � � . BOILER STATUS X X . X X X : . . � � � � . . : . . . � � . . . � . � �. . . � . � . . . � . . � . . . � . . � . . . � BOI�ERTEMP . X X X X � � . � �� . . � � . m . . . . . . .. . . . . . � . � . . � . . . . . . � .. � . . . � . . . . . . . . . � . � � . � . � . . . . � � � . . . � � . . CIRC PUMP . � � . � � � . . . � . STARTISTOP X � �� � � . � . . . . � � . . . . . � � . . . . . . . . . � � . � . . � . . � � � . � . . 1 � . . . . +., . � . .. . . . . . . . .. .. . . � � . . �� . � � � . . . qRC PUMP STATUS X X X X X . � . . .. . . � i . . . � . . � .. � . . .. . � . � . . . .� ,�' � � .. . . � � . . . � � � � BOILER � X X . . � . . ; . � . . .. . � . . . . � . ENABLEIDISABLE i . . �_...`� ) � � . � � � � . � � � � � � �� � . �. . � � � � � . � � . . . . � BOILERSTATUS X X X X X � � .. . . . . p� � � �. . . . . . � � � , J�I�� � � . . , � . : �� � � . . . � . . � � . � � BOILER TEMP X X X X . . � . � �: 1L• ::: ' . . � . . . . � .. . . . . . . . . . . . • »:, ::;;. . � � � . . CIRC PUMP � � . � � � . � � ,,.� ,.....� ..� 1°� GLYCOL FEEQER. � ���, X �i � r.... �. . . . \ i .. ; D_r1 ` � D�� d�� : START/STOP � � . . . . . . . . � ���'' � '�....�f \ � r . . � !-4 \.....,°' .!� t\....._`; . . � . . � � � � . � . � � .. . . � . . . . . . � � � CIRC PUMP STATUS. X X X X X � . . . . . � . . � . . . . . . . . . . . . . . VFD ;,::. �D :::; � . � BOILER i � � . � . . � . . � . . �� . . � . . . . . � . . . � . . . . . . . � � � � � . . � � . . � . . . . ENABLEIDISABLE � X i $ . . . . � X X O� . . .. . . � . � � . . � � . . . . .. . . � . .. . . . . . .. . �OILERSTATUS X X X . . . . . . . . N . � � . . . . . . . � . . � � � . � . . � . . . � BOILERTEMP X X i X X . � � � � .. . . � � � � � � . � . � . � . . � . . � . . � � . . � � . � � � � . � . � � . / N N N N N N ciRC PuMP I � . . . D� . . . . .� . . � � . . . . s a e e c s � � � . . � � STARTfST6P. X X . . . � . � � � . � � . � � � . . . . . � � � � CIRC PUMP STATUS X X X ( X X � � � � U � HW� 2�e HWS� �°' wN ciRC PuMP x x! w 2°' -� EXPANSION TANK, � � sTARrisTOP . � . � . . . � . . . . � . . . . . . . . . . . . . q . � . . . � � � �. � � STATUS PUMP X X X I X X . . . TACO GA. m HV►�R HWR— 3 . . ,/ � . . . . . . . . . , . .. � HWSTEMP � X X X � X . .. . . . . . . . . . �� � . . . . .� .. ... . . . . . . . . . .� . . . .. �� � � . . � � � . .. � . � . . � .. � � . � � � HWRTEMP� X X X X � � � � � . . . . /� . . . . . � . . � . � � � .. � � � . � . ,�t.nPT � . � HWSTEMP � X X X �. X � . � . . . . . .. . . � . � . � . . . . . � � . � � � . � � . .� � . � . . � . . � .. . HTG PUMP � . . . . � � � . . . . . . � . . � � .. � . . � � // . .. . . . . . . . . . . � . . ���� ��� ���� . . ENABLEIDISABLE.. X $ X . . . �. . . . . �D . � . . � . . . � . . � � ��o. � . . . . . . — m �'� I T� FAN COIL UNITS, _ I Hr�PuMP srArus x x x x x 4 ADDENDUM 2 03.02.2011 .. . � . . . . . � . � � . ��� � . � � � I � . � HTG PUMP SPEED X M I X � m � � 2 CONSTRUCTION 02.18.2011 I �A�INET UNI1' FBEATERS, � � .. � � � � �. � . �. . � . . . . . . . . . . . . � TO WATER HEA�R. �� . � � . . . .. �. I . ET�. � � I . � � � ENABLEIDISABLE � i � X � . � . . . . � . . . . } HTG PUMP ; ° ' �.���.��..� ���� HTC PuMa sTarus x x x i x x ISS.# DESCRIPTION DATE ; •>c AI BO BI A4 BO BI BO �i AO 60 BI BD �I AO BO �I �� �9 ,41 /�i A,I BO BI AO BO BI AO NI Hrc PuMP sPeeo x x x � Q Hre oiFF.PRessuRe x x x x ARCHITECT'S PROJECT N0.: 21 O64.Q4 � 0 � N � � / -- '� HEATli�G tNATER SUPLY TEMPERATURE �ETPOlhiT S�iALL �E VVELL A� R,4F�PIfV� l9� ,4iVD ��Vr�J THE P4J�IP'S \IFDS. STOP ANL� �t�ILE� CIRCl1LATI0fV PUMP SHA�L RESUME NQRM�L ' � RESEI' �RORA 130'F 4 30'F OSA TO 1(30'F � 60'F OSA. A�AiCJTA6N L��P i'F2ESSU�E 9NlTiP�LLY 1�YI1"H LEAD PUMP ONLY. OPER�4TIOh1 �lhiEfV � CALI� F0R FIEAT IS IVO LONGER PRESEN"'�. ci� ' h9ROVIDE �46V �UTDOCR AIR SENSQFZ LOCATED Ohl ThiE f�ttJF2TF! Nll-BEhE LEAe� F'1,1�AP iS P,1' 9(}7, ENERGiZE LAG PUMP AND ceNeRa�NOres � EXPO�URE. COfVTROI SHALL ABANDON THE A�Ob'E �S� RESET �CDR41'R�L ���i Pll�O�S {i� PJNI�ON. Y�HEIV �OTH VFDS ARE AT PROYIDE ��ILEf� ShiUTDOWN SWITCH LOGATED AT BOILER RO(M ; ' °� CURVE D�JRiNG DERA�4�DD FOR DHW PRODUGTiOtV 1"Q PR�VI�E ��� �� LESS, DE—EEVERGIZC LAG PUMPe �TATIC DIFFERENTIA� EXIT DOORS< �Hl1TDOWN SY�TEM SHALL COMPLY WITH ' � 180°� ti1�VS SETPC?INT Pf�E��tJ�E ��1'T6�G TC8 �E �ASED Ot� �F�ED��4GK FRO�A THE ASME—G(�5-10 �I�lSION 23 G(�R9TRACTOR SFiALL PROVIDE TM v �A�.A��E �CtN A,�1°��o S TChi ARI� ALL EQUI ED CONTROL RING. ALL WIRING � FiWS SEl�01h9T SFiAL BE MF,INTAINED �Y ST�GlidG �N ��6LE�� SHAL� BE {!V �OfV�UIT. A CLEAR POLYCARBONATE HINGED .� Itd SEQUENCE. BOlLfR GONTRQL VALVE SHALL EE �F'Eh9 YVhl�h� ��iLER 9f��'ERP�AL G��JT6�(}L� SHALL �E lNTERLOCKED WITH CQVER SHALL �E I��OVlRED T� Pf2EVENT ACCIDENTAL o p,SSOCIr4TE� BOILER S ENA�LED ANQ CLOSED �Efd ,q����lA � �lLE� CI CIiI�ATI�lG PUMP. EN BOILER IS OPER,4TIQ�! �F � TCFie S TChi ShIALL HA ENGRAVED � ASSCICIATE� �OILER S QISA�LED. AL� BOILERS �SHl�LL ENA�LE� �(JE T� ��LL FOR HEAT FROM �PACE �OA�, NAMEPLATE a 1'� IDENII�"1' SVVITGH ,4S "BOILER EMERGENCY , . �. ,�,.� ,; {� [� �J (� � OPERATE V6� FACTO;Y MOUNTED CONTROLS TO PR�VI�� 9�1MS �i���1L�4T1�9� Pl1MF' �HAL� �1°,4�T. C�NYERSELY, WHEN BOILER SHUTDOWN"e �!�lISION 23 CON1'ROLS CONTRAGTOR SHALL �' "' "� �" ` ��'' I� � �� LI �J 1� a SETPOl�IT. 0S �a�P��LEC9, CIRCt1LA;TlNG PUP�P SFiA�L STOP. COQRDINATE WIT�°4 pIViSI�iV 26 F�R SAFE SHUTDOWN QF ��"���#,` ���x�' �"r� s �a�;�� "���j .��-. � � .n s�,, � � .., � � ���. �. �� � ����� � �� eai��R�. � � � � � � ��..o ��.�a� ���.,� ' ���t.�. �� � � � �PR� 1 2 �0�1� � � �KEY PLAN � � � � � � � � � � � � � � ��UPOBV � GALL FC?� tEAT FROM� ANY �PACE LOA�, TH3E �� � � � E1��3� A �ALL F�� F4EA°f FROMO �� 7AN�C�MOUNTED �AQUASTAT � � � � � � � � � � � � � � � � � � � � � � � � iEl' �4T 12C?°F(A�J.� C3EV� �"t�iE [)Ot�ESTIC H�T� WATER STORAGE � � � � � � °�,, � �- ` � � � � �� � .o HEA,TING WATEF2 CIRNLATION PUMPS SHALL RUt�. TI-EE� PUt��� � � .��_ �..� �� .�.,..� �.,.... .. � � � �� � � � � � SHALL �TOP WHEN ! CALL FOR HEAT !S NO L�P�GER PRESE�IT. TAi��<a THE ��liN 6NJE�TION PtlMF P-7� A6�D ,4SSOCIATED � � � � � � � ��� � �ti.�����.�.����.�.��. ._ ..,� � � o� � � � PA�IINT�41N �DIFFERENTAL PRESSURE� AT SETP09fVT €�Y��STAGlP�� ���LE� �HALL�RllN �Pa� ��BLER CIRCIPLAl1NG PUMP SHALL�BE � � �� � �V�IL�� � � � 0!� �1'FiE HEATlPlG 1�d��ER CIRCULATION PU�AP� IP�� SEQUE@!C� �� �����LECto� ��MESTI� l�JEC�9�iV Plll�� ��.4ND BOILER SHALL � s�a._:._.. .0�:��� ._...�.� ���v�_=n� - �- � � � � � � � � � � � � � � � � � � � �`� � � � � � � � � N � � � � � � � � � � � � � � � � � � � � ���� ���. � � � � � � � � � � � � � � � � � � MECHANICAL � � �. .� .���� .�_... .._�., . ��v��ti.u��� ___.� CONTRQLS .� �EAUDIN � iL I I Af� ��fVTROL DiA�RA�I �;ANZE � / � � 0 �,_ � SGAL�: �1C3 �GALE Cansulting Engineers, Inc. � � VaiC (970) 949-6108 COPYRIGHT2p1Q � Lake Tahoe: (530) 650-7334 Project No:8828.04 Denver. 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E203 UGHTING LEVEL 03 PLAN � � J ,/ VAIL,CO 81632 ; �P CEILI�4G �IOUtJTED PROJECT�R � 1�/ALL MOUNTED EXI7 SIGiU W� FA�E� �e ��R�4�iS A> �H4��I � WALL MOUNTED SPECIAL OUTL�T' A� N�TE� t:970.479.2158 ................................................................�_._._.._�._....._._._..�..---_._._..._.._..... . .... . . .. . � . ...._.,.._._._._.. ........_..................._..._._.___..__...._.._.._....__.._._..__._.__._.__.._..�........._.....� . . _. . .. ... . .... ...................................................................................... . . ...................,.,....._.�.,..�.....�.._.,,._...___.._._....._.._.........,_..�......,_.......�..,.,_........�........_..,. ....,.,_.........................._......._...._............�_..........__......._.._...........__....._...........�.........._.....,.....,...._.....,__._..�__.....__....._._..,.._,__._...._._....._._�..._..___.__.____...._._.__._..... ' � 1NALL MOUNTED PROJECT�R '�EMERGENGY LIGHT� � SPECiAL OUTLET AS NOTEQ E301 EXISTING FTR� ELECTRICAL BASEM�NT �L�,� J J ..._.......................................:.........:�_.._._..._.__._...._._�__..__.......__._....._......_......_..:._.._.............___................_............_................................................_.__...___ _..._......._................__._._______........_.._...__......_._.._____..._....�_....._..._,........_......._........................,._............�....�_�.........,.,_..____..._....................,....._.,._........_._...._.. ITE T 424 AR HITECTURE INC .........._...................._............................_................_.........�._......_.........._._..._..,.�:..........._...._.... «_..._____..�.�_.�..._._......._�_..,_______..._....__.___..._.__,__.._...._..... ARGH G 0 G � SPEAKER Z�NE HOi�ERUN � EXTERIOR P�LE M�iJNT�� LIG6��' QJ Jl1NCTI0N BOX 3003 LARIMER STREET , ........................._.........,........................................................._._............._....,_........._,......_..._......._..............._._....._..................�.__._._......__.__._...._._.............._ _......__..._._.______.._.........._..._.---._...__.___......_............................._.__...;......_.._.__..._.�_._..._,___._..,_......._...,...,......._..._......___...........,....�_......�.....�......................_....,..__ .____.__..____._.......__.._..__._._..._....._......_....._._.:..__._..__._._.__.___._...._.__......_....._...._................_.........._...._..__.........�..�.....................�..,......,.........___._._._.._._...._.._..._..... E400 I AL ONE-LINE DIAGRAM � EXTERIOR POST (�OLLAf2[}} P��l1f�TED LI��!`T (�J -) WAL� MOUNTED JUNCTION B�X ELECTR C J J J J DENVER,CO 80205 . ............. ..... . ... . E4Q1 ELE TRICAL SCHEDULES t:303.292.3388 f:303.292.3113 ............... ..... ..._.,.._...._........_..._._.................._....._._....._..._..,.........._..«<.._..._..._....._...,..__..__,.__...._............ ... _ _ C , . . ....... .._.,..........__.._....�._......__ .�.............___.........�___._._...._...._.._.__.__......__.�_.__:._._._..;._..._..._..........._...._._...................................................:..............�............................_....._....._....�.._..__......_ J J J ...:..........�__.____..._.___.................._�..._....___..........................................................,....,._..._._......,....,._..,,..,.,.._....__....__.__..._____..._.........,�..............................._......_. � FLOOR i�OUNTED JUNCTION ��X CIVIL ALPINE ENGINEERWG INC. ........................ ..:............�._,__..._......_......._._...................-----._..._.__....._._._._.....,�.........................�._.....:....._�..__........._........ _._,..:.___.._.._._.....___._.___.___... ENGINEER 34510 U.S.6 UNIT A9 AB����/I��I��� LI���I�� ������'L ��°���L� � `DIVISION 15 EQUIPMENT POdVER ��f�NE�T90N E500 ELECTRICAL DIAGRAMS �/ J .._..__..._........�._.._.........................�...,.............,....................................._..............................,........................................................._...........................,...._......._ E600 SPECIAL SYSTEMS DIAGRAMS J J J EDWARDS,CO 81632 AFC - ABOVE FINISHED CEiLING S SWITCH � TIMER SWITCH t:970.926.3373 f:970-926-3390 ......_ ................ .........................._....._...___.......__._...�_..___..___._...__...___._..�..__...._....,_...�._._._..._._.._......_...._.�_... ..............�....._.._........._..___......._... .__..._.._ ._........_...,........._........_._......._..._.................,...........,..._.,...............,..__...�.�.�__._..__�.�._.__.._....._.__._..._,._._._.._____...,.._..........�........_...,..................,.......... _....__.__.._._._._.�...____.._....._.____.._..._..._....._......................_._..._......._......_._._._____._.� .......�..............�_...�.�._._..........._.__.._.,..._,_.._,,..__.....,_.___.�_.._,_�_,_._____.___,___.__. SURVEYOR PEAK LAND CONSULTING INC. ....,.. .,...... ..._.... ........ . �._..«_ � AFF - ABOVE F{NISHED FLOOR � THREE-WAl' SVdITCH � FUSED DISGONNECT 1000 LIONSRIDGE LOOP ......_.............................................:...................................................�._._,_.._....__.._._._..._......__.___.,__....._.......�_......�...._......_..._..�_._..........._....�_...._.._....._.....,_ ___._._..__..__._...�....___._._.._......_..___.._.:_.__.._........_____...._.._...._.,..,.._.........:.._........,.,........_..,.,...,._.._,.._..,...�...,_._.�,...........�.._._...�_..�......_........,.._.............._..........._. ISSUE LOG KEY: ..................._........................................._............................._..............._..�..._.�......_�..._....._........_�:...�__......_..,._.__._......_.._..............._......._.....�....._..._...._.__..__ : AFG - ABOOIE FINISHED GRADE �4 FOUR-WAY SVdITCF6 (� NOfd FUSED DISCONNECT ' ' IS'UED AS PART OF A SET o Q •- VAIL,C0 81675 ..............:........�___.___..___...._.__............_.,.:_........_........,..:.........._................,,............,...,......................__......................................__..........,._....................._..... .................._._�..........______..__.;__._....._._......._..._........._._._�.._._._.___.__.._.�.�._._�._..�..._......._.._._...�,........_._,.,.._.._.._........._..,..,_,.........,.�.�.............�._......___.._..._....._._.. ..___._..__.,.__................._...,.._..........,...,..........._..................._,.........................._,...,.�...�_...........,.......�...,..............,._...�_.,_..�__.........._.....__................_......_..,..___._. �•. ,- r � . NCf PART OF SET � ti� "� � t.970.476.8644 _ DOOR JAMB SWITCH F- M r� n AHJ AUTHORITY HAViN JURISDf ION � � G CT PAOTOR S7ARTER S� � \ S � o 0 0 I F R INF RMATI N N Y TR T RAL MARTIN/MARTIN INC. S�,IED 0 0 0 0 L S UC U ._..._____�_....._....__..............�.:..:.......__...._._____._.�_.._.�...._.._................_..._._............._......,.................................,......................................................._.:.;........_.... ......__......................_....._.......__....__.........:...:..._..........._.._......_...._....___._,_.__.�.__.__...._....._..__.._._..............._�........._.........................................�..........._�...._.._..._.. ._.__�_.__._.__._..._..._._.....____.....______......_._.._._...._........_............:.._...............,...................................... ..�.._.......................,.....,.....................,.__........_......... � AL - ALUMINUNi � KEY SWITCH � ENCLOSED CIRCUIT BREAKER 0 �N a N ENGINEER 12499 WEST COLFAX AVE. ............................._...�...__.._.__.._.__._.__.._.............._............___.__._..._..._....___..._._.._�____.._....._____._........_.............._.......,................_.............................._..._............. ................................................,.................:.........................�.___.._�...�._...�_..�...._,____.__._�___.__.�.__..�._.__....�_.._......�.......�_..........................................._.................._ .................................................................................................................................�.......�.,...�. .....;._._._...,.............,..........._.........._.�......._........._........ ' AP - AGCESS POINT V VARIABLE SPEED i�AlITGN PULL B�X LAKEWOOD,CO 80215 S � t:303.431.6100 ............._......................................._............_..._...._:.;__..._____._._._�._______.�____..____.__.___._.______._.____..;__._._.._._..._..,......_._..._..._....�......_�...�..._.,_._._..�...__....._._......... ._._...�._.�__._..__...._...._._..__...________.._.___.____._..;.................__..............._......_....,......._.._....�._......._......._._...�..__�.�..�.....__._.........._..:.�...__.�........_....�......_.............:_... 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EER EN INEER ING. 6FG - BELOW FINISI� GRADE D DIMMER TC TIME CLQCK 1. THE�x DRAWING NQTES ACCOMPANY THE PU�LI�liED ��NSTRIlGTIOiV DQCUMENT SPECIFICATION BOOK (PROJECT MANUAL). ENGIN G S, ❑ ❑ 222 CHAPEL PLACE . ... ..... ............._........._....___..___.,....._..... .... ... . ..................................................................................................�._._.__.__._._.....__...____._.._..___.._...._....�....._._....._____.___._.___....................._........_......_�......._...._. ..... ... _ . .. .. ... ......,.......�............_........._..__._�...,.�_.__�..__...�,_�....�..�_,_._......._......_.......__.......,............................... . _ . . .. ., ...... ........�......................................................................................_.�_._.�..._.._.._..__.�_.__.�____._._._...._...._.,.........�......�_.__._.......__...___._,�_.._____._�.._�___.___�_____�__.__..�_._._.__ �MS - �UILDING �iANAGEMENT �Y�TEP� �3 THREE-WAY DIMMER � PHOTO-CELL 2. DO R�T SCALE DRAWINGS. VERIFY DIMENSIOPl� �� A�R�FiITECTIJRP,L bRAWItJGS AND IN FIELD PRIOR TO COMMENCEPAENT OF UNIT AG201 .::..........................:.....:.....................�_.__.._.._.__...._._._........._....__....._..............................:.............._...,.....,...,................., ........................................................ ._.......__.._____.....:....................._........,......_......._..........._... �,__....�_�.�.�..._ �nv�.__.�_w.�__�.............._....._.............._..........�......�.......u........�..,._.._....._.__...... ..._._......._.....,.�....___..,_..__._.__._._.._.......____.__.._....---........_............._..........,......_......,.._.......,...,........._....................................._,.........,.,........._.............................. WORN. AVON,C(7 81620 C - CONDUIT �v LOW VOLTAGE SWITCH �T TRAN�FORMER t:970.949.6108 .....................:......._......_..............._.._._._.�.._...__.._.__._...._.__.._�____._..__._...__�_..._.._,�__.._:...____.__....__.........._...._.__..,................,......_........................._..._.._........_.._ ..........................................�....._........................................,._.._............,__......,..__......_,_.__<<.._._._._,_._...__._.........._..�....._..,......�.....�........................_.................... ...................................................................................�._......._.._......._._...._......._._..___�.___.__..__..;.,._._.__.__._�_.....__...�_.............._.....�......�............._......_......_.......... 3. EXANNATION OF BIDDING DOCUNiENTS. CATif - COMMUNITY (CABI.E} �4N'fENP�A TELEVISIOfV SYSTEM g� WALL OCCUPANCY SEt��Ofd f�WlT�H � PANEL�OARD OR LOADCENTER LANDSCAPE MARY HART DESIGN .......................:..._.....__..._...__�......._....�.........._...._..._._..._._..._.___..___.__._._.___..__._..�..____._._..____..._�_.._....___:.___._._...,._............._.�........................._..._....._.�___...._._. ............................_......,..............._.....................,...............,............_..,.,...._.._....._.___.___._....._._..._._._.,..�_�..�._...�....._...._.__....._.,........._.....�................_.....,.............. _.................................................................................�_._._._...._�___.______._.___._...,___....,._.«._._..�„_....�_..�...�_.._.......__..:._.......__.,�..._.__.................__....�....__._.._.__.._._. CCN - CL�SED �IRCUl1' TELEV1SIf�N o� SMALL ROOM 4CCl3PAf��1' �EhI��F� �C CONTACTOR �4. E4CH BIDDER SHALL EXAMINE THE BIDDING D�CUMIEf�TS CAREFULLYd �ND NOT LATER THAN SEVEN DAYS PRIOR TO TFiE ARCHITEGT POST OFFICE BOX 8528' CATE OF RECEIPT OF BIDS SHALL MAKE Wf�ITTEN REQUESl' T� 1'tiE ARCHITECT FOR INTERPRETATION OR CORRECTION BRECKENRIDGE,CO 80424 ..........................................................�...__......__.._.__...______....,.�.__..__..._. ___......._..._._.._. ... . . ... . .........._....._..__... ....._._............................................._....:......................._...._�.._..._..�......_....,......_.._._�.�._..._«______._�..,_......_..�_.._,........,....�. .. � . , . . . .. ... ... .. ..... ..... . . ......... ....................... ............ .. ... . , . . .. ..... .,..........................,_.,........,... ....__....._....._....._.__...._.�_..._.__._._....__.____.___..__.______________.._..___...__..._...v.____.....___...�._,___.�._..._._._..____...__._�.__...._..___�.___.�.._........�...�...........�...............�_..�.......�_.._.____ CKT - CIRCl11T �� LARGE RdOhA OCCUPARICY' SEN a�R . � ELECTRIC MOTOR (F ANY DISCREPANCIES, AMBIGUIIIES, iNCOh1SISTEiVCiES, OR ERRORS THEREIN WHICH HE MAY DISCOVER. THE t:970.389.3583 ._........................................:...............................�._..__._..,._..___.___.___....________.__._.._.__..._..._...___._.._..,........_....._._......_._..._._...__._._.___..__.__�_........�.._._.___.__.......... _._______._.___..._.__._.__.__._._..._�_........_.___.._._.._._...._._.......__._._........................................,.......,...__._,___....__,..___._.____._._.�._.....__......__.__.._..__________.._....�_....._....�_..__... ........ ....... .:... NDUM. ONLY A WRITTEN INTERPRETATION . ............................................._.......�............__._._..___.._...:._.._____.�,._._.;_...__.__,.._..�_.._�_.,._._,_,,......,,.._.......__...._...._._...,._...,...,....._............_........_...... fRCHITECT WILL BE ISSUE ANY INTERPFtET�4TIQN OR COF�RECTiOM AS AN AQDE CPU - CENTRAL PROCESSING UR1IT o� CORRIDOR OCCUPANC`f �EfV��� � MIEIER fft CORRECTION BY ADDENDUM SHAL� BE �Ift9DIN�. NO �ID�E� �HALL RELY UPON WTERPRETATIONS OR CORRECTIONS ...........................................:................�._..____..__._.__..______....___._._...._._..._.__.._...__...__,__.__:,.._._,.._._..__._._..._.._...___.........___.._.._.____._...._._..__._._._...__..,__...__�_............ ,..........._...�..........._......................_�.._._..._._...._.........................,........,._.....,................_._._,.,.....__.,._..__....�__._..___,...._....,_._____,._...,�._.._�_..._._..._....._._..._._.__......._.... ................................:.............�...................._.._....._.....___....:�_�_...__.___�_...______._._......____.:__�_.__..__......._:_.._._.�_._,._._.__..._,..�..,.,._.._.__..._,:_�._�..._......._,,._._.__......_....:..... ; l�l S INCQNSISTENCIES QR ERRORS ARE NOT COVERED BY CVEN BY ANY OTHER METHOD. IF DISCF2EPANCIE�, AMBIGU E , , CT - CURI�ENT TRA�ISFOi�MER �� DAYLlGHT PFlQTO SEPd�C�'� � THERMIOSTAT aJDENDUM OR WRITTEN DIRECTIVE, CQNIRACTOR �HALL INCLUDE IN HIS BI�, �ABQR MATERIALS AND METHODS OF ..................�_......_.._.__._.......;._,_......___._....._....._.._....._._________�_._._..._....__...._________._._..._._..__._._._..._......_._.___.,....__...._..__..�.._�_..____._.___...__.._._.._._....._._.....�___......_... .....__............_.......................---_._.....__.._._....._........_.............,.........................................._..._.......___._�.._.__�..._._._�__,.__.__._.._..�._....�_...._�.....__.___._..�...�..._..._........... ...�.........:......,.........................:.._......................:......................._...__:........_,.__.._..._...__.._____._._.._._.�.;.:.._._.......__.._.,......._..._,...�...,...,_._._,...:_....,._:......._......,_._....... F ONTRA T NO ALLOWANCE QR EXTRA COMPENSATION DISP - GARBAGE DISPOSAL ATS AUTUMATIC TRANSFER SWiTCH WNSTRUCTION RESULTING IN HIGHER CQST. AFTEFZ �WARD 0 C G , � NLL BE MADE ON BEHALF QF THE CONTRAGTf�R �UE T� IiIS FAILlJRE TQ MAKE THE WRITTEN REQUESTS AS DESCRIBED X ....................................�...........,...................._.__....._..___...____._.____.._...___._._._.___.�...__._...._.__......_._._..___._...._.__._.....,___......«._..._.._.._._......_._...�.._._..._........._.___..___.. ............�................._._.................�..._._.._......._._.__.__.....___._..____.__�__________.._�_.._.__��.._.._.___.._...._._.....,,.___.,_._____,.____�._._._.._._,�,._._..«__._..____._.._______..�_.._..____..�_._...___.... x DW - DISHWASHER � CIRCl11T HOMERUN ,�BOVE. x ......�....................................................................................................................._.__....__....._._�.....�_..____.__..........__.....___._._.__..._.,.._........._..._..._____..._......... ......_............................................................................�...__._..,,_.._�.....__._...__.._..__..__.__._...__.�.,,........u_.__.._..._,.,..._�_....,..__..._..,_..,.,.,._�._._,.__._,__..__._..__.._,...__._._.. � ERA - EMERGEN�Y �. F4ILURE TO REQUEST CLARIFICATION DURING T6-�E �ICD PEI�IC�� Qr AIVY INADEQUACY, QMISSION, OR CONFLICT WILL NOT U �OMMU�II�ATIClN ��(M�C�L� coN�ui-r RuN -----_.__._.�.____.._..._.._�...._.._.�...........................�_.......�...._....�...__.._...._.�................._....,._.,__............_._....__............._......................,,..............._......._..........._._._._._ ING OF THE CONTRACT WILL �E CONSIDERED AS � ...................__._._._..._.._._._.___..__....._......_.__...__..._.:..._.._._...._...._.........�........_...,,.....,._..._...........�....,.._�...._...,�...._._._.�....._...._.._____....._..�...._�...«_........._.__...__. I-zUEVE TFiE CONTRACTOR OF THEIR RESPON�I�ILITIE�. T91E SIGN EWC - ELECTRIC INATER COOLER � TELEPHONE INALL GUTLET --- CONDIJil' RUN BELOW GRADE IIPLICITLY DENOIING THAT THE CONTRACT�f2 HAS A TFidF��U�H GOMPREHENSION OF THE FULL INTENT AND SCOPE OF � .................._...................................,............._...........,._.........................._..__.........�...«.___._..__..,..,__.._.___.._....._..__._..__.._._..............�....__...___._._......_......�........_... _..._.._._.._..__....__.______..._._....._.__..._.__.____,_�_..__...._._..._...._....__....:�.........�..,..._..............._......,........._,......:.....�._..._............._.___._._._._...___._.___.__.,_...�._..�_.,_.._._..._.__. ....._............._..._............,...._.....,............._................_................_.._...._................._................_.:.................,.,.........._......,.,.,........._...............,...............,........ 1-IE WORKING DRAWINGS AND SPECIFICATI�hI s. � � DOUBL TEL O �e'9 E - EXISTiNG E EPH NE WALL C?l1TLE1° CONDUIT UP co � ) � ......................................�:._...___;...._____._�__._._.�_..�_�._..;..__._�....__.._............�......._........._.._.�.__.__..�__.....__._�_.._.,...___...._..�._..._.�_...,..._..�,.._,�......__,.__._..�.,..,�_.......:_... ............_....._...._.................................._..._......_..:..............:.,.......:..,:,.._......,.......,....,,.......,...................._._.�......_....._...._.._.�...._.._.__._..�....__..__......._..__..,_._._..._._. � a ......................................................................................................................_..�..._...�.�....._.....,...�.._....._.._�:_.�._..__.____.__.__._._.___.__._.,..__._.�....__._.�.�......_�.._._____. 4. VISITSIIE PRIOR TO BID AND VERIFY THAT ��NDlTlONS ARE A� IN�ICATEQ. CONTRACTOR SHALL INCLUDE IN HIS BID r ^ 6; FA - FBRE ,4LAR�i � TELEPHOIVE FLOf�R �l3TLET" � COfVDUIT DOWN COST REQUIRED TO MAKE HIS WORK MEET EXIS�1tJ� GON�III�IVSa v, �J ..._.�. ..�:..................................................�..........................._...............................................,...,.....,.._..._......,..........._.......,.,..............,........_......_.._... ..___._._..__._.._.................�_._.._.....__._.___._.._..._._.__.._._...___.____...___.............�.,...........................;....,.......................,..............,.......�....._._.,_..,__.__._....._....._....__._._....___ ._.«._..._.._.._...._.----__�..___..__._.____...___..__..__._._,....,............................._..,............... .._..... ..,.,.........:.:..................................,..........._..........,_...... � FACP- FIRE ALP,�M CONTf2�L PANEL � DATR WP,LL OtJTL�T � S1^JITCH � �° O 5. TH P ANS DO NOT INC�UDE CERTAIN MAJ�R �1fSTERAS �PJH ICH A�U�T �E FOUND IN THE WORK OF OTFiER CONSULTANTS. E� L p -�---___.._..._______________�___.__..__.___.�.....__.___._...._..._.._....__._...................._....._.._......�................__..........._.__..�...._........_.�._._._...._...�._.._.,._,....___._.,.__�..._..__...___...__ .....�......................................................:.......................:__.._.,..,..,.....�.,._�,_.._....__....._.,........................,......_................._.__............_.�_......,............_........_......... .......__...__..._.._.................._..._...�............:....._.._..........__.._._..........__...___.___........�.___....._........�..,........._.�........._,.......__.._..._._...�_.�_._..._._____....�._._.___._._.___..__._._. � o FBO - FURNI�HEI3 �Y OTHER s � DATA WALL OUTL.ET ST THERMAL OVERLOAD SWITCH � � __.__..�:._....................__......_............._....._.............._.........................................._.......................,........,.......,.........................._.....�............_.�._..._......:._..__. ........._.........................................._.�......._...__......__....._...__�._._._.___...__._..�.�_...�.._.__........._..._:..�.........�....................._..............,....................._......................_...._ ._,.....______._........:___......._..._.___......_..__....-------...:............_.----_.___._..._.__�__...........,_.�...................._.�............�........�..............._.....�..__.:._..._�__......_... ' I �T AN� GC FQR SPECIFIC DEVICE LOCATIONS LOC,4TED , .. ._. . . . . . . .. 6. THE .LECTRICAL CONTRACTOR SHALL COORDINAT� �JIT6�i THE �,RCH T� M w Q � ,�°� N . .. ._. . . . . � � � �� � � � GG � -� GENERAL C�NTRACI'OR � � � � � � DATA FLOOR OUTLET � SV VARIABLE SPEED SWITCH � � �� � IN CABINEIRY, CUSTOM MILLWORK,� ETC.. �-- � � � r ._...., � ............................................................................._..........,..............:.:..,....................................................................,...........:................._....... .___._._._____._..._..._........__�..__......._�._..__.._._____._..______..__.:__.__.._.,..._._......._.�..__�.....,._..�...�_�..............,,.......�....�..,.............,......._........_.:.........._...........,............_.____.._.. _�..__._..._.._...__._.......___._.__.._..�.._._..._...._._..__.____..__.._..........---....................:.;...,,..,.,............,,,.,.. ��._..,..._..........,.,.....................,......:.,................_........... � �� N GFI - GRQU�l� FA9J�T CIRCl1iT' i�ITERRUPI°E� � COM�O P!�c3NE/DAT�, �UTLE1' � KEY SWITCH 7. TFIE :ONTRACTOR SHAU. PROVIDE TEMPORARY LI�HTIN�, PQWER, AN� lNIf�ING FOR THE IJSE QF ALL TRADES FOR THE � � � _._........_......................:......................�...............,.,.....�......................................_.................................._....,...,..........__._.,.....,__._...._......................._..:.._._.�... __._._....._..._._.___........:....._._..........__.�..__....._...._._._.___.__.._,.__�........_._.__........_.:........�......,.:.,...................,.................._...._..............,........._..._...,............_._._......_,_. ,.....___�_____....._...__.__......_.�_._.____._......._........_._..�.;__....__._._....__._._._._....._:_....._.....�.._..,.....,....,...,......:.:.....,..,.................,....................._.............,.....,.........:,......... a GRD - GROUND � DOU�LE GOMB4 P�IOIVE��Al'A C2191'LET C�I�J E-LI�J E D(A .��.RAM SYI��CaL� EIVIIEE PERIOD OF CONSTRUCTION AND SHAI.f. REMO!/E ALL TEMPORARY IMRING AT THE COMP�ETION OF CONSTRUCTION. Q � � ; � ;; .�........�::._.._..........................................................................................................._._........_................,.,.....,.........,:_.._,...........,.._...,........,,....................___ .._..._._._..............._......._..........._......_____._�.____.______..;.__._..__,._...__,�....._....___,.__..,......,..._...._........,..............,.................................,._.__..........�_.._.__.__.___._._...,__._.___ .�.u.��..,_...___...._...._._....�,,,,,_...._._........_........ .,.�,.,..�....:.�..,,,.:.w....,.....,..........................,.,...,..u,.,.u,.,,�,.,.,.,.»,,.,. � � �. REVIEW ARCHITECTURAL, STRUCTURAL, MECHANiGAL AND C�THER �R�iNItVGS F'RIOR TQ BID. ei ` �, IAW - IN ACCOR�AtJCE VUI�i � COMBO PH�NE�DATA FL(7�� ��TLE�' -`�- DI�CONNECT SWITCH � � � _...._....._........_................................._.....,:.:..........._....................�.....,._.._............�.._..,_.._.......�.._..._.._._.__......._...,_........_.,._._..__._....._.._.............................._. _..._.._.__...___.._._._...._..........__._._._:__�.W_._...:._...__.__._:._..._.;_..._..�.._.._.__..____.___.__.._....,_.....�................_..._..._._.._.._.._..,.......__....._........_.....:__..__�...�._._��._....__.__._ ..___:._.._._....._...�..._..._._.._.._._.__.._...____.__._..__.._____v.._......._._.....:........................�......................_...................�..,....................._............,...._........__.._................. IC - IN�ERMEDI,4TE CROSS-C�NNECT OF� VOICE/DATA/FIBEf2 Ol1TLE1' [� FUSE 9. VERIfY EXACT LOCATION OF EQUIPMENT TO �E F'flJRNISNE� �� �THERS PRIOR T'0 ROUGH IN. V--� � � ;, w._.::.._....._..............:...._......................:................._........................._........................_..............._...._...___....._._..............:..............._...........:.........:.._._,._._ ..._..._..__..__...................:.....:............_.:......__.._..___._.._..__�___._____.._____.._......_.�...._._�___.........,�..__....................,:....,...._......:....................._..._..._..._......_.�._....__...______. ._.....____._..._..._.._.._.__._..:_..._........._....._...._......_._..._...._.._._._.........._..................,...........,..................;......................................�.......................................,.......... T � X IDF - INTERMEDiATE DIS7RI�UTlOR! FRAME pQg� POINT OF SALE (ROS) �UTIoEI° � CIRCUIT BREAKER 10. WORM, MATERIALS, AND EQUIPMENT SHA�� ��NF�RM `T� 'fFiE LA7ES1' EDITIOIVS OF LOCAI„ STATE AND NATIONAL CODES y � - �-' ..----_..._.____________________�_.._......_..._._......:_.._...__..._...___......_:_._.:...:..�............._. ......_,.._.._._.__..�_...�.. _ . ..�.�_....._�..._._._......_�.....�_.._._____,.. .........._,...................,........................,.............:.....,.:..........__..............,...........,.........,�..._......,............._...,.........�.............�.......,,,..._.......�......_._... ..... .. . . . . .. . ... ... .. . . .. ................ . .... . .. .. . . .. ....... .,.. ......._.._,.__...._.._.:_...._.....__......_........................_...............---....._...........__.__. _..�.....�........�......._._.___._._�......_«.�.««<_�.___..............u.�........._..._..__.__........__.... IN S. I -���-�� �4ND DRD ANCE �' IG ISOLATED GROUM1i� AUTOi�ATED TELLE� MA�FII�J� AT'P� il'�i°fl�tV � �J CURRENT TRANSFORMER -a � � } �41TA � � -o .._._._:_�._______.._.�.............�.:...._...___...___.._....._._,_.....__�_.._..___..__�___...._.._.........�.._._....,..._.....�._._.........._�_,..._........._,.._...._..__._..__..._..._..__....�_.._...._._..._._.._..___._._.__ .......�......................__..........................._.....�...............,.....:...:......._........_._....,.�..._.,�.....,.�................_,....�._._...._................�,...�_..._......._.,_._._......._�._._..._..__......_.... ............,_.._._.,......,....._........._...._..........._........................................._..._.....__.,_._._.._.._._...............�....�..�....._�..«.........«.._..�...._..__.�__..�.._�__._..,._._....�_....�_�_.__..__._ i ° IR - IiVFRARED PP�► PUBLIC PAYPHGtJE Ql11tET �� POTENTIAL TRANSFORPAER 11. PRO\DE PERMITS ANQ INSPECTIONS REQUIRE�. � IeLO ........_...,_.,..._...................................:........................................................�...._....:...,........................._...._.._;_..�..__.._..........._.._. ......................................�.._._. _._._................._...................................__.._...._.__.,...___.._�____...._..._.._._..�_..__._._....._.........._.........._..�.............�......................_..........,....................._...........,.�.......:.. .__._._..__.._................_........_.._.............--------._�._...---._.__._._.___......._.__.....__..............._....�............,...�...�........................._..........__._....,.......�...........�.._....._...... I IfV P ,4N PRI R T R GH IN. : >, LAN - LOCAL AREA NEl'1�ORK E� ELEVATOR PHONE �lJTLET Q METER 12. COO�INATE EXACT �OCATION OF LUMINAIRES HIITFi REFLEGTED �EL G L 0 0 OU e � m ..._...........:...................................�._;_.__............___...._...___..__._..__._._.....___.._____�____....._..__...__......___..._._..._._.__...._._...._..�._�.___....._.�.._...�.�.:.._._..__..___..t_._...._..... ,....._.._...._.__..___---.....�._.__.__...._..........____.......__.,...�.........__.__....__......�......._..._....__.._....�._..�....._...,..._.,..................._..._....�._.._......�_....._____..,..�_.___�_..._____.____._.___. ..__._......_._..._................._....._.................................:...........:......._...............:.__�..,__....._...........__.�..�.�...�w�._....._.._.�..__.__.._,.___....._....___._�___.._.___..__.__..___._.__ ; -6 - MDF - MAIN DISTRIBUTIQN FRAME � POWEF2/TELECOt� PC�LE �V V�LT-METER 13. E.C. f0 PROVIDE REMOTE TRANSF4RMER(S) AS f�Ef�UIRE� �Y L�A�. E.C. TO PROVIDE LOW�VOLTAGE FEEDS T� LIGH�ING �� � __�.._...................:.................._........�..__...._.._............................_........,.._.......................,_................,._..........,............,.......:.._....................,...�......____._. ...._.......................................:.....:.........._..:..__........._.._._..,_..�_..__....,_.....�._..._..__........�.�................_......�..._.....................................,................_..................... _.....___...._..._..................._......_.�..._......_....._-----.__:_...__.._...__.__._._.._...._......«........_............�.........�......_...:..................._..__. , .:__._�:_...�_..._________...._..._..__. . HA R INATE EXACT LOCATIONS OF ALL TRANSFORMERS , L4AC'a AS DETERMINED BY QUANTITY AND WATTAGE. E.G S LL C�0 D � NIC - N�1' IiV CONTRACT � CLOCK WALL OUTLET Q AMP-METEf� AND ACCESS PANELS WITH ARCHITECT PRIOR T� E2011GH !N, ' � .........:..................:..........._.........:..............,.......�....,....................................._..._................................,.............,.......,...........................................�......._.___. ........_...........................::...................._._...._.............._...._�..........,.._......_......._..,_�.�..__..,....�..,......,.......�.............,........._..,...,............�..................................,...... ..,...__..__..............___._.........__.._.._..�...........................___.__:.....__.._...__..__...�_:_._._._.___.�._.....�.........................._........�.....:....,._�..._.,._....__._....._._...._.____._.__.._._._.�_..,_,.. � � NL - NIGHT LIGHT � CLOCK CEILING �UTLET SS SURGE SUPPRESSION DE\11GE 14. CONIENTIONAL/STANDARQ SWITCH LOGATIONS FOR EXHAU�1' FANS, �ISFOSALS, GENERA� LIGHTiNG, FIREPLACE IGNITION, � .................................__...__.__._.._.�___._........._.__,....._�_._.____._____._._._...._._._�_.____.__._.._._....._._.._.._._.._..._._._.___..____.__.._.__.._._._..._._..__._.____..,�..__.._......._._.._...�....._....... ..�.....__�..._.......,......__.._._..,.__...._.___....__..,_�._.__.__..._._..._._.................,�.......,�.......,.............�.,.,._..�...._..................._._._..,_._.___......___,.__._.___..__.._........_..�.._....._......._ .........................................................................................................._..........._.......�.__._..�........_.............�_...,._......................__.........__,_.�_._.._._.._..._.,...__«._._._�.. �, NTS - NOT TO SCALE � T1ME TONE GEPJERP,T�R � SELECTOR SWITCH ETC.SHA�L BE COORDINATED WITH ARCHITECT PRIO� TO RC�UGF! IN. � ........._........_�.........................................................�.___.,.._�.__.�......._.._..�...<.._.._._...�_.._.�..____...__.._____.____________.__..__.___...__.___..._.__.._..._.__.._......_..._,.._..._�.__.......... .....____._...;----.__.....__._.__..____..........._..........._...__........---..............._..........._........,_.....�_......:...._...�.._.._....._._..._......_.._...___........_...,_._.:....._.._......._.,._...__.._._._._ � _ ........GF.........._.._.............._......_...._...._...._......................................_..........__.......,�_....�_._.__._.._.�__.�...�_.__ �.._._._..._..._..._....._.............____...._.._._._�__.. 15. �OOf�INATE EXACT DEVICE LOCATIONS WITH AR�HlTE�TURAL INTE�I�R ELEV,4TIONS. PA PU�LIC ADDRESS G CAl1. IN SVVITCH �- GROUND FAULT PROTECTION o� ............._......_......:........_..._..._:....._._,._.._._........._._.__...............�................_.___..___...._.�..___......__.__._._..__..____..._._.._....__.._.__.._.___......_._..__._........_.............._......... .._�.-�---_....__...______.._..._._.:___..._._..__«._..__._____._�.�._..._...__...,_...__.............._.._......._�...........,,...................._...._....._..._._....._._�_._�_.._.._...__.�_._.__..__.__....__ _.__._...._.___._..._..... .... ._ . .. v... ..... ....................._......_.... .........ti._...._:_..._,.._.....,_.�....._....�....�.....�.........._.�.._._.........__.�........�.......,..............._._....__...__.._.. ' o OC - ON CEN7ER MOC MASTER INTERCOM STATIC�N Sf SHUNT TRIP 16. SWITtHES, RECEPTACLES, AND QTHER DEVIGE� SkiALL �E HU��EL�� LEVITON, PASS & SEYMOUR QR APPROVED EQUIVALENT, W ............._................................,........................_..........................................................._........,..............�_.._._�...___...._.__.........___..._._......_.:......_..................._. ._...__._.__._..................._.....,......._.__.._...__._...___..___._____......_._.�.._.._..._..:_._..._................�......,.........,.......:.........._.,..._.._............_.�....._....._........._...�...._.__....._,.._..... ..__:�.......,......_.._............._.,....._....................................................._._....,......_..,...,_„_.._.._..�...,_�.....�_�............:..............................._..�...�......._....�_.......:._.._.._._ SPECFICATION GRADE UNLESS OTHERWISE INQIC�4TED. �- o REF - REFRIGEf2ATOR �C INTERCOM STATIOfV � � NORM�4LLY OPEN CONTACT -�f.. ;„ � � f . . S •« 4*'t«a�".h .. . . , ...� .,�, .,.. . ..., d . . .. . ..........................�..._........_..__�._,..,_______� ,......._._...............�_.......,.......„....._....,............._....._�......_..__�...__�..__..___._.____.__..,.._,........�................. ...............................................,.......................;...............,.�.....�.,.,.,..,_,,.......,..«,........,...,...........,,.......�....,,.........�....,_........,..„............,...,................... ,.........._...,,.,___.._....._.__..,...._.�_....._.__.._.___......._.____................_........_.._...............____,�..._...,,,�„�.,....�....�.�..,,,,.,�.,.,.,,,.....�.,.,...,...,,,�,..,.�...,�..,,�.,...,...,..........._.......__. H p . �.; .d ... . .... °� "`"����"`������������"����� A ' ' 17. ELECRICAL DEVICES PROJECTING FROM WALL� ITH THEIR LEADIN� EDGES BETWEEN 27 AND 80 AFF SHALL PROTRUDE `�����'� � s� .'ti..��' r,� N - L VI BON RMIPlA AR AMPLIFIER y �; � T1B TE E S TE L BO � .� NORhAALLY CLOSEQ CONT,4�� � � NO ° AN 4 INTO WALKS OR CORRIDORS. ALL ELECTRI�AL C}EVICE� SHALL MEET ADA REQUIREMENTS. E�ECTRICAL � �� '� � ���`'"�' "'' � "`" �, I�ORt TH �" n� , sr� °�,a .�-� . . ______________�_.._.._......_._.-------�-----..._._.__.._._........._........__.....,...� _ ... .. 0 �. . �� � ................................:.........................._.........._�......._�........_._.._..........._.._.__�...�...._._.....____......_..�_....._......__..:...__._._._....___.____.______�____.__...._.__...__._....�........... . .. . . . .. .. ........,..........................._...__._..,,...,�................_�__.�..�...._.....�._..._............._.._.................... ....._................_..............................._..........................................__._._._._._..._._.._..._,_.�._..._....«,.,.._....,_._.._._._.,.__,__..._......_.....:.......__......_...._,....:...._...�.....___...._.. � � NSS - TRANSIENT VOLTAGE SURGE �UPPF2ES50R � CHIME e GROUND ����� ���� �...��,� x �,�ti�4�: �,���'���e � - ,4ND COMMUNICATIONS SYSTEMS RECEPTACLE� �N WALL� SNALL �E 15" MINIMUM AFF TO BOTTOM OF COVERPLATE. � � ���� � ri. �� ��.. o ..............�............__.................._........................................,........................................................................................_...,.........,.............,......_......__...._.__... _.�__ ._..._.............._._............................_......_.�_........_...�......�..____._._,__.�..._...._ _ .�___......_........_......,...................... ..,.,_....._................_......._.._..._..._ .__.__.. _._._._..___.___......_..__._.__�..._.._..._._..�___..__._ ._ .- - - . ,._ _ .__.. _ �_ . _. � . . ..... ............................................_... ...........�.w..... ....... ..........K....W....... ...........�........ �,��� � ............. � ........ ........� ,.� ��,�: ._. � ..._..._..__ � a � � � � � � � _ � � �°�� ��.� � � � � v � � UG � UNDERGROt1ND B BUZZER � � � � � � ��< � COLD WATER GROUND CONNE�TI�N - T�A R h! . 1 . A V� RAIVCH CIRCUITS SHALL BE 3 WIRE �H�SE� NEII L G OU D � LL 20 B ❑ � . �.il° � ) � � m��.� � .....�.........._...._..._..................:.........._....__...................._........._........._.._..__.�_.._......._:....__........___...__.........._..:..._......_..._.__...__.._.________..._..._____.._____...........� ,._._._..._._....�_.._............_._.........---..._..._...___.._.._.........._...._.......__.........................._........_..,..;...,.�.........�_....___..�..._._...__..._.__._.._...�_�__.___._.___._._........_........_....... ...:............................_......._..............._..................._.._.._:._...__..._._.._._.__.__.._._.___.____..._.__..._..�w..._._.�.___.�..�.._...._,_,_.____.�.,._._._..._....._�,.__;_._,__,_,.__.._......�......_..._..... < �,. _� '� �.,,.� �..��,� F�., -=__�- ___ �. _ _ �.�_ ._ w .____. � _ � , B � w UNO URlLESS NOTED OTFiERINISE BE�L BUILDI(�G STEEL GROUND �OtVNE�11C�tV p c� T O A TRI AL PROVISIONS TO APPLIANCES THIS IS TO INCLUDE BUT NO � 19e ELECRICAL CONTRAGTOR tS RESPONSIBLE F�R LL ELEC C .� � � .�- � ............._......._.....................,............._.._._..........,.............................................................._..............................................,......................_..._..._...._.__.._._..... ...._.�...._.._..........................._......................................_....__..,_...___._....._.._...._..�___.�...___......�__.__..__......_...,._.�........._......_....w.................._........................,.._..._. _......._........__.__._....<.....___,....__.._.�_.____._____.___..______._..._.�_.....__.._.._...._...�......._..�..�......_........�........:......._...w.._..._......._..._:�.._�....�.................................................,.. �.r w..,�.� �;M...,.__.� � ;' m V - VOI.T `� GROUNDING BU��AR �lMIT.D TO QVERCURRENT PROTECTION, DISCOfVNECTING B�EAhIS ANL? APPLIANCE CORDS (PIGTAILS} WHERE NECESSARY. � -" - / �,,, �� -�s-m� �m�_ � _�_ Q_�.�� �� � � .............................................�.._.�.._....__...._._..._._._._...._..._.......___..._..._.......__.__._..._. q . ................................................__._____..�..._.............._........ ........ .... _..�. � .�_ ��.,. _.;. _ ..,.� _ �u=...�.; ___...�. .................................._�....__......_........_._...�_._�.�_..�.._...._._.______._.____.......,.... . . . ...., .. ... .�.._,.....,,......_.�.._...._...,.....__,_...._................_...__._...�....._.._.,.._.._...�........,.....�.�._.... / =��.,.w:,_. � W - WATT WIRELESS LAN (VVdI-FI} �C�E�� ��IR1T 20. MC CABLE SHALL BE PERMITTED FOR BRANGH �iR�lJl°fS A� ALLC?WEC} PER NEC 2008 AND CURENT TOWN OF VAIL .............:.............................._.___..�.._.............._.._...._............._�._....._._.._...�._.__.___..................._..._..._..._...._........_...._..�_....__.....__.._...___.__.____._._..._..............,.. ._._�_____............._................__........_.....__........_....._..._�_......_..._�.�..,_._,___..__�..___�_......................,,�........_.,..,_...,_.._:............_...._....�._.__..�.........._....._._..._.._. v AMEt�DMENTS. USE OF MC CABLE SHALL CQPAF'LY WiTI� REQUiRE�AEfVTS ,4ND LIMITATIONS DESCRIBED BY NEC 2008. � WAN - WIDE AREA NETWORK , � .:..:......................:_...:.__.....____._..._.__......_.___..._...__._�_._.._._:_.�_�.�......__...__._..____................._....__.._..__.__...__._..._______.__._._..__._.__.__._.._._.___.___________,__..._.......:..... 21. NUMEERED CIRCUITS AND RACEWAY ROUTIfVGS ARE FOR �O�li/ENIENCE OF DESIGN ONLY. ACTUAL FIELD CONDITIONS YVILL � WLAt�- WIRELESS LOCAL AREA NET�YORK �fARI INDICATE THE CIRCUIT NUMBER USED QP# `fl-dE "A� �UILT'" DRAWINGS AND PANEL DIREGTORIES. •- ........�........................_........_._......_...___.____._.___._.._._.__.._.._......_......,...._...... .._._... ..._..._.__...._,_...______�___�___..._.._...._.__.___...___.__....._...�..__.._... , m WP - dVEATHER PROOF 2 CONSTRUCTION 02.18.2011 t' ._.....:_...._...............:.........._...........................,..........................................�....................:.._....,�.........................._..................:.................._._...._....__....._ 22. VERIfY EXACT LOCATIONS OF EXISTING AND NE4Y IiNDERGF�OUN� UTILiTIES, PIPING� AND RACEWAY SYSTEMS PRIOR TO � � XP - EXPLOSI�N PR4t3F ' TRENCHING. SITE PLAN DOES NOT INDICATE �ALL lJG UTILITY LINES, RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. �- ............::........................_�.........�._.�.__.._.______...___.___..__......__...._._.._...._._.._.._.__,...u.___._............_........._.._.....___�............_._�.___.._._______..._._..__._..._............._..... PROVDE NECESSARY TRENCHING BACKFILL E?(GP��/R11QN SUPP�f�I'S SERVICE FEEDERS CONDUIT AND QR WIRE ISS.# DESCRIPTION DATE , - " +18" - MOUNTING HEIGHT TO C�NTEf�LINE �F PUl.t30XES, 1RANSFORMER PADS, SAWCUTTING �ND PATCFIING, CONCRETE/PAVING, ETC.(REQUIREQ. ACKFIL� TRENCHES " � _...,......_.....................................:...................................._.......:......,.................,............:....,.............................._._...................._....._............._._._.�_............ ; Q TO 9? PERCENT COMPACTION AND PATCH TC� MATCH E?(ISTING. GONTi�ACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY AFiCHITECTS PROJECT N0.: 21064.04 QEVlCE A�OVE FINISh! FL�OR �p ¢ :....._..............................:........ .. . • COMfANY DRAWINGS AND REQUIREMENT�. � . , .............................................................................................................................................................................. ....__.____. �I I�' �����. , ; � °c�° 1a �R��I�E A�C2 ALl"ERf�ATE PRIGE F�R A GRID TIED SOLAR PHQTOVOLTAIC 23. FINAI CONNEC110NS TO EQUIPMENT SHALL �E Itd AC�OR��4NCE I�ITH t��4NUFACTURER'S APPROVEQ WIRING DIAGRAMS. � 00 €��WE� SYSTEM, F�P��T��O�LTAlC S1fSTEM SHALL BE A 5 KILOWATf R40F DETALS, AND WSTRUCTIONS. IT SHALL BE THE �C�N1R�4CTOR'� RESPONSIBILITY TO PROVIQE MATERIALS AND EQUiPMENT � T M�UNTEtB �Y�T�M. ��C?VI�E PRICING TO PROVID�, IfdSTALL AND TEST A COMfATIBLE WITH EQUIPMENT ACTUALLY SUP�LIE�. � ; -n ���AF'LETE AND ��'ERA�LE9 �ODE �E�NIPLIANT SYSTEP� INCLUDING BUT NOT � LI I'�E� °f�: PH�T�YOLTAI� �qODULES, R�OF MC?UNTlNG BRACKETS, PO � 24. ALL :MPTY RACEWAY SYSTEMS SHALL HA � 1°LQ PULL � INGa AND SFIALL BE IDENTIFIED AT ALL JUNCTION, PULL ` v3 I�`JE�TE�, DBS�OB�R�ECTS, METERING EQUIPMENT, AND ALL NECESSARY AND TERMINAl10N POINTS, USING PERMANENT MEl'ALLIC TAGS. 7'ftG SHALL INDICATE INTENDED USE OF CONDUIT, ' �- CA�LIhJG. ��FEF2 T� �R�4VJIiVG 2, SHEET E4�0 FQR FURTHER INFORMATIOf�. ORIGNAl10N. AND TERMINATION POINTS OF E�4CH INDIVIC}IJAL �t7NDUIT. a� � a 2e �RCY�QE �ID ALTE��lATE FC7� TYPE BZ' GAR�GE LIGHTING FIXTURE TO BE 25. SYSTMS SHALL BE TESTED FQR PROPER OPERAT1C7Ne iF TE�TS SH�W THAT WORK IS DEFECTIVE, CONIRACTOR SHALL v CiE�� LIGF9TiPVG �511i�-��-41-12�-SL. MAKE CORRECTIQNS NECESSARY AT NO COST 1'0 ��lE�. � � � 3. ���VEC�E �I� AL�RNATE ��R �'YF�E 'Z° G�RAGE UGHTIiVG FIXTURE TO BE �E7"A 26. SEE �ECHANICAL DRAWINGS AND COORDINA°IE V�ThI MEGHANICAL GONTRACTOR FOR LOCATION OF MECFiANICA� EQUIPMENT. �' ° �i��C� 3�4 �� �� f�6 � UL �PC 43�. PROVDE SERVICE T0, AND CONNEGT EQUIPMENT AS REQUIRE�. ; � -0 27. WHEFE PANELS ARE INSTALLED F�USH WITH 1N�LL$, EMPI'1° C4NCDUIT� SHALL BE EXTENDED FROM THE PANEL TO AN ° ACC6SIBLE SPACE ABOVE OR BELOW. A MIPIIMUPA OF �NE a/4°'C SNALL �E INSTALLED FOR EVERY THREE SINGLE POLE ; , � SPAF� CIRCUIT BREAKERS OR SPACES, OR FR��TIOfd THER�OF, �191° PdOT LESS THAN TWO CONDUITS. KEY PLAN c � 2�. CONRACTOR SHALL BE RESPONSIBLE FOR REP'LACING EQUIf�MENT �VHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING a PROVDED UNDER THIS SECTION, OR FACTORY 6MRING IN EQUIPMENT PRQVIDED UNDER THIS SECTION. ANY ITEMS DAMAGED � �Y 7iE CON7RACTOR SHALL BE REPLACEI3 �Y T�-IE C�NTRACTOR �4T NO GOST TO OWNER. � ELECTRICAL � 29. TFIE :LECTRICAL CONTRACTOR SHALL BAL�4NC� LC?P,�S EVENLY �ETWEER! PWASES. COVER � 30. PROVDE 36°' CLEARANCE, LATERALLY, BETWEEN C�A a METEF� � ELECTRICAL E(,�UIPtu_(�I�Tr�,x g EAU DI N SHEET cn U m�� ��� ��J � �� � " � .� y � � � o � ,� � ��� ��x �� ��� ��:', O� ANZE � � � � � � Consulting Engineers, Inc. m ��� � � ���� VaiL (970} 949-6108 ,/ € Lake Tahoe: (530) 550-7334 COPYRIGHT2010 � � Denver. (303) 278-3820 Project No:8828.04 U) �k � ��� �; � � Fort Collins: (970) 221-5691 w� ����w��,� �y�� �s�a��?,��,,„ � Aibuquerque: (505)323-9070 , ��.��� ,..�w..�,,.���,�.��.�w www.bece.com ��. � r:,�.�«,� ,,�,,._.�,�.�N�.�.�,em�e.�,���. . .. _ .. . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . � � . � . . � . � . � � d . . . . . . . . . . . . . . . . . . . . . . � . . . . � . �k I . . `��,a . . � . . � � .. .. . . . . . . . . . . . . . . . . . . . . . . . � � . � . . .�. . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . �I�TE� FL�� �I�TE�: . � � � 1 12� �1QLT f��1ME� FOR H�hID �Rl°ER. ���i:j���l."'1,,,� $ . r �� 1. C?EVICES ON THIS DRAIMNG FD FROM � .' ,4+ji�� �� r r � _ _ PAPdEL �P1 A, U.N.O. �J► ��R, ,�,'!.�!� �. ` 2 1�01NER F�R Al1T"�M�TIG �00R OPENER. ' i, - r � �. REFER 1'0 MECHANICAL EQUIfMENT �_�'��`��•, -..I .. ' S�HEDULE SHEET E401 FOR .OAQ AND � ���� F�� Alll'�MATB� PLIJPABIIVG FIXTURES. . { �� , l` ,� . c� . , � .�. . CIRCUITING IIVFORMATION FOR MECHANICAL . � � ��� f�"�� � '� . EQUIPMENT. �VdIT�i C�1�lE��E LBNE T� GAS PAETER LOCATION. COORDINATE EXACT LOCAl10N ' .�h�� ��' � _.��'�,1 .' �L ��,r . ' , �,k't� . �JUNCTI�IV �ClX F�� �E�URITY WITH 9" CONDUIT TO IT ROOM #129. � ' . �6 ELEV�4T�F2 DISCC�fVNE�T REFER 1'0 ELECTRICAL ONE LINE DIAGRAM SHEET E400. . , � , . . . . � � ' �ELE�IAT�� ��� F'C11NER DISCONNECT, 20A/1P. copyright 2010 �F'R�VIDE 4��SQ41A�E JUNCTIOfV BOX WITH (2) REFER TO DRAWING 4. SHEET E600 FC?� DETAIL. TYPICa4L FQR ALL � OUTL.ETS SHOWN. �4.0 �rC�It�CtU r� I�IC. - �9 PR(�OfIDE (1� 4�" ��NDUIT (EMT) FROM TEI.ECOM/AV ROOM TO THE LIONSHEAD FF2� �lJIL�IiVG F�F� Fl1TURE FI�ER OPTIG COMMUNICAl10NS CABLING AND (1) 2" OWNER TOWN OF VAIL ' �C�iVDl11T FC}R PH�fVE LINES. DEPARTMENT OF PUBLIC WORKS 1� F'RC?Vi�E JtJtdCl'10�1 �AX FOR MOTORIZED DAMPER. 1309 ELKHORN DRIVE VAIL,CO 81632 11 P'�C1VIGIE ��VVE� F�R �� SUMP CON7RO��ER. t:970.479.2158 1� f'�4VER FOFt FIRE F'L�GE iGPJITION. ARCHITEGT 4240 ARCHITECTURE INC 3003 LARIMER STREET 13 �R�VI�E EhAERGEN�Y SMUT'-OFF PUSHBUTTON FOR THE GAS FIRE PLACE: DENVER,C0 80205 �ONNE�T PUSH�IDT"!"OfV TO GAS SOLEN01� VALVE. COORDINATE FIREPLACE t:303.292.3388 f:303:292.3113 �PERATIf}N AIVD SHllTDOVVN REQUIREMENTS dVITH VAIL FIRE DEPT AND FIRE ALARM CIVIL ALPINE ENGINEERING INC. !/EiV��� PRIOR T� RQUGhI-IN, ENGINEER 34510 U:S.6 UNIT A9 14 Pf2��fI�E T'WC3 (2� �" CONDUIT FROM PANEL 'LP1A' TO EXISTING PARKING GARAGE. EDWARDS,CO 51632 t:970.926.3373 f:970-926-3390 15 �R�VI�E 1�OV �C31�lER TP� FACPe COORDINATE EXACT FACP LOCATION WITH VAIL SURVEYOR PEAK LAND CONSULTING,INC. FlRE DEP� PR90R TS3 RtDIlGH. 1000 LIONSRIDGE LOOP � 16 I��LI�AY I�IGNTING �ECEPI'ACLES TO �E CONIROLLED BY EXTERIOR LIGHTING VAIL,CO 81675 � �ON1'Rt�L P'AI�EL `LCP"o t:970.476.8644 NOT IN COtdTRACT � --.� STRUGTURAL MARTIN/MARTIN,INC. . ; • �p / 2.� . �e� m4 �a 5 �.6 2.7 m� �a 9 2.� � L e 11 ,� P�E�HAIVIGA WC(�NTRA�TORP�, P-4 1'0 CONTROL PANEL. COORDINATE WITH ENGINEER LAKEWOOD,CO 80215 VE. � S o� 1 t:303.431.6100 , f 1� P�'1A�R �'Of2 HEAT TRACE. HEAT TRACE ON DRAIN PIPING FOR DECK DRAIN ABOVE. N�EP BEAUDIN GANZE CONSULTING � / HEa4T TRACE f�R�VIDECD �Y MECHANICAL CONTRACTOR, CIRCUIT TO HP1-21. ENGINEER ENGINEERS,INC. � - ' � + � � � � � � � � 19 PR�ViDE RECESaE� 4����NG FLOOR �OX WITH ABILITY TO ACCOMMODATE BOTH 222 CHAPEL PLACE L V� VOLTAGE ,4PV[? LIP�E VOLTAGE CAB�ING. PRaVIaE HUBBELL #FiBLTCGNTBKSW UNIT AG201 � j � ! I I It 0 UA AVON,C0 81620 \ 35 / / i� i i i i i i i i i i ! t.970.949.6108 : . 1 -1 UH F F� � � � I I I 3 2� P WER F�f2 FIRE�L CE EXHAUST SYSTEM CONTROL PANEL. PROVIDE 15A 120V F � T C�b�� PROVIDE T►N4 (2) PH�NE G R�dJ1T' (Lt�1�-1}� T C�NTROL PANEL AND �F�OVIDE 2-#12 CONDUCTORS FROM LANDSCAPE MARY HART DESIGN �. i i i i i i i i i i i C R91��L !'ANEL �"� XHe4UST FAN Al' TOP OF CHIMNEY. ALSQ PROVIDE POWER ARCHITEGT POST OFFICE BOX 8528 P�,�-27 � ' g 23 LINES T� FIRE ALARt� PAfVEL. � � NNEGTION Tq A ER FROM COt�l'ROL PA EL. COORDINATE EXACT BFiECKENRIDGE,CO 80424 �-T SKI�TORAGE 3 -17 � � , � (�111fZEMEIVTS d�ll�i XHAUST SYSTEM INSTA�LLER PRIOR T0 ROUGH-IN. t:970.389.3583 � L�il�3�27 A L L � � �/ i i �i, i i i i i i i i i i � � . P1�-�7 2 Fq� � �\ ` I � I � 15 � j i i i i i i i i i i i i � �� o � 33 � i \� � � �� �.' .` u .� � I I . ' ` i i v � � �. � ` o�CR�B-17 \ � _ 1� I � 33 /� ' -� � . 'w�� � - - - - - - - - - - - - - - - - - - - - �_� s- - - - - - - - - - _ _ _ _ _ _ _ _ - - - - - - - - - - - - - -0- - - - - - - - - - - - - - - - - - - - - - - - - ❑- - - - - - - - - � - - - - - - - - - - -- - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- `STORAG���,_/- -� - - - - - - - - - - - - - - - - - - -�- - - - - - - - -��- - - - - - - - - - - - - -�- - - - - -- - - -� - - - - - _ _ - _ -� - - - - - - - - - -�- - - - - - - - - ! - - - - - - - - - ! - - - - - - - -�- - - - - - - - - - - ! - - - - - - - - - - - -- - ! - - - - - - � � 127 � \ �RO�lI�� 2" ������3�3i`f FF��M I � LCP-14 0 � � / / � C�-CABIt�tEfi- - - - - - - - - - - - - - - J � � � �I f/ /E�E�To ��9, 1�1 F0� � METER � � LP1B-17 . / FUi'Uf�E °6�N hJT PA�EL � � P � � 3 31 i ' i � i i i i i i 4. i • 3 \� � / � STORAGE 41 Vp�. o � FEEDERS. 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ENGINEER 34510 U.S.6 UNIT A9 � EDWARDS,CO 81632 t 970.926.3373 f:970-926-3390 _ SURVEYOR PEAK LAND CONSULTING,INC. 1000 LIONSRIDGE LOOP n VAIL,CO 81675 �-� � .1 t:970.476.8644 , � STRUCTURAL MARTIN/MARTIN,INC. �` `� ENGWEER 12499 WEST COLFAX AVE � � 2s� �e2 �a 2.4 205 �.6 2.7 a� 209 2.10 2. 11 2�12 2013 �AKEWOOO,C080215 \ i f � t:303.431.610d / � � MEP BEAUDIN GANZE CONSULTING i / ENGINEER ENGINEERS,INC. . 2 � i i E i i i i i i i i i i 222 CHAPEL PLACE �'. 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No. .YPE LOD DESCRIPTION TYFE L�AD DESCRIPTION No. No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No. . { ,#{ � r A B C POLE TRIP A B C TRIP POLE A B G A B C POLE TRIP A B C TRIP POLE A B G A B C POLE TRIP A B C TRIP POLE A C , ' �� ,�]�_ � i • ;::::.;:.; ,:,:: ;;.: :; z �. �� „ � j ;> " - >:: ;_;... 30 2#10&1#1 D G 3/4 C 3#10&1#10 G 3/4 C 4#1 p&1#10 G 3/4 C �.r + -� � 43 500 :: E AUTO DOOR OPERATOR 20 1 + . SPACE ;> 44 1 750 R SPEC�L EVENT RECEPT. 1 2Q + .. M 576 ' 2 1 2400 E HEAT TRACE 1 1 30 + SPACE 2 ( ) ( ) t ) • � / ., (� �... ( � , II ` � t � . i �. ;:+ - + � 3 750 R SPEC\L EVENT RECEPT. 1 20 15 „ M FC 1 576 4 3 2100 E 1 30 SPACE 4 g � , > , :. 45 ; ::; SPACE + ;: SPACE s: ; € q6 ;: HEAT TRACE 1 J Y �� �t . , ;: ;.>: ;: , , ; ;:: ?: 5 ;: 750 R SPEGL EVENT RECEPT. 1 20 `: .:: + IUt 576 6 5 i:.:::: 2400 E 1 30 : + SPACE ;...... 6 40 (2#8&1#10 G)314"C (3#8 8�1#10 G}314"C (4#8 8 1#10 G)1"C L� �titd�. 47 ;: SPACE ;. + SPACE . 48 HEATTRACE 1 „ . �jj��� yt� + ? SPAC >: 7 750 ;: R SPEC\L EVENT RECEPT. 1 20 + ;` LM 2054 8 7 2100 ;:; 1! E HEAT TRACE 1 1 30 + SPACE 8 � �b w 49 ;: ::;: SPACE .:.:....:...:::: E z 'r . ""�� • _......: " ' 50 ! i �`, __._. a: .s ;::: !. , 50 3 " 3#6&1#90 G 1"C 4#6&1#10 G 1"C '�� ; (2#6&1#10 G) /4 G ( ) ( ) 51 ;: ;: 3 SPACE ;; + ;; SPACE s:: ; : 52 9 ;,; 750 ;:: R SPEG�EVENT RECEPT. 1 2d + 1 30 3 LM CU-1 2064 16 9 2100 E HEAT TRACE 1 9 3Q + SPACE 10 . , EVENT RECEPT. 1 20 d + LPvt 3 11 E 30 + SPACE 12 � 53 ;; SPACE <:;:; + SPACE ; ; 5q �1 I 750 ft SPEGL `: 2064 12 120� HEATTRACE 1 1 ;: ; : . . . .. .. .,. ::;.:: ;. .. ,. ::, :�, .'r . . . . . . . . . . . �i .i !: ; 13 800 r ;:; � HO�ILIY RECEPT. 1 20 + :; 30 1 M HRV-1 230Q ; 14 13 ;; ... ?: SPARE 1 30 + ;'; :! BPACE 14 55 ;::. ;:: SPACE + ' :: . ..; SPACE <;: .<. 56 > . . . . 60 (2#4&1#10 G)1"C (3#4&1#10 G}1"C (4#4&1#10 G)1 1/4"C � + 1 - + 6 ' '.z :s:: 15 i:::....::: 1200 L HOlIL1Y RECEPT. 1 20 5 1 E B 1 ` 500 1B 15 1 2100 ': E 1 30 SPACE ':: 1 57 > ;: .::: SPACE ,: + :....:.: SPACE ; >; 58 .,.:;,. HEAT TRACE 1 _ ;.:;;.:. :.:; ., <;; ;: ' ` UNIT�ATERS UH-1 1 10 ':: ><: + 20 1 E iNPO C R TE�ECd� ' 17 -:::: E 30 >: + SPACE 18 59 . . :. ;; ;: SPACE ;;:: + SPACE ;;;: 6Q �7 ;:; < 250 E _......::. ENTE 500 18 ;::.._:::: 3000 HEATTRACE 1 1 ': - 70 (2#4 8�1#S G}1"C (3#4&1#8 G)1 1/4"C (4#4&1#8 G}1 1/4"C ;...; > _ + ::: ' + 20 61 ': <:: ::::: SPACE + :.:;:: ;': SPACE i ;! g2 19 480 s E CABIhT UNIT HEATERS 1 15 ,: _ ` E 1000 s 20 19 1600 .::: ;:;: E HEAT TRACE 1 1 30 >' ;', 21 SPACE > : 2Q 2 ViFH-2 _ ` (2#2&1#8 G)1"C {3#2&1#8 G)1 1!4"C (4#2&1#8 G)1 1/2"C x:: <:::: ^ - > ; _ 63 SPACE + SPACE 64 21 480 E CABIMT UNIT HEATERS 1 15 `: + E ' 1000 22 21 900 HEATTRACE 1 1 30 �- ::: SPACE 22 80 copyright 2010 ; ;;; ,: .;. >:....__ - 65 ;: ;;: SPACE ;: + SPACE ;; z: 56 23 r ; 1176 M P-9 1 20 ' + 20 1 �U P-1 ;! i 1176 24 23 ;:;. :: SPACE + SPACE 24 90 (2#2&1#8 G)1"C (3#2&1#8 G)1 1/4"C (4#2&1#$G)1 1/2"C 67 SPACE + . SPACE 68 25 720 EXT.F_CEPTACLES 1 20 + i: ;: 20 'I M P-1 11'76 26 ��•— � M ; ,:. � . � . FEEDTHRU SUBPEED FEEDER GENERALNOTES: �� � � � � � � � � � ' � OM 131 1 20 !:: + 20 1 M P-1 11 � o Architecture i��� 69 '. ; ; SPACE „ + ;; SPACE ; ; 7p 27 ; . 180 ! R RESTIO 7 < 28 LOpUTYPE PANELTOTAL TOTAL TOTAL SUBTOTAL �EftAAND FEE�ERTOTAL 100 (2#1&1#8 G)1 1l4"C (3#1&1#8 G�1 1/2"C (4#1&1#8 G)1 1/2"G A � 71 SPACE ':: + SPACE ' 72 Z9 ' ; 1600 HOLILIY RECEPT. 1 20 ;; + M 444 3G 31 360 .. : R HOSTiKII STORAGE 1 20 + ' 15 3 M P-2 444 ; 32 {�)LIGHTING 0 a �25i o e. 110 2#1&1#6 G)1 1/4"C (3#1&1#6 G)1 1/2"C (4#1&1#6 G)1 1/2"C 73 '' ° : : SPACE + ?: . SPACE ; 74 � i 75 ; SPACE + :.;.. SPACE > ':: ;: 33 ;:': 506 E ADA DOR OPERATOR 2 20 ; + ! M ; 444 < 34 (R}RECEPTACLES o o NEC 220 o c. OWNER TOWN OF VAIL ; 76 77 ;;: :.;;.: SPACE ;::.; + SPACE ;: ; 78 35 `: < 85 M P-8 1 10 ;; + M ; 444 3E (�M}tP,RCeSrMOTOtz o 0 25! o o. 125 (2#1&1#6 G)1 1/4"C (3#1&1#6 G)1 1/2"C (4#1&1#6 G)1 1(2"C `. 79 SPACE + . SPACE ; gp 37 1176 > M P-7 1 20 + .:: i 15 3 M P-2 444 38 (M)MOTORS(A�L) o o �ooi o e. 3�g E K�"��RN�R�VE L'ri W��KS , ,: t90oo < - 39 ;;_:.;; 1176 ; M P-4 1 20 ,; + M ; ; q�q ,: qp (E)EQUfPMENT is000 iaor 1soo6 SPECIPIC NOTES: 150 (2#1t0&1#6 G)1 1i4"C (3#1/0&1#6 G)1 1i2"C (4#1!0&1#6 G}2"C % 81 ; :.:> SPACE + ...:.: SPACE : 82 83 ._ ; ; SPACE ;;:; + SPACE ;> > 84 41 85 M P-3 1 10 i:: ! + SPACE 42 �APPLIAtJCES � Q o 0 ; �2) PROVIDE 30MA TRIP GFE CIRCUIT BFAKER 17S �VAIL,CO 81632 4 �p,PlEL'TQT"�,L(K�/A}: 19.0 (2#2/0&1#6 G)1 112"C {3#2/0�1#6 G)2"C (4#2/0&1#6 G)2"c t:970.479.2158 � FEED THRU SUBFEED � PEEDER� � � � � � GENERAL NOTES: FEEa'HRU SUBFEE� FEEDER � GENER/dL M1lOTES � . (3) � . . � . . LOADTYPE PANEIYOTAL �DEMAND FEEDER707AL � � � � � LOAD TYPE PANEL TOTAL � DEMAND FEEDER TOTAL � TOAL TOTAL� SUBTO7Al A. FEED THROUGH LUGS � � � � � 200 2#3/0&1#6 G 1 1/2"C (3#3(�&1#6 G 2"C � �(4#3/0&1#6 G 2"C � � � � � rorn� rotn� sueTOTA� A, pp;h1�L�'�7-qL(�}: 23 �5� � } � � ARCHITECT 4240 ARCHITECTURE INC � � . (L)LIGHTING � 0 � 0 . 125% 0 B. � (L)UGHTMG � 2000 0 � 2�0 125% � 2500. g. . � . . . . . o �R�RECEPrAC�ES so�o 0 5040 NEC 220 5040 3 c. zzs (2#4/0&1#4 G}r�C (3#4/0&1#4 G)2^C (4#4/0&1#4 G)2 1/2^c 3003 LARIMER STREET ' � � . � (R)RECEPTACLES � 0 NEC220 � 0 �0. � (LM)LARGESTMpTUR 6192 0 6�92 25°!0 � � 1548 0. � � � � � � � � � � � � � . � �EN`/ER�L''�$�2�5 � . � � � � (LM)LARGEST MOTOR � � 0 � 25% � � 0 � D. �� � � � � . � . . � . . � (M)MOTORS(n��) o o t0o/ o E. (My nnoTORS(n��) zoito 0 Z�>>0 100°io 2�110 E. 250 (2-250 KCMIL&1#4 G)2"C (3-256 KCMIL&1#4 G)2 1/2"C (4-250 KCMIL&1#4 G)3"C � � E EQUIPMENT � 4710 ,�o s7�o ,00r � s�,o � � � sPeciF�c r�oT�s � . � . t:303.292.3388 : f:303.292.31�13 � � � � . � (E)EQUIPMENT � 500 � 5W � 1p0% 500 � �� � SPECIPlC NOTES: ( � � � . � � � � . � � . a APpunNCES o 0 o p r� (2-35�KCMIL 8 1#4 G)2"G (3-350 KGMIL&1#4 G)3"C (4-350 KCMIL&1#4 G)3"C A APPUAN�ES o 0 0 0 ��� ��� soo CIVIL ALPINE ENGINEERING ING. (2) PANEL T�TAL(FCVA): 34.9 tZ� 380 (2-50D KCMIL&1#3 G}2 172"C {3-500 KCMI�8 1#3 G)3"C (4-500 KCMI�&1#3 G)3 1/2"c ENGINEER 34510 U.S.6 UNIT A9 PANEL TOTAL(KVAj: 0.5 CV �3� �s� EDWARDS,CO 81632 PANEL TOTAL(A): 1 (4� PANE�TOTAL(A}: 37 t4} — 400 2[(2#3!0&1#3 G)1 1/2"Cj 2[{3#3/0&1#3 G)2"C] 2[(4#3/0&1#3 G)2 1/2"Cj t:97�.g2�i.3�73 �:���-g26-339� 5 aso 2[(2#4/0&1#2 G}2°c� 2[(3#4!0&1#2 G)2°C] 2[(4#4/0&1#2 G)2 1!2°c� SURVEYOR PEAK LAND CONSULTING,INC. 500 2[(2-250 KCMIL&1#2 G)2"C] 2[(3-25Q KCMIL&1#2 G)2 112"C] 2[(4-250 KCMIL&1#2 G)3"C] 1�����QN`SR��GE�QQP VOLTAGE: 120/20$V, 3PH,4W VOLT�4GE: 120(2(}$V, 3PH,4W �����,��; 120(208V, 3PH,EW VAIL,CO 81675 PANEL: LP3 �ry���MUM BUS: 250 �'A�E�-� LP;(SECTION 1) ������� ���e ��� PANEL: LP1A ���O��g� ���: 400 eoo 2��2-sao KcMi�&�#�c�z vz°c� 2[(3-350 KCMIL&1#1 G)3^c� 2[(4-350 KCMIL&1#1 G)3°c� t:970.476.8644 �OCATION: STORAGE 311 MAIN: MLO �OCATi�P`9: ITlILECT. RfVI.#210 h7A�lP�: tv1LC9 LflCATION: ELEG ROOM 111 �A/�iN; 400J3 CB �oQ z��z-soo Kcnni�&�#iro G>z vz°C] 2[(3-500 KCMIL&1#1/0 G)3°c� 2[(4-500 KCMIL&1#1/0 G)3 112��c� 3TRUCTURAL MARTIN/MARTIN,INC. MOUNTWG: SURFACE MINIMUM AIC: 10,000 MOlJNTING: SU2FACE 14AIRIIMClfl11,�lC: ��,Q�� NiQUNTING: SURFACE MINBiVIUf1A AiC: 10,000 ENGINEER 12499 WEST COLFAX AVE. 760 2[(2-500 KCMIL&1#1/Q G}2 112"C] 2[(3-500 KCMIL&1#1/0 G)3"C) 2[(4-500 KCMIL&1#1/0 G)3 1!2"C] �/�KE�(IfQQ�,CO 50215 LOAD BREAKER BUS BREAKER LOAD LOAD BREAKER BUS BREAKER LQAD LOAD BREAKER BUS BREAKER LCID S00 3[(Z-300 KCMIL&1#1/0 G)2"C] 3[(3-300 KCMIL&1#1!d G)2 1/2"C] 3[(4-300 KCMIL&1#1/0 G)3"C] NO. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No. No. TYPE �O,D DESCRIPTION TYPE LOAD CESCRlPTION No. No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No. t:303.431.61 OO A B C POLE TRIP A B C TRIP POLE A B C A B C POLE TRIP A 8 C TRIP POLE A B C A B C PQLE TRIP A 8 C TRIP POLE A C ZE N LTIN MEP BEA DIN AN CO SU G TER THAN 100A . . U G + . i� �::: 0 + AC 2 AS 60°C�TERMINATIONS LESS THAN 100A AND 75°C TERMINATIONS GREA . . . 1 180 ::. R STORAGE 311 1 20 20 1 R PANTRY 309 540 2 1 360 R IT 210 1 20 s 2 1 R 213 900 2 1 540 R RESTROOM RECEPT 1 20 20 1 E F P 750 CONDUCTOR SIZES ARE B ED ON 213 1 + s + > ZO 2 2 20 <: 4 :: 2 20 < + !s 20 1 R PANTRY 309 540 <; ; 3 ;: 360 ' IT 210 1 20 1 R `.' ": 900 4 3 1500 > E HAND DRYER 116 1 20 1 E FIREPLACE 10 rr. 3 900 R WALL 308 1 ,,,,;. ,,,,, __. 4 � _.. _ ,,.,;.::: ,..::::: CONDUIT SfZES ARE BASED ON NEC TABLE 4 RNC AND TABLE 5 THHN INSULATION. ENGINEER ENGINEERS�IN ,:. R __. . : 5 , 1260 R FLOOR 308 1 20 + 20 1 E ICE MACHING 309 ;:; 1500 6 5 ':: ; 360 R KITCHN 209,STORAGE 1 20 ' i + 2Q 1 R 201 ': 720 6 5 ;;: 1500 E HAND DRYER 115 1 20 > + 20 1 E VENDING 1 1200 6 ��+E + 5 > 20 + ::i 20 1 R 201 720 8 1500 ? E AN Y 20 + 2Q 1200 <: 8 222 CHAPE�P 7 360 :;: R IT 1 20 ;; 20 1 M FIRE SMOKE DAMPER 2 0 ; ; 8 7 540 ; ; R MECH.11 1 7 ;. H D DR ER 117 1 1 E VENDING 1 ,:; .. ; ; ;; ; ; �. uNir Ac-2o1 : : �. ;: ;;- , , -: : = ,:; : 60 ::.:; R 1 20 + 20 1 MECH CONTROLS 10 9 ;.. :. 200 M DAMPRS 1 20 ;:;.: + ........:. 20 1 R MECH 202 REC.UH-1 i :;>: 800 ` 10 9 ;;;:: 300 .: . , ... E PLUMBING PWR 1 20 ...._.. ,...::. 20 1 E MECH CONTROLS <;:; 20 ;:: 10 9 , 3 ,::::..::: IT ..,:, _. ;:: ,:. ._ »: ;;;: >., ,, _.. ;: < + - :;. i: .: �- ;:: ,; VOLTAGE: AVON,CO 81620 11 ! .,;,:. 200 M DAMPERS 1 20 ,;:;., + 20 1 L EVENT RM LIGHTING r: ;: 640 12 11 '.;, ;: 10D E PLUMING CONTROLS 1 20 ,,;,,, 20 1 E MECH CONTROLS 250 12 11 1080 R CORR&WAITING 109 1 20 20 1 L 1ST FLR LIGHTING 881 12 [)�STRIBUTION PANELo �. 277/480V, 3PH, 4W 13 1500 ::: E HAND DRYER 304 1 20 + :;: 2p 1 L EVENT RM LIGHTING 640 ;: 14 13 1500 E HANd)RYER 207 1 20 + :: ! 20 1 � 2ND F�R.LlGHTING 793 ;' 1�1 13 1080 ! R WAITWG 109 9 20 -t� i 20 1 L 1ST FLR LIGHTWG s�s :< ;::; �a t:970.949.6108 , _;; , : ; ` ; " ;: ;; + 1 L V T I 960 . .. 6 15 < 1500 E HAND)RYER 208 1 20 + 2Q 1 L 2ND FLR.LEGHTING ;: 707 16 15 ......_...;. 1080 '::: R 107 103 1 20 1 + :::. ' 20 1 L 1ST F�R LIGHTING >i 76 `kl 16 . 15 „ 1500 ;,;; E HANDARYER 304 1 20 20 E EN RM L GHTING 1 , ;.; .;::.. � ::. ;. ,, _. : MINIMUM �US. 1 20 + 20 1 L EVENT RM LIGHTING ': 650 18 17 > : 250 M FIRE VIOKE DAMPER 1 20 ;s + 20 1 L ZND FLR.I�IGHTlNG 1222 18 17 1080 R LOBBY 1 20 ;: i + 20 1 L 1ST FLR�IGHTING ' .;: 793 18 D �� �soo E HAND DRYER 303 ,,, _., . M P LANDSCAPE MARY HART DESIGN : : , 4 19 1500 :: E HAND DRYER 303 1 20 + .. .:: ! 20 1 L CATEREING PANTRY LTG 293 ; ;i Zp 19 360 R GOUNER 209 1 20 t ;; ;:: M 82$ 20 19 1480 ::;: r:: R 105,104 1 20 + :-' ::s 20 1 E IRRIGATION CONTROLS 250 ::< ;:,'`, 20 ,,. ;.:>::;; : : _.. ..x.,�,.: ___: ARCHITEGT P�ST OFFICE BOX 8528 ;::. + . ..... 1 L F 539 ::;;: :«.: 1 __ 360 ;.: R C UNER 209 1 20 > + t 15 3 Nt FC-2 828 22 21 ; 500 i R IT ROOM 129 1 20 + :; '; 20 1 L EAST STAIR LTG. 47 ;:: 22 • • 21 ,; 200 ,..::.:::.;: E PLUMBING 1 20 ,,;,,, 20 3RD LR.LIGHTING ,,,,,,, 22 2 O _ _ _ LQCATION. MAIN. , _..�. . _ 0 8042 23 ;;: 180 R BATH 304 1 20 ;:; + M ' 576 24 23 ;; ;; 100p A DISPGAL 209 1 20 + M ': 828 24 23 y 500 R IT ROOM 105 1 20 + L 626 24 ' BREGKENRIDGE C 4 25 18D :.: s; R BATH 303 1 20 + ;:; 15 3 M FC-4 576 ;: 26 25 1200 A REFEi209 1 20 + : t�R 576 ': 26 25 500 ' M ADA DOOR OPERATOR � Zp �- - 2Q 2 � EXTERIOR LIGHTING 626 `; ": 26 MLO t:g7O.3B9.35S3 + ;t + : 15 2D s 0 EXTERIOR LIGHTING <::: 28 MINIM M I : 27 180 >: R JANITOR 305 1 20 + M 576 28 27 3840 E 3 M FC 3 5'6 2& 27 360 ' R E�EV PIT 9 ! 2 1 L 160 MOUNTING: U 14 C, 29 '::; ; 720 R VESTIBULE 301 1 20 :; + M ;; 2064 30 29 ;' ; 3840 E KILN 29 3 40 ; + M > 576 30 29 ;:; ' 500 R ELEV CAB 1 20 s + 20 1 L EXTERIOR LIGNTING 1120 30 31 2500 ;: ; A + ` 15 3 M CU--0 2064 ; 32 31 3840 f E + : f�n, 171& 32 31 360 R ATM,PARK-N-PAY 1 2Q + 26 1 L EXTERVOftLiGHT{NG 846 32 SURFACE 22,000 ROLL-W 2 30 ' :: ; >::' ;:...:: > >.: ,. ; ., ( . UIPMENT ; + M 2004 ` 34 33 >. 900 R OFFIG 205 1 20 + s 25 3 M CU-2 1718 ' 34 33 900 R STORAGE AREAS 1 20 + : 20 1 L EXTERIOR��GHTING 32 34 pANELS/RISERS PAOTORSIEQ 33 2500 .. .. A ,. :. , ` ' s ; < ,..-.... " ; _..... _.. � ;, < + - :: ,.: » >:: 64 1 20 i:...:.:::. + M :, 1718 .6 35 > ;:.::: 100 M FIRE SMOKE DAMPERS 1 20 ¢ 2p 1 L EXTERIOR LIGHTWG ?: <:: 652 36 SPACE - -2 SPACE DEMAND PANEL TOTAL 35 ;;; ., .. 1000 E MOTORIZED SHADES 1 20 ;,. 20 1 HRV 2 ,:,.; 972 36 35 ,,:.;,, 900 R OFFIC 2 ,:. MARkL: HP1 XFMR ELEV 1 ELEV PANEL ; — I- - + :: t X 38 SUBTOTAL 37 500 ; E AUTO DOOR OPERATOR 1 20 + :. 15 1 P 8,CUH,UH 615 ' 38 37 1260 R OFFIC 203 1 20 LPh 20E4 ! 38 37 200 M DAMPERS 1 20 20 1 L E TERIOR IIGHTING 1500 z OCPD: 125/3 CB 225/3 CB 60/3 CB 60/3 CB _ o + 06 1 ' + 30 3 Llvi CU-3 20 39 R ELEC ROOM 20 20 1 L EXTERIOR LIGHTING 62 40 10D/0 0 39 SPARE 1 20 :' + SPARE ` 40 39 S00 R OFFIC 2 20 , 64 ! 40 ' 180 111 1 RESIDENTIAL , .: , 41 SPARE + SPARE i 42 41 >: SPARI 1 20 : :<: + LM ; ; 2064 42 41 720 R EXT RECEPT 1 Zd + 20 1 L EXTERIOR LIGHTING 425 42 0 30740 30740 125% 38425 �IGHTING RECEPTACLES 0 6192 6192 NEG 220 6192 . � x � FEED THRU SUBFEED � FEEOER � � � �GENERAL NQTES:� �w � � FEED'HRU SUBFEED �FEEDER � GEfidERAL NOTES: � � � � FEEDTHRU � SU8FEE0 . FEEDER � � �� GENERAL NOTES: . . � � . IQAD TYPE PANEL TOTAI DEMAND FEEDER TOTAL LOAD TYPE PANEL TOTAL DEMAND FEEDER TOTAL � lOAO TYPE.� � PANEI TOTAL. � DEMAND � FEEDER TQTAL LARGEST NIOTOR 33240� � 33240 25%� �831 O . " . x � .. . TOTAL � TOTA4 SUBTOTAL � . � .� q. PROVIDE FEED THROUGH LUGS � � � � TOAL TOTAL SUBTOTAL � A. PROVIDE FEED-THRU LUGS. ' TOTAL � TOTAL SUBT4TA� . � . A. PROVIDE 250 AMP SUB-FEED BREANR TO LP2 . � - � X MOTORS 0 45288 33240 33240 145008 100% 145008 � (L)LIGHTING � � � 3722 3722 . ��125°/a � 4653 //��� B. (L}LIGHTING 2722 3722 6444 � � 125% � 8055 B. 2-SECTIQN PANELBpARp.SECTION 2 SPACE OIVIY. (Lk LIGHTING � 71452. 8444 �98g6 � 125% ' 24870 B. PROVIDE 150 AMP SUB-FEED BREAF_R TO lP1B EQUIPMENT 19000 37330 � � �56330 � 100% 56330 � � . � . � (R)RECEPTACLES � 5400 `�0� NEC 220 � 5400 /v d 0. � � � � (R)RECEPTACIES 10340 5400 15740 . NEC 220 12870 Q � � � � � . . � � � � . J (LM)LARGEST MOTOR 0 � 0 � 25% 0 .D. � (R)RECEPTACLES 9960 20780 30740 NEC 220 2037Q C. APPLIANCES 0 7200 7200 0 7200 � (lMa LARGEST MOTOR 6192 0 6�92 25% 154$ D. (LM)LARGEST M140TOR 0 6192 6192 . 25! 1548 3 D. � � (M)MOTORS(ALL) 8370 � $370 � 100% 8370 E � � �� � � (M)MOTdRS(AlL} 16008 8370 243�8 100%� 24378 E � (M)MOTORS(ALL) � 800 44488 4528& � 100°!0 45288 � E � �� � � . PQN EL T�TAL({�v��: �26 1.5 � � /��� . . . � � (E)EQUIPMENT 9200 9z�� 100% 9200 � SPECIFIC NOTES: (EJ EQUIPMENT 14870 9200 24070 100% 24070 � SPECiFIC NlSTES: (E}EQUIPMENT 5550 287g0 37330 �00% 3733Q� . SPECIFIC NOTES: . V / � . . � � . �` � . Q� A APPLfANCES 5000 � 5000 � � . 0 � �� 5000 (1) A RPPLIANCES 2206 5000 72�� 0 � 72C0 �(t} A APPLfAhSCES � 0� 7200 72� � � 0 � 7200 � �(1) PROV4DE5MATRIPGPCICtRWITSRAKER � � � � � � . PANEI.TOYAL�A�: . 3�5 � �� � . . :. � � .� . . . . . .� . . �Z) � . . . . . . . . . � . � . . � PANEL TOTAL(KVA): 32.6 �3� PAMEL YOTAL(KVA): 78.1 t2} �z> {3� PARiEL T�'fAL(KVA): 136.6 �3� � � � � PANEL TQYAL(A): 91 �5� PANEL TOTAL(A): 217 (5� ( }. t5> � P�N�L YQl'�L A, 379 ��� o � �' N VOL�p.GE: 120/208V, 3PH,4W � � O PANEL: �P1G � � � � ItAiNIMUM BU�: 225 � '� LOCAI'ION: ELECT. Rf� 111 IVIR�IN: MLO � Q MOUNTING: SURFACE MINIMIDM AIC: 10,000 � � LOAD BREAKER BUS BREAKER LOAD � � � No. A B � TYPE LOAD DESCRIPTIQN P4lE TRIP A B G TRIP POLE TYPE LOAD DESCRIPTION A B C No. � �-� _,�`., 1 1000 E FIREP�ACEVENT 1 20 + 2 � —. � ( �"��1 L�� 3 SPARE 1 20 + 4 � �! � � < e ' ' -a 5 ;: SPARE 1 20 + 6 �s�0��� 0 9 SPARE 1 20 ¢ + ` 10 � � " ELE�TROfV{C SU�PAETER, ' < � �Y�I�:A,L. 11 : ,::, SPARE 1 20 + !. _ 12 � m 13 SPARE 1 20 + 14 � -p �2rg.3�f�1�'� �ea1"���I� � � 15 + 16 � 17 + 18 +, ;: ' ;: " ' � � 19 3 ' � ; i y ',, 20 � a 21 + ; 22 � 23 + 24 ; � 2-SECTlQN PANEL BOARD. PROVIDE �PACE 25 + ze � � �NL°l ItV SECTION 2. 2� + 2a -� PV SOURCE PANELS 29 0 12 PANELS IN SERIES SUNTECH 21 QW PV � 30 o � MODULES (TYP.) OR s� + sz ��� 33 � ; 34 ;. .. W EQU�1L 35 ;: + 36 d' 37 ¢ 38 ° �-- PANEI. LAYOUT SHQWP� IS ss + ao a� N DIAGRAMMATIC AND I� Ir�TEf�D�D T'� a� ': + 42 o°�o SHOW SERIES/PARALL.EL P�s��iC?E 250 AMP 3-POLE SUBFEEd FeeoTHRU sueFeeo FeeoeR / � � CONNECTIONS ONLY. � � �'y����IC�i � �,q � � � � � � LOADTYPE PANELTOTA� DEMANQ� FEEDERTOTAL � � GENERALNOTES: �� . . � �REA�CE@� FOR LP2 �4ND 125 AMP 3-POLE o �asi o s. � oy� TOTAL TOTAL SUBTOTA� ((( � ��J `"sl3��EED �RE�4KER TO LP1 B ���ucH-rwc o � � 1.��? .���,.� Q e"_I � � � . . . .� W . . . : . . . . . , . .. �. . . � � � � � 0. NEG 220 0 0. . . � . . . � � � � � � � � � � � . . � . � .. � � � � � (R)RECEPTACLES � . . . . . � . � . . . 0 � 25°!0 0 D. . . . . . .. . m . . . . . . .. . . . ///��� . . . (LM)IARGEST MOTOR 0 . � � .°I 11 � � � (M)MOTORS(ALL) 0 � 100°Jo 0 E. &� � . . .. . / . . . . . . . . . . � . �Q� . �� � (E)EQUIPMENT 1000 1060 i��% 1000 SPECIPIC NOTES: . ` � . . � � . . . . . .. . . . . � . � � � . . � � �J�f'�"ffve��' � . � A APPLIANCES � 0 . � . . . c� o�����ac�r,a��rcvw>: 1.a � ��� .��7 , .� �F� 1��f� b �2> / �3r 7 B.D.RESPONSES O4.11.2011 � °' PV SOURCE CIRCUIT �25/� ; L�1� LP1 LP7 C ���eL 7or.�L(�): 3 �5� 4 ADDENDUM 2 03.02.2011 � .° 6�/3 3 ADDENDUM 1 02.18.2011 � . m 2 CONSTRUCTIQN 02.18.2011 � T CT CABIN: �9 � 30 HP 30 HP 6�f3 °- EI EVATOF� ELEVATOR � UTIUTY tu£TER ISS.# DESCRIPTION DATE :X SMA SUNNY BOY � . ....� 6,��f>A.iC 6� 6� � . , Q INTEGRAL DC 5000-US INVERTER _ �� � �, � � � �� � ,,,.. ; � ,:� � 9. 1�OKVA TRAMSFORMER SECONDARY FAULT ARCHITECTSPROJECTNO.: 21064.04 � , � D I S C O N N E C T W I T H OR EQUAL. � � SPA�E REN SSU T0 9� . ,, o FUSED SERIES ; ` 1�54 94VA8 4�4Vtt, � M 4��/�77Va ��o �9�6L0°f@f � STRING COMBINER ��, PRI8���2Ye TRA6�SF�R�IEF� � `V sr sr � 6'9�'S��� SP��� BONf TO E PARKING 2• Pl�OVIDE �ABELING, VIA COLOR CQDING, �� � U�IUTI' �EQIJIRED ` � ����'�1���e �`� �a � ) MARKING TAPE, OR TAGGING, ON EACH �`� STRICTURE ELECTRICAL 7 BRANCH CIRCUIT IDENTIFYING PHASE OR ! % � DISCONNECT A� DIa��6VNECT 8�A/3P 60A/3P S�CCitV�ARl'. � >, SERVCE, WITH #2/0. LINE AT ALL TERMINATION, CONNECTION, � � i"C T� ELEC. tJ . _____._....�....... .. ..... OF� SPUCE POINTS IN ACCORDANCE WITH f ,., .,,,...u, _�, rt �. ._, � �QC ROON{ �111. � � NEC 201.5 . INDICATE VOLTAGE OF EACH � �- � � M T� PANEL °�DP' � � PANEL ON EACH PANEL'S NAMEPLATE. � � � � qC� 3�A/1 P — € ; e� � C.� ��:��9�I� I , +, � .. •� _ � �-+ . i° IN1/ERTER O�1Tt'iJT CIf2CUIT � FL�l.7 �����. 3 2-�10, #10 GRD. � � �1 PROVIDE ARC F�ASH WARNING LABEL ON { a 225(3WG) EXTERIOR PANELBOARD DOOR IN ACCORDANCE � 5000W PV GRID-TIED INVERTER 6�(4�4�OG) 7 VVITh9 NEC 110.16. KEY PLA�I ; 0 277V, 1 PHASE OUTPUT ��(4W�) ; � ��(4�4V�) #�21� � ' � 2 ��4)#���� 3~C] , o � � �L�G. STEEL ia,4,�V. � � 9VoE.C. :2�Ci ����� ' � � r , ��'1 c, �j . i ' � — �, . �. ��t.=� _,�� , � ELECTRICAL P\i ONE LiNE DIAGRAM (�ID ALTEI��V��E� wATE� s���cE i.�.w. ��� a «��� � �' �" � ',. ' W.��_- oNE-��NE ; �- � � ; � sca�E: NoNE L� � I� � ��—���� �I�G�e�� �.�oca ��� �. .��`���.,�;, , �,f °'.�:����.: �EAUQIN DIAGRAM , � ��ALE: hif�NE 2� L.F. OF �4 �l1 E �,� .� � ___.____ : a ElV�ASE� IN MiN. 2" OF � ����. �...a� .� _R �.�,_..� :�.�_ �--. �ANZE � �,.�-�� � . �.�,.x. ,u.: . »,..:.__� �. � Consulting Engineers, Inc. C��9�RETEa LA. N.E.C, __ - ,�- � �5� �, . � � . � ; , { m � (� M_µ ,��,_ Vail: (970) 949-6108 COPYRIGHT 2010 r � , .a. ..,.� Pro�ect No:8828.04 < � � � ,���.��� .._ ������° �" LakeTahoe: (530) 55D-7334 � _ � . Denver. (303) 27$-3820 �„ Fort Collins (970} 221-5691 � Albuquerque: (505)323-9070 � www.bgee.com E �.�m.t. _,�, �:..:K.,�..,__�: _ i . _ _ _ _ ..� _ . � • • � � . . LlGHTING CONTROL PANEL SC6iEDULE � ' ' . RELAY PAPJELc LCP I I . ' ' . . ��,,`.`�, �rR,� . VOLT/ HP LAMP3 • �,���r.n,w�ti�p • REL4Y LOAD DESCRIPTION CIRCUIT LOAD / ����������1 . � � , • LC1AD(W) VOLT CONTROL COMMENTS RiOTES IVIt9B2FC DE�CFPI�TON FLA P/IG� F�EDER CIRGUIT SPEGIFI�tdOTES TYPE L?ESCRIPTIY31d PVIQUNTIN4's INPUT WA"I°t'S VtJL°f IVIANUFE4�1'l1RER CATALOG IdUMBER SPEGIFIC NOTES ���r�' �'�' y4�� t NUMBER NUMBER 'fYPE PHASE WATTS �9J���I2� QTY TYPE . �� I��� ��I _� �.+�'.f' • } � 1J' 1 BOLLARD&POLE LIGHTS LP1A-24,26 HID 441 208 PC/TC THERMAL HIGH PRESSURE SC}DIUM FULL-�UTOFF WA�LPACK DARK � ��_� �'~ ' z B-1 BOILEF 120/1 - 15.0 A - ���TCH 20(2WG} LP1B-16 A SURFACE 1 35W HPS 49 12Q RUUD MGWCOS03 1 : _ � �� � '�"+R _ � . 3 BRONZE FINISH • � � � � _I; . POLE MT0.STREET LTS. LP1A-24,26 HID 81d 120 PCJTC '. �I ��_,�'���►�t � � _� � . 4 B-2 BOILEF 208/3 - 20.0 A - 30/3 P�F 3Q(3WG} P3_2,4,g t3� ,��I, 4:� �p ' S POLE MTD.LIGHT RECEPTACLES LP1A-28 INC 1080 120 PC/TC p1 5"LED GABLE MOU�lTED CYLINDER FIXTURE,�LAGK FINIS PENDANT LED W/FIXT 20 120 LIGHTdLIER C4L10C 35K GL 1 C4CC '. �1 . � �� � 6 LANDSCAPEBULLETLIGHTS LP1A-30 LED 120 120 PC/TC • ���,� .' ' 7 HOLIDAY LIGHTING RECEPACLES LP1A-30 INC 1000 120 PC/TC GU-1 CONDENSINt UNIT 20$/3 - - 21.5 A 30/3 NF 30(3WG} LP1B-8,10,12 � . ' 8 EXTERIOR LIGHTING LP1A-32 LED 352 120 P�/TC 2'LINEAR FLUORESGENT VAI�ITY LIGHI'WITH OCCUPANCY RCHITEGTURAL LIGHTING • , . E SURFACE 1 14W T5 18 120 WLPIV 2'FSO R STD WD AL OS . , 9 STEP LIGHTS-WEST STAIRS LP1A-34 LED 135 120 PC/TC SENSOR WQRKS • • . • • CU-2 CONDENSIN(UNIT 208!3 - - 17.9 A 30(3 NF 2p(3WG) LP2-32,34,36 10 EXTERIOR EVE LIGHTWG LP1A-34 LEQ 217 120 PC/TC 11 SIGN LIGHTING LP1A-36 FL 652 120 PC/TC F1 2'x4'REGESSED D14�EGTlINDIRE�T FLUORESCENT FIXTUR . RECESSED 2 32W T8 61 120 LIGHTOLIER H9S2GLR232 120 SO 12 HOLIDAY UGHTING RECEPACLES LP16-29 INC 1600 120 PC/TC GU-3 CONDENSIN(UNIT 208!3 - - 21.5 A 30(3 NF 30(3WG} LP2-38,40,42 COpyClght 2010 13 HOLIDAY LIGHTING RECEPACLES LP1B-15 INC 1200 120 PC/TC . 2'x4'RECESSED DIRECT/INDIRECT FLUORESCENT FIXTUR , 14 HOLIDAY LIGHTING RECEPACLES LP1B-13 INC 800 120 PC/TC GU-4 CQRIDENSIN(UNIT 20813 - - 21.5A 3013 NF 30{3WG) LP3-30,32,34 F1E RECESSED 2 32W TS 61 12Q LIGHTOLIER H9S2GLR232 120 SQ EM �4.o Architee:ture I ne. ' 15 SPACE WITH EMERGENCY POWER PACK 16 SPACE THER�AL � } OWNER TOWN OF VAIL CUH-1 CABINET UNIT IEATER 120/1 1/15 HP 0.8 A - �p 2W(', SEE PLANS SWITCH F2 2'x2'RECESSEd DIREGT(INDIREGT FLUORESCENT FIXTUR . RECESSED 2 17W T8 35 920 LIGHTOLIER H9S2GLR217 120 SO �oa�rrPes NoTes: DEPARTMENT OF PUBLIC WORKS ��E��a�- 1309 ELKHORN DRIVE CFL COMPACT FLUORESCENT L CUH-2 CA�INET UNlT IEATER 120!1 1/15 HP 0.8 A - ���T�� 2p(2VUG) SEE PLANS ELV ELECTRONIC LOW VOLTAGE 2 F2E 2'x2'RECESSED DIE��CT/INDIRECT FLUORESCENT FIXTUR , RECESSED 2 17W T8 35 120 LIGHTOLIER H9S2GLR217 120 SO EM VAIL,CO 81632 FL FLUORESCENT 3. THERPUTAL WITH EMERGENCY POWER PACK t:970.479.2158 CUH-3 GABWET UNIT IEATER 1201 1 1(15 HP 0.8 A - 20(2WG) SEE PLANS ' INC INCANDESCENT 4. SWITGH LED LIGHT EMITTING DIODE 5. GRID MOUNI'ED RECECESSED LENSEQ FLU4RESCENT ARCHITECT 4240 ARCHITECTURE INC THERMAL F3 RECESSEq 2 32W T$ 61 120 LIGHTOLIER SPS2GFSVA232 MLV MAGNETIC LOW VOLTAGE 6. EF-1 EXHAUST AN 120/1 95 W - $WlTCH ����WG} (4) TROFFER 3003 LARIMER STREET ' DENVER;CO 80205 TNERMAL t:303.292.3388 f:303.292.3113 GRAFIK EYE 3000 LOAD SCHEDULE EF-2 EXHAUST AN 120/1 155 W - 5W1.��w 2Q(2WG) (4) F4 4'FLUORESCENT WRAPARQUN� (2-LAMP) SURFACE 2 32W T8 61 12Q LIGHTOLIER JS 4 C 2 32 120 HI ciRCUiT GIVIL ALPINE ENGINEERING INC. RELAY LOAD DESCRIPTION ��'�� LOAD(W} VOLT COMMENTS NQTES THERMAL ENGINEER 3451 O U.S.6 UNIT AJ NUMBER NUMBER TYPE EF-3 EXHAUST AN 120/1 95 W - 20(2WG) (4) COMPAGT FLUOR�SCE(VT LIECORATIVE WALL SCONCE,BY SWITCH G1 SURFA,GE 2 13W GU24 CFL 32 120 HAMMERTON i�sao2 EDWARDS,CO 81632 1 PENDANT LIGHTS-NORTH LP3-12 WC 640 120 ARCHITECT 2 PENDANT LIGHTS-SOUTH LP3-14 INC 640 120 THERMAL t:970.926.3373 f:970-926-3390 EF-4 EXHAUST AN 120/1 48 W - 2d{2WG) (4) 3 TRACK LIGHTING-CENTER LP3-16 E�V 960 120 1 �WiT�H COMPACT FLUORESGENT DECORATIVE WP.LL SGONCE,BY SURVEYOR PEAK LAND GONSULTING,INC. 4 TRACK LIGHTING-NORTH LP3-18 ELV 650 120 2 C'2 ARCHITECT SURFAGE 2 13W GU24 CFL 32 120 HAMMERTQN CU-ID3002-7B-A 1 OOO LIONSRIDGE LOOP FC-1 FAN COL 208/3 1 HP - - 34/3 NF 20(3WG) LP1 B-2,4,6 (2) VAIL,CO 81675 LOAD TYPES NOTES: t:J�O.47B.8644 , EI.V ELECTRONIC LOW VOLTAGE 1. COORDINATE SCENE SEITINGS WITH OWNER'S REPRESENTATIVE FG2 FAN COl 208/3 1-1/2 HP - - 3013 NF 20 3WG LP2-24,22,24 H 4'WALL MOUNTED FLUORESCENT LIGHT SURFACE 2 32W T8 61 120 LIGH70LIER LSW4232 120 SO ( } (2) STRUCTURAL MARTIWMARTIN,ING. FL FLUORESCENT 2. PROVIDE OWNER TRAINING FOR OPERATION AND PROGRAMMING ENGINEER 12499 WEST COLFAX AVE. WC WCANDESCENT 3. pROVIDETIMECLOCKTO SHUTOFF LIGHTING ATTIME DETERMINED BY OWNER 4'WALL MOUNTED FLUORESCENT LIGHT WITH LAKEWOOD,CO 80215 SPECIFIC NOTES: FG3 FAN COL 208/3 1 HP - - 30/3 NF 20(3WG) LP2-26,28,30 (2) HE SURFACE 2 32W T8 61 12Q LIGHTC7LIER LSW4232 120 SO EM (1) PROVIDE LUTRON#PHPM-PA-120 120V PHASE-ADAPTIVE POWER MODUIE EMERGENCY PC�WER PACK t:303.431.610Q (2) PROVIDE LUTRON#ELVI-100 ELECTRONIC�OW VOLTAGE INTERfACE FC-4 FAN GO� 208!3 1 HP - - 30l3�!F 20{3WG) LP3-24,26,2$ (2) DEGORATiVE PENDANT�OUNTED FIXTURE,DAMP MEP BEAUDIN GANZE CONSULTING K1 SURFACE 6 26W CFL 168 12o HAn�t�E��rON Cu-C�8o84-7C-A ENGINEER ENGINEERS,INC. �OCATION�ISl"ED AND COMPAGT FLUORESCENT LAMPS HEAT RECO`ERY THERMAL 222 CHAPE�PLACE HRV-1 120/1 972 W 8.1 A - 20(2WG) LP1B-14 VENTILAI�R $���C� DECORATNE PENDANT MOUNTED FIXTURE,DAMP UNIT AC-201 K2 PENDANT 6 26W CFL 16$ 124 HAMMERTON CU-CL80$4-7B-A AVON,CO 81620 HEAT RECO'ERY TNERMAL LOCATION LISI'ED AIUD COfV1PACT FLUCIRESCENT LAMPS HRV-2 120/1 848 W 7.9 A - 20(2WG) LP3-36 t:970.949.6108 VENTILAI�R SWiTGH 4'LINEAR FLUORESCENT'DIREGT/INDIRECT PENDANT LANDSCAPE MARY HART DESI�N THERMA� � PENDANT 2 32W T8 61 120 LIGNI"QLIER EG22BHL41A P-1 CIRC PUPP 120/1 1I2HP - - �W�T�� 2d{2WG} LP18-24-26-28 MOUNTEQ LIGHT.WITH EPvtERGENCY BAGK-UP ARCHITECT POST OFFICE BOX 8528 BRECKENRIDGE,CO 80424 i LP1 B-30,32,34- 4'LINEAR FLUORESCENT DIRECT/INDIRECT PENDANT t:970.389.3583 P-2 CIRC PUhP 208/3 3/4 HP - - 3013 NF 20(3UVG) 36,38,40 (2} LE MOUNTED LIGHT. PENDANT 2 32W T8 61 12Q LIGHTtJLIER EG22BHL41AE P-3 CIRC PUPP 120 J 1 1/25 HP - - THERMAL �0 2WG LP1B-41 SWfTGH { � P1 DEORATIVE PENQ�II�T MQUNTED CHANdELIER WITH IRON PENDANT 4 13W CFL $4 120 HAMMERTON CH3020 RUST FINISH,CHIVE LENS AND HAMf1�ERED DISTRESS P-4 SUMP PU�P 120/1 1J2 HP - - THERMAL 20(2WG) LP1 B-39 (1) SWITCH DECORATIVE PENDANT LIGHT IRON RUST FINISH,CHIVE X P2 LENS AND HAMMEREQ DISTRESS-GUSTOM PENDANT PENDANT 1 13W CFL 16 120 HAMMERTQN LA3026 X P-5 CIRC PU�P 208/3 1-1/2 HP - - 3d/3 PVF 20(3WG} �'�-8,10,12 2��3� LENGTH � P3-14,16,18 � DECORATIVEPENDANTWITH RUST BLACK FINISH VERIFY J P3 PENDANT 1 60W A19 60 120 LIGH70LOGY 2106 SU-ALITA-008 I1-XX RB P-6 GIRGPUPP 208/3 1-1/2 HP - - 3013 NF 2d{3WG) P3-20,22,24 (2)(3) SHAD WITH ARCNITECT � THERMAL � p P-7 CIRC PUnP 120/1 1/2 HP - - SWITCH �Q{2WG} LP1 B-37 P4 DECORATIVE PENDANT IRQN RUST FINISN,CNIVE LENS, PENDANT 4 40W CAND 160 120 hiAMMERTON CH3014 � � � AND HAMMERED DISTRESS r/'1 �./ 0I � P-$ GIRC PUDP 120/1 1/25 HP - ' SWT CH�" 2Q(2WG) LP18-35 � R1 LED RECESSED DOWNLIGHT RECESSED LED W/FIXT 20 120 LIGH7QLIER C4L 10DL 35K CLW � � Q � THERfv1AL p _, P-J CIRC PU�P 120/1 1/2 HP �p(2W�) �P1�-23 � � � SWlTGH '�`� " l"HERMAL R1 E LED REGESSED DOWNLIC'aHT WITH EMERGENCY BACKUP RECESSEd LED W/FIXT 20 120 LIGHTOLIER C4L 10DL 35K CLW �' N ST-1 STORAGE IaNK 120/1 - 10.0 A - SWVT�N 24(2WG} �P2-10 � � ^ , � — � �l � � UH-1 UNIT HEA�R 120/1 25 W - _ TNERMAL 2��2wG} SEE PLANS R2 LED REGESSED WALL WP,SH LIGHT RECESSED LED W(FIXT 20 120 �IGHTO�IER C6L1520 LW 35K GLW � � O � SWITCH � � � � WH-1 WATER HE,�fER 208/1 2000W 30(2 30(3WG} LP1B-20,22 S1 2'FLUORESCENT STRIF LIGHT SURFACE 2 17W T8 37 120 LIGHTOLIER SW 2 S 2 17 HPF 120 � � GEtJERAL N�TES: � � � x A. MOTOR STARTER:BY MECHANICAL CONTRACTOR FOR EQUIPMENT REQUIRING SEPARATELY FURNISHED STARTER: S2 4'FLUORESCENT STRIR LIGHT SURFACE 2 32W T8 61 120 LIGHTO�IER SW 2 S 2 32 HPF 120 � � � � B. FR HP'INDIGATESiORSEPOWER RATING<1!6 HP. �j, � C. PRQVIDE ALL EXT.RIOR DISCONNECTS WITH NEMA 3R RATING. � 1 1 i v � I�O�1 p, 4'-TRAGK V�IITH 120W CURRENT LIMITER,BLACK FINISH, ° 6101 NBK 16199BK 1 PLD120BK/ � ^�PECIFiG PJOl'E�: T� AND(2)LED TRACK NEAQS, �LACK FINISH,FLOOD SURFAGE �ED W/FIXT 120 12Q LIGHTOLIER {2)LLA1130BK/LLA11 RFSOL � �' (1} EQUIPMENT WIREI THROUGH CON��ROL PANE�. RE: FLOOR PLANB aNd MECHANlGAL DRAW(NGS. REFLEGTOR � m � {2} CQNNEGT POWERTQ VARIABLE FREQUENCY DRIVE(VFD BY MECHANICA�GONTRACTC?F�). 8'-TRACK WITN 300W CURRENT LIMITER,BLACK FINISH, 6104NBK/6199BK/PLD300BK1 � (3) EQUIPMENT LOCA'ED IN EXISTING FRTB BUILDING MECHANICAL ROOM. T2 AND(3}LED TRACK HEADS, BLAGK FiNISH,FLQOD SURFACE LED W/FIXT 30Q 120 LIGHTOLIER {3)LLA1130BK!LLA11RFSOL , c 4 CIRCUIT EXHAUSIFANS TO NEAREST LIGHTING CIRCUIT, REFLECTOR �� LOW VOLTAGE fViR16 RING WfTH SL4PED CEILING ' , � V EXTENDER STEM ANd SURFAGE POWER JACK,MATTE SURFACE 1 50 MR16 F� 50 120 LIGHTOLIER 8670BK,8630BK,8611EBK B�ACK FIN15N � � � �ITE LUIVII�I�IAI�E ��I"I���LE W1 LED FLOODL(GHT,WET LOCATION LISTED;BRONZE FINISH SURFACE LED W(FIXT 12 120 HADCO WAM1DW80 H 0 SPECIFIG dW- TYPE DESCRIPTION MOLII�lTII�G LA�PS iNPUT WAT7S VOLI' 11FlAfVtDFtd�TflJi2�F2 CR.7AloOCa fUUMBEFP W2 2 FT FLUQRESGENT WALL MQUNTED LIGHTING FIXTURE SURFAGE 1 17W T8 18 120 EXCELINE K1 A N P 1 17 T8 N P Q 1 E !SL1 3 N P O QTY TYP� tdOTES � � CUSTOM TOWN OF VAIL POLE TOP LANTERN FIXTURE 100W HPS& EDGE LIT L�D EXIT LIGHT WITH GREEN LETTERS AND � WITH 10d HPS LAMP IN TOP AND MEDIUM SOGKE LED LAM X1 SURFACE LED W/FIXT 5 120 LIGHTO�IER LG N 1 GW B SD2 ,/ SP1 IN BOTTOM WITH BANNER ARM,PLANTER ARM,ANQ POLE 12'-0' 1 LEDTRONIC 130 208 US LQNG LIFE USLLTOV MODIFIED SURFAGE END tviOUNT BRACKET Q RECEPTACLE AT TOP OF POLE #BBL513-06-02 U WET LOGATIOf4 i CQLD WEATHER LED EXIT SIGN BLAGK X2 SURFACE �ED W/FIXT 4 120 LIGHTOLIER LW�2 N 1 G B SD2T W CUSTdM TQWN OF VAIL BOLLARD LIGHT WITN CORTEN FINISH WITH GREEN LETI'�RS U SP2 FINISH BOLLARD 1 35W HPS 49 2Q8 US Lt�NG LEFE TBD C� m LED ARCHITECTURAL EMERGENCY WALL SCONCE BLACK X4 SURFACE LED W/FIXT 24 120 LIGHTOLIER H AC B SD2 HR � SURFACE FINISH AND SE�F DIAGNQS7ICS AND BATTERY HEATER SP3 COLUMN MOUNTED BEACON FIXTURE BRQNZE FINISH �OLUMN 1 35W HPS 49 20$ HADGQ AB141 BZ AO 35S F I � I' 20W HALOGEN � X5 CONCEALED(RECESSED EMERG�NGY LIGHTING FIXTURE RECESSED 2 23 120 CONGEALITE F5 20 90 FMS SD � SP4 LED STEP LIGHT BRONZE FINISH RECESSEC LED W/FIKTURE 4 208 HADCO ASQ3 BZ D3 E WITH FIXT. '� � 3 ADDENDUM 1 02.18.20i1 � m Z PARKING GARAGE LIGHTING FIXTURE�'O MATGH EXISTING PENDANT i 1 100W HPS1 125 120 KIM PGL1 HP1100HPS (�� 2 CONSTRUGTION 02.18.2d11 � SP6 LED MINI-BULLET LIGHT,BRONZE FINISH SURFACE LED W/FIXTURE 3 12d NADCO BVD1 W H (1) � GENERAL NOTES: = IS3.# DESCRIPTION DATE : � SP7 EXTERIOR BUL�ET LI HT WITH BR NZE FINI H RFA E 1 2 W TT 2 12 A• THE LUMINAIRE SCHEDULE CAt�NOT BE USED INDEPENDENTLY OF THE DRAVINGS AND SPECIFICATIONS Td OBTAIN LUMINAIRE GOSTS. THE INdIVIDUAL ESTAB�ISHING LUMINAIRE GOSTS SHALL NOT QUOTE PRICING G O S SU C 6 9 0 NADCO BF4 26 H L <C WITHOUT FIRST SEEING APPLIGABLE ELECTRICAL DRAWINGS,4ND DIVISION 6 SPECIFICATIONS. THE GONTRACTOR IS REPONSIBLE FQR PROVIDING NECESSARY DRAWINGS ANQ SPECIFICATIONS TOTHE INDIVIDUAL ARCHITECT'S PROJECT N0.: 21064.04 d- QUOTING LUfV11NAIRE PRICING. � o� SP8 EXTERIOR BULLET�IGHT WITH BRONZE FINISH SURFAGE 1 LED W/FIXTURE 15 120 HADCO B�R15DW4 B. REFER TO DRAWINGS FOR ALL FIXTURES REQUIRING EMERGENCY BATTERYBACKUP OPTION(SHOWN BY HATCH INlOVER SYMBQL}.MINIMUM�iGNT OUTPUT F4R EMERGENGY BALLAST SHALC BE 600�UMENS. � � GENERAL NO7'ES: C. AL�F�UORESGENT LAfi�PS ARE T4 BE 3500°KELVW CO�OR TEMPERATURE � -o A� THE LUMINAIRE SCHEDULE CAN NOT BE USED INDEPENDENTLY QF THEDRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE COST�. TNE INf71VIDUAL E�TABLISHING LUMINAIRE COSTS SHALL NOT SPEGIFIC NOTES: � QUOTE PRICING WITHOUT FIRST SEEING APPLICABLE ELECTRICAL DRAVINGS AND DIVISION 16 SPECIFICATIONS. THE COIVTRAGTOR iS REPQNSIBL�FOR PROVIdING NECESSARY DRAWINGS AND (1) PROVIDE BID ALTERNATE FOR DECQ LIGHTING#D511 ib-85-41-120-SL AND BE�A#PKG 304 5M PD 06 C UC BK 43K tn SPECIFICATIONS TO THE INdIVIDUAL QUOTING LUMINAIRE PRICING. t2� �? B REFER TO DRAWINGS FOR ALL FIXTURES REQUIRING EMERGENCY BAT'ERY BACKUP OPTION(SHOWN BY HATCH IN/OVER SYM�t�L).MIEVIfNUM LiGHT OUTPUT FOR EMERGENCY BALLAST SHALL BE 600 �3} � �UMENS. 4 a� U SPECIFIC NOTES: -F-� (1) SP1 &SP2 FIXTURES TO BE PROVIdED BY THE TOWN QF VAiL AND WST.LLED BY E.C.LAMPS ANFD RECEPTACLE FOR FIXTURE TO BE PRC?V(DED AND IfVSTAL�ED BY E.C. � �2� � a ( �. .�a� �' __- � � f� 3� �,�.� �(� I� ��� q L`� �/ �-� IJ l"J �.� � � t s� r c ` � g J � . -� � . . � . . . � � . .. . . . � . � . . . . . � � . � .. . . �..s, k}2 �� �x ! �2k. �S�n� " .. � .. . . . . � . � . . . . . � . � . � . . . . . . . � . � . � . . � � � � � �u.h .^` � ...w� �"�a �, �M�{'a��}; 4�������,�A�.._«: . 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' 11MAX ANTEIJN�4 BY 1 NORTFi iI�E OF �OOFa HANDHOLE COVER. �II� �r_,r,��� �� �,k�� tTHERSa t '. ,Z� �� �� � �,--°�GROUND LUG. . � y ' . ,_.._..___ �Y�TE� CLt��l� � � . . :..... .._.= I ��SE COVER. � ' � • • � � TC I� L��/ V�LTAGE KE��4� ( �NCHOR 6�LTS. copyright 2010 S �� � O FINISH GRADE. t�4.o Arch itectu re I nc. PLANTER ARM E4NNER ARM ( d. � � �a. � � a � i � � ol I (d.I � � � ti ' OWNER T QWN OF V A I L �(SWER CAl' �E �A�LE , 1.t i f I°. b I° � DEPARTMENT OF PUBLIC WORKS TYf'ICP,L ° �_j"j I:I>. j j� , ° � 1309 ELKHORN DRIVE ° VA1L,CQ Si632 a, f � '�`� IDf I � � . � a. ............................` o.. t:970.479.2158 q .._,...__.............. � 120V q 6a 1�1a I I I. .1oI a @ � _... ...r HALF—SWiTGHED °m.°°°��°..........°� DOUGLAS PRUGAMFAA�LE LITEPAK ° o I I. �9 r 11> ARCHITECT 4240 ARCHITECTURE INC __. REGEPTAGLE FOR HOLI�AY _��:_::__:�_�_��:_�_:_::::.� PA�IEL �WF'AK16-33�1�-� °p .I° . 1 1'�I.I o°�Q� 9 3003 LAFiIMEFi STFiEET LIGHIING, ................_.__.__...... I,�. . I I 9 ° DENVER,CO 80205 IId�TALLED WITH � � IN—USE 1NEATHERPROOF ....�............................ 41 ° °Iel 1 P I I I > a t:303.292.3388 f:303292.3113 C0�lER. ��NT€ZfJLLEQ BY � � � 1.1 I a.�I a tr 2500 PSI CONCRETE. GIVlL ALPINE ENGINEERING INC. SAME PFFOGRAM AS LIGHT � �°d I I 1 q FIXTiJ{�E. ORECTIONAL SIGfVAGE (BY > ° � " '� ( � ( I. . J � . a ° °d ENGINEER 3451Q U.S.6 UNIT A9' °� p� p I 1 (°� ( ' I I EDWAFiDS,CO 81632 CTH ERS) ���I ���� 1 I�� ��10l���� ����9�� — L� d� . ° t ( 0 �6�. v) I °qa o� t:970.926.3373 f:970-926-3390 � 6 ( �} � `� � �°� ` SURVEYOR PEAK LAND CONSULTING,INC. II ; {�(J�CALE b l; ) ,v "1 . �� j.'j°1 I,I.pa�•j a. @.�o , 1000 LIONSRIDGE LOOP '�..� �° s. �"� 1 Ipl :( ( >.. VAIL,C0 81675 � 9 � �I I. I ! I < I tra t:970.476.8644 STRUCTURA� MARTIN/MARTIPI,INC. #4� VERTICAL RE�ARS (6 REQ D). ENGINEER ' � -oa � � III PIa , ad � UNSVdITCHED RECEPTACLE ' � pId (.. '�-� � FOR EVEfdl' POWER. � � / I 1 I°° ��9 � 12499 WEST COLFAX AVE. a .�.. � �I l I .: "'_' LAKEWOOD,CO 80215 INSTALLED VdlThi IN—USE � > I °) �� a° . v ° ` t:303.431.6100 WEA�i-IERPR�OF COVEh?. MAIfV GRAFIK EYE UNiI', LV CABLEo LllTR��V a I°" o� I I. . ` a� , PROVIDE (2) 1" CONDUIT WITH BRANCH L U T R O N, �G R X—3 1 0 4—T �G R X—P C�L—�4 6�� �. . 1 I ,` a C I R C U I T C O N D U C T O R S, A N D (1) 1 MEP BEAUDIN GANZE CONSULTWG BELDON�9461 SJ� EQl1,4L. ; .°I = ,, ` ( ( ! a° � SPARE CONDUIT. ENGINEER ENGINEERS,INC. � a,�.) .. < , � 222 CHAPEL PLAGE ' 1 � I I � >.: 4 UNIT AG201 j = TC LV � ;.j v q j �� p���.. � ��� � GROUND ROD. AVON,C0 81620 0 C�h1C�iJ11 FOR LIGHTING/HOUDAY � �v O REGEPTiCLE. < °I ° . ' a I ���� t:970.949.6108 �em��� � ° ° ; a� a4 � 8`°x�" WIRE �ASKEf. LANDSCAPE MARY HART DESIGN � CONDl111 FOR EVENT POWER RECEPTAC�E. L l l 1°R O N G R X�C I—�R G� ($ ` I T w ° a ' ° ARCHITECT POST OFFICE BOX 8528 TI�IECLOCK F�11� �l)1'TC7N, P a L _.—��— � I � BRECKENRIDGE,CO 80424 I CONDtlI1 �OR COMMUNICATIONS & I�AISE/L�VV�►EE� ��N1"R(�L ° �° ° P � �. � LOW�V�TAGE CABLING. STATI�iV Ll1T�OiV !-°--e---9°—�°� t:970.389.3583 ► RI�°fE�: �S�—��r�—�—E�� `a" �_°°_ � °'_�..�� ° �_ —, � �— 10 RE�E� °f� ��,4FI6C EYE �00(� l.OAD S�HEDULE , ° °> ° ` ° �— �-- � �Fi�EI' E��1, FOR Z�NIfVG INFORMATIOtV. Ti�E�L��FC P�It�R SIDi��L'Y _ ° a > ° LIJTR�N �X-12V��o ° P°. o a �° x �< E�F�I�IT/E�EN1° aF'A�E LlGH1'l�IG T� HAVE PLU�� If�T� �1'ANDA�� �� ° v p x A U T� S F i I D T O F� A T TIFAE DE 7 E RMIN E D 6Y RE�Ef�T�ACLE. ° ° °.� vv ao 0 . . . .o - v�d . X ��ER TC� SATISFY LIGH1'1�4G CONTRdL v �E�l19(�E�E�l1'� �F iECCo � �e ���R�I��TE ��E�eE CONTR�L SETTiNG �Jlll�i � � �iNIVEl�. 24" DIA. p �� � � �r►d � f � � � o P�LE-T°(PE LIC�HTI�I� FIXTIJRE �I�.�f�All� � I 11�/EVE�T ����E LIGHTI�lG C�IVT L I��RP�IVI PCJLE ���E �IA�f��IVI cC � � � N NO SCALE �' �IO �GP,LE D NO SCALE A � W � � � � � T � � � � �OLLARD NQUSING � W C� � � � � � .o � � � � � � � _ -� X � � � � UGHTING FIXTIJRE ANCHOR BOLTS, PER � a PAANUFACTURER'S � � U SVJ6T'�Hf�A�K � TEMPLATE. � >, � m FINISHED GRADE WALL SWITCH � -o � a� � � � . -� � � . . . . � . �. � . . . . � . . . . .. — — — — o �4� . , � — — — - . . � . . � � �� ( � �—� (—� � �—� , �' '�ai � ° a � � �—� � �—� � �—� � �� I l—I I I—1 I 1=1 l l � � °� i � � I I 1=1 I 1=l I I- � � �o -I — = a � � _ —I ' � _ � �� I I=I I 1=1 I I—I °° � a4° a I I 1=1 I I—I I 1=� ' — -� a - — a o c� r -� I (=i���=�: a 4 i al a. a 6 I � �=���—� CONDUIT & WIRING �w � � �� �G OC —) � J � A � � � � o ° ° ���, . . . � . . . . . . . . . . �� . � . . � . . � . . d . ,a ���me ����� � . � . . N ° ° � CON�RETE BASE � ��������� �E���� �� ���� LI��'��� a . . � � a 4. °. .4 / GR�E���TE TO OTHER OCCUPANCY FIXTURE�o " . a <. o o SENSORS, IF NEEDED. AS , Q SHOWN ON i'LANS. v W 16" �IAo � � m / �° ��IJF'�N�l( �EIUS(�R V1fIF�if�1C� C�IA AM �OLL��� A�E IAC�R�ii� � � � NO SCAL� E NO SCALE � � •� m 2 CONSTRUCTION 02.18.2011 T � D = ISS.# DESCRIPTION DATE 'X � Q , � $� t ARCHITECT'S PROJECT N0.: 21 OC4.O4 p ���t:&�s �k � � ���l���a . � *,� �. � �s.,�.������.��"�� �'�`'mu�� � ��� 6� � r , � � n a�,�, N y� 's�",a'a °�s "�t..w 4"""„�\ � fA ' � .,.. s A r-��'`_v ���_-_=�=..�.m__�.�.�.„�..� "� de . �.ro� , � � � � �_, ��, ,.x.µ,x _, .. ,,, . �,..�__.��� . � . L .� . � . � . � . � . � . . � . . � . . � . . . . . � . . . . . 4 � . . � � . .. . � . � . . . . . . . . . ��� . . . ''�. � �._:.�......���r— � . . � � � . � � � . . . . . . � . . . . . � . � �..Ex� x.._u � � �.s���..�� ...._ Fl. ,� -,.-' C N U � 0 �r.-� \`-�' C_``:a �� �l'J � F-- � �� a �y . � �'�� � e.D �43�� � � � C KEY PLAN o , . . �J . . . . . . � . � � . . � . . . � . . . .. ��' ������� ��� ������. � . . � � � . . . � � � �. . . � . . . � � . � � � . � � . � � . . . � . � . . �s..�.�,.. �.,.�x.�--^r'^^.—k � � � � . . �. � . . . � � . . � � � � . . . � � . . . . . . � . � . . . . . . .. . . . . . . . � �. . . . � . . . . . . . . . . . � � . � . . . . .. �� � � � � . . . � . � ELECTRICAL � DIAGRAMS � �EAUDIN � ° �j ANZE � �o � � Consulting Engineers, Inc. ,� c� (n VaiL (970) 949-61Q8 / Lake Tahoe: (530) 550-7334 COPYRIGHT 2010 � Denver. 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(303) 278-3820 Project No:8828.04 Fort Collins (970} 221-5691 Albuquerque: (505}323-9070 www.bece.com ��� � _ �_� _�.��: .� �__�..�.�. ,..._�r� . �—� � � ,:. . . i _ .. � � .� . . . .. . . . . . . . .. � . . � . . . . � . . . . . . � . . . �:e\' � . '. � . . . . . . . � . . . . .� � � � . . � � . .. � . . . . � � . . � . . � . . . . . � . . . � . �,�t�,ali<�Ri�.d'#r����. � . . . � .. . �,�°�� �.�` � . �1011�ES: . :���� � '�� �. a +�� �`n s C a m 1. FI E ALA� �YS SHALL �E DESIGNED IN ; ; �, ' � ° � AGCCIRC}ANCE VJiTH fdFPA 72 AND VAIL FIRE �t � `� A� °� �e EMERGEN�Y SERVlCES STANDAROS. � _� �4 ' = �' � , .� �• ��. . ��. _ � r �� . . . . . � � . . � ac�,�1i„��.a` � ��a ... 2. �EVICE LO�A710NS ARE SCHEMATIC ONLY AND � ,ARE INTENDED 1'0 REPRESENT DESIGN INTENT. • , � ,���' •� FIRE P,L�RhA CONTRACTOR MAY USE DISCRETION �. ' - • ih! EXA,CI' �E�ICE PLACEMENT. • , � ; � ry . � ' � .� ������ 3> �f��VIL�E 4 �ETS 0� SHOP DRAWINGS P,ND � EQUIP�IERIT �U�MITTALS TO ARCHITECT AND FIRE PROTEGTIOIV Ei�GINEER FOR REVIEW AND copyright 2010 ' APF&2QVAL PRIOR T4 SUBMITTAL TO VAI� FIRE & ����cEr��� sE�v�cESo �4.i� At'ChI$@G"�Ut'@ I11C. OWNER TOWN OF VAIL L�� 6 V����. DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL,CO 81632 . � FA�P L���4T10PJ IS SU�JECT TO APPROVAL BY t:970.479.2158 VAIL FIRE � EMERGENCY SERVICES. ' ARCHITECT 4240 ARCHITECTURE INC �2 �R�VIDE �OPI1°ROL RE�AYS FOR ELEVATOR 3003 LARIMER STREET F'RI�RARY REC�LL, SECONDARY RECAL� AND DENVER,CO 80205 SHUN1" 1RI�, t:303.292.3388 f:303.292.3113 CIVIL ALPWE ENGINEERING INC. � PROVIQE M�NIT�R MOdULES TO SUPERVISE ENGINEER 34510 U.S.6 UNIT A9 SPRIPJKLER V►+ATERFLOW AND TAMPER EDWARDS,CO 81632 �WITCHEa. SPRINKLER SYSTEM WILL HAVE ONE MAIN FL��I P,ND TAMPER, PLUS A FLOW t:970.926.3373 f:970-926-3390 AND TAMPER SVIIITCH PER FLOOR. 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DEVICE LQCAl10NS ARE SCHEMATIC ONLY AND � ' � � � � ,��`� ARE INTEIVDED TO REPRESENT DESIGN INTENT. �����,�.������x�`` ,� FIRE ALARM CONTRACTOR MAY USE DISCRETION ' • ' IN EXACT dEVICE PLACEMENT." ���A���� . �e I�ROVIDE 4 SETS OF SHOP DRAWINGS AND �. ` Et�UIPMENT SUBMITTALS TO ARCHITECT AND FIRE copyright 2010 PROTECTION ENGINEER FOR REVIEW AND APPROVAL PRIOR TO SUBMITTA� TO VAIL FIRE & 7 EMERGENGY SERVICES. ��► Archite�ture Inc. 4, FIRE/SMOKE DAMPERS SHALL BE CONTROLLED �Y GENERAL ALARM ON ANY SMOKE OR HEAT OWNER TOWN OF VAIL ' DETECTOR. PROVIDE CONTR4L RELAYS AS DEPARTMENT OF PUBLIC WORKS ' NEEDED TO CLOSE DAMPERS ON GENERAL 1309 ELKHORN DRIVE ', ALARPA. VAIL,CO 81632 t:970.479.2158 ARCHITECT 4240 ARCHITEGTURE INC 3003 LARIMER STREET DENVER,CO 80205 ' t:303.292.3388 f:303.292.3113 CIVIL ALPINE ENGINEERING iNG. ENGINEER 34510 U.S.6 UNIT A9 EDWARDS,CO 81632 t:970.926.3373 f:970-926-3390 SURVEYOR PEAK LAND CONSULTING,INC. ' ; 1000 LIONSRIDGE LOOP ' ; VAIL,CO 81675 � � t:970.476.8644 � , � B; �TRUCTURAL MARTIN/MARTIN,INC. \ ' ENGINEER 12499 WEST COLFAX AVE. � � f 2 e 1 2 a� �. e 4 2 0 5 2.6 2.7 a 2 e 9 2.10 2.11 2 a 12 2. 13 �aKEWOOO,C0 80215 �� � � ; / � t:303.431.6100 � . �� 1 f MEP BEAUDIN GANZE CONSULTING ; ; r, � / � ENGINEER ENGINEERS,INC. I `\ �, //` � � i i i i i i i i i i i UNI AC 201 PLAGE / ' �� � � , I I AVON,CO 81620 �.\' . ,! / i / i i � i i i i i i i i i \ ' t:970.949.6108 � � � \ �_-- LAIVDSCAPE MARY HART DESIGN � ,.' "--�__ _,_ � i � i i i � i I i i i i ARCHITECT POST OFFICE BOX 8528 .� ; \ , f - - -- - - ----- • ;� � � / I I I I �970 389.3583 E�CO 80424 � , �. ; i � i i i i i i i i i i i i i ,, ; / � . � � I I � I \ � ;� � , a , � �\ ;� / // � j � � i i ; I I I I I I I ; ! � � \ � \ \� '' �/� \`�'�. � � I � ' / � ��'� / � / I I ! i I I I I i i I I I I X � �y ' . 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' ItV �XACT DEVICE P�ACEMENT. ���a������s,�s=' ;: � �. F'R��IDE 4 SETS OF SHOP DRAWINGS ,4ND ����.> �� EQUIPMENT SUBMIITALS TO ARCHITECT AND FIRE � PROTEGTION ENGINEER FOR REVIEW AND � A�PROVAL PRIOR TO SUBMITTAL TO VAIL FIRE & copyright 2010 , , EA�ERGENCY SERVICES. ` q�q.� Arch itectu re I nc. �� �: OWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE t ' VAIL,CO 81632 t:970.479.2158 ARCHITECT 4240 ARCHITECTURE ING 3003 LARIMER STREET DENVER,CO 80205 t:303292.3388 f:303.292.3113 CIVIL ALPINE ENGINEERING ING. ENGINEER 34510 U.S.6 UNIT A9 EDWARDS,C0 81632 t:970.926.3373 f:970-926-3390 SURVEYOR PEAK LAND CONSULTING,ING. 1000 LIONSRIDGE LOOP ; � � 0 1 VAIL,C0 81675 s t:970.476.8644 \ STRUCTURAI. MARTIN/MARTIN,INC. 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Cdorado 80443 Far� 970.797.1698 f � SHANERLS00061CASLNET � �o FIRE ALARM � � LEVEL-03 ,, � �EAUDIN PLAN � � Y � �ANZE � P 'p � Consulting Engineers, lnc. c� .` � CO COPYRIGHT 2010 i ��� � VaiL (970) 949-6108 Pro ect No:8928.04 Lake Tahoe: (530) 550-7334 Denver. (303) 2783820 � �, g � � Fort Coliins: (970) 221-5691 Albuquerque: (505)323-9070 www.bece.com ;� :x . . . � . . � . � . . . . � � . . . � . . . . . . ,� ,�.. .yy. . . . � . . � . . � . . . . . . . . . . � � . . . . . . . . . . . . . �..�r�' �..+y,� . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . � . . . . � � � . � � . � � . . � . . � . . F� .. . � . . . �. . . . . . � . . � . . . . . . . � . . � . . . . . . `_ �. . .. . . . � � . . � . . � � . . . . p . � ,,. . . . . . . � � � . . . . � � � . � . . . . � � � . � � '. '��..24Ytt(ZCL'�V.��.K�d�e , • . a � `�'?� ,' � �� �.�,r �` N �` . ... . . . .. . . �. . � � . . . . . � � �� . � � � . . . '�a ` .���.�u. �. � � � . � � . . . . . . . . ' ,.' '� iJ� � _ a�„ � . . � . . . � . � . � � . . � . . . � � � . . � . . . . . . � . . . . . . . . . . . � � � . . ' '.. r �\ �, . E���;�:. ��' � . . .. GP,ADE : � _ . 1. THIS �191LD�NG I S T� �E �R�VIDEC? W6Tt� A FIF�E SI�RINKLER SYSTEM DESfGNED, INSTALLED AND TESTEp PER tJFF'A 1� REt�UIREMENTS �,IVD � � �` '�' t� ° � o �AS���Erd r w�;��, � � �r � ��` � ' PER TtiE AlJ1`F��f21Tlf FEAl�flN� JUtZIS�ICI'l4N. �.� a t� �', 2. THIS CQN ACl" I� T� E�9td F � A LE L, T 0-H��ED FLANGED SPIGQT QF TFIE TYPE AND SIZE OTE�B 0 �T,4LLED 1` � ERSa v �r �� �`a�� .�� �. ,�,��`� � . 3. IT WILL BE E liT6Li ��tJ A�T��°S �E�PO�lS! ILITY TO ENSURE ALL REQUIRED TESTING ON UNDERGR�IDN PIPI6V� IS CONDUG D AND a a ri-�i��_;sT Q�oc E< AT � e�!. . : �,��� •� THE 'C(3NTRA�TO gS A RIAL AtJ� TEST �E�T9FIC,4 ' IS C(�RIED TO THE FIRE PROTECTION CONTRACT� EF RE A Y C� ECTi�M1! OF FIRE P P�ovi�E a�FS�T ird PiPE ����iTH . a �> • � PROTEC7IQN �Ql61PN1��9T LL °fAKE �L��E. s�_r�vicE �; F�_�.s �oe PiPE �,�ovEMENT. a . 4. ALL �1ATERIALS, DEVI�ES APJD Fi�iVGER� lJ5El7 0€V ThfIS PROJECT SHALL �E U� LISTED FOR USE IfV FIRE �R�TECTIC8�8 S`(STEMS. a ° '� �-��� ��; , 5. ALL PIPING �liA�L G�E�PLI° WITFI PRC�JEGT SPECBFI�AT�ONS. PIPE SIZING IS TO BE COMPLETED BY THE F9f�E F'R�1'E�TI�N COlVTRACTpR, � �' , PROVEM BY I�°C����1L(� CALCtlLATION�, It� ACCORDANCE WITFi NFPA 13. o o � � 6. FREEZE Pt�C�TE�TI�N I� 'THE �ESPONSI�ILITY f�F 'PHE OWNER IiV AREAS WHERE AN ANTI-FREEZE OR C��'Y �l'sTE�I A�E �l�1' Ihl�TALLED. FIRE �� Q � ° wA�� ��FE'��E; i.a. = 4" copyright 2010 PROTEC'fIQN ��NT�A�T�R �FIALL �lE�IFl° �Q��9Ti�iVED MPERP�TURE OF ALL AREAS PRIOR TO SY� �ESIG . ° �A�.UF�? T�-iAN O.D. OF PiPE. 7. PAAXI�9lDFA �1'4�A�E B�EB�Fl1' P�R IT � !N ST��,4GE �OQMS OR AREAS IS 12' OF MISCELLANEOU� ,4N� �B �F LP,�11�5. a � ' �. THE 0 E� �Fi�LL AIN1'AIN A GLEAR 1�"� �E EER! THE CEILING AND THE TOP OF ANY STORAGE �R �TFiE 4�S IiCTI�NS. ° ° ' ` 9. DO N�T S�ALE �RA t��as �IFY �I ENSIO�I� I FIELD PRI�R TO COMMENCEMENT OF WORK. REFE T� A CHITE�T'U AL D A NGS FOR ° Q CAU�N<: v''/ ? PAI;T ALL DIl�EP1S6QNS. PO���'s�_1�FIDE c��u��<:�r��G. QII�NER TOWNOFVAIL 10. SPRINKLER FiEAD� T� �E C��RDINATED 1N1TH ALL LIGHTIiVG FIXTUE2ES ANd CEILING SYSTEMS. " ° 11. OFFSET PIPIIV�. �l1�TWO��t, ETC. AS hlE�ESSAf�Y 1'0 ACCOMMOQATE STRUCTURE, BEAMS, CO�UMIJ�, AN€3 EXI�Ti�IG EQUIPA�ENTo DEPARTMENT OF PUBLIC WORKS 12. PLPrNS AF�E C;�iti9t���TlJe4L ��ILYe ��FZ91V!<I�ER COtV�ACTOR SHALL REFER TO SPECIFICATIONS AND PEZEPARE SFIQ� DFtAVdINGS FOR aU�M91TTAL � p T�E RGG�s; T'r'P. 1309 ELKHORN DRIVE T0 THE AUTFl0�1 HAVIN� JlJR9SDlCTI�tJ, 0 E� ,4ND ARCHITECT BEFORE ANY PIPE IS HUNG. VAIL,C0 81632 oD 13. CQNTRACT�R �Ii�4LL TAE�E 1�lC2 ADV,4f�11'P.�E �F ,4iUY APPARENT ERROR OR OMISSION AND SHALL lMtvlE�l.41'ELY' N�TIF`f �4R�HITEGI'. /�RCHITEGT o r.�. HUB TG F-�i�G���FC t:970.479.2158 WILL ThIEN h�a4K� 5d1CFi ��R�E�Ti�ld� �4P��f0�? 0(�TERPRETATION� AS PAAY BE NECESSARY FOR FULFlLLINf� It�°fER9T QF �LANS e4N� p A�aPT��. ! SPECIFiCA1�IQNSo o ARCHITECT 4240 ARCHITECTURE INC 14. CO�RDINATE ALL V�OR9C YJ�TF4 �ThiE� �ADES. � p o � a 3003 LARIMER STREET 15. PROYIDE OVV�lER V�1T'f-! TFiE NECESS�4RY INSTFZtJCTlON MANUALS �OR THE UPKEEP OF THE SYSTE�A. ° o o p Q p v DENVER,CO 80205 16. INST�LL C}IV�"( iVEl�I SP�I�lKLERS AND P�NATERIALS, a a v o ° o o Q o t:3d3.292.3388 f:303.292.3113 17. FIRESTOP ALL �ENET'�A11�fV� �F 5ME3KE/FIRE WAL�S, CElLIldGS, F�OORS, ROOFS, ETC. TO MAIN'fAltd FI�E RATI�IGe -�i-��uST e�.oc k. CIVIL ALPINE ENGINEERING INC. 18. PRQVIDE �4CCE�S F�ANELS T� ALL VAL�ES LO�P,TED ABOVE lJON-ACCESSIBLE CEILINGS AND CHASE�e sEE �iacRA�� (�} , TH�s sHEET, T1'P. ° p a � Q'M'i �L�`�P ENGINEER 34510 U.S.6 UNITA9 19. HYDROSTAl1�AL!_1' 1°E�1' ,4LL �YSTEPA PIPiN� a4T 2�0 PS! FOR TYVO HOURS OR A7 50 PSI ABOVE :YS°fEM �PERATlfVG PRESStJI�E, WHICHEVER Q o 4 a EDWARDS,CO 81632 !S GREATER. 2Q.PROVIQE A �1'OC{4 �F �F'A�E SPRliVKLEt2S OF E.4CH SME, TYPE AND TEMPERATURE RATING, AL�N� WIT�i A ��RINKLER 4Vf2EB�CPi OF EACH t:970.926.3373 f:970-926-3390 STYLE, AT E AIN I�ER. ' SURVEYOR PEAK LAND CONSULTING,INC. 21. COORDINA ELE� ICAL E�llI�E ENTS F� �t�ITORIPJG 1A�ATERFLO�N AND TAMPER SVNTCHES T E ELEC I��,L �ONT'R��TQ�. 1000 LIONSRIDGE LOOP 22.COORDIN,4TE TkiE L�CA��NS �� AUXlLIAF2Y D�AINS WITH THE ARCHITECT. N�SCALE A VAIL,CO 81675 23.UPON COMPLETIt�iVB F�RE �R�TE��14N COhlTRACT(JR SHALL PRQVIDE AS-BUILT, RED-LINED DRAWING� SHC}�ll�l� At�Y REVISIONS TO THE t:970.476.8644 SUBMITTED PIPEfVG �YSTEM IE��LIlC�ING 1�-9E LO�ATIONS OF ALL DRAINS AND VALVES INSTALLED DURING TFlE IN�1'ALL�TIOfV OF TFIE PIPlNG. 24.SPRINKLER �ON A�T� SH�l�L ROVI E A A RIAL SUBMITTAL FOR PIPE, SPRINKLER HEAQS, VALVE� P, � �1'HE AT IAL AS PART OF STRUCTURAL M�,RTIN/MARTIN,INC. ' THEIR SIJ�MITI�AL. ��," Go�nrNST�-:EA�,1 OF E�BO�N. ENGINEER 12499WE8TCOLFAXAVE. 25.SPRINKLEF2 CQ�TRa4�1'C7R �4i64LL iN�LU�E H�RAt9LIG �ESIGf� INFORMATION AS PART OF THEIR StJBMITTAL �NGLl6�9fV� �-l�DRAl1LIC LAKEWOOD,CO 80215 CALCULATI�N� At�� �I�E S9�E�. wa�_�_ cA�ir,�E� '�F REQUIRED. t:303.431.6100 �-��r �-'�''�E '� MEP BEAUDINGANZECONSULTING SL��i�:IK�ERS. ENGINEER ENGINEERS,INC. SUPERVISOR'f SWITC H. ��, r� ��ow SwiTC H. 222 CHAPEL PLACE - UNIT AG201 �E[�i_i� F�?. AVON,C0 81620 F�RE STAND �IPE. t:970.949.6108 sicH� u�rass. LANDSCAPE MARY HART DESIGN FIF�E PRC��EGTION SYNIB�L� �iRE D�AiN P��E. ARCHITECT POSTOFFICEBOX8528 o SPRINK�ER HEAD - STANDARD lJF'F21�F6Tg CFiRUME TEST vA��E. 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N OTE. o A N 0 LE EQ UAL TO � � � � � � � � � � � � � � � � � � � � � �FIRE STA�IDPIPE= AND SPRINI<I_ER � � ?HE �L�W OF �?�JF � ^� `SPRiNKLER HEAD - DRY SIDEINALL, CFIR�ENE �iPi(�G sHa�� QE N'�`�����_�uc�,��'r .... ... ...............................................................................................................................................................�...._........................... � s P�?�r.i F<�E r� H En o. si-E�. ,� u ......................................................_,......_..............................__....__..._..._________._._____._____..___..._.._.............._._,.._...__._._..............................................._................ � .............�._._..._._._.____..__...._._.._...._._...�.........................................._._._....._._..__._._._.�._.�...._......_:._.........._..__._...____.._ � ................................................................... � � � AU?(Il_Il�r�'Y' GR,�IN � � � � ............................................._............._....._...._..................... ...........................,..,..........,.......,...............,.................,.......�...........,..._..._..._.......... 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CHECK VALVE AND :� �� ,�� , .� � : OTHER 1RIN PER NFPA 13. �. IN PION-��NDITiQtdF� SPACES. PROVIDE API AN71Fl�EEZE LO�P • �,� ' � � � ���';; ��,A�;,....,, OFZ �RY PIP� SPRINKLER SYSIEM. PROVIDE FREEZE PROTECT101V �• � �°a�,;� �; ,* . � SPRINKLEFZ RISER. PROVIDE SPRINKIFR �'�iER� NE�ESSARY . ' ��,��'�"" �,s COId1ROL �AT10N WITH WATERFLOW AND �3e �RIR9KLE� L�C�►T1�tJS ANp PIPING I�RE SCHEMATiC �1L1P /lPdp � � . z� � � � '. TI�RAP02 SVITCH AT EACH FLOOR. A►RE IN D 't� REPRE T THE �ESIGN INTENT. FlRE � . � , � � T I E 51 FOR SP INK , ,��=������ � P R O V I O�E S I R I N K L E R S A B O V E C E I I J N G C L IX J D S ���� �Q STANDPIPE DESIGN AND INSTALLATION. 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CO�RDINATE TYPE r4ND FIf�ISH 1�/ITH INTERIORS. ALL HEADS � SHA�L BE Qll9C46 RE�PONSE, EXCE�T IN t3RDINARY HAZARD AREAS. a� U � •� _ � a _ � r a ° Shaner Lifie Saf�t °� L V�L a2 FIRE AL��I�li �LA(� � � KEY PLAN ! � o �CALE: �/�'° _ �'-Q° J PO Box 1073 Phana 970.409.9082 O O Friaco. Colorado 80443 Fa� 970.797.1898 SHANERISOCOwICASLNET • ��.,���.��.� � w � �� FIRE �� � �� ���% ���' �� �.� �_��, .�.�. PROTECTION � � �y t� g �EAUDIN LEVEL 02 PLAN � ��� � � ���� .� ��� �j ANZE � � o . u � � Consulting Engineers, Inc. m �� � � � ������� ���� ������ Lake Tahoe: (530) 550-7334 ���.��.���,�,��,s����.�.�5�.=�� VaiL' (970) 949-6108 COPYRIGHT 2010 Denver. (303} 278-3820 Project No:882&.04 � Fort Collins: (970) 221-6691 Albuquerque: (505)323-9070 ' www.bece.com '-----�°�-- _... ._„�., . �.�,�,�.T,. ., , . . _ _ _ , _m. _ _ , . . . . � . . . . .. . . . � . .. . . . . . �. . `F\' . � . . . . . � � � . � � . . . .. � . . . . . � . . � � . . . . . � . . . � � . . ����.�C<�Qiad'�X.x,�,��`� • � ,�. 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' ENGINEER 34510 U.S.6 UNIT A9 EDWARDS,CO 81632 ' t:970.926.3373 f:970-926-3390 SURVEYOR PEAK LANQ CONSULTING,INC. , 1000 LIONSRIDGE LOOP ,, � 1 .1 VAIL,CO 81675 t:970.476.8644 ' ; � STRUCTURAL MARTIN/MARTIN,ING. � 2.1 �e 2 e� �4 �.5 �.6 �.� �e �e 9 G.� V 2.11 2.� 2 ENGINEER �AKE OOD,COL8 2X5 VE. � \ / t:303.431.6100 � � MEP BEAUDIN GANZE CONSULTING i j ENGINEER ENGINEERS,INC. / � � � � � � � � � i i i i 222 CHAPEL PLACE •\ i / I I I I UNITAC-201 AVON,CO 81620 \ . i / i i i i i i i i i i i � t:970.949.610$ �.� \�;'^ � � - _ _ � LANDSCAPE MARY HART DE51GN /i i i i i � i i i i i i ARCHITECT POST OFFICE BOX 8528 � ' i BRECKENRIDGE,CO 80424 �. `,, / I t:970.389.3583 B �\ ' � f i i i i i i i i i i i i � I I �\ �\ ' , ` � �� ' � i i i i i i i i i i i i �` \ \ % / / / I x � . . / • x � �,;, r f i i i i i i i i i i X �\ ,, f I � � ; � \\ �� � , , E � � � /' � � � �� ,,; ------- � ----- -------------- -------------------- � ---------------------- � --------------------- -------------------- � ------------------ -� � � � ' -------- - -------------- � � ; � � � T ' - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r -- - - — _ 40 - - - - -- ° - - - - - - - -�-- - - - - - - - - - �q � � ; I— o .- ; T,--�- -� - — i i � o % I � �� � � ST I � � Q N � . . � � . . . /� �`. 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Q 1 .J / � �- ARCHITECT'S PROJECT N0.c 2'I QC4.O4 d- � � � o f � , r � � , - , N � 00 � l�„--' � / ..........................................................................................................„_,__.�...._.......,.......,..........,...................................,........,.,,,.___._,.,,,,,_„__,,,,,,..__.,_._,_.__,_. � / _ .--- ` � NOTE: SPRINKLER MAh1UFACIURER Ahl� �QDEL SHALL BE CHOSEN BY TFiE -o � _ ` _ " � , 1--� ' SPRINKLER CONTRACTOR, �U�JEGT TO APF'ROVAL BY ARCHITECT AND c�'n - — - - _ - --- _ _ — _ - - - — - - � SHALL BE QU CKaR�aPO SEE EXCEF'TNIN �RD NARYEH ZARDAAREA�.as �� � �� � �� � v � � 1 .4 ��� � � �o��� � � � � � � � � o � � ���� �� � ��. � � � � ° Shaner Lif� Safet � L �`EL. 03 FIRE ALARIVI PLAN Y KEY P�aN o ° �CALE: �/$" = 1'-0" � PO Box 1073 Phona 970.409.9082 Friaco. 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DEVICE LOCATI(NS ARE SCHEMATIC �ONLY AND ARE INTEf�DE[� � � �� ���' DETECTOR, TO BE REF'LAC�[9. PFt� DE 0�lE � I LOCAl10NS APN[� QUAf�ll�F,��E T a�TECT�(2Se ( RAAY USE DISCI�TIONNN EXACT DE�CE P ACEMEN��CT�R � copyright 201 p i i i i i i i i i i i A P P R OXIMA T E Di i i 4. PROVIdE 4 SET> OF SHOP DRAWINGS ANQ EQUIPMENT i i i • SUBMITTALS T'O ARCHITECT AND FIR PROTEGTION ENGIN E r I C I • F RE 8e E ERGEVCYPSERVICES.RIOR �0 SUBMITTAL TO i/ IL i i i i i i i i i i i i i i i i O W N E R T O W N O F V A I L DEPARTMENT OF PUBLIC WORKS — — — — — — — — — — — — — — — — — — — — — — — — — 1309 ELKHORN DRIVE VAIL,CO 81632 � � � i � t:970.4792158 ( I ARCHITECT 4240 ARCHITECTURE INC I I i i i i i i i i i 3003 LARIMER STREET DENVER,CO 80205 � I I 4 t:303.292.3388 f:303292.3113 HD H[� HD FiD HD H� HD HD 6 CIVIL ALPWE ENGINEERING ING. i i i i i i i i i i i i i i i � I ENGINEER 34510 U.S.6 UNIT A9 � 7 I � � � H EDWARDS,CO 81632 I I t:970.926.3373 f:970-926-3390 i H i � i i i i i i � � � � i i i SURVEYOR PEAK LAND CONSULTING,ING. 1000 LIONSRIDGE LOOP I g I VAIL,CO 81675 t:970.476.8644 i i i i STRUCTURAL MARTIWMARTIN,INC. ENGINEER 12499 WEST COLFAX AVE. LAKEWOOD,CO 80215 — — — — — — — — — t:303.431.6100 fNEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS,INC. 222 CHAPEL PLACE � � � � UNIT AG201 I I I A 900.949.61 820 i i i i i i i i i i i i i i i 6 t IH HD HD HD HD HD FID HD H� ARCHI ECT OST OFF�ICE�BOX 8528 I 7 7 7 7 7 7 7 7 H BRECKENRIDGE,CO 80424 i 6 i i i i i i i i i i i t:970.389.3583 i i i i i x x 9 1 x I I i i i i C� J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � �� I I I I I I I I I I I I I I I I I I � � � � I I I I I � � I I I I I I I I I I � � � � � � � � � � � o � � � � N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �C i.J.� � � N I I I � � T O a 1 1 � 1 1 / � W � I I I � � � U � � � x I I I I I I I I I I 1 I I I I I � � H � � � Q` � HD HD HD 9i� HD HL� HD HD � / � I I I I I I I H � ,..,� � , g , , , , , , , , , , , �o , o m - 7 7 � � 7 � �„�' a I I � � � I � � � . . . C . � � � � � . . � � � � � . � � � � � � . . . � � � � . �.�.� .. d . . . . : . 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STANDPIPE SYSTEM SHALL BE DESIGNE� F'ER NFP'A 14> � I Oj NEW 2-1/2" DRY STANC�PlPE H��E �.�� a CONNECTION AND RISER. 2. PROVIDE NEW HOSE CONNECTIONS A�1C1 PI�lN� T� GC�MPLETE TF�E ~ EXISTING MANUAL DRY STANDPIPE SYsI'EM. VdESI° �TAfVDPIPES ARE � O APPROXIMATE LOC�TION �F EXBSTItVG � o STAfVDPIPE VALVE. EVALIJAI'E �tJhlDl�I�N �F CONNECTED UNDER EXISTING CONDITION�. �ROVIL�� PIPING ACRC�SS Shaner L�f�e Sa'��ii'\/ � VAL\/E. REPLACE jREI'AIR IF NE�E��AF�Y. GARAGE TO EAST STANDPIPES TO ��MPLEI"� 9t�TERGONNE�T106Vo 7 KEY PLAN ADD RISER AND VALVES TO CEPVTER STAI9�WAYa 0 3 NEW 8" DRY STANDPIPE PIPIN�. R111V FRC}� po eox �o�a Pno�« s�a.+os.sos2 —� O EXISTING L1NE RUNNIIVG NORT�i ��I�TH OP� 3. VALVE LOCATIONS AND PIPWG ARE �C�i��1AT9C ONLY Ahi� o WEST SIDE OF GARAGE. INTER�COt�EVEC1° �0 ARE INTENDED TO REPRESENT THE DE�I�N IfUTEtVT. FIRE Frtaco, Cdorado Fa�c 970as7.tesa o PROTECTION CQNTRACTOR IS RESPONSI�LE F�R SY�7EM sHari�.sacoucnsr.N� � NEW RISERS IN CENTER �1'AIF2S AN� TVdO DESIGN AND INSTALLATION. FIRE c� EXISTING CONNECTIONS �f�l °fFiE Es��T �TAI6�aa � � APPRQXIMAIE LOCATIOfV �F EXIS°fIN� 4• COORDINATE ALL PIPE RUNS T{i �T !l�Ttl AL ��VIN�S. PROTECTI�N � �.:� STANDPIPE RI5ER. IN R��NlVE�°f EN1 BEAM PENETRATIONS SHALL �E C00 ! A � T S UG RAL EAUDIN LEVEL01 � � PIPING AS SHOVYN. ENGINEER. RUN PIPE TIGHT TO �TRIlCI�lREo �ANZE � PLAN '0 5• PROVIDE 4 SETS QF SHOP DRAWINGS AN€} EC�UIPMENI' iU�MI�fTALS ��'� � TO ARCHITECT AND FIRE PROTECTIOf� EFiGlNEER FO(� REVIEW AfVD Consulting Engineers, Inc. � APPROVAL PRIOR TO SUBMITTAL 7f} Al!°S'9°!C}�I°f`( FiAVIfVG JURIS�ICTIONa q � VaiL• (970) 949-6108 / �ake Tahoe: (530) 550-7334 COPYRIGHT 2010 � Denver. (303) 278-3820 Project No:8828.04 Fort Coliins (970) 221-5691 Aibuquerque: (505)323-9070 www.bece.com _�,_� �,�., ,.a���,�..�.,..�-.,.,���-�.,,.��,.�,� _��..��..��,�.� _�.,� ,,. _ � _�. _ .�-r=.�.. . .... . . n,..- _ __ _,� ..� ����e,.,�_r ., , _ _ ,. � � . . . . . . . � . � � � � � . . . � . . � . . . . . .. . ..� � � . � , � � � . � . � . ��� � 3: � ... � � � . . � � � � � � . . � . . . . . � � � . � . . .. . �� . . � . . � . . � . . � . � . r �T`a�= � . � . .•� ��'� ���`� ���� �� � . . . . � � � . � . . . � . �. . � . . � . . . � . . � � . � . `� �� }a�C� -' • . .. . . . . . . ��A a � . . . . . . . � . � � . . � � . . � . � � � � . . . � � . . � . . ! •p�� .d- . . . � . . . . . . . . . � ,.,� ��. : A �� � � �. � a"�, � � � . . I � . . � . . .. I I . 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' . � � . . � . . � � ( � � � � . � � � � .. . � . � � � � � � � � � � � � � � � � � � � �� ���� � � ' .�.� �� � , I I I I � i i i i i i i i i i i i i i i i copyright 2010 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4z4o Architecture Inc. , � � � � I OWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHOFiN DRIVE ', i i i i i i i i i i VAIL,CO 81632 I HD HD HD ( H� HD Fi� HD HD 6 t:970.4792158 I i 4 i i i i i i i i i i �� i i i i � i 4 ARCHITECT 4240 ARCHITECTURE INC I I � 7 7 7 � I 7 � 3003 LARIMER TREET , i � i i i i i i i i i i i i i i i DENVER,CO 80205 t:303292.3388 f:303.292.3113 CIVIL ALPINE ENGINEERING INC. 6 I ENGINEER 34510 U.S.6 UNIT A9 EDWARDS,CO 81632 i i i i t:970.926.3373 f:970-926-3390 SURVEYOR PEAK LAND CONSULTING,INC. 1000 LIONSRIDGE LOOP - - - - - - - - VAIL,CO 81675 t:970.476.8644 I STRUCTURAL MARTIPllMARTIN,INC. ENGINEER 12499 WEST COLFAX AVE. � � i i �AKEWOOD,CO 80215 I t:303.431.6100 I 6 MER BEAUDIN GANZE CONSULTING ° � � HD � � HD � HD � H� � � HD � � Fi� � HD � � HD � � � � ENGINEER ENGINEERS,INC. � �� 222 CHAPEL P�,4CE � UNIT AC-201 I g 7 I 7 7 I 7 AVON,CO 81620 � i i i i i i i i i i i i i i i i t:970.949.6108 LANDSCAPE MARY HART DESIGN ARCHITECT POST OFFICE BOX 8528 i i i i BRECKENRIDGE,CO 80424 � t:970.389.3583 � � � � x X i i i i i i i i i i i i i i i i i i � I I ( � i i i i i i i i i i i i i i i i i i ' � � � � 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � ' i i '�O � � � ° o I � � ��.�' N � 1..1..1 M ��� N ' � I.J� i � � O � I r1 � I I I I I I I I I I I I I I 6 I � W � � \J v' � � 6 ( HD ( HI? HD FID I HD HD IiD I HD � � � C..� i i i i i i i � I � I W x 7 � � � 7 7 � � � � I I � � � � I I I � W � 0 c> � ,, m I T � � I I I ' � ., . . � �p� � — — — — — — — — — — — — . . . � . . . � � . . : . ��. � . � � . � . . . . � . . � . . . . . . � . . � � �. .. � . � . C . . . � � . . . � . . � . . � . . � � . . _� . . . . . . . . . . . . � � . . . .,. . .. . � . . . . � . . . . . . . . . . . . I I I � I N I 1 I I I I I I 1 I I I I I I I O ¢ � � ( � ( � o HD HD HD FiC� HD HD HD HD � � 6 � � � � � � � � � � � � � � ppp'''���� � N � � I � I � � I � ( i H ° i � i i i i i i i i i i i i i ¢ U I � , � i � � � i i m / � a v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / � � � � � i i � i i i i � i i � � � , rn c ����SS�f�� ��° '����� � I ( ( �����'���,������.� ����'� ':��'����� m � � �..���: 2 CONSTRUCTION 02.18.2011 � �����N�� ���.�, ����� I I I I I I I I I I I I I I I I I �"�� .,a .,��A �`� a 1 II I I ��r�����. ,T.xn.,� ��,� `� ISS.# DESCRIPTION QATE Q , , , , , , , , , , , , LEt/EL 2 F6RE PP, TEC�ION ,PLAN � ���a....� s�_.� ��. �� ��ry ARCHITECT'S PROJECT N0.: 2'I 064.04 p I I I I I SCALE: 1"=2Q' �.���C�� �__�._.,. .w��.N(�� -- --�� -�_ � N I I I I i I i I l I i I I I I I I I � � I I ( T '_ � � � � � � � �� �� � � . � FIRE ALARM FLAG N�TES: F9�E ALARM NOTES: FIF�� �R(JTECTIC�N FLAG IV�TE a FIRE Pl��1"ECTICJN NC)TE�: ��� � � �o�� � U� 1. FIRE AL�RM SYSTEM SHALL BE DESBGNED IN ACGQRDAN�E � 1 e STANDPIPE SYSTEM SHAL BE DESIGNED PER NFPA 14. 5� APPROXBMATE LOCATION OF EXISTING FAC�. �TM V�L FIRE & EMERGENCY SERVICES STAND/�RD�. 1 NEW 2-1/2 DRY STANDPIPE HOSE REPLACE WITH TERMINAL CABINET AND CQNNECTION AND RISER. =' ADDRESSABLE PAONITOR MODULES TO DESIGN S PERFORMANCE BASED AND IS NOT INTE�lDE� T� 2. PROVIDE NEW HOSE C�NPECTIONS AND PIPWG TO COMPLETE THE � �a��'�°�� �� ��'���; � SUPERVISE EXISTING ZONES. RUN SLC FROM MEET TtE PRESGRIPIIVE REQUIREMENTS OF NFPA 7�. � APPROXINiATE LOCATIOPV OF EXISTING EXISTING MP,NUAL DRY S'ANDPIPE SYSTEM. WEST STANDPIPES ARE �"°�' � NEW FACP IN WELCOME CENTER. � STANDPIPE VA�VE. EVALUATE CONDITION OF Gt�NNECTED UNDER EXISING CONDITIONS. PROVIDE PIPING ACROa a �— 2. PROVIDE A ONE FOR ONE REP�ACEMENT OF EXISTING FiEAT a O LOCATION OF NEW HORN/STROBE. PROVIDE DETECTtRS. COUNTS REPRESENTED ON THESE PLAN� ARE VALVE. REPLACE/REPAIR IF NECESSARY. GARAGE TO EAST STANDIIPES TO COMPLETE INTERCONNECTION. � a A�D RISER AND VALVES '0 CENTER STAIRWAY. �nPy�,p� I '�p C�ry�p� HIGH CANDELA STRO�ES AS SHOWN, UNDER A P,PPROXMATED. EXISTING PUL� STATIONS SHALL RER�AffV �c � NEW 8" DRY STANDPIPE PIPING. RUN FROhA t..� .[�i L � Jt.� � y � PERFORMANCE BASED DESIGIV. PROVIDE PJEW BE SUP(RVISED AS AN EXISTING ZONE VIA AN ,4DDRES�A�LE EXeSTING LINE RUNNING NORTH/SOUTH ON �� V�4LVE LOGATIONS AND PPING ARE SCHEMATIC ONLY AND KEY PLAN o WIRE FOR NAC CIRCUITS. MONITOf MODULE. WEST SIaE OF GARAGE. INTERCONNECT TWO ARE INTENDED TO REPRE�ENT THE DESIGN INTENT. FIRE J �7 APPROXIMATE I.00ATIOt� OF EXISTING HEAT NEW RISERS IN CENTER STAIRS AND TWQ PROTECTION CONTRACTOF IS RESPONSIBLE FOR SYSTEM ao eo� �o�a Pn«,« s�o.4os.soe2 3. DEVICE .00ATIONS ARE SCHEMATIC ONLY AND ARE OhITEfVDE� �ESIGN AND INSTALLATI01. Frlsco, �orado so�3 Fa� 970.797.1898 o DETECTOR, TO BE REPLACED. PROVIDE QNE EXISTING CONNEC110NS ON THE EAST STAIRS. FOR ONE REPLACEMENT OF HEAT DETECTORS. TO REPIESENT DESIGN INTENT. FIRE ALAF2M CONTF�A�T�R sHaN�sxoucnsr.wEr � LOGATIONS AND QUANTITY ARE MAY U�x DISCRETION IN EXACT DEVICE PLACEMENT'. �, APPRQXIMATE LOGATION OF EXISTING 4�• COORDINATE ALL PIPE RWS WITH STRUCTURAL DRAWINGS. FIRE � APPROXIMATED. � STANDPlPE RISER. INTERCONNECT WITH NEW �EAM PENETRATIONS SHAL BE COORDINATED WITH STRUCTURAL , � 4. PROVIDE 4 SETS OF SHOP DRAWINGS AND EQUIPPAENT PIPING AS SHOWN. ENGINEER. RUN PIPE TIGFT TO STRUCTURE. PROTECTION � SUBMITI4LS TO ARCHITECT AND FIRE PROTECTION EFJGIiVEE� a. PROVIDE 4 SETS OF SHQI DRAWINGS AND EQUIPMENT SU�MITTAL� �EAUDIN LEVEL02 � FOR RE1EW AND APPROVAL PRIOR T0 SUBMITTAL T� VAIL TO ARCHITECT AND FIRE 'ROTEC110N ENGINEER FOR REVIEW AND PLAN � FiRE 8c :MERGENCY SERVICES. AF'PROVAL PRIOR TO SU&IITTAL TQ AUTHORITY HAVING JURISDICTi�t�e �j ANZE � �,,^�,, O � � Consulting Engineers, Inc. � m ; VaiL• (970) 949-6108 / �ake Tahoe: (530) 550-7334 COPYRIGHT 2010 � Denver. (303) 278-3820 Project No:8828.04 Fort Collins`. (970) 221-5691 Albuquerque: (505)323-9070 www.bece.com i i , , , � � � � � � � � � � � � � � � � I I I I I I I I I � � � I I I I I I I I I I I I I I I ( I ( I I I I I I I I I i I I I I I I I I I I � – – – – – – - – – – – – – – – – – – ( – – – – – – – – – – – – – – – – – - – – – – – OWNE i i i i i � I I i i i i i � i i i i i i , ARCH � 2 I ( ( I 2 I I I I I I ! f I I I I I I I i i I ` CIVIL I � I I ENGIN i � i i i i � i i i i i i i i i i I SURVI i i i i STRU( I I I � ENGIN MEP � � � � ENGIN ( i i i i i i i i i i i i i i i i i I ' LAND; i i i i i i i i i i i i i i i i i ARCH I ' � o � � � I I 6 Q � � _ � , , � � � � � � � � � � , � , � � � � � � : 1 I I � � � � � � � � � � � � � � � � � � � , _ _ _ _ _ _ _ _ _ _ , � �o , I I , � � , , � , , , , � � � , � � , � � � � � � I I I I I I � � � � � � , � � � � , � � � � � I I � I I � � , , I I I I I I I I � � � � I I f I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 2 I 2 I _ _ � . �_ _ _ i _ _ � � _ _. _ _. �������"� ����' ���� _ _ _ — — — — — — — - — — — - — '�� .�� � � �� �����"� � �{, , - - - - - -- - - - - - - - - - - - - - - - - - - - - - - �� t����� � � � � � �� ��������: ���`��� � � � � � i , i i i i i i i i i i i i i i i i i i �,: �` .. 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A123A ENLARGEQ BUILDING FLOOR PLAN - WEST • • o ° ° A833 6NTERIOR ELEVAl10NS � � � � � 5626 TIM�ER DETAILS - TREE o � � � A123B ENLARGED BUILDING FL(�OR PLAN - EAST � • ° Ag41 INTERIOR DETA6LS � � 6 f�EGHANICAL A124A ENLARGED BUILDWG ROOF PLAN - WEST • • ° A842 INTERIOF� FINISH -ILE PATTERNS � � �V1000 n/IE�HANICAL COVER SHEET � � A124B ENLARGED BUILDING ROOF PLAN - EA�T • � ° ° Ag43 TYPICAL MOUR11"IrG HEIGHTS � � M001 MECHANICAL SGHEDIJ�ES � � � o A151 REFLECTED CEILING PLA6V - LEVEL 01 • • ° �' ,4844 n/IQV�A�LE GART�LAN, ELEVATIONS & � A/1002 NiECHANICAI� S�HEDl1LE� � � � � � A152 REFLECTED CEILING PLAN - LEVEL Q2 � o � � �E��'I�(�� M10Q MECFIA{VI�AL �iTE F�LAfV � � � A153 REFLECTED CEILING PLAN - LEVEL 03 845 I F � TE ALCOVE SECTIONS 101 FiVAC LEVEL 01 PLA A200 �UILDING ELEVATIONS o 0 0 o io cc�oas �s �n���o11 A846 LEVEL 02 FLOQR fINISH PAT�1-ERNS � N1102 F{VAC LEVE� 02 P�I�N � � � � o � s ccaoo2 25�P�20�1 A201 BUILDING ELEVATIONS � � �47 L VEL 0 FLOO fINISH PATTERNS � �, � ' � ���� 7 B.D. 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CONCRETE �9ALL f 6Q�SA� �t3tdGFtETE €�A'JE�� � j P�ilI�RS 4N� 2'� SA�a dc �$�d HiC�� " �ULTIfVG � 6.7b� ! i ` `: (RE: AF��H.) � tN� 2°� ��iVD E� LD�� � SPolC9 EL1' "RJ�If�� MEP BEB�UDIN GANZE CQN ,;. ; ( i E}�lST. C9N�RETE ? � �RE F'�+6RI� F�� SE�ElRBN� ; -� ; �ON�@2�� ���P{�E �/ SNU9dPAELT ENGINEER ENGINEERS,INC. i ' , �` , � ' ;�-----"'"Ct�Lt1�B�! �^ E?tPAI�s1o�l �Jt�I�9T 222 CHAPE�PL�CE ! i . i YJ�;LK IS HleHER �I�p4NhAELT TtJ�l6d�. 1 : � , ; ; Tt�,AM1! P�,��NG ; I (s�s��.���tt.4� t� ��ta��}, ; . ; � cj UNITAC-201 � ISOMETRIC �ARK��c ; ; fi , � �: ' � S°fRU�TlJRE ! � ! �`� AVON,CO81620 Et�D ' ' ! @�STA,LL 1�tENCB� �R�I�! ' ! t�UTt.�7 Scal�. hlONE � � ' i ' ` ; ' -- — ---- - t:970.949.6108 ; � �_ � ; , ; ��' 4° D�EP �CtPdCRE°rE �, �.-----�---- . , _—"` f : E C3P�'�€2 A� `" � �EL �1't7� E)E7 LEE� � _.__..._._._.. M € ,��r -�?_...___.__�.�_.....________ , ,. ¢ 1.5� ; f ;' ' • °�Ca �t3���2 � <:SP�O���7E[� LANDSCAPE MARY H,4R1'�ESIGN ,� 4" 6 1 f4 � T 5L . ,. pappg.�p�q p��° g���p �/ i % I it� ETE a � ' .� .ls4N1�bf1LfL. lTf9�Pi t '-" .. ..{ E . t ; � . ---....................... ---.......-----.................:......... ........... _ . .,...--_,-_—........_.__.... ._ ._�... � , 1 .. ,�ONC. �RI� ARCHITECT POST�FFICE BOX 8528 < ,. '° � � i ,a, � � <, C�6�CRETE PARKENG SL�R� , f 2.�° E � `_ � E _ : ; :; ' . �,^.=_. . _ , , ,, . .---. .�.._�` 2� CLEAR � � °° BRECKENRiDGE CO 80424 _ 4 . , , , : 6 CE..�Sc� � , � B01T�kA C}UTLET � t �..� I , �_...------_...._-----..._—.._......�__._. { : ' � '. � ' y � 3 ! ; ;, , ; ; :�ASE �C3UF�E �,2:5 -. �» . � � � : . � �..s... >.: � , � � �.,. � ' , "..,, `._.. ;_� � 2� _ f. � / t � 1,�� ...:._ ����E �Ck3F2SE:i:, . . . I . ,,_...-. , : , _ .. t•970 389 3583 �...,,,,�-_..."�,:-""..,�r. .,�,..,.... _ Z 1 r---._... ...... .__ ._.- -- ----- ._...____ _:._. y/_�_+.y^_-�.^-s-pp�yyrop�^ . � � tr aJ.�� . ` i �....�.....,........... . ...,,....,....- � ; . ' " "". ��..._ . .. 3 . J�t6�J 9 0 *v6Ji`04Rh-� . . . O HPB (Heel Proof Cast Iron Gr�ate) ° � FII�aT I..........::. ; <. ,;:� ,m . � � t�� ::-���rk -- �"�E�KIi�� SL��-� �'' -.� <, � ; ; : ,.. ' :. aw._ ., .-.^...r^�, �r^�.,__-�...M.._.1` '° ' i ` --- ._..... ._�......_____._�._......._._.... _.__._.........�.� � � �"°� '. '°.' �SECTIf7i� ---�,l�_ ;.. '. � �aT�LL aNQYr�PRE�.7 -�" ; , , ;,. 6 ��AS� 6 F; iUBIfV� 3°� htt�T LEA�L 9- C�€��i2ETE SL�I� I� �PPRC�X. �°' i�EEPo �� I � ' ' ' , . . �q 4: a I , ' .. � �,�c'S� �`i7l:Bf�e`� � f.: �; ;.�, � �� � a� " u � f , �f�3JFL3C'f INITH 1��9L � �..� ° � . �4 CONC. C�NCFZETE �'o �E , ` ,:: � 7E2ENCH [3RAi�J T�3 l�,4T�@� 6A,�'� �L�4`CE (FtEe AFtCi� L��L 2 � 3�- DO hlQT ��ILL f'�S°� CC}�1�RETE .. , • . ... °�� 5 _ �"I�U�T11��. F"fL:E. �. � ELEiBA,'�C3P� ,4T T�P€�IPJG SLA� (APf�RQX. 4" DEEF} r.'�.,..... . o �� o ��� � R�P,�O`JCp E � } ......_._. o � � � � i _ `.` - �.....__., CdNNE�TiQP� QF THE I ,t E EXIa71�� C�NCRE"f� ........`-��``----;_.._-- I�STAL1.. EXF'ANSEf}N Jt�ltdT P�4R�CIFl� SLaA�. N.T.S. GRATE REFERENCE TRENCH SECTION N.T.s. �.T.s. �.T.s. E TRE(��H �RA�IV- ZURN ��6 � LEVEL 1 �EC1°OIV A—�4 � C�NCRETE ��4L �TE !�lALL I�E`�� 1 �EG�"IC��1 �-�� ��NGF�ET'E 11VHEE� �T°�F� � �ON�RETE P'Ai/ER� � � � � DANDY BAG R BEAVER DAM° � � Installation and Maintenance Guidelines Installation and Maintenance Guidelines Exa���� ������� �Rt����ea �'I�IISH GRA�E �ARAPE7 !�'rkLl TCt E3E �UiI.�ING E`dAI.L � � � Instaflatioe�: '!'he empty Dandy Bag �hould be placed aver the Instal9a�tioes: The empty ��aves l7am �houCd be plaeed ov�r the C��4�A,�TE� ��B S!'� A�P�T��I,�L EX6Tit�G PARKiNG �t��Pl.ET'ELY R��§(}4�E� � graf� as the grate stands on end it using optional oi9 y��{� as tE�e grat� stands on end, if using optis�naE ail STRU�1lRE C��lCRE'TIE � $ �bsorbents, ploce �bsarber�t pillow in pouch, on the bottom absorb�nts; p1ac� �bsorbent pillow an pouch, on the bot�om �4LtlF�hi (7d REMAIN) ; � � (b�Eaw-grade side} of the unit. Pttach absorbent pillow #a �EE SHEET �12 FOR ,.' , (bslaw-grade sid�� e�f �h� unit. Attach obsorbent ptllow ta ; , tether Eocap. T�ack th� enclosure flap inside to corr�pletelY �RADfNG �EHINm WALLS � E%ISTiNG P+RE,� AI�€s: , tether Ioap. Tuck #he �nc9osure 41ap insids,ta campEe#�!y � . �nclas� the grat�. Halding the liffing devices (do nat rely on > � ��p�p��� ��p�� ��6 IP! G�NCRETE W L&�;:'f�:; �nclase th� greste. HoEding the lifting d�vaces {da not rel� nn � ; � iifting devic�s to support the entire �eight of the grate,j, ptac� ;: � 7FdEFICFP �RAIf�. F'R� �E ��kf@VE� D �t�� th� gr�t� into it� frame. lifting devices to support the er�tirs webght of th� grat�). plac� ` � �LOP�D C4,7'�� �111L[)iNG EXC� '€�£}N !' the grate irrto its fr�m� (�treet sid� �rst}, then (ower baak � > 1 EXISTEFIG GQL4_ECT10�d DRABtd TO �dge wifh d�m int� place. The �eaver Dam �hould be ',> :: > �iI��D�AI�! �t3�� C�F� # ` : ; ` ': ( Me�3n#�nanc�: f�emcrvs a91 accumulated sediment and d�brES . . . ,.' ;.. :: 1 . .. ; .. .: , ,:, ,` ,.; < BE REt�OitED AND _ . . . artEa31 biock�ng th� curb hood when in�tall�d ro erl . , ,;; ',', E UIV. 17�A1�1 ��P,R�e � �-- ,' . � LE�I t �RKING� EXESTIRJG " r #rorri surfac�s and vicirrity of unit aft�r �ach �tarm event. P Y P P Y __. ;' .._ :. ., Q .� : ,.. ,: � pa�� E�.�C: �ERVI�� ; ;! PiEGOPdPdEC'TED. EXIST1h3G � R�rr�ov� s�dim�nt that has accumula#ed within the centainment . , ;:;;;; ' ' Nd�4TERPR00FlP�G APJC9f�R � .: .. •_ GARA�E AIPROX. DRA;IN LD�ATiON UNKNO+�fN, SEEMS •. �t�NDt1E7S Tf3 ALL Maintenc�nce: R�mave cali aecumulat�d aedEm�nt and debris PP �i F' R fi . ,. ; . '::: . .'• :' 81�1,� � ' T4 TRAVEL UND£R EXIST, ' ;,.; are� of th� t3and Ba aa n�eded, If usin o ti�nal oi! . . . . ' �AP� Rt�e3 �!G E ' Y 9 9 P r,t� . .; .... ;.: : _ -. �t�LL�af2D LB�N°€� ��� : , r , . from SUP�QC� t�nd v�cinity of uni� afte� each storm even#. ; ARCHI'IEC'TURAL �LdA�I� ,,. ; , ,. ., ; : :. , ,,- ,_ ; �. �.�°° �� �UII.�ING. TC� �E EXAMIN�D �1° absarbenfi�, r�move and replace absorbent pillaw whsn near . . . . ; ml ,. ,: , ;; ��B3EETLl��IT�. P8�1t��ER � � sa�uration. Remave sedement tha� h�s accumulated wEth�n the confaAnm�nt � ,. ,• ;.: ; , � ! � TIME OF EXC�VATIOPd : � � � areaa of the B�aver Darn as needed. If usmg nptianal oil ; ; = . �-.-.-���-- �(.E�Tf�i�A�P�S F'L,��i� � ` I � F'� DANDY BAG absorbents; remove cand r�place absarbenk pillaw when n��r �i'�f 24" � 1�•2" � � d �� r�.an saturation. 2" �iAMfETER VdEE�� � t�' ea� � ; � ;� (146.7 LF 0.75�} � Fr� Fo�s ovEx r : �.-_ •� � � �w,� � TO ENCLOSE GRATE VELCRO ----<-•�,1.-------- O.C. (iu1l4X� �UdTF! �A��J. ..�... � : ;: ' -------------------------- cLOSURE 1 �c��Er� ���a�ara �- -��''' -��:����° ���r� ���� ' � � ��.����� �� �������� ���� � o � ; ;,� �a��nr�� ��r��, s�.o�� � ------------------------ �� '��"� `�`�� ��' � `' � cxaTE BEAVER DAM .-_.� ' , �� - ���� .� � .m � � ��� � fi " > r�€�F'�8���3 �ELE�T F3LL .m..m _. .,.,m ' '.; .� , t t;w�� �������� ���,�, FI II�I�Ct�ClWf� � � "���d�� F�u , - � _,_._, .�V � ,; mm a;,. �^ __- ; i _�_�------' . . .. . . : :: .; '.: .. . . .'..: ."Y.mmRY m n. _ . ... ., . '� � . � . .' : - : . . .':: ..:: : � � i. - . . . .. . '.'... '. . �,i'.. .".... . ..,i ..' ...:: ....:.: . : - - . . STANDARD FABRIC IS AN OVERFLdW GAP w .r.. ;: . ._ .. .. .. ._: , ..- ,... <:: ;:.:: ::: <: ;: :: # C1�'a�.��o�_�y..v-�.=� �� ��� � �� 6 T� VdEEP �L � ;, ... •, , , , ,. ... .:: - ; ��Pa CE COI.LEC71{7 �� �---- ,. . . � _. ORANGE WOVEN - LTFTING � , � » , < ``" ';: ;: ':! 3 �RAIN {V�R{Ea IN � o M N FILAMENT �URRITO �RA�� 3O4 �--�--- --------�-------.............. .._.� 1 -6 Man�r�s�rn I -_� �� �.�-,,.�.� - STRAPS . 0 � � --_...�..._...�.. X �---3 F9�RC���,�P� �A��� # > <1-,�---2q." ELEi�A�lOtd) 54tJ�ES �,,m`� �,.� ��m� � . 1�,4ShlE�3 ROC VitAF'PED --�I ......�se.� o..... ..«._�. j _ �-�.� �vEMENTY O O O O IN R�IRAFI 14OP FILIER ---.__-------... - --_—_..___._-__._ ; , , � A"� 1� ���o ,� F �_ _ OF UNIT � FA�RI C ._.._.._:�.__..w....:..:..:w W:.w.:...:..:_:.Y:.:�._....._..:.._.....W.�:::......�::__:.:_____:',_._�....W.. .,..._:m..W...:�:3 : ' � YVITH GRATE O�C�O � ' � }� �] � hAI C1 iN 6fl€3t3 �JR EQU1�6o � � � f !;�, L� k�P �� � E�ISTING SPREAD W�+�RPR�4�F1N� AN�f�� ; O O O O FOOTER 9.5' ?� 9.5' DA�,Sl�P�OOFIIVG F�ER LEVEL i FRAMIhIG �6.�' �A� � %./ �i��1 STANDARD FAHI�IC (TQ REMAIPE) AR�Hf'TE�TtJ[�4L F'I��S ' � `` � `, IS AN ORANGE �A� ° .. ,//�j MI Ff t�ON F RIC------.'." 1 WOVEN MONOFILIMENT ,.. /'f�. ;..,�. 92" �� � �� ���� DANDY BAG� � �' SEE STRU�TURAL PLAPlS F�EE �RAlNlN� �R�Q�EL GRATE a �. (5319> DETAIL 5) FOR LOV'T PROF'ILE WITH TYPECAL GANI'Il.�VE� hlUP��ER C5F CON�UITS �'E� 'f�Ei�CH . ! �1�L VARY. ELECTi�ICl�,�1 �'t) [?ESl�t� �. T. > � . ::::�;::::::,::::-, GUTTER FOR SAFETY >�;��:`=�=" RETAINING 1ldALL < ' ----- - CURB AND LIGHTl�G L�4YpUT FO�r . . :. .. ... ...._ . � A�" PERF. �IGILI f'V� F'IPE ; --..�� .---I. . ":� > ':,• f . I;--i I I (I.. AND CURB APPEAL GUTTER INLET SEC�P�IC}ARY ELECTRiC SERV7C�� PE� IN�ERT �P�D SL�PE ' ;> �•---; ---- __ _ ,I I_,I � R E I�f I��� 10 VE ITE�S 16 MAY 2G11 . �� ''. A'? . .�..' ...n I.�.I.�.�� . . � � . . � . . . � �I"���N �� ��N� . . . . . . . . . . . DESIGN CONFORMS 6 ADDENDUM 4 10 MARCH 2O11 TO ALL SHAPES OF CONCRETE CURBS 4 ADDEfdDUM 2 02 MARGH 2O11 r�.r.s. 2 CONSTRUCTIUN Q4 FEBRUARY 2Q11 N.T.S. N.T.S. N.T.S. I VALLEY GRATE� DAN�Y �AG �UR� INLET- ��Ai�ER DAf� �1 ��°fAIIVING iNALL �R�41N ELE�TFiB� �ERVIGE TR GC,�LLE�TIC,�� I CL � L 1} s�s.# DESCRIPTION DAaT�E ARCHITEGT'S PFtOJECT N0.: Z°I O64.a4 T .. . . . . . . . . . . . � . � . . . � . . 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N..S. � � . � � � J�SAIVI DRAIN IfVLET (LEVEL 3) K � A�A RA9�P �E�ST LIQNSHEA� CIRCL ) L�VEL � Tf � � LE�fEL� 2 TI - � �O(V�R�TE VVALK w � � �RC1UT IXiSTiNG Rt3C� HAPJDRAILS � � �...�`" v���.i �� 'oR� S��ao-n-i (�e: �,�cN) � SU,F�E FOR �UF�B � o. �`' ; -'.` ��Na �J(itON. IRISTALL � � 2�7 �'I�E CbETECTA�t,.E C30�§E ,,�. �' . � Va°ARtV9N� SURF'P,CE r ' � ,\•\'� � . �'"� }'` ! F EXP ;�4FANSI�{V J(91NT : ; � ' (��v���roN� �aicK �� s) . .. r.��_, m � ; ,,.�` - � ,__ �INT ,� . ;:> "����. Jt�Et�1'`�: �1/4p �ELOW SURFACE TooLED JoINT ,,.; . F-; ,•- 1� � �., , �,�,.-` :.-.` ! ,�. ` i 3` � DISPERSE LARGE ROCKS IN THIS ZONE � '' ���'r �' �_ ����� � z' • °... PR�VIDED R�CKS D❑ N�T INTERFERE WITH '"` '• . ., , .^'" '�,� ,. .' -- �a � I �' i . l^ �, , BACK FILL C�MPACTION REQUIREMENTS �e � .. , l�?• --- -�- i�I4� � ''.�ILICONE r -�n � � . �' � ,..,_ l � „ ..,. ,r �"�: „ :. , �,,. 5" THICI( i� � ° 1`4 1/2 �"`3 ° BOULDERS GREATER THAN 12 INCHES T❑ BE REM�VED 4s• ,� , •'; •',.>' ,,. ,." r .r�,°`�i�� „� J,����,;. i ., SlUC: NE JOINT �, ��, �i FROM BACK FILL AND DISPOSED ❑F ❑fF SITE. �,��.. � ,,: , ::' r' , _ , ':�•`" _.._.___..____._------- , » . . �:;_` , .SEA NT � , :,� ,�� � ,.- . .: ...__ � � . . . :.,, , , , � �-._...--------�--- -- ., ��� �6� � `� l T � � T ..t � ���'���t����� ��� ,:��'� , , , , 1NID� AN[� 6" T'ALL ' . PREFQRMED .:u . ��� W.�„� � .:. - ' �.r--- °' . ,� 'L� �0 ', . E�1S�it�� F��+�����{? MQiVOLITHlG,ALLY � d :: ` �' �° JOINT � . . : � ����������.��������„ N� R�CK ALL�WED GREATER THAN 6 INCHES �(y� bc�' � �- .. ;s.[��'���CD�I} A6�[3 POURED CURL�ING . � MATERIAL .x. W •^°-�" CAST IRON D&� � ,.: �. : ° �+� : � ;: �Ef���C9 ONITF! , �°�`��,� �... � : CLEANOUT FRAME AND � '%`; i.' ,''' - __.: '°�_:.. : ,:� -'., ` :, r--' �„'�,:...� ����:� � ^ ,, ... . � � _. _.. . ._... a ..-. .. . ; AsPHALT' � , .. ; \ �..� .: , .:� °�1 , :. . . . . COiVSTRU�"f WALL FOQI'ER „ � � , � r . ' COVER (H-8028} W/ �� � .:�tr:� ba „ , � � ,.. : _,. . � _ � . . 1� , :.: . : ,.-.` . f' ro �co�r ��p� 4s -�I I�- ��� •.� PROPOSED FINISH CLEANOUT ON COVER � �� . , f � j � � _ GRADE (PAVERS) � '`� ' SEE SPECi1CATI0NS FOR � _ ;,_ R�1' , � , ; �✓ BURYa, REIPAF{)RCEMEP�IT / � p __ � _ y.,�.�-�- P COMPACTIOt REQUIREMENTS � ` .� „-'�� (y6J ^w' �' ( �%������ -�` Q�`. ��:�.� TRENCH BACK FILL ,.'�� �,'�'. q�s o ' ,f �4 HORiZ. � VERT. � 9�' �/�-y p�' /� R� � GI �° {� THREADED PLUG AND CAP VARIES P�g�.� . � f: r lr��'�`,�,5�,.-' • , t.� Q� E6\1`AI�l�IV� JaINT CONTRACTION JU�IVT ��-��°`��" J � �-�` f � ��-- _--..._:....:. _ h9Ah��RA1€. 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PCi�Et WALL ... . ...::.: ... > . _:.::.,:. ::::::.: � �: ���-.. , . . .:: ;::::. ::::::::.:.:.. :....... .::...::.., _�,_. ,. ...:.:. >..:..: ,. .................. � •--..... . � ,�_ ' N� R�CK ALL�WED '".. `!. c:�*� � , ,:..::::::: �, ...:....�,.:::�s.. >'.:::.:.....::...` ...----,.,.....:...:.:-_--..�........ GREATER THAN 6 INCHES , \ ..': ,. .. BEDDING ZONE ESTIN�" C.e°R.IR� �o� �aa� _... . ;-�' �� � .�t�� �� ���L. ,......i:...a._.�.. ....... .,..,.. .. . .. _ �, . Exis�r�� cu�� � \ SEE BELOW � .�r e�� � \ �� E°�fAe0.P�Sl�t�1 JOIP�lTS S�4VdClli", F2E��V'� AlV�} �,� �„a �a��Q �.:;.:`. PIPE SUB GRADE, STABILIZATION ,.\ � f` T�`P6C;AL �I�aPC1S� (}F �1 6` �I�E ��3 � \ � � �DRTI�N �F EXl�?1NG ^� � 30� N.T.s. MATERIAL IF REQUIRED � i\ r,,, ::., _ ^� !�:�13 G�NGRE°E'E �TA�IR s , ,� _:_ __ __ ,:---� ,�........ ,�-} ,,,a � ':- a '," � . , '.�-__�6�:ti�=.����:.��;.�7 i� . � I I 1� 10 VE ITEMS 16 MAY 2011 . � �A�CUT A3�D ���9CavE � P��TI�N �F �� . . , . 3:;� 1 f'i :� 7 B.D.RESPONS 11 APRIL 2011 `�.� EXI�TiP4G 7��PE�Fi t3RR�IN TCt I&�ST�1.�. a , r!/ 6 AQDENDUM 4 E� 1Q MARCH 2411 \ BACKFILL & COMPACT P59E� �t�hkP. 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THEY ARE NOT DRAWN 70 SCALE AND 7HEREFORE ALL LOC�4TIONS ' ARE REQUIRED TO BE V�RIFlED IN THE FlELD BY LA. AND/OR ELECTRIC ENG. PRIOR TO INSTALLATION. FlNAL PLACEMENT AND AD�A.IS7MENT ���� ,n WILL BE MADE IN THE FlELD BY THE L.A. OR LIGH?4NG CONSULTANT. t:'''� ��IILDER OR �OIJL�ER Ud/ALL 3. SEE ELECIRICAL DRAWINGS FOR SITE AND EXTERIOR IJGHTiNG CONTROLS AND LOCATIONS. 4. SEE ELECTRIC DETAIL SHEET FOR STREET LIGHT FlXTURE DETAIL, INSTALLAl10N INFORMA110N AND SPEqFlCA110NS. ` ,i� STE�L�ED EDf�E,�EE DET�41L� � 5. ALL NEW INSTALLATIONS QF ELECTRICAL EQUIPMENT SHALL BE INSTALLED TO MEET MANUFACTURERS SPEGFlCAl10NS APJD APPUCABLE `..,__.� FEDERAL, STATE OR LOCAL CODES AND REGULAl10NS. a 6. THE GLASS USED IN 7HE PROJECT UGHT FlXTURES SHALL BE FROSTED OR SHALL BE TINTED SO 11iAT iT OTHERWISE SHIEI.DS THE UGHT ,� .r EIVI-IAAiVCED 191A`r199E'TU�F ' BULB FROM VIEW. ALL UGHTING IS TO �E DIRECTED DOWPI OR 'THE SOURCE BE SHEILDED, AND SFIALL NOT BE SET 11P TO SF81NE UPWARD � �,���:� , ����� � � OR OU7WARD FROM THE SIGN OR BUILDING. • ': 7. "LH 6RACKETS" TO BE �ABRICATED BY CREOLE INDUSTPtIAL ARTS, TODD FUHS, 425-775-7444. � ����� �� � � � P�EFREf�!l111AL�E�2 F31D�9C,CO��LE 11AULCFl9 SEE DETAIL� _ .... .. : KEY PLAN . �. - ....,.� . �wF,,. :���. �;�h,. �, ...::__.. M-�� .,. .,� , . ,: . . , _ .� .. ru= _ :., FIRST FL��f� � � °� � ;�,;, �����: ���� 1o�-a�� SITE LAY�UT � L�CHTING �L�(�I , � /� �� 50 1 Q� G�� ��! �OLI_f-�RD SCALE:N.T.S. �,�*°,.z.m�..,.�.,�...�°�.�•�_�_��.���,.,� ���,,M.�;.��- ;,,�,.,�� .,�_.-�..,��„�� � _ ,..-. R. : .�. .�,.�.,�,� s, �r,� ,, , ,,._, .-' ,, . 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CORNER OF LHPG ' t:970.389.3583 �. 201 2.2 2.3 �4 05 2.6 2v7 2W o 2�1 2.11 m � 2gy13 � 30.p0 0 � ` , „ / 4 - 1 3/� � � -�-..� I I I I I I I , I I I I; I � � � 144'-2" � � � �. � \ �7 � �'�i' 1 � � . 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RESPONSES 11 Af�R 2Q1� � r�''.�, � y a, � � � � � � � � ( � � � � �-- -°°„ °° i � � i �. .� � � � 3 ADDENDUM 1 18 FEB 2011 � o � � '°'� � 2 CONSTRUCTION 04 FES 2011 / \ '- �°" � \ N �.,°'""' �' � ISS.# DESCRIPTIf�N DATE / \ � ", I I I I I ( � � � I I I I ( I ARCHITECT'S PROJECT N0.: 21 O��.ZO / � � 26,.2 � °°�' � / ri2,, �� � � .� � ,,,� � �, �� � l�! � � 102 `� � � .� � �AY 19 201� � � � � ����� � ���� , .� oP�����`�� / �� � P� 1 .3 � .� .,,.. � � K�Y PLAN / �/ , � � � _ P... -.� � ; �R I C� LAY�I��T �RiQ ��Y�uT � — — — _—°� ° �, --0.'" `_ °-- "°"�-- _. SCALE: 1/8"= 1'-0„ ¢ 0 � 1 .4 � 0 . � N � . . � � . � � . . . . . � W . . . . . . . . . . . . . . . . ..� . � . . . � LC? � . . � . . . . � . . � . . � � . . . � . . . . .. . . . �� � ' � �� ��,a� �_� ;��"` �` , ,�:-'_� �„ , � � . . . . . . . . .�pf c�+.,�a,�' �px �� � '. 1. i�ftJTE: REFEFtENCE iHEETS FQR �"' �",�. ��;��'� � �; NAVIGATIOfVAL USE ONLY. REFER TO '� '��� �` � � £`� x A120 SERIES FOR ARCHITEGTURAL =k� ° � ��r���� � ��� INFORM,4TI�N. � $ �� ri� � �r�,,x g� ��,.��_ _ �,�,� � � � �' � . . . Y�'�f., � . . . �'� �q�.".«A�Y .l'r � . . . ' . . . � �l' :?° E:.. . . .. 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' t:3U3.431.6100 f4�CONGRETE&S�'ONE BENCH AS;EMBLIES: t�EP �E,4t1DIN�AtdZE CONSl1LTiNCa � 3"STONE CAP ANCHORED I�TQ CONGRETE BLOGK ENGINEER ENGINEERS,ING. a 1.5'W x 1.5'H x 8'L CONCRET: BLOCK � 222 CNAPEL PLFtCE UP�IT AC-20� AVQN,CO$1620 _ I ; t:970.949.6108 ' ; ; PAIIVTED AfV�G/�LV. STEEL GUARD�AIL ; ' 1.5" L11A RAILS& 1.5" DIA POSTS � LANDSCAPE INARY HART DESlGN i - �Xl�°a°fCf�lta LIC}P�1�0°IEP,D PfiiFtKIh1C� GAF'�AGE(LEV�L1) 1l.RCHITECT POSTOFFiCE BOX852$ ' �� BRECKENRIDGE,CO 8Q424 ���L���� � t:970.389.3583 � � � , , : 1 .� a � � ' �1 2.� �� 2�4 205 2e6 m7 e 2a 2010 2�11 2w12 2.13 ; ; o ; : r' , \• '8" 17'-0" 10'-6° �0`-0" 10' -0" 10'-0" 13� 2" 11�_�'� 15'-0" 14� _��� 1���2�� i4'-2° �"� \ ; � -- � � � � � , �.�J – — — – – .� I I I I I I I I I I I � � W � �° ' ' EXiSTiNG C?FFBCE � � \ � Q: � � STORAGE � . PA E N i _ S C C , � ,_ ; . , , : i \ � \ �HOST SKt STORAGE / 129 �.' • r- ' , ( � � ; : > °j �� \ 123 8 \ \� ` ',. 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I�TERI�R DIMENSlOfVS ARE DOWNSPC3UT, CCtl4TI(VI�E DC}N!RlSPOUT � fV1EA�lJREC�TQ FINiSHED FfCE OF 1"THICK WEATHERING / HORIZCINTAL�.Y TO EtVIP INTO DRAIN IN � GYPSUA/I WALLBOARD AND�R H�AT TRAGE DRIP E�GE STEEL PLATE BETWEEN VESTIBULE RQQF, HEAT�"RACE ALL STF�UGTURAL GRID LINE, tJCO. (R�; ELECTRI�AL} ° PLANTING BEDS � ,!\ o SECURED TO SIDE WALL DOWNSPCJUl°S CQIVTIC�U� F�EAT TRAG� 4' INTQ Bt!(LDIN(� 3. UN�IMEf�SIOf�ED DO�RS ADJACENT �� PER STRUCTURAL 2 (RE: PLUM�IRIG � ELEGTRIGAL} TC)A PERPENDICtJLAR WAL SHALL �������������Q���/ {RE: LANDSCAPE FOR F1EAT TRACE,1"YP. �� LOCAT�D 6°' FROM FACEQF (RE: ELE�T�ICAL) RC?U�� ,4REA D LC7CATIONS) FINISFi TQ JAM�, U�IQ. � A200 PRIMARY A�It3 SEGC)f�I�AFtY FL(��R , �A�K 6�R1� INTQ STONE PIER DRAIN / 4. �E��350 S�RlES FOR Eh1L�RGED � (RE: PLU(ViBING) ELE�IATIONS, SECTlC)NS& fLANS SEG�,1t�L�,4RY SC4JF'PER SHEET�II�tVI�R�NE 5. �E�/�500 SEFtIES FOR PAR'ITION pp KEY F'L��V 1 .� ROOFING,l"YP,�T LtJVV 1"Yf?E�: � SLQPE ROOFS, tJ�O PRUVi�E G�RI��AL�D � � _ � 6. SEE A510 SEF?IES FQR S1"Ot�FRONT P(7VVE�T't�o4LL EXP�SED •� AREA DRAINS AT EACH TYPES. LI��iTI�lG,1"YF� �. " t�ND�NG QE�ow s°°sro��c������� � ENLARG�C� �UIL�ING FLO�R a 7. �EE A520 SE�IES FOR DO�?TYPES (R�: ELECTRIC�4L) PLANTING SOIL PER PARAP�T � �scH�a�L� PLAN - WESi� Q LANDSCAPE AND CIVIL � M . . . . .. .. . . . . . . . . . . . � . . � . ... � . � / �. SEE A530 SERIES Ft�R STQIEFRONT `•�? Tl'P�S. 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RESPONSES 11 APR 20�1 � (RE: MECHAR1dCAL; 3 ADDENDUM 1 18 FEB 2011 A251 2 CONSTRUGTION 04 FEB 2011 � � ( � � � � � � ` � _ PREFWISHED SHEET SNEET MEMBRAN( ROQFWG ����°r' ��°''��� METAL OVERF�OW ISS.# DESCRIPTION DATE SCUPPER,ALL �VERFLOW SCUPB'ER� ARCHITECT�s Pao��cT No.: 21064.20 ' • TO BE SET 1"ABOVE 1. ,4RCHITECTURAL DIf�ENS10NS ARE MEASURED TO FA�E C?F e ROOF,TYP STRUCTURAL WALL ARIDIOR PRIMARY DRAIN INTO STRUCTURAL OPENING, UNQ. STONE PIER, HEAT PAINTED ANCGA�V. STEEL RODS, TRACE DOWN TO TIE PLATES,AND;,LEVIS,TYP.AT ALL 2. INTERIQR DIMENSIONS RRE • INTO SUB DRAIN EXPOSED STIEL ELEMENTS �lIEASURED TO FINISHED FACE OF a (RE: ELECTRICAL& (RE:STRUCTURAL) GYPSUM WALLBQARD ANQ/OR CIVIL) PREFIRIISHECSHEET STRUCTUFdAL GRID LINE, UNC�. METAL CAP Ar AL� 3. UNDIMENSIO�JED DOC)RS ADJACERIT EXPOSED WCOD TQ A PERPEM1iDICULAR WALL SHALL , � MEMBERS,T`P. BE LOCRTED 6" FROM FAGE OF o FINISH TO JAMB, UNQ. 1 4. SE�A350 SERIES FOR ENLARGED AREA D � E�EVATIC)NS, SECTIQNS� PLANS N e A200 5. 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