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A3.1� M,411� LEYEL �LOt'�R PLA�I . r , , � _ , ; NOtED N�REIN. � 12�P�0 8. FRONT�CxE RD i - . - . Q , ��. r �,T< . s . � � � � " " _ - 12m'i Cx�NEvE . . , , � _ CEXIStINCx ,4ND NEU1� � . . , - ' ' � � � ` ' � � ' ` � 'SU�SSE � SUITE 3f�m P.O. �OX 1597 , tuORK NO�' IN tNlS CONtF2ACt IN.I.G.h GOORDINAtE WItN 1'HE OWN�R �t�i�- _ . _ � 4 � GOLOR�4D0 81(oZ(d � �3.2 Ui�PE1? LE1/�L FLOOR PLAN , ,4ND ALL 17EM8 01� WORI� NOt JN Tl�E�CONtRAGT, WORK TO BE PER�ORME y j ? '" ; �' J- • - � 7EL5.: �11-41-22-186-�1260 VAIL, CO�.ORADO 8165'1 �4YON, � (EXISTINCx AND NEUJ) BY OtNERB OR Bl' OWNER ,4I�ID"iT'EM8 IUHIGH WI�L BE FURNfBHED OR , j " � ' 4 �. ` � � ° � � � - FAX: 011-41-22-'122-1841 t�L (9�0) 4�6-�4433 tEL C9�(d) 9�9•'1'i�8` ' . � ' �- �IN87Al.l,ED SEPaR4'fE FROM 'CHE CONTRACT. , ` _ ` � a , ' . i - ` � ; ' - � � - - �AX C9�1�)4�6-�6ID8 FAX C9Z0) 949-4m5� , A�.fT> RODF PL�4N l EX(StINCz ,4ND NEUJ� , , - , - - _ ,ARCHITECTURE, � - . � � � � � � . CONTAGt: KURT SECxERSEf?�S CONTA�t: NANN�S SPAEN � y ��e8,�'F.,S�IT°�,�EE��t� PER�oR�t ,4t��. WoRK To`coNPORh1 u1ITW ALI. , � - , � ` A�.1 R O O F D�T A I L S � P L°A N N IN G, I N T E R I O R S ' ° -� �•. ` ` , � I.ESLIE D�4vfS � � � - - �45.(d N�U� SOI.�TN EL�YATION - APPLICABLE�CODE6, ORDINANGEB, C0I/ENANtB AND I.00,A� � ; - . , INTEI�REtAtf ON8 TNERETO. GONTRAGTOR SNALL OgTA(N AND PAY FOR � . ' 4 ,� �� y � � � - � , ,45.1 NEUJ UJEST �LEVA7f ON ALL NEGEg5AR1' FEEB, PERMfTS AND T�4XE8.' � , Main OffiCe:�Vail, 40 �- _ ' . 4 . - 1000 S�rontage Rd W, #3� , , .' � � � ' ' � ` ' � A(o.�D BUILDINCx SECTIONS G2uAL1t1' ASSIIR NCE: U8E AN ADEG2UATE NUM�ER OF .°�KI�.LED WORK1'1AN vail, CO 81657� � r '� ° , " °- --° <- , , ' . Tel: 970.476 4433 ° - • � � � -� , t _ r - A7.0 U1ALL SECTION AND DEGK UET,41�S WHO ARE THOROI.I�HLl" tR41NED AND ExPERIENGED IN tNE NECESSAR'r - 4 F�: �7aa�6abos ` J _� � - , , , CRAFTB AND WHO ARE GOMPLEtELY �AMILIAR WItN THE SPECI�IED � _ , _ , `' ` ` � �' . " � � � � � � AS.O DOOR � UJINDOUI SC�lEDULES � DET,4ILS REQUIREMErItfi AND tNE M�7HOD8 NEEDED FOR PROPER PERFORM,4rlGE' t � � -` � ' � ' � oF tHE u1oRK + � Den r Office . " - ` � ' � � ' �� � - � A9.m LOUJER LEYEL REFLECtED GEILINCz PL�N - _ , � � � _ _ � � � ,+ � �, _ , , f , ' i z treet, Suite C2' , ; - -' � - � _ , s ° � SC�EMA'TIG E�ECTRICAL PLr4N MANUFACtURE�'3 BPEGIF(CAtIONS aND INDUBtRr STANDARD: PRODUCT De ' _ ;� y���' " r" �9.� M�IN LEvEL REFLEGtED CEILINCx PLA�1 N�DLING AND PROTECtION AND 1NST,4LLATI01+1 D� ALL M,4TERIAL3, V Tel: 3 .6 , -, � �, - '-� +, : � � � � � ' ` . - , MANIlFAC1'URED I?EMS AND EG2UIPMENt TO BE IN STRIC7'AGG�RDANCE WITH ' _ Fax: 3 .623 2262 ` � . � SC+�EMAtIC �L�CtR(CAL P��1�1 MANUFACtURER'8 OR iNDUSTRY ACs�NGY'8 LAtEBt REGOMMENDATIONB AND " '; � � ' -_ ,� ' . �, � 1�92 UPPER LE1/EL REFLECTED CEILfNCs PL.AN SPECIFICATIONS. � , - � mfo �chs. _, � � � � � - � � SCI�EMATIG ELEGTRICAL PLAN - w •s�n�.CO � � � ` ' S(TE RE�,JEW: PRIDR 70 SUBMIT7AL t0 SIO, GONTRAGtOR SN,4LL VISit THE . ` ' . ° , ° - ` � 9 ' . gt��t��� 31TE, �4ND TOCsETHER UJI'tN.THE Ot1�lER, tNOROUCsHLY IN1/E8t1CsA?E EXISTl1�tC�e ^ _ � _ A � - � - . - CONDITIONS, SPEC(AL` REQUIREMFNTS ,4ND PROCEDURES 70 BE POLLOWED. � �� -°� : ,.� y�� l . � ° �� � - 53.� 3rd L- EvEL �RAS"�INC� PLAN �IELD vERIFY LIMITS oF CONBTRI,tctION. � _ � ; � _ � ^ � ,_ , { . Y � , � , - � � � � . , , . . S �th LEYEL FRAMINCz PLA�t ENyIRONMENt AND PROPERTY: PERFORM 1�1.L IUORK THRQIaGNOUT THE � � -� . ` � � ` ' 5th LEYEL FRAMfNCs PLAN _ � � �, � , � � , . �� ����O � , PROJECT NEGE85ARY 70 LIMIT,POLLU710N ,4hlD 70 PROTECT THE EXISTINCx � � a,,� _, _ , � u �, � � OO� F ,4M(NCx �4N SURROUNDINCx ENYIRONMENt. PROTEGT ,4LL EXIStII�Cs 3URFAGEB AND ., � R R PL . � � �� � � ' � � � y FLOOR FR,4MfNC� DE7,41L8 ELEMENtB NOT DESIGN,4tEh �OR REMOVAL. PROVIDE NEGE88ARY , ' , , :. _ - � ' -` ,� , , � # •2 RO �RAMINCz DETr41L8 7EMPOR�4RY COVERING, SAFETI' GUARDS AND BARRIER3 A5 REC�UIREt�. ' � ; r . ' . � � � � �� � � �� � � � � CONTROL SITE ,4GGE5S. tsEl""tOYE DEBRIS AND WA87E MATERIAL A8 TNE � � � , ° r, , � s _ WORK PROCsRE88E8:MAINTAIN tNE PREMISEB IN A NEAT, 5,4�E-AND CLEAN fi . � � �� , .r '__ •� ' , , . - - . , � CONDITION. � � , . ' - - � - � - ," . - � -` �' ����� - �� �� � � �� O � O EXISTINCs UTILItiEB AND CONDITIONS: LOCA7E r4ND PROTECT ALL EX1871NCs , _ ,,_' ,. _ , , L- �. � � , UtILIt1ES PRIOR TO BEGsINNIAtCs WORIC MQiNTAIN EXI371NG StRUGTURE 1N A ' ` � ��` � . ` • _ , - - . ' � • . � SA�E WEAtNER-71GHt•GONDITION. � , � - � _ �!`� � . . �"rw J r ��,T . , , . t � ^ � � ' , - - �IELD EN,S�INEER(NCs: PRIOR�TO CONSTRUGtfON,�FIELD VERIPY ALL ' _ � -J, - `". � � � ` " � DIM N810N8 AND ELEV�4tION8, EBTABLIBH AND MAINtAIN BENCHMA� � �" _ O' � , - �� � , . . E ,.�. � ' r._� `°; .� :. � � , , �� - _ - " AND 4TN�R M�4RKER5-TO SEt LINES AND LEVELS�FOR 7'NE�WORIG�NEEDED � � �.�'i , " _}- .. . ° � ' � - ' ' 1'O PROPERLY LOGATE Al..L�ELEMENTS OP TH� PROJECt. CALCULAtE AND -� (''� - y " . , . ' , _ . MEABURE REQUIREG T�IMENSIONS. - _ ' � _' . �" ' � � ""' '°��.. _ . � � f: , - , . - , , , _ . R � , f �� .� - _ - abbreviations _ � � � , � . � C,� , � , .� �� , � ' � r� - , ` . - - , - - � PROYIDE ALL TEMPORARY BRACtNCs, B�ORINCs,GLlYING,OR 4tNER MEAN3 ,f � � � , _ . � ., '� , . � , � . . � �, � _ . . ' y ,a,av ,�� ��. �p.�a�� ane aa�+rtR �ae �ae�care e�.a, ar.aee e�eac t.,e,v �avAro�- Kr.a ro �mr. �wrin enae e�•E,aKeR � �u�y�i��� TO �4VOID'EXCESS(VE 81'RE53E8 AND TO �-{OL.I7 StRl1GTURAL EL.EM�NT� IN , a , �',,�►' , V art. amovs rMiaaeo KooR ao.e� eorra�+af s�a.ae aorror► e* aa��ocra� - fa;, r�ce e�ac rx,u-�,ert a.ue-�a�a�r� u+. �a�r aa�o xo. a.r. auae�,r Tu.� erEC e�c��canoH�e� w�c, w,ro�r►r�arica.co�e PLACE Dl1RINCs CON5tRUCtION. ES'�ABL C8N AND 1�ERlF�'. ALL INvER'f6 ��R � � � . , k .- � ° ` _ al.. aeae�oae Fa. �°a�e a� na. aRaa aat t.u�. t.efr�an��� eP.rr e�r�roaat ur�c. u�uro��.uMan,a ooea MECNANICA�, ELECtRIC,4L, YEt�tTB, ACGESS AND PLUMBING WITH ' �- , ' �= DEb D� �A� �d�Gt OP CGNGIe�fE c1R dRADE.QRADMb L Ll�IO7Fi 8Q �JAIlR LLON. WLC66 0T1�IaItA66 NOTLD �..� ;� � ,"` �r;. a c c �c u e s� e�.ru e°�iie�i�+�+al.airr� eer+ eer�ouaN,aer�ot.mc� �ar. +�a�ar�iaN ar�e.c, aiaae�eeie RerNro� uu �.ia+nuata�r oes oeseu�e �r � t�a e e r,R c a a r e eF. ec�ue�t roor cr��rs u� uaKOt. - APPROPRfA7E,'TRADEB, DRAWINCs3 AND �LtBCONtRAGTOR3.= , ' s ., � . � • ''_ y », � ., � A!! �1CCC6A P�4NR�l. ORZ -D!lOPIZE ' DI"rt' D�"IOW7ADLE PA!'I. fAC!OP MA60►�1' � WJG LI641TU�KiNT COhlCIlETE ae. or�cm�rteie re� 6ts 6TAd�D 8T1JDS � , ,- _ - , , ' , ' . - �. �, . ° � AC AGOlJ6TIGAL DL� OIJILDRdCs D DErTN,DElP �D.6. race of enme bVL tlRAV�l. LMST_ LM�ATOh�? - Ob O!'O�IN� 1!R 1tA1LIROAD TIR[7lMD� sA. erae�aaee etne� - � � � � ,J �. , ` , ' . ` - ac.r. acaeT�ca,.rn.e y . au�e. eun.r ur+eoorwa v.�. ee�rr�etiew eoaRC fab rae�er►.�ae�eR � a�oi� a.r. L�AL RET o.�er. or�-uea ambt iauc �.aauw�e c.ara�crae e�a eTa+oaea va. varae eaeere�e 7EMPORARY ���(L1tIE8= THE OU�IER Wl�.L �lRNISH tEMPORARY POWER ~ , _ � � . F V � `��Ab11C DT{. PETAIL �ND. FEh1M11�NArKN DISI�ENSER 6T Gr1�0UT LNTI. LMTA prP pP}�pStTlS aUG 8TA 6TATION VAR ' VAIiItIbF7 ' ' , - fli,m ai��u. �we. �rra�cra�ceprAa.e aa aie�ae u.. �.n�e�oAO orx o�r�w+ru � �� at� e�eL vr�ae v�eR 'AND UJATER FOR CONStRUGtfOPI PiJRPOSE3. GONJTRACtOR,��U•3t EXAMINE - !� � cian aiar�eR � � an• �Yreir�t LvR �ouvtR on ouro�aiar+aTeR ,.. �, ����, 6T erara vrx v�rrt n+�o�x��oar • EX187'1NG ELEGtRIC�4L-GOND(t10N3 ,4ND.IIERIFY TNAT NI3 UgE O� POIUER J � - ^�`,n�, �� aD41 EIE8IVE , CA� C.4DMET DIM DR'IEN610N I4SL FIE!l�LAE6 `� DP.AL�I OUTeID�F.4CS STUD LLt4L.L IM�L R�LEGT[ED),tivQ),fOlt) 6TOR STORAbE (V) V£R�Y , ' - � � ' . � - , , . � � ,�,� ,ap,�,� � �,,�,�� au eiaauu,eu�R �.v �����' � ��,� oao our To arr �, �r� , aD. arc�n aRaw v.�x vt�err a��nEw , � � WILL IN ND WAY DAMAGE 7HE EXIB'tINC� SYSTEM. A tOILEt WILL BE `� �°M ry aerr ,ea,�ueraat.E > e�wr c.a,m�ev�R aro a�erosa. fn�+ Rw�nc�� � � r� na�a�e oa ove�u.t. , . � ��s� , ene enarcnuea. veisr v�ric,a. , - � _ . � ` - - ,ea,o,' ,eac.�aTe "' , crr caerer�ea� eiv aiHeioN �r. �n�ia►aee p.oae � �� rrie narracru�e�e� , o�+ ovt+aaa�aa,,ove�aean � ua� Ren�ro�ca�v�tarw �° �D v.er. v�cica.e�.►P don�r DESIC�N1,4tED BY 1'NE OU�IER FOF'� T'N� U5E OF t1JO�ICMEN. - � � ` - - , � I�. I1AC AN!CONDITIONlh4b . G6MT GAOEMI�IT DR DOC�R rA FIRR ALAli'1 � �� M!� MAI�t.! . 1tCr lIEII�OIlC�D COI�TL'!N!'L' 61'M El'MME1R1'lIC+4L) VE6T YE6TIdL! � - � - , , � � , ' ~ '� � - � ' ALM AI.MM G.U! GAAT•0.1•}o{„d,� DDL OOUDLB �'DIIK N1la DItlpC M.T. MAIlBI.E 1'IL8 S1'N 61'NTI�71G VM VIML ' , - � n�T � al.�w,a� � a caet n�oH ea aoua.�acrn�r, a�. �ms�xxrn�wa�e � �R r�w na�ower rn� rakr�� ' ` � ��� eYe eYer�ra � v�.a. v�rm e.aeE � 3 TFh1POR.4R`t'�,yCLDeUREBt pROY(DE TEMPORAR`t' DUSt AND DEBRIS _ , , , , "� ' n� r w -'°�,-- ��. ,a� a..uho�r+ - ca. cata+eAen� ex eaAe�e w,n �� Fna��xra�us�c,Ar,n�t Hro �►Twr, t r+.o. nAeor�qsr o�exn� p+e ra�e . Rea�L Resu.�r vc,r. vwtt.cor+roemar�t T�e ENGL08URES t0 5EAL tl•iE WORK AREA FRONf TNE REMAINDER OF 7F�E , - , �+- . . � �� - - , , y a,c�. ar�caN cor�te ' �c�e ���a� ara eovera�aac,�+ae r�+�c �iRS►+oaE caen�r H.VSIC. 1�,4TRIb/VL'NTILATMb t AIR �"�n ru►�a.�u - _ �eer �ennea ^ _ vP vnrn.R,ae�eic . ,.K , � , - a►r eaw t�. Fi+�.ace rrax ruuce� �- P� �, ��,�R v.r vn�n,rn.e EXIStINCs P�4Cl�ItY. PROYIDE;TEMPORARY ENCL03URE8 OF PLYWOOD AND ' , , ' +°` � co+�morra�a ��. �a�uc e.de . � nmo rAC�caoam v�u.c. v�rm Tnuu.c.ovtRnrrt .� I =M� , � � aA a�auw a�ermira a� u.a cen.wc+ ae eawerour r.vz. fi+ee va.vt cann�r �. �avr curr r� r�cE+a�uc.a�. r�a. raa�e ta�.e�+e Rev wav��ee.ReHaioN _ _ . , " � ��� � �r D1°'� �� �* ��� Frr �w� �"t` "¢°'�"'��'`"°°'� �r�e ra�ra��.�ecerrroR - � �+*� �- ���'`� v�. v-.�ar�r��� PLASTIC MEMBRAN� A.°, Uk�RK Pf�OGRE3SEg TO QvEGURE AND PROTECT . w � ' a►.ec, arie�ac�w areri�ur�a� c ceNraherae ce� � e�er�e a�anaaa�e eoae� P!!T. FHld•IQg81aTIWt'f1�ATED � �.au coRe r� �nrt , =ieo�t RIbNT OI�WA7 - N ra.evis►a�► 7NE BURFACES.?O REMAIN SIIG�•1S8 JAMBS ,4ND`gOF�ITS OF OPEN(NCsB AND - ' - �. .� � � � 6T�El.CON6TIWJGTION CM.T. ClRAMIG 1't06�11G TIL� D.L DRAM ME rJtl. rH�l.'-RETARDANf 1'1DR NEMDER I�AR PARALLEL -. 1tl'� ?Q"1'IEIlED,TEMIPERA7UIl� , � _ . . - r > > , , � ewe a�aueR r�x �ixnaee w�. Na.t.au ner�u. � � ��.. rarncie eo.am +� �eER ta �.w�a corra PIN 15HED FLOOR BtJR,�ACE8.' - - ' ?� . ` . - ` ; ar+aa. ah��NATtONAL OTANDARDS a.� c��arttc n�a Wrow �zayra. � - wr , _ . , ' , . - ' ` , , . , , ' . ' � ' _ 'y' � ' AB�TT'C AhIERICMi 60GILT1'TOR Tl6TW3 C1�At C��4M fPLATED) D� DRIN�GRi6 MOt►JTAM FL6 FLA6NMCi HD. NOOE D16 htTL MIETAL RD. 1lOOf ORAIN 1'VMT` r 1�EML'NT I�1L 1lDG1°NAYCN tTNC THICIG lt�00) Y� WALL� �a.x wxxixr wUx �+or wnreie�ar� rrrrie. rr��ra.ruaee+� �c reaesr�u. � �-' T+�e n�D wMe waura�ae TEMPOR�RY Sl1PPDRTB�.4NQ ;ZIaDRIt�[Cs: p�DVIDE ALL TEMPORAI'�Y� r - -- AND MATRRI� GIR j GIIlGL! DJU. DV'1D G141TER RR fLOOR lMbl M.RD MM�TT�W�.I�OOR DEOICNd PL°ND rENDANT � ' tl. TOILET PArER FIOLDER ILLT1Ll Ui4L1 f0 t6WI.L ' J � _ �. . ' „ ; aa.,a ar�c�we win�►aieAeiur�es cn�c c��ec�ce �. �-��� M �'+���e� - � E"����� ° �. �a��+ rrrr�. roi�er�arrmaa w,c. waTe�e c�oeer , r BRACINCs,'SHORING,GUYINCs OR OtHER MEANB ?O AVOfD EXGE981 VE ` °� " ' , , r .. q� CL. C�LE�1 OUT FD. FLOOR DRAM /JGL MGLIJDR lD),[M3J � �� !'ER �TER R�. ROU01�ONW TOL T nOLERAl�Cg W' WATlMlrR001'M6 - - _ ' ' � - J _ • , a o � ' ,4n�a, ahe�w w�s mueae ci.R uaae�a►� P�.. ��� r.w m�awAria� ' ni��c n�'i.wae�c ro� ,�►a naae� xa +a�eeeR eaee rxs roNauE arn�eoove uu� uwre+e�reL�enr � x 3TRE8SE5 �4ND 70 NOLD NEW ,4ND EXISTINCs 8'Ci?l,1Ctt1RAL ELEMEN7S IN '� ' ' � /�NG ANCNOIt..�IORI�ClE a-� u�T ID. M61DE D1.�7"IL�TER PLA M..4�'fl!R � � R1. 1�ER TILB T�D TOP LWD dOtTOM WD U14TER6T01' C . . - °� � � - ,4,,e. �we�+ae eo�r c�s uos�� �.� ��* � M�� - � PLACE. DEBiCsN A SYS1�M WN(CH WILL 9A�ELY ANp AD�QUATELY PRE1/ENt � �" ' GLL COLD UW7ER �,JT. l�LU64{JOMt Ia�C. IN0IALLED dY CON'1'RAC70R MR MINleOR PLA6 MAOTIC tA.6. TOP OF DEAM UJT I11�10N? _ ` '�'` a ro � ca. coi.u�+r� . E,o, � rma Roora�n �o. 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TOP OP 6LAD {�,p u�ppp '� � , - �GV / OC�S: ' f. ` - ' � � ± ' � " ' °�� � � ° , ' caaer c.aNSrAUCra,► � �,r �a,o. rwayieWea er on�e rr doarr • ru�ra w►ria�rnie neotecriav � r.d. _ �o�cet.�w ewwet, �,-- eNt 6FI�1 TAbTL TOr OP STEEL uus. woo�a,aeE REMOYAL SH�tLL BE DONE GAREFULL.Y, ,4ND AN1' DAMaCxE TO�ADJAGENT _� � ° �°° wa ea ` , � , ; � ; � �� ' �. ` ��a,,� � ���� � �p c� JP. .iowr r�n.�.e�e . ��,a�� _ - ros roemve,ros�r�o►r erue, e���eoa•a�, rA�u ra�er wa.i. �urr. u►o�ur�ron�r BUf�ACE8-t0-REMAIN SNALL BE PA7CHED `Ai�lD REPAIRED tO�MAtGH ' � , _• ' _ � ` � ' eu. as�av y- e�sc�rcaTioNe nreTnure� eo ec�uea. a�r �n� Nat rran�. �pc. �ro�e�ca►��tr� a�A c�ir��ooNrieACroRe Ta�. ' �`� uu. u�oua�+r neoH - \ ess� :_� f� _ � � ` � ein�v cay* �*���*� ��+' e��T ,cr ac�a•s.erE � ''� P.cr. rarrce reR am�c roor` N,a,nowu.,aeeor.�A�oH r�. nwc�c�w�uswo EXISt1NCs. MAKE SUCH�EXPLOR4TION8 AND PROBES AS ,4RE NECESSARI' De Developm �� ' _ " , ,� � � � � - r ° � • e�v�, , eevet� carne cortt�encr cae� ear e6ra�m we taoiee�eeeucnerr _ e�r. a n r+o�o� e r. c a a n e o i.,i o m rc e x c o a c r►va r e ar �*�" ,�ue.a� NoieE�eoucnar �tr r�ou�e reR�►�ar.roor . e.v. e�er va�m.ri.00K cove+e�r. ne reeweon � � _ T� A3CERtAIN AN1r REQUIRED PROtEC'CIYE MEASUFZES BE�ORE . , �, � , � ' 6LJC OLOCK C!M! CO1'!'�R EXN E�t 6�l�M Gu�LLONS rER MIW1lS � ��r COQ1'IGIltiT P.El�. I'O I�6 f�R A a J l l l l�!'DOT ' b I M `611"(ILAR T 1"I!l�A D , l - - ' ��� � �o - cae co�aa�aa�o �e� oaet�a a�u.v aa.va�u�o � �- � . r,si. roura�sreRec�n�eara�+ , sx ea,na.fw� r,r rrr�cat. - � c�reR�n� PROCEED(NG WITN DEMOLItION. VERIFI` EX18TI 1�i C s STRUGTUR4 L C O N D ITI O N S�� ` �� 3 � �.,, _,, , ' ' ` efl eoa�o ` c� c.ourre�e a.a exra�a►r ea.r ai. aa.va,uaD n� ' wc, ra�-c a a e o e i v e �.c. �ecaer coNa�ete � eicr arn�r ' � c�er. ' P R C O R T O D EMO LITfON. R E MOVE ALL NON-8AL1/,4CsEABL'E I'C'EMS �R4M THE - ' - � ' .� , �' ' , � C.6. OOTH 81DE6 ' G6 COIJVTlImMC EXI' E)Q'AVJOION bA.A. dALVANI�D aTEEL 6MEEf LDL LAdEL ,NJ1T. NOlI-METALLIC - f'Itl'!1'Ad PIl��l�llICATE!D) bi. Of.EEVB ~' (� l�IEOPER77 LIN� " - � ' ' S - �- , , au eorE+w,ara . � a�s cou�ee�a1 er. exra�erar,ioa�r aacr c.aeKer cee� � �o+�" �rr� ra�aNr n� �wie►+EO ar xn�,ioacr _ uc wee+�an 817E. °�GHEDUI.ING OF DEMOLItION ANQ NELU`WORK SHA�L BE '- ,- - , , - , �, ' � eor eo�rra„� ca�. cAOes o�va,na exr exrE�aae a� ae►��u. NA NOt MPLICADI.B,fAVAILAmt.H) � neee�eeeee�cor�c�� ea eo�.+n ei.oa�ur� - ua u�e�ear+� e �ou�i flr�r�R - _ ' 06/1870 , , ° � - � eJoa eorta�+op aEar► � " cr. aeic root r.�rra. exre�aae areu�.ArioN aro ac, c+er�Rat.cor,tneacr�av t.n u�a eo�r w, riar r�cumm n� �sirnr� - e,c` � ea.�a co� w.. ume�r�ee i�eoRaroR�e d] ea,ua� COORD(NATED BY tN� GONTRAC?OR lU1TH THE OL4�IER. _ . `° �� ' , � ' � ODG A01'T'OM Or CONCRHTlt C�T. Q�tC YNl� TMIBN 81'6TEFI OL QrLAbs,G�I.AZltib I.NM L�MINATE!D) N.I.G. N07'N GONTRAGT 1'L PR01�lRTY LM� bP , 601ND!'IeDO�' �M 6MMI8HED �i/%� f , , x• � � �� t= �- , - • � . • �R � $ v���� EXCEPT �OR EX18ttNG CONBtRUGtION TO DE�L�Efr'IOLIBNED, AT , . � - �� � , ° ` � , J NO TIME SNALL CON7RAGtOR AgSl1ME SALVAGE WItNOUt WRftTEN � � W � � � �-=�. �. � � � �� _. � , � sit� plan symbols � archit�ctura l symbols - mat�ria 1 symbols PERMISSION FROM TNE OlUt�tER � . � - = r � ` - , , _' _` : �� � _ � : � � ° �'!�eN!?�lrs= DURINC� P�RESS OP.YH� WORK, DO NOt�ALLOW . _ :� , , . , � - ��.a� 1 SEGTIOHi AGCUMl1�At(ON OP SCR4P, WASTE MATERIAL AND OTNER lTEMS NOT -<< - - . � � `- � r ��, '- � . - - � ' - , ' = : • � ` exiaTin�c: �a�tuiea �roa�r� axrerir� Re.4-ru� �eoroasfl - - REQUIRED POR CON5TRUGtION. At COMP1.E710N OF�tHE�UJORK, REMOYE - n� �D�;�v� , ' - ` "�"""` a,oieTH ���.Ywooc� � �4LL SUl�'l.118 AND WASTE MATERfAL, DIRt, StAINS BMUDGE3,AND MAKE � . � . �� .� � � L�l11LCI1V6 BLCTION 1 � eu1.o�nalcnw�t ROO!"'( NAt"IL'. ` � ` '.�\ `�`r�:''� _ � � �. •- ~ __-------�� co�vrou� " -----�`� ` � A}�OT L�LL�VATION f— ��-�> >a a�b "''"� �o �uMa� :, ,� ,,,, ""�` _ MINOR REPAIR9 AND tOUCHUP AS M,4Y t3E N�CESSARY TO M,4KE tHE _ c�� �' _� . _ n wiTN rrHieNea. ,�. ' imcic �i���iNia�.► wooa PRO,lEG7 RE,4DY �OR OCCCJPANGY. � , , / , _ � s . _ - - I� 1°ROf�tSRTY LINIS � - - R T-t 1-{'PDRANT � M�lTNl�lEe OML � , IG'LLG�J ° , ' ' ... U : _ . 'r . . , _ � � � � - , �� - � - - �. 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T 7lSLL'TFiONL� LINL► T o c�e�,,, «,,T • �•�►� � FINIBNES WItN TNE �ttR,4GtOR aLL PROpUGT3, SUPPL{ES, BNOP _ , Date:`�- , _ _ � � r ^'�./'i'',/��,/.',�7 ` 1�RAWINCx3 AND/OR AL�'ERN.�TE3 ARE TO B� APPRDYED BY TNE C�IUNER � " ` �� � `'2 ' � ,_ - -�TV GAdLL� TaL!lvtbfON �T�' � OUTPALL/HL'AflWALL � .s�o Maet►Y��ew WINDOW MA1l1C Q ' �!�/�FL,�d� C11T 6TONS UJOOC BTUa � . > ' , � � It -.. - q� - _�- � ` � --- _ r����+� �rH� ••• � � a�c.►�+raA�c e {7BTAIL dLOWUP � �C�4Bit�tE'TR^�': A1.L G,aBINE'fRl' TO'BE DE31CxNED IN GOORDtNATION WITN TNE � PI'Oj� NO: � 'Z�'I7.O0 �� , � �, ' LtMIT OP WOI!!G PLAN"A" �ORINe3 LOCATION 1lI�vI�tCN � �%j�!%j� GONGRHTE.+ CLOCK ?�[�Y 1"IQTAL BTUD Q(�JNER, ' ' � � � s '�., , • . � � IfVDIGATtON ' LCl1LLLLd ' , �� ' - `� �� , � , � , MA1'CH LtN� ' X EEXIBtING TRlEH - �q p�Q 8T�l.°L lLGr. 8CAL8) Exisrn�ro�erta�rt ` F �TR��.�LIEGI-1,4N1GAL: tl-IE�GONTRAGTOR QJ�"�F1�.L'�URNISH-,4LL � - � ' , ' � ��,- � _ P�°g� � _ � tR�B TO DL I�MOVEO ,� � !S{_L�VATtON , - *a-�*+-�- � NEGBSgARY MECHaN�cAL, P�UtrtBrNGsAND ELECTRICa�,,8ERvICEB WHIGN Drawn by:� i JEG, HLE�, - - k 'cri " � , M� '�'-e"� .,. • , - - - � BHAL�. 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Vail, CO 81657 � . r � ' ' , � r ' � . . � � ' 106a 2'-4" x �'-0" BEDROOM 3 CGLOSET� 1 WOO17 , � � _ � _ ' - lmbd • ',Tel: 970.4764433 . ' , ' , . `' ` Fax: 970.476 4608 � . , ;• , . , ' _ ; ', - 10� 2'-6" x 't'-0��. BA7HROOM 2� 1 UJOOD PRIYAGY ' 1 2 - ' � ' . 10'i - - . , . ` i - y ; � �' , - " ' ' M" Denver 01�`ice � Y,� : � � � , . , 2� 3'-(�" x "t'-0" FOYER WOOD ENTRY � 2�' _ - 200 �6�� wa��+e sa�et, suice c2�' j . _ Denver, CO $0202 . , ' _ � � 201 - 2'-6" x 1'-0" POWDER 1 UJOOp PR(V.4CY � 2 _ ' , 2(dl . Tel: 303.623�3S5 . '. � ' ' �� , , , � , ` � • ,202 2'-(0" X 1'-0" FOYER ICLOSET) 1 U100D TOP G TC 1 2 - - 202 � Fax• 303.623T2262 ~, ;, . _..--�` ' �� ' ' ` 203 3'-0" x �('-0" UT(LIT`P 1 UJOOD PASSACxE � 2 _ " , 2(d3 � . mfo@smarchs.coin - , '` ' � ' -' www.smarchs com' �s, ' ` � : , , . Zfd� NOt t1.ZED . Z�� � r � � , ' � � i . . � . Z05 NOT LISED ' � 2l95 � . x ` • �- � - , , ,. ;' � ' ' y . 206 NOT USED - 206 ` , . � , . � . . _ . � � , � ` - 2P�'f 3'-0" x ?" STORAC�E 1U00D PRtYAGY 1 2 - - 20'1 ` " A' ,-�, , , • _ � . _ _ ° . . � . ° x , - - ' , . 208 3'-0" STAIR PRIV�4GY 1 2 - 208 ' � ' . � � , ',° � � � ; -�� � � a� , WINDOW SCHEDULE � � - , , , � _ �� _ � � . . 3mta 3'-0" x 'i'-0" STAIR PR(YAGY 1 2 - 3� � ' r ,. c �- .-_ MODEL WINDOW DETAIL � ,� , � ' ` +. " , � ' - 301 2'-S" x �'-0" BAT#-E 3 1 WDOD PRIVAGY 1 2 - ' � . � 301 � , . , W � Af ; t ,_ MARK UNIT TYPE ROUGH OPENIIIG (W x H) HEAD JAMB SILL HD. HT. REMARKS - 302 Z'-8" x '!'-0" BEDROOM �# I WOOp PRIYAGI' 1 2 - ' 3fd2 1 �� � ' , _ . , , , ,. , , � � � " A PELLA 4165 GLAD DBL HUNC� 3'-5 3/4" x 5'-5 3/4" 5 � 6 '1'-0° '°�t� � . + �� ` _ B PELLA 3'165 GLAD DBL HUNC� 3'-1 3/4" x 5'-5 3/4" 5 4 6 Z'-0" 302a 2'-�6" x Z'-0" BEDROOM 4 CCLOSET� 1 WDOD � G 1 2 - " 32>2a ° `S i -� . �� . { � `� ' ,� � r . 3 0 2 b � 2'-6" x �'-0" BE DR O O M'4 (GL O SE T) 1 �,U p pp T o P G T G � Z _ 3 0�b � � � ` � '� h, - `, ; � � C MFR T.B.D. GLAD SLIDINCs FRENGN DOOR 6'-0" x 8'-0" 8'_0" ` � - `. ` N i f f'x'; � � �` , , 3 0 3 2'-8'" x �'-0" M A S T E R B�D R O O M 1 U J O O D P R I V A C Y � Z _ 3(�3 � - � „ . 304 � , - , t� MFR T.B.D. CLAD TILT +� TURN TERRAGE DOOR 3'-6" x 8'-0" 8'-0" 304 2'-6" x �'-0" DRE55MCs 1 WOOD PA55ACzE 1 Z - - ' � ��: ' ` . � • 5° '.. E MFR T.B.D. GL�4D SLIDII�CS �RENCN DOOR WITH FiXED P�4NEL S'-0" x 'T'-0" ��-m�� ' � 3(d5 NOT USED � - 305 � ` _ ' � ��� �� ` ' � , , ���0� ' ' �-� � , . � F MFR T.B.D. FIXED PICTURE TRAPEZO(D 8'-0" x FIELD 1/ERIFY TRAP ` 306 2'-8" x 'i'-0" MASTER B�4THROOM I WOOp f'RIYQCY � 2 _ ' 31d6 ' , Z '-'�- ���' " ` �_ �� �_ �� - � � � ��`�`�� � �. � 30roa 2 � x 6 �o M. BATNROOM CSNOUIER) 3 BY MFR 3068 - � , , � . � 30'i 2'-0" x 7'-0" TOILET 1 WOOD POCIGET � , 2 _ " 30� � �F ` � �`s'���` , . , �,� ""�{ „ ', . Q _z � .�� . . , � , , � L�..1 ���� �C� , . .. _: , . , UJII�IDOUJ SG��1�1��� 1�lOT�s: � � � ���.� --�� � } . , � WINDOW TYPES � DQnR TYPES � ��/ o :a� �=� � - � 1. 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I I I I I � � f-+—EXISTIN6 FOOTIN6 ( e � � r � ' I I I I � r 1 ` I � EXISTIN6 GONGRETE ' , � WALL � � ` NEW GONGRETE � t � � ' � I I I I i ' � ' I � FOOTING, THIGKNE55 I � \ I � � TO MATGH EXISTIN6 j(� \ � � I I i i i I I 4 (I'-3" VERIFY) � � \ I I I � i � i i i � � � W • � � � _ ��_, � � r 4._0,. ._3" -3.. _ _ a . ,4�� �� � � � � i �, . I I !� � ( I EXISTING I I � . � � � � FLOOR FRAMING � � � I � TO REM Q . I I I � , , . � i � � � � O � , � _ _ _ _ _ _ I _ _ _ _ I _ _ _ I _ _ _ i _ � � o � � �i i i , - - , - - - � � ° � � � � , I I . ; � ( 8243'-1 I I � _ �a j �. � � � TOP OF � i � V �"" V ' , ���� I � � � O 1.,�1�l D � T f O i�l �� �i � � I I I GONGRETE AB I I � � � .� ' i i i i � � O 3/4" = I'-O" 0 , , � Z >_ � Y . O I I I I I - � _ � - � EXISTING W6X15.5 � � EX15TIN WbXI . UP� � � � TO BE REINFORGED WbX�O DOWNs � ' � UP AND DOWN TO I I TO BE REINFO ED I ` EX15TIN6 W6Xi5.5 UP �_____________� _ _` FIRST LEVEL i q � UP AND DOWN � q WbX�O DOWN; y � f �. - 1 FIRST LEVEL .-� � TO BE REINFORGED � - � � � � �� �'+ ` � �'� i � UP AND DOWN TO ' " � __. � _ , _ _L � � � _ � � EXISTING � OR BEAM � ' �_ ' ' I ;J/. t ' FIRST LEVEL � � � , �, , ,r.' '�� : � i;,,�%�, '= ,, � � i / 1 _I ,�� f•i'f �f f�/,� /S � ` , � � �����i� � I �� �� 'ijf��i �//;�,'-�,%%��1� '%'/��� "����,, ,� i� � � j Q i EXISTING BALGONYt ;/.!;�j'/F j jf,;f�;��,f;.;%,i����;,1 , I � ENGL05E WITH �Xb AT i'-4" �' r�' i%!i'//;' ,'�„ : � 54.1 i � � � STUD WALLS AND FUR UP � ;�;;i�i�;'!,/�;%';"� :i" `f''; � � ` ------------ ---' FLOOR WITH PLYWOOD %'�, ,�,;';.,-, ,;;:;:•,:,,�,�; , f a '� I I SHEATHIN6 AND �X RIPPED ��if�';�l'�;',,;�,�%,�;'1�,�%;'.�, '' � F • � . � � � i SLEEPERS. � ; ;;;�''�'%%�. %;;!�'"���' %� ' � . , �'J'3.0 �� %�Fj�/�i%;',� / ,' . /%�f ;!�� �� .� . " AT FOUNDATION I I � f � , ` , � 1 � I I 1 � � I I I I I Revisions: � � � � � , - ' , I I I I I _ P��t 06,i�1 3 t i i � i i � � I I I ( I � i i i i , G'-4" �i'-4" q'-4" �l'-4" 3"1'-4'. , � � I 2 � �- 5 f ` _ � � �pNALt�� ' � � , , ..... . ,1�,�;•�Gts7 eRF.�2�, VERIFY ALL DIMEN510NS AND a�� C� O'�� � � ELEVATION5 IN THE FIELD WITH • '� t � ZOHZ :'� 4 , _ EXISTIN6 GONDITIONS. ' , ', ` , � ' � . � � `� - FLOOR FRAM(NCs NOTES ' r � � � � " _ 1. FLOOR SHALL BE � I/�" GONGRETE ON Obc, �� 6AtkSE , METAL DEGK WITH 6X6 WI.4 X WI.4 W.W.F. ' � ` ' �. FLOOR DEGK MU5T SPAN A MINIMUM OF � SPANS , � p�� , ' � �3/24/�03 � .. , - 3. FLOOR BEAM SPAGING SHALL NOT EXGEED 4'-�". r . 4. ❑ INDIGATES TUBE STEEL GOLUMN DOWN. , Projeer No: � E!� - � 5. ■ INDIGATES TUBE STEEL GOLUMN UP AND DOWN, UNLESS IT ` � . ` _ • 15 LABELED UP ONLY. � ; � b. -�— IIVDIGATES TOP OF GONGRETE SLAB ON METAL DEGK ELEVATION. DTaW1�I �: - C�B ; ' '1. <XXX'-XX"> IIVDIGATES TOP OF STEEL BEAM ELEVATION. ` k S 8. ;� %�,/,�,;• INDIGATES AREA OF NEW EXTERIOR DEGK. ��� �; - HS ' � . q, �,,,,,�;��.�,� INDIGATES AREA OF NEW INTERIOR FLOOR TD , REPLAGE/INFILL EXISTING. i , � 10. ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS �Xb AT I'-4" '���,'�&'�F � - 711E�: STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. k Ii. �I� INDIGATES STEEL MOMENT GONNEGTION. ` ' . _ a � N 3 i�D � � �� � � �:�1„i ( 1�1C� i�� �1�1 � , I/4" � I'-O.' , � ' � . ' J , , '^� � , - �� 0 zoo, sM,e, � , v� , =g� _ . k � ' _ � ` ' ' � \ � \ ...fr++--- ii i - -- S - , � � - � ` ° . � . ' - � _ � Segerberg Mayhew r - . � , &Associates Arcbitects � , � , P.C.-A.I.A. � � � , . Fy � � � ARCHITECTURE, EXISTING GMU WALL �, � PLANNING, INTERIORS � . � _ Ma�n Office. Vayl, CO � 1000 S Fmntage Rd W, �300' , J Vaii, CO 8165'7 � ' ,a . Tel 970 476 4433 ` � � , ' r ' " , y Fax 970.476 4608 V EX15TIN6 T IR � ' , , . Denver Office � V ' ' EXISTINCS , " , - � 1617 Wazee Street, 5mte C2 C.<7NGRETE FL EX15TiNER VJbX15S �' Denver, CO 80202 � IS � � 5LAC'l ON 5T��L GOLUMN TO, � " , �- Tel 303 623 3355 ME7AL pECK� �. 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FLOOR BEAM SPAGIN6 SHALL NOT EXGEED 4'-�". _ - 1 4. � INDIGATES TUBE STEEL GOLUMN DOWN. Proj� NO: �iOO9 _ - � Y 5. � INDIGATES TUBE STEEL GOLUMIV UP AND DOWN, UNLE55 iT _ IS LABELED UP ONLY. i � � b. -�- INDIGATES TOP OF GONGRETE SLAB ON METAL DEGK ELEVATION, DI�WI'I �/: C�B, { '7. <XXX'-XX'> INDIGATES TOP OF STEEL BEAM ELEVATION. F ` � i F � ' � 8. i; '%%'�;, ��; INDIGATES AREA OF NEW EXTERIOR DEGK. ����G�CICCCI I�l: � HS - � �i. ,,x� :X;,�>��.;�,, INDIGATES AREA OF NEW INTERIOR FLODR TO � REPLAGE/INFILL EX15TING. ' � 10. ALL EXTERIOR WALL5 SHALL HAVE GONTItYU0U5 �X6 AT 1'-4" - �E�; ' � � STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. � II. �I� INDIGATES STEEL MOMENT GOMNEGTION. � � � 4 � � ° N � � �--� � � �� � � �,�� � �� �� ,�� � ' - I/4" � 1'-O" � � , � � i � � � QC 2001 SMA � O ' S"� _ , , � y � s8< � . � _ - �� - � ��� � - � r _ � , �. � � , ` , ' � `� ' ° . � � - � -- , r . " . ` � � . f . . , i ' , � � _ � � Segerberg Mayhew � � _ r _ &Associates Architects . ' P.C:A.I.A. 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FLOOR DEGK MUST SPAN A MINIMUM OF � SPANS ,0�,'� � ' OJ/L�3 i � ' � 3. FLOOR BEAM SPAGIN6 SHALL NOT EXGEED 4'-�". , ' ' 4. p INDIGATES TUBE STEEL GOLUMN DOWN. �J��1�p; �jQQ� F - 5. ■ iNDtGATES TUBE STEEL GOLUMN UP AND DOWN, UNLESS tT , IS LA6ELED UP ONLY. � � b. �---- INDIGATES TOP OF GONGRETE SLAB ON METAL DEGK ELEVATIDN. � ��W�'��/; C�B i �. <XXX'-XX"> INDIGATES TOP OF STEEL BEAh�i ELE�/ATION. � , 8. � INDIGATES AREA OF NEW EXTERIOR DEGK. - ��� �/; HS q. INDIGATES AREA OF NEW INTERIOR FLOOR TO � _ � i REPLAGE/INFILL EXISTIN6, � • 10. ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS �Xb AT 1'-4' .711EE�; STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. ; II. �I� INDIGATES STEEL MOMENT GONNEGTION. , _ � N � T �---� � � �� � � ��41„� f i�1C-� �'� �1�1 _ . , I/4" = I'-O" � � i ' ; � . , N� QC 2001 SMA ' �o i , _�� , � � � r""i � � � ; , � � , , - - - - ... ._..,._ ... __. �_ _._,.,.-. _ _ -.-.- � T,n-. r....._ _ 4 �. _ ..� -� a.._. �----...-. .....-. �.. � �-,.R-a-�..._......, -..w,--- . ..,__.�..T._,..T.,...._..-.. i ' - � � , � � , ' �' t . . ` , � , • r 1 , � � ` ' ` - � , � „ r t � i - ` � � � � - , Segerberg Mayhew � • „ , _ �&Associates Architects � � » P.C.-A.I.A. , � ARCHITECTURE, _ � , , - � ' � PLANNING, INTERIORS . N ry � Main Office: Vail, CO � 1000 S Prontage Rd W, �t300 _ � Va�l, CO 8I657 " _ - � Tel� 970 476 4433 ' - � � Fax 970.476 q608 - NEW ry ��XI5TIN6 � ' ,- 2 F - rs 3x3x3iib�r ROQ� STRUG � ,� � „, � Denver Office � STUB GOLUMN � TO REMAtN ` ' ' �'� � � > ; ., 1617 Wazee Street, Stute C2 � � �Xl�i�"INC-3 W6X15.9 ' . Denver, CO 8020Z, ' NE NEW 6 5TEEL Gpl.UMN � ` . .� � 10. ' Tel• 303 623 3355 T5 3X3X3/16 TS 3X3X3/I6 � -' � TO $E 12EIN�ORG�C7 ' y �� � ' Fax 303 623.2262 - 57 B GOLl1MN STUB GOLUMN , ' e�q� ; , 5 - �� . , , � r" � i � ,� , , EXt�TIN�r Wl4X'„fC�,' � _ XI TI GM L �XISTI WfA�J�G30 RIDC�L l�l�AM � g4,� � ` www smarchs com, . � - - - - - NE 3 3_ ` � - WI� 14 �'-8" �'-8° �'-b'. �, 8„ ��_��� X Z Z X 2,,,8�� �, ��,_ „ �,_8„ �, �,_4„ - ` , �'-� v4 2� � i� " '-� V4� 0 4 3 3 0 p , , - -. 0 0 0 I X X Z W X X I � �D b . , ' � ry � X X� X � � � MEW XIO NE WBXI Z� � � cX X d , � ; ' � — 3 3 3 3 �'-8° ��-8° 3 3 3 � " - w � � `� z 3 � ' - - z z z � , �Q A cv - ... � ry E XIO . 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Project No: 6009 . � , 4, ROOF SHEATHING I 1/8" �60/48 SPAN RATIN6). " � STA6GER PAtVEL END JOItVT5 AND FASTEN WITH , IOd NAILS AT b" MAXIMUM ALL ED6E5 AND I'-O" Q�� �% � C�B MAXIMUM OTHER SUPPORTS. � ` 5. RE: ARGHITEGT FOR ROOF SLOPES AND � BEARIIV6 PLATE HE16HT5 NOT NOTED. �� � HS b. ALL EXTERIOR WALLS SHALL HAVE GONTIt�JOUS �X6 A7 I'-4" STUDS FROM FLOOR TO ROOF. ShE�. J ; '1. ROOF JOIST SPAGIN6 SHALL NOT EXGEED �'-6". , � ` a � N �:ao� � ��� ► �� �� �� � _ � . , $ I/4" = t'-O" � , • �� . � u � v� � Q Z00� SMA � S� ' =g� .� � � _ � � � _ ,. � ��. � , . _ _ ° � � . - , � , ' . _ � . _ � . � ^ � ' � r ' _ . � � � � . - , , . � � NEW TS GOLUMN RE� PLAIV WITH � � . � ' 3/4" STEEL BASE PLATE � � � s NEW EXTERIOR STUD Se erber Ma hew � � , � EXISTIN6 STEEL ��4„ �_b TYP � i � g y i � GOLUMN � ���" ��RETE SLAB • i i WAL.t„ WITH SHL'ATHIIV6 , i � WITH W.W.F. ON METAL i i � `� � EX15TIN6 � I/�" DEGK RE� PLAN 3 i I � " ` BL ASSOC1a�S ATC�11t8C�.S , GONGRETE SLAB STEEL BEAM RE: PLAN SIDES � � � - P� ON METAL DEGIG 5�i6 ► � 3/Ib" ,Z-I� ' P.c'A.j.A. > NEW °J/8" STEEL i � i � EXiSTIN6 1/4" � NEhI L �Z I/� X � 1/� X i/4 EDGE ANGLE , � - � --�r-'s _ s-�..s r+� _ y s _`�t ia s � ----�-- Y`�.x , �E ' EXISTIN6 FLOOR PLATE EAGH 51DE, +� _ _ i J015T GONTINUOU5 FROM j � -j- j � i 5/Ib" �" BELOW BOTTOM � p ' L i I � , OF INTERSEGTIN6 �0 I BEAMS TO �" ABOVE �� �� � i i L4X4X3/8X6" EAGH � AT EAGH K TOP OF GONGRETE p � 51DE WITH (b)-3/4" Q� BAR , � SLAB (I/�" PLATE � BOLTS �4'u .1015T � ' EAGH SIDE AT ARCHITECTURE, � � 6RIDLINE9 D/I, FIRST � � MAx. i� x�� z ��x ; PvANNING, INTERIORS r " _ � � LEVEL TO THIRD LEVEL) � i I i � �0 RE� PL AN RE� PL AN ___ _� O t , T1'PIGAL COLUMN RE(NFO�?GEMENT DETAIL CPLAN) � � 3�8° x 6�� x a' PLATE WITH � , , � MainOffice Vail, CO � 1 " i I i (�)-3/4" m BOLTS 1000 S F'rontage Rd W, #300 , � NEW STEEL BEAM i � i STEEL BEAM RE� PLAN Vail, CO 8165� ( � RE, PLAN �� �� ( O� g i � � Tel 970 476,4433 � 3/8" STIFFENER EAGH i i 51DE, T1'PIGAL ��4 �_�� NEW STEEL � ' 3/8' SHEAR PLATE I i/2` _ !'-p" � � � Fax. 9704764608 y << WITH !�)-3/4" BOLTS � � i NEW TS GOLUMN RE� PLAN B4 4X3 B��P LAN Denver Office EXISTING STEEL WITH I/�` STEEL TOP PLATE 1617 Wazee Street, Swte C2 � BEAMI E�SPLAN GOLUMN NEW 2 I/�" GONGRETE � + Denver, CO 80202 . SLAB WITH W.W.F. ON t • � Tel 303 623 3355 ` �, METAL DEGIC RE� PLAN F � �� �� ( OI � � NEW STEEL BEAM REa PLAN Fax 303 623 Z262 ¢ NEW MGIOXb.4 f ' � ' �� � � � O� � � 5�� . i 3/�4" = 1'-O° EXISTIN6 I6H4 BAR JOIST info�smarchscom b �j, � TYP wwlv smarchs com t 3/4' a I'-O" � I/4" 1-b TYP �� �../ � I O I `t � Fz � " 3/4" = I'-O" . NEW I/2" STEEL PLATE, NEW � I/�" GONGRETE � , � GONTINUOUS FROM �" 5�16�� SLAB WITH W.W.F. ON . � NTERSEG�TIN6 BEAMS '��8" X 5" X 3'-O" METAL DEGK RE� PLAN � - • 3/tb" PL AN D E T,4 f L TO Z' A6pVE TOP OF STEEL PLATE STEEL BEAMS RE� PLAN � GONGRETE SLAB . � L � I/� X � I/� XI/4 - � �� � � f O� 1 � x s EXISTING � I/2" GONGRETE SLAB ON METAL DEGK � � I/2" GONGRETE ' GUT SLAB OUT FOR NEW STAIR �PENIhl6 AFTER � ' � SLA3 WITH W.W.F. � �/�• a ����" '�� � 0 0 NEW SUPPORT BEAMS ARE IN PLAGE � EXISTIN6 HOLLOW ON METAL DEGK r GMU WALL (FIELD RE� PLAN � 0 5��6• VERIFY) O O � � � � C� - � � � — �.,_ �.._. ____ E NEW STEEL GOLUMN — .— — — � _ RE� PLAN WITH � . f �� � I/�" BASE PLATE STEEL BEAM 5/�(�^ 3/8" X 8' X 3'-O" 57EEL - - - - , � _ � � , � RE� PLAN PLATE � 0 5/16�— i I STEEL BEAM RE, PLAN � (� �" � � � � I/�` GONGRETE SLAB 3/8"X3" PLATE O i i i WI T H W.W.F. O N M ETAL E A G H S I D E DO NOT W ELD TO P A ND '�' � � � DEGK RE: PLAN BOTTOM PLATES TO Z � STEEL BEAM � + ����_� � BEAM EAGHQSIDE WITH (I�)-3/4" m TH15 BEAM O ` L� I/� X � I/� X I/4 — - - - - - - - - - - - - � � b 1 RE: PLAN ------------ SLIP GRITIGAL BOLTS - - - - �, O O t 3/8" SHEAR PLATE i 0 �� pL,qN � -"� � J NEW 5TEEL BEA f WITH (3)-3/4" m BOLTS 3/8" WEB �� �./� C� I O I � � GUT LINE WITH LB��XI/45EAGHESIDE DIA60tVALLY � _ � � I/�" X �'-4" X I'-O" STIFFENER �� TO EXISTING JOIST AND IN5TALL (�)-L � 1/� X 2 1/� X I/4 X 10" W � �,.�.' � _ ` f ` - PLATE WITH (8)-I/�" � L SHORT HILTI HIT HY�O 3/4" = I'-O" � ` f THREADED INSERTS BEARIN6 SEAT AT TOP GHORD � � � f �` �} ` �I. � AT 8' SPAGING EAGH � � - �'Y I REW PLANL BEAM � � " _ ' �� �t � O* � � }-� NEW STEEL BEAM S� C � I OI � G � � I I�t ;� RE� PLAN 3/8" FULL-DEPTH . ,_ � J'� ° � • � n � ` ' 3/4 = I -O SHEAR PLATE WITH 3�`� ' � �� �.,� � ' p (3)-3/4" m 6pLTS � f _ - ` 5� C�" I 01�1 11 °° � L � I/� X � I/� XI/4 , . - GONTI IVUDUS 4" � _ ;`'� 'J/4" = 1'-O' SLAB WITH W.W.F. ON , , - ^ � GOPE TOP FLAN6E AT � ���" �NGRETE ED6E OF UPPER DEGK 3/Ib" �-�4 pqETAL DEGK RE� PLAN � � ` �; ' . , L � I/� X 2 I/� X I/4 I STE�L BEAM5 RE� PLAN � � , � - GONTINUOUS � HEW � 1/�" GONGRETE ��_Q�� . _ 3/16 �-1� � I/�" GONGRETE /ib' SLAB WITH W.W.F. ON G'iX1�.�5 GONTINUOUS X METAL DEGK RE: WItH I/4" m X .Z" SLAB WITH W W.F. ON . �-� � i EPDXY-ANGHOR F L � I/� X � I/� X I/4 EDGE ANSLE METAL DEGK RE� PLAIV �t `_�-� ^�x , „ . ` —EXISTIfVG 1/4" s s.-..,. x AT �-O �' GONT 1 NUOtJ5 ,�_ ,,._x� � _x y_�? _--_ _,�,�_ . ------ F � i/�" GONGRETE SLAB 3/8" STIFFENER ,� �/ �� I/�" NON-SHRINK E'sROUT � . WITH W.W.F. ON METAL EAGH SIDE, TYPIGAL O O 0 ` � DEGK RE� PLAN ` EXI5TIN6 � 1/2" O 0 _ _ • e NEW STEEL BEAM GONGRETE SLAB - - `'"- ' - - -- - - - ' RE� PLAN ON METAL DEGK x STEEL BEAM , ; - STEEL BEAM TYP. 5/Ib" RE� PLAN . � , � , - s RE� PLAN R�,wlsions. . • � s E/AGH SMIDEATE STEEL BEAM RE� PLAN �T EXI5TIN6 EXI�jTIN6 � I/�" �� , �t SLAB 3" FROM GONGRETE FLOOR ` L��;SI DB'V@I � � � �, 4» L4X4X3/bXb" EAGH -x-°'='�=`-"-'s- 6RID 5 5LAB ON ME7AL DEGK P�YI� Q�� 3 � SIDE WITH �6)-3/4" m BOLTS �t � EXISTIN6 ib" BAR JOIST � E � . � � - � 3/4" X 5' PLATE ' � EAGH 51De v4" SECT I ON X-X . - - S� C 1" � Oi�! 3 € , TYP 5/8 3/8' STIFFENER c� � � � O* � � 3/4' = I'-O" _ ' EAGH SIpE, TYPIGAL J � �l � T54X4X'J/8 ' ' � ` STUB GOLUMN 3/4" = I'-O" � " W{TH I/�" BASE ` � ' S PLATE EXI5TIN6 � I/�" SLAB � QS11ALn u ; NEW 5TEEL BEAM ON METAL DEGK - �0 ... . ,� �Lj ' ' k * RE� PLAN " ��';�G1ST�R•.��2 � , , � GUT EXISTING FLOOR SLAB ' O •�� S}•� � t t O� � ^ EXISTINS 16H4 x B - a:� Q' � � � , �� I I L BAR JOIST � ' � �O�� ;^� ' 3/4" = I'-O" 4" � TH OF GRID B; GUT . ;b : �'- r _ , BEARING 5EAT5 OUT OF ' : -.. �; - SLAB WHERE NEW STEEL � .� � :p � � , � ' FLODR BEAMS WILL BEAR � , • . � L � I/� X �' V� X I/4 NEW � i/�" GONC,RETE I L � I/� )C � I/Z X I/4 ° _ GONTINUOUS 4" SLAB WITH W.W.F. ON METAL GONTINUOUS DEGK , ` GOPE TOP FLAN6E AT � ���° GONGRETE DEGK REt PLAN � SUPPORT AN6LE , � � ED6E OF UPPER DEGK i 3/Ib° �-24 �LAB WITH W.W,F. ON � � , � METAL DEGK RE� PLAN ,� �� , � , � , _ L 2 I/� X � I/2 X 1/4 5TEEL BEAMS RE, PLAN • - r - � 03/24/�03 r � , GONTINUOUS ' d1 D�: E � 1/�" GONGRETE /i6' X I/�" X GOIVTINUOUS � I/�" _ , , _ , �, . SLAB WITH W,W.F, ON = x Y.-.••r s 5/16" 3/I6 STEEL PLATE � �� �J�NO: �9 : , META DEGK REt PLAN � : EAGH 51DE � � ' ss— ..�x--• '�t - � 0 � REW PLAN R BEAM ' " DCBWfl . �+1g � . EXISTIN6 STEEL BEAM � � T5 'JX,�XI/4 X (FLAN6E WIDTH * 1") F TYP, x 3/8" X � I/2" STEEL WITH SOLID STEEL SHIMS A5 STEEL BEAM� 5/8" �{.��",�� � RE� PLAN � PLATE GONTINUOUS ���RED AT EVERY STEEL BEAM �.,It1R.7G�l ' . HS � 3/4" X 5° PLATE STEEL BEAM RE� PLAN , (OMIT TS AT Wi�; T5 4X3X1/4 AT Wb) EXISTIN6 BAR JOIST � EAGH SIDE � , L4X4X3/8X6" EAGH ";��;�� EX15TIN6 Wf4X30 �1�; " - ------ FLOOR BEAM SIDE WITH (b)-Pf/4" m BOLTS r � � 5� CT f Oi�l 8 5� CT I Ol�l � � °• 3/4" = 1'-O" 3/4" = I'-O" . i � � ' SECTION X-X , , � ' �� � r - � � �� = 5� C�" f 01�1 13 i c3 3/4' = I'-O" . + - ; �� Q 2001 SMA - � i �g� ' l '� � t , ` f .. . v � . + ' a i ,''„'a..�� � y � . 3 Y � � � ` ' ' r ` _ . ` ' a �` ' Y _ ' 4 ' i `' . -' ' 1, `' V • � . .. `yy' ` ` ' V .. s . � � ' ♦ � , e _ -' ' ��'�' k t1+ • r �"' _ (�` � n�A n r � - ` v ` y R rv,v � ' f ' � .. t , µ ^ ' � " ., _F .. I� � I � A . � � " � 3 . �, � „ . � ' - � 1 e „ ' ' w w t � � � t` ��� S, _ � � � � , , � CENERAI NOTES � � - ` ' . � - . ' � �,- , ' . . , � , . ,,..� - . , , � � - _ , � � - , , . ` , i . L I VE l.OADS USED IN OES IGN: � - � • 6. STRUCTURAL STEEL � • � � GONTINUOUS WOOD SHIM ` - ' - � , � ; � ' � ' • t �` � , ' � * ' SIMPSON L550 AT Z'-O" �EVELED PLATE WITH . �„�e�exbel'g MayheW , k ROOF ° 80 PSF . A. ALL STRUCTURA� STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FIANGE 8EAM5 - , 1/�" m THRU-BOLT NH tCH SHALL CONFORM TO ASTM 992; (50 KS I) AND EXCEPT P IPE COLUMVS VW ICH EX15TIN6 �/6' NEW I 1/8" ROOF AT �'-D" (STAGGER) � ` B TYP ICA� FLOOR 40 PSF � SHALL CONFORM TO ASTM A53 AND 7t�E COI.UMNS TO ASTM A500� GRADE H, LATEST g BENT PLATE L SHEATHINC � � , ' . 8L AS30C18�8S A�Ci11t8C�.S , C W IND - " ` EO I T I ONS. STEEL SUPPL 1 ER MAY PROY IDE-A$TM A572, GRAD,� 50 AT H I S OPT ION. ' . � I 1/8" RpOF 5HEATHIN6 ' �,_P,C.-A.I.A. � 1 , 6AS IC WINO SPEEO 80 A�H , M ISCELLANEOUS Ef�E00E0 tTEMS SHALL 8E A36 STEEL, r �XISTIN6 BEARIN6 , , ` 2. EXPOSURE 8 5EAT (�tELD VERIFI') �l� _ , . , 8. ALL STRUCtURAL BOLTS SHALL 8E A325N INSTALLED 70 A MINIMIJM SNUG TIGHT , . � CONDITION UNLESS OTH�RWI5E NOTED. AI.L ANCHOR 80LTS SHALL CONFORM EXI5TING 5/8" � � � i0 ` D. EARTHQUAKE ZONE I , TO ASTM A307 UNLE55 NOTED OTHERWISE. 3/8" BEARIN6 � � � � , � RO�F SHEATHIN6 PLATE � �0 , � ` _ . E, LIVE LOADS ARE REDUCEO PER CODE IF APPtICABLE. C. STRUCTURAL STEEL SHALL 8E DETAi�ED AND FABRICATEO IN ACCOROANCE WITH THE �� �� 3/16 LATEST PROV I S IONS OF A 15C "MMIUAL OF STEEL CONSTRUCT ION." 4,-�q� �4•'7q ' � 2. TEST ING, IN5PECT IONS AND 085ERVAT IONS: � - ARCHITECTI3RE " A. C4PITRACTOR SHALL PROVIDE COORDINATION FOR''SPECIAL INSPECTIONS OF THE D. UNLESS OTHERWtSE NOTEO, USE STANOARO FRAMEO BEAM CONNECTIONS WITH STEEL " ' . ' � C�lSTRUCT ION (PA ID FOR 8Y ONNER) AS OUTI,iNED IN THE PROJECT BOLTS PER A ISC "MANUAL OF STEEL CONSTRUCT ION" TABLE 1 1 -a avo/oR n�sc s���E - PLANNING, INTERIORS " , SHEAR CONNECTION MANUAL W{TH A 325-N BOL7S OR WELbEO EOUIVAI.ENT SELECT � � . 5TEEL BEAM � ' ' SPECIFICATIONS AND LISTEO BELOW IN CONFOFtMANCE WITH THE PROVISIOfVS OF CONNECTION TO SUPPQRT 6DR THE TOTAL UNIFORM LOAO CAPACITY FaR EACH GIVEN ' RE� PLAN r-✓TEEL �EAM"RE� PLHfV _ , CHAPTER 17 OF TH6 UN I FORM 8U ILO ING CODE. SPEC IAL INSPECT ION SHALL BE BEAM ANO SPAN STEEL SUPPL I ER MAY SUBM IT ALTERNATE CONNECT ION OETA ILS y� - - WITH �X TOP PLATE WITH Main Office� Vail, CO, PROVIDED 8Y A QUALIFIED SPECIAL INSPECTING AGENCY AS APPROVEO 8Y THE I.00AL n I/�" m THRU-BOLT AT ACCOh�AN 1 EO BY CALCULATIONS STAIbPED 8Y THE REG I STERED PROFESS IONAt. I/4" WEB PLATE � 100Q S Prontage Rd W, #300 , 8U I LO I NG OFF IC i A(,. ` � ��� NEW S EL BEAM RE� PLAN 2'-O" (STA66EI� • � ENG INEER RE�ONS 18LE FOR THE CONNECT ION OES IGN FOR ENG INEER S REV IEW. t► WITH (�)-3/4~ m � Vail, CO 81657 � 8. THE FOLLOWING WORK SHA�� 8E INSPECTEO 8Y THE SPECIAL INSPECTOR: ��, WITH �X TOP PLATE WITH 1/2" m BpLTS. TYPIGAL Tel 9704764433 , ° E. ALL WELDERS SHALL HAVE :V IDENCE OF PASS ING THE AMER ICAN WELO ING SOC IETY " �� THRU-BOLT AT �'-O" (5TAGC-�EW � � Fax: 970 476A608 , � " � 1 . 50 tl PREPARAT ION - " STANDARD OUAL 1 F ICAT IONS TESTS AS OUTL INED IN AW5-01 .1 ' a` q 3/8" WEB PLATE , > Y � � � � � - EXI5TIN6 ROOF J015T i� . - a EARTHWt�RK EXCAVAT tON� F ILL ING ANO COMPACT ION BELOW FOOT INGS F• M IN IMUM WEtDS TO BE PER A tSC TABIE J2.4 8UT NOT lESS THAN 3/16" CONT INUOUS� � WITH 2X4 NAILER �� TYP �� �� f a� , Denver Office � FILLET UNLESS OTHERWISE NOTEO � ' , 2. CONCRETE EXISTIN6 STEEL ij �-�� � �� , , 1617 Wazee Street, St.uteC2 , - G FOR ALL BEI►M/COLUMN OR BEAM/BEAM CONNECT IONS, PROV IOE HOR IZONTAL SHORT BEAM �1 3�4" _ �'-�" I?enver, CU 80202 ' o. THE TAK ING OF TEST SPEC IMENS TO OETERI�INE CObPRE551 VE SL�TS IN CONNECT IpV MEA�BER ONLY (WT-SECT IONS, ANGlES OR SHEAR PLATES). i� g/16• , , TeI 3Q3 623 3355 , . i Fax. 303 623 225Z ' STRENGTH. H. PROVIOE EPDXY-ANCHORS �OR BEAMS BEARINC ON MASONRY UNLESS OTHERWISE �EW STEEL BEAM �� EXISTING STEEL � f b. PLACEMENT 0� RE INF�CEMENT: SPEC IAl iNSPECT ION NEEO NOT BE _ RE� PLAN GOLUMN � CONTINUOUS, 8UT MU5T 8E DONE ONCE PLACEMENT IS COtiPlETEO AND NOTEO. � r LbX4X'J/8X3" info�?sraarchscam ` PRIOR TO CLOSING THE FORMS. ITEMS TO BE CHECKEO INCLUOE BAR (LON6 LE6 VERTIGAL) SHAP�D PLATE WITH wwwsmarchscom ` SIZE, GRADE, QUANTIT}�S, SPACING. LAP SPLICE LOCATIONS, EXCESSIVE � . PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY T4 WITHSTAND ALL I/�" m THRU-BOLT � " ' RUST� AND PRORER CONCRETE COVERACE. CONSTRUCT ION AND/OR WIPD LOADS UNT IL AlL F IELD CONNECT IONS ARE COtiPLETEO , AT �'-O" (5TA6GEW � � AND PERMANENT �ATERAL SYSTEMS ANO DECKS ARE IN PLACE � , 3. STRUCTURA� YYEID ING I I/8" ROOF SHEATHING • � J. STEEL FABR ICATOR SHALL NOT RECE IVE ADD IT IONAL COMPENSAT IqV FOR SHOP �� C � � O I Y � o. ALl WELDING SHA�I RECEIYE CONTINUOUS SPECIAL INSPECTION � DRAWING Tt�IE FOR ANY RE'✓iS10NS TO ERECTIpV DRAWINGS NOR FOR ANY REVISIONS ' � EXCEPT THE FOLLOWING: TO P tECE ORAWINGS PR IOR TO ENG INEER'S APPROVAI. OF ERECT ION DRAWING5 ' � ' ���� 1 .) WELO�NG OaVE IN AN APPROVEO FABRICATOR 5 SHOP iN , ' � , " � �,}• , ��_p• . ACCOROANCE WITH SECTION i701 . 7. METAL DECK � b THE SPECIAL INSPECTOR NEED NOT 8E CONTiNUOUSLY PRESENT - � ' � OURING WELOING OF THE FOLLOWINC ITEMS, PROVIOEO THE MATERIALS, A. UNLESS OTHERWISE NOTED. DECK SHAIL BE SHOP-PAINTED STEEI, SHALL BE OF THE � �p " - - aIJAL If ICAT IONS OF V4ELO ING PROCEDURES AND WELDERS ARE TYPE CALLED FOR ON THE FRAM ING PLANS AND SHAL.L 8E CONT INUOUS V`HERE BLOGKIN6 + � VER I F IED PR i0R TO TME START OF WORK; PER IOD IC INSPECT IONS ARE POSS IBLE `^ GONTINUOUS WOOD SHIM O O ` � ' . _ MADE OF WORK IN PROGRESS; AND A YtSUAL INSPECTION OF ALL WELDS � 51MPSON L550 AT �'-O" STEEL BEAM RE� PLAN ` � IS MAOE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP 8. OECKING SHALL BE INSTALLEO ANO ALL OPENINGS IN DECK CUT AND REINFORCED IN 3/Ib WITH 2X TOP PLATE � WELO ING, ACCORDANCE WITH MANUFACTURER'S STANDARO DETA I�S ANO SPEC If ICAT IONS EXISTIN6 '.!/8" tJEW f 1/8" ROOF WITH I/2" m THRU-BOLT 1 .) S INGLE PASS F I��ET VYELD5 N07 EXCEEO ING 5/16" IN S IZE. BENT PLATE SHEATHIN6 �_ Q • ' ` 2 ) FlO� ANO ROOF DECK WELDING. EXCEPT AS OTHERWISE NOTED. �� AT 2 O" (5TA66ERJ 3.) 4VELOED STUOS 4WEN USEO FOR STRUCTURAL 0 IAPHRAGM OR C. WELD ING REOU IREMENTS SHALL 8E AS FOLLOWS ANO SHOWV ON ATTACHEO TYP ICAL EXI5TIN6 BEARIN6 5TEEL BEAM RE� PLAN � ` � � • , COWPOSITE SYSTEM5. 1MELDING LAYOUT UNLESS 07HERWISE NOTEO ON DRAWINGS. ` SEAT, (FIELD VERIFY) � ' . !�' ' ° _ 4, ) WEl.DEO SHEET STEEL FOR COLD FORMED STEEL FRAMING 1 . ATTACH FLOOR OECK TQ EACH END SUPPORT AT 12 INCHES ANO TO EACH . �� I/4" WEB PLATE WITH , � MEMBERS SUCH AS STUDS AND JOISTS. � INTERMEOIATE SUPPORI AT SIDE LAPS PLUS ONE INTERMEDIATE POtNT WITH ' EXISTIN6 5/8""� (�)-3/4" m THRU-BOLT5, �.., OF ' � 5.) WELD ttVG OF STA IRS ANO RA IL ING SYSTEMS. 5/8" D IAMETER PUODIE WELD. PROV IDE WELD WASHERS AS REOU IRED. _ . ' ' ROOF SHEATHIN6 TYPIGAL ,��„ Q Q � 6.) THE WELDING OF REINFORCING STEEL LARGER THAN p5 BAR. 2 LONGITUOINAL JOINTS BETWEEN ADJACENT FLOOR OECK UNtTS SHALL 8E Z � ' 7.) THE WELD INC OF SPEC IAL MOMENT RES IST INC STEEL FRAMES. FASTENEO TOGETHER Al 36" MAX IMUM SPAG tNC WITH 5/8" D IAMETER PUDOLE ' �� '' " c. ITEM5 TO 8E CHECKEO ARE THE CERT IF ICAT ION OF THE WELDERS, WELDS FASTEN fL00R OECK TO PARALLEL ANO PER IMETER BEAMS AT 24". 4•�Q�- �0 5/16" �� �j � f O� 2 � � ` WELDING PROCEOURES, MATERIALS, VISUAL INSPECTION OF WELO SIZE, � � LENGtH, QUAL I TY, pUANT I TY ANO SPAC I NG 8. NON-SHR INK GROUT �p ` ` ` 3�4" = �''4" � � ;� , - _ 4 H IGH-STRENGTH 80LT ING A. NON-SHR INK GROUT SHALL BE PROV IDED: �` � � - '� 1 . BETWEEN COLUMV 8ASE5 ANO CONCRETE OR MASONRY SUPPORTS � n � � +o. VW ILE tHE Wt7RK IS IN pROGRE55 THE SPEC IAL INSPECTOR SHA�L 2, 6ETWEEN BEAMS aR BE�M BEAR ING PLATES ANO CONCRETE OR MASONRY ` . � �NEW STEEL BEAM RE� PLAN � ,�- V DETERMINE REOUIREMENTS FOR 60LTS, NUTS, WASHERS AND PAINT; SUPPORTS . WITH BEVELED PLATE WITH I/�" m . W � � � � � BaLTEO PARTS; AND INSTALLA7 ION AND T IGHTEN ING iN SUCH STANOARDS 3. CROUT SHALI BE COMPLETE AND HAVE A M iN rMUM COMPRESS iVE STRENGTH THRU-60LT AT ��-O" l5TA66EW - _ � ..� ARE MET, SUCH INSPECTIQNS MAY 8E PERFORMED �V A PERIODIC BASIS OF 6000 PSI PRIOR TG AODING BUILOING LOADS ABaVE. , Z� � � ' I N A C C O R O A N C E W I T H T H E R E Q U I R E M E N T S O F S E C T I O N 1 7 0 1 .6. T H E 3/B" 5 H E A R P L A T E W I T H � �, � SPEC IAL INSPECTOR SHALL 065ERVE THE CAL IBRAT ION PROCEDURES g, yyppp (?J)-3/4' m BpLTS � �� .�r � -- , - NHEN SUCH PROCEOURES ARE REQU IRED 8Y THE PIANS OR EXISTIN6 ROOF JOIST i J �� � � � ., SpEC I F ICAt 10NS ANO SHAU.�`MON I TOR THE INSTAI,LAT ION OF 80LTS TO A. ALL FRAM ING AND TRUSS LlMBER SHALL BE ORY OOUGLAS F IR, LARCH, GRADED BY WITH �X4 NAILER TYP RE+ PLAN �� � ' OETERMiNE THAT ALL P�fES OF CONNECTEO MATERtA�5 HAVE BEEN WESTERN W000 PRODUCTS ASSOCIATION AND CONFORMtNG TO UNIFORM BUILDlNG � �_12 - - - � ORAWV TOGETHER AND THAT THE SELECTEO PROCEOURE IS PROPERLY CODE AS FOLLOWS: EXISTIN6 STEEL SIMPSON A�3 (LON6 " - USEO TO T IGHTEN ALl 80LTS. BEAM LE6 HORIZONTAL) � -FLAT 51MPSON L550 � ` , F , ° 2" TH ICK - 4" TO 6" WIOE (WAIL STUD ONLY) STUD Fb a �00 PS I NAILED TO EXISTIN6 AT �'-O" ' , C. STRUCTURA� 08SERVATIONS 2" TO 4" THICK - 6" ANO WIDER NO Z Fb � 900 P51 NAILER AT �'-O" � g� , � � NEW STEEL BEAM EX15TIN6 5/B" ROO� � � 1 . STRUCTURAL ENG INEER MAY MAKE PER IOO IC 08SERVAT IONS OF THE 5 TH ICK - 5 AND WIDER N0. 2 Fb = 125� PS I RE, PLAN .' NEW I I/8" ROOF ° °. , - CONSTRUCT ION, SUCH 065ERVAT IONS SHALL N07 REPLACE REQU IREO NaTE� ALLOWABLE STRESSES ARE �iiN IMUMS AND FOR NONREPET ITVE USES PR IOR TO SHEATHIN6 � SHEATHIN6 ` y °, _ , , INSPECTIONS 8Y THE GaVERNINC AUTHORITIES OR SERVE AS "SPECIAL ALLOWABIE STRESS INCREASES. ' J � _ INSPECT IONS" AS MAY BE �EOU IRED BY CHAPTER 17 OF THE t!N IFORM 8. FASTEN ALL WC�OD MEtu6ERS WITH CQA�NON NA I�S ACCORD ING TO THE UBC � °', ' 8U ILD ING COOE. SCHEDULE TABLE 23- I I -8- t UNLESS OTHERWISE NOTEO. � � ' ; - - � - � - - . . 3. FOUNOAT I ON5 � C. PLYW�OD OECK AND/OR OR I ENTED STRANp 80ARD. �� �t ( O� � ;` A THE AI.LOWABLE SOIL BEAR ING pRESSURE ASSUMEO IN OES IGN IS 3500 pSF THE � • P�E� TH ICKNE55 SHAIL 6E AS SHOVW ON, THE ORAWING. APPL ICAT ION SHALI � � EXISTIN6 ROOF .JOIST , _ ' ' CONtRACTaR SHALI RETAIN A LICENSEO SOILS ENGINEER TO �NSPECT THE BE IN ACCORDANCE W17H RECOh�MENDATIONS OF THE AMERICAN PLYW00p „ WITH �X4 NAILER r . ' ° � � FOUNDAT ION EXCAVAT ION Sa1LS ENC INEER SHALL VER IFY IN MIR IT ING THE ACTUAL AS50C IAT ION. 3�4� a ���� STEEL BEAM RE� PLAN - , - � SOILS CAPAC f7Y i5 E�UAL TO OR GREATER THAN ASSUMED. 2. EACH PANEI SHALL 8E IOENT IF tE0 WITH THE GRAOE-TRADEMARK OF THE WITH 2X TOP PLATE ' - AMER ICAN P�YWOOD ASSOC IAT tON ANO SHALL MEET THE REQl1 IREMENTS OF WITH t/2" m THRU-BOLT U S. PRODUCTS 5TANDARD PSI LATES'� EDITION FOR PLYW000. ALl PANELS ' f ` � ' 8. ALL F00T INC BEAR INC ELEVAT IONS SHOVW ARE ASSUMED. EXACT BEAR ING VW ICH HAVE ANY EDGE OR SURFACE PERMANENTI.Y EXPOSED TO THE ' AT �'-O° (STA6GERJ ' , � � ELEVAT tONS SHAI.L BE VER I F I EO IN THE F i ELO WI TM ACTUA(. CONO I T IONS 8Y WEATHER SHA�� 8E OF THE EXTER IOR TYPE. * 3/8" X 3" X 8" PLATE � . - CONTRACTOR WITH APPROVAL OF SOILS ENG INEER ANO ALL 80TTOMS OF F00T INGS 3. FOR ROOF USE 1 1/S ' (60/48 SPAN RAT ING) EXPOSURE 1 SHEATH INC NA ILED ` EAGH SIDE L3X3XI/4 (LON6 LE6 �� � SHAI.L BE A M�N IMl1M OF 48" BELOW EXTER IOR GRADE. " " x EXISTIN6 GMU VERTIGAL) AT �'-O" � � _ KCV�SIO/1S: � , WI TH 100 NA ILS AT 6 ON CENTER AI,ONG PpNEL EDGES AND AT t Z ALaNG � EXI5TIN6 5TEEL WELDED TO NEW BEAM ` ' INTERMEOIATE SUPPORIS, WALL BEAM AIVD EXISTIN6 JOIST . P h 4. ROOF SHEATHING SHALL 8E INSTALlEO WITH THE FACE GRAIN PERPENOICULAR � _ D�$��'@ye� t " C. ALL FOOTINGS ARE TO 8E PLACED ON FIRM, UNOISTURBED� NATURAL 501L OR TO SUPPORTS WITH ENO JOINTS STAGGEREO . � 1 ` ' PROPERLY COA�PACTED BACKFILL. APPROVED 8Y THE SOILS ENGINEER. BACKFILL 5 INSTALI SUITABLE EDGE SUPPaRT 8Y USE OF PLYCLIPS, 70NGUE AND � , "peR1'1� O�� 3� . SHALL 8E COA�PACTED TO 957i (M IN It�UM) MOD i F 1 EO PROCTd2 DENS ITY PER ASTM GROOVE PANELS OR S0�10 WO00 BLOCK ING SUPPORTS. _ ` , , � , �� �� I /"1}� ' � ' , � 01557 UNI.ESS OTHERWI SE RECOt�MENOED IN THE SO�LS REPORT. I F SOFT SPOTS ARE :s ' • ` ' , , " ° ' �•/r `1 - , ENCOUNTEREO REt�OVE SOIL AND RECOtiPACT WITH APPROVED F ILL (RE: SOIL 10. NaN-STRUCTURA� ELEMENTS _ , -� � � � 3�4„ � I,_�„ - REPORT F�t OESCR IPT ION OF BEAR I NG SO IL). A. ELEMENTS SUCH AS NON-BEAR ING PART I T IONS, ETC. ATTACHEO TO ANO/aR r r " �� ' " � ` - � � � ' � � � � � 0. CONtRACTOR TO PROVIDE, AT HIS EXPENSE, FIELO O�NSITY TESTS ON C06PACTED �PP�TED 8Y THE STRUCTIRE SHALI TAKE INTO ACCOUNT DEFLECTIONS AND � � � ` � _ ° ` - � " " � - ` ` ` OTHER STRUCTURAL MOVEMENTS � " � ^ ' , -----__-___- - ' " - FII.L UN�ER FOOTINGS A MINIMUM OF i REPRESENTATIVE TEST SHALL 8E TAKEN . ' � • ' . � , _ FOR EACH FOOTINC. 8. FIRE PROTECTION FOR ALl STRUCTURAI, PARTS SHALL 8E PROVIDED ANO SHALL MEET , o �f -. , ` � ' � ALL CODE REQUIREMENTS FCR THE TYPE OF CONSTRUCTION SPECIFIED BY THE , ' ' -� ' � E. NOTIFY 501LS ENGINEER WiEN EXCAVATION IS CObPLETED SO THAT CONOITIONS MAY ARCHITECTURAL DRAWINGS. STRUCTIIf�AI STEEL MEIr6ERS SHAII BE CONSIDEREO ' ` _ � + a. X � � X RE� PLAN , , � BE INSPECTED PRiOR TO PLACEMENT OF ANY FILL OR CONCRETE. UNRESTRAINEO UNLESS OTHERWISE NOTED '� � � e ' � ' .� � � - --------- I 1/6" ROOF , -- i . - � o c� 5HE�4THIN6 � _ ' " , 4. CONCRETE 1 1 . GENERAL , , - - ' ` a �' r- i pt�lAt�j , A. A�� CAST- iN-PLACE CONCRETE SHALL BE MAOE WITH TYPE i/I I PORTLAND CEMENT, A ENGINEER'S ACCEPTANCE hUST BE SECUREO F�2 ALL STRUCTURAL SU85TITUTfONS. , � " • � � � PLYWOOD SHIM Q.�••""''•.�'10 . STONE AGGREGATE ANO SHALL SAT ISFY THE FOLIOWING REQU IREMENTS: • - , � i NEW STEEL BEAM ` � ,t�,�• G�g�FR ��2 , o Q3 RE� PLAN � ' �c, • � c� • � ` 8 VER 1 FY ALL OPEN INGS THRWqi FLOORS, ROOF AlVO WALIS WITH MECHAN ICAI ANO ° � � � � a ; Q' O:� - _ ' ' CONCRETE ITEM F'C M IX TYPE MAX W/C RAT 10 � A IR REQ. ELECTR ICAL CONTRACTORS. VER I F ICAT ION OF LOCAT tONS, 5 IZES, L INTElS AND � � ' ° I/4" BENT PLATE STEEL BEAM � �m � ` ' REQU IRED CONNECT IONS ARE CONTRACTOR'S COMPLETE RESPONS IB IL ITY � - � - � GONTINOUS TOP AND RE� PLAN WITH ' � ' � ZO ; 9E _ ' FOOT INGS 4000 ps i STO - - - - - - � ` � 5�6» TYF' BOTTOM WELDED TO �X TOP PLATE ' SLABS ON METAL OECK 3500 ps i STO 0 50 - - - C. PR IOR TO INSTAl.LAT ION OF MECHAN lCAL AND ELECTR ICAL EOU iPMENT OR OTHER STEEL BEAMS WITH 1/�" m THRU-BOLT '� ' •s MAX 1WIll1� SLUhP SHALL NOT EXCEED 4", I TEMS TO 8E ATTACHED TO THE 5TRUCTURE, ENG INEER'S APPROVAL OF CONNECT IOfVS 9/8" BENT PLATE AT �'-O" l5TA66ERJ • � . AND SUPPORTS SHALL BE OBTAlNED. UNLESS SPECIFICA[.�Y DETAILED ON WITH (61-1/2" m • ' ' 8. ALl CONCRETE W�tK AND RE INFORCEMENT OETA I�ING SHALL BE IN ACC�DANCE ��1TeCTURAL AND STRUCIURAL DRAWINGS. RESPECT IVE SUBCONTRACTOR � EPDXY ANGHOR5 i � SHALL FURN ISH ALL HANGEFS. CONNECT IONS. ETC.� REt�tJ IRED FOR INSTALLAT ION OF (4 I/4' EMBEDMENT) STEEL BEAM � � 1/4" BENT PLATE � WITH ACI BUILOING COOE 318 LATEST EOITION, UNLESS NOTED aTHERW15E. USE HIS ITEMS. IN FULL 6ROUTED GELLS RE� PLAN � � GONTINUOUS , , ' � STANDARD HOOKS FaR DOWELS UNLESS OTHERWISE NOTEO. AI.L EXPOSEO EOGES OF � (FIELD VERIFY) ' NEW STEEL BEAM , t � - � , CONCRETE WI�RK SHALL HAVE 3/4 INCH CHAMFER. D. PROVIDE ALL EI�EODED ITEMS IN STRUCTURE AS NOTED �V AF2CHITECTURAL, � " : I/�" MAX. RE, PLAN � � . � � - " MECHAN ICAL. ELECTR ICAI M10 STRUCTItRAI DRAWiNGS. M ISCELLANEOUS EMBEODED EX15TIN6 GMU m � � _ ° - 5. RE INFORCEMENT ITEMS ANO ANCHOR 80LTS 9�tAll 8E FURN ISHEO BY STEEL SUPPI IER AND INSTAt,LEO W'°'LL � � ��; � �� a 03/24�D3- , � - 8Y CONCRETE CONTRACTOR. 5TEEl. SHAIL FULFILI ASTM A36. ` � � " . A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMEO BARS CONFORMING TO ASTM - .. _ _ . ' A615, GRADE 60 EXCEPT T IES, ST IRRUPS ANO PLATE ANCHORS VW iCH SHALI 8E E. PROV IDE ASPHALT IC MAST IC-CDAT ING ON AI.L STEEL AND W000 EXPOSEO TO EARTH, i(1 ` � DEFORMED 8AR5, ASTM DESIGNATIOIY A615, GRADE 40 OR ASTM A706 GRADE 60. � � . ' - F SUBM IT SHOP ANO ERECT ION bRAWINGS TO ENG INEER FOR REV IEW OF ALL t � Project No. 600� , B. WEl0E0 WIRE FABRIC SHALL CONFpRM TQ ASTM A185 GRADE 6S ANO SHAIL 8E STRUCTURA� STEEL ANO METAL OECK. THE MANUFACTURING OR FABRICATION � tl/8" ROOF , i � ���_2X4 � LAPPEp ONE FUIL MESH AT SIDE ANO ENO SPLICES ANO WIREO TOGETHER OF ANY ITEMS PRIOR TO 1hNITTEN REVIEW OF SHOP ORAWINGS WfLL 8E ENTIREIY 6° SHEATHIN6 � � - , ' AT THE RiSK OF THE CONTFACTOR. _ 9/8" BENT PLATE , - WITH �b�-�/�" m �X4 WITH i/�° Q� �(SW�1 �; C�B A C. RE INFORCEMENT PROTECT ION: • � EPDXY ANGHORS THREADED ROD � � ' i . CONCRETE POURED AGA INST EARTH 3" G. WATERPROOF ING, VAPOR BAFR I ERS, ETC. . SHALL BE AS SHOWV ON THE � y (4 I/4' EMBEDMENT) SE GT(ON X-X C pL.4N� � � " 2. CONCRETE POURED IN FORM$ (EXPOSED TO WEA7HER � EARTH) 2" ARCHITECTURA� DRAWINCS IWD AS INDICATEO IN THE SPECIFICATIONS. IN FULL 6ROUTED GELLS s . ' r--, ' (FIELD VERIFY) T53X'JX3/Ib - _ ' �1@CI�C�I� - HS 0 REINFORCEMENT PLACEMENT AND TO�ERANCES SHALL BE IN ACCORDANCE WITH H ALL MASONRY AND STqVE VENEERS SHALL 8E ATTACHEO TO INTERIOR AND EXTERI�t GONTINUOUra SLOPIN6 STEEI.' � � - SECTIONS 7.5� 7.6 AND 7.7 OF ACI 318, LATEST EDITION." WAILS AS SPECIFIED IN SECTIONS 1403;6 4.2 ANO 1403.6 4,3 OF THE UNIFORM BUILOING . BEAM RE� PLAN , . - . � COOE. " ' E. NO SPLICES OF REINFORCEMENT SHAL� BE MADE EXCEPT AS OETAILEO � - TRE�P X3/Ib J015T5 � � �� ' AUTHOR IZED 8Y THE STRUCTURA� ENC INEER I . ALL O IMENS IqVS ON STRUCIURAL ORAWINGS SHALL 8E CHECKED AGAINST F IELO ANO �� � r f O� � � ARCHITECTURAL ORAWINGS. , 3��6 � � , ., ` � '� , , F P�ACE TWO �15 {PER 8" TH ICKNESS) WITH 2'-0" PRQJECT IqV AROUNO At,� OPEN INGS IN • , r 3/4" , I,_D• � � ` � CafVCRETE SLABS. AI.SO PROV I DE TWt� y5 X 4'-0" 0 I AGONALI.Y AT EACH CORNER �• CONTRACTOR SHA�L VER 1 FY ALL ASSUMED EX I ST ING CON01 T I ONS. 1 F CONO I T IONS , A STEEL GOLUMN t � � -� ( � , ARE O IFFERENT 7HAN ASSUNEO, NOT IFY �NG INEER , •• RE� PLAN WITH � � - , I/2" BASE AND � � , ; " K. SHOR ING AND ERECT ION/DEMOL IT ION SEQUENC ING ARE THE RESPONIS IB IITY 0� ' GAP PLATES � i � THE CONTRACTOR. REMOVAL OF COLUIoNS W I THOUT ADEQUATE TEN�PORARY ' r , ' � - Q _ SUPPORTS CAN CAUSE FAILIRE! � • < � � �SQ� _ S� C 1` f O�l � - vM Y k 3��� � ����� . � _ �j 1 , �u � ' � � C Z00� SMA ; , � � ��� . � _ � ' � - - - � � � ti .. . - � , , .. ^ - � e _ � � � r .. - ._, _ - - _ ��, �• _., , - , . . .. . - _ .. .. � � . - t � , ' ` � .. _ ` � . � „' .. ., ' ' � �� - - �,- ' �� � � " � � , , ^ � ` ' ` �� �,•� � - ' _ - ' - . - _ _ -� � >. . � � . , � , s, . �. ,, � . � ' ' .. � ' ti ._ . , " � ' � — ., , F .. ` . .., .� 1- � • 4 � - ^ ' , � ' I ` � � c r i ' S � ,A � � n _ � I ' � ' � • � N �. 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ROBERTO �4C�sUIRRE SE�ERBRG MAYNEW MONRO� a NEUIELL �3.� LOUJER LEVEL FLOOR PL�4N TO COMPLEtE TNE GEN�RAL, MEGHANIGAL AND ELEC'tRIGAL` WORK FC�R"� ; :- _ ,., -. , -p.�,=A`�.�? - � r r , - � . P � : � + ` IEXiST1t�Cs AND NEUJ� REMODELING TNE EXiSTING REBiDENCE AS SHOWN ON tN�.:DRAU11NCx5 AND� - ` � _ - r 36, BOULEvARD HELI/�TIQUE �4RCNItECTS ENCsINEERB, ING. ,43.1 M,41N I.EvEL FL001� PL�4N NOtED NEREIN. � . ' � � ° " _ � �° p� � ,_ ° N ` ` ` ' � � 1Zm� C�EN�VE 1�0m S. �RONTACzE RD � _ , � , ' . - - . ' _� � - � � . ` ' CEXIStiNCz .4ND NEI,U� � � , c .� �� _ ' �, , cJu�gg� SUITE 30m P.D. BOX 159't tUORK NOT IN tH18 CONtRACT C1�(.I.C.h GOORDINAt� WITN tNE OI�I�R .4NY' , - " ° < " - �` _ � ' f � " � �3.2 Ui°PER LEvEL �LOOR PLAN AND ALL ITEMS OR WORlG NG�7 fN THE GONTRQGT, WORK TO BE PER�ORMBp � �'-° ' ' ` ' " TELS.: 01t-�1-22-186-�Z60 �/QIL, GOLQRADO 81�05� AYON, GOLOR4D0 8i�o2(d - � � � ° � � CEXISTINCx ,4ND NEUJ) BY 01'NER3 OR BY OlI�IER AND ITEMB WNfGN IUfLL BE FURN(SHED OR € �� _ ~ _ � FAX: 011-41-Z2-722-18�1 TEL l9�(dl ��6-�433 TEL f9'�m) 9�9-'1'168 MBtALLED BEPARA'rE FROM TNE CONtRAG7. � . ' , , � - r . , ? y g a � ; FAx C9�m) 4�6-��08 �AX (9'it�) 9�9-405� � A�4.0 ROOF PL,4N IEXfSTINC� AND NEUJ� - . . _ � _ - - � . � � { AR��ITECTURE,� ± � ? � , CONtAGT: KURT SECsERBERC� GON?ACt: NANN�S SPA�N � A�.) ROOF pETAILS cooES, PeRrttrs� E8. tAXEB:'t�Er�ot�t ,a�.�. wor� Ta c.oNr-o�t wcrN �4J..L , pL��T�, ��4RS � ° �� � �� � LESLIE DAv(S A5.0 NEUJ SOUTN ELEVATION APPL�CABLE CODEB, oRV�Ht�ntcES, COYENANTS AND I.00�41. � - '' �- - - " ., -Y � , (NTERPRETAt(ONS THEF?,ETO. CONtt�ACTpR 3NALL OBTAIN AND PAY �OR � � � . � ° - � . °, . . A5.1 N�w u��st EL�YAttoN ALL NEGESSARY �EES,PERMftS AND tAXES.' � - . r "�-- Main tlffce: �V�il,���0� , �,° , - � . . ' ' 1000�S F'rontage Rd W,-'#304 � ` ' ` �6.m BUILDINCx SECTIDNS Qt1ALtT`r ASSt1RANCE: U5E �N ADEQUAtE NUMBER OF viCILLED WORlGf'1AN , � Va�1, CO 81657 { t ' `= � ; ` , _ . �4�1.m U1,4LL SEGTION AND DEGK D�T,41LS WNO ARE 7HOROUGHLY TRAIt�tED �4N0 EXPERIENGED IN tN� NECES.°�ARY " � � � Te1: 970.4764433 , _ . _ � CRAFtB AND UA-10 ARE GOMPLEtELY FAMIL.IAR WI'tN TNE BPECIFI�D 4 , � Fax: 97b.a�6.a�os� � • ` � , �5.0 DOOR � I.UINDOUJ SCNEDULES � DETAILS REGXlIREMENtS AND 7NE MEtHODB NEEDED POR PROP�R PERFORMANCE " `�' , � ' , � � � - ` y � �49.� LOUJER LEYEL REFLECTED GEIL(NCs PL�4N °� t�E WO�' _ � , - 'DenverOfficee „ � � � � ' 1b17 Wazee Street, Suite C2 ' ' � - � SCNEMAT(C ELECTRICAL PL�4N MANUFACTl1RER8 SPEGIFIGA'CIONS ,4ND tNDU51'RY-STANDARD:`f�RODUG7 � . � '� � Denver, t;0=80202 -�- . `� � ' ,49-) M,4IN LEvEL REFLECtED CEILINCs PL�4N NANDLING AND PROTEG7IC�N AND IN87ALLATION OF ALL MAtERlAL.3, Tel: 303.623,3355 � " ,�= " , t � � S C+�E M A T I C E L E C t R I C�4 L P L,4 1�1 M�����D ITEMS ,�1�tD EQUIPMENT t0 F3E IN S'TRIGX AGCORDANCE WItN � Fa�c: 303,G73.2262 '� , � . MANt1�AGTURER'8 OR 1NDt1STRY ACsE�IGY'8 LATE87 RECOMMENDAtIONB AND • j � - ' ,, -, � � �49.2 UPPER LEYEL REFLEG7E1� CEILINCx PLAN SPECIFICAtIONS. � � . , � ,� , _� ,infa@smxrchs.com`_ . . � ' -. � , , _ � � SCHEMAT(C ELECtRICAL PLAN ` " www.$ma�+ch�com:y , - �' � ' - . ' _ ���G���� SITE REvIEI�t: PRIOR 70 SUBMITTAL�TO StD, GONTRACTOR SNALL VI811' THE s"' A � ` ` � ' SIT'E, AND TOCsEtHER lUl'�N tNE Olt�lEiZ, rt'HOROUCsHLY IN1/EBTIGAtE EXIStlNCs , = , � CONDITIONS, SPEGIAL. REG�UIREMENTS AND PROCEDURES TO BE FOLLGWED. ' ` '` � "�` , " - ` ;' � 53.� 3rd L�1/EL FR,4MINC� PL�4N �IELD 1/ERIFY LIMITg OF CON3TRUCtiC�l. • � � ' ' ` , ._ ` ,� - � _ i� � � 3 " t . . � _ , . � — ' - 53.I 4tM LEYEL FR�MINCx PLAN ENY(RONMENt ,4ND PROPERTl': PERFORM Al..1, WORK TNRC�'sNOUT TNE � � . i j O -��uuo o � 53� 5th L�1�EL FRAMINCx PL�4N PROJEGT NECE88AR1' TO LIM(T POL�.UTION AND TO PI�OtEGT THE EXISTiNCs ' � a Y, + � i � � � ' � � 5�.� F�LOOR R�4MINCx DET�4ILS ELERME�NtB NO DESI�CsNA ED�FORREMOYAL. PxRO E NECE85ARY� � f ' ' � - ' -�`�� .3 Vf J� ' - t f tEMPOR�IRY COVERING, SAFE't1' GUARDS AND BARRIERS AS i�EGZUtREp., ' � ' s � , # 5�.2 ROO� FRAMINC� DEt�ILS _ ,r . .4 � ' , � �° ;Ty' _� � . , �� f � � � � �� � � CONTROL 61tE ACGESS. REMOYE DEBRIS AND WA3TE M�4T�RiAL ,48 tNE � ' � , � -. , s 4 ~ � � � � , , UJORK PROCsRE38E8. MAINTAIN tHE PREMI8E8 IN A NEAT, °�A�E r4ND CLE�4f�l' �,�" ' � • ����f , •, GONDITION. , , _ , ° , _ , , r . ` `�., - ' n ` ' . ° , i,� � � . � � - - u,� � c o . � . . * x ... _ ._ . } _�_ .�0., _ _ a , _ � .- -�. O�� O EXIBTINCs UTILItIEB �4ND CONDI710N8: LOGA7E ANU PROTECt ALL EXiBTING �(;' � ,,�, � Utl ITIES I . � , SAFE WEATHER-TtGHgE�vl{NG WORK MAINtAIN EXI871NG StRLtCTUt?E 1N A' , ,�► - , r . � � - , . �,�� .t, ,. ` ' '� r FIELD ENC�sINE RtNCs: PRIOR 70 CONSTRUGTiOht,,FIFLD 1iER(FY ALL ' - °A ° " �'"� � � X�,� �. `"!,,•� ,', `� - ` . _ . DIMENStONB ANI� ELEYAtIONB. 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V@RIR1'M�IELD _,. � `` �Qi6 MGIlEOnATL Gr1' C.AI!!'Et!ED) DIY DM6ION Fr �IN16F1ED PLOOR � � M�t MNitAGTUI�[!IV OH OVL�1lF6fYdb.OVE�AD ' , a� aR coNCma� c.arTr caeo�+�,r aie voas FA rn�e a.aar+ � �� ,.� �� �� ���a roz�a�s� � �� v�.sr. �a�.ionrr DE5IGNATED BY TNE OWNER FOR THE USE OP IUORKMEN. ' , . ;,��, � � ' E NJ1 .N.MM � C.IJ! GAST-M-PLAC! DDL OOUDL2 �DItlC Fl1l�DRIdC � �'�'� M.T MI�Jl8L8 TILE � !!�r !lEI�!'CIlCZD GOMCIlETE rIPL' bl'M �'n'?'I!1'R1'lIC.41.) VEBT VE511DLLa , , , . .� ", ,,�_ ,.,,r , - >� T F � AI.T I�1.TBlNATQ G.l. GA�T IItON aa L701JDLEACTINCi PL�. PHtl[RM'MOitA61�R NDR NEADER �„�� �„���, � �p�py� SYN 07f11F$TIG VM VIM'L - , ' • , � _ .. a. �u.u�+a�+ ca. caTa+eaenr ex eauet.e� ��c. �n�e Exrn�ue►+�caen�r un� �+ea�re eYe ever�r� v�a� vn�tn eaele TEMPOR.4RY ENGL08t1REa: - . . � rw. n,aea�ner oro�n,� rr� �aNr tee� � +�aui� �� PROYIDE 7EMPORARY• DlxS? AND DEBRIS� � AGJ. iY"�RIC.IW CONCIlE1E lG) CAULK l Mb1 DTA DOVQTAIL MICNOR ��1iG FN1S H�E CADR�T HTd HQATaYi ' ` ._ , .., , r , � NATIIUTE COR GlDAI! ON DOLLN FI°L Pll�f'LaGE H.v�AG IaEATIt�N�NTILATM6/Aqt MATL MATE1tlAL f� PR rA�R RE81L 11l61LIlNT VGT. VINYL CG�IrO61TION TIL! , -_ F , , , -, - i t ca�eiriori�w rw�c ru�cn�r� rrn. �a�. Rer �en�a,t vP. va�rrt.Pa�ac ENGL08URE8 ?O SEAL'' tNE WORK AREA FROM TNE REMAIND�F�2 OF tNE 41, !ua a�R�w e�etm�a o� c�.a ce��n�n es eaHerwr r.v�c. rn�va.v�c.aartaet r� r�cNawca. �a. �ewic eae R,a �n�r+aR vt vnan rt.e � r �. '. . a�uttcia cerr c�xT eier eRan� ir �nea+Neoor � ►�,avr eurr r+c, r�e�cn�rsusn+Er rJD. !'AI'ER TGI{�L D16PEN6ER �e� +�av��ee.Re�a�oN nc� rACKeoam v�uc. vn�m.nia��,coveRrro EXIBtiNG FAGILI7Y. PROVIOE TEMPORAR`t' ENCLOSUREB O� PL't't1700D �WD y . . � - T ;.="� : , - y � . PeNee� ° � ' AIAiC. N"RItlCdN iNeTi'NTQ OP G GWTIPIl1'R�R f6) DRdD CR!►M�DOARD �RT. FHl�-Ii�aIbT/WT TRHATEp � �� MED hEpA,1y1 PTJ! P/W�!TOILEL l�CEI''TOR RK R16F{T FlAND �L ���E VJ V-JOINT lED) PLASTIC MEMBRANE �v WORK PRC?GRE88E8 TO SEGUF2E AND PfZOTEG'C ' ' � f `` _ ` ' ' ` �-� ` AtEEI.GOIJ6TqUCTIOPI C1'I.T. C�Rf�}'ItG MOSAIG TII.E D T. DRAM?ILQ hJl.I. RIRi�-RETA!lDIWT NL. FIOLLOW CORE h� �R PAIt P4Ra.1.EL ROJLL RIdNT GF WAT N 1ELlMSION _ ,,. Y . ' ,, . , , ` axe�. a�e�crw r+Ara�aTa�maa�e aT. cERa�nc r��e � � Flx �ixruee w�+. ►+oLLau r�a. �ae. rarnc�e eoam R +aee�e �' �e,rtr�►n�ee 7HE SURFAGES tG REMA(N, 3UGH A8 JAMBS AND 80FFtT8 Ofi OPEN(NGS AND _ _ .. • ,,_ < y ��. �ow u�zor�ra. � �� r�ri �,aetma� �. �eooR e�M n �'4 weer uwnaecor FINISNED FLOOR SUle"'��+GES. °, ere�tuts e�uw c�+,er��e eu� eteauur� � �,ae�aa� �x ieooa Ka,rcN ` - � � Ab�TT1. �IdGW 60CI�T1'tOR T[BTMb C�4t C�IR01'1Mt IPLATED) Dt D1tlNtlN3�OIN�AM FLR FLOOR(INQ� �' EIO6E CID MJlD METAL RDOr DECKINOi I'ED PEDE6TAL � �� TNR T1�AlEbF10LD i{�M! WALLPArlR . i 1'Uc P9.tXICLE MTl'R. METAL NRltldCi !'M'fT I'AV�"QNT TI�K THIGK ME6�) � � , � � , ' _ �,_ AND MATEIQIAL.S GIR C�IlGL.E DJiI DlF'Id LLWTlR N1LW. FIOT WATER 1�.4TER UW. WALL 11�16 . • _ , , . _ _-- , Tr toi�r P.ore�e Wa.o� utr�u wau ro w,aL� r�rtPO2daY s��oRr� �,NC7 �Noa��►c. pROVIDE A1.L TEMPOR�RY � f�; ,�, ;,+,,�, � - n r�n�e te� �m r��wr �'+ � .ore e �. _ , ,e,�.a �►MERIGAND WI'M DIAA61U11l6 c.nec cn�ar�ce �.co. w.oae ciea�our nez r�uaru►+� � r�e�,a�e ro� iso. �a orexn� rrrx �a�.�r�a�rrma� iuc. wa�c�oeEr � BRACINCs BNORIhICs GUYWC� OR OtHER ME,ANB TU AYOID �XCES81 VE �� ..',�. , A�T CL CLEAN OUT FD. FLOOR DRAM NCL MCLIlD�lD),(MCs) ° AWa AhIERIC.MI WII�H mllA� � CLR CLEAJ!lAMCB) fA. I'LOOR LII� rM MILLMEIER f0) PEI! �T�'!! RA. R01Jdi�OAIlN TOL TOLERANGE � � _ ' ` J A!!G �R.AtJCFIORIlO! CLOS CLOlET FJ1°L. Fi00R PL�4T8 MO II�ORI'tATION ' U� U14TlI�OO�M6 . � _ _ ` ,sa. a�+ae eoi.r cx.e u.oaaeE p.uo�e a.uo�ec�xr �. �e�e a�ar,�R rwc n���waec P►+ �+aeE �ea. aeeeR eaee T+a roNa�aNC a�oave uue w�a�e+�RereL�r A 5TRE58E6 AND 70 MOL.D NEW AND EXIStfNG 9t1�il,iG1UFZAL-ELEMENTS IN - , ; _ . . , - ° r . _ „ ,�, M,�, �.s �.as� RT. �R TILE 7,� T�,�e�or, w, �►�,T� PLac�. DESic�rt A sYStEM u�-►tcN wILL sa�LY � a�EauatEl.Y ��rtr i, _ aroo a�oor�e c.�u c,ota war� �rr. K.ueF►,�oirrr iat, urer�u.l.e�er corrneACtae rnR nnamR pt.ae �..aenc to.c ta o�i�°�ec�e w�.wt. �m wRe rAeiac � GOLLAPSE OF ADJ,4GENT MA?ERIALfi-�4ND tlA-IIGH UJILL ('ERMi7 _� 'P '�.. � ,/ - �` "^ rY= , ` I� arro �e o v e D � co� coLU�+a e a e a u+ � �oorn� ia.o. naerau.m eY onaeRe , , F APP ArrllOXq1A?E C.OI'1D COI"IDINATION �t. EAGN FAGE !'IYGi f01l�ED WEU{. A�IEU.ATS lD),IICW � M'���� � 1'L.4 0 T I G�N A 1 H ORGL 6A!'ET1'dL/166 TAD. TOP OF DRAM UA�{D. UA�EL E�PIl�ER ` ' � ' ' � ' � � C O N S t F�.l G T I O N O F tHE WORlG TO THE ARRANC�EMENT SNOtU�t ON TNE ' ` ,�-` ," A R G� A I C H f T E G T!U I!/S L) ' GOf'A�T COh1PARR'�Ni l J l t l.e G 1 t W A Y I'D N F�O I�A T l O N NT INTL'ftlOR lOST 6AND8TONQ TAP 10P OR PO�OTM6 W WID7'H,WID� _ - . -., t- _ • , " cern� cor�roeroa rcor+rosira� rrr nowr�nrw �n. �.nte irtre ecH eaeEer� r�on ra�ar nada�ner DRAW(1�tCsS. -�,�-����� �. �IL1 AREA DRAN lLEC ELEGTICG!AL) !'R PRM1!!D),lMOJ N1M MTlAMEDIATZ AUT AUTQ1A11G COt'll°R CONp�I!!!6A[ED),lIONa,l�DLE) El". �LL.EGTRICAI..1'L�NELOOARD RtPR �'!lEE�PI�OOF NV MVERT(EDJ Mro �„�,1� PLY P{.YUIOOD �� � -, ' - . , _. , • � :;� , E fbl BEALMIT T.OJ'L tOP 01'1'LATE � , , � � _ A1Ri AYlROd� G� �� !lLIG !'LEG11tlG W4Tl1t GOOLlR RA I�ilS6F1 AIR MOV MOVADLE � �t E?G 6!'.4'�9r6 TA.PLY.TOP OF I'l.YYJDOD � : , . Ul�i, WAlD Qd.AEe E4 ELL'VATION f.1.0. 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