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'�-,� _",�'"_ TO: -�.,..�= f��� 4�� � �T ,.°_ � �� : ;�;£_;.�:,�Y� �~�; �� ;� "4° �-.,��. `���:�u�.-��a�, _ �s''�° �°_-:��- � -�- Date: OS/30/2008 3:34 PM �� � _ � _ ��:�`.��� � `��=.-: '�,��� �y . �' `�� � �� �F�� '� �``�� Bell Tower 3rd Floor Remodel � - - � - x-���.�y r�o�� -�� ��. � _ ,,.� ..� L Sub�ect: � " - _ _ " a"Sx:;�'_;a b+:3" -%S:.c:'.�a'x`-"�+s,..,,�. h�,..x r�.�.. Y fV •'��,�,,,^ i -> `?� .-�-�.} ��° _ _.-^� :�=�, _���. �'�'�" ° "°'��:�=��; �� � nnell�� ��Kevin Fifield�� ��Anne F. Gumon�� - - ���������r::.�� .�;_ ,=, �w,.:�;w_.' _ CC• Kevin O Do ..yk, �t��=� . > > > }, ��' �� F�=�er.v `G4�r"�'7'i.-.r�.r-�w :� %•'tT_.� ""_ ' _ �^ . S. 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''�'`G'ry #'n-.us - "k-Y " ,°}`-.. � _ -u� �-�v.�.� ..'-�;'r..','-'a�ps._+� ' `';,�,_n s�4^�'�'.;^}F - • .,3.; - _ - : ' -nrr.y"'-�s't�_'.,:: - - 'v.+�,=' }a'n ',,:..��;=w..-i,s;>��u-.;K,- �SS,;t ;r'�n - =- - - ��� .�.F �-p-� .. ���,.��-��. ;���' '��; .�,��h- -- D v 1 =,; - ��'� _ _ r;i r� ,� -. - A Community e e o ment De artment 1��. �:��� �,t .� r�.��.'m,. lation P P - -'�=� -�� - of s ra -foam uvsu �.�t _ "�M - �'.� d our anUci ated use , � �, t emodel an ;��� -��;, r R P Y - x - Towe Bell =`=�'�=: he P �.� ";�:. - - _� � - re azdm t -•�� -'{-� _ �-� �R. =��{�, � , - sion on 5 30 2008 . � �",�;;t;�"� _ _ _ ��=���,�`µ °_:�;�- -, �_� ��a_� „"�-h'�-,� _GU�, _ ,�v _ g g _ _ _ Pursuant to our discus Buildin S �; _ _-�$ � __ _, __ ,,� g afety and Inspection Services .,.�-ry - � � ��: ��;w� - -- �`�r _ �'�. =�= ��� - w and we will �--�� .�. .�; ��� _ � _� - _ x�, #,°" - - - - ��� - d recommend a subshtution Please contmue with your revie � ,.� ��� -�,z �{. .�- = se of ttus matenal an � r<<°: �a:�� - - �. ��r,_ - _ - 710i�OF AII� _s;� �� �� -_ .�'�� VA BBC will review the u �':-. i� =�.- - ��--� - '�;�� - g ���u,l �i "i-�x � _ _ __ _ - .j Y�yw':.. �*,� �X�. _ah _ yi; ' _ � :�w,{. �"�'���' - - - - � ' - `5;� , I -�_ _ -4_� i an ; ewth =x- x�_� _ n ct m �;'�-� .�� -�:� - o ta �i s��.���,h ou and feel free to c � "�� - d u on Thank Y _ L� - ��- - ��r - - �� 1 and a ree ti M•-°, - - v es availab e _ �r- _-�_ rt becom Y , �. - n as P � - rE� - . -�- ative as soo S _�;�.� -,�, - ltern -�� � - � forward an a _ - - �,..,,, ,�t -�n - . - �`�,;.._�, - cia� � Se _ - ���� � 2,- _�: - �_��y �_ � .,,, d - 1 - - - ��„ � . - - � - �`�`�z - - . - - - _ ��, . _ �����<���-° - � _ T�; J�v - - - � A°�. C� ,• - �� � ns TT1IIle t ae' - estio ns o r co u � '� ��, L . rn� =��-,.�;- e �ti n� o I Buil i -�, —.�_ d n Code/int rnatio - - _�.. q e rsal R�.,i� er..t�l - 9 �.. ;�,r.0 , _ _ °"-�� _ �a.y __ _ �,<. - -�'x'• - - - �,�� - ���a`��>:-�4'�`�z_r. - -w; � -, ,.+��s. � _ ��_.--. _�.,, - .., -:-�;3 - �..4 „_ ��� . �-x° - Cod�VuE,,. c9 erm9� The issuan r i _ V��`�r��` � �t« �:<` �� - -���r ,,� - - _ - � ��,� �sm:�ra,� 4;r- ;�,_ - r �/ P ce o grant ng of a p =�':�°mA�' _ �`:�,' ��r.. _ �=t. �;�x���;-':a�;z� not bc c -_ - _ ,.�-;, ��ry=� _ - _ _ ��;.,�,�*, onstru�d to be a permit for,or an approval of,any viol�t�cn of -_ _ -___ {�:�� _- �,° - =x �-„-�_.�r - x��;�.,'= -����Y_�r�;;- _ David Baum „ � _ - �•-,:f��� - _ - - • ' `�' v,�.�- codeorofan th r rdin � _,���; �,J ��-� _ any cf th.,pr vi i y o e o ance cf th:; �:,1 _ _ yK o s ons of this E "GF� - _��:,�;_ �Sur"�iz` - � _ _ �,"' . - - h� - ;.T� H�`_��3wr�--.,� - Senior Pro'ect Architect . � 4s , ..,r ,�. _ ����:�'' -� - � � :�,.__-�. j er �ts presumin to ive authon to viola�.,or c�r,c„I the h:,_ .�f,:�..,,-�-,-;;�;. , ^ � Y�_ n:;�s�:;_--. . J unsd�^ an P m �r=�_ °.�.' _- ~�����'" .����Y,,^�r z`� r£�;'``=�is"'-"�;� ,�. - ,.;s::,'*ts= - �y=r a - ��,,�,-.,,��v= _,�.°�,��_ -_ � __ - - - ��=��;r����:�� - -- 9 9 �Y �` �, yrt",� � davidbCc�vaqarchitects com �v�� n - ,��,�, provic�ar,;,cf th�s code or other ordmances of the junsdicUon shall nct bo Revisions: :.�:�-� - �=;�''�` �'�'' - �° � . - ��r��,��.��° _ ��� " -<;`�'� valid. +h�i;,�uancc of a permit based on construction documenis and � :�-F���. - _ �-��� �'�� ` ° - - - �� other Ca,a�tiaA not prevent the buitding officiai from requiring the � �! carrect�on c�crrors m tho construction documents and other data.The i 02.25.08 � build�ng ci�;ci�l i� � � r¢ed to przvent occupancy ar use of a � VAg, Ine. structure vrhere v�olation o his code or of any other ord�nances of i � ���=�,� Architects&Pianners this Jurisdictian I M - PLANS EXAMINER: -- QATE: �30 � � 470 Q4U 703d Pn Rnx 1734 - i � o • �T �= 979 949 8134 fax Vail,CO 81658-1734 '° "� ��1�,-i c, �►2 �� . d�"iZ—�^(Z�v— 0 � �� The precedmg e-mail message(includmg any attachments)contams informahon that is confidential and is protected by �_--�'�'�°�-; � '="-�' , architect-chent or other pnvileges,or constitutes non-pubhc mformahon It is mtended to be conveyed only to the designated � � ���,�� - �`� �?s,��j U�j 1`�°��'� �`��� -� ��- ,°=��a�:F ��n_ v = }JL '� `_ cY N = , - „*j. 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'�..a � �3, 4� f � � - C over Sheet O � � O w , . Project No: � • � � C� C Q M C� 2�0g.�� • • � � MAY, 15 2008 � Sheet No: -. -rowN oF vA AO.O � �2007 VAg iac Archrtecta&Plarmas ' � -_--- � ' ` ' / ' -- � �' — _ , _ _ . 9 ,� v' 'G-vT"'- i.-. _ _ _ . � ` ' _ ' _ � � 4 - _ r _ . _ �� � i•` r �V p� � j �.�l ' f * . • _ � VAg, Inc. Architects &Planners Post OfLce soz 1734 Vail CO 81658.1734 � (970)949.7034 faz:(970)949 8134 • emsil:g�eral@vagarchitects,com 90 Beechmark Road Su�te 202 �� Avon,CO 81620 y General Contract or Developer. Cn�l Engmeer• • Landecape Arch►tecOure: VAg,Inc. 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The issuance or grantmg of a p�m;t:~�'i � � not b�c�^^;r�cd to be a permit for,oran approval of,any viol�;;cn cf 8ny cf t�r r-cv�a�ons of th�s code or of an y other ordmance of t h� _ = junsdic.�;< <-c;mits presuming to give authonty to violate or cancel the _ ' �J� __ s-_ �_,� �_� prov�s;c-�cf tr�s code or other ordinances of the jurisdiction shali not be - ���� � vahd T�r i�cuance of a permit tiased nn construction documents and �,y°�<�;;a,��am ���_° �r ,.,�* �� ,.���?r-,�=°;.�Y_ � . -- •�F ���r - -� �, - - �#,� ;ti=_$° otherdc:ae:clinot reventthebuildin offi i If _ - �, $ - Y s# �.¢.� :���°y _ �*V� ,�s�s :fr--,.•:�`.y,z ��- t P g ca romrequiringthe - x.,� �z��' - ��s r ;�, yY.�,, _ _ � �` ,�� conec.ion cf crrors m the construcUon documents and other data.The _ "�- " ��F� :�_ _ -��-- -r i' �� ` `F;r3- _ ��" =�r-- - building officie!is also authonzed to rev an or u {:� _�. � - _ �_�;="Y� :� - , ;,>r - - ;��,�r�. 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ATTEN ATTENUATfON MtL M�7AL ` � � Am� CsRF,4 � BLIILDING GODE SUMM,4RY • • • � • � • U1 5• CDORDIN,4T� ALL MECHANIGAL AND ELECTRIG,4L �QUIPMENT TO �IT WITHIN GEILING AND W,4LL Am2a 1989 TOUJN PLAT FLOOR AR�A GONDITIONS • Architects &Planners Ar0 2 B BD BOARD N NORTN � C,4VITIES/SPAGES. REFER TO TN� BGI JOIST MANUAL �OR MAXIMUM TRUSS�D JOIST PENETRATION SIZES ,qm2C 20�7 EXfSTfNCs �LOO A EA GONDITIONS � PostOfficeBoz1734 BK� BAGKC�ROUND N/A NOT APPLfGABLE � FL �� R�vf�lU POSSfBL� GON�LfCTS IUfTN ARCNIt�Ct OR CsENERAL GONtRACtOR PRIOR t0 fNSt,4LLAtfON �OR A02D 2mm'1 O OSED �LOOR AREA GONDITIONS • vaa co alcss.l�sa BLK BLOCK NIG NOT IN CONtRAGT BUILDINCs S�GTION T,4C= ____ ___ p�TEiZMINATIDN OF PROP�R GOURSE OF AGTION Am.3A PROPOS�D ROOF N�ICzNT (970)949.7034 BLDCs BU I LD INCs NO NUMBER A-mm BLKC� BLOCKINCs NOM NOMINAL 6• PROVIDE ALL NEGESS,4RY BLOGKINCx IN STUD CAVITIES IN WALLS AND CEILINC�S. LOGATIONS INGLUDE, BUT faz:(970)949.8134 BM BEAM NTS N07 TO SGALE ARE NOt LIMIT�D t0, tOILEt AND BAtN ACCESSORI�S, U1ALL �4ND C�ILINCs MOUNtED �L�CTRIC,4L �QUIPMENT, C�VIL• ema�l general�vagarchitects.com BOT BOTTOM WINDOUJ TR�ATM�NTS, MANT�L.S, GLOSET RODS, GABINETRI', GOUNTERTOPS ANp FALS� BEAMS 90BenchmarkRoad5uite202 B/O BOTTOM OF OG ON GENTERCS) G�� Su y�,�. Avon,CO 81620 BRG BEARINCx OD OUTSIDE DIAM�7ER � ELEYATION DR4lllING TAG 7• ALL STEEL LOCATED BELOW CzRADE TO BE COATED WITH BITUMINOUS D,4MPPROOFINCx. Gl i SURVEI' UPDATED JUNE 2��8 • BRKR BR�AKE R O H 01�E RI-I ANCs A-m0 G�eral Contract or Developer: B7U BRITISH THERM,4L UNIT OPP OPPOSITE S UNLESS OTN�RWISE DIM�NSfONED• GENTER DOOR AND WINDOW OPENINC�S, PLUMBINCs FIXTURES, �L�GTRIGAL ARCHITECTUR�: BUTH BTU PER I-IOUR OSF OUTSIDE FACE � = LUALL ASS�MBLY DEVICES, HV,4C DEVICES, ETG., DIREGTLY BETUJEEN INTERSECTING WALLS MAINTAIN A MINIMUM OF �o" FROM _ BTUJN BETUJEEN OSB ORI�N7ED STRAND B0,4RD INT�RSEGTINCx lU,4LLS TO IUINDOUJ AND/OR DOOR OP�NINC�S NOTIFI' ARCNITEGT OF AN1' DISCR�PANGIES D2.1 EXfSTINCs/DEMO 3RD �LOOR PLAN • • � • • � • • • • Cm7En�neer. BuR BUILT UP ROOFINC; OZ OLINCECSJ T/O PLYTD„-$ �LOOR �LEYATION TAG � = ROOF ASSEMBLY D2 2 EXISTINC�/DEMO 4TH FL.00R PLAN � � � � � � - �L +100 -0 g GDORDIN,4T� UJITH STRUCTURAL DRAWINCsS FOR SP�CI�IGATIONS, ENC�sINE�RING, SPACINCs, ETG D2 3 EXISTINCs/DEMO ROOF PLAN C CONDUfT P POL� � = EX7ERfOR �INISN SYSTEM ARCHITEGTURAL DRAUJINC� DIM�N510N5 CsOV�RN LandscapeAnlutecture: C/C CENTER TO CENTER PL PLAT� D3.1 �XfSTINCs/DEMO ELEVA710N5 • • • • • � • • • • VAg,Inc. CFM CUBIG FEET PER MINUTE P�RP P�RP�NDICLILAR »• R��ER TO T�IE A5'S �OR �OR ALL CONStRUGTION ASSEMBLY IN�ORMAtION. GHNL CN,4NNEL PL1rUJD PL1'WOOD �L = �LOOR ASSEMBL7 D3.2 ISTINC�/ MO VATIONS (970)949.7034 GJ CONTROL JOINT PLUMB PLUMSINCs X CsRID TACs 11. TNESE DR�4WINC�S REPRESENT BUILDINC�s GORE AND SH�LL GONSTRUCTION INFORMATION ANY FfNISHES OR StructanlEngineec�ng; CKT CIRCUIT PNT PAINTED FF = FLOOR �INISN SYS7�M FIXTURES SHOUJN ARE FOR GRAPNIC LOG,4TfON PURPOSES ONLY. A2� PROPOSED TI-IIRD FLOOR PLAN � � � � � � � � � � � Monroe-Newel Engineers A21a PROPOS�D 7NIRD FLOOR PLAN ALTERNATIVE • • • • • • • • • • GL GENTER LIN� PPL PROPERTY LINE (303)623.4927 GLC� GEILINC�s PREFAB PREFABRIGATED PROPOSED LOFT FLODR PL,4N � � � � � � � � � � � � � C = C�ILINC� FINISH Sl'STEM 12• SURVEYOR TO VERIFY PROPOSED STRUCTURES SI-1,4LL NOT IMPEDE OVER �4NY EASEM�NTS, SETB.4CKS, A23 PROPOSED RODF PLAN • • � • � • • • • • • • M�������calEncmcenng: CLOS GLOSET PRO PROJEGTION HOM�SITE OR BUILDINC= �NVELOPE BOUNDARIES. Beadin GanzeEngineers CO CLEANOUT PRV PRESSURE RELIE� YALvE P� REFER TO A5 SERIES DWCsS �OR (970)949.6108 GOL COLUMN PSF POUNDS PER SQUARE FOOT DESGRIPTIONS OF SYSTEMS AND 13• MECNANICAL ROOM, AttIG, AND CR.4lUL SPACE YENtILAtfON IS TN� R�SPONSIBILIt1' O� TNE M�GNANICAL '�'3� PROPOSED BUILDfNCa �LEVATIONS • • • • � • • • • • • • � NORTH ARROUJ A3� PROPOS�D BUILDINC3 �LEVATIONS � � � � � � � � � � • Matenals5neat�st: CONC GONGRETE PSI POUNDS PER SQUARE INGN ASS�MSLIES GONTRAGTOR AND TO BE P�R ALL APPLIGABL� CODES _ GONT GONTfNU0U5, GONTINU� P1/G POL1'vINYL GHLORIDE A4.1 PROPOSED BUILDINCs SECTIONS • • • • • • • • • • • • ' CORR CORRUGA7�D PlU POTABLE IUATER 14 �OUNDATION DESICzN IS BASED UPON A "MONTH DA1', `►'EAR" SOILS REPORT PR�PARED BY "GOMPANY NAME" PROPOS�D BUILDfNCs SECtfONS • • • • � • • • • • • • GMP GORizUGAT�D METAL PIPE lR�• StRUG7URAL G�N�RAL NOtES). CURREN7 501L5 CONDItfONS MUS7 BE SPECIFfCALLY STUDI�D At � GMU GONCRETE MASONRI' UNIT QT QUARR't' 71LE RM UPPER AGTUAL FINAL BUILDINCs �OC,4TION. GPT CARPET QT1' QUANTITI' � �-���R ROOM NUMBER TAG A5•� IUALL, EXT FINISN � FLOOR FINISH ASS�MBLY DETAILS CT GER4MIC TILE 10� 15 M�4INTAIN ALL RATED ASSEMBLIES ,4T EXTERIOR IUALLS, FLOORS AND ROOFS IN SULDINCx. ONLY APPLICABLE '�'52 ROOF d FLOOR A58EMBLY DETAILS ��'`,� $e �0�� m GU GUBIG R RISER ON REMODELS .A�•1 THIRD �LODR REFLEGT�D GEILfNC� PLAN • • • � ���� �C� GW GOLD WATER RGP R�FLEGTED G�ILINC� PLAN X CROSS RD ROOF DRAIN 1(0. IT IS T1-4E GG'S RESPONSIBILITI', DURINCz TI-�E DEMOLITfON, CONSTRUCTION, � UNTIL FULLY D�vELOPED IN TO '�'�O LO�T FLOOR REFLECTED CEILINCa PLAN � � � � ����� °'—� n e q^-e� R� R�FERENCE PLAN 8 �X�GUT� A CONSTRUCTION MEANS t M�THODS TO MAINTAIN A WATERPROOFINCx SYSTEM TO PREVENT o p� ���� � � D DEEP/DE�'TH R�F R�FRICsER4TOR mm1 DOOR T1'PE TACs A�.1 tNIRD �LOOR �INISN FLOOR PLAN � � � � �v AN1' LE,4KS OR DAMAC�E 70 ANl' O� 7NE UNITS BELOUJ TNE tNIRD �LOOR. 6 DHW DOMESTIC HOT WATER R�INF R�INFORGE�D), CING) A�•2 LOFT FLDOR FINISH FLOOR �'LAN • • � �_���� A�3 SPEGIAL IZED DESIC�N INTENT ENLARCxEMENT PLANS m3 • • • `� / D IAG D IAC�ONAL R�Q R�QU IRED � `L• DIAM DIAMETER R�V R�VISION ,q A�� 5 GIA I 81CsN INT NT AN5 fd4 `� ��, �`� DIAPH DIAPHRAC3M RM ROOM e UJINDOW T1'PE TACs �f�'� � ��\� � DTL DETAIL RO ROUCsH OPENINCz A8.1 INTERIOR ELE1/ATIONS 1 • � ���� _ �:� DWG DRAIllINC� RS ROUCsH SlaWN A82 INTERIOR ELEVATIONS 2 • ZQ ZDO$ �J,J� LllALL TYP� TAG A8.3 INTERIOR ELEvATIONB CSPIRAL STAIRCASE) • E E AST S SOU TH '�'$•`� EA EAGH SG SOLID CORE A94 DOORS T1'PES d SGNEDULES � ELEG ELEGTRIGCAL) SCH SGHEDULE ELE1/ ELEvATIONS/ELEvATOR SD STORM DRAIN A96 s¢ �A� EMBED EMBEDMENT SEGT SEGTION r� EM EME�xENG'r SF SQUARE FEET REYISION CLOUD Al(d 1 TNIRD FLODR LICxHTINCx EL�CTRIGAL � POIUER PLAN • • • � EQ EQUAL SHTCs SNEATHINCs A1(I�2 LOFT FLOOR LICsHTING �LECTRfGAL s POWER PLAN • • • O EQUIP EQUIPMENT SNT SNEET EWG ELEGTRIG LUATER CDOLER SIM SIMILAR EXCs EXISTING SPEC SPEGIFICATIONCS) STRUCTURAL EXP EXP�4NSION SQ SQUARE Sl.m T • • � EXT EXTERIOR STD STAND,4RD �j REYISION TACs CsENERAL NO E6 • • � 571FF STIFFEN�R S2 2 • • FD FLOOR DRAIN STL STE�L S2 3 U ODF F AMINCx AN � • � � FDN FOUNDATION STMP STAMPED S31 TAI S � • � FF FINISN �LOOR S7N STONE ��` BREAK LINE 53.2 DETAILS • • FCz F I BERC3LA5S STOR STORACsE L FH FIRE H1'DRANT STRUGT STRUGTURE(AL) ^ •� F IN F IN ISH SUSP SUSPEND�D MECNAN ICAL: FL �LOOR X"12 ROOF SLOP� T,4C= � FLC� FLANC�E TG TEMPERATURE CONTROL �1� EL�CtRICAL GOVER SNEET • • O A ' FLLlOR FLUORESCENt TNK tHIGKlNE5S) �22 FT AN �� FT FEET THRU TNROUCsH Ml m M CH�4 IGA G V SH T � � FTG FOOTING T�� TOP O� FINISN FLOOR STAIR DIRECTION L�AD�R Ml l MECN�4NICAL SCNEDULES � �Q - T/O TOP O� M21 THIRD FLOOR HV,4C PLAN G GAS TOB TOP O� BEAM M2 2 LOFT HY,4C PLAN � � � GA GAUCzE TOC TOP OF GONGRET� M31 THIRD FLOOR PIPING PLAN � � � O C�sAL GALLON TOUJ TOP O� IUALL M32 LO�T PIPINC= PLAN �� GAL V GAL VANIZED TR 7READ � � GI GALYANIZED IRON 7RANS TRANSYERSE M4.1 MEGN,4NfCAL D1,4C�R,4MS � � O GL GLASS TS TUBE STEEL v GR GRADE, C�R4DINCs TSF 70P OF STRUCTURAL �LOOR ��� � � � � � � � � GRD C�ROUND TSS TOP OF STRUGTURAL SL,4B � � �O �� O� �� � ��O � •GC� � �� � � �� � � GWB G1'PSUM UJALL B0,4RD T1'P T1'PIGAL � � GYP G1'PSUM � � � UC� UNDERC�ROUND HB , HOSE BIBB UL UNDERWRITER'S LAB RE: A 02 NG NOLLOW GOR� UNO UNLESS NOTED Ot�{ERWISE — — — — EARTH �� �, METAL STUD WALL OuJNE�: Dean and Taw�ey Mac�arlan CIVIL N/A � � NDO NIC3�1 DENSITY OvERLA1' �I�—���—���—���—���—�� UJALES � ,4NITA MADDEN ENC�IN�Eiz: O �IDPE NIGN DENSITY POLYETNYL�NE v vOLT lf�l�� N Gentra I Ex NT NEIC�I-4T 1/B VAPOR BARRIER I�y HiG NOOKCS) VB VIN1'L BASE � / / / / / /�/ FILL EXISTIN�s SUIt�° 2�� � HORZ HORIZONTAL vERT vERTICAL � � � � � � � CONSTRUCTfON , NP NICxN POINT VEST vESTIBULE Da llas, TX �5231 O . HPWR HORSE POWER VIF vERIF1' IN FIELD � N C21�) �32.31mS NR HOUR �� a a a �� CONGRETE i i i i i i i i i i i i i i i i i i i i i SOUND BOARD fX (214) �J32.31�J�J � HlU HOT WAT�R W WEST/UJATER/WIDE/UJIDTH r , NIUC NOT WAT�R CIRCULATION lU/ IUITN � HDU1 HARDWARE W/O lUl TNOUT NaV HEaTING a YENTILATION WD WOOD o0 0 00 0 00 0 00 0 0 oo 00 0 o GR,q��� � G�ASS C-cEN�R,4L Beck Bu i ld ing Company 1"I/E/P Bedud in C�dt�ze �t�g ineers wc WATER GLOSET GONTRAGTOR: P.O. Box 4�3� �NC�IN�ER: PO BOX 9�5fd � IN INCNES lUP lUA7ERPROO�I INCs) va i l, CO. SI65S AVO�t CO SI(oZ� INGL INCLUDE WRB IUATER RESISTANT BARRIER �g��� g�g_18�� �9��� g�g ���5 � INFO INFORMATfON WWF LU�LDED WfRE FABRIG ASPHALT � �ivsu� INSULATION/INSULATINCs �x: C97�) 949-�33� Fx C97�) 9�9�159 INT INTERIOR Co�tact: Kevin O'Donnell Go�tact: Da� Ko�lliker JG J,4NfTOR CLOSET GONGRETE BLOGK JT JOINT Kv KILOYOLT ARG�IT�CT: VAg, Inc. Architects � �'la�n�rs INT�RIOR V,�g, It�c. ,4rchitects � �'la�n+�ers R��o�� KVA KILOYOLT ,4MPERE BRIGK �AV LAVATORI' V��I C OX 816�8 �RCN ITECT: PO BOX 1�34 Va i 1 CO 81658 0 9.ls.os ���s� POlJNDS � �� �� I � �� � � 19��� 949.��34 0 LP LOW POINT ST��L � I y� C9�1�) 949.�1�34 �r �.i�Hr Fx C9�f�� 949.8134 Fx C9��� 949.8134 0 �vR LouvER Co�t�ct: D�viol B�um Contact: David Baum /� REFER TO SNEETS � � ALUMINUM '�'�� � 0 STRUGTUR�L Mo�ro�-Newell ��g in��rs WOOD CROUCzH) �N�IN��i�: i�0 �OX 159� Avon, GO 81�2ID C9��) 949=���5 WOOD CFINISHED) fX C�1�) °J4�-����- Co�tact: Lesfie IZe�d . PL1'UJDOD Issue Dates: "E" 11.05.07:App.for Variance � PLASTER/C3WB/ "F"03.11.08•75%SD STUCCO "G"Q3.ZO.QB: SD Pricing • „H"Q3.Z8.Q8:25%DD ��J��04.28.08:TECH REV�W AGOUSTIC TILE "K"05.14.08:95%CD "L"08.01.08:98%CD C�RAMIC/QUARRY NOT�: Sheet Title: TILE CxR��4 DEFINITION AND GALCULATIONS ,4S PER TOWN OF VAIL GODE TITLE 12, G�4AP7ER 15. PrOJ eC� ��`; ', ; _ _ ' " , MARBLE - Index � i �� �� i �� �� i STONE and , , , . � . , . OJ C� ,��fi1.,�1� CO � � �--� �` nformation - , _ , �'fi� � �' � C� �, �''- `, - C�R4NITE - - Sheet TNE DATUM R�FERENC� FOR TH15 PROJECT 15 AT TN� MAIN LEV�L_ BATT INSULATION The drawings, specifications ar�d other docum�nts prepared by the Arc�hit�ct CVAg, fnc. ,4rc�itects d Plant�ers) 124'-1�.5"=8185'-m" per survey dated ro/lm/(d8 Por th� Project are instruments of the Architect's service For use solely with respect to this Pro�ect and, unless ProjectNo: otherwise provided in writinc�, the Architect shall be deemed the sole and exclusive author oP these documents and s�ill retain, wtthout Iimitation, all common law, statutory and other reserved rights, includir�y the copyrig�t 2708 00 ` RICsID INSULATION �er�oF No person, wheth�r hav�ng com� rightly into p055E5510fi1 h�reoF or otk�erwise, shall �mploy thes� . documents on dny other proJect, nor for ddditions to this Project nor for the completion oF this Pro�ect by others, unless with the prior express written co�sent oF the �rchitect and upon appropriate compensatton to the SheetNo• _ Architect in an amount and kind satisFactory to the Arc�itect. The Architect expressly claims all proprietary ' WOOD STUD UJALL rig�hts in t�e material whick� is issued in conPidence Por design at�d / or cor�struction purposes oP this Pro�ect as _ noted. These materiels may not be copied, modiFied, nor employed in any wdy without specific prior written �O• � conse�t and permission of the Architect YAg, Inc. Architects � Planners All rigk�ts res�rved �zoo,��m�.��,��a�p,�a, � l � 'r.�:i-s,r�.��_�-T .._ _�- -° _ _--__-Y," `-'_ �`_J�.-,�•___i��r " "__ --__ � � __- _=-C.ri K�-i`�.__-_ 3�� _ - '_ _" - .'�.};-t±'.�"-.'-LL�*'�.-�i� ^ - 'J� _ _- _ � _��?x'�.-O ._' � __�a3:�-__,___�T�3 = ��-_ y -xf.�= af��li : ' �:`'!9 _ :- � _ � VAg, Inc. Architects &Planners Post Office Boa 1734 Vail CO 81658.1734 (970)949.7034 _ , .. _ � .,,.. ,- .. . , , � • . - faa:(970)949.8134 _.___,_ t ... , ..,.__�__ ,�...�. .,�... , .....__ - � _ " . , " _ _..._....,_.. � µ , , . , _ ,,, __ ..w _.,. ., � _, � _. .. _ ____ ._., ... __ ,..r. � _.�.. _. _.�_ ..w...., ___ . ,. _ ...,..� . _ , ,.- _ ,_ _ - � - emad:geueral@vagarchitects.wm .,,,_..,,_ _._� �._w... .,,,, ,,,w , -_,_, - ,,, - -- , ---� , - -_.-- - 90 Benchmark Rasd Suite 202 � Avon,CO 81620 ' ��� ���� � ' � � � /\ � �/''"�� General Contract or De��elaper. I"1 \.�+� Civil En�fneer: Landscape Architecture• ���� �� L�� � ���V � �� � _ CEf�TL�`Z�A`�'£ QF t3ED�CA�I�N AN17 QWNET2�aNIP VAg,Inc. � f , Kz�ow �i�1, men b t�►ese (970)949.7034 Y presents th�t BQiI Tower Associates. L�ci. , �n 4k].ahoma llmzted partnersri�.p, l�eir�c� owner in fee simple c�f al�, that real �arQperty situae�d �.n �hg stru�ratEu��n�r�nA: ���� �� ���� � � � ��� ���� �� �� Moaro�Newel Engineers Town Af VE�i�, Eag�.e Coun�Y, Colcsrad�a, d�scrib�d as �ollows: (303)623.4927 vF ^ That part of Lot a. B1ock 5-8, Vai3. Vi�lag�� �'irst Fi.lznq, acc�rding to the map MechanicaUElectricalEa�ineerin�: �������� therecrf r�cardecl in xh� o�Eice of the Eag].e County r Co�orr�d�, Cl�r�C and R6C4Pd��r Beadin Ganze Engineers ��� � �� ����'� ����� ����� �� descr�,bed as follaws: (970)949.6108 1Vlsterisls Scientisr , � � �./' �� I3egxnr►ing at the narthwc�stezly corx��r o� �sid La� �� thence N�iS°�8'i�Q"� ll�..fi5 fe�t, - .� � T�WN C�F �{Ai L � + � �� �' � • along ��e narth�rly iirce of said Lat a, thence, depazting said n�rtherly 3.�nar S85°1�'S�"� 12�6.6� feei�' to the nar�hw�stex].y �orner af �orkdc�minium Map for Gare , � �AR-�- �t�' (...�'�"' � O � �� , �� � � �1r�p� Creak Fla2�, Sui}.ding, acc�rdinq to the candqm�nium map tt-iere4f recorded in tRe w� �f€�.c� a� �h� Eagie eounty� Go�.arada� C1erk and Record�r; �r,�nce the follo�ring t�va Seal �_: . . .. ___,..._��.ux��s......a��g .th.e -r�artrie�rl.y__.�nd- ea�te�3,ti,�- 3.in�sr-vt�• sa-�,d-•�nrtd�minyum c�ap for �t��-� '.. �; . ..�_. .,� _,__ . _ .- - ,. w�-.•�_. . __ . _ .°. `_", ' Creek Pla�a Bui],ding: t�)�173°17'40"E b3.AI f�et; f2) 5�.�°A,3'OQ"E 7.5Q E�et, �o ��c: - . .. ,.M . ..... _ _. __� -_-_- .w.w_ _ . r , . .,,.�, _. ___. ._ .,_ . , . . ., .. .. w._.._ .. -� _-- , � __ ___., �. . _..,__ _.._,_�_w..... ...- . . True Paint af B�c�inningt thence, aontinuing alc�ng saic� eastezlY line, S].(�°43'00"G �- _ __ . � P ~ R Y CORIYER • ..-�-""'-�'' �P^. .. .. . �_ ._ . --_ _ _ ..w. , .._ _ ..- _ .,.__ �.E ROP� T ._ _�__...._ ...__.. � ...�.. _.. _.�.. �?.�0 Er��ti ta the noxther2y ri.ght-�of-way line �ar Gor� Gre�k Dz��.ve.' thenc�� ��`; J G4RE CREEK PLAtA � �4 � �, � �2• S�T'x� IN PAV�F25 depar�zng sa�.d �aster1Y Iin�, the fol3.owistc� ewo caurses ��.ong said northerly right�of-way l�,r�� t]) tv7�°x7 r00"E 39.SO fee�: t 2) 29.53 �eet a}.anq the �rr o� a �:' � 125.8 1e pUi�i7IN4 �""" �41•�� � eu�ve tta the right, iiaving a radius of 622«�9 feet. a ��ntra7. ang1e o� 02°��'S4", �_ � N 68°i8'00��E 585°15 52 � ...�. s`o� �s �. ���. o � ,• dep�rting said naz��herl,y `^`�`� � �` � / W . �?, p� E b �� '�� � �ight��ofh ay �s.r�e, �tv1Q�43�0 4� 63.00� f et; ��t.; thenc�. . Ili_45 �'� o�'� C�0 � a r �� thsnce 8?g°�.7'Od"W 4.00? �e�et• theri�e � T479� � - �1 ' �� N].0°43'QO"W ].2.71 ��eti3 '�hence S'79°17'Ot!"W 24.�Q feetF then�� Nl(�°4�'00"W 22,00 �� � L.C.�. PA7l4 � o � ��� O�,`+ ` �A♦ fee�; Lh�nce S74°17'DO"Gd 41.04 feet tQ �he Tzue Poa,nt o� B�ginn�.ng, �ontaa.nir,c� 0.1� " -_ \, TRUE ��.�. .•-�-�^.." UNi i' G-1 �� �3 � , � � Q /v,�j aares� more ax 1ess, �,, pa.6, SE7'x' �N ar�T�rr wa�.� °- a� ` � Ra � fSE1' PIM �CAP L,S.2��a6 does hereby Certif�r �hat tkf�.s "Condomin.ium Map fOr F3e].�. Tow�x Condnmini.ums" is fzl�.d � hfW C4RNER Q�' LOT a, 8LK 5-B 37�� � �, � SET 1 y,n carijuna'�ir�n w�th t�e Conc3ominium 'Dec�.a�caLiora �or �3e11 �owex Gandamzniums recorded � � VAlL VILtAGE, FIR57 FiL1i�G "�•p O ,• �1},d� ���� GHISEL�i} k � e�v_ S 7�� ��'� .C.E N ��°43� �� W x.n �ook „_,Y,w,., at Page ,�,�,� zn th�e affice oi i:he Eagle County. C+a�orado. Clerk and � � 12.71 ' ofcsa�idrCondom nium��ecXaratban� ��� ����e �escribed real p�oQert�+ ta tihe pravisxans , , - � �8•Z • , �.Q o � �. c c.�. ;� 1 s�T•pK�n�� � �s°17'a t7" �x�cutea th�s ,�� aa� o� (" G�r.�t�c�d.�..�- �,, �,.a. . 1��s. :�_ , ti '� �I a,g � � py�IpdER: � Be11 Tower Assoczatcs. L'�d., 6'S' �.C.E. MECHANIGAL aNq E'F CHISELE� 'X' an Ok�ahoma 7.imzt�d partnersh�.p 300 Crescent Cour� � � gTORAGE, UNtr �-i . � CUNDEF� G.�.E. STAIFt; SEE v1EW XX� SH�Er x oF 31 71ri Floar e . � o �� l..C.E �hiTRY UIJi'r' C^ C^4 ;s�{.���t,���yf�hr� Dq11GS� T 7S 1 �, ��'a;p+�"��.a""",ys d' �y; w-.-..".,�, � WG,C.E. �UTLIN�. Q�' STAIR Asp1iE L.C.�. y � O MECHANICAI AF�D S70I�AGE. UNiT C-1 / ,�'� m,� �,<.+�:,�1,,`^4 ,`=; Clark S. Wil�i►zgh r �eneral Partnex � � - 4' � 5TATE a�' �LZ,t�i^Q�� ) �,�� r`'��.��.r.� �°' �� O •� i'�'► ir, ,s ��` C�i � )��. A y . Z +y�s ::,�� � �� ���� � y� ' � A � i�r�'�y� ad � (�•o x' � couN�x a� �G.�(� ) , �� ��� � � 1 ct Q"' � _'".,'_� •'�`;��,�E,��,,.aaw�"�r.�`. Y� � �� �� � � �j � �. � C7 � �he foregoinc� instrumen� was a�ih���ed be£ore me this ��d<3y of , v , '�' Fz- . �+ A.b., 198�, b C1ark 5. w#.1].in ham as Genex'al Partner of 8e1� '�awer Associ t�s, ^ O j . � �,,� Y 9 T M C t A aND 570RA�E UNi C~i { � � �n l..C.E. � HAN G l. , ,o � Ltd.t an t7klahoma 3.imited partnexshzp_ -� r � � � , �-- � - � ��.- ��,y - '� a� .�7Q(ti� ��E K ~v�•� �, � '� I ` � � , - :�.-.---"w'"'�' My Cott�misaion expires: "L t���:� � O ;w ;,r F CYl11F7 I�NIi' C-i . � .- � � � � ,� - W3.tr►e�s my hand and sea�.. / f�f � � ,.�. �� � •~ �'� pL �a - - � - m To�Y- v, � �f�S � A' FOUR S B�UIL NG �� � T �t` �''�i.� F-,� No��►x'y Publzc f� � � � BU E L I N�a a, ( TQV11 fV� _ A � } Aaaz�s�: �� � ��y G�.'.�. lJ� - "' � . r � �^I 4�wr���. p � �Q ��___ �����fl�� .�,�.+-�-- �..�s����4...�. � �,�' o - -� a-- �■I i� m � � � - �p 011Tl.IN� ��' 6U{LDlNG �� �EOGE OF 57AI S FOLLOIk O "�' AT GfiAO� PROPERI'Y LI ) � ' TxmLE CERT?F�CATE � � 2,� m � � Q,. L.C.E. ENTRY UNET C'2 � m LCE• ST4RAG� UNiT C�( StJRV�Y(]R'S CE'KTIFXCATE Land Title Guarante� Company daes h�rebY cer'tify rhat rhe t�xtie ta all lands shown � �,_ upon this �vndama.nium map has been �xamin�d and ls v�sCed �n �e�.l 'Power ASSUC��.Lea� � � � p �' � L�d. , an Qklahoma lsmit�d ,pa�tpership, �nd that titl�a to such lands zs Ex�e artid ' - N ,� T. do hereby cer�ify that '� am � reqLSt,e�ed L�rtd 8urve�nr licensed unde� the laws of �'2•ti `�4' F E F ,p� � G.C•E. PIaNTER ��� S'�$t� of Co�orado, t,haC, thls candc�rninium map xs true, �orxect anci cdmplete as c2ear of a�.I l�ens ar,d �ncumbr�nces, exccpt a� �vllows: `� � � G. . S Alft S [OND LO - ..�- �' C� `�' t 1 eda. te and showty heraon, tha� such ca�d4m�.n,ium map was made e �� �� la�,d ou atted d ca d 7 5� As nmei�t �� R nts --y {�,� E. �EE.OW) ' P ' E7eed c�f Trus� �ecorded Ju1y 2, 1979, in [3�ok 2� �t Pag� 2. szg �,�� � �S� fram an accurate suzvey of said pro�ae��y by �ne and under m� sup�r�risa.on a�d recozded 3uly 2, 197'9� ir� Aook 287 at Pf�ge 533. Cantini�a�ion of La.en Ar�xeement � � ;� � carrectly shQws the hor�z,ontial and vertical loca�aon and dimens�ons of the bu�,ld�ng � �'. g, '�' I.,C.E. TRY ..r•- eor,taa.ning the canrlominzum units, the condamxn�.um unit,s� parc�ls and �asernents af zeGOxded M�z�ch �9, 1985. in Bflok 410 at �a�� 6. n�ed of Tr�xst recordcd June 10, ip� SET Ctt1SELEb�X' ....-�--��' 1987� ln Book n64 at Page 125. � ��� NtT C 1 �,,..r.-•�+" sa�.d condomini.um map, �ir►d the �arcel is �tak�d n�on th� g�'ound iR compliance with w. 3•2� �?' ' �"'�- aPP�ic�b2e xegulata.ons gdv�rning the subcliv�szon af �and. `� �,�..�. _. A.U. , 19�p. � L.G.�. ST'ORAGf UN1T R-1 ��,,►►��i1�if�� Dttted Chls �_ d�y of �'�.�.I�(1��Y, �� l.�.1 +�ri ,;,i {C C.E STAIR ABOVE } . GC.E. � �� wa.�f�es5� th�xeat Y hav� seC my hand anc� &ea2 thi s ,r`,�y,,. , c3ay o�;`� .�a,$r� ''e �.f� � �,�nd T��:�.e G�t�rante� Campany � o �A.� , ,� P�AN T�R 1 A.�3., 198 . � r�.��, E4, . DaX .�57 �, G C.E. STAtR SET�PK NAIt, �- 1 J' R "� � 3 n p7 � w �• r V�J��f �iV v165� � � �4ti�� +..c�. ��a�rro a.� ,�,�.s ,. (�pGE � gT RS F�tLOW �: 79 �7 � N1T C-� -�� a= Q2°4 `54�� � �7 �: �RaPea 4 �r��� �.� c.c.�. � 39.5p p�. R= C22 7� � D�ntaie �arcoran :�'�;� �• � = �.tip .�q .' tSi�n tur�) , � � � GaloXado L.S. Il 15$2'�.,"�j�""•..;�,�' Q��,+' t FnEO ,.{ a, � PLANTER L= 29.`�J� cH�s��.��'x'�;� y�.�' _... CH -N 60°38 7'�� ��f`�a��a1.�+`�..�` � u���oos: �r��rr�r��.�e.����C { int' rt�m� t�.tl��� r � � ,^.. -"'""! � ��,rJ�� TtE= S 29°50�2Q"E,46� 35' � � � ��� 0 �.. ��. - � � ��nt�u�+n►r It+]G ApMINISTiiATUR CEF�7�'z�'ICATE � � � ,f,� �� , � ��� � � �ti�� �� � ` � V�'� Q opp°O Q��fl�r'r ��� � ��� � � SI RI ��s ,o•° �s'��on�l�msnium map is her�by aggsoved b� the fiawn c�E Vail Zoxiinq Administrs�tqr U w ��� �� c �+ � (BA $ 89°�4'yy NGS? MW i�16 CORNER $ECTIUN t a� �° thi8 �„ day of -1�.,.)� , A.D. , 1989. � �� -'� p� C���' .�,r - -��---�-� P1N 8� CAP E,.S. l6827 �, :'r �,, ��a �a � .� � ; 0 �O gtiA53 CAP M4NUI�AEN1' � � At o�s�: k � M ilf6 CORNEit SECTIOM1I T&9. ° c. ) , \ 0 �G 4op �,7 �:�.^ r/ ., f,�r�f'��%r��d;�;titi;� n Clexk ° ' , _ , �,,,� Zoni Admir,istr�t �'"�"" "" -- . Tpwn o£ �ai]., Cnlora�o �own af V�a.l� Col ado � N(3�'ES= t. pATE QF SURVEY� FEBRUA�RY, i�BB „`� C�RTxF?CAT� DF TAXES �AI€� �. EI.EVA�'14t�� BASEb ON UPPER EA�GLE VALLEY ` SANITA714N Q�STRl�T SEWER AS-BVILTS. x, t�ze undersign�d, c� her�by certi£y th�t �r� �rr�ir� amount of taxes �ue anc� nayabie as of �� r upor� �11 �axcels of r�al esta�e �,,, � . �, G.C.�.- GEIVERAL. C�MMRN� EL�MENT desc�s.ta�d ors this aandom nium map ar� �aid in �ull. � ' •. 4. L.�.E.- �.1MiTED C�JMM4N �LEM�I�T - . _ . - - , ��a., I�e�. �+ , 'bater�° �.liis ,,,,_,,,�^, day of sue a es: �` • ��� "r'�,._ . _ _ . . - - . __ __ . .� -_ .-�. MONU�M�i�lTATIt3N AS' ItV'QICATEQ. '�Ft'03.11.08•75%SD - • 'TE" 11.05.07: �pp.fur atlance � ---...,�a�� 6, BEAF�ING$ ARE BAS�D Ohl THE 50UTH l.lhlE OF TH� �� Trez�surpr of EagJ.Q G,aun�y, Co1orada "G"03.20.0$; SD Pricing �ao�N�5 � NW 1�4 N`W �I4 4� SEC'�10�1 7 BEING � $9°4�'►N. � SE£ DRAWING � „H•,03.28.08:25%DD � "J„04.28.08:TEC'H .. ' CLERIC AP�D ttECORD�R'S C�Et'?`IFTCATE � , � � `i'his ec�ndaminium map was filed far z�cord in Ghe offx.c� of the Clerk and Reaorder can � _y , this �,� day c�f , A.�.. 1�88, a�c � o°clock �M. Sheet Tltle: � ' Record�d under Reco�tion No. in Rook at Page �. - �Qndbrninium Dec�.ara�ion recard�d iri eook at Page ,�„_ VAfL a' �' �n` ao' ' � ` SG,4LE I" = fC3` � C1erk and Recarder � �p�z��; � E�gle County, ca�.orado - __ __ -� �� �,ccordir�g �o Coloiadcs law xou muat �qcmn�na� any l��al �ction basec� u�an any de�'e�'� � Survey � • � xn th�.s surve�► wxthiri three y�:ars af�er you fi�st discaver suci� defQCt. In no event. "•" �n�y ��y ac�zon based upar� any de£ec.t a.n this sa����► be ca�enced mor� than Cen yeaxs ��� " b�puty V/C//1/"/T}� I�+�'.4f�' fr�om the date Qf the aer�if�.ca�.ian shown heraon. ,��� - �T'�ii��" �4��. �NEE�" i �F � EAGLE �/ALLEY SURVEYiIV6 l�tG., 953 S. FR41�fipGE Rt�. iN�ST, VAI�.. COLQRA��O, E316�? , . _ Project No: . ,. • � ' a.�'"�,��+t'^.�'� ,;F�. � r 2 /�S.U� V � Sheet No: � C1 . � �2(10�VAgla Aichna�dcPlenoes , -ro, re�5r �,�I .,,.._,.,. r-,-�n '�. � , ' _, ,- - _ �"3 .r -� " ` ` _ ' _ _ � -f a - - �1 F ~ ' �ti�, t � � VAg, Inc. Architects &Planners Post Otfice soz 1734 Vad CO 81658.1734 (970)949.7034 (a=:(970)949 8134 email:g�eral@vagsrch�tects.com 90 Benchmark Road Su�te 202 Avon,CO 81620 General Contract or Developer. Crvil Eng�neer Lwdecape Arch�tectare: VAg,Inc. (970)949.7034 Struc�ral En¢aneerutg: Monroe-Newel Engineers (303)623.4927 MechantcaUElectrical En�neering: Beadin Ganze Engineers (970)949.6108 Matenals Sciendst• � ���A�` ���� �, o d���i�� � �+� � ,��h3EE 9 4�1 S"�� � �.�Y 4 �°�Q�%� / ' �?�/C'�' r�`L �-. �J'c q� t`�'.� �`L� A�`�o:�'�v � Z� �D� � � � O � � 0.9 D' � � � � • . � THIR� FLQQR ELEV. 8185.Q O � O ��� � � � � G� � � � •,..� � ° � RQQF RIDGE ELEV. 82Q3.2 n' � � � - ao ..� .�.. — �_ � — [—� � � � � � , 48 22' � O � a.as' � � o as� O !� � Q � � N 4� a. ■■ � � � RGOF �2IpGE E��V. 8203.2 Revisions: � 9.15.08 0 0 0 �ECt� 8184.9fi 'tHIRL} Fk.D(JFt ELEV. 8189.0 � ._...._.. ..�. . .,.... � V� �Vt GVM �L, ��.c� s��as a� s�ccr�� �.aa� ��vrs� ��a� ���v a��5.�,� �{�'��; Issne Dates: ' "E" 11.OS.Q7:App.for Variance i} C}a.TE {lF st�f�11"EY: 5�f 27 f CE8 �nd S,�ClS�OS nFrr 03.11.08:75%SD �� �AStS oF ���V: �D�t��t�ii�CUNt l�AE� FC�R BEL� Tt��t+ER �CS�100M1NlU�fiS ��G�� 03.20.08: SD Pricing ���r��: �a�u���, ��a� m►�� ���� � e���.o. ���„a3.2a.os:Zs�io nn 3� WALL THiGI�N�S� SH�I�N IhlCL�3i3ES �TR�lC3t1RA�. At�tD Fi�tl�!-1 �1ATERI�t�.S ��J��04.ZS.as•�cH xEV�w 4� �iRST FLG�C3R RE�C3F aT NE �l�I�.�ING CQRNER �� (�.�3' HELt�V�' SECt�tvt7 ��K,�d5.14.08:95%CD F�OC�r� �E�K �?N t�t4RT�# SIC}E QF �t3lf.�►1�1�. �'�RM� ���""- ��,�. nL�� 08.01.08:98%CD Sheet Tifle: - Star� t�s�gf�ldt CoEo�adc� P.�.S, ��59� ���..��%��.� �._ Survey Updated June, 2008 �������- ����� �«�w�� c & ��, ��ct��-���� �`NI�� ��t��E� �,c�, �o� ���� BELL Tt�1�ER �{�NI�t��+ll��(tJM� �owa�as� c�. s�s�� �tA�L, �fi.��t���C��t ����7���—��os J{�� h�a. 445 Project No: � 2708.40 � Sheet No: C1 . 1 �i 2007 VAg Inc Ax�tccts�Pleffics - - - �°� _- -_ ,, ' , _. ,. _ ',f � , _ r ,, v y.. _, - t f e _` 'I � ^ �� _ _ f ._ V�lSe '� � VAg, Inc. Architects &Planners po�c ots�sa:i�3a Vail CO 816581734 ...., ,..4 , y_� _�.� .. ,,, . .. _._ _ _.� _ _ _�._ --- --- __ �_ __ _. __. �______.,_.._,- --uw. _.._..____ _....� �� .... �._.. _v, -__ -- - . ___ � _ .. �_ _ .__ _ _._ _ _ - - --- --- -- . __ _v � _.,._.._._ . . .. _ _ ___ . � _� _ _ _ _ (970)949.7034 faz:(970)949.8134 email•g�eral@vagarch�tects.com 90 B�chmark Road Suite Z02 Avon,CO 81620 ��� ��1•i� � � �/ � M A P �t�R General Contract or Developer Civil Enfe�ncer• �4 PART �� L..C�T � t V L�� � �� � CERTTFICATE OF DEDICATIQN AND OWNERSf�TP LandacapeArch�tectnre: vAg,In�. Know all men by these pzesents that Bell Tower AssociaCes, Ltd. , an Oklahoma lzmxt�d (970)949.7034 �t artnershi be�n awner in fee szm le af all that real Strucmra�En�neermg: VA! � V I �L AG E � � �� ��� 1 �1 p P' 9 p praperty situated �.n th� Monro�Newel Engineers Tawn of Vail, Eag2e County, Colorado� described as fallows: (303)623.4927 T�IIVN �F VAlL+� ��� �� ��VI �1 1 �! �������� Tha� part of Lot a, Black 5-B, Vail V�llage, Fzrst Fa.ling, aeeording to the map MechamcaUElectricalEnemeenng• th�reaf recorded in the o�fice nf the Eag1e County, Colorado, Clerk and Recorder, BeadinGanzeEngineers described as follows: (970)949.b108 Matenals Scienhst• �Jn Beginn2ng at the northwesterly corn�r of saad Lot a; thence N66°16'a0"� 1].1.45 feet, - � TQWN �F VH) L � along the northerly lin2 of sas.d Lat a, thence, depaztxng said northerly lin�, A PART Q�' L� 1 Q S85°15'S2"E 126.69 feet' to the northwesterly corner af Condominium Map for Gore Creek Piaza Building, accardzng to Che condomznium map th�reof recorcled in the offzce af the Eagie County, Colorado, Clerk and Ftecarder; th�nce the foilow�.ng twa S� - _ , _ _ _ ___ _ _._.� ___.,.....�a.u���es alox�g _�,he-,northerly and easteriy 1-�.nes o:f said Candominzum Map €or Gaz�° ' "" --___ _ _ ____ _ _ � _ _. _ _ _ ._ ___.�..,..._ _._� __ ...____ _ ___ _ ..__._ __ __._,...__. _ _ _ _ _ _ _ .._ ._____ __.. __.. ____ w _ .____ __ _�_ _ __�_ ,�._ _ .� _ . � _ �� __._..__,.__... _.... ._ _ _ _�_ __.,. .._ ._.. __ __ Creek rilaza Building; t1?N79°17�OC1°E 63.41 fe�t; (2y S10a93'00"E 7.50 feet, to th�: N E PR�PERTY CORt3�R True Point of Beginning; thence, continuing along said easterly lane, S10°43'40"G 60RE CREBK PL.AZA �'� _�w� 9'7.00 feet ta i.}ie aartherly r�.ghL-of-way line for Gore Creek DrxtFe; Lhenc�, !26 64',� BU(LOING � '�� �``� ��� SET'X' Int PAVERS departing said easterly Iine, the following �wo courses alang said norther].y N66°�B�00'�E S85°i5'52 E --��''"��f � 41•� r�.qht-of-way la.ne (1) N7�°17'00"E 39.50 feet; (2} 2�,51 feet al.ong tihe arc a£ a ii� 45' � 6'3 41 ' "^� � o +QQ"1(�! curve ta the rzght, having a radaus of 622,79 feet, a centiral angl� of 02°42'S4", �( � �79o��'OQ E 0 �$ �9 �? ,.�. 2 and a chord that bears N80°38'27"E 29.51 feet; thence, c3eparting said northerly p , riqht-af-way lirie, N10°93'0�"W 63.OQ feet; thence 579°I7'00"F1 4.�Q feet; thence TRUE P.O.B. ,r---- L.C.E. PATlO ,4 � � N10°43'00"W 12.7], feet; thence S79°27'UO"W 24.n0 feet; th�nce IVId°43'00"W 22.00 UNIT G-t W � , feet; th�nce S79°17'00"W 41.00 Eeet to the True Poant of Begzn��a.ng, conta�.ning 0.14 � o o a_ ' acres, mare or less. �, P0.6 SET�X� !N PLANTER WALL (� N�M1I CORNER pF LQT a, BLK 5-B �' SEi' PIN 8 CAP L S 23506 vAi� vtl.t.AGE, �IRST F!LlNf �,p 37' �' � � � SET � does hereby aertzfy that fihis "Condom�.na.um Ntag �Eor IIell �ower Condomin�.ums" �.s filed �- 24.�� t�� CNtSER.EO X ' in conjunctian w�th the Condomina.um Declarataon for Bell Ta�✓er Condamina.ums recordec� N_ cJ, 79° `���Q ��F N �0°43��O�f W �.n Book at Page in �he o£fice ot the Eagle Counzy, Colarado. Clerk and �� t2,'T� Recorder. and does hereby submit fi.he above described zeai properi:y to the pravzsions � 1 a t8 2 9�. af saa.d Condomznium Declara�ion. � a� '�- G.C.E. �y SET�PK'NAI�. o � u Execnted this da o� ��G��LG�t�c.�' A.D., 1989. O .� r �• ��� S 79 !7 00 W � , a'� ` 4.�d� � ��5' 4.C.E. MECHANICAL AND SET CMtSELEO 'X' OWNER: Bell Tower Associates, � t!� STORAGE� UN!T C-t ��d•' an Oklahoma iimited partnershi� � p CUNDER G.G.E. STAIR; SfE VIEW XX� SHEET 2 OF 3) 300 CrCSCenf COUrt ^ a �, 7tb Fidor . ���w..� � � � -,,., �. l.C. EN7RY UNt7 C°3 8 C-4 ,(j,.c'L� i��`'^��'T,�,_ .�► , Oailos. T 75 i W_ G.0 E OUTLINE OF 5TAlR ABOVE L.C.E. p MECHAIUICAL AFlD $TORAGE, UIVIT C'I *ii;; ¢i��kr��qky�'Ra�k$ Ys9�/; -----•. p t� .� $op �,'rr• {„a; °'.;, Clark S. Willingh m, General Partnez � � rn '�`- � � 0 STATE OP �n t�F"�G(Cl ? rtu `' . •w °� t ^,� O •� ��O �'�` �� � r~ �S,�. S:, r3?�•r:,5y r:'•3 y E�� Io U COUNTY OF L:-G,�/ ) "°.t'+�' '"�K'. '�`„��~+'.��` O A � + � 4�.0 ,: .i��+'�`4+eua+r�:w'•����� � 'Y ,��.�,,.�+ �r' �� � •----• � � 'c�n '�ne foregoing instrument was a d"ed before me this � _��day of � �l�;rrY- , � cr, L C.E. MECHANtCA� aND ST�RAGE. UNiT C-1 4 � A.D., 1989, by Clark S. WiZlin�� � Generai Partner af I3e1]. Tawer Associates, � r "' Ltd., an Oklahama 2imited partnership. � � ,� GOR E C R E E K ,�{�.o � � PL A ZA � L C E.STAtR UNIT C-f �- t+t � � � My Commission expires: �-j'� _jqf.k J � � � ,p,, FOUR STORY BUIL.UtNG Wa.tness my hand and seal, � � �� � �O � /' ` ° ��-- BU{ L D I N G ( TOW N 0�' VA I L ) No�ary Pu��z� �`�� f.. � � � G.C.E. 4 4' W wA�� A PART QF L 0 T Q Address: .�;� � � ��, � -- � .; �,�� r;-- f�� �" � .� �' QUTIiNE OF BUILDiNG ` � a' '`,� (EOGE OF STAIRS F�LI.OW � � � "�' AT GRAOE � PROPERTY L1NE) � O 2 5 m TIT�.,E CERT�PTCAT� � � � �_ L.G.E. ENTRY UNtT C-2 cs lG E. S70RAGE UNIT G-t O O U'. SURVEYOR'S CERTIFIGATE I,and Tit2e Guarantee Company do�s herc�by certify r.hat the Litie to all. lands sho�dn � C� �•7� "' upon this condom2nYUm map ttas been exam�.itied and ls v�sted in 8eli Tpw�r Associates, � � Ltd. , an O}clahama 3.imited artnershi , ;�nd th�t t�tl�, to such l�nds xs free �nc� O � ��� � y I do hereby certify that I am d registered Land Surveyor izcens�d under the laws af � p �24 GC,E. Sl'AJR SECDND FLOOR � G.C.E. PLANTER the State of Colorario, that this condornai�ium map is true, carrect anct comp}.ete as cleaz' of al1 lzens and �ncumk�rances, exce�t as follows: � � -'' {G C E sELOw) � � iaid out, platted, dedicated and showrt hereon, that such condomin�um map was made �� . �,y` co �„„,....-� fram an accurate survey af said property by me and uttder my supervision and ��ed df Trust recorded July Z, 1979, in F3ook 287 a� Page 592. Assignme��i af Rents � a,, � 'a. � correctly shows the hor�.zon'tal and ver��ca2 2oca�ion and dimenszons of �he bua,lding reeorded July 2, I979, in Rook 287 <3t Page 593. Cantinuatian of Lien Ac3reement 5•� ;D, �� �..C.E, EN7RY SET CFilSELEO 'X' �,�.----•-�" aonta�.ning the condamanzum units, the c�ndaminium units, parcels and easements of zECOrded March 29, 1985, �n I304IC 410 at �ag� 6. D�ed of Trust� recorded June 7.0, � .� Z f�, UN17 C-1 �---" said aondominium map, and the parcel is staked upon the ground .�n compliance wath 1`�8�� �.n Book �464 at pac�e 125. "�' �� � ' �r appl.icabl� regulat�.ans gov�rning �.hs suksdivision of 1and. �' y ��mi_�� L G E. STORAG E UN1T R-1 �,�,.►�+t��il���� D3t�d th2s �da of L? , A.U. , 198$. � (G C E STAIR A84VE } �t t...� �� � ^' , G.C.E. { zn witness thereaf I have set my hand and sea2 this ��- day af ,� t� '�. , a' p� G C E STAtR gA.Q „� PLAIVTER � A.I}., 1989, ��'� `� .•''G►STER°� '. �ar�r3 Tztla Uuarantee Campany . �_ SET�PK NAIi. o ` �`?`�����' '�o': 'yL Bo� 357 �, � �0��� L.�,E. FA3(O g.5 „r..s w ; ' w Va:�l CO 81658 (EDGE OF STAIRS FOLLt�W a� �73° l� , uNt� c-� ---' p= Q2°4 'S4" � � " � �� _�= � PRAPERTY LtNE} ��.�. 39•5� 3' � � 3�• R= 622.7 Dannie Caxcaran ;��',�:.�,a, cS���3 : ' G�' ` {S n turc 3 t Colorado L.S. �t lh_'�'� "Q °��s;;��•°' ` ( _,,,�J t,,,� 1 r..►„"""' F'ND :� d� , PLANTER L= 29. 'rJ� R_ ., �' �. °° Q.Q~ �. �t„��. �....... ���SE�.�n�X�., �3.�� __ - -cH =�► sap�a 7��E �.,,��¢F�oLO�,,,�� � � � --"'` t IIH�rfi� L--°� �9.�� TEE= S 29°50�24��E ,464 35i ��+t �� � � 1nt ri�m� tt t�tl���� Revisions: _ � �� � (�, ,`````,�tplttisil�fiil��VING ALIMFNISTRA�'UR C�RTIFICATE � ,� � � �` ����F�,ff��ff` 0 ,`�ifQp4900GOpa� f �� Q {8AS1S �F BEARlNGS) � D° 2�s %�ondomzn�.um map is h�reby �pprovect by the Tc,��rr of V�il. 2oninq Admxnis�.rator � � � c ���� 5$9°44�W /( NW lJt6 CORNER SECTfQN 7 � $ t�ha.°� � day of --l.ti,..�v�� p A.D. � 1�OJ. L� O��,,,, "� {�-'--*^"8 Y i IV F� C RF' L,5 16 F}L f 6RQ5S CAP MQNRIMENT yl �c�v � � �. � `' 0 u tV I/#6 CQRNER SE�T10N 78�8 =.. o� A�t�st: t_ /Jr1 Q � !/ � iI P r J I `} / I�<i o�`�er- -n ��� ` .% � _..�� =. f�J,+ L'y�,,°.�"';-`' r "�r,.;;.,,..,it,�'?' n C�.erk � 2oni AdminasLrat _ .____ ` �o-rE s� Town of Vail, Colorado Town of Va�.1, C�Lc� ado � -�-,_, 1. DATE QF SURVEY= FEBRUARY, 198� °''"� , 2. EL.EVA7ltJNS EASEd QN UPPER E�#GI.E VALLEY e�RTIFTCATE QF m�x�s �A�� SANITATI4N DtSTRICT SEWER AS-BIIILT$ 3�, t1�e undersigned, d� hereby cex�ify thae �he eritzr� amount af �axes due arid payabie as af �` . ugon alZ parceZs of re�i estate � S 3. G.C.E.- GENERA� C4NSMON ELENIENT "� 4. L..C.E.- L!MlTED CCIMMQN ELEMENT deserzt��c� on �his eGndom�niu�n map are pazd �.n fnl l. 'r'(� �,� .,�_ Da�ed this day of , N�p, � Iggg. Issue Dates: � ,�,�� � _ -5 hlQ�U�V4��iTATfON AS fND1CATEa. � ��T��� � 6. BEARtNGS ARE BASED O(� TNE SOUTM LlNE OF TNE "E" 1 1.O s.�7:.A p p.I'o r y a r i a n c e ,�E„ 03.11.0�:75�/0�D �,o�r,����v�s ��.,,,,,�� N W I/4 N W I J4 OF �ECTlO N 7 BEiNG S B9°44`W. ( SEE DRA W I N C� � , �reasurer o� �:aglF �r�un�.y, ��iorado "G" 03.2i�.(?�3: ��3�'ricin� „H„ 03.2c�.03: 35°l0 �I) 11 Tft Q`t�Lt)sVt7:rY T.�li ii➢,,�7���9 � ,�t� ""�-�....,.,,� CLEFtiC AIVD RECORD�R°S CE12TI�ICATE "`K" U�1�,0�: 95°tl��D ,�r � Thzs condamina.um map �aas filed Por record kn Lhc offa�c� �f the C].erk anc� Reca�'der on � � e , Sheet Tifle: thas day of , A.D., 1��9, ac o c.Iock M. ' Recoxded under Reception No, in Book at Page � � � ��f� � '�`�' Q' 5' 10' 20� CQndamzns.um Declaration recorded xn Hook _Y____ at Page SCALE �'� = !0` NOTICE: Cleric and R�cord�� , 'W � w � According to Color�do 1aw you must commenc� any legal ac�ion baspt� upon any d�fect �agl.e County, Calorada in th�.s sur��y wxthin thre� years after you f2zst discover such defect. 3n r�a event, a.. Sui �' ey �����,,�.�..�,,. ���, may �ny act�.an based upon any clefect in this survey be aommenced more than ten yeazs BY: . froFn the date of the certxficata.or� shown hereon. ��Pa�Y EAGLE VALLEY SURVEYING iMC., 953 S. FR�NTAGE RD. 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I� DIM�NSIONS NOT �XCx. �IRE PLAGE ����,��•�1'��; ��% �� 0 i PROVfD�D A7" pOORS 38 NICsN f�00� i�� AC 2 1� a -o � l � � 4�3 � % G�NT�R DOORS fN Sf�,4C� "G"43.20.03: SD�'ricin� I ALfC�1�1 C�NTER OPPOSfNCz 0 R 03.2R,��$:2�/aDD ' � I DOORS „d„0�.2�.Q�:`i'ECH RE�TIE� � � � � ��K"{i5.34.U8:95°la CD i 5 GENTER SINKS ON ss LIN� O� UJP D�CK I I ABOV� „�,,� 0�.01.0�:g$°lo CD CABINETRI' UNLESS ��j��(�,�� �j�fi�� SheetTitle: �� i i i OtN�RU11S� NOt�D ,o RIDC-cE BE/�M OF C-sABLE _ _ _ I C�UJB TO B� (��MOv�U � B€YOND — - - - - - - - - 6 ± L�vELS � ,�LL fNT�RIOR � CONSU�TfNGGc - � �- � i � i i fNt�RfOR DOORS MAfN ENCzIN��RS TO B� NOTI�f�D � L i i i ��v�� �'3" ±L�V�LS � aLL IN ORDER TO GONDUGt 4, G�f�IN�z Proposed - - � � �., � fNTERfOR LOFT LEVEL C'8" Sffi� fN�if��CfifON f�i�l0(� fi0 C��OP� 11J/ ROO�) % _ � , � FU�� D�MO • , o000 � Q � Exterlor / _ �� � ��OOi� I�(�AIN � CUSTOI"C 4z �fN� O� f�00� ��YONI� - � _ � � _ � ' � i � � SNOIU�R fS TRENCN, FULL 2 ,4�� DIM�NSIONS NOfi�D O ��� - y' � i SNOUJ�R WfDTH, TIC-cNT TO ,QRE �PPROXIr'L�TE B�S�D Elevations �� I �j / �� BAGK UlA��, U11t1-4 ��NGI-� ,4� CLO�EL1' A� PO�SfBL� 43 fZOUND COPPE2 � � i % ABOv� AN[� ��003� Sl���fi ON �X15fifN�s CONT�f�fONS D OUJNSPOUT _ _ _ - _ - � - � � DRAININGG� �'�a" P�R I'-�" AI�I� DIM�NSIONS TO �� - i , V�RI�I�D IN FfELD =r�' �'=' i "`:' =�:' 44 NA�� �Ol�N9 COPP�R i - ��, � �� i i i?, , y" i 8. i��v�S�I� t�00f� s -�; � �h- jr , � i �hk � ��e;� � � WfNDOUJ SCN�DI���S AR� �. 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POSSI�LE R�-U5� 25 Y�RI�Y ALL LOGATIONS AND � I SIZES O� EXNAUS7 ; �� � APPIZOXIMAt� �INE O� _ I � Y�NTS WITI-I MEP � ROOF ABOV� CivlEn�neer _ - � GOLUMNS t0 8� � ; I SPECIFIED, ASSUME I/o LandscapeArehrtecfire: I I , I i D f A. UJOOD VAg,Inc. � / � I �o StinMural En�n�nng: , �_�,,.�°� I � ATTAfN MIN SLOPE , I Monroe-Newel Engineers � i ; � (��P RB DA�pRPROOF '/� (303)623.4927 ��� ' I SSUED B1' ------ MechamcaUElectncal Enfe�eermg: , _ _ � _ _ _ � _ _ _ _ _ _ _ _ _ _ _ T/O PL.1' '� 1.1 Beadin Ganze Engineers � - � - - - - - � - - - - � - i - - - - - - - - - i ; i 8185�-m�� �±124�-1m�i2��� (EXISTINCx) (970)949.6108 � � �� �� �� �� � � � � � � � � � � � � �� LW CONCf@�TE PAV�f� Matenalsscientist: � UJORK LIM17 LIN� IN SAND BASE UJ/ _ � i i � � NOW EL TSYSTEMD I - - - I I - - - - - - - - , - - - - - - - - - - - ,z PLANT�R O��Q � ���� lo�'� i i � I ,3 V f�. THAT DIM C�NTER � ���� �Q I I � � BI�LOW ON LUINDOUJ �as��l'� � ; � il� u� �� � � � I XfSTfNCs TO R�MAIN � l �-�Q�� �{ I I � , ,4 E / � � o �� - - - - � - - - - - - - - � - - - - - - - - - - - - - - - - - '- - - - - - - - - - - MATGI-� EXISTINCs ��`SE� t����j� - � � � 15 � a .�.��� 0 , � � �- z�8 76 �XfStfNCx ROO� S�LOLU , ( I I � i i - - - - � - - - - - - - „ �o" CsUTT�i� ��z ROUND - - - - - - i � - _ -- _ �� I � � _ � I I I - i ,e EL�CTRIC SNOIU MEL7 SYST�M � � I - - - _ � o � I _ ,9 NEUJ GNIMNEY GaP i , ' � ,' _ � _ _ _ _ _ _ _ _ _ zo NATURAL TI1"IB�R I I ,� \ - - - - - _ �=, _, = - - - - _ - - - - - - - - - _ - - - - - _ �_ _ _ _ _ _ _ _ _ _ COLUI"�N TO MAtCN � - - - - - - - - � - - - � � - _ _ _ 27 1�lATURAL TIMB�R � � I COLUMN FINfSN TO i i � _ - - - _ _ _ _ � - _ _ _ _ _ MATGI-E TIMBER AT BELL � � - - - - �, � - - � - - - - - --� - - - TOUJER •�M - - - - - - - - - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O � — - -1-- — — — — — — L — � — — — — — — — — — — — — — — — — — — — � — — — — — �— - — — — - - 22 TOWER ROO� �XfS71NC� O - - - - I �� - I I , z3 �ASG1,4 �/ARIES P�R I i i � i i i - � PITCN O 4� "'� ` 24 PATCI-E AND REPAIR � � I I � � i i � � STUGGO AS REQl11RED � � �"'� �� O I I - - - - - - - - - - � z5 CxABLE �aSCIA � � � — — — — — — — �— — — — — — — — — — — —r — — � — — — — — — — — — — — — — — — — — — — — � — T � � � ~ I I � I I I i i ��Ct ���` / J��lO�l 26 EXfSTfNCx TO R�M,41N IF � � 7 I �� f`''t � `� PRAGTICAL g �EASfBL� � I I I I � g NOT TO BE REMOvED � O �/�" - �' UJ/O APPROVAL OF � � A42 ARCNITEGT � 1 � p G S a3 i A�� PR�-MANU�AGTURED, 2 PR�-IUEATN�R�D 27 R�MO�/E �XISTfNCY � GOPPER CAP TBD I � , za PRESERvE EXISTINCs � O HEAV1' DUTY, ORN,4MENT,4L, i � � GUSTOM FABRIGATED VALLEY I SNOUJ Cs,4URD5 TO BE TRII"f DECORAT101�1 FOR �� RE-INSTALLAT I ON '�� INSTALLED FALL 2mm8 �� 42 R1 � � 28 � 2s NEUJ DORMER ROO� � i i � � 3o C�G TO PROTECT 8/OR - - _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ T.O. 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WOOD DECK TO 43 , � , � �/ �� � ,'�, �`� \ i BO� RMAT ON O�N � �, � �, �\ i �\ �� �\ � , � 0 �, �\ �� �\ i � ,('2) 2' 'x�'0�� � ,('2) 2' xb'0�� � I ,P�Z) 2' x5'm°� ,l'2) 2' x5'�°� \` �� �� � � � � , STRUCTURAL C,4PAG17`r 43 TO AGCOMODATE STON� � i � � i I \ \ \ \ � \ , f i W/ F�,4DfANT N€AT � � � � � � � � � � . r . . \ \�. �'� \�. �'� �� ; �. �' �� �� i �� �, �\ �, �\ i I 35 R�MAIN OP�RABL� � i i �/� � i �—� �� � T/O PLY a L1 GON�7(�UGTf01�1 _ _ _ _ _ I i _ _ _ L _ _ _ _ _ _ � ■— — -- .— — — — — — _— — — — — — - - - - � 818�'-m" �*-12�'-1��i2��� lEXfSTINC�> 3s LIN� O� CLC: A�OV� �a�1�1�I�A� NOT�� Issuevates: I � � � � � � �� � 3, NEUJ T+-#IN STONE FAGE � � UJORK LIMIT L(NE 4. I� DfM�NSIONS NOT OEX� �IRE PLACE ���}t g�•05.47:�Op�.for��riance PROVfD�D AT DOORS � 03.11.�9Fi:7�/�SI) / � , ' C�N'��R UOORS fN Sf AG� ,��n t33.2{}.0�: �D'�riCinm ,4LfC�i�l C�NTER OPPOSfNC� 3a NICsN ROO� R� Arv.2 nx,+�i3.2�.�)�:25o/n D�3 � DOORS nJ„ 0�.2�.0�:`��+�$l€�F+��iE�' � / 39 ���� Q� �P ���K tt�3t�J.��,��: ����U L� \\ � . / i � 5. 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OUT WI7H EXIS71NCs EX7. � WA�� lT0 REMAIN) Architects & Planners � Q AL f CsN CENtER OF post oit'ice Boa 1734 COLUMN ON EXISTINGc vsa co s�6ss.1�3a BEAM � GOLUMN LINE (970)949.7034 O BUI�.T IN OUTDOO(Z faz:(970)949.8134 e email:general@vagarch►tects.com Kf 7CI-IEN � 90 Benchmark Road Suite 202 Q REMOI/E AND STORE A�oo,co si62o RA�TER 7�41LS FOR POSSIBL.E RE-uSE GeneralContractorDeveloper• O ,4PPROX(MA7E L INE OF C�vil Eneineer: ROOF AB01/E 0 coLUrtr�s to aE - SP�CIFIED, ASSLIME 16 LaadscapeArch�tecture: D IA. UJOOD VAg,Inc. _ (970)949.7034 �� ATTAIN MIN. SLOP� StructuralEnemeerme: REQ'D BY UJA7�RPROOF Monroe-Newel Engineers REPORT D.4TED ------ (303)623.4927 MechsnicaUElectr►csl Eneineerin� ISSUED BY ------ Beadin Ganze Engineers (970)949.6108 �� STONE DEGK W/ Materials Scientist: MOfSTURE AGtUATED - SNOW MELT SYS7EM - 1z PLANTER S,`Q.� . �4� » V.fF, tH.4t DIM. CENtER '�`ry� � � � �� G B ,,q WINDOW ON WINDOW �a��;e� � � aas 2 BELOW � ��r� " , x F�`r�i�����iR � � _ _ _ _ _ _ � x �+ EXIStINCx t0 R�MAIN �� �-3Q�7 � 4� 42 �F ''� I `J ' � � � � � , 15 M�1TGN EXIStINCs '�s�r� A�C���`� x � - - -I— - - x � � I I 16 EXISTINCx RoOF BELOW , ♦ � � � ( � I , � i SLOPE I:I � � I ,� 6" CsU77ER ��z ROUNp I I ' % %.% - � � _ _ _ _ _ I _ I_ _ I T.O. PLl' � RIDC�E ,a ELECTRIC SNOW MELT �y , ' /'/'/ \\```\` - - - I ' - - - - - - - - -I CMATGI-I EX S'TINCx) SYStEM - - ����� ,,,-' '�,,, \ ��, ,\ -�—-—�-- - - - - - - - - - � - - � 1 , ' �' � ' , � t � p'� 1 � ,,, ' UPStAIRS � �,, �� ,, T.O. FASG1,4 ,a NEW GNII'1NE1' G.4P OFFfCE t� �-�° O � � ,-''���' � 201 \`\ �' `\`� ,, I � � 2o NA7URA� TIMBER ; I ,,,,,-'�� \'���, ���,,, � � � �9 CO�UMN TO M�4TCN � I y_L'.7"'"r..fr:1' j���`t4+� � ' ''// '��� �\ ```\ \ � st Cyl+`.Y„'1 i�=%4'�.,�� / I � � � � �� , , o 0 0 \ 2, NAtURAL TIMBER � � ,,-'�� � COLUMN �INISH t0 � � , '� ' MAtGI-{ TIMBER A7 BELL ------ -- ------ -- ------ � � t/O PL1' � L2 towER � .� i - - - - - - - ------- '� - - - - - - - � - - - t133'-6�/2" sz TOUJER ROOF EXISTING� O � I � i i O � CzRE t Ql 23 FASGIA YARfES PER �� RO M O OFFICE O 10 � BEDROOM �1 I I _ PITCH � ' • 106 116 ENtRY � � DEGK � -�' s+ PATGH AND REPAIR � r� DEGK - - - S7UGG0 AS R�QUfRED � � � I � I � i I Q CxAB�E ��4SCIA •� � � � � i � , � � � ♦ � ' � � V - --------------- -- -------- ------ _ T/O PL1' � L1 „ -- --------------------- ------- ---- -- - ---------------------- ---- - �_ � � j t12�'-1(d�iz" 2s EXISTINC-c TO REMAIN I� •'� � ^ ���1��i I CEXIStINC�) PRAGTIGAL � �EASfBLE � � I i � NOT TO BE REMOVED � � - -- - -- - — - - 1- - � - -- -- ----- �- -�--- -------- -- ----------- ---� \ /---�-----� -- ----- -- - - - - - -�- - -- � W/O APPROVAL OF � O , v `` x - ----- -- - — -- --- — — ---- - - - - ----- Q ARCHITEGT � I �I— � I x � I i i i i i � � I x I I I I z� REMOVE EXIStfNCx � � 28 PRESERVE EXISTINCx � O tRIM DECORATION �OR RE-INS7ALLATION �� � �� 29 NEU1 DORMER ROO� � O Cx.C. TO PR07ECt �/OR � REM01/E DECK, RAIL, # PLANTER FOR � - RE-INSTALL � � �O��� I 1.F� I�f�k� S�C I I O� 37 L ME O� ROOF ,4BOYE � ���'�� _ �� 32 MANTEL SELOW 2 1 A�2 a�s 33 REMOVE EXISTINCx PLANTERS � SNUTtERS Revisions: W/O DAMACsE � STORE ,a, � G p � �OR POSSIB�.E Qi 05.23.08 RE-IN57ALL � NEW ^ CON9TRUCT I OM L� � O TEMP. WOOD DECK 70 Q � � � i i CON�RMA7�IONUOF N � ( I I X � � 42 StRUGTURA� CAPACITI' Q x I I 70 ACGOMODAtE STON � � � i i W/ RADIANt HE�4T. I I I ' - - - - - - - - - - - - - - - - - - - - / I 35 EXISTINCx �LUE 70 7.0. PLY � RIDCxE O�M,41N OPFRAB�E - - � - - - - - t1�3 I�a II � I � I`\\`���� - � � (MAtCH EXISTINCs) G NS7Rl1CTION I I �'��, i ,, \ - - - - - - - - - �'- � '�� �LAT SEAM GO ER 's � ' � �� i T.O. �ASCIA i i i '�� � �� ROOF � W LfNE O� CLCs. ABOVE ( I x � � `\�� �,,,\ SEYO x _ t141'-7�z�� x � i O\\``\\\�'�� '— � — — � x �n � 37 N W StON F�4G � X Issue Dates: i �� — -r � _ � Ii OOT"P�� \��'� i � �p E E E E Gz. x i , BEDR , �, � , �I X � I � i i 206 �'� �' � RE PLACE 6, ....,,. ,';� :� " I � — — — — — — � I - � o � X� �, � MAIN AIN ANC=LE � Ys. ,'..,,,,'',';%- Q<•� /,. � _, � � ,`\ .,. ,f ys;,;, ::,, Y:;;;;;€; i � � x 1 FAS 1,4 BELOW E1'EBROW .s�,y � i � I I I I I I I 38 H I H OOF � � s.� � �� ' ( � ' � \_� i i Cx R RE: A62 � . .,..< .,,. f:,�;F.�s;/ , I I f <.�� %6,�r,u"�;`e�i� i�%i's,t3�s:,. ' — i � 39 1�<s�f .li<�3.'f"' `/j <'r,< 1 I � I ` O .i.:, G�.°'s•n ii:.2 I LIN� OF WP DEGK �- � � I i i i , ,...�.,;.5;�; �'�;�:;%, ;%�;`%;s;�: � i I � ' ` � � � � � 1 - �'� �- - ' - - - - - T.O PL1' � L2 ,aBOVE ,:,- ,...,�;.-,%n�,°'y ,`' f133'-6 z�� O <, ,s;i;-" f`;:�;i��>;�°4� I ' `— ' O , �o .:;s...s ,�,_. ...�� � � I G��N�RAL 1�107�5 RIDCsE BEAM OF CxABLE S6eet Title: i � i ♦ � i B YO D — — — — � I � I F,4MILY ---_ � 1. CxWB TO BE REMOYED g +, ROOM KITGHEN PANTRY MUD 7EM LATE PROFILE � INTERIOR 4 GONSU�tINCx CEILINCs ROOM FNC�INEERS t0 BE N071�IED i � � 110 110 � 101 FOR H'OU DER � U7ILIZE � IN ORDER TO GONDUCT Sit �SLOPE W/ ROOF) � INSPEGTION PRIOR t0 �ULL 42 � � 0 0 0 o i i i i i �V i � i i ° i DEMO O L INE O� ROO� BEl'OND � � � � � �J �J ; ; , , o Building i � � ` I i � i i i i i 2. ALL DIMENSIONS NOTED • i i i i i i , DOWNSPOUT ---------------------------- i i i i i i � ARE APPROXIMATE BASED Sections - ---- �---------�-----� ----------� - � � — T.O. PLY � L1 AS GLOS�LI' ,4S POSSISLE Q � / --- -- ----------- ---- ----------- ---- ------- ---- i f12�'-l0�iz" ON EXISTINCx GONDItIONS. CsUTTER RE: A23 � - - - - - - � � CEXIS7INC�) vERIDI�MENN IOE�DO B� 45 --�-- - -- `-- — ---- - -------- -- — ------------- - - - - ---- ------ --- SNOU�ENGE ♦� ,� \ � 3. WHERE E1/ER GABINETRI' +s ` - I I IS OPEN SELOW F�OOR O IF �EASIBLE .4ND Project No: SYSTEM HAS YET .B.D I I GTf A MAINTAIN i � X FINISI-{ 70 RUN UNDERNEAtI-I PRA G L, x I I WA7ERPROOFIN�s. APPL 27OH.00 I I �INSfN Sl'StEM OvER ����I��.F� �I�lf-�k� �7�����I� 0 2' �' S' Sheet No: 1 „��� _ ,� S�A�E: �,{�� _ ��_m�� A4. 1 _ �20�6 VA [nc Aichrtects&Planners K 1� NOt S N � � E LE E D O DECORATIYE BRASS DRAIN GOVERS O PEAGOCK PAI/ER NEATED FLOOR SYStEM Q MAINTAfN SIMILAR ROOF — OVERF-{ANCz A7 WESt ` ' SIDE OF DECK, APRO. 5" Y.IF. Q ALICxN NEW ROOF CUt VAg, Inc. OU7 WITH EXIS7INC� EXT. WALL lT0 REMAIN) Architects &Planners Q AL ICsN GEN7ER OF Post ott'ice sog 1734 � GOLl1MN ON EXIS7fNCs vsu co ai6ss.1734 BEAM 4 COLUMN LINE (970)949.7034 � BUILT IN OUTDOOR faa:(970)949.8134 email:general@vagarchitects.com KItGNEN 90 Benchmark Rosd Suite 202 Q REMOI/E AND STORE A�oo,co si62o RA�7ER 7AILS �OR General Contract or Develover: POSSfBLE RE-USE � - i iQ APPROXIMAtE L INE OF C�v�Ene�neer: i ROOF ABOYE _ i ; Q coLUrn�s 70 �E - � i SPEGIFIED, S 6 Landscape Archrtecture: i DIA. 1U00D VAg,Inc. i i ( 70) 49.70 . i • �� A7TAIN MIN. S�OPF StructuralEnp,�neerin�: i Monroe-Newel Engineers i REQ'D Bl' WATERPROOF (303)623.4927 2 i ' REPORT DAT�D ------ , ISSUED BY ------ MechanicaUElectncal Engineenng: �.I i A�,) Beadin Ganze Engineers i i (970)949.6108 � �� S70NE DEGK UJ/ Materials Scientist: i MOISTURE AGTUATED - 6 5 4 ; 3 2 1 SNOW MELt SYStEM - i i i i 1z PLANTER .._� � � � � � � � �'� -�E o�s�b . I i � � ( i I I I 13 WINDOW ONDWINDOW ER �'�� S�� 1��� i i i i i i i BELOW t � �f�,.p6�e� .�� i - ���`�.ry;{xs� � � I I - ' - I i I I I �+ EXISTINCs 70 REMAIN � �t�t�j �a ` � - - - - - - - - - � T.O. PLY g RIDCxF .. ' �d�,�-;�� � � - - - - - - - t1�3'-l�ia�� 15 MA7GH EXISTINC� ���_ �i'o,,� '` � AtCH ExIStINC�) - J n s�, � �� A�C�i'���, � � � � 0 , I ,B EXISTINCx ROOF BELOW i SAtHROOM I � EDROOM = » 6" CzUtT� �� ROUND 213 � i 211 � � � O R � � ' MEGI-1,4NIC,4L a, �e ��,�CTRIC SNOW MELT �� I I i ! ATTIC O Sl'St M � i ° i i i 214 41 E � _ � -- � ._. i �9 N�W GHIMNEI' GAP O i 1 I I ------ ---------- ------ ----- -- --' - ------- -- --- --- - - - - - - - - - - - - - T/O PLY � L2 so NATURAL t(MBER - - - - - t133'-ro��z�� COLUMN TO MATGN � i i �i i i i i Q z, NA7URAL TIMBER � I ' Bq�7 ROOM COLUMN �INISH TO � � SED 001"I i KItG EN MATCN TIl`"BER AT BELL � 116 � i � ���' �� �p TOWER I i I ap � •~ 0 0 o i ° 22 tOWER ROOF EXISTINCs O � , � � � A � I i I z3 �ASCfA YARIES PER �� ----- ------ ' -' -- ------'- --\\�___=====J�- ------ -- ------- ---- -- ----- ----- --- --- -� - - - - - - T/O PL1' � LI PI7CN � � - - - - - - - � � � 2�� � t124 -1m� � CEXIStINCs) 24 S UGCO AS REG2UIRED � � � � � � � � � � � I i � 2s CxABLE �ASCfA •� � � I I I � I i i i i i � � U i I � I � I I ( ze EXISTINCx 70 i�EMAIN I� � � � � � PRAGTICAL � �EASIBLE r�� � � � i � � � I I �I �I E NOT TO BE REMOV�D � � I� I I � I I ( �O����l�F� �I�1�� S�C��OI V ARGHP�GOYAL OF � O � � � � � � � � 1/�" = 1' � � � I I I � I I I 2� �MO,� EXIStIN� , , � � , , , , o , Z8 P�s�Rv� Exisrir�� � � tRIM DECORATION FOR � O i RE-INS7ALLATION �y � i i ��y ' i 2 29 NEU1 DORMER ROO� � , i �'44'� i '�"� O Cs.C. TO PROTEGT �/OR i REM01/E DEGK, R41L, � i PLANTER FOR � 1 2 3 i -0� 5 6 I RE-INS7ALL � i i 31 L INE OF ROOF ,4BOYE � i i i i i i i I I I ' I � � I I 32 M�NtE� BELO� _ � . � � � i � � I 33 REMOVE EXIS71NCs , I I ( � I I I PLANTERS � SHUttERS Revisions: _ _ _ _ _ _ i _ t i i i _ - i i _ _ _ _ 7.0. PLY g RIDGsE FoR P S BLE St�� Qt 05.23.08 � t1�3'-I�i¢" RE-fNSTALL g NEW Q �J u u u i �J � �J � � l CMAtCN EXIStINCx) CONSTRUGtION , � � � � a � Q O TEMP. 1U00D DECK 70 Q I � E3E REM0I/ED UPON Q � ❑ � � � � � � i UPSTAIRS ' CON�IRMA710N OF I i i OFFIGE � '" STRUGTURAL GAP�4GItY Q Z01 -_ — � t0 AGGOMODAT� 570N � i � - � � a' W/ RADIAN7 1-IE,4t. i i i f - - � ' i i � - � ~ _ �----�� _ 35 EXIS71NCx FLUE TO - REMAIN OPERABLE -- — - � i TNROUCsHOU7 - - - - - - - - t/O PLY � L2 coNSTRUCYIOr� - - - - - - - - I _ _ _ _ _ : -_ - : _- --- - - t133'-6�iz�� 36 i i i ' ' LINE O� GLCs. ABOVE i - � I � I - - � 37 NEW STONE FAC� � EXCx. O ' — ' Issue Dates: t i i - �IRE PL,4CE i � -;, />4; ;; : . ;, ,. MIJD o DININ _ CsREAT � ss `�u;;'' %;.,;.;1f�%;'4"„£':�<'�f;s;�s;;:; I �R ( � � ROOM � �/� � , ROOM ENTR i ROOM i 10r� HICxI-� ROOF RE: ,462 ' - ``.✓"" :`�; ,•;'�;,`,�, ; 101 _ - ,'�.�;,, ',,,; „ -;;-;;;,, 0 104 O :, ;.;<�s;%;,:.:;,.� .,,: 103 �i ❑ as ,;..,.�;;.,€;;;t i:':';�:'„�,: � � ,y",3 � � / . . � I i I - , - LfNE C� WP DECK ,:;s ; -"'�"° ;�.. . �ns � AB01/E ;;;,,;<;�; `�,a.,�s ;f'"';%;,�; fi5�:3 i%a� �Rn�%%� �aF�%�• ��/.% I I I — ' — � , - - - - — — — — — — ---- ------- ------ ------ — — — .r , s.. ..,. a .. ..,.r _ -------- --- - --------------------- ---------- , , , t/O PL'r' g L „ :�;�°:�,�;: '�": _ ______________ __ ___ ___ _______ � _ '/2 � 535 ?s :��:i5. i 124' 1(d " ��u���� u0-r�cJ RIDCsE BEAM GF CsABLE Sheet Title: i (EXIStINC�) BEl'OND I � i � 1. CsWB TO BE �iEMol/ED g a� i Qj INTERIOR � GONSULTINCs O CEILINCs I i I ENCsiNEERS t0 SE N071�IED (SLOPE W/ ROOF) i i i IN ORDER 70 CONDUCt SIT � INSPEGtION PRIOR t0 �ULL 42 I i I D�MO LfNE OF ROOF BE1'OND Buildin , � � � � g i 2. ALL DIMENSIONS NOTED O • i ARE APPROXIMATE BASED �OUJNSPOU7 Sections I ' I I AS C�.OSE�,- �S �OSSI$�� o n i i i i ON EXISTINCx GONDItIONS. CzUtTER RE: A23 i ALL D IMENS I ONS TO BE 45 I I � I I 1/ERIFIED IN FIE�D. SNOWFENGE i � � i � � � 3. WHERE EYER GABINETRI' +s Project No• ' IS OPEN BELOW FLOOR IF FEASISLE .4ND I i �INISN 70 RUN UNDERNE�4tN PR4GTICA�., MAINTAIN . i i i i � i EXIStINC-� AND NEW 2']Og.00 i WAtERPROOFINCx. APPL ( I I I I I �INSIN SYStEM OI/ER i � Sheet No: �DI�L���1.F7•/ �I�l�� S�V I ��� 0 2� 4� 8� � �� , A4.2 -� „�. - , S�w��: �'4�� = ������ �2006 VAg inc Arclu[ccb B.Planncn � ii �,.�_ 9�_�,ry_ � -� s � _ - �_- {�._ _wY� �. F ��. � .� �-_ _ - -� - __ � , �� � � _ _ , _ - , - -�� � � _ , _ _y' _ „� ' _ is s lli_, � :,-" 1 • � - � \ i _. . _'�j�{ ') ` '' V5'r,.«> / ! John Plano-Bell Tower 3rd Floor Remodel � From: "David Baum" T°: VAg, Inc. Date: OS/30/2008 3:34 PM Subject: Bell Tower 3rd Floor Remodel Architects&Planners CC: "Kevin O'Donnell" , , "Kevin Fifield" , "Anne F. Gunion" � Post Office Boa 1734 Vail CO 81658.1734 Mr.Plano (970)949.7�34 faa:(970)949.8134 rsuant to our discussion on 5 30 2008 regardmg the Bell Tower Remodel and our anticipated use of spray-foam uvsulation; email:general@vagarctutects.com . VAgBBC will review the use of this matenal and recommend a subshturion Please conhnue with your review and we will 90 Benchmark Road Suite 202 forward an altemative as soon as rt becomes available and agreed upon Thank you and feel free to contact me wrth any Avon,Co s162o queshons or comments G�eral Contract or Devdoper. , David Baum � _ Semor Project Architect � - davidbCa�vagarchitects com Cml Enpaneer. �� � � � _ �� � � Landscape Architecture• VAg, Inc. vAg,rnG Architects&Planners (970)949.7o3a 2 Structaral Eapineenng: � Monro�Newel Engineers 970 949 7034 PO Box 1734 � (303)623.4927 , �� MechamcaUElecincal EnAmeenng- 979 949 8134 faJC Vail,CO 81658-1734 �� Beadin Ganze Engineers �� (970)949.6108 The precedmg e-mail message(mcludmg any attachments)contains mformation that is confidential and is protected by � MatenxLr Scientut architect-client or other pnvileges,or const�tutes non-pubhc uiformation It is mtended to be conveyed only to the designated recipient(s) If you are not an mtended recipient of tlus message,please nohfy the sender by repl}nng to tlus message and then delete it from your system Use,dissemmarion,distnbution or reproduction of this message by unmtended recipients is not authonzed and may be unlawful , � - , s� � R9A �� . , - �' T S � � , .0 � E �i� 9� � - ����� �������� - ��I'�� ����a ���� �������� - ��I'�� �a ��SF G,���`v �� �� � AR 3" = 1'_m�� 3" = 1'-��� RE: ROO� PLAN PR�-UJ�ATI-{ER�D zfNC ROOF WITI-4 FLATTENED �� SEAMS � WRB � IUNERE TUBES ARE NOT PR�S�NT: 2-LAY�RS V�RSASNIELp O FILL G,4YfTIES IUITH W/ APPROVED UND�RLAYMENT B1' ELK � MAT'L TO R�DUCE FODT WEAR ROOF SNEATHINCs a�IN. MAT'L � FLOOR �INISN, R�: INTERIORS ____________ ___ � _ ______________ ________________________ ______ __ _ _ � •� _________ __ _______ O � F� O WARMBOARD COR APPROVED EQUAL) � PRE-MANUFAGTURED / �NCsINEERED �� RADI,4NT HEAT Sl'STEM � ' --------- ------------------- ---------- ---------- -- � � ;, � � .� " ` ` T/O PLl'UJOOD � � � , , ; ;, , „ ' ;,; „ „ ' � �„i �� �„ �, „ , �,, �,� ,,, �, ,,�,, �, ,,,,,,,, � „ „ , �„ RE: PLANS � .� ��: �. �� � ��� � � �� � •~ � � � V = RADI,4NT HEAT TUBINCs PER � � � MFR, ASSUME NOT MORE THAN � � , � 9" O.C. � � � STRUCTURAL SNEATNINC� -----_____ _ /11 O - V/ ll� REQ'D.). ----------- - — / ----- -------------- _ � � GEILINCa NT. VARIE5 ,� � j -------- --_ PER RCP % � O G C � • SPRAY POLURETHANE � O ROOF INSULAtION � R-35 MIN. � N ROOF STRUG7UR� � FILL STUD GAVITI' lU/ SPRAl' APPLIED INSULAtION NOT�: C��NEfz.4L GONTR.4GTOR IS VAPOR BARRIER � RESPONSIBLE THIaT INSTALLATION OF INSUL�4TION IS PER MANU�ACTURER'S REQUfREMENTS. �INISN GEILINCx, RE: � RCP FOR LOGATIONS � e 7YPE � �� ����� ����1����' - ����� � �� �� � �� ���� ����1����' m ��'�� �2_ 3" = I'-m" 3�� _ I'-m�� Revisions: RE: ROO� PLAN SYNTHETIG rv-LATE SHINCxLE RODFINC= . �— IUNERE tUBES ARE NOT PRES�NT: � ^ FI�.L. G�,YITI�S UJfTI-I W/ AF'F'�COYED L� MAT'L TO R�DUCE FOOT WEAR WRB � a�IN MAT'L 2-LA1'�RS VERSASNIELD � �LOOR �fNISN, RE �INISN UNDER�AI'M�NT B1' ELK P�.ANS FOR LOCATfONS IURB IP�R CONTRACTOR� TO B� INSTALLED DURINC= , � DEMOLItION AS PRO?�GtION �`. ; `� AND TO REMAIN IN PLAGE j \� FF DURING CONSTRUCTION ` WARMBOARD COR APPROV�D EQUAU � \\��� --O----- ---------- PRE-MANUFAGTURED / ENC�INE�R�D \�� ----- --- - ---- ROO Cs . �.\ -------- R.4DIANT NEAT SYST�M � , \ � � � . .� �' � .` � �� � ��� � � � � � � Issue Dates . � ,�� �,� ,, - � P 1' D .� . -------------------------------------- -------- - \ .. r.-. trti-�t�-��+� � � �-� � ---- ,T - � � R�. PL.AN _ \ � ,,� , �� , �, , , , , �� „E" 1 i.U5.07:App.ft►i•�'ariance � •. � ��� "F"03.13.t1�:75°/a SI� RADIANT �IEAt 7UBINC� PER �:�� "�'� p3.2p.4g•SD pricing M�R, ASSUME NOT C�R�ATER �. "3:I"03.��.��•Z5�/o DD THAN 9" O.C. �\��\ �r�rr{}�.2$.��:•�'E{:H �.��'l�W / �`• ,��„Q5.1�.�8:95�'1a CD EXIStfNCx SN�ATNINCs, t0 �� REMAIN. 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ROOF ABOI/E � � � � � 9Q GOLUMNS t0 BE - I I I SPFGIFIED, ASSLIME 16 Landscape Archrtecture: I I DIA. WOOD VAg,Inc. � � � � � (970)949.7034 ' I �� ATT,41N MIN. SLOPE 5tructura�En�neenn�: I I 38 REQ'D BY UTATERPROOF Monroe-Newel Engineers � i i i i REPORt DAT�D ------ (303)623.4927 �SSUEp ��, —————— MechamcaUElectrical En�ineerin�: I I I Beadin Ganze Engineers I I (970)949.6108 � I I � � >> S70NE DECK W/ Materiais Sc�enbst: I MOISTURE AGTUA7ED - I -------------r�------------- --------��----------------r----- ---------��-----------------------r�----- --------- SNOW MELT SYStEM i � i i i i i i i i i -- - - � i i i i i i i i i I 1z PLANtER I I ► � I i i i i i I _ eal - - - - - - - - - �- - - - - - - - � - -—�-�- - - -—�-�- - � -±-�-- - - --�-�-- - - - --� - - - - - - �0 �3 Y.IF. 7NA7 D IM. CENTE4 a� C ' � � � � � � � � � WINDOW ON WINpOW .`���' � 0�0� i i i i i i i i I N BELOW S �� I i i i i � i i � ' � - - - - - ' - - - - - - ,n ���a� o �'�'a �'�� - - - - - - - - - - - - - - - - - ; - - - I ,+ EXISTINCs TO REMAIN �����#�'�� I i I 0 - - - � � r - - t- ---� i I O I � 15 MATCI-I EXIcvTINCs �'v���'� � r - - � � � ' � Cs�AT � I � i I � � � OFFIGE ROOM i ��' C' � i i i i i � 110 _____ 109 _ __ _ � i ,e EXISTfNCa ROOF BELOW {r �t�- � 39 � � � BFDROOM *I W RD OBE � ' � � � � � � 116 11 � � � _ _ _ _ _ _ _ �� I » 6" CxUtTER ��s ROUND I � i . � � � �' � � � \`" � � (� � � �� �� i - � � �� i �'� i • i 0 � �i i �� ��� �a ELECtRIC SNOW MELT �y i i ��� i �' i I i i ii i `�\ �� I SY87EM � I � i 'L I � �_____ � ' � � �i � ` �� - i i ii i i i i i i i i � � i 0 � � i i ;� � i I p � i � i i� i �� �� � ,9 NEW CNIMNEY GAP I � �� � I � � � I� � �\ � � 2 O � � O � � � � �� � ` �` �''� 2o NAtURAL TIMBER i � i � � � i i � i � � i i �� � 38 � � COLUMN TO MA7GN i i !'�. i �C�RR� i � � � --- i � I � � I I L— —J ----- ` -+ I � I z, NATURAL TfMBER � i � /`-1 � `, i `, - � , � O � i � i COLUMN �INISH TO � � � ------- �--------------- � � • OPEN TO BOYE � � i � rt � i MAtGH TIMBER AT SELL i i � ,- �__---- �. __ ___ �� RE: A62 ii i i � TG�WER � i i � i BAtHROOM *1 ,,, ----- � �,- � �i i i ^ � � ' L il9 I ` i .� '' � ' � � �■�I � i � � ``�� '�'� � �--�� �i t ; � I O 70lUER ROOF EXIStINC� � I � i I - `�� i i ��� �� i i . � i i � �� i � I � _� _�_ .� �j_ 11 _�� — — — — — — — — — — — I� - -F-- � --t-- � — — — — — — � O � �- - - - - - - - - - - - � - - � ����- - - INNINC� �i � T � 23 FASCIA YARIES PER �� - - -- -- ------ --------�- ' i --------- i ♦ �_ -�--- \\ � _� � � � '_= ROOM i� i I - _ _ ' � ; i PItGN � � r----- ----� � �� i 104 � i � � j � ' _ _ � I I I I =�__==.l�i i i ���\� ' �..... � — — — — — � % � � � 0 � i i i i - �"� ° i i i � -f_�- � � OPEN t0 ABO _ _ _ � � z4 PATGH AND REPAIR � � i i O i i. �l i i i i i I RE: A62 ,qR I � � ( S7UCC0 AS REQUIRED � � � I i � � l�==� \ KE1' NOt�S L�C�END O DEGORATIYE BRASS DR41N GOYERS . Q PEACOCK PAVER NEATED FLOOR Sl'S7EM Q MAINTAIN SIMfLAR ROOF - OYERNANCz A7 WES7 SIDE OF DECK, APRO. 5" V.I.�. Q AL(CzN NEW ROOF GUT VAg, Inc• OUT W17N EXISTINC�s EXT. WA�L CTO REMAIN) Architects &Planners Q AL(C�N GENTER O� Post Office Boz 1734 GOLUMN ON EX1871NCx vaii co s�6ss.»sa _ BEAM � GOLUMN LfNE (970)949.7034 Q BUI�T IN OUTDOOR faz:(970)949.8134 emeil:general@vagarchitects.com KfTGNEN 90 Benchmark Road Suite 202 Q REMOVE AND STORE A�oo,co si6zo RA�T�R 7AILS �OR POSSIB�E �—US� CeneralContractorDeveloper: O APPROXIMA7E L INE OF C�v�Enemeer. ROOF ABOVE Q coLUr�NS to �E - SPECI�IED, ASSUME 16 LsndscapeArchitecture: DIA. WOOD VAg,Inc. (970)949.7Q34 • . �� ATTAIN MIN. SLOP� structuralEngineerine: REQ'D SY W,4TERPROOF Monroe-Newel Engineers REPORt D�47ED ------ (303)623.4927 I SSLIED BY ------ MechanicaUElectncal Ensineerine: Beadin Ganze Engineers (970)949.6108 �� S70NE DECiG W/ Msterials Scientist: MOfbTURE AGTUATED - aT--;------------------- I I - - -----------------r i SNOW MELT SYStEM - i i `� i i i i ii � i i ii ii � i i ii � 1z PLANtFR � '`�°� � � �, ,;_ � T T 1 T � � � � � � ,��,��- ' �'Q1 p i i �� I 1 I I I 1 I I I I i i i i �3 v_IF_ t1-IAt DIM_ GENtER c, � i i ��� � � � � � � � � � � � � � i i i i WINDOW ON WINDOW �QO � � . � � � � A,P�,��� � � � I I I I I 1 I � � � � � BELOW R•i•-d a I L__ �� � 1 I 1 1 1 1 � � I I I I � °�`g�'i;� I I ----------- � ' -- — —� � � � ������� �--------- i i i i------- ------------------------------------------------- --- ------------------ ---------------- ---- ----� i i i ,4 EXIST(NCs TO REMAIN ! �-���7� � i i I-t------- i � � i i � i i ��� '` i i I �------- � i -----� i � i � � I i I I i �f 15 MATC X Cs �, I UPSTAIRS i i i O ���� � ���`�� i i I ; OFFIGE � i � � ,B EXIStINCs ROOF BELOW i i i i 215 � � i--i i i ' i � O i i ,� 6" CxUttER '�z ROUND ii � i � ii I �I ------ ------1J i i I j i i; _ ,e ELEGtRIG SNOW MELT �� il I � i i � ' i; S1'StEM � I i ' i i i i ii i i ! 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" i i I I i ii ii � � i i i i i 'i ii � t �- � � � � 2, NATURAL 71MBER � ii � I � i i I i i i �� i `• \ O n i � � i ii � � co�ur� �iNisN ro � i i � � ��'_ - �� „� MATGI-� 71MBER At BELL i i i - - - �%��- i �,,�`.� i� 70WER � i i � � ' ����� � � i' �/ I� � �~ i i � � i � ' � � ` \� � ' � �� 22 tOWER RODF EXISTINCs Q � � � � i i --- � � �\ � � i� i i � i �� �i � ��� \�. � ; � �;� iii 0 -------- � � i ,- -, ��O ii ��O�y � � •�\ � ��`'G - ��'/: ii� za �ASGfA VARIES PER �� A ji i � ��\� ��i \��,_ii V �� `�'����� ��\�` � �ii ------�-� PITCH � � i ��� ii O � � -'-�t� i� ��� � � � � O � � � ld� � i _______u� �� ii� i i s+ PAtGH AND REPAIR � � � � � i �---�---� _ � �` �� ih � � � S7UCG0 AS REQUIRED � � : � i i i � ►� ,,-'���� I,i iii � � � i � �r=1� i BAtI-IROOM �'3 � _ i � i � � i � � o ► � . ��. n � � � O j � i i �ii i�i i 213 � ��\ �.'� � � =� � ii i � i i 2s CzAB�E �ASCIA •� � O ------------ ----------- -----------------------ii i ri � � � � � � �� � i i CL05Et ii EAM BELO -----� � � i � � � � II i i i p i � O O � � � i ---------- -------tr-------------- ----------�-, i � i , i i � � i i i� � i i 201 iii i i i � � i .. i i i � � hi iii --------------------- ` � i i i � i ,..� � � I � � ��� ��� � r ` / -----T � � 26 EXISTINCs TO REMAIN IF � •� � I I �" ------ ---, I �1 I� I i �� i� -----i I I I � � I I I I � � � � �� I i i i i - - i i i i i PRACTICAL � �EASIBLE � i i � � L-=-==-J � i - - i i i i � NOT TO BE REMOVED � � � i � � i i � i W/O APPROVAL O� i i i � � � ' �i i i i � i ARGHITEGT � O I I � I I � � '� � _ �I I I I L� � I I � � -- -- -- -- -- -- �—� -- -- — � I � I� I 1 I � � � � i � � � L \ i � ;i i i i � z, REMOI/E EXISTINCs i i �� i i i 2 ` i - _ - i; i i � i i -- - -- - ;i i i i � 2S PRESERI/E EXISTINCx � i i ii i i � I i ,� i i i � tRIM DEGORA710N �OR � O � � ; � ' . � � � � � � �-i�sra��ario� � N � - - i ; i �, ;i - - � i i i i �� � i � � \ i i i � z9 N�W DORMER ROOF � i i r - - ii � i � � � i � - i i � O Cs.C. TO PROTEGT �/OR � � i i i i � REMOVE DECK, RAIL, � i � i i i i i i � PLANT�R FOR � � i i � i i i � RE-fNSTALL � i i I L N ii i � i � i ; N I � � � � i 31 L INE OF ROOF AB01/E � i i i i � T ii i i � � i ii i � i '� i i i �-� 32 MANtEL BELOW " i i � i � __ = I � ii i i i i i � � � " i ' 3 'i i i-----------� i i 33 REMOYE EXISTINCx i i � � � � i ,\ i � i I � i PLANT�RS � t ER Revisions: ' � � � i � i , S ' i � � � lU/O DAM,4C�E � S70RE � i - � - i � i i � i �OR POSSIBLE Q � i i � i i i � i RE-(NSTALL g NEW � i � � , ---a i � i � _ _____ , CONS7RUGtION � ; ;� a � � - - - - - ----------- ------------- ' J � � aa 7EMP. 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WHERE E1/ER GABINE7Rl' +s Project No• � IS OPEN SELOIU �LOOR I� FEASIBLE AND � �INISH TO RUN UNDERNEATH PRAGTICAL, MAINT�41N EXISTINCs AND NEW 27Og.00 WAtERPROOFINCx. APPL � �INSIH SYSTEM OvER S�I�� �7 I ����7 �70�rF�1"� �L� Y f�k I I�� Sheet No: � ,�z�� - ,� A7.5 �2007 VA Inc ArchitecCS&Planv�s __ r.' �oo� sc������ � � �� r_ � ____�=�? -_ - :�- -� . �,� ---_ �-.� _: - � �� _ _ � Detatla ' - "� _ -_'' - � Teg Door Sizs - Ubcl-I Meteriel Frame Material Glazing Nsad Detetl Jamb Detatl Stll Detail Type NDWare Remarlcs ' ` . � � _�'�� % ,- _ �� 3ml 3'-6" x �'-3" WD WD AI ENTRANGE NONE ��`t� =>� �, �_� i `,' i,s 'i 3m2 2'-6" x 7'-3" WD UJD -- -- -- -- G PA55AC�E -- c�" � '`� 3m3 3'-m" x Z'-(d" WD UJD -- -- -- -- A2 ENTRANCE -- 3�4 PR 3'-m" x l'-0" WD U1D -- -- -- -- G DUMM1' U1/ BALL GAtCN -- 3m5 3'-m" x �i'-f�" WD lUD C PASSAC�E NONE � 3(dro 2'-�0" x �'-�" WD UJD B PASSACxE NONE 3m1 2'-�" x 7'-0" lUD UJD 8 PRIvAG1' NON� 3fd8 2'-�0" x �'-m" WD UJD -- -- -- -- C Pi?IV,4GY POGKET DOOR VAg, Inc. 3m9 2'-6" x 7'-m" Wp lUD G PASSAC�E NONE Architects &Planners 31(d 2'-�o" x �'-m" WD WD -- -- -- -- B PRf V,4CY -- Post OtTice Boa 1734 311 2'-lm" x �'-0" WD U1p -- -- -- -- B PRI1/,4GY _ Va�l CO 81658.1734 (970)949.7034 312 2'-1(d" x l'-0" UJD UJD -- -- -- -- 8 PRI VAGY -- fa::(974)949.s13a _ email:general@vagarrhitects.com 313 2'-�0" x 7'-m" WD UJD -- -- -- -- B PRfV,4GY - _ 90 B�chmark Road Saite 202 314 PR 1'-1" x �'-3" UJD U1D -- -- -- -- D DUMMY U1/ SAL L CATCN - Avnn,Co s162o 31� PR 1'-1" x �'-3" WD UJD -- -- -- -- D DUMMI' UJ/ BALL CATCH -- Generai ContrxM or Developer. " DOOR VC�I�1�1��� _ D�td f I� Cm7 En�meer. 4" 4" Tag Door Size - UhcH Mdta-tel Prdme Mdtartel Glezing Hedd Datail Jdmb Det,t�il Sill Detail Typo HDUlara Remer�cs _ 4ml 2'-8" x �'-3" WD WD -- -- -- -- B PRI VAGY -- Landscxpe Archdecture• VAg,Inc. 4m2 2'-�0" x �'-3" UJD UJD -- -- -- -- C PRIVAGI' -- (970)949.7034 = 403 2'-�o" x �'-3" UJD UJD -- -- -- -- C PASSACaE -- Structural Ee�neennA: � � � Monroe-Newel Engineers � � � 4(d4 2'-1(d" x �'-3" WD UJD -- -- -- -- B PRIvAGY -- (303)623.4927 m � � 4(1�� PR 1'-!�" x 1'-3" WD WD -- -- -- -- D DUMM`( lU/ BALL CATCH -- MechamcaUEtectncalEn�neerinA: � Beadin Ganze Engineers i �40�o PR 2'-�o" x �'-3" U1D UJD -- -- -- -- D DUMM`t' U1/ BALL CATCH -- (970)949.6108 407 2'-im" x �'-3" UJD UJD -- -- -- -- B PRI VAC1' -- Matena�i Sc�ati� ua � / � - __ " � � �\ 4m8 2'-�0" x �'-3" UJD UJD -- -- -- -- B PRIVAGI' _ � � � 4(d�J 2'-�0" x �'-3" UJD WD -- -- -- -- B PRIVAGI' -- = 4�1m 2'-�0" x 7'-3" UJD UJD -- -- -- -- G PASSAC�sE !^ + _ � � % -- �o�S a��� W � 411 2'-�0�" x �'-3" -- -- -- -- -- C LOCKINCs �,` �j . \ � \ � 412 PR 1'-ro" x l'-�" U1D U1D -- -- -- -- D DUMMY UJ/ BALL GATGH '' c�jQ RIAN � C.► � � ' � �' E '� � � � `�%, - Y99 v �� , _ � ' F`,y ,��. . � � � � SFD AR��` - RE: SGNEDULE I f�t�� C��S� I �••/��I�S � 1/2" = 1' ~ � � 23i8 SOLID GORE IUD. 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TO MATGN � "E" 11,0�.�?7: ��p.fr�r �ariance p /�/ DOOR NARDWAR� 0 „F" 03.11.{18:�S°lo S�} u /,� _ u „C;" �3.2�.0�: S1D Prieing � � -� �n „fi" 03.2�,08:2+°,�o�D � /,/ � f������i.2�3.D�: 'I'E�H�2�VIE'4�' � /// � „�,� �5.1�.0�:9S°/¢ C�3 ��, Sheet Title: m � _ //// _ POSSIBLI' INCL�UD� CUSTOM Door Types C,4RVIN�s TO M TGH EX S NC� 8z Schedule � � LOWER PANEL � RE• SCI-IEDUL� RE SGHEDULE I ���G�� �I�L I ����� ��01� j ���I�l �I�ll��� ���� � 1/2" = 1' �. I 1/2" = 1' 23�a 50LID CORE WD DOOR 23i$ STIL� d RAIL SOLID GORE COMMON INt�RIOR DOOR WD ENTR1' UJ/ V CxROOYE PANEL ProjectNo: UJALNUT 1U00p SP�GI�S lUD SP�GI�S tBD �INISN TBD. DISTRESSEp d FfNISNED TO MATCH �XISTING UJp 9 ' EXTERIOR FAGE Z^IOS.00 � W/ OPERABLE S�EAKEASY m Z� 4� g� INT. FAG�, FINISH TBD . 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DIStRESSfNCs 8 i �INISN TO MATCN REGENT I FINISH TO MATCN REGENT i CEMENTITIOUS STUCCO �INISN GEMENTITIOUS STUCCO �fNISN VAg, Inc• EXTERIOR REMODEL �XTERIOR REMODEL TO MATGN EXfSTINCs � TO MATGN EXISTINC� I IUALL CONSTRUGTION PER IUALL CONSTRUCTION PER IUALL CONSTRUCTION PER IUALL CONSTRIJCTION PER Architects &Planners I i UL 419, YE�IFY COMfi'A7IBILITY I UL 419, VERIFY COMPATIBILITY i UL 419, VERIFY COMPATIBILITI' i UL 419, vERIF1' GOMPATIBfLITY WITH STRUGTURAL ENCzINE�R WITN STRUG7URAL ENCzINE�R WITH STRUGTUR,4L ENCsINEER WITH STRUGTUR�4L ENCsINEER PostOf�iceBoa1734 - Vad CO 81658.1734 � � I � WRAP EDC�E OF RIC�ID w }� I � WRAP EDCsE OF RICxID W - � U1RAP EDCxE O� RfC�ID W � F WRAP EDCxE O� RICxID � •i - �� ' (970)949.7034 �� - i INSULATION WITN UJRB PER `i i INSULA710N WIT�-I WRB PER INSULATfON Wf7H WRB P�R � ; INSULATION W17H WRB PER -� ;� � faa;(970)949.8134 i MFR RECOMM�NDATIONS � MFR RECOMMENDATIONS MFR REGOMMENDATIONS MFR. REGOMMENDATIONS ± i � i � ema�l:generalQvagarchiteds.com � _ � 1" CONTINUOUS RIC�ID _t _ � 1" GONTINUOUS RIC�ID 1" CONTINUOUS RIC�ID � I" CONTINUOUS RICsID 90B�chmarkRoadSu�te202 ,7 � � INSULATION AT EXTEiZIOR _� � INSULATION AT EXTERfOR INSULATION AT EXT�RIOR ;i fNSULATION .4T EXTERIOR Avon,CO 81620 � � � i FAGE _� - i FAGE - �� FAGE � _� �AG� ;� � fN7ERIOR G,45ING, PRO�ILE "� � INTERIOR GASfNCs, PROFILE - INTERfOR GA51NC�, PROFfLE � INT�RIOR GASINCs, PROFILE GcaaeralCoetractorDeveloper . � � i TBD � i TBD - TBD ;i TBp ' � •i � UJRAP VAPOR BARRfER AT RO, .� � WRAP VAPOR BARRfER ,4T RO, WRAP VAPOR B,4RRIER AT RO, .� UJR,4P VAPOR BARRIER AT RO, Cm7En�neer i i tYP � i tYP =-a T1'P a T1rP _ � :y a�� � INSULAT� SHfM SP,4GE, TYP � i INSULAT� SHIM SP�4GE, TY�' - �� INSULATE SHIM SPAGE, TYP -� �� INSULATE SHIM SPAGE, TYP - � � Land�cape Arehrtecture: --- IURAP U1INDOUJ WftN UJOOD: 5PEG1�5, --- IURAP IllINDOUJ UJ(TH 1U00D: SPEGfES, --- --- VAg,Inc. pISTR�551NG d FINISN TO MATGN RECENT pISTRE551NCs � FINfSN TD MATGN REGENT BACKER ROD AND S�ALANT i BACKER ROD AND SEAL,4NT (970)949.7034 EXTERIOR R�MODEL, MITER �DC�ES � EXTERIOR REMODEL, MITER EDCsES WINDOW PER SGHEDULE AND DOOR, RE- SGNED AND PLAN StroctnnlEnQineennA: �OR UNIFORM APP�ARANGE FOR UNIFORM APPEARANG� PLAN Monroe-Newel Engineers i B-4CKER ROD AND SEALANT i LINE O� J�MB TRIM BE1'OND LINE O� DOOR JAMB tRfM SEl'OND (303)623.4927 MechamcaVElectncal EnQmeenn� SACKER ROD AND E.4LANT i WINDOW P�R SCHEDULE AND � DODR, R�. 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Architects &Planners 21'-lll�1" 3'-3}�" 45'-11�1" 10'-9" D tBD Q ALfCsN CENtER O� PostOtscesoa1734 COLUMN ON EXISTMCx vaa co si6ss.i�3a i i i i i O P 7BD BEAM E COLUMN LINE (970)949.7034 Q BUILT IN OUTDOOR fax:(970)949 8134 I I I I email:genersl@vagarch►tects.com � FI SEAC�UL� �IC:H7INC� "49�SBLE KfTGI-IEN i i i i i 90 Benchmark Road uite 02 I I I I I �2 GREATII/E ILLLIMINATION G924-332EL Q REMOVE �4ND StORE Avon,CO 81620 3-�32�8 MAX 8500 K RA�TER TAILS FOR I I I I i POSSfBLE RE-USE General Contract or Developer: �•�•••�• �3 FIBER OP71C tBD � Qe APPROXIMATE L INE OF C�vd En�meer. I I I I E1 RO� ABO,� i i i i i � TBD _ QQ COLUMNS 70 BE ' I I ( I I �� E2 SPJ LICsHTINCx "SPJ17 - 02BCBR) 18"AFF. SPEGIFIED, ASSUME 16 LandscapeArch�tecture: i i i i i DIA. WOOD VAg,Inc. . I--O E3 �XIStINCx FIXtURES PF� (970)949.7034 II I I I 70 $E RE-IN7ALLED EXISTINCx to ,�,t-r,qlN MIN. 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A L L E 1.E C t R I C A L A N D O i ACC�SS t i MECHANICAL OM � -- ,-, i � � i L O U J V O L 7,4 C i E P R�-W f R E � i � � � ii � � � INSTALLAtION IS t0 SE 28 P� DECORAT ON �R � Q RE: MEGNANICAL i --- i � P E R A L L A P P L I G A B L E � -r � -r � �� � � � � RE-INSTALLATION i i �� � i i '� � , , i ii ii i N7RY ROOM i STATE AND LOGAL � O ii . ii ii � i�� � Q ii ��/ �, i � � � i �� \��` � � �� \�i � � i� --- � •� L=°J-- �� Ql i 1(dl �� i i GODES. R��ER ANY AND ALL zs NEW DORMER ROO� � i � - -- -F - - B DROOM �./ \��. \ F � / i I DISGREPANCIES TO 7NE � ENTR �. \ � i i ARGI-EfTEGT. M Q1 � � � 2. ELEG7RICAL, 1.OW O Cx.C. 70 PROTEGT E/OR F■i� I � I l��.. , �'/•/ a� -__=Q�i ���'iR � - \ K 1' NOt S N � . � F I XTU Sl'M O N E � LE E D Cx i�� B L LE � D: ` MOUN7IN CA L C� O TI 1 , EC RA 1�E BR4SS S1'1"I O S GIFIGAtION D B L PE 0 OUt HEICsNT DRAIN COYERS O Ql LITON "LHI3991CA-LR1321-S-BLANK" O P�ACOCK R41/ER NEAtED FLOOR SYSTEM � Q2 LITON "LI-113991GA-LR13��-S-SLANK" O MAINTAIN SIMfLAR ROOF LUGI�ER LINEAR �I�sN7 STRIP "2000-28 OVERN,4NC� At IUESt - Q3 WHItE-XENON" lU/lK S. tRANSFORMER SIDE OF DEGK, ,4PR0. 5" Y.IF. I-� Q4 TBD Q ALfCxN NEW ROO� GUt VAg, Inc. WP TBD OUT WI7N EXISTINC; EX7. � W�LL Ct0 REMAIN) Architects &Planners D TBD Q ,4L f CsN GENTER O� Post Ot�'ice soa 1734 COLUMN ON EXIStINGc Vsil CO S1658.1734 O P TBD BEAM � COLUMN LINE (970)949.7034 Os BUILT fN OU7DOOR faz:(970)949.8134 email:general@vagarclutects.com � FI SEACxULL LICxHTINCx "�9�SBLE KITCI-IEN 90 Benchmsrk Road Suite 202 �2 CREATIVE ILLUMINA710N G924-332EL Q REMOVE AND S70RE A�on,co si62o 3-F32�8 MAX 5500 K R,4FTER T�41LS FOR POSSI��� RE-USE GeneralContractorDevelouer: ■•■■■•■■ F3 FIBER OPTIG 7BD � Q APPROXfMATE L INE OF Cinl Ea¢meer• � E� T�D ROOF AB01/� _ Q GOLUMNS TO BE " ��� E2 ST�J �ICxHTINCx "SPJIT - 02B(BR) 18"AFF. SPECf�IED, ASSUME 16 LandscapeArch�tecture: DIA. U100D VAg,Inc. EXISTINGs �IXTU}�S p�R (970)949.7034 . . I-O E3 .r� BE RE-IN7�4LLED EXIS71NCx structuratEn�neenn�: �� A7TAIN MIN. SLOP� REQ'D BY WATERPROOF Monroe-Newel Engineers C�ENERAL NOtES: REPORt DAtED ------ (303)623.4927 �CJ'�"JUE� B� _____- MechanicaUElectncal En�ineering: 1. LICsHt �fXTURES 70 BE GENtERED IN ROOM, ON OPENINCsS Beadin Ganze Engineers AND/OR EC�UALLY SPAGED ULESS NOtED Otl-{ERWISE. REF�R (970)949.6108 ANY AND ALL DISCREPANGIES TO 7NE ARGHItECt. >> S70NE DEGK UJ/ MaterialsSc�entist: 2. LfCxNt SWItCNES AND GONtRO� PANELS TO BE GENTERED ON MOISTURE AGTUATED - - - WALLS AND/OR 6" MINIMUM OFF DOOR CASINCx ,4ND A7 �F2" AFF SNOUJ MELT SYStEM - �----------------------- ---------------- i � i t0 CENTERLINF, UNLESS NOTED OTHERWISE. i i i 3. ALL �ACEPLAtES t0 BE SPEGfFIED Bl' INTERfOR DESIC-�NER � �� � 4. LfNE DfACxRAMS SHOWN �OR SIUItGH CsROUPINCx AND CONTROL 'Z PLANTER � �; f T Til � T � � � ONLY - ELEG7RIGAL GONTRAG70R RESPONSIBLE TO �IELD ��, eat'�fJ � I I I I I �I I I I I � 1/ERIFY AND CONF(RM GIRGLJ171NC�c LOAD REG2LIIREMENT. ,a Y.IF. 7HA7 DIM. CENTER �-,��' r�� � � ` I I 1 1 I �I I I I I� i � i � i i i i i � i i 5. ELEGTRIGAL GONTRAGTOR RESPONSIBLE �oR �INAL WINDOW ON WINDOW � i � I i i i i i i i I • � i ORDERfNCs GODES. �� ��d°�►� � � BELOW i -� �x•�.�-_�� � ' -- - ' -=s ;�'Y-- i �-------- i -, i �.i t�.,,�. i i �------- -----------------------------------------`------ ------------------ ---------------- --- ----� � i ,4 EXISTINCs TO REMAIN � ''> � OUJER S'�'MBOL LEC�% O a 6'� i i i ---- --- i i i r, �''.��,��a� i ii i i i ` iI-t------- � i i � � i �'`�'� �� ` i I Ql i i � i i � CA76 JAGK 15 MATGN EXfS71NCs � J � I � ' I I � O ��� ��i��� `y i I i i � i � CAt6 FLOOR JACK � i i � i i i ,s EXIST(NCx ROOF BELOW i ---------- i I � i � STD DUPLEX OUTLET i � QZ i » 6" CsU7TER ��z ROUND i � , Q� i � DUPLEx OUtLET: C-cRD i I ii ------ ------J �� �,4ULt INtERRUP7 ,a ELEGTRIG SNOW ME�T �y , i i ��' i � �LO R O D E T��X SYSTEM � I � II ' -lLl CON EC7AT�LLIT� O � � � i� � ,9 NEW CHIMNEY G,4P O i , i, i � + �I� ,_ � � _ b PNONE JACK zo NAtURAL TIMBER � ' �� � ' ` � HON � 00 JAGK GOLUMN TO MATCH � i � �, , � \ i � P E L R ii I� i \ � '� .� � � � � � I � \ � \ -- ----- ---- - -i4-- ----- ---- -- - ----- ---- ----- --- ----- O � SPEAKER 2� NA7URAL 71MBER � � i � � � � COLUMN FINISH TO � � i � i ii i I ��-'= - � MAtGH tIMBER .47 BELL i _ _ _ � _ ����;�_ ii- �;`�� �i �j JUNCTfON BOX TOWER i � '„' � � i i � �� TYP. SWITCN TO BE I � � � .'..� � � � � , � �`� � i� � f, � � � APPROVED BY ARGH. 22 tOWER ROOF EXIS7INC-� Q � ( � --- '� / \ \ 1 � /� (�� � �' � i i � �` �� � � i i �4 � 3 WAY D IMMER SWITGH O � a � `� 1 ii �� � � `�`. �� .� -� `�C �h 23 F�4SCIA VARfES PER �� j �� %i `. _i� Ql � '_ , � x �•`� i i TO BELOW � \� �� � ii �► �� � i �`� iii ______� $3 � WAY DIMMER SWITGN PITCH � O � �\\ �i f � _'_� �i Q l ��� ------ � i i i ____ -� �i ii� i J S J A M B S W I t G H 2+ P,4 T G H A N D R E P A I R � � I r------ - ,,� TO �i iii i i S1'UGCO AS REQUIRED � � , j i�� i �� ,,,, �� B A�� i i� i � i � C s A S G O C K � � O I � i r--� i � �� � g� i i� TO BE�.OW i � i � i � ��� ° � � ` `` .'•' % L ' C•� ii i � i - zs CxABI.E FASGIA ��■■� � � i i �i �� i � �,\ �� �� % i QI il� i i i � EXHAUST FAN � � � I � �� � � . � � / 1 ��j I � � ' j � 1 I � I � � � / I ��� I � I � � �;� �i1 � r- ------------------- \\ � � � � � /� EXN,4USt �AN UJ/Ll�xl-It � .. i ----�r � zs EXISTfNCx 70 R�MAIN I� � � � i i��__�,►� i i ,, �, \� � _ - _ � TNERMOSTAT PRAG71G,4L � �EASIBLE � � i � i i � L-------� i �� � i p � � NOT t0 B� R�MOI/ED � � E � i � lU/O APPR01/AL O� O i i � , i _ ' / i i ��'a't�RS ARGNITEGT � l ' � � � i i � i � i' i CsENERAL NOTES: i ii � i i i i � i �� i _ _ \ i i i 1. A�L ELEGTRIG,4L AND z, REMOVE EXIStINCrt i i � i __ __ _ ii i LOW VOLT,4C-�E PRE-WfRE 2B PRESERYE EXISTfNCs O � i i i INStA1.LAtION IS TO BE O � O � �� i PER ALL APPLICABLE tRIM DECORATION FOR � � � i � . � RE-fNSTALL�4tION i i ' � \ StA7E AND �OGAL �� N i �� i i - - \ i GODES. RE�ER ANY �� i � i� � - i AND ALL 2s NEIU DORMER ROOF i i i � _ = i DISGREPANGIES t0 THE � i _ � .4RGI-If TEGt. M i � \ � E i 2. ELEGTRfCAL, LOW O Cs.G. TO PROtECT �/OR F■I■� � �� � VOLT.4CaE AND REMOVE DECK, RAIL, � i i i� � GOMMUNIGA710N P�.ANt�R FOR � � � i fNFORMATION INDICATED RE-INS7ALL I i � i fS SCNEMATIC FOR � i � i � LOGATION AND SCOPE � i i 31 �.INE OF ROOF AB01/E i i � ii i L,41'OUt ONLY. OI�IER IS i � � �i � i i � �, li i �REPOS�NIB�P GTION, 32 MANTEL BELOW i i � i OWNER AND CsENERAL � � � 2� � i � - _ ;i � GON7RAGTOR �4RE i � �i ----------- - � RESPONSIBLE TO 33 REMOVE EXISt(NCs i `� � �i � PLANt�RS � SHU7tERS Revisioas: i i � � � , �, i SELEG7 ELECtRIGAL � i i i �� � � i AND LOW VOLT.4CxE W/O DAMACzE � STORE i _ � - i � � SUB-GON7RAGTORS FOR FOR POSSISL� Q , i i � ' _ � ---- NSEALL INDERE 7S.ND GONSTRUCTION EW Q - i L , i i 3. A�L EXTERIOR LfCsl-171NCx Q i i � �fX7URE SELECtIONS 3a TEMP. WOOD DEGK t0 i � i MUST GOMPLI' WItN THE O � i i � TOUJN O� VAIL CODE. BE REMOYED LIPON Q i _ _ _ i � CON�IRMA710N OF � ALL ALTERNATE � � i S7RUGTURAL CAPACItY Q i i i EX7ERIOR SELECTfONS t0 ACCOMODATE STON �------- ------------------------------------------- - - - - - - -- ---------------------------------- ---- i MUST BE SUBMItTED 70 ______ _ W/ RADIANt HEAT. ------� tHE ARCHItECt �OR ���_;�� � �`.� �.'� REYIEUJ AND f'ROGESSINCs W17H THE � � i ���"��� 35 EXISTfNCz FLU� TO i . . TOY DRB. REMAIN OPER4BI.E � 4. FIELD VERIFI' FLOOR THROLICxNOUT i OU7LET LOC.4T(ONS WITI-4 GONSTRUGTION i i � i 5. LICsHIT�Cs DGONTRO S 3s i i i SELEGTION PER OWNER LINE O� CLC�. ABOI/E i i i 6. RE�ERENGE L-2 �OR 37 i i i NOLIDAY LICsNTINCx ONEW StONE FAGE g EXC�. IssueDates: i i i GONDtJCT LOCA71oN. �IRE PL,4CE "E" 11.05.07:App.for Variance ------------ ------------------�-a----� �. R�FERENCE A2.� FOR n �► o LJ NEAT ,4T C�UTTERS AND ae F 03.11.08:75/o SD DOIUNSPOUtS LOCA'tION HICsN ROOF RE: A62 "G"03.20.08:SD Pricing 8. FIELD VERIFI' tV, "H"03.28.08:25%DD LOW-VOL7ACxE, AND 39 LINE OF WP DECK "J"04.28.08:TECH REVIEW RELat�D ELECrR�caL ABO� "K��05.14.08:95%CD W/OWNER "L"08.01.08:98%CD � G��NEizAL NOT�S RIDCxE BEAM OF CsABL� Sheet Title: BEYOND 1. CxWB TO BE REMOI/ED g 41 Level INtERIOR � GONSULTfNCx CEILINCs ENCxINEERS t0 BE NOTI�IED (SLOPE W/ ROOF) IN ORDER t0 GONDUGt Slt Four INSPEGtION PRIOR TO �ULL 42 DEMO LINE O� ROOF BEl'OND a �j p � 1I ■ ,1 2. ALL DIMENSIONS NOT�D � pOWNSPOLt7 ARE APPROXIMATE BASED O AS CLOS�L1' AS POSSIBLE � ON EXISTINCx GONDITIONS. CsUT7�R RE: A23 ALL DIMENSIONS TO BE 4s VERIFIED IN �IELD. SNOWFENCE 3. WNERE EYER GABINE7RY 46 ProjectNo: .. IS OPEN BELOW F�OOR IF FEASIBLE AND FINISN 70 RUN UNDERNEATN PRAGTIG�4L, MAINtAIN 0 Z� �� � EXISTfNCx AND NEIU 2�]Og.00 L-� Y�� �Ot�� � I�T'?��I�l� �L-�C I ��Cf�-�� � �OW�� �INSI�HSRS OFINOYERPL 1 Sheet No: 1/�" = 1' scA�E: '%" = 1'-0�� A 10.2 -� �2007 VA inc Mchrtecb&Plannen ,/�� GENERAL NOTES 1 . LIVE LOADS USED IN DESIGN: 5. COPJCRETE �� �� A, ROOF 100 PSF A, ALL CAST- IN-PLACE CONCRETE SHALL BE IVIADE �1�1ITH TYPE 1/I 1 PORTLAND CEMENT. A, ALL FRAIyI ING AND TRUSS LUIy�ER SHALL BE DRY DOUGLAS F IR� LARCH. GRADED BY 8, TYPICAL FLOOR 40 PSF STONE AGGREGATE AI�D SHALL SATISFY THE FOLLO`IIJING REQUIREMENTS: �STERN IMOOD PRODUCTS ASSOCIATION AND CONFORM�NG TO INTERNATIOI�AL = BU ILD ING CODE AS FOLLO�IyS: C. EXTERIOR DECKS 100 PSF COI�CRETE ITEM F'C M�X TYPE IyIAX �RJ/C RAT 10 � A IR REQ. 2" TH ICK - 4" TO 6" �1�1IDE (`I`IALL STUD OI�LY) STUD Fb = 700 PS I D. I�PORTANCE FACTORS 2" TO 4" TH ICK - 6" AI�D �IIDER N0, 2 Fb = 900 PS I CATEGORY II FOOTINGS 3000 psi STD 5" THICK - 5" AI�D �IDER N0. 1 Fb = 1350 PSI SE ISM IC FACTOR IE 1 •0 FOUNDAT ION �1VALLS 3000 ps i STD NOTED ALLOryABLE STRESSES ARE M�N��Vk1MS At�D FOR NOt�REPET�T IyE USES PR IOR � SNO`I�l FACTOR IS 1 .0 INTER IOR SLABS ON GRADE 3000 psi STD 0.50 - - - TO ALLO�I�1ABLE STRESS �NCREASES. 1N�ND FACTOR I�I 1 .0 INTERIOR STRUCTURAL SLABS. B. 1hHEN PRESERyAT1yE TREATED LUMBER IS REW IRED BY CODE ALL CONNECTIOt�S At�D BEAIyIS, INALLS AI�D COLUIyI�S (+) 4000 psi STD 0.50 E. �I�1IND SLABS ON �ETAL DECK 3500 psi STD 0.50 - - - NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER), 3 SECOND GUST 100 IVbH EXTERIOR COt�CRETE (++) 4500 psi STD 0,45 6X-89L FASTEST IyIILE 80 IybH � C. TREATED SILL PLATE LUIV�ER IyIAY BE HEI�-FIR. STRUCTURAL �t1 GRADE. VAg Inc EXPOSURE B + FOR ALL COI�CRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT ITH ROAD D. PROV�DE METAL CROSS BRIDGING NOT OVER 8� ON CENTER FOR ALL 2X I�IJOOD JOISTS. � • SALTS �y/C RAT IO SHALL NOT EXCEED 0,4, Architects&Planners F, SN0�1�1 SOL ID BLOCK ING BET�RJEEN ALL JO ISTS AT ALL SUPPORTS AND ENDS OF CANT ILEVERS GROUND SNO LOAD Pg 100 PSF ++ IyIAX IIyIUM SLUIyb SHALL NOT EXCEED 4", I S R EQU I R ED. Post Otfice Boa 1734 FLAT ROOF St�O�I LOAD Pf 100 PSF SNO�R� EXPOSURE FACTOR Ce 1 .0 B. I F CONCRETE SUPPL I ER PROPOSES USE OF FLYASH HE SHALL PROV IDE 01^I�ER �I`II TH E. FASTEN ALL `RJOOD MEIyIBERS �I�ll TH COIyB�I�01� I�A I LS ACCORD II�G TO THE IBC SCHEDULE Vail Co 81658.1734 THERIVIAL FACTOR Ct 1 .0 LETTER IND ICAT ING COST REDUCT 101� AT T IME OF B ID. THE IyIODULUS OF ELAST IC ITY TABLE 2304-9.1 UNLESS NOTED OTHER�IISE. (970)949.7034 G. SEISM�C OF ALL COI�CRETE SHALL EXCEED y�C1 ,5 33 F C (OR 57.000 F C NORIyIAL �IE IGHT F, LA1�I�NATED BEAMS tag:(970)949.8134 COI�CRETE). S ITE CLASS D 1 , ALL LAM 1 ATED MEMBERS SHALL BE FABR ICATED OF DOUGLAS F IR LARCH AT 12 email:general@vagarchitects.com CATEGORY C C. COI�TRACTOR SHALL SA UT OR TRO LCUT JOINTS IN SLABS Ot� GRADE. JOINTS PERCENT �OISTURE COI�TENT IN ACCORDAI�CE �IJITH 1�yCLIB. ALL SIZES SHO� � � 90 Benchmark Road Suite 202 SS 0.35 SHALL BE SPACED AT 12 FEET IrIAX Il�ltll� AI�D SA�1�CUT OR TRO�IELCUT 1 4 OF SLAB ARE NET, S1 0.08 « � 2. LAM INATED MEI�ER SHALL BE DETA ILED AND FABR iCATED IN ACCORDANCE nvoo,co st6zo DEPTH X 3/16 �IDE �yITH IN 12 HOURS AFTER POUR ING. CARRY ALL SLAB SDS 0.35 REINFORCEMENT THROUGH JOINT, �IITH THE STANDARD SPECIFICATIOI�S FOR THE DESIGN AND FABRICATI01� OF SD 1 0.128 STRUCTURAL GLUE LAM I NATED T 1�ER, LATEST ED I T I OPJ AS PUBL I SHED BY A I TC. General Contract or Develouer: i BAS IC SE ISIyi IC FORCE RES IST ING SYSTEIyI IS FOR L IGHT FRAIyIE SHEAR �IJALLS D. SLABS. TOPP ING. FOOT INGS, BEAIyIS AI�D �1�1ALLS SHALL NOT HAyE JO INTS IN A 3. PROV�DE UN�TS COI�FORM�NG TO A ITC 1 17� 24Fy8. D.F, FOR COPJT I UOUS _ SEISI�IC RESPONSE COEFFICIENTS CS 0.05 HORIZONTAL PLANE, ANY STOP IN CONCRETE �yORK IyIUST BE MADE AT THIRD POINT OF MEIy�ERS AND CAt�TILEVERS AND 24Fy4, D.F, FOR S�MPLE SUPPORT �EIV�ERS. RESPOI�SE MODIFICATION FACTOR 6,5 SPAN �yITH yERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHER�IISE MEIy�ERS SHALL BE DESIGNED VV�TH ZERO CAMBER �yITH TOP SURFACE ' AI�ALYS I S PROCEDURE USED S I IybL I F I ED METHOD SHO�. ALL CONSTRUCT IOt� J01 NTS SHALL BE AS DETA I LED OR AS REV I EI�IJED BY THE CLEARLY STA�yIPED ON EACH �IE�y�ER, Civll Enemeer: H, L IVE LOADS ARE REDUCED PER CODE IF APPL ICABLE. ENG INEER. G. PLY`I�OOD DECK AI�D/OR OR IENTED STRAIrD BOARD. - E. ALL COI�CRETE INORK AND RE INFORCEMENT DETA IL ING SHALL BE 11� ACCORDAI�CE � • PANEL TH ICKI�ESS SHALL BE AS SHO� 01� THE DRA�1�ll G. APPL ICAT ION SHALL LaadscapeArch�tecture I . CODE USED �N DES�GN: �NTERNAT IONAL BU ILD�NG CODE. 2003 ED IT ION• BE �N ACCORDAI�CE 1�►►ITH RECOMyIENDAT�OI�S OF THE �ER�CAN PLY�y00D VAg,lnc. �y I TH AC t BU 1 LD ING CODE 318 LATEST ED I T ION. UNLESS NOTED OTHER�I l SE. USE ASSOC IAT 101�, STANDARD HOOKS FOR DO�IyELS UNLESS NOTED OTHER�ISE. ALL EXPOSED EDGES OF 2, TEST ING. INSPECT IOI�S AND OBSERyAT IONS: COI�CRETE �yORK SHALL HAyE 3/4 INCH CHAIyIFER, 2. EACH PANEL SHALL BE IDENT IF IED r1�11TH THE GRADE-TRADEMARK OF THE (970)949.7034 AIyIER ICAN PLY`I`IOOD ASSOC IAT 101� At�D SHALL MEET THE REQU IREMEI�TS OF StructaralEn2tneerIn¢: A. THE STRUCTURAL ENG�NEER DOES NOT PROV IDE INSPECT IONS OF CONSTRUCT IOPJ, 6, RE INFORCE�IENT U.S. PRODUCTS STAI�DARD PS 1 � LATEST ED IT ION F� PLY�IOOp, ALL PAI�ELS Monroe-NewelEngineers STRUCTURAL ENG�NEER (yIAY IyIAKE PER IOD IC OBSERVAT IOI�S OF THE 1M-I ICH HAyE ANY EDGE OR SURFACE PERIyIANENTLY EXPOSED TO THE (303)623.4927 CONSTRUCT 101�; SUCH OBSERVAT IONS SHALL NOT REPLACE REQU IRED A, ALL RE II�FORC II�G SHALL BE H IGH-STRENGTH DEFORIyIED BARS COI�FORIyI II�G TO ASTIy) 1NEATHER SHALL BE OF THE EXTER IOR TYPE. MechaaicallElecMcslEnP(neerinS• IN�ECT IOt�S BY THE GOVERN�NG AUTHOR IT I ES OR SERyE AS "SPEC IAL A615� GRADE 6O EXCEPT T IES� ST IRRUPS AI�D PLATE ANCHORS `IYI-I ICH SHALL BE 3. FOR FLOOR II�G USE 3�4 ~ TdCG STURD- I -FLOOR SHEATH II�G OR � ��8� "1^IARIyI INSPECT IOt�S" AS IyIAY BE REOU IRED BY CHAPTER 17 OF THE INTERNAT IOI�AL DEFOR�IED BARS. ASTM DES IGNAT 101� A615. GRADE 40 OR ASTM A706 GRADE 60. BOARD" SHEATH ING �I�t-IERE IND�CATED ON PLAt�S. GLUED AND NA ILED Beadin Ganze Engineers BU ILD�NG CODE. �IITH 10D NA ILS AT 6" ON CENTER ALONG PAI�EL EDGES At�D AT 12" ALOtVG (970)949.6108 B. I�IELDED �HJIRE FABR IC SHALL CONFORM TO ASTIy) A185 GRADE 65 At�D SHALL BE INTERMED IATE SUPPORTS, B. THE FOLL01^III�G �I�IORK SHALL BE II�SPECTED BY THE SPECIAL INSPECTOR UNLESS LAPPED ONE FULL MESH AT SIDE AI�D END SPLICES AI�D �I�IIRED TOGETHER, 4, FOR ROOF USE 5/8" 40/20 SPAN RATING) EXPOSURE I SHEATHING I�AILED MaterislsScienhst: SPEC IF ICALLY �I�1AIyED BY THE BU ILD ING OFF IC IAL. 1^IITH 10D NA ILS AT 4" OI�J CENTER ALONG PANEL EDGES At�D AT 12" ALOI�G - C. REINFORCEMENT PROTECTIOt� UNLESS NOTED OTHER�IISE: INTER�IEDIATE SUPPORTS. - 1 . SOIL PREPARAT ION 1 . COI�CRETE POURED AGA INST EARTH 3" 5. EXTER IOR �1�1ALLS SHALL HAyE OI�E LAYER OF 1/2" EXPOSURE I PLYI^IOOD OR o. EARTH�yORK EXCAyAT10N. PLACEI�ENT A�D`COIybACTl01� OF FILL 2, COI�CRETE POURED �N F�MS (EXPOSED TO �IEATHER OR EARTH) 2" OSB SHEATHING NA�LED �IITH 8d (OR tOd) NAILS AT 6" 01� CENTER ALONG PAI�EL COt�DFORMM�EC�IIDTHY HE APPROVED RE ORT.ACTED F ILL FOR �, COLUIyI�A AND BEAI�S (T IE BARS) � _�M�2" EDGES AIVD 12" ON CENTER AT INTERI�ED IATE SUPPORTS. ALL PAI�EL EDGES . SLABS ND �IJALLS (NOT EXPOSED TO �I�IEATHER) 3/4 SHALL BE BLOCKED. -Seal ; 6. FLOORS AND ROOF SHEATHING SHALL BE �NSTALLED �yITH THE FACE GRAIN �r , ` �� 2. STEEL CONSTRUCT IOI� PERPEND ICULAR TO SUPPQRTS �IIIITH EI�D JO INTS STAGGERED. � <, ~ _ d. �r.,�ti� o. ALL `I�ELD�NG SHALL RECE IyE CONT�NUOUS SPEC IAL �NSPECT I O t r D. R E I N F O R C E M E N T P L A C E I y I E N T A N D T O L E R A I�C E S S H A L L B E I N A C C O R D A N C E �►�T H 7. �NSTALL SU ITABLE EDGE SUPPORT B7 USE OF PL7CL IPS, T O N G U E A I�DT y t f�' � ^�'�o�;^`:', EXCEPT THE FOLLO�IING: SECT IOI�S 7,5. 7,6 AND 7,7 OF AC I 318. LATEST ED IT ION. GROOyE PANELS OR SOL ID �Iy00D BLOCK ING SUPPORTS. � ° -� '� 1 . �IELD�NG DOI�E IN AI� APPROVED FABR ICATOR'S SHOP IN � `��� �`„ ACCORDANCE �yITH SECT ION 1704.3. E. NO SPL ICES OF RE INFORCEMENT SHALL BE MADE EXCEPT AS DETA ILED OR H, PREFABR ICATED �Iy00D I�EIV�ERS �� �� b. THE SPECIAL INSPECTOR NEED NOT BE CONT�NUOUSLY PRESE T AUTHORIZED BY THE STRUCTURAL ENGINEER, LAP SPLICES 1^HERE PERIyIITTED SHALL �- ��g F,� DUR ING }1�1ELD ING OF THE FOLLOI^IING ITEMS� PROV�DED THE �TER IALS. BE A IyI IN�M�1M OF 48 BAR D IAIyIETERS FOR �6 BARS AND SMALLER AI�D SHALL BE A �• PREFABR ICATED �Iy00D MEIV�ERS SHALL BE THE TYPE NOTED 01� THE DRA�I�IINGS AI�D •r ,� �I ELD�NG PROCEDURES A t�D QUAL IF ICAT I O I�S OF �I ELDERS ARE M�N�M U M O F 8 0 B A R D I A I y I E T E R S F O R �7 A I�D �8 R E I N F O R C E M E N T U N L E S S N O T E D SHALL BE "B C I -J O I ST" A S I y I A 1�UF A CT U R E D B Y B O I S E C O R P O R A T 1 0 1�, A L T E R N A T E S S H A L L ��'=a�..E.rA ��r°'v.,�`�� VER I F IED PR IOR TO THE START OF 1NORK; PER IOD IC INSPECT IOI�S ARE OTHER�IIJISE, IyIAKE ALL BARS CONT INUOUS AROUND CORNERS. BE REV I EI^IED BY THE ENG INEER, TO BE CONS IDERED. ALTERNATES SHALL HAyE A �°.�.,''""'`Y��`�..��9 � �,d,��°s� � IyIADE OF 1^IORK IN PROGRESS; /WD A y ISUAL �NSPECT 101� OF ALL �HJELDS LOAD CAPAC ITY IN BEND ING, SHEAR At�D DEFLECT ION EQUAL TO OR GREATER THAt� �.;,�=� , � IS MADE PR IOR TO COMPLET ION OR PR IOR TO SH IP�IENT OF SHOP F, PLACE T�Ip �6 (PER S" TH ICKNESS) �yITH 2'-0" PROJECT ION ��UND ALL OPEN�NGS THE S IZE SHO�t�I ON THE DRAI�IINGS. I�yEB BLOCK ING AI�D BR IDG ING TO BE AS -� �IELDSNNGLE PASS FILLET M �N CONCRETE �IALLS� SLABS� AND BEAIVIS. ALSO PROVIDE T�10 �t5 X 4�-0" DIAGONALLY REQUIRED BY THE JOIST �UFACTURER, / �IELDS NOT EXCEEDING 5/16 IN SIZE. AT EACH CORNER, 2, FLOOR AND ROOF DECK 1�yELDING. J. LAIyI1NATED VENEER LUIy�ER ME1yIBERS SHALL HAyE THE FOLLO�yING STRESS - -` 3. �IyELDED STUDS �I-IEN USED FOR STRUCTURAL DIAPHRAG�1. G. CONTINUOUS TOP AI�D BOTTO�I BARS IN �yALLS AND BEAMS SHALL BE SPLICED AS CAPACITIES• FB = 2800 PSI . E = 2.000.000 PSI . FC = 750 PSI . Fy = 285 PSI. ' 4. 1�LDED SHEET STEEL FOR COLD FORMED STEEL FRAMING FOLLO�yS: TOP BARS AT M�DSPAN� BOTTOIyI BARS OVER SUPPORTS. BUILT UP MEI�ERS SHALL BE CONNECTED IN ACCORDAI�CE �yITH M�►NUFACTURERS' MEMBERS SUCH AS STUDS AI�D JOISTS. RECOMIyIE DATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1 2" OR - 5, �IELD ING OF STA IRS AND RA IL�NG SYSTE�IS, 5 1/4" �yIDE I�EIyIBERS. / c. VERIFY 7. �IASONRY �I�IELD F ILLER MATER IALS CONFORM TO A�IS SPEC IF ICAT IOI�S � AND MANUFACTURER'S CERT IF ICATE OF COIyIPL IAI�CE IS REQU IRED. A, ALL MASONRY COt�STRUCT 101� REOU IRES SPEC IAL �NSPECT IONS PER CHAPTER 17 OF 12• N�N-STRUCTURAL ELEI�ENTS , d. PER IOD�C �NSPECT ION OF THE STEEL FRAIyIE TO VER IFY CO�IPL IAI�CE THE INTERNAT IOI�AL BU ILD ING CODE. � �II�ITH THE DETA ILS SHO�PJ Ot� THE APPROVED COI�STRUCT ION A. ELEMENTS SUCH AS NON-BEAR ING PART IT IOI�S. ETC. ATTACHED TO AND/OR DOCUMENTS SUCH AS BRACING. STIFFEN�NG. MEMBER LOCATIOI�S AI�D B, COt�CRETE 9LOCK UN�TS SHALL CONFORM TO ASTM C90� GRADE N. BRICK SHALL SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIOt�S At�D PROPER APPL ICAT IOt� OF JOINT DETAILS AT EACH CONNECT�01�, FULF ILL ASTIyI C62� C216 OR C652. I�ORTAR SHALL BE ASTIyI C270 TYPE S OR IyI. OTHER STRUCTURAL �OVEMEHTS. O e. VER IFY STRUCTURAL STEEL IyIATER IAL COI�FORMS TO ASTM STAI�DARDS SPEC I F IED IH THE APPROVED CONSTRUCT 101� DOCUMENTS AND C. MASOI�RY SHALL CONS IST OF CONCRETE BLOCK 1^IITH A Iyl IN IIyIUIyI COIyaRESS�VE B. F IRE PROTECT 101� FOR ALL STRUCTURAL PARTS SHALL BE PROV IDED AI�D SHALL MEET � �NUFACTURER'S CERTIFIED I�ILL TEST REPORTS, STRENGTH OF F'm OF 1500 PSI BASED 01� GROSS AREA. ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTI01� SPECIFIED BY THE f, PER IOD IC VER I F ICAT ION OF H IGH STRENGTH BOLTS. NUTS At�D I�IASHERS ARCH ITECTURAL DRA�IINGS. STRUCTURAL STEEL I�EIV�ERS SHALL BE CONS IDERED � FOR COI�FORIyIA1�CE TO ASTIyI ST DARDS SPECIFIED IN THE APPROVED * UNRESTRAINED UNLESS NOTED OTHER�ISE. COkSTRUCT�01� DOCU�IENTS AND�UFACTURER'S CERT IF ICATE OF D. V�ALLS SHAI.L BE RE INFORCED HOR IZONTALLY AT 16 01� CENT�E� R �yITH 9 GAGE CO��pL IAI�CE. M�N��IJM LADDER-TYPE RE INFORCEMENT �EET ING ASTM A82 MASONRY �IALL 13. GENERAL REII�FORCEMENT, HORIZONTAL REINFORC�NG SHALL BE COI�TINUOUS AROUND � � � g, COI�T INUOUS INSPECT ION OF SL IP-CR IT ICAL COI�NECT 101� 1^IITH H IGH CORNERS, � STRENGTH BOLTS. PERIODIC INSPECTION OF BEARING TYPE A, ENGINEER'S ACCEPTAI�CE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIOt�S. CONNECTORS �IITH H IGH STRENGTH BOLTS. E. UNLESS NOTED OTHERI�IISE IyIAS01�RY �IALLS SHALL ALSO BE RE INFORCED �IITH � �� � 1 , �-I ILE THE �ORK IS 11� PROGRESS� THE SPEC IAL II�SPECTOR � 8. VER IFY ALL OPEN�NGS THROUGH FLOORS� RWF AI�D �IIJi4LLS I�IJITH MECHAI�ICAL AI�D Ot�E $5 VERT ICALLY AT �IALL ENDS CORNERS EACH S IDE OF DOOR OR �I/IND0�1 SHALL DETER�IINE THAT THE REQIJIRE�IENTS FCR BOLTS. NUTS. OPEN�NGS AI�D AT NOT OVER 4 FEET Ot� CENTER TYPICALLY, REINFORCEMENT ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIOI�S, SIZES, LINTELS AND O � i TIAGHTENINGD�NASUCH S�ANDARDSARE MET�NSFORLBOL�S �D SHALL BE FULLY GROUTED IN PLACE. GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS R�QUIRED CONNECTIOI�S ARE CONTRACTOR S COIyaLETE RESPOI�SIBILITY, O i REQU IR ING PRETENS ION�NG. THE SPEC IAL �NSPECTOR SHALL AND IyIEET ASTIyI C476, C. PR IOR TO INSTALLAT 101� OF Iy�ECHAt�ICAL AND ELECIl2 ICtiL EOU IPMENT OR OTHER A ' UBSERVE THE PRE INSTALLAT IOt� TEST ING AI�D CAL IBRAT 101� F, ALL CI�IJ �IALLS REQU IRE A �I IN�MUI� OF 2-�5 �N BOt�D BEr4IyI ABOVE ALL DOORS AND ITEMS TO BE ATTACHED TO THE STRUCTURE. ENG INEER'S APPROVAL OF COt�NECT IONS �� PROCEDURES �I-IEN SUCH PROCEDURES ARE REQUIRED BY THE 1�IIND0�15. AT FLOOR AND ROOF L �NES. AND TOP OF PARAPETS UNLESS OTHERI�IISE AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED 01� � � INSTALLATION �ETHOD OR BY PROJECT PLANS OR NOTED. ARCHITECTURAL AND STRUCTURAL DRA�IINGS. RESPECTIyE SUBCONTRACTOR SPEC IF ICAT IOt�S; DETERIyI INE THAT ALL PL IES OF COI�NECTED SHALL FURN ISH ALL HAI�GERS. CONNECT IOI�S, ETC. . REQU IRED FOR INSTALLAT IOt� OF � �Q IyIATER IALS HAyE BEEN DRA� TOGETHER AI�D PROPERLY G. REFER TO ARCH ITECTURAL DRAI�IINGS FOR COt�STRUCT 101� JOINT LOCAT IOI�S. H IS ITEMS. � SNUGGED AI�D MONITOR THE INSTALLATION OF BOLTS TO VERIFY � � THAT THE SELECTED PROCEDURE FOR INSTALLAT ION IS H, F ILL ALL VOIDS AND BLOCK CELLS SOL IDLY `I`IITH ASTIyI C476 GROUT FOR A D ISTAI�CE D. PROV IDE ALL EIy�EDDED ITEIVIS IN STRUCTURE AS NOTED Ot� ARCH ITECTURAL. PROPERLY USED TO TIGHTEN BOLTS. FOR JOINTS REOUIRED TO OF 24" BENEATH �� A M�N��IuM oF 16" EACH SIDE OF ALL BEAIyI REACTIONS OR OTHER �ECHANICAL. ELECTRICAL AI�D STRUCTURAL DRA�I�IINGS, M�SCELLANEOUS EMBEDDED � � � � BE T IGHTENED ONLY TO THE SNUG-T IGHT COND IT 101�, THE CONCENTRATED LOADS UNLESS NOTED OTHER�I�1ISE. ITEMS AI�D ANCHOR BOLTS SHALL BE FURN ISHED BY STEEL SUPPL IER AND INSTALLED •� SPECIAL INSPECTOR NEED ONLY VERIFY THAT THE CONNECTED BY CONCRETE COI�TRACTOR. STEEL SHALL FULFILL ASTM A36. � � O IyIATER IALS HAVE BEEN DRA� TOGETHER At�D PROPERLY I, CIyIU SHALL BE FULLY GROUTED BEL0�11� GRADE. V SNUGGED. E. PROV�DE ASPHALT IC MAST IC-COAT ING 01� ALL STEEL AHD �OD EXPOSED TO EARTH. 2, MOI�ITORING OF BOLT-INSTALLATION FOR PRETENSIOI�ING IS J, PROV�DE A THICKENED COt�CRETE SLAB UNDER ALL MASONRY PARTIT101� 1^IALLS. SEE � .� PERI�ITTED TO BE PERFOR�IED ON A PER IOD IC BAS IS IfI�iEN ARCH ITECTURAL DRA�II�INGS FOR LOCAT IOt� AHD EXTEHT OF �yALLS AI�D FOR F, SU81�IT SHOP AND ERECT 101� DRA�yINGS TO ENG I�(EER FOR REV�E�l OF ALL � US ING THE TURH-OF HUT METHOD �I�IITH IyIATCHIyIARK IHG OPE �NGS� ALL OF �-i ICH REW IRE L IHTELS. SEE LOOSE L INTEL SCHEDULE FOR STRUCTURAL STEEL� LAIVI IHATED �OD FRAIyI IHG tyIEI�ERS. �OD TECHH IQUES, THE D IRECT TEHS IOt� IHD ICATOR METHOD OR THE FRAI�IHG OVER H01�-BEAR IHG OPEN�NGS I F HOT SHO� ON STRUCTURAL DRA�IIHGS, JO ISTS. THE IVIAI�UFACTUR IHG OR FABR ICAT 101� OF AHY ITEI�S PR IOR TO �R ITTEN � � � ALTERHATE DES IGN FASTENER (TI�IIST-OFF BOLT) IyIETHOD, SEE MECHAt�ICAL DRA�►INGS FOR THOSE OPEN�NGS IhH ICH REQU IRE L INTELS. REV IEI�I OF SHOP DRA�I�IINGS �I�IILL BE ENT IRELY AT THE R ISK OF THE COt�TRACTOR, � O JOIHTS DES�GHATED AS SNUG T�GHT HEED TO BE �HSPECTED OI�LY ON A PER IOD IC BAS IS. K, ALL MULT IPLE �I�1YTHE IyIASOPJRY �1`IALLS SHALL BE GROUTED SOL ID BET�H�EEN EACH G. �yATERPR00F ING. V�OR BARR IERS. �IATERSTOP, ETC. . SHALL BE AS SHO� ON THE � 3, I�ASOt�RY CO�STRUCTION �IyYTHE �yITH ASTM C476 GROUT, ARCHITECTURAL DRA�►INGS AND AS INDICATED IN THE SPECIFICATIONS. � L. IhHERE MASOI�RY LINTELS CROSS EXPANSION CONTROL JOINTS IN Iy�ASOPJRY� INSTALL H, ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR O o. THE M�N��U�I SPEC IAL INSPECT 101� PROGRAM FOR IyIASONRY IN N01�- L INTELS SO THAT THE L INTEL IyIAY SL IDE 01� OI�E EN�. �IALLS AS SPEC I F IED IN SECT ION 1405 OF THE INTERNAT IOt�AL 6U ILD�NG CODE. � ESSENTIAL FACILITIES SHALL BE AS FOLL01N5: t , FROM THE BEG�NN�NG OF IylAS01�RY CONSTRUCT 101�� THE M. PROV IDE MASOt�RY T IES �t-IERE MASOPJRY ABUTS CONCRETE. �� qR�H�ITECTURALSDRA�yINGSCTURAL DRA�yINGS SHALL BE CHECKED AGA INST F IELD AI�D � O FOLLO�IJING SHALL BE VER IF IED TO ENSURE C01ybL IAI�CE: S. STRUCTURAL STEEL � N o. PROPORT IOI�S OF S ITE-PREPARED I�ORTAR. GROUT AI�D J, COI�TRACTOR SHALL VER IFY ALL ASSU�IED EX IST ING COI�D IT IONS. IF COt�D IT IOt�S PRESTRESSING GROUT FOR BOt�DED TENDOI�S. A, ALL STRUCTURAL STEEL SHALL CONFOR�I TO AST�I A36 EXCEPT ARE DIFFERENT THA1� ASSU�IED. NOTIFY ENGINEER. PER IOD ICALLY) �►IDE FL GE BEA�IS b. PLACE�YIENT OF MASONRY UN�TS At�D COI�STRUCT ION OF ��CH SHALL COI�FORM TO ASTIyi 992, (50 KS 1) AND EXCEPT P IPE COLU�S 1NH ICH K. PRE-IyIANUFACTURED STA IRS. HANDRA ILS. At�D GUARDRA ILS NOTED 01� PLAN SHALL � SHALL CONFORM TO AST�i A53 AND TUBE COLU�INS TO AST�I A500� GRADE B. LATEST � IyIORTAR JO INTS, (PER IOD ICALLY) ED IT IOt�S. STEEL SUPPL IER IyIAY PROV�DE AST�I A572� GRADE 50 AT H IS OPT�ON• HAVE ALL ENG INEER ING. DES IGN �►ND DETA IL ING PROV IDED BY STA IR DES IGNER At�D c. PLACEMENT OF REINFORCEMENT, COI�NECTORS AI�D �IISCELLANEOUS E�IBEDDED tTE�IS SHALL BE A36 STEEL. SHALL BE SUB�IITTED FOR ARCHITECTS REVIEI�1 BEARING THE SEAL OF A PRESTRESSING TENDONS AI�D ANCHORAGES. PROFESSIOI�AL ENGINEER REGISTERED IN THE STATE OF COLORADO, STAIRS SHALL (PERIODICALLY) B. ALL STRUCTURAL BOLTS SHALL BE A325N �NSTALLED TO A IyIINIIy�UM SNUG TIGHT BE DESIGNED TO SUPPORT A L �VE LOAD OF 100 PSF, SEE ARCHITECTURAL DRA\NJINGS � d. GROUT SPACE PR IOR TO GROUT ING. (C01�T INUOUSLY) COt�D IT ION. ALL At�CHOR BOLTS SHALL COI�FORIyI TO ASTIyI A307 UNLESS NOTED FOR ADD IT�ONAL REQU�REMENTS AND CR ITER�A, � e. PLACEMENT OF GROUT, (COI�TINUOUSLY) OTHER�IISE, f, PLACEMENT OF PRESTRESSING GROUT, (COI�TINUWSLY) 2, THE �NSPECTIOtV PROGRAIyI SHALL VERIFY: C. STRUCTURAL STEEL SHALL BE DETAILED APJD FABRICATED IN ACCORDAI�CE �N�ITH THE � a. S IZE AND LOC:AT 101� OF STRUCTURAL ELEMENTS. LATEST PROV IS IOI�S OF A ISC "IyIA1�UAL OF STEEL COI�STRUCT ION." (PER�OD�CALL�) D. EXCEPT �yl-IERE DETAILED OTHER�IISE. FABRICATOR SHALL SELECT STEEL b. TYPE. SIZE AND LOCATI01� OF ANCHORS. INCLUDING CONNECTIOI�S PER AISC "MM�UAL OF STEEL COI�STRUCTION" (ASD). TABLE 11 -A _ OTHER DETA ILS OF A1�CHORAGE OF IyIASONRY TO AI�D/OR A ISC "S IIybLE SHEAR CONNECT IOPJ Iy�ANUAL" �1�1ITH A325 N BOLTS (OR �IELDED STRUCTURAL MEIV�ERS. FRAIyIES OR OTHER EOU IVALENT) TO SUPPORT LOADS IND ICATED Ot� THE STRUCTURAL DRA`1�1INGS, �I�I-IEN Revisions: CONSTRUCT101�, (CONTINUOUSLY) LOADS ARE NOT SHOIht�. SELECT COI�NECTION TO SUPPORT 60 X THE TOTAL UNIFOR�i c. SPECIFIED SIZE� GRADE AND TYPE OF REINFORCEMENT, LOAD CAPACITY PER AISC "MAI�UAL OF STEEL COI�STRUCTION~ F� EACH GIyEN BEAIyI PER IOD ICALLY) AI�D SPAI� FOR N01�-COlyk'OS ITE I�EI�BERS. ' d, LD ING OF RE I FORCEI�ENT, (PER IOD ICALLY) e. PROTECT 101� OF I�ASONRY DUR ING COLD �IEATHER SUB�I IT DES IGN CALCULAT IONS. BEAR ING THE STAIyb AI�D S IGNATURE OF THE (TEI�ERATURE BEL0�I40 DEGREES F) OR HOT �IyEATHER PROFESSIOt�AL ENGINEER LICENSED IN THE STATE OF COLORADO. AND (TEIy�'ERATURE ABOVE 90 DEGREES F), (PER IOD ICALLY) EIybLOYE� BY THE STEEL FABR ICATOR, FOR ALL C01yNECT IOI�S 1�OT COI�LETELY t, APPLICATION �►ND MEASUREMENT OF PRESTRESSING DETAILED OPJ THE STRUCTURAL DRA�IyINGS AND FOR ANY PROPOSED ALTERNATE FORCE. (COI�T INUOUSLY) COI�NECT 101� DETA ILS. 3. PREPARATI01� OF ANY REQUIRED GROUT SPEC�MENS. �IORTAR E. ALL 1^IELDERS SHALL HAyE EV�DENCE OF PASSING THE AMER�CA1� �IELD�NG SOCIETY SPEC II�ENS AND/OR PR ISMS SHALL BE OBSERyED. STAI�DARD OUAL IF ICAT IONS TESTS AS OUTL INED IN A\RJS-D1 .1 . (COI�T INUOUSLY) 4. COIyIPL IAt�CE 1^IITH REQU IRED INSPECT 101� PROV�S IOt�S OF THE F• M�N�MUI� �IyELDS TO BE PER A ISC TABLE J2,4 BUT NOT LESS THAN 3/16" CONT INUOUS COt�STRUCT ION DOCUMENTS AND THE APPROVED SUBIyI ITTALS F ILLET UNLESS NOTED OTHER�I�IISE. SHALL BE VER I F IED. (PER IOD ICALLY) G. FOR ALL BEAM/COLUI�A� OR BEAIyi/BEAIyI CONNECT IONS. PROV�DE HOR IZOI�TAL SHORT 3. FOUNDAT IOI�S SLOTS IN CONNECT IOt� �IEIy�ER OI�LY (�IJT-SECT IONS. ANGLES OR SHEAR PLATES). A, THE ALLO�N�ABLE SOIL BEARING PRESSURE ASSUIyIED IN DESIGN IS 2000 PSF, THE H• STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL IVIASOI�RY OPEN�NGS PER CONTRACTOR SHALL RETAIN A L �CENSED SOILS ENG�NEER TO INSPECT THE LOOSE LINTEL SCHEDULE OR AS SHO� OTHERI�IISE ON STRUCTURAL DRA�IJINGS. ONE FOUNDATIOt� EXCAyAT10N. SOILS ENG�NEER SHALL VERIFY IN 1NRITING THE ACTUAL END OF THE LINTEL SHALL BE FREE TO MOVE HORIZOI�TALLY TO ALLO�HJ FOR SOILS CAPACITY �S EOUAL TO OR GREATER THAt� ASSUMED. ELONGATI01� AI�D SHORTENING, B. ALL FOOTI�G BEARING ELEVATIONS SHOy�t� ARE ASSUMED, EXACT BEARING �. THE TERMINOLOGY "CONTINUOUS" I�EAI�S QUAt�TITY, PROV�DE THE NECESSARY JOINT ELEVAT I OI�S SFlALL BE VER I F I ED IN THE F I ELD �1`I I TH ACTUAL C D I T I OI�S BY DETA I LS TO ALLO� FOR BU I LD I NG MOVEMENTS. COORD I NATE LOCAT I ONS `IrII TH ARCH I TECTURAL CONTROL AI�D EXPAI�S I 01� JO I NTS. Issue Dates: CONTRACTOR ITH APPROVAL OF SOILS ENG�NEER AI�D ALL BOTT S OF FOOTINGS SHALL BE A IN�MUM OF 48" BELO�y EXTER IOR GRADE, J, PROV�DE At�CHOR BOLTS FOR BEAMS BEAR ING ON MASOI�RY UNLESS OTHERI�IISE "K" 05.14.08: 95% CD C. ALL FOOTINGS ARE TO BE PLACED ON FIRM. UNDISTURBED. NATURAL SOIL OR NOTED. "L" 06.05.08: 96% CD PROPERLY COIyIPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER, BACKFILL K. PROVIDE TEIyIPORARY BRACING AND PRECAUTIOt�S NECESSARY TO COIybLY �yITH ALL SHALL BE COMPACTED TO 95X �MI �N��J�I) MOD IF IED PROCTOR DENS ITY PER AST�I STEEL ERECT ION STAI�DARDS AI�D TO INITHSTAI�D ALL CON,STRUCT 101� AI�D/OR "M" 08.01.08: 97% CD D1667 UNLESS OTHER`I�IISE RECOMIyIENDED IN THE SOILS REPORT, IF SOFT SPOTS ARE LATERAL LOADS UNTIL ALL FIELD CONNECTIOI�S ARE COIyPLETED AND PERMANENT ENCOUNTERED REMOVE SO I L AI�D RECOIy�'ACT �RJI TH APPROVED F I LL (RE: SO 1 L LATERAL SYSTEMS At�D DECKS ARE IN PLACE. REPORT FOR DESCRIPTION OF BEARING SOIL). D. CONTRACTOR SHALL BACKFILL EOUALLY 01� EACH SIDE OF FOUNDATIOt� 1^IALLS IN 12 L. STEEL FABRICATOR SHALL NOT RECEIyE ADDITIOI�AL C01�'ENSATIOt� FOR SHOP INCH IyIAX II�UM VERT ICAL L I FTS OR AS RECOIyIMENDED IN THE SO ILS REPORT, REFER DRA�I�NG T IME FOR AI�Y REV�S IOI�S TO ERECT 101� DRA��NGS N� FOR ANY REV�S IOt�S TO P IECE DRA�1�IINGS PR IOR TO ENG INEER'S APPROVAL OF ERECT 101� DRAI�yINGS, Sheet Title: TO SOILS REPORT FOR BACKFILL IyIATERIAL. E. 1�0 BACKF ILL �NG SHALL BE PLACED AGA INST LO�IIJER LEVEL �IALLS UNT IL THE LO�II�ER �• UNLESS NOTED OTHER�IISE. IhHENEVER IyIASONRY RESTS ON STEEL BEAMS �ITH GENERAL LEyEL FLOOR AI�D IyIA IN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. FLANGES N�RO�IER THAI� ACTUAL IVIASOI�RY TH ICKNESS. `I�IELD 1/4" TH ICK CO1�T INUOUS PLATE TO BEAM FLAI�GE. 1�IJIDTH OF PLATE TO BE 1/2" NARR01^IER THAt� F, CONTRACTOR TO PROVIDE. AT HIS EXPENSE. FIELD DENSITY TESTS ON COIyaACTED �SOI�RY THICKNESS. N O TE S F ILL UNDER FOOT INGS AI�D INTER IOR SLABS-01�-GRADE, 9, L IGHT GAGE FRAIyI IIyG G. NOT IFY SOILS ENG�NEER �1I�I-IEN EXCAyAT ION �S COMPLETED SO THAT COI�D IT IOI�S MAY A, L IGHT-GAGE METAL FRAIyI ING SHALL BE THE S�ZE AND GAGE SHOIhN ON THE BE INSPECTED PR IOR TO PLACEIyIENT OF ANY F ILL OR COI�CRETE, DRAI^IINGS. a H, FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT At�D CIVIL DRA�IINGS. B, FRA�IING ROLLED FROIyI STEEL 18 GAGE AND LIGHTER SHALL COI�FORM TO ASTM A570� ;� 4, SLAB ON GRADE LATEST ED I T I ON. 1^I I TH A M I N I IyIUM Y�ELD STRESS OF 33.000 PS I . o A, THE PREPARATI01� OF THE SUBGRADE FOR THE SLAB 01� GRADE SHALL BE IN STRICT C. FRAI�ING ROLLED FROIyI STEEL 16 GAGE AND HEAyIER SHALL COI�FOR�I TO ASTM A570� N ACCORDANCE �I�TH THE PROJECT SOILS REPORT REFERENCED ABOVE, THE LATEST EDITION� �II/ITH A M�NIIyIUI� YIELD STRESS OF 50�000 PSI , M CONTRACTOR SHALL D�RECT OUEST IONS REGARD ING THE SUBGRADE PREPARAT 101� p, ALL �I�IORK SHALL COI�FORIyI �II�ITH THE RECOGN�ZED STAI�DARDS AI�D CODES FOR " REQU IREI�ENTS TO THE GEOTECHN ICAL ENG INEER, L IGHT GAGE �IETAL FRAIyI ING. d, Project No: o B, MOVEMENT OF THE SLAB 01� GRADE MAY CAUSE DAIyIAGE TO AI�YTH I NG COt�NECTED 10. N01�-SHR I NK GROUT ` TO BOTH THE SLAB AND OTHER PORTIOI�S OF THE SUPERSTRUCTURE. ISOLATIOt� � DETA ILS FOR PART�T ION 1NALLS. BASEBOARDS, P�P ING AND OTHER �TEMS lylAY BE A, N�N-SHR INK GROUT SHALL BE PROV IDED: „ REQU IRED. REFER TO THE APPROPR IATE DRA�IyINGS OR COI�SULT �1�1ITH THE 1 , BET�I�1EEN COLUIyI� BASES AI�D COI�CRETE OR IyIASONRY SUPPORTS. 0 2� �� 8� �� 'IS79 � THEPSLABBON GRADERAt�D OTHEREPORT IOI�SMOFRTHE SUPERSTRUCTURE�TEIyIS TO BOTH 2, BET�IEEN BEAIyI BEAR ING PLATES At�D COI�CRETE OR IyIASOt�RY � SUPPORTS. m 3. GROUT SHALL BE COIybLETE AND HAyE A M IN IlylUl� COIybRESS IyE STRENGTH SheetNo: p OF 6000 PS 1 PR IOR TO ADD�NG BU ILD ING LOADS ABOVE, SGALE= ��4' = 1'-0' � 0 g _ • �2007 VA inc Aichrtecs&Plmntrs �i �� NEW 6" 18 6AGE METAL STUD WALL WITH I/�" FIRE RE5ISTIVE TREATED PLYWOOD 5HEATHIN6 D E � Z I6 6A6E TRAGiG WITH A B C � } 6�� 3/8"Q�X�4" EXPANSION g��_���� LL ANGHORS AT 4'-O" i � i 45'-I I I/2" 10'-�I" NEW GONGRETE BOND WJ W BEAM 6" WIDE X 8" DEEP �I'-II I/�" '-3 5/I6" � 1�4'-10 I/�" � WITH (�)-�4 GONTINUOUS AND O TOP OF �4 HOOKED BAR AT 4'-O" � i i W� EXISTING e WITH 8" EMBEDMENT INTO I I ' • �� PLYWOOD � � 6ROUTED GELL I I I I I Architects&Planners (VERI FY) � I Post Office Boa 1734 ; €;. I I I Z ., Q 2,� I I I I V(970)949.034 4 �W w � I I � � f8z:(970)949.8134 T �� �O �r I I --- ---- T - ----- ---------__ I I e 90 Be c6ma k Road Suite 202m Z� � �•X • . . � I i I I � � Avon,CO 81620 u'� y� � _ .. �.. ~�y. \ X �,;4,.'� �l -- -- - ------- --�� �'�., I I Genersl Contract or Developer: W� x` � EXISTIN WCa6D BAR JOIST �. �••�� ( I I i _ ,,:;xy AND G�Y�►LL NERIFY) ��� �..� � � � _ �;� / i �. y��° % � �' ��.\ I I I C►vil Enemeer. „ / \. •, � / `"` , ---______----___...., { - ' .. I � r � � �. I ` I I ___ _ ___---- � _ - _ V_4__u -- ____..._----____ ______________---___�______.___---- ! i / I �i� t � - ....,� / / . / ,� .� -- ` - - - - - -- ___ -- --- ____ ___--- ___________--------_...__------__ .----------____-- ------____..�,`, � f LandscaPeArch►tecture• - � VAg,Inc. i ` � I fj � S� C T Ol�l 1 ;� ,��,,� �, � � , % � � � *�`*,. . f (970)949.7034 3/4" = 1'-O" � / `.. ' ' � , � j`�'• i~.�� I ��/�'�/ �\\ I I i ; . � Jf � ' Mon oe-Newel En�ineers � /'`� �� `�` � ��� �, \ � � 3 NEW GANTILEV�RED i , !J (303)623.4927 � I ' � I I S� SHEAR WALLS � f NEW STEEL GOLU TN l--~ ���` \� � \�� '/ '� � ' ._ - i � - - - - J - - - - - - - - WITH 3/4" X I' O' S EEL � ~• � � �: ?� p`T ��'"'4'�� _ _ _ _ � � r MechanicallElectricalEngiaeerinQ. � - -�- - �...� � �.. � �.-�r - - - - ���= - - - - � i- - -t- - - - - - - - - - �r � - Y� -t- - i _ 6 Bead'9 Oa949 610�eers BASE PLATE WITH / ,�M-____-- �,�� ��. � � � � • . . • .� (�)-I/�"mXb" EMBEDMENT � ____---- `��, � � �� � , �.. EPDXY AGHORS ON I" �.� / � ��,` ``� �� i ...__ ___--__.._____ ,___._ _.��,CI TIN6 8° G1"�U�WJ4Lr P_____._._.__...-- I fi � Materla1s Sc�enhst: MINIMUM SHIM AND NON- / � ~�. �. ��� ` �� ���----_ _ _ _ ___ ` �\I I � ` , 6ROUT SQLID WItH �30 sl J ry - SHRIAlK 6ROUT j �J �.`.. �\., ���. � - - � / - - - _ ._..___.__ _ _- -- �. I � �� t��IN. i i - - - �- - - - - - _ � - - - - � - - T - �- , � -- - y- - 5 �4 HOOKED BARS 6", 18 6A6E METAL /�� ��, �.� � � ;-- ' , f � ` I _ EPDXY 6ROUT 8" STUD WALL TAG �..` �� ��� �`i ` °� ' l GOLUMN' � � . � ;'r --"�J� INTO EXISTIN6 TRAGiG TO ONGR,�TE �.� �� ��. i~ �'E ; � i � 1 6ROUTED GELLS 6RADE B AM PEi��� \ ~ ;`' � � � �,I 1 �---"°-� AT 4'-O" SEGTION /�a2.1 �� `� �� � __..__--, ` f � m 1 ,.,.--�"'r I � Seal � / '�.� �� �� � r________- � � j 3 I � �(1 TYPI GAL AT t - - �' f - �.�z- Z i i / -`- \ �-..� ~..� y � i i i i � � STEEL GOLUMNS �I 4 � ,. � 'r -�° � �-`� � � i i �% � \ ��/ ___f ���. ,�, ` ; , - , 1�1 J � � I1�✓'�'�f7 I\/��.,�" / �•-- /c •'� , �2)-SIMP�.�QN MSTA24 / I "_ � -•--i� i � F.�� 5 ='�S``�'f , `��. J i i / � j j � �� •,� � (; � � STRAP OVER t�k� , ;� '�;`y, , X r '1 / � T'OP O�BO�D � � � FLOOR SHEATHIN6 � t .;� i; W� A � i ,L� / � . 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I � � � i ' `� """ ;E - � NEW HSS 4X4XI/4 / �� � . , � � � a 1 I � � � �- 1 � - - - - - - - - - - � �� - - - - ° - - - - - - G�LUN1ZL(1P_ - - - - - - - - - � - 4 SOL I D 6ROUT GMU � - � �"-- ' -----_ ___-__ __ _�.____-_____ .�___ --- --___ _- -- - � - _... _h ..... _ ....._--. _ _ --- � -�;'_ j t I ST I N6 8X8 GOLUMN NE W HS5 4XA�xX �� � GELLS I' O' EAGH 2�-��� � � � �-- - ° ° - — �-- ' ' ��WN GOLUMN ; � � SIDE OF NEW GOLUMNS i � � _______.------____---- -___ ______________.______ _t_ � �.� � I ' , I � ' � E � ' BEARING STUD� 1�l�I/. �- "� i - � � UNLESS OTHERWISE NOTED i � ( , f � � � I I/�" I I/�" i ,_ I EXISTING � i i I i.�., � �1 � WALL `fJf J f ���.� ( � 1 q" HSS 4XA�X3/8 � 3 � � � -- - � -- . t � If� � � �� ~ � GOLUMN 3 ' NEW HS�4XA�XI/4 � I i I � � t I � � �! f f - - - � - - - O � I � � GOLUMN i i _ _ � � - � - - - - - - - - - - - - - NEW H55 /8 I - - 3 vEGTION ,4-A �-�_----��-� - —I � , �, , , - - - - - - - - - � - - E - - - � r � ' _~_ GOLUMN ' I � � O 3/4" = I'-O" ���-. €�_ � ' I � i I j �€ 3 ' � � S C � � Oi�l � - � ----------- ,�..� I I ' ' } �`'`-. , ------ � � � � � E � NEW HSS 4X�4XI/4 > -- - � � �--" E _____ � � � UP ONLY � � � �--- ! 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E _ _ � _� ___ __ - �� _�-�- ;, ( m I � E r'..��'! ry �I W� I X--� � , -_ -_;.�r�-- , ;; � i I' � I/2" ; 7G1 QF` HSS 4XA I/a4 �X - �� I � - �i ��Y1 i t(1�- -"------ -t'A�----------- -------- --------- ---------� �, � f PL WC'JOD GOLUMN � i _ _.�_ _:;�_- i ' = i I 6 I ° ' V� :�-•==--------- �-((�---�----°- -------- ---------- ----- ------' UP � � I I � � m ��� ' S-6 I/ ' y�, , 16'-O 3/8" s { ( . , 8._��. HSS 4 �>� � i . �'� � �. �_�W� j ' OPEN � I'(1 I i � I I I � '�� H 4X4XI/4 ry � I'(1 53.1 ' � . � � 3 ( � € � � � G LUMN � v I � I � €I � DOUBLE � ^ � - E I ` E� � � L W8XI5 <133'-5 3/8"> � JOtsT �� � � � � � ' � � 53.1 r 14 F, tl �.. X� 6�� GSX X 18l ___;.1� _ _ , � ' _ _ _ .+ 6" GSX ,X l8 J.� (11 6AGE � 9S j � � j � 53.1 � ' ` m _ U4 w " � - � ' ! I ,��, � I �GP.G�STUDS �� � � , i � � 0 I ; 0;-) , 53.1 � � � � Revisions: . � ; i � _ ,......_ _ { E � � � � _ � _ x`� � � H55 4X4 I/4 m I - - - - - i��' _ __ __ -----v. _ y -- -- - - - _ _ �nLi,r••,u - - - - - - - - - - 2 i f ' . Y ' 1-1 /YT� Y - WY � - � t i � y � EXISTIN6 8" GNN`I�+1ft�:L WIND W FRAM�-i IND W F M EXI TIN6 8" GMU WALL � � � i � c3ROUT SOLID WIT,k+�30bf�p�1 ' � 13 ^ 6ROUT SOLID WITH 3000ps1 ;� � j l f i �UT NIIN_ 13 � ! 6ROUT MIN. )2 m I � I f �� - I ( 53.� ► __ _ 53.�� '�t �' . �_ ' � - _ �...-.;^� � � io w 3 -��' - � .y�..��-�.._-�-- � ss.� s3.� m m --�� ' � �� � � ���-� � T � � v � "_ � /' � � � � 3 � � 7. GU NEW W NDOW � � ��__� �_ � .s� � INTO GNN WALL � -�� � ' � (DO NOT OVERGUT � � � I �v I - ---- I _� E �-i � ---- -, I I GORE GORNERS) _ _ - - ---� �� I, - - ! - - - � 4T � - � "_ � � _ - - - - - - - - - - - - - - - - - - - � - - �- - - - - - 1 � I I I I I � � � � � � I I I I i i i � � � I I I I I Issue Dates: I I I I I "K" 05.14.08: 95% CD "L" 06.05.08: 96% CD STEEL FRAMINCz NOTES: FLOOR FR.4MINC� NOTES: ��M�� os.ol.og: 9�% cn I. ALL J015TS SHALL BE GOLD FORMED METAL STUDS AS INDIGATED ON PLAN. G. GOLUMNS SHALL BE GONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO NOTE� ALL STEEL BEAM TO BEAM EXISTIN6 GONDITIONS MAY I. <XXX'-XX"> INDIGATES TOP OF STEEL BEAM ELEVATION OR .lOIST SEE GEN�RAL NOTE ��i ON SIA FOR LIGHT 6A6E FRAMIN6. ROOF. �GIN6 STUDS SHALL BE ADDED TO NOTED GOLUMN SIZES AS GONNEGTIONS SHALL BE MADE BEARIN6 ELEVATION. REQUIRED. WITH (�)-L4X3X3/8 WITH (�)-7/8"� REQUIRE STRUGTURAL AND �. FLOOR SHEATHIN6 SHALL BE I I/8" "WARM BOARD" STRUGTURAL SHEATHIN6 THRU BOLTS OR WELDED EQUIVALENT A�HITEGTURAL REVISIONS Sheet Title: �. XX" INDIGATES SERVIGE REAGTION IN iGIPS AT END OF STEEL FASTENED TO .�DISTS WITH 6LUE AND �10 SGREW5 GOMPATIBLE WITH METAL 10. �INDIGATES INTERIOR BEARIN6 WALLS. FLOOR JOISTS UNLESS NOTED OTHERWISE WHEN EXPOSED IN THE FUTURE BEAMS. RE� 6ENERAL NOTES FOR GONNEGTION DE516N STUD FRAMING, UNLESS NOTED OTHERWISE ON DETAILS. BEARING LOGATIONS SHALL LINE UP WITH STUDS BELOW. REQUIREMENTS WHERE REAGTION IS NOT SHOWtV ON DRAWINGS. Loft 3. ALL HEADERS SHALL BE (3)-8", 18 GA6E GSW STUDS, UNLESS NOTED OTHERWISE, II. ALL EXTERIOR WALLS SHALL BE GONSTRUGTED USIN6 6", 18 6A6E 3. STEEL SUPPLIER SHALL REVIEW EXISTIN6 GONDITIONS PRIOR WITH 51N6LE TRIM STUD AND (�)-KIN6 STUDS. G-STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL � O� � � � OO � � ��� � I �� �� �I � TO PREPARATION OF STEEL SHOP DRAWINE�. INFORMATION. EXTERIOR STUDS GAN BE SPAGED�'-O" FOR Floor 4, � INDIGATES GOLUMN DOWN ONLY. MULTIPLE 2X FRAMIN6 NOTED WALLS SHORTER THAN 10'-O°. STUDS SHALL BE SPAGED 1'-�4° �� ON PLANS. FOR WALL SHORT�R THAN 14'-O" AND TALL�R THAN 10'-O". �� 4. Q INDIGATES TUBE STEEL GOLUMN DOWN ONLY, I/4" = I'-O" • 5. 0 INDIGATES TUBE STEEL GOLUMN UP A1VD DOWN, UNLESS IT IS 5. � INDIGATES GOLUMN UP AND DOWN UNLESS IT BEARS ON 1�. RE: ARGHITEGTURAL DRAWIIV6S FOR LOGATION AND SIZE OF Framing LABELED UP ONLY. GONGRETE WALL OR FOOTIN6 BELOW, OR IT IS LABELED UP ONLY. ROUGH OPENIN6S ItV STUD YVALLS. a 6. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE HE16HT ELEVATION. 13. RE� ARGHITEGTURAL DRAWINGS FOR HANDRAIL AND STAIR Plan N 6. -�-INDIGATES TOP OF PLYWOOD SHEATHIN6 ELEVATION. FRAMIN6 DETAILS. � '1. '$- INDIGATES TOP OF STRUGTURAL FLOOR SHEATHIN6 N 7, �I� INDIGATES FULL MOMENT GONNEGTION. INGLUDES FULL PENETRATION ELEVATION. 14. ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM o WELD TOP AND BOTTOM FLAN6E OF GANTILEVERED AND BAGiCSPAN FLOOR TO FLOOR OR FLOOR TO ROOF. N BEAMS UNLESS OTHERWISE DETAILED. 8. ALL GOLUMNS SHALL BE 6", 18 6A6E G-STUDS UNLESS NOTED OTHERWISE. � M � 3 Project No: ' - �- � -o � N � m �� �� 8� T� 7579 � � � ; Sheet No: mSGALE: ��a• = 1'-0' 0 U g • • _ �2007 VA inc/uch�roects&Plvmecs /% A B � D E ������ ai�-ir. � � � ���-Q�� VAg, Inc. 21'-II I/2" '-3 5/I6'. 45'-I 1 I/2•• � � � I I Architects&Planners I I I I I Post Office Boa 1734 I � � � � I I Vail CO 81658.1734 II I (970)949.7034 i ._....___ __._..____ ____..__ � � � � � I faz:(970)949.8134 II I I email:general@vagarch�tects.com I ' I f I 90 Benchmark Road Su�te 202 Avon,CO 81620 I I I I General Contract or Developer. I I - � I 1 I I I I Civ�Eng�neer• I -_ , � I - I � � � _ � I I I �� I 6 SIM. (3)-II "i/8" LVL I � GANTI LEVER i Landscape Architecture: i i � 32 53.1 EAGH SIDE i � � VAg,Inc. .�� � � �t (970)949.7034 I '\ (�)-II '1/g" BGI/GO 1 . StructuralEn�ineertn¢: , i j i Monroe-Newel Engineers - i � i i AT I -4" Z ��� I (�)-II '1/8" BGI/q0 r I - - - (303)623.4927 I AT I'-4" � GUT NEW _ 4'� - - - - ! - - - - - Mechanical/ElecMcal EnaineerIn�: �� .. _ _ _ _ 4:1� _ �,,,��Hpgy,� � -� " --�- - i- 6 Beadin Ganze Engineers �- -�i - � - -T - �____ _ � t - - - - - �- - - - - - - - - \ � 8 •r =,�- -- -��-� pPENIN6 � I � (970)949.6108 \. � i i EXISTIN� 8" GM�,!_.�NALL.,__,_�_ � ; e�Z J i I __,.___ ___ _ __� EXI�TI1y5_$.'.. ►`�11, WALL ___ _ _ --- ' - ���I m ` T 50LID W TH�3000�051 �•� �� � v 6f20UT SOELID WITH 3000P5I � m J ry MaterialsScient�st: ^ � � ,,/ ` 6ROUT tiilN. 3 iv � i 5 i -.____ -_- - _ __ i v i 6ROUT I N. � � _ �' - - - - - - - - - - - - - - - - - - - - - - _" J� \ _ � - - - H55 4X�4X1/4 '"^' � ._......_.-._...�� 1 i I I/4" STEEL GOLUMN � ---------_' _ _. 1 WI�X35 TO,EB WI�L TH�)�3/4"�DXD E�C�RI WALL � � ' PLATE SADDLE WIOX54 SLOPI 1 6" LA6 SGfzEWS p� 3 �'~""J I J i EAGH END .�^+- �� I ��Ses�f`-��. 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ROOF SHEATHIN6 5/8" (40/�O SPAN RATIN6). 5TA6GER PANEL END JOINTS �1. SEE SHEET SI.O FOR 6ENERAL NOTES. NOTE� ALL STEEL BEAM TO BEAM EXISTIN6 GONDITIONS MAY AND FASTEN WITH IOd NAILS AT b" MAXIMUM ALL ED6ES AND I'-O" MAXIMUM GONNEGTIONS 5HALL BE MADE REQUIRE STRUGTURAL AIVD OTHER SUPPORTS. 10. RE� ARGHITEGT FOR GHIMNEY SIZES AND LOGATIONS NOT NOTED ON WITH (�)-L4X3X3/8 WITH (2)-'1/8"� ARGHITEGTURAL REVISIONS STRUGTCJRAL PLANS. THRU BOLTS OR WELDED EQUIVALENT WHEN EXPOSED IN THE FUTURE Sheet Title• �. RE: ARGHITEGT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS UNLESS NOTED OTHERW15E . II. OVER FRAMIN6 SHALL BE �X6 MINIMUM AND SHALL BE POSTED NOT NOTED. DOWN TO MAIN TRUSSES ON A GRID NOT TO EXGEED 4'-O" X 4'-O" (Ib FT�) Upper R�of 3. ALL HEADERS SHALL BE 8", I-4 GA6E G-STUDS UNLE55 OTHERWISE NOTED. ALL HEADERS SHALL BE BUILT OUT 6" WIDTH. 1�. 'RE� ARGHITEGTURAL DRAWINcSS FOR SKYLI6HT INFORMATION AND LOGATIONS. I I ��� � �OO� � ��� � �� �� �� Frami�g 4. ALL HEADERS LON6ER THAN b'-O" SHALL REQUIRE TWO TRIM 13. RE: ARGHITEGTURAL DRAWIN6S FOR ALL OVERFLOW SGUPPER �� �� STUDS AND TWO iGIN6 STUDS EAGH SIDE. LOGATIONS. I/4" = I'-O" �p 14. 6ENERAL GONTRAGTOR TO GOORDINATE MEGHANIGAL ROOF TOP P an 5. ALL .101ST HAN6ER5 SHALL BE SIMP�.�ON LUP, WP OR LSSU E UNLESS NOTED OTH�RWI5E. UNIT SUPPORT FRAME LOGATIONS AND DIMENSIONS BETWEEN � MEGHANIGAL GONTRAGTOR AND ARGHITEGT. � 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM � SHALL USE SIMFx'�ON PLATE GONNEGTORS UNLESS NOTED 15. ALL GOLUMNS SHALL BE C3)-6", 18 GAGE STUDS UNLESS OTHERYVISE NOTED. N OTHERWISE ON DETAILS. I6. � } INDIGATES TOP OF PLATE HEIGHT. � °0 7. ALL EXTERIOR iNALLS SHALL HAVE GONTINUOUS STUDS FROM `�' FLOOR TO ROOF (INGLUDIN6 RAiGE WALLS). '� 8. < > INDIGATES TOP OF ROOF BEAM. Project No• 3 � v , - � m �� �� 8� � 7579 � � � � � Sheet No: � SGALE: ��a' = I'-0' � . ° • s �2007 VA Inc Arohihxis 8e Plem�ers 2 b" G-STUD J015T �`RE: I I/8" WARM BOARD 1/4" STEEL PLATE WITH RE: ARGH. 3/4" x I'-O" WIDE SEAT PLAN) WITH 14 6A6E STRUGTURAL FLOOR j EXISTIN6 GMU WALL (�)-I/2" � X 4" EPDXY A GROUT SOLID WITH ANGHORS PLATE WITH -3/4"Q� TOP FLAN6E HAN6ER SHEATHIN6 3000p51 F3ROUT STONE VEN R THRU-BOLTS TO HEADER FLAN6E / � FLANGE (SLOT PLATE WELDED TO BEAM ' (RE� ARG ON ZX,4 c�3.� AT BEAM WEB) STEEL BEAM RE� PLAN AT I'-O" GHIMNEY LVL GANTILEVER � YVAL ITH I/�" RE: PLAN (3)-3/4"m THRU- PL OD SHEATHIN6 BOLTS ` I/ " I I/�" I I/1' " 3" I I/�" ' I BEVELED TOP PLATE � `��;� L6�tr4X3/8 ,4„ � � � - �� (LLVI WITH I/�"� i _ s.:•�; THRU-BOLTS � �.A„ � AT�'-O" TO �i i� ; ••. �r� (�)�XIO _ � �� 51M IP�..sON,HUG HANGERS i STEEL BEAM RE: PLAN ry t(1 ,�i�. BLOUGIN6 ,; ;, EAGH END TO i � � - GANTILEVERED LVL'S � � , I I°`� i . . , � � ------------------T-------------------- 0 T , ��- = , � � �- n , , � ---------------- ------------------ S� C T 01�1 1 � i i i i � � � � - L6X�4X3/8 CLLV) VAg Inc• HAN6 RAFTERS � � � � I I I � � I - WITH I/�"� THRU- 3/4" = I'-O" 1 � �/-4 ��4 � � � � i i � � BOLT AT�'-O' TO LVL TO LVL WITH SLOPIN6 I'-p" Architects&Planners i i i I _ � � SIMP�,�ON B HAN6ERS I i i I ry . b�� � � � � I I/8" WARM sr I" X FLAN6E WIDTH PostOfficeBoa1734 ry i i i j _ i i BOARD � END PLATE AND I" � i 3/I6 � � � I l'� �X4 AT I'-O" GHIMNEY gTIFFENER AT GENTER i i Vail CO 81658.1734 �U i i i i � � � i i STRUGTURAL LL WITH SLIP GLIP i i 6"-18 6A6E METAL � i i i - i i i i� o FLOOR TAGHMENT TO � i � I I/8" WARM BOARD (970)949.7034 � STEEL HEADER RE: PLAN i i i STUD NON-BEARING STRUGTURAL FLOOR I I I I �(1 SHEATHIN6 Bp OM OF STEEL faz:(970)949.8134 I I I I i� i � � ON G-STUD� � � � � WALL WITH FIRE �0 I SHEATHIN6 emad:general@vagarchitects.com i � i i o i i i i o BEA T I'-O"; RUN i � i STEEL BEAM (RE: PLAN) RESISTIVE TREATED - i � i i i i � .IOIST PLYWO SHEATHING � � � i WITH 3/4' HALF HE16HT P LY W O O p � ry i i i i � � � � � � GONTIN PAST BEAM I" X 8" X 8' � i WEB STIFFENERS AT ��Q, � � b" G-S I U D J 0 1 5 T (R E� 9 0 Benc hmar k Roa d Su�te 2 0 2 � � � � ry � � �/4 � GOLUMN TOP � � BEARIN6 POINT }�.� PLAW WITH 14 GA6E Avon,CO 81620 � i i i i � � TYP. � � I'-O" 5" PLATE � � � PAVERS IN SAND BED J J TOP FLAN6E HAN6�R i i i i i i I i i � j j � OVER YVATER PRDOF ING �.� General Contract or Devetoaer: i i i � i i i fRE: ARGHJ a 5" FLAN6E TO BEAM I i i i � � � 1/4" BENT STEEL PLATE i � � �O i i i i � � � RE� 12/53.1 i i �' ° � � � S� C �' I 01�1 9 � - ---------- ------=---- � �`I i i � ---------------- , ------- � i HSS 6)G4X3/8 �RAME =--`--- ~" . . . ... Civ�lEnPineer• - �Y ----------------------------� --------- 3/4" = I'-O" i i i i RE� SEG. 12/53.1 � � _ ,`t; !�)-3/4" X 4"X b I/�•• '�,�:�, � � � � - STEEL SI DE PLATES ~��' I � � I Landscape Architecture• .,�•� WITH (�)-"1/8" � BOLTS I" NON-5HRIt�tiG 6ROUT � � � VA Inc. �10 TEK SGREWS AT i i i g� (A3�5) r°�;: EXISTIN6 GMU WALL =o,. i � 970 949.7034 t�rY � b" PANEL EDGES, I'-O" i i FULLY 6ROUTED W�TH 3/4" PLYWOOD 3/8" X G" X�'-O" ';,«- . 6LUE TYP. I � BEYOND 3 5/8" G-STUD JOIST - Structurat En¢ineerIn¢• STEEL PLATE WITH PANEL FIELD, PLUS STEEL BEAM RE: PLAN (8)-3/4" � X b"HILIT i i SHEATHIN6 AND 14 6A6E Monroe-Newel Engineers �GWIiG BOLT EXPANSION t�' HS� bXA�X3/8 STEEL GLIP AN6LE TO BENT PLATE I �/8" WARM BOARD i i (303)623.4927 S E C T I 01� � ' � MechanicaUElecMcal EngineerinE: ANGHORS A FRAME ��;�� Aw4 I/8" BENT PLATE ,�,-,L� ;,,�� ,r;..; WELDED TO TOP Beadin Ganze En�neers � � � � � O� 1 � EXISTIN6 GMU I/�" NON-SHRIIWG 6ROUT �i;�' ?N� FLAN6E OF BEAM (970)949.6108 I FULLY 6ROUT WITH (MINJ _,:�•, �:�•,� 3ooOpsi C3ROUT %��= s ;„ Materlals Scienhst: EXISTIN6 8' GMU 3`0`` `~PA,. �� C � � O I � � I I/�" = I'—O" ���r 4�r - WALL 6ROUT SOLID ' �� C � � O I � I � WITH 3000ps1 MIN. -z"�' �'"�� _ 5/8" ROOF SHEATHIN6 .,�,K r�AY• �� 3/4" = I'-O" ;,�;r �4,�. _ �._0.. RAIL, RE� ARGH. �� � � � O I �l �G/ r�enl � ,��. G-STUD JOIST RE� PLAN RE� ARGH. "���j f;�, � �r'�•. �x weB P.s.c.+� ' EAGH SIDE f�)-3/8" X 4" X b I/�" SEGTION „ LVL �LL r E ,` ���� (2)-0.188 � POWDER ��'Q'�� ° ���Q�� FASGIA AT SIM. TOP OF � r ;=`�..� RE� PLAN M .�:• �A � R ARGH. i STEEL 51DE PLATES AGTUATED FASTENERS �4 °a:' �t AT 8" INTO GMU � "�` `' WITH (�)-"1/8" � BOLTS �. ' `,, fA3�5) ' ._ , �XXX'-XX" • SHEATHIN6 w � � TOP OF ' �I •. ' STEEL BEAM RE: PLAN 5/8" ROOF �� �7`�a�� Sio, h�'yJ�'" f` PLATE „ .• . . �� „ � � �; <<s �C s-:> „ , „ ROOF ,1015T RE� PLAN Q� 2XL2 LED6ER WITH (4)- �,;�.,�sov��,,•• ;-�,.�,� • � 4" 6' 4" �� � � � O� � � WITH SIMP�.�ON L551J 16d NAILS AT I'-O" TO `��..������*� �� '�`;�� •• ' ROOF JOIST RE� PLAN HAN6ER TO LED6ER �XI� BLOGKIN6 WITH `�-�.._..._....�� .',;,t, . L3X3XI4 6A6A X 4" ry 3/4" = I'-O" EAGH END TO r-.�T DS I GLIP EAGH JOIST WITH • (4)-#I� TEK SGREWS i — �X BLOGiGIN6 A � `�`'�--�__ _ - EAGH LEG � � �Xb RAFTERS WITH 5/8" LVL SUBFASGIA i � � :fl PLYWOOD SHEATHIN6 16 GAGE BENT PLATE � � , ti, , , ; , � �� , � I-JOIST BLOUGIN6 TR,qG{� � , . (2)-LAYERS 3/8" GURVED EAGH SPAGE PLYWOOD SHEATHING ON 4� ' 6"-18 GA6E METAL _ ry BARREL ROOF JOIST � ; ; u STUD WALL WITH FIRE � - � �X12 LED6ER � b" 18 6A6E AT 1'-4" ■ O RESISTIVE TREATED — ' • METAL STUD WALL WITH . METAL STUD DEGiG PLYWOOD SHEATHIN6 � • � • �-� FIRE RESISTIVE TREATED A .1015T RE� PLAN WITH ' � . � �' PLYWOOD SHEATHIN6 �j (4)-�I� TEK SGREWS C T � 01�1 1 � ---��" � ,� TO EAGH WALL STUD �� (BALLOON FRAME) � --------------- 6"-18 6A6E METAL STUD ---- -------� HSS BEAM WITH 1/�'�X2" GURVED Hx 8X6XI/4 � 3/4" = I'-O" �X6 BARREL ROOF STRUGTURAL SUB-FASGIA THREADED STUDS T IM TUD UND AGH JOIST WITH SIMP�.�ON WELDED TO TOP AT WITH I/�"� THREADED STUDS • DEGiG JOIST WITH #I� A-35 GLIP TO 2'-O" FOR PLATE AT�'-O° WELDED TO SIDE TEK SGREWS AT 6" TO � I EAGH FULL HE16HT WALL � •� PLYWOOD LED6ER ATTAGHMENT AND TOP STUD RE: ARGH. O � I AND (6)-16d NAILS TO FUR DOWN FOR SOFFIT GANTILEVER 5/8" ROOF SHEATHIN6 3/8" X I'-6" X I'-10" RAFTERS RE: ARGH. STEEL PLATE WITH O � � R( HIL T3�GWI�G BOL 5„ GURVED HSS SUB-FASGIA WITH LVL SUB-FASGIA �� � � I/�"� THREADED STUDS �q{�E I�qFTER WITH 2X4 I/�" FIRE RESISTIVE � � <XXX'-XX" WELDED TO TOP AND SIDES AT EXISTIN6 GMU WALL WEB PAGiG AND (6)-8d NAILS TREATED PLYWOOD FULL HE16HT 3" �RE: PLAN FULLY c3ROUT WITH �'-O" FOR (�)-LAYERS OF 3/4" EAGH SIDE SH�ATHIN6 STUD 0 3000p51 6ROUT PLYWOOD LED6ER � � RE�ARGH. I-JOIST I-JOIST BLOGKIN6 DEGiG SHEATHIN6 � � CC� � �� C � � O I �L � 1 BLOGiGIN6 � � O � � � � � O� � � 3 5/8" G-STUD JOIST � • �'• � 3/4" = I'-O" ;� . G-STUD BLOG�CIN6 �� ""� ' . EAGH SPAGE � � O '� • � ' � I I/2" = I'-O" � • - -- ----�--- - V �� • � �ROOF JOIST RE: PLAN (3)-I I '7/8' LVL � �n .• WITH L55U HAN6ER GANTILEVER EAGH I/4" BENT STEEL • � I � � � i i SIDE I I PLATE WITH T M`R : P N 3/4" X I'-O" WIDE b �2�-�/�" � X 4" TRIM STUD � � S EEL BEA E LA STEEL SEAT PLATE EPDXY ANGHORS � , __ - (�)-LVL SUBFA�-.�GIA WITH BEVELED PLATE � Q �X TOP PLATE AND BGI JOIST WITH S3'� RIDGE BEAM SOLID WOOD WEB HU41�2 HANGER � RE: SEG. 6/53.1 SE GT I ON A-A � BGI ROOF ,�OIST WITH BLOGiGING WITH 1/�" m � � LSSIJ HANGER EAGH END THRU-BOLTS AT�'-O" I" X 8" X 8° '4 I" STIFFENER O - , STEEL PLATE 3 � , , EAGH SIDE W� � ' ` � � C � I Ol�l 3 !"'� 1 �� � ��� , � � � °'� � �� I � � I" STEEL END �� i i� ( '; j HEADER BEAM i � O � � � � PLATE � � �� E � , RE: PLAN 3/4" = I'-O" � 3,4�� _ ��-o�� �, � �� ' �� � '..� N 6" 18 GAGE �X WEB PAGiG RAIL, RE: ARGH. � 'WALLR.� ALDIGNA�E FD AN6ES OFTOP EAGH SIDE � �TUDS WITH RAFTERS PAST BG� JO�ST RE: PLAN RAFTERS BEARING GE OF S EATH N�G�D � RE: ARGH. __ __ i � STEEL BEAM TOP OF WALL �] i � (R�: Pl_AN) WITH BGI JOIST OR�RIM � W= � � I/4 � � � � � BOARD BLOGiGIN6 � �/ 6" � � � � i i I/�" END PLATE BLOGiGIN6 � � � � i � �4"i i I � AND SEAT PLATE _ � 5/8" ROOF = � � � 3/Ib i i � � � SHEATHING W i i i i I I STEEL GOLUMN �� � • • , � � _ � i p WITH I/�" GAP . � ROOF J015T RE: PLAN �— �XI2 LEDGER WITH (4)- � i� � i �i AND BASE PLATE � . � WITH SIMP�,�ON LSSU Ibd NAILS AT I'-O" TO �i i i i� • HAN6ER TO LED6ER �XI2 BLOGiGIN6 WITH ° �� � � �� o 14 6A6E GLIP AN6LE � � � �� � � � O� � " EAGH END TO STUDS - �X BEVELED PLATE � � STEEL BEAM RE� PLAN i i I/4 i i 3/4" = I'-O" 6LUE AND RAM-SET Revisions: TO STEEL BEAM i . � i i � STEEL BEAM RE: PLAN ' ' � ' ` i ------------------------ -_ ------ i I-JOIST BLOGiCIN6 RE: ARGH FOR BEAM , ,: , . „ ,,. ;;;,••,;, .• ---------------- ;, .,, . � it � p WRAP ;;a•:,,, -------------------------- -- --------- � I I 4" RIM BOf�R ,�`j •� cXJCX—XX' � �� LVL BAGiCSPAN •. SUB—FA� IA �';;ti,'';; BEAM RE: PLAN SOLID WOOD WEB PAG�G/LED6ER 6" 18 6A6E AT 1'-4' ' WITH TOP BEVELED AT ROOF SLOPE AND I/�"� THRU-BOLTS AT 4'-O" METAL STUD WALL WITH METAL STUD DEG�G FIRE RESISTIVE TREATED JOI5T�RE: PLAN WITH PLYWOOD SHEATHIN6 � �4)-�I� TEK SGREWS C� �I (BALLOON FRAME) TO EAGH WALL STUD , � • • � `/� C � � O I �L � -.. 3"-18 6A6E METAL STUD GUT NEW GNN WALL HSS 6X4X3/8 OPEN11.16 I� � • • � � � 3/4" = I'-O" (�)-li '1/8" LVL STRUGTURAL TRIM STUD UND�R EAGH OPENIN6 FRAME i . . �� � I SUB-FASGIA DEUG JOIST TO BEAR '; ' ' ; �� ON BOTTOM FLAN6E EXISTIN6 GMU WALL I" NON-SHRINK 6ROUT �� � " 1.5 X "d° �d° FULLY 6ROUT WITH MINIMV►.� RE� q�GH. 3000p51 6ROUT RE� ARGH. MIN MUM —��� B ��-O" Mqx, RE� ARGH. IMP�'.�ON IUT � �/� C � � O I � I� HAN6ER i./� G � � O I � I � 3/4" = I'-O" RAfGE RAFTER WITH • , ��G4 WEB PAGiG � Issue Dates: 3/4" = I'-O" . 6" 18 6A6E METAL STUD INVERTED � "K" 05.14.08• 95% CD I I/8" WARM BOARD RAiGE WALL WITH I/�" FIRE RESISTIVE � _ "L" 06.05.08: 96% CD �10 TEK SGREWS AT TREATED PLYWOOD � - n n o • 6" PANEL ED6E5, I'-O" SHEATHtN6 AL16N I .IOIST RAFTER M 08.01.08: 97/o CD .'1,s` PANEL FIELD, PLUS RAFTERS WITH STUDS RE� PLAN WITH ',y'` � FLAT EAVE �••,•� 6LUE TYP. q 3` � WITH 8d NAILS AT LSSU HANGER B 4" TO I-,J015T AT ..:�•. PLYWOOD BAGiG-SPAN �r�,-; WEB PAGiG EXISTIN6 8" GMU ;'�;. ; � AS EQUIR DFFIT SheetTitle: WALL GROUT SOLID `' STEEL BEAM WITH�X STEEL BEAM (RE:PLAW WITH 3000ps1 MIN. ;,.;;." PAGiG AND�X WITH LID WOOD W B �*j, AND E�T�OP�PRLUATE �X BLOGiGIN6 :r;+ BOLTS AT 4'-O" BEVELED PLATE WITH DETAILS 14 6AGE METAL STUD I/�"� THRU BOLTS AT 4'-O" 6" METAL STUD WALL LED6ER WITH 3/4" m X 6" ,�t� G-STUD JOIST RE: PLAN BEYOND (NON-BEARIN6) HILTI iGWI�G-BOLT EXPATISION :�r s; r - - - -` T ANGHOR AT 1'-•4" .=?�". `/ � C � � O I �L � L3X3XI4 GA6E GLIP �Xr4 FLATWISE _ OUTRIG6ER WITH (2)-#I� TEK SGREWS 3/4" = I'-O" �2)2XI0 UNDER 2X4 � EAGH LE6 BAGiGSPAN WITH a (�)-I/�" cD 6" LA6 � 14 6AGE METAL STUD BOLTS AND 6LUE � TRAG�G N � O ° S� C T � O1�1 19 N I-JOIST WITH SOLID c��n � 3 3/4" = I'-O" . � W AG Project No: F� � SECTION B-B � � 7579 f � � S� C T I 01�1 � _ � � stieet No: v� 3/4" = I'-O" m O 0 g • _ �2007 VA Inc Arch�ucis&.Plazmefs f i �� ' RE� PLAN R � L RI � I'-O" � �'-O' 'RE: �RGH. L MINIMUM 5/8" ROOF SHEA7HIN6 �X8 TOP PLATE I/4 RO F SHEATHIN6 WITH I/�" � X 6" EPDXY ANGHORS AT i �,_�,. � � �/2° i IN RTED 51MP�',�ON I 3/8" X 3 I/�' X 3'-O" BGI BL KINE� HU N6ER STEEL PLATE; WELDED EAGH 5P E I TO TOP FLAN6E • ,�. :� ; � , � � {•: � �: .�� . `�� t�: � �{ . �� i` ` � . . t . . . �'� � ��� � %��*, � . i } . . . , �''�,, � � � i~� `� �� '�'� VAg Inc. (4)-L4X4X3/8X0'-6" � � • t ' • • I �,� WITH (2)-'1/8"m BOLTS STEEL SHIM PLATE I 3/4" X II 7/8" ,, �,. BG� ROOF JOIST � EAGH LE6 LVL SUBFASGIA �� RE: PLAN Architects&Planners � . 3/8"XS"X3'-O" STEEL STEEL BEAM RE� PLAN '�` PLATE; WELDED ��-�� 7/8" LVL (�)-II '1/8" LVL SOFFIT`RE• ARGH. EXISTIN6 8" GMU WALL PostOfficeBoa1734 TO BOTTOM FLAN6ES SUBFASGIA 6LUE i BAGiGSPAN BEAM 6ROUT SOLID WITH Vail CO 81658.1734 I/4 (4)-IOd AT 61TH �� RppF JOIST �OOPSI 6ROUT MIN. ( ) II 970 949.7034 � RE� PLAN �/4 faa:(970)949.8134 SIMP�,�ON A35 GLIP � �� � � � O� I � email:general@vagarchitects com EAGH JOIST I I BENT STEEL BEAM � � �� � t � O� I Q RE: PLAN W I TH�X 90 Benchmark Road Su�te 202 I I �l J TOP PLATE AND 1/�" m 3�4� - ��-��� Avon,CO 81620 THRU-BOLT AT�'-O" 3/4" = I'-O" General Contract or Developer: RIPPED�X6 GONTINUOUS C� �I - PLATES `/ � C � � O 1 � � BGI BLOGiGING }�I EAGH SPAGE Civd EnQineer: 6"-18 GAGE METAL I I/8" WARM BOARD 3/4" = I'-O" _ STUD NON-BEARIN6 STRUGTURAL FLOOR BGI WEB _ WALL WITH FIRE 0 p SHEATHIN6 STIFFENER ,�� RESISTIVE TREATED �Q RE� PLAN � Landscape Arch►tecture: PLYWOOD VAg,Inc. g R�a � 6" G-STUD JOIST (RE TOP OF STEEL'RID6E BEAM �� ��F -�OIST S W PLAW WITH 14 6A6E RE� PLAN }}-� PLYWOOD RE� PLAN WITH BEVELED � 49.7034 PAVERS I N SAND BED J TOP FLAN6E HAN6ER • <XXX'- "> Structural EnQineering: ' OVER WATER PROOFIN6 "��� TOP PLATE AND I/�" � d 5" WELDED TO BEAM <XXX'-XX" THRU-BOLTS AT�'-O" 5/8"�ROOF SHEATHIN6 ,q, •� � . Monroe-Newel Engineers (RE: ARGHa �� FLAN6E •• �. (303)623.4927 BGI ROOF ,1015T RE� PLAN � � MechanlcaUElecMcalEng(neerin¢. °' Beadin Ganze Engineers �, + � `� � BGI BLOG�GIN6 (970)949.6108 EAGH SPAGE Materials Scientist: I � ' 3 5/8" G-STUD JOIST I '��;1;, ••• I - WITH 3/4" PLYWOOD STEEL BEAM RE� PLAN 8 i tt''�,,,, �. SHEATHING AND 14 6A6E �@`, GLIP ANGLE TO BENT PLATE ',' STEEL BEAM RE: PLAN � - WITH�X TOP PLATE ` ~ I/8° BENT PLATE �' =t. �'� WeL�E� TO TOP 11 7/B LVL AND I/�" m THRU—BOLT 3 � e�. �� FLAN6E OF BEAM SUBFASGIA AT�'-O" WITH�X � , f��sA,�sy ' BEVELED PLATE ,°� '�' �,��,,� , ,�..., SIMPSON H2S GLIP ,� �;, `� �E' � ,, `/� C � � O I �l � � EAGH JOIST L � r ll� '+� ,3 ,f a„ � s :�� ��c �<"�F "'r.€ WOOD WRAP�RE: ARGH. ,�� �= � f� ;.�:u,'����t�LF�ps'� -3, 3/4" = I'—O" �'��„�;,, ��.v,�.<<-m�f �,�;.:� e ;` �!'���Os°��A�° > S� C T I 01�1 .2 ^� � ��_� - 3/4. _ �._�„ THIN STONE VENEER - , � 3/8" BENT STEEL 2X6 STUD WALL GOLUMN WITH I/�" WITH SHEATHIN6 GAP PLATE W�OX22 BENT BEAM - WITH�2X TOP PLATE �� BLOGiGIN6 R� ~ I I/8" WRRM BOARD AND I/�" � THRU- EAGH SPAGE � ' WIOX88 BOLTS AT�'-O" S� C T I 01�1 � �� WEB � STIFFENER ��� 3/4" = I'-D" i I O 0 0 o BGI�ROOF rlOIST � o RE� PLAN � <XXX'- "> i 5/8" ROOF SHEATHIN6 ,q, •' � • . i i .• i � i i � R I I/4" STEEL STIFFENER � . '� � � i W8X15 EAGH SIDE I I ', � i i i HSS 4X�X1/4 HAN6ER -RpOF STEEL BEAM ��� � i � i GOLUMN EAGH GORNER RE� PLAN WITH 2X TOP � •� � � i � PLATE AND I/�"m THRU-BOLT � I O � ` i � i i i AT�'-O' I 5/8" ROOF SHEATHIN6 ' •.• O I � .• � � � � � I � � � � <XXX'-XX"> O i 4 � i (4)-L4X�4XI/4 X 8" � i � 3/�b HSS 8X4X3/8 STEEL � � WITH (�)-I/�" � � � I I/8" WARM II "1/8" LVL � THREADED RODS � i i i i FRAME I i BOARD �BFASGIA � � � IN VERTIGALLY � i � � EXISTIN6 FLOOR �] � 'O SLOTTED HOLES � � SHEATHIN6 SIMPSON H�.S GLIP •� AND (2J-I/�" � X 4" ----------- EAGH JOIST � � o LA6-BOLTS INTO ry Q EXISTIN6�O" T�lL `� FLOOR �� �IpIST STEEL BEAM RE: PLAN --------- WITH�X TOP PLATE � � � AND I/�" � TI#RU-BOLT i I i AT 2'-O" WITH�X 6"-18 C�AGE METAL � � � HSS 4X4X1/4 STEEL STUB STEEL BEAM RE� PLAN BEVELED PLATE STUD WALL WITH FIRE GOLUMN WITH I/2" STEEL i i i I/4" STEEL STIFFENER RE515TIVE PLYWOOD � � � TOP AND BASE PLATE � � EAGH SIDE SHEATHIN6 ili � HSS 4X4 GOLUMN i i � RE: PLAN WITH 1/2" � � � c�� � -� � �� 3 STEEL GAP PLATE � � O , 3/4" = I'-O" � C� �I jC� �I � � � �/ � C � � O I Y I � V � C � � O I Y � _ 4 WITH PLATBE WI HTEEL � � 3/4" = I'-O 3/4" = I'-O" f�� L )G4X3/8 ��-7/8" � THRU- �2�-I/2" d� X 4" � BOLTS EAGH LEG EPDXY ANGHORS n ] \1I I" X 8" X 8" STEEL BEAM � STEEL PLATE RE� PLAN � I" STEEL END HEADER BEAM � PLATE RE: PLAN � O O � � O O i i i i � i i i �.. � � I/4 i i i i i i f 6" � i i � Revisions: � ry , ,4,,, �� i i 3/16 i �� i i i � ii i i� o r i(1 �� i i i o �i i i� 0 � 1 I � _ � � I/4 � j � i i � � i � i i � - - --< i --------------------------- ------ i � � ----------------------------- --------- . - i GUT NEW GMU WALL H55 bX4X3/8 OPENIN6 OPENIN6 FRAME Issue Dates: EXISTIN6 GMU WALL I" NON-SHRINK 6ROUT FULLY dROUT WITH "K'• 05.14.08: 95% CD 3000ps1 6ROUT "L" 06.05.08: 96% CD RI I/4" STEEL STIFFENER c � C � � O� I � �'M" 08.01.08: 97% CD EAGH SIDE J � � - ROOF STEEL BEAM � �� 3/4" = I'-O" RE� PLAN WITH 2X TOP PLATE AND 1/�"m THRU-BOLT i Sheet Title: AT�'-O" __ __� ' r_ ,� 5/8" ROOF SHEATHING �T � �T� '� D_ .� � ����. � <�x�-���> , " 4 � I i � a � � STEEL BEAM RE= PLAN �c, ., N � O O N � HSS 4X4XI/4 STEEL STUB i � i � � GOLUMN WITH I/�" STEEL i I i ProjectNo: - � TOP AND BASE PLATE i i N � � � � 7579 rn H5S 4X4X1/4 GOLUMN � � � RE: PLAN WITH I/2" � � �. � STEEL GAP PLATE � i h Sheet l�io: � o �� � � � OI � V U — g - 3 4" I'-D" 0 {� �2007 V A inc Anni.u's Rc Flzan?rs � t � , l � ' , x � � / MECHANICAL EQUIPMENT SCHEDULE GENERAL NOTES: � E L E CT R I CA L L E G E N D No�: ALL SYMBOLS SHOWN ON LEGEND � , i � , 1 THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT DIVISION 16 SPECIFICATIONS ARE NOT NECESSARILY USED. ; ��%/� VOLT/ HP/ � �DISCONNECT/ � j � � � / � � MARK DESCRIPTION FLA MCA I STARTER FEEDER CIRCUIT ! SPECIFIC NOTES � � � PHASE WATTS i �� , FUSE SIZE I , 2 DO NOT SCALE DRAWINGS VERIFY DIMENSIONS ON ARCHITECTURAL DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT OF WORK / % � POWER SYMBOLS ONE-LINE DIAGRAM SYMBOLS � � � % B-1 � BOILER I 120/1 I � NA � 20/1 NF � 2-#12,#12 GRD PU1-27 ' 3 VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED CONTRACTOR SHALL WCLUDE IN HIS BID COSTS �j � j j� , - - -- - ' I � ! � I � SINGL.E RECEPTACLE _...-� DISCONNECT SIMITCHvY.....__Y....__..... ...._.._......._......___...............__......_ _._.._......_..._.. °�"'°�� °� -- ---- - � � --�- -- --}- ------- REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS ._.............._.....•••........_........__..................._................._._._.. _....._......_._.._....__......___..._.........._....... ..._............_.... .. .... j �j �% _� i ' � � i � � � � - � I i DUPLEX RECEPTACLE I i FU , / CU-1 � CONDENSING UNIT � 208/3 � I 21 0 i BUILT-IN � 30/3 � 4-#10,#10 GRD PUI-18,20 I 4 SYSTEM OUTAGES SHALL BE PERMITTED ONLY AT TIMES APPROVED BY OWNER-IN WRITING WORK WHICH COULD RESULT IN AN -�--..•-.....-...--•.-.•-.-.......-..----•-•-.•-...-•-----°-°°........_.........._. ......_......._._.._........._......._•••... ....._..... .._ _.. ...._.... .W....... ...........�-•---••-•....SE.,---......,..._.....,....,..••..•••........_........_........_••••_•••.......•••.................................................._.•••.........._............... / �i� / / �� � i I I � // ��j -- - - � - ----- -- ---;-- ----- -----1-------- - -- ----------------------------------- -- ------ -I----- ------ --- -- ACCIDENTAL OUTAGE BEYOND BRANCH CIRCUITS SHALL BE PERFORMED WITH THE OWNER'S MAINTENANCE PERSONNELADVISED R j iii�� /j� � � I � 30/2 I 3-#10,#10 GRD PUI-22,24 I � � �� DUPLEX RECEPTACLE MOUNTED ABOVE COUNTE 1L CIRCUIT BREAKER ' OF SUCH WORK _ __.,,....._.............�..,�.., .....__........_,,....,._................._...................._............,.................._...........,....W......_.,.......... ........_....,., .,,..,,,..,..,,....,_....,..._.....�...,,._,�.,.,.,,_....,�..�....�...,......,,.,,,....._.,.......,..._.,_...._..�....,......_........_..........................._............... ..........,,.. CU-2 CONDENSING UNIT 208/1 ; 18 7 BUILT-IN , , I, I i _ ', i i ; � DOUBLE DUPLEX RECEPTACLE CURRENT TRANSFORMER � ,.,.........�....�.... __w .............__.......,...___ _____�......._......�...,_.W..__.....___..._....__........�..... ........_....__......._ _.,._.._._w__..�,..._.... .._.._.__ __.._ ___...__._.._....._..�.,.__._�...____.....,.....,�......,.._w........._�...._..........._ ... - -- - - "- --- -- -- --� ---j�-- �----�—-"--- -----------�-- ---------"------- - -- 5 REVIEWARCHITECTURAL,STRUCTURAL,MECHANICAL AND OTHER DRAWINGS PRIOR TO BID T� �I i I j � GFCI DUPLEX RECEPTACLE �� POTENTIAL TRANSFORMER VAg' l.iC• �- 24 W i B U I LT-I N i 2-#12,#12 G RD � � 1 _,.__... ._ __ ......._. _._. .. .._ _ _.._..._..._....w,..._ ._.._ .._..___ �... .._.__,. .._ ,_,.�..,..__, __.__.._.__._.._ _...._.._..._._..... ........ _...._._..._.__.....__. ...__._. ........_._. ., ....__..�....__..,,,.,.„_.___ EF-1 BATHROOM EXHAUST FAN 120/1 �' ____� ____�_ _� i � 6 WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT � DUPLEX RECEPTACLE; HALF SWITCHED QM METER ---- - ---- ' I � __._._....__ .___.. ....___....... _._.__. _ _.__.._ _._.___..____ ..._.____.._.. _..._ __._ __ ___.Y........ _ .__...._.____....___..._._.__ _.__ __ __.. _ ____...._.._....... _ __ _ _.__.......... ._.. __......_.. ..._.,._ .____ A�+�itectg�p'lannerg - - - - -- 3-#12,#12 GRD PU2-3,5 I 2 7 WORK, MATERIALS,AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL,STATE OF COLORADO,AND NATIONAL I I I � ISOLATED GROUND DUPLEX RECEPTACLE Q VOLT-METER ,�- I I �- � ---- CODES AND ORDINANCES ...............__......_....._................... .........__..........................._.._.._.......... _ _._..... ......_....._.... _............ ....._ _.__...... ... ......._... ................._....••••..••.._.. ..._..._..... ._....._................ .. ._.......... •••.._........._.... ._......_..._._....____...... _.._...._ ���1� FC-1 FA IL � 208/1 1HP I BUILT-N 30/2 , _ I I I � MULII-OUTLET PLUG STRIP FG2 FAN COIL 208/1 1HP � BUILT-IN � 30/2 3-#12,#12 GRD PU2-7,9 2 � AMP-METER v�oo ai6sa.irx � _ 8 PROVIDE PERMITS AND INSPECTIONS REQUIRED . ....... .. . ..... ................................... ... ......... .. ..... .. •••...... ... ._.. .... ... . ................................................................ .. .. ......,..... .. ......_..... ... .......... .....•••••.... --- .. ..._........... .. ... _. _. - ---- - � � II� �---------- - - � FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE SS SURGE SUPPRESSION DEVICE (97�949.7034 � , ; .............__�..,,�.,,. _.__....W.........�.,..,_.,Y.... ____.._............._.,_..................._..._........_... _--.,--_.y..,..--..-.....--.....---......,_., __ _ _.._,....,....,.. .._ ____.�.,,_,�......,.___.,__..___..,.... ......_......____..__..__ .....__y... _.�....._ ..,.....,....__........_._.._... i�-- 7--- —f---------, GF-1 GLYCOL FEEDER � 120/1 I 50 W I BUILT-IN � 2-#12,#12 GRD I � 3 9 GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE � FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE � SELECTOR SWITCH �'���'_� ; I_ � � __ FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE __ .,�,�,,,,_,_,�,,,,__..,_.,_,_,,,,,,,,.,.�,Y,,.,,�,�,,,,____„�,,,,,,,,,,,,,,,,,,_.,__,,,,,,_„_,_.__.,__ ,_„_,_, __,.,,,.,,,,,,,.._._„_ __,..__,_., __ ,_,_,,,.__,., _____ .,,,,,_,,,,,,,_,_,,.,,__,,,, ,.,,.,,.,_.,,,__.,,,_�„_ ,,,,_,,,,,,__,,,_„_w,.,�,,,,,,,__.,,,,.,.,,,w„_ t�m�:�meal - ---- - - - -- -- - -�---- -- ----, - ----- - ------------ - - --------- ------ ,._,..,._ % '� �, , OWNER � FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED � GROUND FAULT PROTECTION gp�g,�g�� P-1 HWC PUMP 120/1 85W , ----- ' NEMA 00 ', , 2-##12,#12 GRD i PU1-31 I ,,.._ .... .. _ .,..__ ,,..�.....,._.. ........ _..................._..,... ..,.,.......,�.,,_._..._ _w_,..�...._ „�... .,..,._._...... ,. _..._.._...._..._. _ _,._ .. .... ____ ,.,....._.........._ _......_.._ ,.._,,.._...._ ..... .......__ .,__ .._ .. --- -- - - ------�I------ ------,-- ;---- - -� --- -�- ��- � I— - 10 SYSTEMS SHALL BE COMPLETE,OPERABLE,AND READY FOR CONTINUOUS OPERATION LIGHTS,SWITCHES,RECEPTACLES,MOTORS, � FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM Q- SHUNT TRIP Aroq,�0 /16d0 ' ETC SHALL BE CONNECTED AND OPERABLE ._..__ .._...._... ._...........__.._....._.,. ,_..,.._... __.._....�.... __.. ._.,_____.._ ._._..... ..___ ____ _.. _._... .. .. ..........._.._____ .... _ .._ .._ .. _.._............. _ ....._..._... _ ._._ .. __... .._..__..__.,..... . P-2 BOILER PUMP � 120/1 245W � I NEMA oo ; I 2-#12,#12 GRD �� PU1-31 � WALL MOUNTED SPECIAL OUTLET AS NOTED -� �- NORMALLY OPEN CONTACT -- I-- ---"-�- �----'-- -Ij—i- �- ', 11 PROVIDE ELECTRICAL DEMOLITION REQUIRED REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR LOCATION AND EXTENT OF •......... ..................._....._.._........._..... ..._....._..__..__ .. _____....._.. ...._... ..__... ........._......_.. __ _........ .. ............._......___... .........._...._ ......._.._..........._ .. _....__._ _..........._......... _........_ ,........._ _ P-3 RADIANT HEAT PUMP 120/1 300W I , I NEMA 00 I 2-#12,#12 GRD � PU2-11 I, DEMOLITION REQUIRED CONTRACTOR SHALL VISIT SITE PRIOR TO BID TO DETERMINE EXTENT OF WORK INVOLVED PROVIDE LABOR � � SPECIAL OUTLET AS NOTED -� NORMALLY CLOSED CONTACT _ __...........�..._.._.,..__...._...._.....__.._.....Y....Y..._ _Y....__......._...__......_....._ ............._....._.---..Y... ....__....__.... _.......___ _. ......................___..__Y.,..........._._.Y.......Y................._........ ....---..._....................._._ _............... _........_ _.............---..._...._W.._ . � � ' � AND MATERIALS AS REQUIRED TO MAINTAIN AND/OR RESTORE CONTINUITY OF SERVICE TO EXISTING CIRCUITS � RECESSED CLOCK TYPE OUTLET W/ SINGLE RECEPTACLE = GROUND Crvd Entmeer -- - -- -- � - WH-1-- - WATER HEATER 208/1 I� 6K1/V � NA 30/2 3-#10,#10 GRD j PU2-23,25 i, ••......._..................�.... .._,...,.........,..�....,......,.... .. ...._.._............................._........_........._ ........_•••••_................ ........... ..............._............_.,..,.,......,.---------_------.,,,.,,,..,...�......,..................._..,.....,....------_------_„ - , I ........................................._.................,... _ Q JUNCTION BOX O COLD WATER GROUND CONNEC110N - �-_-____-_}- i � 12 PROVIDE ALL NECESSARY DEMOLITION TO REMOVE EXISTING UNUSED CONDUIT,WIRE,CABLE,J-BOXES,RECEPTACLES,SWITCHES, _....._................... .. .._.,...,,.__,..,.,.,.,,....,.W..,,,.__...,.........,,,�,.,,,,,,,.,...,.........,,...................... .....�.....,...._ ...,................ .. ............_.........,....,,.,..,..,,, ,. _ __ ,._ .,...,...,........... _ _ ,.......___,..,._...,..,....,_....._..,_.........,..,..,,_ ' - TEAM SHOWER � 208/1 7 5KW � I NA ' 3-#6 #10 GRD PU2-2 4 LIGHTS, FIRE ALARM DEVICES,ETC COMPLETE WITH ASSOCIATED CIRCUITING TO SOURCE WHERE IT IS NOT FEASIBLE TO REMOVE Q-I WALL MOUNTED JUNCTION BOX g BUILDING STEEL GROUND CONNECTION Landscane Arch�tecture SG 1 S , , 60/2 , j , ,,,.,,_. ......, ,..._...,._.......... ..._ .......... ...,_ ,.,....___..._._......_ __....__. .._._.__ ...._.. _... .._._._..__ ....�..,.,,.,.,..,...,....,_,,.,_...�........�,,,.._ , THE ABOVE,OUTLET SHALL BE ABANDONED,WIRE REMOVED,AND BLANK COVER PLATES PROVIDED -..-... ._....._,. . ................�...........,.......,...... ................................._.................._, , VA ,Inc. -- - -- — J FLOOR MOUNTED JUNCTION BOX g � ', �----- -- --------t--- - -- - ---- - (970)949.7034 , , „ „ _._ _.....__....__.__ ___ ._....,...__.................. ....._ .._........_....._....._...........__ ••••....______.,., .............. .... .,.,�....., .._ _._._...__._._..__. ....___..._......___ ....... .... ._ ...._._... ...._...._...,...__... _.._.. .....,_. SG2 STEAM SHOWER 208/1 6KW Ii li NA 30/2 3-#10,#10 GRD ' PU2-6,8 13 EXISTING SYSTEMS AND CONDITIONS SHOWN ON DRAWINGS FOR EXISTING BUILDINGS ARE TO BE NOTED FOR GUIDANCE ONLY THE e DIVISION 15 EQUIPMENT POWER CONNECTION ABBREVIATIONS Structural EnQmeermR �, j ' ELECTRICAL CONTRACTOR TO FIELD CHECK ALL EXISTING CONDITIONS PRIOR TO BIDDING AND TO INCLUDE IN HIS BID AN ALLOWANCE " ._ ..... ............ .._.._.__._ _.__........_ .. _,,......,........................__................•••._......,,, __._ ._ ...._._...,.�,...� Monroe-Newel Engineers GENERAL NOTES FOR REMOVAL AND/OR RELOCATION OF EXISTING CONDUITS,WIRES,DEVICES,FIXTURES,OR OTHER EQUIPMENT AS INDICATED ON � T1MER SWITCH AVC - ABOVE FINISHED CEILING A SEE SPECIFICATIONS FOR DIVISION 15 AND DIVISION 16 MOTOR STARTER COORDINATION THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING ELECTRICAL SYSTEM TO ALL OTHER WORK AS .,. (303)623.4927 _._._.._ .._ _ ..____........ ._....... ......_..._ _............,,..,,,... ..,..,._,..,.___ ........ .. ........_.. _._..._.__....._.... .........._......................._..._.._....�......................_ ...........•• •••••...................................._............. _ .. .._....._ _.....,.__. _.,_ B PROVIDE PHASE PROTECTION FOR ALL THREE PHASE MOTORS ABOVE 7-1/2 HP REQUIRED � FUSED DISCONNECT AFF - ABOVE FlNISHED FLOOR n7echamcal/Electrical EngmeennQ C PROVIDE ALL EXTERIOR DISCONNECTS WITH NEMA 3R RATING _..�.....__. .. .. .. ..__.............__....__ _ _..... ...__........__._.. ,.._.....,._. _...__..... ..............._........ ._._.__...__ ..........._............................_.............__.......... .......... .. ................_..........................__..._............ _..... ,,.._...,......,......................_...,,... Beadin Ganze Engmeers p 14 SERVICE SHALL BE MAINTAINED TO EXISTING AREAS DURING CONSTRUCTION CONTRACTOR SHALL PROVIDE PORTABLE � NON FUSED DISCONNECT AFG - ABOVE FINISHED GRADE (970)949.6108 GENERATORS,CABLES,OUTLETS, ETC AS REQUIRED TO MAINTAIN CONTINUITY OF SERV�CE PLACEMENT OF SUCH PORTABLE --•----••----••-----.._........ ___.__._....__._................__.. ___ _.._..._......_.._..._.._..................._._..._............ __ ................... ......,...............�.................................. - ---- - - - ---- ------ ---- ----- -------- ----- - � SPECIFIC NOTES EQUIPMENT SHALL BE SUBJECT TO OWNER APPROVAL � MOTOR STARTER AL - ALUMINUM M1iater�als Sc�ent�st (1) CIRCUIT BATHROOOM EXHAUST FANS TO THE NEARESTAVAILABLE LIGHTING CIRCUIT ........__ ._........__..................._....._ _.._._.......___...__.............._..__..._..............._................._....._...._...�... ..._,..._.. .. .. .................................,._...._............... ..... ..,..., .... ...............,.._..........._.... .__.�....._ .,,.,..,......••••..�,....•_••••........,.,.�.,,...._ (2) FAN COIL HAS MOTOR AND HEATING ELEMENT 15 VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN �� .ENCLOSED CIRCUIT BREAKER BFG - BELOW FINISH GRADE ..... . . ._. _._............_......__.._..._.... .. .._.__................._..........................__ _..... _....__......... .•••........_ ....._...,...,...............,...,.....••••••,•••••..._.......,...•••••......,. .,......... .,••••........ ................._ .,.._...,.�,..,�,,._................ ..._...._.. (3) CORD AND PLUG EQUIPMENT � PULL BOX C - CONDUIT 4 16 FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S APPROVED WIRING DIAGRAMS,DETAILS,AND w._._..-- ---- _�-..--�..............__.....��.,..,,......._... _ _____.. ......_..._...._.._........__..._.........._.__ ...____.._.__._....,,,.,......._....._._... -- ------ ._........,..._ INSTRUCTIONS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH � PUSH BUTTON CKT - CIRCUIT EQUIPMENTACTUALLY SUPPLIED --�--w-•.--�-.---------�--•-�-.--w--------------.-.---.�.--�.�----.--.-.---- .._....._........ ._.._...._ __ _.�....._ ._._...._..._........_....._._._...._....�...______......_......_........_...�,.__,.,_.,..,,.�.._.,_�..._........... � Q TIME CLOCK CT - CURRENT TRANSFORMER PANEL -- , PU1 VOLTAGE 208Y/120V, 3PH,4W 17 SYSTEMS SHALL BE TESTED FOR PROPER OPERATION IF TESTS SHOW THAT WORK IS DEFECTIVE,CONTRACTOR SHALL MAKE -~-�•~-~-~••~�~-•~�~~~~~-~-~~-~�-�~~•~~ -- -------�----....._._.. . ._.........._..�.._... _.._. _..........___..__..... ___�._.._............w......._..... ...._....___�_.,_...,...,_,.,,.,�.,..._ POQ �' MINIMUM BUS —�225 CORRECTIONS NECESSARY AT NO COST TO OWNER � PHOTO-CELLmµ� ���� �� � � � DISP - GARBAGE DISPOSAL ��� � µ �� �p�,,..••• ••.CF�r�, � LOCATION: PANTRY MAIN: MLO TQ TRANSFORMER �DW �- DISHWASHER � V� '�g GC••��`� 18 CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED � � MOUNTING� RECESSED PANEL TYPE� LOADCENTER UNDER THIS SECTION,OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION G PANELBOARD OR LOADCENTER EM - EMERGENCY � � Z' LOAD BREAKER BUS BREAKER LOAD ❑ � ::•..� /� D$ �� � No TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION r+o 19 ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U L OR OTHER RECOGNIZED TESTING FACILITY C CONTACTOR EWC - ELECTRIC WAIER COOLER -o •: � A B C POLE TRIP A B C TRIP POLE A B C 1 1500 � A DISPOSAL 1 20 + 20 1 A WASHER 1500 k ` 2 �O •• - - --- --- � ELECTRIC MOTOR (E) - EXISTING � '••..... . •''� ��� 3 750 A ICE MAKER 1 20 + 30 D DRYER 2500 . 4 '�� G i. ....��._�.,�.�.._.�.,._�..,...,, . s � "' �mm T��2oo A DISHWASHER � zo ""�' + 2 D - '�' 250o s 20 RECEPTACLES WHICH ARE SHOWN WALL MOUNTED ON THE ELECTRICAL DRAWINGS ON WALLS WHICH,ON THE ARCHITECTURAL �`�`µ` W � �� � `rS�ONA1-�� "",°'"°:� �"°�"' """""'" DRAWINGS AND ELEVATIONS,ARE SHOWN AS GLASS OR PARTITIONS SHALL BE FLUSH FLOOR DUPLEX RECEPTACLES MOUNTED 8 METER FBO - FURNISHED BY OWNER 7 1200 , A DISHWASHER 1 20 + 20 1 L/R LAUDRYRM RECEPT 360 : > 8 __ _______W ...�....,....,�.�.............. .,,, _ _ _.., __-- _. ----` -- - ---- — — -- --- ADJACENT TO BASE OR WALLS 9 1500 : A REFRIGERATOR 1 20 + 20 1 L/R RECEPTACLES 720 �� 10 � THERMOSTAT GRD - GROUND . .m.m.�.------ - -- ... .,�.,. 11 i i 500 A REF DRAWER 1 20 j + 20 1 L/R EXT RECEPT 540 12 _�....__..___.------------------ ___...._.........,._....,.�.,.,�...,.�........�_ �.... . _----_-______,....,.,,.�..._.._.........._ ' �s soo��y�; A WINE COOLER- - - -1 20 + 4 � 20 � E SECURITY soo ���� , �a ATS AUTOMAl1C TRANSFER SWITCH GFI - GROUND FAULT CIRCUIT INIERRUPTER t — — � ._....._.......... - - --- -.__ ._._. .�...��._�___�___ .�........._.. __. 15 �� 1000 r �_ W A I WARMING DRAWER 1 20 ' + 20 1 E FA SMOKE DET (1) 250 ` 16 -�� -_`, �000 A rt�w.nRMiN��RnwER----- -1=L 20 -- � j + so LM cu-� - � ��2o�s__�a —� CIRCUIT HOMERUN IAW - IN ACCORDANCE WITH 19 4000 j T � _ C I RANGE/OVEN- - -- - -2 + � i 2 LM - 2016 E 20 _ ......_.._..... _.......�...,_......_,....._...,._____._.. �.....,_,...,.... _______._ �......... .,�„�„�,,.,�,�.,.,.,,,,.,, ....________________�. z� � �a000 `Vy"� -c-'i= ----- -- - - �---- - �so-��+ so M cu-z �isis€�`x�y zz CONDUIT RUN IG - ISOLATED GROUND � ---�--r-- -- -23 - T -- - 500 --A--�RANGE HOOD 1 I 20 a + 2 M '- ' ' _ _........_.............___._. _.....,.....__.....,._.....__,...,.__...,,,,.,,,,...,__...,..,.__._......,.._..,.�..,,...,, _..,___...... .......... �.... ......._. ._....„.,�,...,.�,_,,,,�,,,.._,..,,..........,_.�,..�....w........... _ _ __ 25 1200 ' A �MICROWAVE 1 1 20 + k �� , �w_..,..�1976 24 N E C Load Calculation � , 20 1 UR EXT RECEPT �ZO ��_Y _ zs � �. CONDU - IT RUN BELOW GRADE -- - - - - - _....... _._._..._.___.__..._._.......__ . ......,.,.._._...,....._._......._.........................._..............._.____.._ ._ .�....._._._..._._.....�...�.....�...__..._- _ _..._......_....�.....,...,_.,..._....,.,_.._..._..............____...�..... ._.._._....._._. 27 250 E BOILER B-1 1 � 20 + � 20 1 UR iUPPER BATH RECEPT 540 E 28 - . � � ' = -- - - - - -- - - �-��--r-�°°° - -- - BELL TO R Engmeer MAS _ °�"`°�-� ° -o CONDUIT UP NL NIGHT LIGHT 29 I 360 L/R 'MECH RMRECEPT 1 � 20 + 20 1 L!R ' Pr��tNamb � __ __�___{ _ �BEDRM 4 RECEPT (1) � 1080 30 Proec um er ssse000 oate 5/14/2008 _..,,,.„.,,.„..._.,.,..„ .....,,�.,.,.......�.,.,..._...,.__......,,..,_.... ,. ,_,,. . __.._...........W___.._.._ --.�..........._._..�__-------------____......_..._.._._....___._._____......._..�...,__._.._._........_ 31 330 M TPUMPS,P-1 &P-2 1 20 + ` 20 1 L/R �BEDRM 5 RECEPT 1 1080 � � 32_ Electnc Utdity HcE —E� CONDUIT DOWN �'�'°�.µ�.._..___.__..._._.._........____...._........__-- NTS - NOT TO SCALE � _ m�� .......,._.........___........__._...___........_..____.__.__.. __._ _,_.._ __.._.._...._... __.__ ___.._._..�....__.._.._ __.._._......_....._._..._...........�._....,..... ___........_........____._...._.......____.. .. ..._._..._.................._._.....�......_...._......_..........�......._... 33 360 UR 'KITCHEN RECEPT 1 20 + 20 1 L/R BEDRM 4&5 LTG(1) 1000 F 34 -- - - -� ` - - -- � --�--_°W --- - .��_.,---r°- ° --- _ � L/R ,LIGHTING _� I 1000 36 House Li9htmg REF - REFRIGERATOR 35 720 UR KITCHEN RECEPT 1 20 ' + 20 I --- - - - - --- -�-- - - - - - --- 37 SPARE � 20 + T 20 1 L/R �FAMILYRM RECEPT 1080 � 38 zo too = z000 vn x �aor = z000 va - -- - - _�{T_ __.. _... ,_____.._.._ ....__ ._.._...______._..._........ _.__....__._..._.__.. __.._.._._...._.........._..........W...................._............_.._......_._...._..__............_...... ........._...._ __......._...._..__..._..._. _.._...........� , 39 SPARE 1 20 + 20 1 SPARE 40 _ _ __m____ ,._, $ SWITCH NSS - TRANSIENT VOLTAGE•SURGE SUPPRESSOR 41 SPARE 1 20 + 20 i 1 SPARE 42 g(Axel) � I - - M I� ' - -- --- -- - - ...... . ..... ............ . ._,.. _.... ____.,.,.__ ._....,_.......,..........,.........,_._.___..., .,._,........, ,..,........�....._......_..,............_.,._..., ....,_..,,..._...._..._........._....._.._._.........................,_.. .,.,_.._..., _ _., _ _,.. .,.._,. _. .....,._.._. ..._.__,. __. + T RetadLightm AREA(ft') VA/ft'_ , LOAD FEEDTHRU SUBFEED FEEDER I GENERALNOTES 3743 5 = 18715 VA X 100% = 18715 VA � THREE-WAY SWITCH UG - UNDERGROUND LOAD TYPE PANEL TOTAL DEMAND FEEDER TOTAL _.,. ,_ .,_ .___,...,„ _ ._. .,_, .,.. ,_., ., ,..,. _ ..,_............... _........................,......_.........,.,.... ,......_ TOTAL TOTAL SUBTOTAL A __ _,. _..... ...... .._. _...,_. ._...._.___.._..............._ ..............._...............,......_......, ...,...,.,... _.,..._._,...,.„...,..,,_........._...........,..,._.._. --------- ----- - - -- - Reta��Re=eP�a��es 4 FOUR-WAY SWITCH UNO - UNLESS NOTED OTHERWISE 35 1 BO = 6300 VA X 100% = 6300 VA .,..,_ �___. _.,,..,. ...,._..,...._.., _., ..,.,__ .. _.. ,. ..... _, .... _.,...,.,..._..,_.,_. _..,......,___........... .. _.....,.,....,,............,..........._.,.,..,_...... .... ..,... ...,.._,...,....._..................,....... .........,.........._....,..,_ ....,........._.......,.............,... ._............_ � (LIR)LTG I RECPS 9560 9560 NEC 220 42 5296 0 B , _ __ _- _- --- —_ 8000 _ __ _____- ___ _- _ _-_- (C)COOKING 8000 0 � 0 C , _ �„q. _ ___ _�_-___- _ __ ___-_- ---_ DOOR JAMB SWI - - - - - (D)DRYERS 5000 5000 0 � 5000 D _..............._.._.....,....,....,.,..,..,_ .. ..,.,.,. ....... ., .. .,.... ......_.._...._.,..., .._...., .........,._. _....... _.._._.,,,....__,.......,.......,.._....., _......,_.,,.�...,..._.,._,,...,.,.,.,.._�..........,.....,..,..__,.�.,.,...........,.._.,..,. .........._........._...._......_...............,W,.. , _ _ ____ 1_ _ _ _ _`___ _ _ ___ __ _ RESIDENTIAL LIGHTING 8 GENERAL RECEPTACLES ..-.....---...°°° _ -_ � (LM)LARGEST MOTOR 4032 4032 25% 1008 E � -,.. ,. _., � _ _ _- �__- --_ - _ _ _ � _ ____,_ _ NE�z�o3cb, AREA(ft=� �A�n' IOAD KEY SWITCH XP - EXPLOSION PROOF � �q�""I - ---- -- --- - - � �� (M)MOTORS(ALL) 8314 8314 100%_____ 8314 _ 5680 3 = 17040 VA ._.._..., ,. __ _.............._.,_.......,......,..,_, ., ...,....., ,._....._..,. .... ...,... ........... ,..._.....,.,,._.,_..,..._........._.....,_...,...,,. _....._.,_..,,..,�,_._.,,,..._......,. _ ,._ .,,_,,...,,......,......,.,.,... ,..,.,.....,,.__...._.,...._.,.,___.,_......_.._............,....._..._,................,.._ (E)EQUIPMENT ,000 ,000 ,00� ,000 SPECIFICNOTES SMALLAPPLIANCES g� VARIABLE SPEED SWITCH +18" - MOUNTING HEIGHT TO CENTERLINE OF _ - _ _ _ _—_—_ (A)APPLIANCES 12350 12350 0 12350 (1)�PROVIDE AFG TYPE CIRCUIT BREAKERS Nec 22o isla� 6 1500 = 9000 VA _....,.. ..,.._.._,....,.._....,._...._.........._.................._.__._... ....,._..,,..� . .. ._... ...... .._ .................__...........,.... .......,..._,........_.._....... ..,.,.,,,„_ ..,,.,__,..._..___ .,._,... .,_...._.,., ._. _..,_ ___.. _..___...,,_..._..,...,...,,.....,.._.,.,.....,.,.. ......_.,�................ - - LAUNDRY CIRCUITS �. ° PANEL TOTAL(KVA) ss o �2��- - - - - NE�zza,6,b, 2 ,soo = s000 vA $ THERMAL OVERLOAD SWITCH DEVICE ABOVE FINISH FLOOR �,,,,� � -- ----- - (5, - ----- - -- -- - Subtotal = 29040 VA (31i ' PANEL TOTAL(A) sz - �4�-- - --- - - - $p WALL OCCUPANCY SENSOR/SWITCH � Nec 22o i i Frst 3000VA @ 100% - 3000 VA � �� � From 3001 to 120 OOOVA = 9114 VA Over 720 OOOVA = 0 �A NOTE• LIGHT LINEVVEIGHT INDICATE5 EXISTING. ������ INDiCATES DEMOLITION � �' '� otal ighting/ eceptaGe oa = �p��q VA X 100% = 12114 VA � ��� � PANEL PU2 VOLTAGE __ � 208Y/120V, 3PH,4W NEC22017 APPLIANCES e� � � Refrigerator 3 1500 VA = 4500 VA � MINIMUM BUS �, 225 GarbageDisposal z sss VA = 1392 vn LOCATION PANTRY MAIN y MLO WneCOOlef i aso vn = aso vA `T ) �'��� �`�y� �9 -� Warming�rewers y 850 VA = 1700 VA � MOU�JTING RECESSED PANEL TYPE LOADCENTER RefngeretorDrawers 2 8so vn = ,�oo �A Ice Maker 1 500 VA = 500 VA � LOAD BREAKER BUS BREAKER LOAD � �� .� No TYPE LOAD DESCRIPTION - - - - TYPE LOAD DESCRIPTION - - - - - No Dishwasher 3 �200 VA = 3600 vn A B C POLE TRIP A B C TRIP POLE A B C � � 1 540 L/R HALL RECEPT 1 20 + 40 E STEAM SH SG-1 3750 �. 2 13842 vn X 75% = f038? va ' 3 1830 LM FAN COIL FC-1 2 + �- 2 E - --- mmTT 3750 � 4 Nec zo is COOKING EQUIPMENT � � 5 1830 LM - 20 + 30 E I STEAM SH SG2 � ' ^ ^ 3000 6 oven�Range 2 a000 vn = ts000 va � 7 1830 M FAN COIL FG2 2 + 2 E - 3000� 8 Microwave 2 750o VA - 300o VA 9 1830 M - 20 + 20 1 UR LIGHTING mm, �1000 � 10 is000 vn x �oor = �s000 va � 11 300 M PUMP P-3 1 20 + 20 1 UR LIGHTING ' 1000 12 NECZZOie DRYERS � - - - --r -- ------------ - - --+-- - - - --- ElectncDryer 2 5000 VA = 70000 VA X 100% = 10000 VA " " 13 1000 VR LIGHTING 1 20 + 20 1 L/R POWDER RECEPT 360 ! � '14 � 15 500 L/R BEDRM 3 LTG(1) 1 20 4+ � y 20 1 L/R TENTRY/DINING RECEPT � 720µ 16 MECHANICAL EQUIPMENT � 17 1080 L/R BEDRM 3 RECEPT(1) 1 ` 20 � + 20 �i 1 UR I BAR ICE MAKER ' �750 18 wH� i s000 vn = e000 VA 19 180 L/R UPPER BATH RECEPT 1 20 + 20�1 L/R BAR RECEPT 180 � , 20 FC� i �a3o VA = 183o vA � � 21 360 UR MECH ATTIC RECEPT 1 20 +i 20 1 L/R I BAR UC REF j 500 ; 22 Fc 2 1 1830 vA = 163o Va ` 23 3000 E WATER HEATER 2 � + 20 1 E �AV EQUIPMENT M ' { 750 24 CU t � 75so vn = 756o va, - 1 - --il------ -�j-� -- - - ---- � �".°"°"t ------- - CU-2 1 3800 VA = 3800 VA � 25 3000 E - 30 + � 20 1 L/R_�UPPER OFFICE RECEPT 1080 � 26 � � ---- - .� ----*--- - ----- - _- ' - - -- -- ---' ---_ ° .` _ P 1 1 85 VA = 85 VA 27 SPARE 1 20 + 20 � 1 ISPARE ' 28 �� � . �----" -- P-2 1 245 VA = 245 VA 29 � SPARE 1 20 + 20 ; 1 ISPARE ' 1 30 � +----------- --- -..�....., M..._._... --- P-3 1 300 VA = 300 VA 31 � f � _y � - - -SPARE- - - -- - - -1 � 20 + ' m� -20 1 �SPARE ° 32 • ...- .-..-. _� . __� wy,,,.,,.,,..,,» HRV-1 1 204 VA = 204 VA 33 � SPACE � + i � iSPACE 34 e-t � 25o VA = 250 vn ------� ^ -- -- -- - ��—= — -- �- a ---�--- - 35 , SPACE _� _ � + � ,SPACE , 36 H� � t3eo VA = 138D vn - ---,_,,... , � 37 �_�mm SPACE + �� � 'SPACE 38 H2 � �3so VA = 1380 vn ��__..__' .,,�„ 39 m} � 'SPACE -� ���+ � 'SPACE � 40 Range Hood 1 120o Vn = 120o vn ---.^.. ^ ^---�-----""'�'°`° -_ __- — . , � '�������������� —��-°° House BoilerPump 1 1830 VA = 1830 VA � 41 � SPACE �— + iSPACE � I 42 Axel water heater 1 1500 VA = 1500 VA i House Pump 1 500 VA = 500 VA � LOAD TYPE 'PANEL TOTAL FEED THRU I SUBFEED FEEDER DEMAND I FEEDER TOTAL GENERAL NOTES � TOTAL I TOTAL SUBTOTAL A i Hause Pump � 500 VA = 500 VA X ---- HVAC Controls 1 500 VA = 500 VA X (LIR)LTG/RECPS � 9250 9250 NEC 220 42 5187 5 0 B i _ X (C)COOKING 0 � I 0 � 0 0 C Fre Alartn 1 500 VA 500 VA � I 31394 VA X 700% = 31394 VA (D)DRYERS 0 I 0 0 0 D J (LM)LARGEST MOTOR 3660 3660 25% 975 E MISCELLANEOUS EQUIPMENT ' N OT E S. � (M)MOTORS(AlL) 7620 7620 700% 7620 SG-1 1 7500 VA = 7500 VA Q (E)EQUIPMENT 20250 20250 700% 20250 SPECIFIC NOTES SG 2 1 6000 VA 6000 VA (V (A)APPIIANCES 0 0 0 0 Heat Trace 850 12 VA = 70200 VA , �>> 1. PROVIDE TWO 2 NEW FEEDERS FROM METER N �Z� Elevator , ,�zso vn = ,�z8o �A PU1 PU2 STACK TO PANELS FOR THE REMODELED UNIT. N PANEL TOTAL(KVA) 34 0 �3� aosao va x �oor = aosao va ��; � PANEL TOTAL(A) 94 �5� 25%OF LARGEST MOTOR asoo va x zsr = z�zs va � TOTAL ELECTRICAL LOAD 151010 VA F LA G N O T E S. � O Q O 208Y/120v3O 4WServ�ce ,5,0,0 �A � 360 = 4195 A = 419 a O1 PROVIDE LABEL STATING "UNIT FED FROM TWO ELECTRICAL LOAD SUMMARY'MSS-1' METERS, DISCONNECTS. BOTH DISCONNECTS TO � � PANEL LOAD(KVA) VOLTAGE AMPS BRKR SIZE „ Q � Pu� ss o zoa sz 2ooA BE IURNED OFF TO DISCONNECT UNIT POWER. � �' PU2 34 0 208 94 200A � AXEL so 0 2os ss �ooa EXISIING 1MREWAY � LOWER CONDO 30 0 208 83 100A "'' ``�' '��'' "' Q SPARE ! �� �M� , � HOUSE 48 6 208 135 200A � � .._......._......... .. . ...,....,,. � TOTAL 176 208 487 800A � � ...,.....�................�.,,._.,..,.,,..�..�,...,..,,...,...,...., � .......,_...........................w. � 4-#4/0, #4 GRD. 21�'i"C � , m (E) MMS-2 -Mf;,...-;� � ,Mf'%� � (E) MMS-1 EXISTING MAIN DISCONNECT °' � �_ ...._...._. 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I � ;---, ; � ~., € , < < � 3 � � ; C� I , , E , _..___... ._„_ ..� _,____._,...,._..... __ _._.__._ � 200,�3�„?{�l f.'�� .,,, { _.......�.....,m.............. _...,...__....._.... ........_._......_....__...._.. _......_ ___ .. _,.__,...,._.,_..�..�._____m__ _ __.._.....__. _.__ , _.. ..._.._._. _ ___.,_..._....__...,... .,.�...__. __ � _ _ ..__._.._,. _ ___.. ..._..__.._......�....._ ._..w.�..,....�...m._...;.___ __.,_:................ " c� { w � � .._._.�.....���� �€_ 3Leet 1�tie: m � I � € = j Electrical -� ; �.......�... _____.__ ____________ _..__._..____.__________._.._.._�..____�...__.._...�.�.....�_._.___.___..�..._.�..._.__..____._..__._...� � .__. _._.._..._.. �.._ ._.....__...._ __ _ _._.__._�.._ ..._.__� .... .._. _...� _____._....._____...... �.. ..._�___..M....._.._.�......___....__ ...�_..._�........____..._��� o � .._ ____. .___.. _�..__.......__......_...___....�._�..__�...T�......_�..__.._..�.._.______.__....._...�..__._..__ ._._ .. .. _._._._.__ ._._ � . . . .. _._... _._.. ___.�___._____....___..___.___...___________.____...._.�..____f ��e� ; � 0 � . � heet 0 0 � . � � � ELECTRICAL ONE-LINE DIAGRAM � � NO SCALE o i � _ Project No: � m � 8560.00 . o � gEAUDIN � Cj ANZE � �No: . � � . �, � Vail � onsu ting ngineers, nc (970) 949-6108 COPYRIGHT 2008 Lake Tahoe (530) 550-7334 pro�ect No 8560 00 � Denver (303) 278-3820 / Fort Colhns (970) 221-5691 �zom vne��,�Arch�iects Xt Planncrs � www bece com �� I � � ; . ; ; NOTES: ' 1. VERIFY LOCATIONS OF ALL DEVICES WITH INTERIOR ELEVAl10NS. 2. VERIFY LOCAl10NS AND ELECTRICAL A B G D � REQUIREMENTS OF ALL APPLIANCES PRIOR TO ROUGH—IN. 3. REFER TO MECHANICAL SCHEDULE SHEET E.00 FOR DIVISION 15 EQUIPMENT ELECTRICAL REQUIREMENTS. 4. REFER TO PANEL SCHEDULES SHEET E.00 FOR CIRCUITING INTENT. FLAG NOTES: O1 RECEPTACLE ON 20 AMP, 120 VOLT DEDICATED CIRCUIT FOR AV EQUIPMENT. COORDINATE LOCAl10N WITH AV SUBCONTRACTOR PRIOR TO ROUGH—IN. O2 20 AMP, 120 VOLT DEDICATED CIRCUT FOR SECURITY SYSTEM PANEL. COORDINATE EXACT LOCAl10N WITH SECURTIY SYSTEM VENDOR PRIOR TO ROUGH—IN. O3 FIELD VERIFY EXACT LOCATION OF FLOOR RECEPTACLE WITH ARCHITECT PRIOR TO ROUGH—IN. O4 RECESSED CLOCK RECEPTACLE FOR FLAT SCREEN TELEVISION. VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH—IN. � uY ,n B�DROOM �R�,q�- yyp #1 UJARDR � O��IG� ROOM 11� II� 1�� 1�7 3 O �R O , I � C � � C � UIT� #I UC REF O - BATNROOM 115 � � I � I�� � µ � Q ICE MAKER � � EF WP -- _ �— �� BAT�IROO #2 � I 114 I O � � � DININC� iZOOM , 1�4 � _ � , CLOS�7 113 � � � ❑� ❑� OBEDROOM � � B�DROOM #2 �NTR�' Wp 111 112 1 �NTR�' x 1�3 x x v U1D�R J Im8 0 � a REF � cv DRAWERS N `V PANTRY EL PU , O C ,mg o REF PANEL PU2 0 N � �� DW � o � DW � � � � �AMILY � M KER 1- ��RY ROOM O J � �ool�l i<ItG+-+�N 1�2 l�l 112 Ilm `� a HOOD � RANGE I � � � � � WASHER DRYER O m � � C C � � 2 � Wp � EFE MW WARMING � DRAWERS , � MECNANIGAL � � P � w e z o GF � 0 � � � / � 0 Q c� w U C� m � / � D U / O � � 0 U � � O O L� _ � L � � � THIRD FLOOR POWER PLAN � � � SCALE 1/4"= 1'-0" � m 0 0 . � � BEAUDIN . � Cj ANZE � U + O Consulting Engineers, Inc � � Vad (970) 949-6108 COPYRIGHT 2008 (� Lake Tahoe (530) 550-7334 Pro�ect No 8560 00 . Denver (303) 278-3820 Fort Collins (970) 221-5691 � www bece com - t , � i Gj���� , � � � j � � � - NOTES: �, � �� � - /// �,,,�� 1. VERIFY LOCATIONS OF ALL DEVICES WITH � �/ INTERIOR ELEVATIONS. �ij /� � j � / �/ � , � //O � � �/O/% � 2. VERIFY LOCATIONS AND ELECTRICAL �/�. �i�0� REQUIREMENTS OF ALL APPLIANCES PRIOR TO ROUGH—IN. 3. REFER TO MECHANICAL SCHEDULE SHEET E.00 VAg� 111C• FOR DIVISION 15 EQUIPMENT ELECTRICAL � � C p � REQUIREMENTS. A1�111�8�PIenIIC�'8 4. REFER TO PANEL SCHEDULES SHEET E.00 FOR Po�tOIDaeBa�1734 CIRCUITING INTENT. Va�DO ai66a.1794 (97�949.7034 �a:p17o�949.i194 emd1:Smsal��.oa�m 90 Beacbm�Ro�d�dle 2Q2 Ar�ao,QO i16�D - FLAG NOTES: O1 FIELD VERIFY EXACT LOCATION OF FLOOR _ RECEPTACLE WITH ARCHITECT PRIOR TO � ROUGH—IN. Crvd EnQmeer O2 RECESSED CLOCK RECEPTACLE FOR FLAT - SCREEN TELEVISION. VERIFY EXACT LOCATION LandscaneArch�tecture WITH ARCHITECT PRIOR TO ROUGH—IN. VAg,Inc. O3 POWER FOR GAS FIRE PLACE IGNITION (970)949.7034 COORDINATE EXACT ELECTRICAL REQUIREMENTS Structural En�meennQ WITH GC PRIOR TO ROUGH—IN. Monroe-Newel Engineers (303)623.4927 117echamcaUElectr�cal En¢meermg Beadm Ganze Engineers (970)949.6108 b1ater�als Sc�entist �1 G���R�'DO•��CE` N e �c:.2J, . . ` c� a y: �Q � ' Z� � �,�s'•���¢�0� �,� . � � s���r�!� �NG�a4., ,n � C o _ � GLOS�T S7AIi�S � � B,4T�IROOM 2��. ��ICE 213 2�1 O � 3 � O , 2 � � � � � � � x � � � � �� � � � � � � � _ _ � , �� � � � � ���j, / � � . ' _ � � ��� I�� i � � �!� � ji i � � � � B�DRO M # `" —_ °� � � I � � % ' � 2„ � � � ��""'�� � � � I � ^ \, �' � .� � 3 � � � �� , � p ,, � � � i �i '� � � � . � � � � � � � G SG CLOSE7 CLOSET � � � 2�4 2m . C � � , � . � M�CNANIC,4L ,47TIG �A�� CLOS B OM �5 215 21� 2� 2 � X � � x e � � x yVl.� c� J � Q N N N R�CO�� I � CLOSET � ��.,� #¢ a 2m8 2 6 � - � C Q N � � O � � � n � . a � � � � � SNARED � ] � ATNROOM SHOWE � o � 2��( 2f�rv m � � T Cx � — � � CU CU S '4 � n � � C ] �oe D�a: � EQUIPMENT AND RECEPTACLE "� LOCATED ON ROOF "J"05.12.08: TECH REVIEW ` w "K"05.14.08: 95% CD 0 o u u � � � � 0 Q � � sh�et 15t�e: c� m i a LO � � � Power Plan � a � � 0 � . � 0 0 � . -� � � �-- � LOFT POWER PLAN � � i_° SCALE 1/4"= 1'-0" � Pmjod No: m � 0 8560.00 � BEAUDIN � Cj ANZE � �No: . � Consulting Engineers, Inc. � Vail (970) 949-6108 COPYRIGHT 2008 O � � Lake Tahoe (530) 550-7334 Pro�ect No 8560 00 � � � F�ort Colims (97�0) 22$-5691� �2007 VA Inc Archrtects�Planncrs � www bece com O GENERAL NOTES: ISSUE �OG ABBREVIATIONS/PLAN SYMBOLS V 1 THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT 20 ALL WORK OF ALL TRADES MUST BE IN STRICT COMPLIANCE,OR EXCEED THE MINIMUM AFF - ABOVE FINISHED FLOOR (E) - EXISTING NIC - NOT �N CONTRACT SPECIFICATION BOOK(PROJECT MANUAL) MATERIALAND METHOD REQUIREMENTS OF THE 2003 INTERNATIONAL BUILDING, M ECHAN ICAL SH EET I N DEX _.._...._�.._..__Y..__..__..._.W......W..._.._._Y.._..__._..._...____._...___...._...___._w.....__.._ ._...___...__.._....__ w...._____w..____..._.____.Y..___ ._.____.______ _�....�.. _..___ ._.�......�...__....____w..___�.._�.�..___._......_..�.....�....._w.._._.. � MECHANICAL,PLUMBING,FIRE AND 2005 NATIONAL ELECTRICAL CODES,NFPA,AND ALL AFG - ABOVE FlNISHED GRADE EAT - ENTERING AIR TEMPERATURE OBD - OPPOSED BLADE VOLUME DAMPER � �%/j, 2 DO NOT SCALE DRAWINGS VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF LOCAL ORDINANCES AND AMENDMENTS AND MANUFACTURER'S INSTALLATION ................_...,......,.W.....,.,....,_,,,,.,.. _...,.,,,.,. .,.,.......�.........__.,.............._.............,... ......_..... ..,................._.........._.._.....__...... ...._...._.............._..._._...........__........_. _................._..._...... ......._............._........___.........._...._........_..... _.................__ .......___.,...._..,._..._............. � / " WORK REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS RECOMMENDATIONS IF A CONFLICT BETWEEN THOSE PUBLICATIONS EXIST,THE MOST BDD - BACK DRAFT DAMPER EXH - EXHAUST OC - ON CENTER �� � j � STRINGENTREQUIREMENT SHALL APPLY = ....._..�....,._ _..._...., w..,,...,....�............._.,..,.,,.......,.........__.., ..., ...._,.. _..�....,.._.�..._.........._..,._.. ..,�.,...__..,...,. ...,,....,......,.,.,......_.._....,,..,... ,..._...._..................---_--------••.,...,........................ ...__......................_..................___...._._....._...,_ �� BFG - BELOW FINISHED GRADE EWT - ENTERING WATER TEMPERATURE OSA - OUTSIDE AIR �� j % ' 3 IT SHALL BE ASSUMED THAT ALL SUBCONTRACTORS ARE EXPERIENCED AND THOROUGHLY Q- _..._..._...,......_.,........_....._.....__...._.___.._.__ .._ ..._........___.............__.........._,....,. .,..__.__._.. _.............,..,..,.......,...,._ ..�...._..W,...,__..,..........,,.,..W...,,,..__._..._ ._ ._.........,._..._.,.....,._�.w...,,,,.,,....,.,..,.,.,,_,.,..,,,,.,,,..,. ..,,...••_••••.....,.,._.�,�................,.w...,.,,.....,. �/�,, � ,o,.�iii�-ii� KNOWLEDGEABLE IN THEIR RESPECTIVE AREAS OF THE CONSTRUCTION INDUSTRY AND 21 PAY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS PRIOR TO FINAL p�Va BOP - 80TTOM OF PIPE FROM FINISHED FLOOR FBO - FURNISHED BY OWNER RA - RETURN AIR ��� / ��� # TITLE / / � SHALL PERFORM IN A RESPONSIBLE MANNER IN ESTABLISHED CONSTRUCTION SEQUENCE, PAYMENT,TURN OVER TO ARCHITECT ALL CERTIFICATES OF COMPLETION �Q' , ___ ........._......._............ ......_...._ ....._._..._.._..................___........__.,_.___......._ ........_......_................_.........._..___..__......._.__.._..._...__.......__._.... .. W _ _..__._...__,._..._._,... ....._.__....____W..,__�.,...,,.,,_., ..._.,..,,..._.,.....,.....,.__ j f/ j � � ����j� - - - j j / � � '� CFM CUBIC FEET PER MINUTE FCO FLOOR CLEANOUT SA SUPPLY AIR j � RECOGNIZING THE PRIORITY OF THE CONSTRUCTION DOCUMENTS,DRAWING,AND DETAILS, O o� � i////////''�////i� _______....._........_...._,._.._..,_.........,__ _ ......,_._. ___._._. _. _._._._.._......_ .......__._.._. _._..._..._........_.__. _.�....._..._...___.._......_._._.......___ _____._ � ___................._....._._...._.__.. _....___........._....._._.__.____,__ ..,.,.,.._.,._,...._...._......_ ��� �j AND SHALL INFORM THE PRIME CONTRACTOR OF POTENTIAL PROBLEMS WHEN DRAWINGS " """ """"""""""""" """" " " """" "" "" " �' // 22 GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND LABOR WHICH MAY M1.0 MECHANICAL COVER SHEET J J CLG CEILING GPM GALLONS PER MINUTE WATER FLOW RATE TYP - TYPICAL ARE UNCLEAR OR INCONSISTENT OCCUR UNDER NORMAL USAGE THE GUARANTY SHALL BE FOR A PERIOD OF ONE YEAR � � M1.1 M ECH AN I CAL SCH ED U LES J � _...._......_.W__.,.�.,..___....___�.. _.___ .__w__Y.,.,.�...,_.._.�...._....Y...._. .....�....._.�.,_Y.._.-.---___Y...._.._.......�........._.�..,__..�..........._..y..Y.._ ____.......__... _....__..._�.._.._.._....�.._.--_---...._......._Y...v.........._.._..___.____..__W_.._.Y.._._.._v...._ AFTER OWNER'S ACCEPTANCE DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST CONN -CONNECT LAT - LEAVING AIR TEMPERATURE UNO - UNLESS NOTED OTHERWISE 4 SUBCONTRACTORS SHALL BE RESPONSIBLE TO NOTIFY THE PRIME CONTRACTOR OF TO THE OWNER ...............__..... ...._ ......_._.. ..__.__..__..__......_. _._,.,,._.._.�.._..._... .._....._..._.. _.....,,..__„_.._..,.,,�...,,...,...,......,,.,.....,,,...,�,.,_...,._.,.,........___.,,.,.,,,.......,_.,...........,_...... ....,,._._....,,_,,,,.. _.,,,.,..,.......�.,.,....,W......._,.�..._...__..._.�............._..,�,,,. VA l 1■C DISCREPANCIES OR CONFLICTS ON THESE CONSTRUCTION DOCUMENTS FOUND DURING M2.1 THIRD FLOOR HVAC PLAN � � CO -CLEANOUT LWT - LEAVING WATER TEMPERATURE W - WITH �. • BIDDING AND/OR CONSTRUCTION PRIOR TO PERFORMING THE WORK SUCH .../_....__.._.._..,..._W__..__w_ ................�............. .,.._._..........,,....,__..,,._.,.,,,,.. � 23 SYSTEMS SHALL BE COMPLETE,OPERABLE,AND READY FOR CONTINUOUS OPERATION _____�____....._ _....._.................... .. _.._........_..........._.....__............._._......._....______ _............_____............._,...,.. _._..__...._......_.....__....._........_..___..___._...._...,..__._._. DISCREPANCIES SHALL BE RECEIVED EXPEDITIOUSLY AND NOTIFICATION GIVEN TO THE PRIOR TO ACCEPTANCE BY THE OWNER M2.2 LOFT HVAC PLAN J J COTG -CLEANOUT TO GRADE (N) - NEW WCO - WALL CLEANOUT Al�11�C�3�iL P��311C�8 SUBCONTRACTOR EITHER VERBALLY OR IN WRITING AS APPLICABLE TO THE CONDITION ......_.................._..__ .._................................._._......................_.............�.... ....._............._....... ...... _......._..._..._..........._...................__._..............................._..._.._............._..............._....._ .._.._......._.. _..... ___......_....___..____...._ ___.._,.,.,.......,.,........,. ___..__.. M3.1 THIRD FLOOR PIPING PLAN DN - DOWN PbreOmoeBasl7l4 24 SYSTEMS SHALL BE TESTED FOR PROPER OPERATION PERFORM AT A MINIMUM ALL CODE �/ _...__.,..W.�,..,..---__.._..,,�.,.._.........,.�...,....._..._,�.,,.......v... .._Y..._.,....,_..,_,,......,.._ y.,.._.............__....�....._.....,_._.�..,._.�_.._.......,.._.Y...._�..._.,__._,,,�.... _......,.,._,._................._.......,..__..._._...............___..._.Y....._..__.�......_______......._----._ Va� OO ilb6=.1734 5 EXAMINATION OF BIDDING DOCUMENTS REQUIRED TESTS OR SYSTEMS IF TESTS OF WORK ARE DEFECTIVE,CONTRACTOR SHALL M3 2 LOFT PIPING PLAN �/ �/ ���9.'O� MAKE CORRECTIONS NECESSARY AT NO ADDITIONAL COST TO OWNER PLAN SYM BOLS A EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY,AND NOT ���y�y�� LATER THAN SEVEN DAYS PRIOR TO THE DATE OF RECEIPT OF BIDS,SHALL MAKE 25 PROVIDE A BASE BID WHICH SHALL INCLUDE ONLY SPECIFIED EQUIPMENT OR EQUIPMENT M4.1 MECHANICAL DIAGRAMS J J G CONTROL PANEL 0 DUCT STATIC PRESSURE SENSOR - FIRE RISER ��v����� WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF LISTED AS EQUIVALENT NO SUBSTITUTIONS FOR THE LISTED EQUIPMENT SHALL BE _....................__................................_....._.......... ......_......_......._ ..........._..__..._._.. ....._......_............__.........._......__ ...._.._...__.. __._.....___..�._....___. _ .... _ _._ ..... ..... .........._........_._........_...........�...,.......,.._.,......_._._.......�.......... ANY DISCREPANCIES,AMBIGUITIES,INCONSISTENCIES,OR ERRORS THEREIN WHICH ALLOWED IN THE BASE BID �2 CARBON DIOXIDE SENSOR P ROOM PRESSURE SENSOR - HVAC RISER ������ HE MAY DISCOVER THE ARCHITECT WILL BE ISSUE ANY INTERPRETATION OR _ .. ._._.............. .. ........___..... ___......__.... ___...._..........._._...__. _.._._ _.._ _._...._..._.. ,._ ._.... ,_..._ _______...,.._ _........, ___ _.,.. ..__ O-- --• ._ _...,__.._........_ ......_......_......,......�,..,............._..........._....._..... A�OqCO �16Q0 CORRECTION AS AN ADDENDUM ONLY A WRITTEN INTERPRETATION OR � THERMOSTAT EP� EMERGENCY POWER OFF SWITCH - SECTION CUT LETTER.J� CORRECTION BY ADDENDUM SHALL BE BINDING NO BIDDER SHALL RELY UPON A THE MANUFACTURER OF EQUIPMENT OR MATERIALS FIRST NAMED ON THE ___ _,,,.,,,,__,,,,,. .. ' SHEET SHOWN ON. _ .. ...,.___.._..,. .._ __.._._._.................___...., .. ..........._.. ..,...,,,__.,.,.,_..._....,.,_._..,.....,...,_�....�.,..�...........,....... ....� ....,,. ,.._......_. ._.._,.._.....__.. _._._._.....__ ......_............._......_..._....._..___ INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD IF DRAWINGS IS THE BASIS OF DESIGN OTHER MANUFACTURERS LISTED ARE 2�1� THERMOSTAT 2 STAGE HEAT/1 STAGE COOLING e PLUMBING RISER � POINT OF DISCONNECTION DISCREPANCIES,AMBIGUITIES,INCONSISTENCIES,OR ERRORS ARE NOT COVERED CONSIDERED GENERAL EQUIVALENTS ONLY __..............�... ................_........_.............,.._...........�..... _...,,....._.,_,,,,,,..,..........,.,,,,,._... ,....._ ....... ,..........__.�.............._......_._..................._......._._...,............................................ ...................... .._,.. _......,.........._..... ._.,..... _.. _.........._...__,_._ ., _._„_.._ - - BY ADDENDUM OR WRITTEN DIRECTIVE,CONTRACTOR SHALL INCLUDE IN HIS BID, � REMOTE TEMPERATURE SENSOR Q HEATING WATER RISER 9 POINT OF NEW CONNECTION ' LABOR MATERIALS AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST 26 ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND INSTALLED AS PER .- .._•_.._..............__. .._.............. .............. _...... ....... ,......_..�........ ......... ......_._................,........_...__.._.......... .. _........ ......._........_. ._.................. ..._..,,._............. ..,,........�......,__..,_ ,,.,,�.,,..,.....,,.......... ••••........... .................._ : . . . . . ••• •• ••• • . . .. . ---- Crvd EnQmeer AFTER AWARD OF CONTRACT,NO ALLOWANCE OR EXTRA COMPENSATION WILL BE MANUFACTURER'S SPECIFICATIUNS AND RECOMMENDATIONS U� ISSUED AS PART OF A SET � � � HUMIDISTAT µµ ___....._ _..____._.__.__.._.._.. _ O� CHILLED WATER ,RISER �mm� CARBON MONOXIDE SENSOR .. ..._________..�... ___ .___-----�......._....._.._..�...___�..........._....�........_......�........,._..,..�..._...�...._.._.._..___ - MADE ON BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE WRITfEN � � NOT PART OF SET uJ o o _ REQUESTS AS DESCRIBED ABOVE � � ~ N d� 27 PROVIDE NECESSARY TRENCHING,BACKFILL,EXCAVATION,SUPPORTS,SAWCUTTING AND * ISSUED FOR INFORMATION ONLY Q � � Landscape Archrtecture PATCHING,CONCRETE/PAVING,ETC,AS REQUIRED BACKFILL TRENCHES IN 6"LAYERS Q I � PIPING SYMBOLS B FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF ANY INADEQUACY, AND TO 90°/a COMPACTION AND PATCH TO MATCH EXISTING GRADE � � � VAg,Inc. OMISSION,OR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF THEIR -SMS- SNOWMELT SUPPLY -F- FIRE LINE � � PRESSURE REDUCING VALVE (970)949.7034 RESPONSIBILITIES THE SIGNING OF THE CONTRACT WILL BE CONSIDERED AS 2$ REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH EXISTING CONSTRUCTION -SMR- SNOWMELT RETURN -PW- PRESSURIZED WASTE � VENTURI/FLOW INDICATOR Structural EnQmeenng IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION WITH NO NOTICEABLE DIFFERENCE IN CONTINUITY,APPEARANCE OR FUNCTION — ------�---------�-�-------�- ---�-----� Monroe-Newel Engineers OF THE FULL INTENT AND SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS -HWS- HEATING WATER SUPPLY - W - WASTE PIPE D44 SOLENOID VALVE (303)623 4927 29 TEMPORARY HEAT WILL BE FURNISHED BY THE GENERAL CONTRACTOR USE OF THE -HWR- HEATING WATER RETURN -V- PLUMBING VENT PIPE � µ PUMP & EQUIPMENT CONNECTOR M11echanical/Electncal EnQmeermQ 6 INASMUCH AS DESIGN FOR REMODEL AND/OR REHABILITATION REQUIRES THAT CERTAIN � ASSUMPTIONS BE MADE REGARDIPJG EXISTING CONDITIONS,AND BECAUSE SOME OF PERMANENT HEATING SYSTEM WILL NOT BE ALLOWED S EQ U E N C E O F CO NTRO L. " ---. ---- � ------~�- Bead►n Ganze Engineers THESE ASSUMPTIONS CANNOT BE VERIFIED WITHOUT DESTROYING OTHERWISE ADEQUATE -CHS- CHILLED WATER SUPPLY -AW- ACID WASTE PIPE III PIPE UNION (970)949.6108 OR SERVICEABLE PORTIONS OF THE BUILDING,THE ENGlNEER CANNOT ASSUR�THE 30 COORDINATE ALL PENETRATIONS OF THE FLOOR SLAB PRIOR TO COMMENCING WORK 1 THERMOSTATS -CHR- CHILLED WATER RETURN ' � -AV- ACID VENT PIPE D4V�D4 DOUBLE CHECK BACKFLOW PREVENTER blater als Scientist OWNER OR THE CONTRACTOR THAT THE PROFESSIONAL CONSULTING SERVICES HEREIN UTILIZE X-RAY AND VISUAL INVESTIGATION OF EXISTING CONDITIONS AS REQUIRED PRIOR _ ENCOMPASS ALL CONTINGENCIES FIELD COORDINATION DURING CONSTRUCTION IS TO DRILLING OR CUTTING COORDINATE ALL NEW PENETRATIONS WITH OTHER DIVISIONS FAN COIL UNIT THERMOSTAT SHALL BE SEVEN DAY DIGITAL PROGRAMMABLE WITH -CS- CONDENSER SUPPLY � � -GW- GREASE WASTE PIPE �M X PIPE ANCHOR � � - IMPERATIVE MAKE REASONABLE ALLOWANCES FOR UNSEEN CONDITIONS OF THE WORK ALL CONTRACTORS ARE INDIVIDUALLY RESPONSIBLE FOR ALL OCCUPIED AND UNOCCUPIED SETTINGS,HAVE ON/OFF/AUTO FOR SYSTEM CONTROLS AND �- � PENETRATIONS REQUIRED BY THEIR DIVISIONS BE AUTO-CHANGEOVER -CR- CONDENSER RETURN -ST- STORM DRAIN PIPE � PIPE EXPANSION JOINT 7 THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING CONSTRUCTION -G- NATURAL GAS •ST OF -STORM DRAIN OVERFLOW � FLEXIBLE CONNECTOR CONTINUED OPERATION OF THE FACILITY SHALL NOT BE HINDERED BY THIS WORK 31 DUCTS,PIPING,AND CONDUITS PENETRATING THROUGH ROOF SHALL HAVE ROOF � � S� ' ACCOUNT FOR ALL ADDITIONAL COSTS WHICH MAY BE INCURRED DUE TO THE DIFFICULTY FLASHING COMPATIBLE WITH THE ROOFING SYSTEM SEE ARCHITECTURAL DRAWINGS IN THE PRIMARY SPACE THERMOSTAT IN EACH FORCED AIR ZONE SHALL HAVE TWO STAGES _........._._... _ �. _ _.........._. OF WORKING OVER AND AROUND EMPLOYEES,FURNITURE,EQUIPMENT,ETC,AND DUE TO THE ABSENCE OF ANY OTHER REQUIREMENTS,PROVIDE SHEET LEAD TYPE FLASHING FOR OF HEATING AND ONE STAGE OF COOLING FIRST STAGE OF HEATING FOR THE PRIMARY -MG- MEDIUM PRESSURE GAS -SD- SECONDARY DRAIN j �� SAFETY RELIEF VALVE THE HOURS OF THE DAY IN WHICH AN AREA MAY BE ACCESSIBLE WHEN COMPILING HIS BID PLUMBING VENTS IN BUILT-UP ROOFS,TALL CONE WITH EPDM BOOT FOR PIPE AND SPACE THERMOSTAT SHALL CONTROL THE ASSOCIATED RADIANT FLOOR ZONE AND THE ------�--- --- - , - -- ------ f -- ����t iittititt►i��� SECOND STAGE OF HEATING SHALL CONTROL THE FORCED AIR SYSTEM -LPG- LIQUID PROPANE GAS � -SO- SAND AND OIL WASTE � Y AIR VENT ��� �, R Ec ����i, CONDUIT IN SINGLE PLY MEMBRANE ROOFS,AND CURBED ROOF PENETRATIONS IN ALL I _ w____..... _�..,...____W._ __,..,.,..,_...___._�.........�, �.,�,..._�...,. ���`� �� • ••o•. �-'•.�� � TYPES OF ROOF INSTALLATION SHALL BE WATERTIGHT � ����� : K�F� �t� % 8 BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR DUCTWORK REMAINING TO BE RADIANT FLOOR THE ROOM THERMOSTAT SHALL HAVE ONE STAGE�F HEATING AND - D - DRAIN PIPE -VAC- VACUUM PIPE T PRESSURE - TEMP. TAP ��� � ��� CONNECTED TO NEW OR EXISTING SYSTEMS PROVIDE DUCTWORK,PIPING,CONTROLS, CONTROL THE RESPECTIVE RADIANT FLOOR ZONE =V: ��°�= DIFFUSERS,ETC,AS REQUIRED TO RESTORE CONTINUITY OF SYSTEM(S),OR TO MAKE 32 ALL FLOOR DRAINS CONNECTED TO THE SEWER SYSTEM SHALL BE EQUIPPED WITH TRAP —PC- PUMPED CONDENSATE —CA- COMPRESSED AIR PIPE � PRESSURE GAUGE W/ PIG TAIL & COCK _ � ; _ NEW WORK MEET EXISTING CONDITIONS,WHETHER INDICATED OR NOT PRIMERS PROVIDE TRAP PRIMERS WITH BACKFLOW PREVENTERS AND CONNECT TO THE =-o: % = PRICING OPTION ALL THERMOSTAT SHALL BE RESETTABLE TO AN UNOCCUPIED MODE -FOV- FUEL OIL VENT I I BUTTERFLY VALVE THERMOMETER ��; �2 � :�; NEAREST COLD WATER PIPING ADJACENT TO A FLUSHING FIXTURE INSTALL IN � � � ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FROM ONE COMMON LOCATION � ��,r•�� 5 D��.'`�,�` , 9 SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY SERVICES AND �OF- FUEL OIL F1LL D4 SHUT OFF VALVE (BALL GATE BUTTERFLY) Y VACUUM BREAKER � F�,•. .•�\ �� _ COORDINATE AS REQUIRED BY EITHER RESPECTIVE AREA OF THE CONSTRUCTION 33 SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR ALL CEILING PENETRATIONS AND AIR 2 B-1,BOILER AND P-2,BOILER CIRCULATION PUMP -GF- GLYCOL FEED Db GLOBE VALVE , , O HORIZONTAL CLEANOUT //',/����is�����A`p����\````\ INDUSTRY NOTIFYING THE PRIME CONTRACTOR OF VARIATIONS OR CONFLICTS � DEVICE LOCATIONS ' 10 IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION DOCUMENTS,MATERIALS AND/OR UPON A SIGNAL FROM A TEMPERATURE/MOISTURE SENSOR(ETI OR EQUAL)OR FC-1/FC-2 -RFS- RADIANT FLOOR SUPPLY N VI CHECK VALVE ��� i �I VERTICAL CLEANOUT EQUIPMENT SHALL BE IDENTIFIED BY THE SUBCONTRACTOR WITHIN A REASONABLE TIME 34 COORDINATE ARCHITECTURAL,STRUCTURAL,MECHANICAL,FIRE PROTECTION, SECOND STAGE HEAT OR FC-1 VENTILATION ACTIVATE BOILER AND PUMP P-2 DISABLE -RFR- RADIANT FLOOR RETURN DJ FLOW CONTROL VALVE � Q FLOOR DRAIN TO ALLOW SELECTION,PURCHASE,AND DELIVERY SO AS TO PREVENT DELAY ON THE JOB ELECTRICAL,LANDSCAPING,AND INTERIOR DESIGN DRAWINGS PRIOR TO INSTALLATION PUMP WHEN A CALL FOR HEAT IS NO LONGER PRESENT ��,� „_, SCHEDULE -RS- REFRIGERANT SUC110N 1� BALL VALVE 0 FLOOR SINK 35 CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND PHASE AVAILABLE BOILERS SHALL OPERATE THROUGH THE MANUFACTURER'S CONTROLS THE BOILERS 3 - �-°------��---��°---�--- ° 11 PROVIDE MECHANICAL DEMOLITION REQUIRED REFER TO ARCHITECTURAL DEMOLITION SHALL MAINTAIN A HEATING WATER SUPPLY TEMPERATURE OF 110°F(ADJ) BOILER CIRC -RL- REFRIGERANT LIQUID � FJI PLUG OR BALANCING VALVE � ROOF DRAIN � PUMP,P-2,SHALL RUN WHEN THE BOILER aPERATES DRAWINGS FOR LOCATION AND EXTENT OF DEMOLITION REQUIRED VISIT SITE PRIOR TO 36 MOUNT ALL STATS AT 4'6"A F F COORDINATE LOCATION WITH WALL FINISH,AND TO AVOID - DOMESTIC COLD WATER � � � FLOW BALANCING VALVE ��µ��� � �� STRAINER W/ BLOW-OFF VALVE v� BID TO DETERMINE EXTENT OF WORK INVOLVED EXISTING FIXTURES,MECHANICAL CASEWORK,FURNITURE,DOOR SWINGS,HEAT SOURCES,AND EXTERIOR WALLS NOTIFY �~~~� � - ._...�.........................__._,...,W,..,....�.......,._..._....,.� _...M.._ ,__.�...�...,...,,_..., � EQUIPMENT,ETC,BEING REMOVED SHALL BE RETURNED TO THE OWNER DISPOSE OF A�L ENGINEER OF ANY CONFLICTS PRIOR TO BEGINNING THERMOSTATS AT INSTALLATION DISABLE BOILER AND ASSOCIATED PUMP WHEN A CALL FOR HEAT IS NO LONGER PRESENT -NS- NON-SOFTENED DOMESTIC COLD WATER �3- PLUG VALVE IN RISER � -Do-p SHOCK ABSORBER REMOVED PIPING,DUCTWORK,ETC UNLESS NOTED OTHERWISE PIPES,DUCTWORK, --- � ...._..�....... . �_ ..._.�,...,.__�..__,.___..�.....,..m..,..,_._._.....,�..............�..�.,.�........._........_._...........,._..,..._.....__._. ___...._.............�_._._._._....._.,.....,.,_...... EQUIPMENT,ETC TO BE REMOVED,ARE SHOWN HATCHED,UNLESS OTHERWISE NOTED 37 PROVIDE'/,"GALVANIZED MESH SCREEN ON ALL COMBUSTION AIR DUCTS OR OPENINGS, 3 FC-1 &FC-2, DX/HYDRONIC FAN COIL UNITS -- DOMESTIC HOT WATER � � GAIE OR GLOBE VALVE IN RISER � FLOW SWITCH �..._.._._._...._.____._.._. ..._.. __.._.�.._._... .._.._. ! _...._�..................._.._.._.v.,..._�._.._........_..__.......�....___.._.__._........_ ; __..... _._._.._ ....__..__._._._._.µ.._� ._.._. AND ALL OPEN AND RETURN AND EXHAUST DUCTS 140'-- DOMESTIC HOT WATER (TEMP. SHOWN� i � DRAIN VALVE W/ HOSE END ' HOSE BIBB 12 VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES,PIPING,AND SPACE HEATING ._._..._.._..,._._.�...�.�............_.._._..._._....._.�.. .___..__..._.._..._... f ...�_.._....._...._..._......_.._._ ..._.....................__........._.__....... ._.........__......._ ._.. � __...._ _._._.........._......_.__......._.__ ...._.. RACEWAY SYSTEMS PRIOR TO THE TRENCHING CONTRACTOR SHALL OBTAIN AND VERIFY 38 ALL DUCTWORK DIMENSIONS ARE OUTSIDE SHEET METAL DIMENSIONS DUCT LINER HAS --- HOT WATER CIRCULATION � � TEMPERATURE CONTROL VALVE i WALL HYDRANT ' � EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS BEEN ACCOUNTED FOR ....--......_...•_-._.__-._.....____�..._..._ ..._......._............___...........____........_._._._.....�..... ._____.__.__....__._....... _...... ......... ........_ ._.. _._.. __......_._.__..._.__...._._..... 3 �._..___._____.........._....._....._. ._..�._._... UPON A CALL FOR SECOND STAGE HEAT FROM THE SPACE THERMOSTAT,THE 3-WAY -MA- MEDICAL AIR PIPE � -HPS- HIGH PRESSURE STEAM SUPPLY � � STEAM TRAP � 13 ALL DUCTWORK,PIPING,FIXTURES,AND EQUIPMENT SHOWN IN LIGHT LINE WEIGHT IS CONTROL VALVE SHALL MODULATE AND THE FAN SHALL ACTIVATE TO MAINTAIN SPACE ---...-----------..---.-- -- --.---..._-.----•.•---.------ ' -.-----.--.-..----...-------.-.-•.--- .-.- _...--..--...- .-.-..--..-.-..-.-.--_---........- .----.--...-.-.-..•_---....... -- �___... - �{ � 39 NEW HOT AND COLD WATER BRANCHES TO BE ROUTED FROM NEAREST HOT WATER AND TEMPERATURE SET POINT OF 68°F(ADJ) -0 OXYGEN PIPE ' -HPR- HIGH PRESSURE STEAM RETURN � FT-FLOAT & THERMOSTATIC �✓ EXISTING,NEW INDICATED BY HEAVIER LINE WEIGHT,EXCEPT WHERE NOTED PIPES, COLD WATER OF LINE SIZE EQUAL TO OR GREATER THAN NEW BRANCH-TYPICAL ._.. Z ..._._...._..._.._........._._..._ ..,._._._......__..._...._._....._...._...._..._........_ � _....,..... DUCTWORK,EQUIPMENT,ETC TO BE REMOVED,ARE SHOWN HATCHED � _._........_._....__ _._........._._..._........ __.. __ _ _.... .__...._.__.._................_....._.._. ; .... ,_......................_.._.._....____.,......,.........._.... SPACE COOLING -N- NITROGEN PIPE -LPS- LOW PRESSURE STEAM SUPPLY i TD-THERMODYNAMIC __..__.._._.._ .....__,�w....._,....,�....,�.......�...,....�,.._._..�....__..__....,..._.._..............__ : _.___..___........__.........._....._.....__._....__....._._._......_...w_......_...__._....._._._.........._....._. .__._......____.._._._..._._................�.,.�...�...._...._.,.____�.,._...,.,... _.. � �� 40 REFER TO PLUMBING FIXTURE CONNECTIONS SCHEDULE FOR PIPE SIZES TO INDIVIDUAL 14 OFFSET PIPING, DUCTWORK,ETC AS NECESSARY TO ACCOMMODATE STRUCTURE,BEAMS, -NZO- NITROUS OXIDE PIPE ` -LPR- LOW PRESSURE STEAM RETURN ; IB-INVERTED BUCKET � COLUMNS,AND EXISTING EQUIPMENT PLUMBING FIXTURES UPON A CALL COOLING FROM THE SPACE THERMOSTAT,THE CONDENSING UNIT SHALL ....._.__._.__......,...._..._........_,,..,..�_,._.,.,,,,._...,,,�,..,�..__.._.,,....._,_.M__.___..__._,_...___.._ ; _....__._�.,___......__._.._...,.w..._ ._......_..... __.._.,.._._........_..._.._............_.._..._._. ..... � ._..___._._......___....,.._...........__.__,�......___...._...__....,_._,..,�._,..�.�..... � � ACTIVAT AND THE FAN SHALL ACTIVATE TO MAINTAIN SPACE TEMPERATURE SET POINT OF � 15 ALL EXISTING SUPPORT RODS AND STRAPS NOW SUPPORTING DUCTS,PIPES,AIR TUBING, 41 PROVIDE SHOCK ARRESTERS AT ALL DOMESTIC HOT AND COLD WATER BRANCHES NO LONGER PRE OE DENSING UNIT AND FAN SHALL BE OFF WHEN A CALL FOR COOLING IS D U CTWO RK SYM BOLS SERVING FIXTURES AND EQUIPMENT WITH QUICK CLOSING VALVES SUCH FIXTURES AND �'� - ELECTRICAL CONDUIT, ETC THAT ARE REMOVED TO ALLOW ROOM FOR INSTALLATION OF EQUIPMENT INCLUDES FLUSH VALVE WATER CLOSETS,DISHWASHERS,ICE MACHINES,AND � FIRE SMOKE DAMPER } � RETURN EXHAUST DUCT DOWN � SUPPLY REGISTER NEW EQUIPMENT SHALL BE RELOCATED AND REINSTALLED,OR REPLACED IF DAMAGED CLOTHES WASHERS SHOCK ARRESTERS SHALL BE CONSTRUCTED WITH A PISTON IN A VENTILATION(FC-1 ONLY) ........F� ..._......./........ .. _._...._ _......._ ........ ..... ... ; � .. .. / .... .. . ' _�... ., .._ .. .. ........__ ...._......._......._.........._. � SEALED COPPER TUBE CHAMBER,AND APPROVED FOR INSTALLATION WITHIN WALLS � FIRE DAMPER � � TURNING VANES SHOWN IN 90N ELBOW. � RETURN AIR OR EXHAUST AIR REGISTER. �� O 16 ALL"CAPPED"SANITARY AND VENT LINES SHALL BE RECONNECTED OR RE-ROUTED AS WITHOUT ACCESS PANELS SIOUX CHIEF OR EQUIVALENT BELLOWS TYPE NOT - • • • -------- -• -• --•-• -- ------• -• ` - ---- •- - -• -- ----- • ---• --- ---•-••----•- ACCEPTABLE THE FAN COIL UNIT SHALL BE INTER�OCKED TO OPERATE SIMULTANEOUSLY WITH THE � �� XH QUS� AN Q1� ROOF W/ s : �_ SUPPLY DIFFUSER• ARROWS � � NECESSARY TO PREVENT"DEAD-ENDS"IN THE PIPING ALL PIPING SHALL DRAIN TO ACTIVE r'- MANUAL BALANCING DAMPER SANITARY WASTE LINES AND ALL BRANCHES WITH TRAPS SHALL BE ADEQUATELY VENTED OPERATION OF THE KITCHEN EXHAUST FAN WHEN THE KITCHEN EXHAUST FAN IS _,,..,.. ..,_.,_ �UC.I,_INR�_ROUF. _._.__. . ., ,.,. .. _ __ ; _ _ ._INDICATE DIRECTIdN OF THROW.,,_ _ .,, ___._ � � � OPERATING,THE NORMALLY CLOSED OSA DAMPER ON THE FAN COIL UNIT SHALL OPEN TO 0 SMOKE DETECTOR : o---- MOTORIZED DAMPER ' �__�_�,,�DOOR GRILLE 42 FILL HEATING WATER SYSTEM WITH 50%PROPYLENE GLYCOLNVATER SOLUTION � �R' � � PROVIDE A TOTAL OF 1200 CFM OSA(ADJ)AND THE RA DAMPER SHALL CLOSE A DUCT _....__ _..,. _ _..__�.__ ......_..._..__.. _. .. ° _., .. .. .. .. .... _ _... .. .. .. � .... ..... ... .... _ _..._.._.... .. ......................�..._.... ......_........._........... � � 17 CAP ALL DEMOLISHED AND ABANDONED DUCT TAKE-OFFS AT TRUNK DUCT MOUNTED THERMOSTAT SHALL MODULATE THE HEATING CONTROL VALVES TO MAINTAIN A Q � TEMPERATURE�CONTROLLER ; m-- BACK DRAFT DAMPER £ � SECTION THRU SUPPLY AIR DUCT. �� C� 43 GRADE AND VALVE ALL HEATING,CHILLED AND SNOWMELT WATER PIPING WITH 3/4' HOSE SUPPLY AIR TEMPERATURE BETWEEN 60°F AND 80 F(ADJ)TO SATISFY THE SPACE °°°°�°° -• °°°°°°•° ° �71 �� � �� � ; � �� � �� ����� �� T �� ��� �� �� ' SECTION THRU OUTSIDE AIR����RETURN�� � ,, � 18 WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE END VALVES TO PERMIT COMPLETE DRAINAGE OF THE SYSTEM VENT ALL HIGH POINTS IN THERMOSTAT � ACCESS PANEL '- AIR EXTRACTOR - � AIR, OR EXHAUST DUCT � � ARCHITECT EQUIPMENT ROOMS AS NECESSARY WITH AUTOMATIC AIR VENTS PIPED TO CONVENIENT " ���"����'�� � ���� � m��mm��mm"��� ���������� �� �� ���� ��T��UC7 ST��S �AI�� ZSU7�ICS� SH�ET °"" ° °°°• ••••••-•••-•-•••--- .............._ ........... ._..._.. � � DRAIN ALL HIGH POINTS IN SYSTEM OUTSIDE OF EQUIPMENT ROOMS WITH COMBINATION � SUPPLY DUCT DOWN , 1 x 4 METAL (WIDTHxDEPTH) '"� AUTOMATIC/MANUAL AIR VENTS AS REQUIRED TO RELIEVE AIR IN THE SYSTEM 4 P-1, DOMESTIC HOT WATER RECIRCULATION PUMP •- •• •-•••••-••• -•..--• ..-.-••--------••-••-•-••............. ..... ..... _. .. ..... - .. .. .... .. ... ... .. .. ° _ _ _ .. _._. .__ _ .. _........... ............_._......_ .,..... � 19 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER WORK IN CONFORMANCE � � � WITH ALL APPLICABLE CODES,ORDINANCES AND LIFE SAFETY FEATURES AS RSQUIRED BY AN AQUASTAT IN THE HOT WATER PIPING SHALL CYCLE PUMP TO MAINTAIN A DOMESTIC � LOCAL,STATE,OR NATIONAL AUTHORI7IES THE CONTRACTOR SHALL VERIFY WITH THE 44 PROVIDE PLASTIC GROMMETS ON ALL HEATING WATER PIPING PASSING THROUGH WOOD SI NGLE LI N E/DOU BLE LI N E DUCTWORK SYMBOLS � ARCHITECT IF MODIFICATION OF HIS/HER WORK IS REQUIRED FOR COMPLIANCE JOISTS AND STUDS HOT WATER RECIRCULATION TEMPERATURE OF 105°F(ADJ) A MANUAL ON/OFF SWITCH LABELED"DOMESTIC HOT WATER RECIRCULATION PUMP"SHALL BE PROVIDED TO TURN SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE OFFPUMP DURING UNOCCUPIED PERIODS ----.�.-�.-----..----.----_,,,,,,,,,,,,,,__..�...,_�,.._..,_.....,_.._...,_..__....__.__....._�...__.... ..._.__....._..M......_,.__...__...___.._._.__.__._..._........._ _...___.....__.. .. ...._.._..._ ... ._... ____..... _ _...._.._ _......_...............__........_....._._._,.__�_...._ _� __.. 5 RADIANT FLOOR SYSTEM 4.��1E, (ROUND) 90' RADIUS ELBOW. � �� � � UPON A CALL FROM A ROOM SPACE TEMPERATURE SENSOR SET AT 68°F(ADJ),THE 90' TEE (ROUND) 90' ELBOW W/lURNING VANES � , HEATING WATER CIRCULATION PUMP,P-3,SHALL RUN AND THE 3-WAY CONTROL VALVE (RECTANGULAR) � SHALL CYCLE TO MAINTAIN A SUPPLY TEMPERATURE OF 120°F(ADJ) PUMP SHALL BE ._... . ._........._.�.....___.._._........._................_._..._...w..._.._............_..........._._..._ ....,....,,..�...,....wW...�.�.,,....�..�.,.._..,..........w.._,_m___,�..�,,,....,....__...,.��_...�,,. ��..,.�..,_._ � � ° DISABLED AND THE 3-WAY CONTROL VALVE SHALL BE IN FULL BYPASS WHEN A CALL FOR HEAT IS NO LONGER PRESENT 45' CONICAL WYE (ROUND) 45' RADIUS ELBOW. � �^~, . V� FOR A RADIANT ZONES WITHIN A FORCED AIR ZONE,RADIANT FLOOR HEATING SHALL BE �°�-`-`-�--- -------•---•m...._._...s�_..........__.._._.........._._.._._._..........___....._ __._......................._...._..._.__...._..._.....____........._.........._.._______ ...�..._ ...�.. y LOCKED OUT WHEN A CALL FOR COOLING IS PRESENT 90' CONICAL TEE 45' ELBOW (RECTANGULAR) � � 6 SNOWMELT SYSTEM ..__....._...._�......__._______�__�......_.. .......�..,,�.,. .�w_�.___._ � UPON A CALL FORM AN IN-SLAB TEMPERATURE/MOISTURE SENSOR(TEKMAR 090 OR DUCT SPLIT R� DUCT RISE SYMBOL —� x EQUIVALENT),BOILER CIRCULATION PUMP,P-2,SHALL CYCLE TO MAINTAIN A SNOWMELT „�.,, � X SUPPLY TEMPERATURE OF 110°F(ADJ) PUMP SHALL BE OFF WHEN A CALL FOR HEAT IS NO p � � LONGER PRESENT RIGID FLEX DUCT RIqD �� DUCT DROP SYMBOL —s � �c �x J � 7 KITCHEN RANGE EXHAUST FAN � �--►�� SIZE OR SHAPE TRANSITION `� FAN SHALL BE CONTROLLED BY SWITCH NEXT TO RANGE REFER TO ARCHITECTURAL � DRAWINGS FOR EXACT LOCATION VERIFY CONTROL WITH RANGE HOOD MANUFACTURER ��, r REFER TO FC-1 SEQUENCE ABOVE FOR INTERLOCK INFORMATION ' � FIXTURE CONNECTION SCHEDULE Q _ � 8 EF-1,BATHROOM EXHAUST FANS o FIXTURE HW CW WASTE VENT FIXTURE HW CW WASTE VENT Q N EXHAUST FANS SHALL BE CONTROLLED BY A MANUAL WALL SWITCH . „ M � p „ Q WATER CLOSET ( FLUSH VALVE ) - 1 4 2 DRINKING FOUNTAIN / E.W.C. - Y4 1Y'� 1Yz � WATER CLOSET ( FLUSH TANK ) - yz" 4" 2" KITCHEN SINK W/ DISPOSER 1�" S�i" 2" 1Y�" Q , o URINAL ( DLOWOUT ) - 1" 2" lS�i" BATHTUB � SHOWER �'�" �+" 2" 11's" � Q URINAL ( WASHDOWN ) - �4" 2" 1Y�° CLOTHES WASHER ROUGH-IN �" Y�" 2" lYz" Q ` �, LAVATORY �fi" Lz" 1L�" 1L�" DISHWASHER ROUGH-IN 1�i" - 2" 1Yz" � SERVICE SINK L�" Lz" 3" 2" BAR SINK Y�" Y2" 1Y'�" 1Y�i" � MOP SERVICE BASIN +fz" Lz" 3" 2" � � " SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. MINIMUM PIPE SIZE TO 2 OR MORE FIXTURES IS 3/4". ALL FIXTURES LISTED ARE NOT NECESSARILY >, USED ON THIS PROJECT. m � a� � � � PROJECT ALTITUDE � 8,200 ' ABOVE SEA LEVEL ifq°�D" � " o "J"05.12.08: TECH REVIEW � "K"05.14.08:95°/a CD 0 0 0 � �r� � / 0 Q c� w S}�eet 1�tle: U C� % - Mechanical � � � 0 � over � . � L o heet a � � � � � � � � 0 �- Project No: � � _ m � o � + G 8560.00 o , n B EAUDIN � j 3beetNo: � Cj ANZE � � � � Consulting Engineers, Inc Vad (970) 949-6108 COPYRIGHT 2008 N O � � Lake Tahoe (530) 550-7334 Pro�ect No 8560 00 A Denver (303) 278-3820 c; zno�vn�inc Amhnects Ne Plenners % Fort Collins (970) 221-5691 � www bece com \ MECHANICAL EQUIPMENT SCHEDULE WATER HEATER SCHEDULE (ELECTRIC) AIR COOLED CONDENSIIVG UNIT SCHEDULE • ELEC ELECTRICAL ELECTRICAL _ MANUFACTURER"MODEL STORAGE CAP WATER TEMP RISE MANUFACTURER* MATCHED SYSTEM ��N AMBIENT TEMP LOW AMB APPROX OPER MANUFACTURER* ACCESSORIES REMARKS j MARK SERVICE TYPE CAPACITY HP VOLT/PH NUMBER ACCESSORIES REMARKS MARK n'PE (GAL) RECOVERY(GPH) (°F) KW VOLT/PH MODEL NUMBER ACCESSORIES REMARKS MARK COMPONENT CAPAC�N DB(°F) CONTROL(°F) MCA VOLT/PH MOCP WEIGHT(LBS) MODEL NUMBER (TONS) ���la � LOW AMBIENT KIT,HOT GAS � / - GF-1 BOILER GLYCOL 6 GAL 24W 120/1 AXIOM MF200 WH-1 TANK 50 21 90 6 2pg STATE SELECT CU-1 FC-1 4 90 -15 21 208/3 18 6 280 CARRIER 38HDR048 YPASS, AND FACTORY PROVIDED �j � %j� � _ FEEDER ES6 50 DORS LINE SET � % % � � ��j� ' 234 LOW AMBIENT KIT,HOT GAS j iiii�i// �� SG 1 BATH RM#1 STEAM EQUIVALENT 7 5 KW 208/1 MR STEAM MS225T TEMPO/PLUS CONTROLS CU-2 FC-2 2 90 -15 18 7 208/1 16 8 180 CARRIER 38HDR024 YPASS, AND FACTORY PROVIDED / / j SHOWER LINE SET � �� � �� / CUBIC FEET /��/ � j�� 162 MANUFACTURER MANUFACTURERS SG-2 BATH RM#3 STEAM EQUIVALENT 6 KW 208/1 MR STEAM MS150T TEMPO/PLUS CONTROLS " A O SMITH OR RUUD EQUIVALENT * McQUAY,TRANE,YORK SHOWER CUBIC FEET GENERAL NOTES GENERAL NOTES A A CAPACITY STATED IN TONS IS AT PROJECTALTITUDE VAg� 11iC• B Ai�hltCCt3 d�P18nn�r8 MANUFACTURER EXHAUST FAN SCHEDULE ' BOILER SCHEDULE ���1� GENERAL NOTES FAN MOTOR Yaa OO �166i.17s4 MANUFACTURER* HEATING CAPACITY A MARK TYPE ESP VOLT/ ACCESSORIES REMARKS L W T E W T MANUFACTURER* �I'I��.70� B CFM SONES @ S L @ ALT HPI (WATT) PH MODEL NUMBER MARK SERVICE BOILER TYPE FUEL TYPE INPUT @ SL OUTPUT @ ALT MINIMUM (,F) �,F� VENT TYPE MODEL NUMBER ACCESSORIES REMARKS (IN WC) (IN WC) (MBH) (MBH) A���U�� �'���'_� amsil:,0oe[d�t�par�lleCb.00m BACK DRAFT DAMPER, HEATING TRIANGLE TUBE PRESTIGE y0����� GRILLE, REGISTER, DIFFUSER, & LOUVER SCHEDULE EF-1 CEILING 65 14 031 025 24W 120/1 PANASONICFV-08VS1 DISCONNECT B-� WATER CONDENSING NATURALGAS 245 190 95 120 100 3"PVC 250 A�o0�O0 i1�9 - SYMBOL USE PATTERN FINISH MANUFACTURER*MODEL ACCESSORIES REMARKS NUMBER MANUFACTURERS " BUDERUS,VEISSMAN,PATTERSON KELLY,OR WEIL-MCLAIN EQUIVALENT A ROUND SA RE-PLANS PAINTABLE UNICO UPC-566 PROVIDE WITH SOUND ' GENERAL NOTES _ _ ATTENUATOR MANUFACTURERS A * ACME,COOK,GREENHECK,PANASONIC,PENN g Crvd EnQmeer PROVIDE WITH SOUND GENERAL NOTES _ B SLOT SA RE-PLANS PAINTABLE UNICO UPC-101 ATTENUATOR p' Landscape Archrtecture PUMP SCHEDULE vAg,I��. C RA RE-PLANS RE-ARCH TITUS23RL PLUMBING FIXTURE SCHEDULE MOTOR (970)949.7034 MARK SERVICE TYPE GPM TDH FLUID MANUFACTURER" ACCESSORIES REMARKS Structural En¢meennq MANUFACTURER*MODEL FAUCET TRIM MFR'MODEL (FT) HP RPM VOLT/PH MODEL NUMBER D OSA/EA RE-PLANS PAINTABLE RUSKIN ELF6375DXH SYMBOL TYPE A D,A FINISH ACCESSORIES/REMARKS Monroe-Newel Engineers NUMBER NUMBER (303)623.4927 P � DOMESTIC HOT IN-LINE 2 8 WATER 85 W 120/1 GRUNDFOS UP15-18B7 BRONZE CONSTRUCTION 111echamcal/Electr�cal EngmeermQ POLISHED NICKEL CAST IRON BODY,ADJUSTABLE SQUARE STRAINER,ADJUSTABLE CIRC P1 FLOOR DR,aIN NA BRONZE J R SMITH 2O10-U COLLAR,TRAP PRIMER Beadin Ganze Engmeers (970)949 6108 P 2 SNO RCELT �N-LINE 23 13 GLYCOL 245 120/1 GRUNDFOS UP26-99F . MANUFACTURERS nlatenals Sc�ent�st SA UNICO P2 WALL HYDRANT NA WOODFORD B65 FREEZE PROOF VACUUM BREAKER _ RA PRICE, KRUEGER P_3 DIANT FLOOR IN-LINE 10 30 EXISTIN 300 120/1 GRUNDFOS UPS 32-160F LOUVER GREENHECK,L&D,RUSKIN CIRC SYSTEM GENERAL NOTES A MANUFACTURERS� � � FIXTURE AMERICAN STANDARD,UNIVERSAL RUNDLE,FIAT,STERN WILLIAMS FAUCET SPEAKMAN, DELTA,AMERICAN STANDARD,CHICAGO MANUFACTURERS �` pttlltlluq�p�� DRAIN JOSAM,WADE SMITH * B&G,GRUNDFOS,TACO,OR AURORA EQUIVALENT `�`�� \\ .��EG /°�''%,, . GENERAL NOTES A � ' � KOF I�,��Fn' ` GENERAL NOTES A . '' - B B c � 4 - ' 3 2 �.o• � I f � ��� V `U�C�\��� � FAN COIL SCHEDULE (HYRONIC/DX COOLING) ','%��'Sj'•••t',�,�`�e'o`' _ FAN COOLING COIL HEATING COIL '/''/'/�������A`""\\\\ . ESP ELEC AIR CONDITIONS AIR CONDITIONS WATER/50%GLYCOL FILTER MANUFACTURER" ACCESSORIES REMARKS MARK SERVICE TYPE MODEL NUMBER CFM O S A CFM @ S L (IN W C) @ ALT(IN W C) HP VOLT/PH E A T L A T REFRIGERANT SENSIBLE MBH E A T L A T SENSIBLE MBH E W T L W T GPM DB/VI/B(°F) DB/WB(°F) DB(°F) DB(°F) FC-1 LOWER LEVEL DX/HYDRONIC 1200 0 TO 1000 1 50 1 20 1 208/1 90 0 40 R-410A 48 0 70 70 0 130 110 7 5 2"TA UNICO 4860 HYDRONIC HEAT COIL,FILTER,DX � COOLING COIL, � FC-2 UPPER LEVEL DX/HYDRONIC 1000 0 1 50 1 20 1 208/1 80 0 50 R-410A 24 68 100 25 0 130 110 2 5 2"TA UNICO 3624 HYDRONIC HEAT COIL,FILTER,DX � COOLING COIL, � • ' MANUFACTURERS " � . � GENERALNOTES p� � A - �""� B C O� � � � {�"'"� � � O � � � � o ; o� � � ,� � � � � � � � � � � � � � � � � � � - � � . � , 4� � � 4� � X � x - x I U � � a � `n R�EY�/�Od/: I � - � Q0 o QN � � ' � � � � tl a � � U � � -O O C� T Q� ' � N � � i � IWIfO�: � 3 _ � "J"05.12.08: TECH REVIEW "K"05.14.08:95%CD � 0 0 0 � � . � / 0 Q � Sheet 1'ft10: w v m Mechanical � � U / 0 � che ules � 0 � � L � Q LL � � L � F— i N � O � Pt�ojoct NO: � m � 0 8560.00 - ° g EAUDIN �' 3beat No: . i �j ANZE � � � Consulting Engineers, Inc y v � � COPYRIGHT 2008 N O Vail 970 949-6108 L � Lake Tahoe (530) 550-7334 Pro�ect No 8560 00 � �] Fort Collins (970) 221-5691 enver � st 2007 VAe Inc Archimcts�Planncrs � www bece com � r � � � j""'i��/ _ , j• % �� j �j //'��" �///�a���a0j . j f ��/ � / j / ��� � i��D�. �i��� VAg, Inc. ���� � g C D E F�atOIDoeBa�17l4 Va� OO ii66i.i7l4 ('970�949.7034 �a:p70�l49.i1�4 ea�i1:�me�d��iled�.00m i � � I !O Bmobm��o�d�ile Z� II I A�o4 CO i16�0 i i i i . 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ALL BATH EXH. o I II ' I ' � � - - - - - - - - - � L - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - � - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � o � � w s�c�: � � � � , � � Loft � ' ' ' ' ' HVAC Plan � � � a . U L I I I � � O O � . � I I I I I t F— � LO FT HVAC P LAN � � 0 � I � � SCALE 1/4"= 1'-0" � � � Pt+oject No: m 0 ` 0 8560.00 � B EAUDIN � � Cj ANZE � ��No: � � Consulting Engineers, Inc �� � Vait (970) 949-6108 COPYRIGHT2008 O y � Lake Tahoe (530) 550-7334 Pro�ect No 8560 00 � [p Denver (303) 278-3820 Fort Collins (970) 221-5691 c'a 2007 VA Inc Archtlects&Pl�nners � www bece com 1 I t RADIANT MANIFOLD SCHEDULE SNOWMELT MANIFOLD SCHEDULE � %/i,,, � < � �j % - � % i - APPROX. AREA ESTIMATED # LOOP PRESSURE FLOOR APPROX. AREA ESTIMATED # LOOP PRESSURE � � �j � ZONE DESCRIPTION (SQ. FT.) GPM OF LOOPS LOSS (FT. H20 ) COVERING REMARKS ZONE DESCRIPTION (SQ. FT.) �PM OF LOOPS LOSS (PSI) REMARKS �// � ' ��//�/// j j ����.��� ��/ � � � - - j � � 1 GREAT ROOM 615 1.6 3 4.5 WOOD 1 NORTH DECK 700 8 4 15 ���%�� ���/ .�/% CALCULATIONS BASED ON 5/8" DIA. PEX TUBING � 10" O.C., 2 KITCHEN 390 1 2 4.5 T1LE 30'F�TEMPERATURE DIFFERENTIAL, AVERAGE TEMP OF 95'F, 50� GLYCOL/WATER SOLU110N VAg� 1i1C• A B C 3 OFFICE 380 1 2 4.5 WOOD p � �i�� ��r]�g Pat OIDoe So�1734 4 FAMILY ROOM 190 0.5 1 4 5 WOOD Vdl OO ii66i.17l4 C�9�949.7034 t.�:p7a�la�a1�4 i i i 5 BEDROOM 2 280 0.75 2 1.5 CARPET i i am�il:,macai���cbibd�.com 90 Baorba�d��to�d�ile 202 Mm�,00 i161�0 6 BATHROOM SUITE 2 125 0.5 1 1.5 T1LE - i i i i i 7 BEDROOM 1 250 0.75 2 1.5 CARPET - I I I I I Crvd En�meer I30� GLYC E/ATERDSO UTION A3/4" MANI 0 DMC NNE'CTION, U.N.O I I I I � Landscane Architecture VAg,Inc. (970)949.7034 � Structural En¢meenng I I I I I Monroe-Newel Eng�neers I (303)623.4927 Mechamcal/Electr�cal EngmeennQ i i i i � Bead►n Ganze Engineers (970)949.6108 - biatenals Sc�ent�st I I I I � I I I I I � � R I I I �------ -------� ' ``,,.��`\ • 0 K:G/ �.,,��' �� 11 t►ll//��� I I .�O , OF :F�'-_ . ; . �O. �c.aF= . _C�. � • �' ; _ - - - - - - - - - �- - - - - - - - -=- - -i - - - - - - - - - - - - - i - - - - -- - � - - - - - - - �4 _ . . _ �-- -� :-o: 5 1� ;�_ , ------ ;y9p: ( .�:�c,�'� , ' ; �.c� �� J (,��s���*\\`c . F. ��i �••..�.�. � : - - - - - - - - - �- - - - - - - - - - � � - - � � - - - - - � - - - - - - - � "''���ss!a���a���E`����`\, � � -----� ---------------------------- � ..---- --- --------------------------, --- ----- ----, � ; �- � -- ----- -----� , i � FI EP ACE. j � � � � I RADIANT I I � I I ZC�NE #� i i i � j I �� i � � i I i B�DROOM i i i ( �ARDROB� O��ICE �I ROOM � � FLAG NOTES. � � � j ll�i l�l I I��1 � --J � I ----------- I � � i � 4"�( O CW/W/V PIPING TO (N) FIXTURE LOCATIONS � � � i i i i DESIGN BUILD BY CONTRACTOR. VERIFY i � � � � j� LOCATION OF (E) PIPES. CONNECT (N) - i . i i �'4" RMS/RMR UP TO-� � RADIANT MANIFOLD � i . �i i FIXTURES TO NEAREST PIPING LOCATION OF � MANIFOLD #10 & 11. i � ZONE #3. �.���i �� EQUAL OR LARGER SIZE BUT NO SMALLER � i `+�`+� i li THAN �4" FOR HW/CW. REFER TO FIXTURE RAOIANT MANIFOLD i �� "HW TO LAV. ��o. RADIANT �li �i CONNECTION SCHEDULE FOR MIN. PIPE SIZES. � i ZONE �6 8c 7. i i 4� / �� ZONE #3 � �� � i � � � j RADIANT vi - -- -- -- - - - 0 ZONE #1 �i � �� � � � o o � ev e � I� � � e 0 ;. ,;T-_-T__�_, ; �� �'a"G TO GRILL i � �=�'- � � �r��� �� � � , PROVIDE � 1 �BATN M O� ,�� \��'�r r-=T�� ���`�\ �� ji i � ACCESSIBLE , O i i � � � ��� , � i � T, ,�. � � � SHUT-OFF VALVE. i ,��� �I � �����`� \\\`:� ���'' �--'� ��/ �?` \�� "� Ii C o i i � . -, � � � � � � � � \� �•• - �A� -\� �'� '���/ - � - �' ' - - - - - - - - - �- - - - - - - RADIANT i -� --�- °--�-� - �� - - - - - - - �_ - ZOIV #6 � ____ � , �i l�/o �" I - - - - - - � �w � -- - Q � \` �� �� I � �! � I i .. �� � ---------, �� � , , -- , I � � ,i � ---------� �� � � � I � � I ' ; � i��� � �I � � � - - - - - - - - - - - - I - � � -- - - - - - - - �� - - - - - - - � - - - - - - - - - - - � C� I ' � i - , ROO � Q� � � � 3 � � � I� � i i I 14 �' � �I � i � � �i O ; � a �;-------------------------------------� NOTES: ----- i i °� - - �i �-------------� ---------- � i i i � S�z"HW DN. TO LA�V. ( i 1. REFER TO DIAGRAM A SHEET M4.1 FOR BOILER I i - -- i RADIANT � i � PIPING DIAGRAM. � I I -1------ -------� � I i MANIFOLD �� i � � � I � � Z O N E #5. �� R O O M � ( 2. F d E F E R T O D I A G R A M B S H E E T M 4 1 F O R R A D I A N T ` � � R A D I A N T � I � � i �� i � �cn i i i 1�4 i � P I P I N G D I A G R A M. SNOWMELT I � � ZONE #5 ��_ � i i i �I i i , � i ZONE #1 � ��?�� i i i j� RADIANT MANIFOLb � 3. REFER TO DIAGRAM C SHEET M4.1 FOR � � ❑ ! i --J� Z O N E #1• i I S N O W M E L T M A N I F O L D P I P I N G D I A G R A M. A � � 1 � - - - - -- G�OS�T Vi _ _ " --------- -- ' � + � i� il y�cl � � 113 - �� �������� ���� �"� �' ���"--1 I _____________ � 4. REFER TO DIAGRAM D SHEET M4.1 FOR GAS - - " �4„ i ❑ i � � � _ ' I ------------- PIPING DIAGRAM. O � il il �,-� ��--- � ��� � � i �i 5. REFER TO DIAGRAM F SHEET M4.1 FOR DX COIL � i � � � � � �4"RMS/RMR UP TO = -� 0 � i li � PIPING DIAGRAM. � � i� f MANIFOLD �$ & 9. 2/1 � i �NTR'�' �i � � r---------►--SMS--�---�4„------ III � I 2 i i � , i -�--SMR------�4 ------ . x I � r 1 ---- - I - - -�„ - -4-� RMR � i i i i � I i ��3 � 6. REFER TO DIAGRAM H SHEET M4.1 FOR FAN ------------------ x I I � - -�4 � - RMS � � � i �� i COIL UNIT INSTALLATION DIAGRAM. � �I � � � � „ II = _� RADIANT � i � i iPOWDER I � I � � � � 1Y4 RMS/RMR UP �I� ��. ZONE #2 � � _____________ 7. REFER TO DIAGRAM J SHEET M4.1 FOR RADIANT � � � i � ;� Im8 I � -_____ � _____________ INJECTION PUMP PIPING DIAGRAM. ° � � I � ��� b ( � � i � 8. REFER TO DIAGRAM K SHEET M4.1 FOR ZONE `� I I � � �I� �_ _ � � � i � HEATING COIL DIAGRAM. � � j ��� �� ,____------- i PAN7R1' � i � 9. REFER TO DIAGRAM L SHEET M4.1 FOR ISLAND ��� � � j � I RADIANT III -�' � II SI KW T� i 1�g � i � � VENT DIAGRAM. _ _ o � O � ZONE #4 � , �-'� i � � Y�"HW/HWC I � o � � � � � II� ii L i------ ------------ -----� � � DN. � � - � � � n i �v� I i � � `± � � ROUTE PIPES IN THIS j III �� ii i �� o � o �--- � � t >, ❑ AREA IN DECK JOIST. � o � � ( FAMILY ��I -- -'r�----� DRZ' � MUD Q -------------- -- ---- ---- L----i-� �?ooM I � I I � � I I �i �i i i KITCN�N i i i i ---- ---- i i m2 � � � i � I I � I i ROOM �i� i� I i I I� �L �� ii i i-- - 0 LA AD RY. �i � II L-- - J L----� II I � I I -II � -- - -- - � � I I � � III ------„------� �i i L --- ------;-i� L- � � v I �� i u � � � � � � SNOWMELT MANIFOLD j � � � ill � _____ °______-� I R�_ I 1 � I I � ZONE #1. � --------------- a RS � I- - -----�----�---------- � SMS 3'4" - --- -- --- ------------------- � I - -----�-----L----------_ � � � � SGR �'4" ' � � i � � 1Y+"SMS/SMR TO I r---- � � � � � � m MANIFOLD. _________________..1 L _ _ --- - _J � - - - - - - - - - - - - - - - - - - �, � E - 2 � 3" BOILER FLUE UP TO ROOF ,% �, �"HW DN. TO WASHER i i � TERMINAl10iV. MAINTAIN MIN i i � x \ �� �� UND R SUBF 0 RCTO I I I _ i i RADIANT MANIFOLD K I T C H E N S I N K. RL/RS UP TO F C_1• 10 CLEARANCE TO PROPERTY i i � LINE. �3" �M�GNANIGAL i ZONE #2 & 4. p �� � oi � � _ _ _ _ _ _ _ _ _ � � i � 1Y4SMS/SMR TO FC-1 � � � i AND ZONE #3 ABOVE. ,.;� i 1Y4"G TO RANGE. "J"05.12.08:TECH REVIEW � CONNECT 2"W FROM FLOOR i z PROVIDE ACCESSIBLE "K"05.14.08:95%CD °o TO NEAREST W RISER i � � SHUT-OFF. i i � 3" OR GREATER. i � CONDENSATE PUMP MAY BE �---- j - - - - - - -R€�UIRE^�-!:�:�. FL98R-0F�AIN.- - - - - - - - - - - - - - - - - - - - - - - - - I o � 11�i"G TO BOILER � � � � Q v BOILER � REFER TO W DIAGRAM . SHEET �hpptlritle; v M4.1. i 2°G DN. SIDE OF BUILDING i i i m TO GAS SOURCE AND NEW Third Floor � �TO DIA RAM �, SH ETER I jM4.1 FOR GAS SERVICE o � DIAGRAM. � � � � � Piping _ � � � � � � � � Plan ° � � � a I I I I I � ~ THIRD FLOOR PIPING PLAN � � o i i i �� _ ,_ �� i i � I SCALE 1/4 1 0 I � Pt�ojeCt I�o: m 0 � ° 8560.00 - � B EAUDIN ., i Cj ANZE � 3beetNo: � = v Consulting Engineers, Inc � Vail (970) 949-6108 COPYRIGHT 2008 O Lake Tahoe 530 550-7334 ��� � ' m� ( ) Pro�ect No 8560 00 Denver (303) 278-3820 r,zo��vn Inc Archnects dt Planncrs / Fort Collins (970) 221-5691 � www bece com / J / � \ l I j . t RADIANT MANIFOLD SCHEDULE SNOWMELT MANIFOLD SCHEDULE � ��i�%, - % � �� � / � � AREA ESTIMATED # LOOP PRESSURE FLOOR AREA ESTIMATED # LOOP PRESSURE � � ZONE DESCRIPTION (SQ. FT.) GPM OF LOOPS LOSS (PSI) COVERING REMARKS ZONE DESCRIPTION (SQ. FT.) GPM OF LOOPS LOSS (PSI) REMARKS j� � ����„�iij� � � �� � � � � ///���� - - �/ � � 8 BEDROOM 4 340 1 2 2.8 CARPET/TILE 2 LOFT NORTH DECK 150 1.5 1 9 �%�� ��//. 9 BEDROOM 5 230 .75 2 1.5 CARPET/T1LE 3 LOFT SOUTH DECK 120 1.5 1 5 �� ' �^• � V CALCULA NS BASED ON 5/8" DIA. PEX TUBING � 10" O.C.. ���� A 8 G 10 UPSTAIRS OFFICE 280 .75 2 1.5 WOOD 30F�TE F� ATURE DIFFERENTIAL, AVERAGE TEMP (�F 95'F, 50� GLYCOL R SOLU110N �at OIDoe Bas 1734 11 BEDROOM #3 310 1 2 2.8 CARPET/TILE Va� 00 i16di.17l4 (970�949.7034 CALCULATIONS BASED ON 1/2" DIA. PEX TUBING � 10" O.C., ����� i i i 20'F TEMPERATURE DIFFERENTIAL. AVERAGE TEMP OF 120'F, i i ��v������0°°� 30� GLYCOL/WATER SOLUTION, 3/4" MANIFOLD CONNECTION, U.N.O. ����� Ar�aq,00 i16m0 � i i i i i I I I I I Crvd EnQmeer I � I � � Landscape Archrtecture VAg,Inc. (970)949.7034 Structural EngmeennQ I I I I � Monroe-Newel Engineers (303)623.4927 Mechamcal/Electncal En¢meermQ i I i � � Beadin Ganze Engineers (970)949.6108 � Matenals Sc�entist I I I I I � � I I � � unnnnvrnn ' � � � �,.� �p0 R EG '''�%,, 4 � �� i � � � i i � �.�` ..•• Ko e l�;.,' �� � � � ;�, ��, �• y,. � i i i .:o. :c�� � � � � �C�• �•pa � � I I I ' ' • = � I I I = • � = � I - - - - - -- - - - - �- - - - - - - �� - -� - - - - - - - � - - � - - I- - - -I � - - - - � - - - - - - � ��Oi e C...`� � � I I I �'p i ��/� � I � % �• � ` � •��L� \� I I I i� �� e � � I i� �t` .� ��. \\�� - - - - - �- - - - - -- -----_--\� i � i � i i i i - - - - ' - - - - - - ,n ,,,����ssjo,y1A`"��v��. r--- -1 � r ----------------- � ---------- � � � � � -----� ------� � i --- --- -------� � I � o I I RADIANT MANIFOLD 1"G TO FIREPLACE. i I � --- � ZONE #10 & 11. � � i �� � � � i CLOS�T I UPSTAfRS � � � � i PAT�ROOM 2,�. � � 0 2��� FLAG NOTES: � � O 1 H W/H W C/C W/W/V P I P I N G T O (N) F I X T U R E � I � i O � � � LOCAl10NS DESIGN BUILD BY CONTRACTOR. � � i O VERIFY LOCATION OF (E) PIPES. CONNECT (N) � i - __ � i FlXTURES TO NEAREST PIPING LOCATION OF . i . i i i � � i EQUAL.OR LARGER SIZE BUT NO SMALLER � i � � � THAN S FOR HW/CW. REFER TO FIXTURE � i ' O j a CONNECTION SCHEDULE FOR MIN. PIPE SIZES. � � RADIANT COORDINATE ROUTING WITH DUCTWORK. ���,,"� i � i i I ' ZONE #10 J� � I ' � �� � i � � o� , i , i I 2�� � ` --- � � � iSNO ELT � � ( ZONE #2 i I � � � � i � I RADIANT � / � � � OP�N TO ` I i I � ZONE #11 � � B�LOUJ � , � - - - - - - - - ' - - - - - - ( ' � � �- - - � - - - - - - - - - - - ' - - - - � '°� - i - I ' � - - � - - � - - `� � � � I � I � 1 OP�N � i � I # � TO �„ o� � � � i � i i ' ��DROOM 3 � g��OW � � 211 � j ' j � 1 � � � � � ' � � � i � � .^� � � ' i � j I i ' � G� I_ � i � � � - - - - - - - - - - � - i i - - \ - - - - - - - - --- ---- ''"-.- - - - - - - 3 � �� � � � i I ------------------- ------------------------- -��'� � i ' -'" � � i i SN01MvIELT MANIFOLD � � `�� �--------- i `'-------------- ----- - � . ----------- ��'�� � ---------- , � I i ZONE #2. �'4"SMS/SMR � I / �- � � I � � TO MANIFOLD. � / � ------------------------ _j ��', i � i ``''-._, �� ' � �-- � � ���_ � � � ---- ----------------- � � � � , � � CLOSET c�os�T � ; � � ---------�-�-- 2 D4 2�3 � i h I ---_ _ - - ______________ � � � I I ✓ , I ��4"SMS/SMR TO FC-2. � � i NOTES. � � , , I � � i RADIANT , � i ^ , , I i 1Y+"HW DN., 1Lz"HW/ i i ZONE #9 � i i 1. REFER TO DIAGRAM B SHEET M4.1 FOR RADIANT r� I �4"HWC DN. I i i I i PIPING DIAGRAM. � M� �4NICAL I � � I � ( 7TIC � i i � i 2� SNOWMEL�T MANRFOMD PSPINGT AGRAMR c�F�S - � NALL i i CLOS�T B�DROOM � I I �-�-� s �--� � 2i�-- ' - - ' -- zr�� 2�2 � � � ' � ___ 3. REFER TO DIAGRAM D SHEET M4.1 FOR GAS � x C R J I � �- � ZONE� 3LT PIPING DIAGRAM. x --- � # � i � � � � ------- ------------------------ i � 4. REFER TO DIAGRAM E SHEET M4.1 FOR � � RL/RS TO FC-2• � � � RADIANT MANIFOLD i DOMESTIC WATER HEATER PIPING DIAGRAM. J � i RADIANT FLOOR INJECTION � ZONE #8 & 9. � i � 5. REFER TO DIAGRAM F SHEET M4.1 FOR DX COIL ° � PUMP STATION, REFER TO � � i � PIPING DIAGRAM. � � I DIAGRAM �, SHEET M4.1. i � i � WH-1. REFER TO � � RADIANT j i 6. REFER TO DIAGRAM G SHEET M4.1 FOR PIPE ��vldo�; I i DIAGRAM �, SHEET -- �--- i i i � I ZONE #8 � � THRU ROOF DIAGRAM. M4.1. CLOS�7 � B�DROOM �� � i � - 7. REFER TO DIAGRAM H SHEET M4.1 FOR FAN o I » 2�8 2m� I � COIL UNIT INSTALLATION DIAGRAM. Q CONNECT 2 W FR OOR � i i DRAIN TO NEAREST W RISER � � I „ i i � 8. REFER TO DIAGRAM J SHEET M4.1 FOR RAOIANT Q 3 OR GREATER. i INJECTION PUMP PIPING DIAGRAM. ^ r � I � __ � I � !� � I i i n 9. REFER TO DIAGRAM K SHEET M4.1 FOR ZONE I i _ HEATING COIL DIAGRAM. � r �, I � OP�N TO i - � I i B�LOW SNARED - - ---------- � -------- ----- -- - -- � I C � -° I o ATHROOM �1 SNAR�D �c RL SNOWMELT ANIFOLd � SNOWER c RS i 2�� 2fD�o �c SMS ZONE #2. i i � S R �+ MR TO m �_ � MANIFOLD. � --- -- --- ----- - - --- - -------------- � � - - - - - - - - � � - - - ` \\ � _ - - s A - - - - - - - - Z � I II ' I '� �' \;x;� �L/RS TO - ' _ I I I I '�/ \�� 1Y4" SMS/S R DN. �, � � � � � I I I ' I ' [ ] �� ° � I I I I "J"05.12.08: TECH REVIEW � � � � � "K"05.14.08:95%CD o i ii ' i ' u u � L - - - - - - - - - -1 �- - - - - - - - - - - - - - - - - - - - - � � - - - - - - - -�- g--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � o � Q � w s��: � � � � , � � � Loft U / I I I I I � Piping � a � - � � � � � � an . � � � � � � � � � � L LOFT HVAC PLAN � � ° � � � SCALE 1/4"= 1'-0" � � F- � � � PraJoct xo: m 0 - 0 8560.00 - � � B EAUDIN ` � Cj ANZE � s�No: � , v a� . o � Consu ting Engineers, Inc Vail (970) 949-6108 � � Lake Tahoe (530) 550-7334 Pro�ect No 8560 00 � � � COPYRIGHT 2008 Q' Denver (303) 278-3820 Fort Collins (970) 221-5691 fi+2U07 VA Inc Archnects�P4imers � www bece com � FILTER—DRYER � � S ' � � TO FLOOR ECT Q � ��/////,� ., + GILASS � � % DRAIN, TYP. � 1YZ°GAS SUPPLY. � � � TO SNOWMELT MANIFOLDS. � �� � � � �a�aD/�j _ � � /� EXPANSION � / j VALVE / � � � � � / � / �� � /� � //O� � �//O/// WALL—HUNG 801LER. REFER i�� /% TO MANUFACTURER FOR MOUNIING INFORMATION. oX VAg, Inc. COOLING —— I �2 �l+C�li1�3 �P�8�8 COIL """ T I � � � SPIROTHERMO SPIROVENT AIR ����i� ♦ r. � , ELIMINATOR, OR EQUIV. Va� OO ii66i.1734 ' (97�949.7034 E UALIZER LINE SOLENOID SMR �HOSE END VALVE TO GLYCOL � ��'�.�� � Q VALVE FEEDER GF-1 �v � THERMAL BULB. LOCATE 45' SMS lOHes�mut�o�d3dls�02 ABOVE 80TfOM OF PIPE AS A�og,00 il� CLOSE AS POSSIBLE TO COIL TACO CBX-15 EXPANSION OUTLET. TANK, OR EQUIV. INSULATE - - DX COIL PIPING DIAGRAM BOILER PIPING DIAGRAM CrvdEnQmeer NO SCALE O NO SCALE O _ Landscape Arch�tecture VAg,Inc. (970)949.7034 Structural EnQmeennQ ROOF JACK W/ 6" MANUAL AIR VENT. FIANGE BY M.C., SET IN Monroe-Newel Engineers PLASTIC CEMENT BY G.C. MANIFOLD BOX WITH ACCESS (303)623 4927 REFER TO ARCH FOR ���� ' DOOR MOUNTED IN WALL. n�echao�cavE�ectnca�EnQmeen�Q FlNISH MATERIAL. € Beadin Canze Engineers z s � � � MANUFACTURER'S MANIFOLD (970)949.6108 ROOF � N PIPE BY M.C. � Matenals Sc�ent�st � STORM COLLAR BY M.C., ASSY. WITH VALVES. _ CIAMP IN PLACE & CAULK —� �— — _ WEATHERTIGHT. REFER TO LOOP BAIANCE/ISOLATION VALVE ARCH FOR FINISH � MATERIAL. � � FINISHED ROOF ZONE CONTROL VALVE ```���t�t ��1�'��,,��� FELTS BY G.C. � • ��.�`�� .R EG/�:''�, � MANlFOLD BALANCE VALVE :�pQ; �. KoF ' : ''. � . � .�F:: F SOLDERED LAP SEAM �""c.�-a c� �"" A., �.�""" —UNISTRUT SUPPORT �V a ,�: : SERPRETINE TUBING. :..o; 5 1 ;�= PIPE SLEEVE & QUANTITY AS REQUIRED. 9��.• � 4��U�e��` C��: CAULKING BY M.C. � � SUPPORTE AT UNISTRUT ''�•,,,�ssj�'�'A``E�����•��\ V 2 LAYERS OF FELT NOTE: � BY G.C. COOR'D ROOF PENETRATION � � WITH ROOFING CONTRACTOR. NOTE: ti TO PIPING MAINS PROVIDE MANUFACTURER'S MANIFOLDS WITH VALVES PIPE THRU ROOF DIAGRAM RADIANT MANIFOLD PIPING DIAGRAM � NO SCALE O NO SCALE O � � FILTER W/ � ROUND HANGER ACCESS PANEL. ROD (TYP) WITH . . EXCEPTION OF FAN MIXING BOX W/ COILS LOCATED IN ATTIC. ACOUSTICAL LINING. . MANIFOLD BOX WITH ACCESS DOOR � ,... .. __._..._ ..._.................._.... ._____f MOUNTED ON WALL OR LANDSCAPE � ; BOX AS REQUIRED. VIBRATION ISOLATOR. MOTORIZED DAMPER � � FC-1 ON LY. ` MANUFACTURER'S MANIFOLD ASSY. DOUBLE LOCKNUT. € WITH VALUES � �� II ----� — f c , I I I � �_ - LOOP BALANCE/ISOIATION VALVE � 1� i O.A. i.`� s � FAN COIL UNIT � � '�� ' f � �A i�! � � � FC-1 ONLY � � � �Illi � � � I R.A D U C T. " ��� I I —_ � .. __ w_.. __ ___.. . _. __ � � ! ZONE BALANCE VALVE � � �— � CEILING NOTES: SERPETINE TUBING. � �Q . Q RETURN AIR PLENUM CONDENSATE DRAIN. PIPE INDIRECT QUANTIN AS REQUIRED. 0� I� O FULL SIZE OF TO APPROVED RECEPTOR UNIT CONNECTION. (PROVIDE MIN. 2" DEEP TRAP). � � � � � N � � SHEEf METAL DRAIN PAN. � � � � NOTE• � � 3/4" SECONDARY DRAIN TO APPROVED TO PIPING PROVIDE MANUFACTURER'S � RECEPTOR. PIPE INDIRECT TO MAINS MANIFOLDS WITH VALVES CONSPICUOUS LOCATION OR PROVIDE � SENSOR TO DEACTIVATE FAN TYP. SNOWMELT MANIFOLD PIPING DIAGRAM � FAN COIL UNIT If�STALLATION O NOSCALE O � � NO SCALE CONNECT TO BASE FIREPLACE � ` COIL. BUILDING HWS �4" MIN. 80 MBH � � � y � , � AIR VENT. ' e r TO RADIANT � � MANIFOLDS. SEE � � PRESS.—TEMP TAP I I " " " ' TYPICAL � PLANS & DIAGRAM(� 2 T1l�i � _ � � THIS SHEEf, FOR � � � � } L_CONTINUATION. J � � -�---�-- _ � � � � I � � " x CONTROL VALVE. 1 � � 1 BOILERS OUTDOOR KITCHEN � �I 520 MBH 250 MBH GRILLE RANGE U J CONNECT 40 MBH 150 MB THREE—WAY� � TO (E) GAS c°o VALVE OL A SERVICE. M �p�/IDE ACCESSABLE OR KEYED SHUT OFF VALVE � ��H� � ( TACO VRTX725 AIR 9 M 2nd FL CONDO AT EACH GAS APPLIANCE. �pd; � SEP., OR EQUIV. M RESTARAUNT Q _ �� 2. GAS LOADS ARE ESIIMATES OR BASED ON � _— � "� � M COMMON/HOUSE PRELIMINARY INFORMATION. CONTRACTOR TO VERIFY � EXACT GAS LOADS AND INFORM ENGINEER OF ANY Q o SHEEf MEfAL DRAIN PAN. LOADS HIGHER THAN ESTIMATED PRIOR TO Q INSTALLATION. � �H� 3/4° SECONDARY DRAIN TO Q � APPROVED RECEPTOR. PIPE 3. IF GAS U1ILITY WILL NOT ALLOW NEW METER AND � � NOTE: INDIRECT TO FLOOR DRA1N. EXISTING CONDO WIETER HAS SUFFlCIENT CAPACITY, Q � PIPE COIL FOR COUNTERFLOW. CONTRACTOR OPTION TO 11E INTO EXISTING CONDO c SHEET METAL DRAIN PAN. METER I—LO PROVIDING NEW METER. Q �' ZONE HEATING RADIANT INJECTION � v PUMP PIPING DIAGRAM GAS PIPING ONE-LINE DIAGRAM -� COIL ASS'Y DIAGRAM � � NO SCALE O NO SCALE O D a m � VENT LINE REQUIREMENTS _ _ ___� � NEAREST 1. EXTEND VENT AS HIGH AS POSSIBLE __ „ PARTITION�� BUT NOT LESS THAN THE DRAINBOARD BASE BUILDING HOT WALL CLEANOUT HEIGHT & THEN RETURNING IT DOWNWARD WATER SUPPLY. r�� _ � & CONNECTING IT TO THE HORIZONTAL HOT WATER ___ SINK DRAIN IMMEDIATELY DOWNSTREAM TO FIXTURES 1 S � a 1� DRAINBOARD FROM THE VERTICAL FIXTURE DRAIN. I HOT WATER CIRC. "J"05.12.08: TECH REVIEW � FROM FIXTURES. "K"05.14.08:95%CD o > 2 OETHE HOR ZONTAL DRAINL THRU ANNECTED DIAPHRAGM TYPE EXPANSION 0 1��" Y—BRANCH FITTING & SHALL, IN ADDITION, � TANK. EXTROL ST-12 � BE PROVIDED WITH A FOOT VENT TAKEN o � �n I OFF THE VERTICAL FIXTURE VENT BY PIPE RELIEF VALVE % FLOOR ��~ MEANS OF A Y—BRANCH IMMEDIATELY INDIRECT TO FLOOR BELOW THE FLOOR & EXTENDING TO THE DRAIN OR OTHER I v _� � 2" NEAREST PAR11110N & THEN THRU THE ROOF DOMESTIC HW SLOPE OR CONNECTED TO OTHER VENTS, IN AN APPROVED LOCATION. � RPE IRC. PUMP S]��; � 2n W �_ � APPROVED MANNER. c� SLOPE C.O. 3. DRAINAGE FITTINGS SHALL BE USED ON � � FLOORA& A MINTMSL PE OF�LOW/THEBACK ELECTRIC WATER HEATER Mechanical jBUILDING�SEWER. TO THE DRAIN SHALL BE MAINTAINED. a 4. 7HE RETURN DRAIN UNDER THE DRAINBOARD Diagraans � SHALL BE A ONE PIECE FIT11NG OR AN DRAIN PAN, DRAIN PIPE � � ASSEMBLY OF A 45'. A 90', & TO EXTEND TO - L IN THE ORDER NAMED. APPROVED LOCATION. = °0 5. THE ISLAND SINK DRAIN, UPSTREAM � OF THE RETURNED VENT, SHALL SERVE � -D NO OTHER FIXTURES. � � f--- � � o ISLAND VENT DIAGRAM DOMESTIC WATER HEATER DIA �— NO SCALE O NO SCALE (ELECTRIC) O �J�No: a� m � 8560.00 � B EAUDIN `� - � 3�eatNo: • ,\ , � �j ANZE � ` � � Consulting Engineers, inc ` a O Va�l (970) 949-6108 COPYRIGHT 2008 t � Lake Tahoe (530) 550-7334 Pro�ect No 8560 00 � � � Denver (303) 278-3820 � Zoo�vne��,c n�ch�teas�Pia„�,��s '1 ' �p Fort Collins (970) 221-5691 � / www bece com i � � � i I ' j , , � , , . r �,v. _ � ti.„, ,w. ,-� s- � _ � � f. 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