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B06-0255 plans
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RaF'.r«,us CiF�IGE � t?14 � t� �� G.5 Crid Marltmr � fantarix,�s 4�"12 -� s� BB W6�dau �'ap E.9 L�oor� ia� W5 Ftut1 Type 1N40L� ----�-- CAR�' �7 �� �cuEr c Morte�^ Ar�hitacts 2271 N. �rantc�ge Raad l�+�l. 5uita G, Vai t, Galorado St b�7 (q7Ct) 476w51D5 p� (��o) 47�-�-��o ��x �aritac�s: Juli� 5pinrta�o Lssah rtayer CC�N�"�2ACTC7R Lifi Constructior� 4C1�28 Niqhway 6 � 24 Pf.� k3ax �45q Avor�, CC? �3i�a2t? (q70) 74E�--�a422 ph (q7'0,} 748-���ii5 fc�x Gantact: Mikes amith �TF�UG`TURA�. �l��'rINE�R Monr� d N�x,vall �n�it�eers, Inc, ?4 Sanchmark Road, Svi�tees 244 PC7 F.�ox 15�i?, Avan, CG7 816�0 {q7O) q4q�-77�s8 ph ("q7D j �4q--4054 fax �antact: Ncrr�nexs r-apraeh DY�I� �ric Pailack c!o Mi�ter 5tre�� �'carinars, LL.0 3U33 �. ist Avartue, �ui�e 815 Denver, CO 8024b �t?NING: 'tW0-�J�IMILY Fi�SIDEt+IT1At, {lCGt1PANGY GROUP: R�3 CONSTRt1CTlON TYF�E: T�'PE V N.R. 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C7C'iC�t�M����� �' a' a :•.• � ► �C7C��"1�r���� � . � ���������� � � # A �,�„�,"� �.� �.rw �► w.111 ► , l. ► II I b ► � ' � �.�������� � � = ► � ::. ►� , � . ■i�C:��i���■ �r :i' : !.•.. �: ; � ►� " : .► ���C:•7�����■ �� :!.+. �: � M ► - :.► ■r�C7�����■ � ���������� .. �A� �i ,. �= �.► � � :. . ���������� � ���������� � �.■�.■�..� � ���������� � �����r���� � ���������� ��E�;�4;1� Nt�T�� 9. Dq NOT SCAI.E DRAWINGS 2. DATUM Ei,EVA'fION 900'-0" �Qt1A1.S FtNISH LEVEI, OF MAIN LEIJEL. 3. VF.i�iFY N.L t�tMENSIONS, CpNDITtQNS At+i�} U1'It�t1Y LCICATIQNS {3h17H� JOB 517� �R�o� �ra s��E�r���t� �m wawc oR o�a���t�� Arnr t�ax�r�w.s. r�o�ra�x �w ARCHI'C�C`f 0�' ANY t�}NFE.ICTS Oit l71SC��Pi4NCi�S IN TNE C}OCUM�NTS #MMEtifA'T�l.Y. 4. AREAS t}F CONFLtCTS QR t?ISCREPANCiES M11ST BE fU1.LY E2�St�,VEt3 WITH ►NRITT�iJ APPROVAL FROM TFIE ARCMITECT BE�O� CANS7RUGTlbN CONTiNUES lid r��s�t��. 5. PIAN p1M�NS[QNS FOR �lEW WALLS ARE Tfl FAC� OF aTTUD Oi� FACE t3F CONCREi'E. S�C71f7� ANq EL�1fAT1QN DIMENSiqNS ARE TO TOP AF C(3NGRETE WAi.t., BO"CTpM t}� FYKITING, TOP Q� PLYWQ01?, qR T0� OF WAl.L pLA'I�S � BEAMS UNL�SS QTH�RWIS� NOi`�D. EXISTING WAt.LS ARE qIM�NS(t?{�lED i0 FAC� t7F �iNISH. 8. AREA {}F WORK SFWWN ON 'f�#� PkANS R�F�RS'i0 TH� ARCtiITECTIiRA�., STk7UCTURA€. ANL? LRNDSC�tP� SCQPE CtNLY. INT�IOR [IESiGI� SCE?P� IS NOT � E?P INGI.t!!?ED IN TH1S DRA1NtNG SET, 7. At.t. LANf?SGAPE VYflRi4 SFIALi. flE PERF4RM�Q BY A DESiGN/�UiLD COtVTRACTOR APVD CUt?RDINAT�D BY TH� C�ENEFtAI, CQNI`FtACT(1R. 8. AI.L Ei.�CTRICAL ANt1 MECHANtCAL WC3RK SHALL BE P�RFpR�iIED BY A DE81Gt+�BU1LD C4t+tTRAGiOR A�lD CA(JRI?INATED BY THE GEN�Fil1L CONTFtACTOR. 3. PR�VIDE At.i. NECESSARY BLUC}{iNG 1N STl1D WALLS AI�iD C�IU[�S. l.00A't4t)NS INCt,tlDE �Ui AR� Nt3i LiM1iE0 TO CEIliNG AND WAt.L MQtlNT�D FDCT'URES, CT'U TOiI�'t'S,1'f?ILET ACC�BSORlES, CARIN�TRY, C(3UNfiEFtTtN�S, SHELVES AN� cLi}S�F �{iD$. 10. COORp�iN1�TE At.t. EI.EC7RlCAi. AN� MECHANICAL FtXTURES TQ F!7 WtTHiN �EIL#NC, �f.QOR Afi1d WAl.lS SPAC�S. VERIFY LOCAi(ONS W1iN ARCNITECT OR IN7ECtlt}R D�BtGNER. 11. Ati. EXISTING Ftfi� RATER ASSEM81.lES A1' PARTY WAl.L SHAi,L R�MAiN I�t1RiNG CQNSTRUCi10N. ANY BREACH 0� FIR� i�AT�D ASS�MBLY DURING GONSiRUCTION SHA�1. BE �2EPAIEt�D T{� TH� SATISFACTION {}F THE LOCAL AUTHORfTIES (T4WN 4F VAII.}, '!2. IN TF[E EV�NT TFlATADDITIONAI. DETAILS OR GUIDMECE IS NEEn�Q BY THE CONT'RA{."tX}R FOR C,�NSTREl�T30N 0� ANY ASPECiS 0� THiS PRW���','tHE �� COt�f'RAGTOR SHAII.IMMEDIAI`FlY NO'�fiY TH� ARC#iITEC7'. FAILt1aE 7C1 GNE AMPL� NOTlCE SHAl.t, f2�L1E1t� AFtCHIT�CI' OF E2�3PONS16lk.fTY. 13. `iNE CqNiRACTUR S�fALi. BE RESF(3I�i5i8i.� �'(}R SAiiSFYING ALt AFPLI�AABLE RES Bt C{�ES AND OBTAlNING Al.L PERMl7S AN!? FtEQUIF�EC? NzPf20VAL5. 7HtS PFtOJECT !S GOV�C�iF� BY 7HE INi'ERNA7(ONAi. R�SID�Nt11At. COD�, 200� EpITi(3N. Gt?D�' CpMPLiANC� iS MANDA1'ORY. TH� C{}NSTRt1CIlON 13QCtlMENTS 8HAll. NOT iiERM#T W4RK 1'HAT t?i�S i��T CONFOi�i�tl Tfl AEL RELEVANT CODES INGI.UplNG AkL LbCA1. AND Ft�GiqiVAt. CODES. t4.1'HE Ct3NTRAC70f2 SHALL FlEL� �Qt?RDINA'i'� AND OBUAIN AFPROVAL FRt3N1 TH� N Ai�CHiT�CT UFi 4VGlNEER B�FUR� ANY Cl1T1'ING, NDTCHIN� QR pRllLING �iF ANY UR. CAST !Na'LACE CONCRETE, ST�EL FRAMING, Wt�?Q �RAM�C? B�ARiNG WAiLS pf2 ANY �7HER STRUG7URAL El.EMENiS WHICH MAY A���CT THE BTRUC7UI7AL INTEGRlTY t1� i'HE SUILOING. i5. TNE CON7RACTOR SFWl 1/�RIFY ALL �7C(STING GRApE5 PRtOR 1`C3 ANY 51TE WQRIC. 1B. TT !S THE INt'�NTAND MFIWING OF T#iESE [�t,'tiMEMCS 7HAT TNE CONiRACTOR AND EAGH SUBCt�NTRAGTOR P'RROVIDE ALL LAt30R, A�AT�Ri�kt.S, TRANS�OR'�ATION, t 0 SUPPLIES, EQUtPA+16NT, ECC. 70 COF�P1.Ei'E T1�[� WORK WITHIN'tNE RECOGNt7..�E'} STAI�I�ARC3S 4F'f#i� INDtlS�RY. t7. PRORttCT INFOt�IATlON SH�ETS AND C(}LpR �HARiS �OR AI.1. REQUIREA MAl'�FtlAI.S SNAL1. � PR4VIC3ED Tb ARCHiTECT OR lNTERIOR aESIGN�R PRIQii TE} �►����������.5. ��.������.�����5����������-►� �. ONE i"IM� TO ARCiiCTECi FQFi SEI�CiION CfF MATEFiIAl.:+AMPLES F{}R FINAL VERIFICA�'ION. THIS INGLUR�S, BUT IS NUF LIN{CtEQ �'0: STON� PAVE�S, WtNDQWS, t?OQRS, PAINT, R00� SHEtiKES, GUTTERS, AND DOWNS�OUiS, WC�Oi} FlbORING ANT} CARP�i; 18. C4NiRA�T{}F� 5HA11. PROVI� PR{?(� 0� WOR#(Eit'S {�MP�NSAi'ION It�lSURAhiCE AND LiA�iLCtY 1NSU�AIVCE TO THE �WNER. 1�. LiEN WAiVERS t�F ALL SUBCONTRACi'ORS 3NAll. BE PR�1/iDED Tt� 7NE Al2CHi'FE�T AT �AYM�N7" P�I210pS AfitD SUBS`CANTtAt,. GOMPL�'[!ON DA'T�8 �STA�LISh� BY RR�til'iEGi. 20. Af.l.'ii�ASH G�t�RA7ED BY'fHE f�ON7 RACTt�t {N'ILL � PIAC� tl� A S�CUl� 1"RASH CONiA►�NER PROVID�t? 8Y'iHE CONTRAG70R t�l StfiE AT iN� END OF EACFt pAY. z�. �.c�c�� �ac� ca� �. srr� u��m�s As �au�a� �o� r��wcor�s�c�cr�or�. 22. Ct)ORDtNATE Wi7H UTILiTY COMPANIES PR1bK TO SF�,CCTiNG QFFAN�? CAPPlNG � �rnu�r��s. 23. ALL NEW WA�t.S SE�iAx.L AL(�aN U�TEi �J(IS'i1NC WAL� S ANC} �tJTlRE WALI. SURFAC� ShfAU. R�C�tVE NEW F!NlSH Tt} MATCN. 24. StTE ACC��SS SHALt. CQMPLY WITH DRB APPROVED CbNSTRUCTiOF! ACCESS #�UW. ANY VARfATlONS SNALt. B� APPROVEQ BY TOV GOMMfUI�I'CY DEVEl.OPtut�NT. ��+�� "" c�� i�►o�� Q�cn.mc�� �. �ccav�� �t�w�a ��u� �s s�c� �rt �RC�R�cruu�►.�wa srnuc-�wu, d�w��s. 2. �XCAVATE PO}2TlON 41= £XTERtqR GRAi�E F`t?!� N�VY �Q{)RR ON L(}WE#� L�V�t.. 3. R�MOV� P�?RTIt�N C� NORTH WALL� ON L01t�R I.EVEL FOR DOOR AND WIN�W UpENINGS. 4. ftEM4V� �XG INT�RlOR COLttMNS AiV[i �£�?71NGS ON LOWER k.E1lE� 5. REMOVE �7CG MECkiIiNiCAL t1NITS AS PER D1B C��+ifRACTC�R. 6. REMOVE EXlST�NG STAiR TC) E.i)W�R L�VEI.. 7. FtEMOV� �(G 1NOOi? I��CK � FRC}N7 EN'IRY. 8. EXCI�YA7E PORTION OF GRAbE ALONG SOUiN WALL F{�2 N�W DRAINAGE AND WA'TERPROO�ING. Sl� 1. PROYIDE NE1iV S"iAINED CONCR� PATItJ AND WAL.K A�" FR(N+!'f ENTRY. 2. PROVIpE t�EW A�PNAI.T FARK�NG PA!} AS P�R T�V STMl�►ARqS. 3. FROVIt1E NEUY Pi.ANiING AS SNOVYN t7N DRAWiNGS ANp AS ARPROV�C} �Y Tt?V Di7B. 4. PFi0V111�' N�N STAIN�C} C()NCi2Ef� pATf 0 AND V1IAl.K A1' FtEAR ENiRY ON LUtNER L�V�L.. ���� w�.�s �t� �ountaar�o�s 1. NEW �ONCRE'iE FOUNDATICMiS /WD LQWER LEVO. FLOOR AS f�R �TRtlCTURAL SPECiFICATI{}��}�. 2, PiiOVI�E N£W W00t� SIDING 3. PRt�VIDE N�VI� S'C'UGGq WAl.L �INISN ROOFING AND WATEFtPRS�OFING �. �v��+v�a.��ns oF w��� p�� rn m� �nr��c� wAU.s,a�n �����As NECESSARY. 2. PROVI�E NEW FOUNQA710N DRAINS AL,ONG iHE S(}UTH E?Ci'EIi14R F4UNDAiIt�N WAI.�.. 3. .APP1.Y WATERPRp0�1PiG Tp ALL NEY{I CC}NCREiE FOUt�0A7i0N WALi.S. 4, APpkY WAT�RPROAFtNG Tt3 AtL CONCfi�TE �X7�RiAR WALLS �XI'4SELi pURit�G c��s�tu�a�a, �v��w LocA�c�s w�iE�n wm� a�cHrr�cr. �. R�AlACE WOp�1 SH+4K� R00� WfiN S'i`YLE, CflI.OR ANp SFfAP� TO MATCH �XtSTING AND ADJAC�NT PRQPOERTY. RQ� Si�iAll. BE INSTAU.ED IN AGC{?�pAt�iC�WtiH MEWi}�AC7E1Ei��"SSt�CIh�GATiC�AiS. 6, N�VU SK1'E.iiGF#T8 C1VER NEVY BA'fFi, 7.PRpVlC?E NEW FLASHItVC ANt} WAiERPRCKi�tt�tG AT ACL I�tEW SKYLIGHTS !�R MEWUFAGTt1REE�'S I�C(?MMEN[}ATiUNS. INSUlRTION � S�tLANTS L I�iOVIpE ANU INS7'AL! INSULATION IN NEW E7CiEx21t?R WALLS ANq C�tLlNGS AS R�t�UUIR�D BY TH� Tt3WN {�� VAIL ANI7 P�R H�AI' LC15S CIV.CUlAT14N5. 2. ALL INSl1LAii0N 15 TC? INCLUDE � VAPOR BAk�i2lER ON "TH� WARM SID� Ci� "TH INSE,tl.Ail4hl, F�RE� t� RIPS ANt7 8{-".AI.�D AGAINS`t'A!R 1NF�.7`RE4TlON. �. �u.c. �oaH�s nNO ��►s aROU�a o�a ���s, w�r�w Fw��s, �wa �.�c�rca� aur��rs sw�. a� �AC�� wr�� �i�����ss c�� �a.�,r �r�su��r�av. 4. Ali. lNSULATEfJN t15Ep SHAi.L 8E OF `iHfCKNESS SU��tC1�N1" i0 Ni��'C` R VALUES 3PECiFIED AF7ER lNSt�LATION HAS S�iTl�C;. a. PfiQVIC�� N�1N F�Ui+1DAi'IpN INSULA7iC3N IN NEVUl.Y EXP(3SEp AREAS t;�' FauN�a�ou w�.� �ro � o��r�t o� z�N. 1�. 5. PRQ111E7� SOUND �NSUUtT10N IN ALI, NEUY 1NALL5 &�LOORlC�Ii.iNG Gt�NB'i`RUCTION, ncr�as, w,r�rr�ows, �ir� a� c���r�r �. ��av��� wao� �r��io� oaoRS �s �� �r�r�wc� o�s��r��R s�c��catwNS, 2. PROVIpE ALtfMINUM CLAf� Wt3t7D EXTERlOR WINiX}WS BY JELI}-VVEN OR EQUAL. au. a���� w��aaw s���s sHa�� ic�c�uo� r�r�av.��� c�s�ct �c���r�. w� EGi�SS WINDOW SHAE.i. C�lMPLY WIiH IRG �t310 F4R SiZ� AI� OF'�RATl4N. 3. AGt.. IN`f��t(OR DOOR ANO WINDOW iRlt� SNAl..L �� P�R IPf�`�RlOR DESIGN SPEC#FiC,ATf(}�iS. 5. fti,t. INi`�WOR WAAa TWM! SHAl.l. B� P�i� l�F23{?R R�SIGN S#'�GFtCE1TfONS. B. A[.�. l�I�W W�NDR111LS SNA�.I. CUh11PLY WITH 1RC 1�311.5.6 Al. 7.,AI.I. NEW GUAf2DS SHAI.1. COMPI.YWI1'FI IRC R3t2. 8, N�,W WOt�D STAiRS 8�INISHES AS PQi DRAWtNCS SHALl. �OMP4 Y WI7H IRG R311.� GYPStI�i BqARD AhID PAlN7 9. PRt3ViC� Ntt. MA'iER[A1., k.AI�E2 AND EClUfPful�M' i'0 PE�OW'+�i t�,}MPi.�'t'� JC1B P�R SPECIFICA710NS ANp F� F'�.ANtS, iNCt.U[tiNG; * G'(pSUM BAARt.�, 7AI'� AND i3RM`M►�t.l CON�OUND * M�'i'A�. CORNER t�AD, SQEIARE * ALI. NA�..S � SAt�OPAP�R SA * LADDE�tS AM3 SCAI=�QLCtlNG. z.nu.,��u�s st�.t, �� �r��a wim 3 s�p�w�� co��rs a� �o��r co�our�o EACIi StWDED SMt7�itt. 3. N.L qUl`S@� CUftNERS SI-IAt,t. BE R�INWRCED WITH PROFIC� P�Ft lNTERlfilR t�si�►���,. 4. Ail lNSlDE CORN�RS SNAt.M. E,i� i�INFORCED WffN JOIM` TAPE. 5. W�U.l. FiNISN {1Np GtkfJR SH�1LL �� I�FR INTERIt3R I�S(GN S�C[FtCATICIN,S. 6, MOIS7URE RESISTANi` G'!'P'SU(N SI�#A1,.L 8� USED AT N.� WALL AlREAS IN ANa NEAR SH�?VVER {WD iU� Ali�iS. F1.t�R11� 8� T� FINISF�3 �. xrrct�� caeiN�rs, APPLIANCES AND COUNTERTOt'S BHAL.�. B� SP�qFiED 8Y (t�l''ER[OR 1}�S�GiVER, 2.1NT�RIt)R FINISHES SHALL � SPE�IFIED �1' Ih1TEftl(�t t}ESICRIER ANtl ARE Nd'T 1NGL1J[�D IN THlS SCOF+� {'� WO�tiC, 3. NEW MAT'�i21AI.S AT �ERI�PLACE SIURROUt�D 8MAl.L BE S�'ECiFi�O BY l�+I'i'ERiOR CiESIC�#ERAidD SHALL B� �f N�+I-COM9US�`IBLE MA`fERfALS AS REQt31FiED �Y IRG iABi..E Ft1003.1. 4. G�NE�tAt. CONT�iACTOR SiHAt.L C(�1MA'�E INSTN�.ATiON OF N.L INT��It�R NT FINIStiES. ����1�� ,. ����� �� ����. ��� S�►�. ����, ����� 9. �LE�TRiGAL SYSTEI�lS SflALI. IPISiALLED BY C�SIGtV-BUILD Cd1NiRACT4�2. 2. N,t, Ytil'�i�}C AT�3 MA`I�Rt�€.S SFIAw.t. M�ET (1�2 E7CC,'E� AL�. F�QUIit�+lEi�IT a t}F' 7H� ��na�n���crwccoo�. 3. GltOUNq �AUL�" BRl�ft� StlALL BE INSTAI.i,�D WHER� R�Qi11�D BY tADE AND AS iVflT�p ON PLAFtS. 4. REVl�V1t E�RIt?R GAS Ah1D k't�C'�'RJC Otti LET' I.00A't1C?NS IN FiELd. �V� MYI�Vd'9. 1. MECHANICAI,. SYSi'EMS SIHALI. INSTAt,i.Et} BY aESICN-8UA�3 CpNTRACTt?R. �. PROVtC?E ADDit'I!(}NA1. HLAT IN h(�W UF�R f.EVEL BEt}ftt�?!u1 AND Al.t, �C}4MS ON TH� LOWER 1�FVEl, 3, PROVIq� N�AT LOSS CALCl1lATtONS AN4 IAYt�lT TO TH£ OWNER FOR A1'pROVAt.. 4. PROVt[JE NEW BATti EXHAUST lN ALl, N�YV �ATHS ON i,t?WER LEVEl.. 5. 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ROf�F B�P.MS t�R PLr+�,TE W�t.<".-xHTS SH,�L,L, M?tiTGH EXI�aTINC� C?R .�RGHITEGTUi�fkL G. O�./ER FRp.MIN<"..-� �H�LL BE 2X6 Mfhl1MUM ANP �N,4LL E3E POSi�D PG%WN TO M?.Ihl TRU�5�5 C?N .4 .C'.-,RIR N�'lT TG? EXGEED 4,_O" >C 4,'_C7�� (iEa �T �) 14. ALL EXTEf21Qf2 GOLUMNS SHA�.L BE (3)-2X6 UNLE�� QTH�RWIS� NC.�TED. �� � __ __ � _ � .�ii► ``L-- _ • '� � � � � vi � � v tts e— 5t - C77 �j � .0 � p 4— � C "C3 � p � O � ll.. C�3 u') G? � Z � � � � � h- = =Ci O� NtJ)�4�>6�7 � C � :� O O C.i � � 0 .� � 0 a` �C ' . � � � �� � •� � � M � � � �{ � � � � � issu�� �a�: � �ar�: f'EG SUBMIT7'AL � 0812.t16 DRBSUBMITTAL 062�,d6 CpNSULTANT & PRICING 116 29.06 P�o���ss s�r oT 2� as ���n�Nr �s �� os SNEEiSCAl.E, 1J4"=1,-0° DRAWN 8Y: A{/N CN�CKED BY,� NS �� COPYRIGHT 20{76 MORTER AftGtITECT5 P.G. ��o��cr#: r�T� SNEET i1TLE: Rt70F �f?AMlNG PLAN 1 � � �� � <t � b- �'�'',, 0 ca 0 0 `-� � cY ao s� � 0 � c� 0 � n 0 r% � m O � a �: U s � f___ GENERAL NOTES i. LIVE �aaos usEO IN pESIGN: A, ROOF {SLOPE > 3:12) 80 PSF B, TYP ICA� F1.00R 40 PSF C, EXTERIOR DECK 1Q0 PSF D . IMP{7RTANCE FACTqRS CATEGORY t SNOW FACTOF2 f S 1 W I NQ FACTOf2 f W 1 E. W9ND 3 SECON[} GUS7 100 MRH F"ASTEST MILE $0 MPH EXPOSURE B �, LIVE LUADS ARE REQUCEQ PER C(7DE IF APPt�ICAB�E. G. CC}DE USED IN DES IGN; INTERNAT ItJNAL BU CL(� ING CODE , 2003 ED 11' !QN . 2. TESTING, INSPECT10N5 AND OBSERVATIONS: A. THE STRUC7URAL ENGINEER QOES NOT PROVlDE INSPECTiONS 0�' CQNSTRUCTIt�N. STRUCTURA�. ENGINEER MAY MAKE PERIf101C QBSERUATIONS 4F THE GONSTRUCTION; SUCH OBSERVATIC7NS SHAL� NOT REPL.ACE REQUIRED INSPECTIONS BY THE Gt�VERNING AUTHORITIES OR SERVE AS "SPECIA� INSPECTlONS" AS MAY BE REQUIREQ BY GNAPTER i7 pF THE INTERNATIC3NAL eu ��o � rvc coQ� . B. THE �OLC.C}WING 1M'7RK SHA�� BE INSPECTED BY THE SPEC IAC, INSRECT4R UN�ESS SP£CIFICAL�Y WAIVED BY THE $UILDING OFFICIAL. t, St? ! L PR EPARAT 10N 0� EARTHIhqRK EXCAVATION, PLACEMEN7 AND COMPACTI�N QF FII,L AND IN -PLACE DRY DENSITY Of THE COMPACTED FI�� FC}R CONFORMANCE WITH THE APPROVED REPORT. 2 , CONGRETE CONSTRUGT It?N o. PERIODIG INSPECTION 0� REINFORCING STEEL.. b. PERIQDIC VERIF1CA7101V ClF USE QF REQUtRED OESIGN MiX, c, CQNTINUqIJ� INSPECTION AT THE TIME FRESH CONCRE7E iS SAMPLEQ TO FABRICA7E SPECIMEN FOR STRENGTH TESTS, PERF{)RM SI.UMP AND AIR Ct�NTENT TESTS ANO QETERMINE THE TEMPERATURE OF TNE CONCRETE, d. Cf7NT INUCRJS INSPECT 10N OF CONCRETE AND SHt}TCRETE PLACEMENT Ft�R PROPER APPI. I�CAT i{7N TECNN IQUES, e. PERI{?DIC INSPECTION FOR MAiNTENANCE QF SPECI�IEO CURING TEh�PERATURE AND TECHNIQUES, � , sr��� �t�r,s-r�uc� �ara a. AL� WELD ING SHALL, REGE I VE Ct7NT iNUOUS SPEG IAL INSPECT ION EXCEPT THE FOLLt?WING. t. YVELD ING DONE IN AN APPROVEO FABR 1CATQR'S 5HQP IN ACCOROANCE W1TH SEC?1�?N 17U4.3. b, THE SPECIA� INSPECTOR NEED h10T BE CONTINU�USLY PRESENT DURCN� WELOING CiF THE FtJ��OWiNG ITEM5, PRQVIOED THE MATERIA�S, WEL[� IN� PROCEDt�RES AND QUA� IF I�A71C?NS {JF WE�OERS ARE VER [F IED PR IOR TC3 THE START pF V�C}RK, PER fOD IC INSPECi IONS ARE MApE {7F WORK IN PROGRESS; ANp A VISUA� INSPECTION OF AL� WELQS iS MADE RR lOR TQ COMP�.ET 14N t7F2 PR If7R T4 SH IPMENT OF SHOP VJELCi ING. 1, StNGLE PASS FILLET WELOS NOT EXCEEDING Sj16" IN SIZE, 2, WE�Q ING (?F STA IFZS ANQ RA IL, ING SYSTEMS , e, VER I FY WE�D F I L�ER MATER IA�S CONFt7RM TCl AWS SPEC 1 F ICAT i QNS AN[} MANUFACTURER'S CERfi t f ICATE {7�` �OMP� IANGE 15 REQU IREC�. d, PERIt?DIC INSPECTION OF 7HE STEEL FRAME TC? VERtFY C4MP�IANCE WlTN "tHE C}ETA It,S 5HC?YY�iVV 4N THE APPRCfVED �ONSTRUCT lQN DOGUMEN75 �U�N AS BRACING, STIF�ENING, MEMBER LOCATIQNS AND PROPER APP�IGATION {}F JOINT QETAILS AT EA�H CQNNECTION. e. VER i FY STRUCTURAI. STEEL. MATER tAL CbNFOf2MS TO ASTM STANDARQS SPECIFIEQ IN THE APPROVED CONS7RUCi'14N DUGUMENTS AND MANUFACTURER'S CERTIFIED MIL� TEST R£PORTS. f. PER I(}D I� VER iF ICAT 1{3N 0�' H IGH STRENGTH BOL'fS, NUTS AND WASHERS FpR CONFt?RMANCE it} AS7M SiANRARDS SPEC IF IED IN "CHE APPROVED CONSTRUCTIQN DOGUMEN75 AND MANUFACfiURER'S CER7IFIGATE OF caM�� «r�c� . 3 . Ft�UNDAT ION5 A. THE ALI.OWABI.E SOIL BEARING PRESSURE ASSIJMEO IN DESIGN IS 3000 PSF, THE CONTRAGfiC}R SNAL� RETAIN A LiCENSEO SOI�S ENGINEER i0 IN5PECT TH� FOUNDAT {ON EXCAVAT ION , S41 LS ENG 1NEER SHAi.L VER !F`Y IN WR IT ING THE ACTUAL, SQ i�.S �APA� { TY I S EG}UAL TC? (}R GREATER TNAN A�aSUMED . B. Al,� FOOT iNG BEAR ING EI.EVAT IONS SNOV►t�l ARE ASSUMED . EXAGT �EAR ING E�EVAT !()NS SHAL�. $E VER I F 1 Ef? IN TME �" I ELC} W I TH ACTUAL COND { T I ONS BY G4NTRACTOR WITH APPROVAI. OF SOI�S ENG {NEER ANp AI.L Bt�TTOM� QF FOt3T INGS SHALL. BE A M IN I MUM t}F 48" BE�OW EXTER i �R GRADE . C. AL� FOOT 1 NG5 AF2E TO BE PL,ACEp ON F IRM , UNQ { STURBED , NATURAL. SQ i L QR RROPERLY CC?MPACTED BAGK� f ��. , AF'PROVED BY THE S�1 tl.S ENG 1 NEER . BACKF i Ll. SHAI.I, B£ COMPACTED 1`C} 95i4 {MIN IMUM) MQD IF (EQ PRflCTQR DENS ITY PER ASTM D1557 UNl.ES5 UTMERWfSE RECQMMENC}EO IN THE SCiIt�S REPORT, IF SOFT SP{}TS ARE ENCQUNTEREO REMqVE St7l�, ANt? RECOMPA�T WITH APRR4VE0 FlL� (RE; SOIL ���o�r �c�� ��sc� ��T �aN �� BEaa �rvc so ��} . 0. �EN7ER A�� FOOT INGS UNDER WAE��S, CO�Ututti5 i�R GR if3 � INES UN�ESS NOTEQ Y� 07NERWISE ON R�ANS. E. CONTRACT�R TO PRQVtDE, A7 HtS EXPEN5E, FJE�O DENSITY TESTS t}N CQMF?ACi£D F f LL UNOER F'fJC�T INGS AND tNTER ipR S�ABS -ON -GRADE . F. N�?T i FY SC? I LS ENG INEER V4#iEN EXCAVAT ION I S COMPLETEQ 50 THAT CONt? I T I ONS MAY BE INSP£CTED PR1�3R TO PLACEMENT QF ANY FILL OR C4NCRETE. G. FQR St?iL C�RAINAGE REQUIREMENTS REFER TO S01[.S REPQRT AND CIVI� DRAWINGS, 4. S�AB ON GRApE A, THE PREPARATIQN 4F TH� SUBGRADE Ft?R 7'NE SLAB ON GRADE �NA�I. BE iN STRlGT ACGURpANCE WITH TNE PRCi,JECT SQI�S REPt3RT REFERENCEO ABCIVE, 7HE CONTRACTOR SNAI.� DIRECT QUESTIONS REGARdiNG THE SUBGRADE PREPARATIC?N REQU IREMENTS TO TNE GECITECNN ICAI. ENG INEER , B, MQV�MENT OF THE S�AB ON GRA€?E MAY CAUSE [}AMAGE T4 ANYTHING CQNNECTED Tfl BOYH 7NE SL,AB AND QTHER PORTI�NS tiF THE SUPERS7RUCTURE. 1501.AT10N C?ETA I�S FOR PARi IT 1C7N WAI.L.S, BASEB{}ARDS, P IP tNG AND C?THER ITEMS MAY BE RE4UIRE�. RE�ER 70 THE APPR�PRIATE pRAWINGS OR CONSULT WITH THE RESPONS 18�E MEMBER flF THE DES tGN TEAM pR IOR TC1 CC?NNECT ING 17EMS TQ BOTH THE S�AB 4N �RADE AND QTHEi� Pt�TiONS QF THE SUPERSTRUCTURE. 5, CONCRETE A, AL.I. CAST- IN-PLAC£ CQNCF2ETE SHALI. BE MApE WiTN TYPE f jl I Pt�RT(�AND CEMENT, STONE AGGREGATE AND SHA�I. SAT ISFY TNE FilLLQWiN� REt}U tR�MENTS: CONCRETE ITEM F�C M1X TYPE MAX W/C RATiO � AIR RE(?. FC1t}T {N�5 3{}0�? ps i STD – _ _ _ _ _ F4UNC}AT IC7N WALLS 300Q ps i SFD --- --- INTER I�R SLABS �JhJ GRAOE 300i� �s i STD (}.5(} --- �xre� �a� cc�r�c��r� (»») a�aa R�� sTO a.�� s�-a� ww MAXIMUM SI.UMP �HALL NOT EXCEED 4°. B. !F CONCRETE 5UPP�IER PROPC?SES USE OF FLYASH HE SHA(.� PR(?VIDE t7WNER WITH �ETTER INDI�ATING C4ST REDUCT(QN AT TIM� QF BID. THE MUDULUS t?F EI.ASTICtTY OF Rl,l. CQNCRETE SHALL EXCEEQ V►Ct .5 33 ?f'C (OR 57,OQ0 ?F`C NQRMA� WE iGHT CC?NCRETE } . �. CC7NTRACTOR SNAL� SAV4CUT QR TROWELCU7 JO iNTS {N SLABS tN� GRARE . J4 INTS V4 SHAI.L BE SPACED 10 FEE7 AND SAV,�CUT {}R Tf20WEi�CUT 1 f4 OF SLAB DEPfiH X 3/16" WIDE WITHIN 12 HOURS AFTER P4URING, CARRY AI.L S�AB REINFQRCEMENT THRC?l1GH J{} f NT , D, S�A$S, fC}QTINGS, BEAMS AND WA�LS SHAI.L N�T HAVE .tQINTS IN A NpFtiZC?NTA�. P�ANE. ANY STOP IN CONCRETE 4�RK MUSi BE MAC?E AT TMIRO POINT OF SPAh! WITH VERTI�A� BU�.KHEADS AND HORIZQNTAL SMEAR KEYS UNLESS OTHERWISE SH4WN . A�.L CONST�UC7 IQN JC1 INTS SHAL� BE AS dETA Il.EO OR AS REV IE4VE0 BY TME ENGtNEER. E. AI,L CONCRETE 1+�RK AND RE INFt}RGEMENT DETA Il. ING SHAI.� BE IN AC�QRDANCE WITH AC 1 8U II,Q ING CC1DE 318 C.ATE5T ED IT ION, UN�ESS NC7TED (?THERWf�E , USE STANOARb NC?OKS fOR OOWE�S UNC,ESS N{�TEq OTNERWtSE. AL� EXP4SEC3 EQGES QF CONGRETE N+I�RK SHAI.L HAVE 3%4 INCH CMAM�'ER . 6. REINFQRCEMENT A, ALL REINFpRCING SHALL BE HIGN - STRENG7H DE�ORMED BARS �ONFQRMING TC1 ASTM A615, GRAQE 60 EXCEPT TIE�, STIRRUPS AND PLATE ANCHaRS Yr#�ilCM SMALL BE DEFORMEp BAR5, ASTM DESIGNATI{iN A615, GRADE 4�0 OR ASTM A706 GRADE 60. B. WE�[3ED WIRE FABRIG SHA�L �QNFt�Rtvt TO A�TM Ai$5 GRAQE 65 AND SHAL� BE LAPPED ONE fU�L MESN AT SIDE AND END 5P�ICES ANI3 WIRED TQGETHER, C, REINFORCEMENT PROTECTION UNLESS NOTED QTHERWISE: 1. CONCRETE POUREO AGAINST EARTH 3" 2. GONCRETE POURED IN FORMS (EXPOSEd TO wEATHER OR EARTH} 2" 3. COLUMNS AND BEAMS {TIE BARS} 1-1/2�� 4, SLABS ANp WA�LS (NOT EXPOSE[} TO WEATHER) 3f4" 0, REINFQRCEMENT PLACEMENT AND TQLERANCES SHALI. BE IN ACCORDANCE WITH SECTI{1NS 7.5, 7,6 AND 7.7 OF ACI 318, �.ATEST EOITION, E. Nt7 SR�IGES OF REINF4RCEMENT SHALL BE MADE EXGEPT AS DETAI�ED OR AUTHflR{ZEO BY THE STRUCTURAL ENGINEER. LAP SFLICES, N4-IERE PERMITTEL}, SHA�L BE A MINIMUM Of 4$ 6AR DIAMETERS F4R #6 BARS AND SMALLER UN�ESS NOTE[3 OTtiERWISE. MAKE A�L BARS CONTINUQUS AROUNp Cf}RNERS. 7. STRUCTURA� STEEL A. AL.L STRUCTURA� STEE� SHALL CbNFORM T� ASTM A36 EXCEPT WIDE �'�ANGE BEAMS WHIGN SNALL C4NFORM TO ASTM 992, {50 KSI) AN[} EXCEPT PIPE CO�UMNS Y�MICH SHA�L �ONFORM TQ ASTM A5.� AND TUBE Ct71�UMNS T� ASTM A5t�0, GRADE B, I.AiEST E�ITIQNS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT NIS OPTf4N, MIS�ELLANEQUS EMBEDDEO ITEMS SHA�� BE A36 STEE�. B. ALL STRUCTURAl. BOL.TS SHALI. BE A325N INSTALLEQ T�D A M IN IMUM SNUG T IGHT Ct?ND IT I{7N. A�L ANCHOR BtiLTS SHALL CQNFQRM TO ASTM A307 UN�.ESS NQTED QTHERWISE. C. 5TRUCTURA� STEE� SHAL� BE DETAI�ED ANp FA�RICATED IN ACCC7RpANCE WITH THE �ATEST PRUV IS IQNS t}F A ISC �rMANUA� OF STEE� CONSTRl1CT IQN ." D. EXCEPT V4f°lERE QETA ILEO 4Ti-iERW15E, �'ABR ICATQR SHAL� SE�ECT S7EEl, CONNECT IL1NS PER AISC "MANUAL. (?fi STEEL CQNSTRUCTIC3N" (ASC}). TABLE ?1 -A AND/t?R AISG »SIMPLE SHEAR CONNE�iION MANUAL" WITH A325 N BOLTS {OFt YJELDEQ EQUIVALENT}. WHEN LC?ADS ARE NdT SH{3Y�N, SELECT CQNNECT IUN TQ SUPP(}RT 60°ro THE 7QTAL UN IF(7RM � LOAD CAPACITY PEF2 AI$C "MANUAL OF STEEL Ct}NSTRUCTION" FOR EACH GIVEN BEAM AND SPAN. E. A�L WE�DERS SNALL HAVE EVIDENCE OF PA5SING THE AMERICAN WELC3►NG SOCIETY STANDARD QUALIfICATlONS TE�TS A5 OUTLINED {N AWS - D1,1, F, M IN IMUM WELDS TC7 BE PER A ISC TABLE J2.4 BUT NQT �.ESS THAN 3%1fi" CONT INUOUS FILLET UN�ESS NQTEO OTHERWfSE. G. PRL?VIDE TEMppRARY BRACING ANp PRE�AUTIONS NECESSARY TO COMP�Y WiTN AL1� STEEL ERECTtpN STANDARDS AND TO WITHS7ANp AL� CONSTRUCTION AND %OR LATERA� Lt}ADS UNi I�, ALI. F IEI.(7 CUNNECT IONS ARE COMP�ETEQ AND PERMANENT LA7ERAL SYSTEMS AND DEGKS ARE IN P�AGE. $. NON - 5HR I NK GRt}UT A, hJON -SHf� INK GRQUT SNAL� 8E PRt?V IDED: 1, �ETWEEN COLUMN BASE5 AND CONCRETE QR MASONRY SUPPQRTS, 2. E�ETWEEN BEAM BEARtNG P�ATES ANO CONCRETE pR MAStiNRY SUPPORT5, 3, GR�UT SNAI.L E�E GOMP�.ETE ANC? HAVE A MINIMUM COMPRESSIVE STRENGTH OF 60C}0 PS 1 PR I OR TO ADp i NG BU I LD i NG �C}ADS ABOVE . 9. Wt70D A. ALL �'RAMING AND TRUSS i.UMBER SHALL BE �RY DQUGLAS FlR, LARCH, GRADED BY WESTERN WOQD PR�DUCTS AS50CIATION AN6 CC}NFORMING TO {NTERNATIONAL BUII.DING CODE AS F`OLI.OWS: 2" THICK - 4" TQ 6�k W1DE (WAI.L STllD ONLY) �TUD Fb = 70d PSI 2`� TO 4" THICK - 6" AND WIDER N0� 2 Fb = 9fY0 PSI 5" TH ICK - 5" AND WI[3ER N0. 1 Fb = 135(} PS 1 Nt}TED A�I�QWABLE STRESSES ARE MINIMUMS ANq FOR NONREPETITVE USES PR10R TO ALL.OWAB�E STRESS INCREA�ES. B. V+MEN PRESERVATIVE TREAfiEp I.UMBER IS REQUIRER �Y GODE A�L CONNECTIONS AND NAILING 5HA�i. BE ADEQUATELY GALVANIZEi3 (DOUB�E�IPPED OR BETTER), G. TREATED S 1 �� P�ATE �UMBER MAY BE HEM - F Ift , STRUCTURAt� �j t GRA�}E , p. PROVIQE META� CROSS BRit3�ING NOT OVER 8' ON CENTER FOR ALL 2X V�qOD JOISTS. SQ�ID ��OGKING BETWEEN ALI. J(�1SfiS AT AL� SUPPORTS AND ENDS OF CANTiLEVERS iS REQU IREt�. E, FASTEN ALL N�l?00 MEMBER$ WiTH C(?MMQR1 NA il.� AC�ORD ING TO THE IBC SCHEDUI.E TABLE �304 - 9.1 UNLESS NOTED 4TNERWISE. F, I.AMINATED BEAMS 1. ALI� �AMINATED MEMBERS SHAL� BE FABRICATED 4F dQUG�AS FIR �ARCH Afi 12 PERCENT MO ISTURE COhiTENT IN ACCQRDANCE WiTH 1M1i�L. 18. ALL S IZES SHOYwN ARE NET. 2. �AMItJAfiEO MEMBER SHA�L BE DETAILED AIVD FABRICATED IN ACCORQANCE WITH 7HE STRNpARD SPECIFICAT10NS FQR THE OESIGtJ AND FABRICATION OF STRt1GTURAL G�UE I.AMINATED TIMBER, �ATEST EDITfON AS PUB�ISHEQ BY AITC. 3. PROVIDE UNIiS CONFORMING TO A1TC 117, 24�V$, Q,F. FOR C4NTINUOU5 MEMBERS ANC3 CANTILEVERS ANI? 24FV4, p.F, �'�R S{MPLE SUPPORT MEMBERS, MEM�ERS SHALL BE DESiGh1E0 WITH ZERO GAMBER WiTH TOP SURfACE GLEAR�Y �TAMPEd ON EACH MEMBER. G. Pt�YWC}OD DECK ar,�/aR 4R 1 ENTED STRAND BOARO . 1. PANE� TH ICKNESS SHA�L BE AS SN4Y�1 ON THE DRAWING. APP� ICAT i(}N SHAt,L BE IN ACCQRDANGE WITH REG�?MtA+IENQAT IONS OF TNE AMER IGAN PI.YWQQD ASSOCIATION. 2, EACH PANEL SHAGL BE IDENTIFIED WITH TNE GRADE - TRADEMARK {3F THE AMERICAN PLYNA�OD ASSOGCATI{7N ANQ �HALL MEET THE REQUIREMENTS OF U.S. PRQQUCTS STANDARO PS1, �ATEST EDITlON FOR PLYWL�OD. A�� PANE�S 1ANICH HAVE ANY EQGE OR SURFACE PERMANENT�Y EXP{?SED TQ THE WEATHER SHAI.� BE 0� TH� EXTERi�R TYPE. 3. F�R F�.{}OR ING USE 3 j4" T�S�G STURO -!- FI.QQF� SHEATN ING G�UED AND NA #I.ED WCTH 10[} NA1�5 A7 6'� QN CENTER ALONG PANE1� EDGES AND AT 12" A�t�1G INTERMEpIATE SUPPORTS. 4. FOR RpQF USE 5%8" (4t7%2t7 SPAN RAT ING} EXP{}SURE I SHEATH ING NA Il.EO WITH 10D NAILS AT 4" C�1 CENTER ALQNG PANE� EDGES AND A7 92" A�ONG INTERMEDIATE SUPPQRTS. 5. EXTER It}R WAL�S SHALL HAVE QNE LAYER 4F 1 f2" EXPOSURE I P(�YV4t7(�p 4R QSB SNEATH ING NA i I,ED W i TH $d (QR t Qd ) NA 1 l.S AT 6�� ON CENTER A�{}NG PANE� EDGES AND i2" QN CENTER AT INiERMEDIA'TE �UFP4RTS, AL� PANEL EDGES 5HALL BE BLt?CKEO. 6, F�.t?QRS AND RQOF SHEATH ING SHAL�. BE INSTAL�ED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS wiTH END JO�NTS STaGGERED. 7, INSTALL SUITAB�E EDGE �UPPORT BY USE 0� PI,YGLIPS, TONGUE ANU GR40VE PANELS 4R SOL 1D 1hC�OD B�f}CK tNG SUPP4RTS. H. PRE�'ABR IGATED Y1K34D MEMBERS SHALL BE THE TYPE NOTED C?N THE (3RAWING5 AND 5HA(.L BE "BCI- Jt?IST" AS MANUfACTURED BY BOISE GASCADE CQRPORATION. A�TERNATES SHAI�L BE REV i EWEO BY THE ENG INEEt� . T(7 BE GqNS IOERED , AI.TERNATES SHA�L WAVE A �pAD GAPACITY IN �ENQING, SNEAR AND DEFLECTI4?N EQUA� TO QR GREATER THAN THE S62E 5HOV�fI ON THE D�AWINGS. WEB BLQCKiNG ANO BRiD�fNG TO BE AS REQUIftED BY THE JOIST �iANUFACTURER. 1. LAMINATED VENEER �UMBER MEMBERS SHAL� HAVE THE FOI.�OwING STRESS CAPACITIES: FB = 2$QO PSi, E= 2,0OO,OQQ PSI, FC = 750 PSI, FV = 285 PSi. BU II.T UP hiEkABERS ShlALL BE C4NNEG7EC? fN ACCC.�ROANCE WITM MANUFACTUR£fZS� t�ECQMMENDAT10�1S. CONTRACl'OR SMA�� HAVE THE QPTIpN OF USING 3 1f2" flR 5 � /�„ w «� r��r��E�s , 1C1, NQN-STRUCTURAL, ELEMENTS A. E�EMENTS SUCH AS N�N - BEARING PARTlTIONS, ETC, ATTACHEO TO ANO jOR SUPt�UR'fEi� BY THE STRUCTUR� SHA�L 1'AKE INTC} ACCCIUNT DEFLECT IONS ANO OTk-IER STR�i�TURA� MOVEMEhITS . B. FIRE PROTE�TION Ft�R ALL STRUCTURA� PARTS SHAL� BE PR(}ViQED ANR �HAL� MEET AL� Ct30E REQU IREMENTS FQR TME TYPE t�F COritSTRUCT ION SPEG f F I E[7 BY THE ARCH 1TEGTURAL QRAWINGS. �TRUGTURA� aTEEI. hAEivIBER� �NAL� BE CONS IDERED UNRESTRAINED UN�ESS NOTED QTH�RWISE. 11. GENERA� A. ENGINEER`S ACGEPTANCE MUST BE SECURED FOR AI.L STRUCTURpL SUBSTITUTIUNS. B. VERIFY A�L C?PENINCS THROUGH F�OQRS, ROC?F ANC� WALl.S WITH MEGMANICA� AND ELECTRICAL Ct�NTRACTpRS. VERIFICATIqN OF LC}CATIONS, SIZES, LINT�LS ANQ REQU 1RED CONNECT IpNS ARE G£INTRACT4R'S C�7MPLETE RESPONS IB 1�. ITY. C, PR IOR T{a INSTA�LA710N OF MECHAN ICAI. ANO EL,ECTR ICA� EQU IPMENT OR OTHER ITEMS TO BE ATTACHEa 70 THE STRUCTURE, ENGINEER'S APPROVA�. OF CONNECTI{}NS AND SUPPORTS SHALL BE OBTAINEO, UNLESS SPECIFICALLY DETAfL,Et? ON ARCMITECTURAI� AND STRUCTURA� DRAWINGS> RESPECTIVE SUBCQNTRACi'C7R SHALL. FURN iSM ALI, HANGERS, �ONNECi IONS, ETC, , REQU {RED FOR INSTAL�.AT ION (}F HIS �TEMS. Q. PROVIDE Al.i, EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURA�, �ECHANiGAL, ELECTRICA� ANp STRUC7URAL DRAWIt�G5. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHAI.� BE FUF�N ISHE� BY STEEL, SUPP� (ER ANt3 INS7A�l.EO BY C�NGRETE GdNTRACTbR , STEE� SNA�.L FUI,F" 1 Ll. ASTM A36 , E. PRQV IDE ASPHAI.T IG MAS7 IC -Cf7AT ING QN AI.L STEEL ANO WC70[} EXPtJSED TO EARTH , F. SUBMIT SHQP ANO ERECTItJhI ORAWINGS 70 ENGINEER FOR REYIEW OF ALL 5TRUC7URA� STEEI� . THE F�ANUFACTUR ING t7R FABR ICAT It?N C?F ANY i TEMS PR IOR Tt� VtR ITTEN REVIEW L?F SHpP {7RAWlNGS WILL BE ENTlREI.Y AT THE RtSK OF THE GONTRACTOR. G. WAT�RPROOF i NG , VARC}R BARR 1 ERS , WA7ERSTt3F' , ETG ., SHA�� BE AS SH�VV4t�1 ON TNE ARCHITEGTURAL DRAWINGS ANp AS !NDlCATED IN THE SPECIFICA7IC}NS. H. ALL A�ASONRY ANO 5TONE VENEERS SHA�.I. BE ATTACHE[? TO INTER IQR AND EXTER (OR WAL�S AS SPECIFtEO IN SECTION 1405 QF TME INTERNATIONAI, BUI�DIN� CODE. I. A�L DIMEN51�1N5 ON STRUCTURAL DRAWINGS SHAL.L 8E CHECKEQ AGAfNST FIE�D COND 1 T I ONS AND ARCH I TECTl1RAl �RAW 1{VG5 . J. CONTRA�T(7R SNALL VER ! FY A�l. ASSUMED EX 1 ST I NG COND I T 1(7N5 , i� CONp i T i t?NS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. � EXISTINC POUNDATION WP.LL AND FC'�C�TI N..�"'� �„ #5 X ��i4T I�_O�� � EF'OXY-DC7WEL 6" C7EEP INTO �X15TIN� FC7C7TIh1� � (3)-�5 HC?R�ZC7NTfi�L #� ,e 4" �LAB-PN-�R,�+PE �' WITN 6X6 L�1Z.IXW2.1 W.l^l.F. * •4 x�����x��Q *�� �. � +"ro�a�p d'. � �¢�`P� a0�6an ,.�06 � ' .a 4 p ` ,� c,U.. <� o c�U.. � • o ,v., � �• . ' #5 ?C �`� f�T I'-O�� � 4„ i �_�,,, I'-C?�� � 2X Ti2EA�.T�Li WITH 112°4> X ID" A,h1�HQf2 BOLT AT 4'-O" St1P 5hlE�T 4" �LA�B-C�N- +�F�,f�C?E V`tiTH 6Xfa W2.1}�W2.! W.W.F. qC�,_ia�� ,�. �XTERIC?R �RA�pE u ', a Z � 0 i tl' � �. 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SITE �OCATION � � � � ( � � � ��.�_,..�,��_...�,�........�..��.u.w,�,o- .....b..�.._... � t 1 � 1 f � Y; a ' ' '�., f�-.,�.... '� ,, ` � �`' € � �sr .�.�..o,...,m ...............�..�.�.,_.....:�,,..-,.�...,.,.......»_..o..,�,�,.,..�,._._. .,........� .......�..�.....,.......� . -,......�. y �fY `�'`':. � { ' �`-.>, � T o,.. .. SECTION 12 ,' "'o, � °`,"�.?`' `�•.� £ � TOWNSHIP 5 SflUTH ��` � �i...-� ``''1�� ,�''���`� o RANGE 80 WEST, 6th P.M. ��,,Y�' ,£ ,,�^``i; � `�f ��� `Y�, i :� � �".}-�.j"= 1NDICATES AN EVERGREEN TREE WITH IT'S TRUNK DIAMETER. %����� ��t� .'�� 1NDlCATES A DECIDUOUS TREE WITH iT'S TRIiNK DIAMETER. '1)���\F � / � / � � � � ,� � � � � SQ pr ST���� \' '`. ! { `�./ '� c�d 5 , � { � / �-' �`���: � �� �� � � �� i _ ' �i�.- � � y ,r� � �� � � AREA IS DISTRUR SECT. 11 SECT. 12 `;, � ... � � ._ � _ _ ,_ .,. _ � _ _ _. _+� �.� SECT. 14 SECT. t3 k —� �� (UNDER CONSTRUCTI VICINI TY MA.P � � _ �"'°"" FOUND No. 3 REBAR WITH WASHER SC.4LE: 7"=5t?0` � � � L_S. No. ILLEGIBLE POENT QN LiNE � � � � �� (ELEVATSON = 8439.2') � (PRQJECT BENCHMARK} �EGAL DESCRIPTIQN: � �OT 3, BiGHORN ESTATES, A RESUBDIVISiON OF LOT 10 ANQ 11, ACCORDING Td THE PLAT REGQRDED FEBRUARY 25, 1972 / IN BOOK 233 AT PAGE 235, TOWN OF VAIL, C4UNTY OF EAG�E, STATE OF CQ�ORADO. � � .,. , � �� � , GENERA� NOTES: / L.C�T 2 Q3� C,�� �,.� �� / f ¢�„ �� ,,`•y�Y 1 DATE OF SURVEY: MAY 12, 2006. f '�� �� .+�� 1 ,�� �(C �� :°r 8`�4 2 BASIS OF BEARINGS: FOUND No, 3 REBAR WlTH ALUMINUM CAP, �.5. No, I�LEGfB�E MARKING 7HE 50UTNWEST ��'1 � �. l' CORNER OF LOT 3 AND A FOUND No. 3 REBAR W(TH ALUMIhlUM CAP, L.S, No. ILLEGIBLE MARKING A POfNT pN � �� �C�� THE WEST LINE OF LC?T 3, BEING N44'17'30"W — 85.15' (SEE ORAWING}, ��� 3 PROJECT BENCHMA�K: PROJECT BENCHMARK: Z280 USG5 BRASS CAP 1951 — ELEVATION = 8605.90' NGW 29 SE7 PRQJEGT BENCHMARK ON No. 3 REBAR ALONG THE WESTERLY �Q i LINE OF LOT 3 ELEVATIQN = 8433.2' SEE DRAWING . � � "'' r'� , { ) .�� 4 THE 100—YEAR FLOQD PLAiN SHOWN HEREON IN !75 APPftOXIMATE �QCA710N, DERIVED FROM FIRM TOWN OF VAIL \�� BOULDER RETAINING �g� I� �. �,'---, COMMUNITY - PANE� Na. 080054 0004 B AND GORE CREEK PRO�lLE WALI. (TYPICAL} �, �4 �2 , / �' t�` . SHEET 42P. � o, � '�°% � �,;�, � �BUILDWG� TlES ARE INOICATED IN PARENTNESIS XX.X' . � � � � ` � � �� 5 t ) � �'` "' -- ...,, (�"",. I � � � � "" � t �;'-`; � " ' � t � � `�,.. ?;� 1 f� •,�, � � � , �� 6 PEAK �AND SURVEYING, INC. DID NOT PERF�RM A fi1TlE SEARCH C7F 1HE SUBJECT PROPERTY TO ESTABL;SH j ,��,� �,. ,,.�-r' 32, � � e OWNERSHIP, EASEMENTS OR RIGHTS—OF—WAY OF RECt7RD. RECORD DOCUMENTS UTI�IZED IN Tt-31S 1MPROVEMENT � � �`�� ��° �,-�f 7` �'� � x � ��4� SURVEY PLAT WERE PROVIDED BY L.AND TITLE GUARANTEE COMPANY, ORDER No. V50012291-5, L1ATED JANUARY 31, ��\ f qsA '"�''��,�� { �� � 2006, AT 5: 00 P.M. � � „� �`a ��� A�9/� <� �`�`��' s.> "m"�� �,�, ." ` � rvaT�c�: 'r �� k�tic ,��;��-���°� � � > � ACCORDING TQ C�LORADO �AW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY OEFECT IN THIS �URVEY FOUND No. 3 RE$AR WITH WASHER \ �� f` ..-�'". •.��,,�' �� �� 4 E^/ . � L.S. No. I��EGIBLE �=, _� � : �,%. ,� �� ��� � � 1 �op0 WITHIN THREE YEARS AFTER Y4U FIRST D►SCQVER SUCN DEFECT. IN NO EVENT, MAY ANY ACTION BASED EIPON ANY / .. ,�: REP�ACED WITH No. 5 REBAR ��' � • • ? � '�� � � � ` OEFECT IN 7HIS SURVEY BE COMMENGED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICAT{ON SHUWN HEREON. � � :� ..• ��"� �'• " �`� '�`�� ��-- ANd ALUMWUM CAP, L.S. No. 27598) :� �s! . . .;�' �� � cr� `,,F , . �"``�-�_=,��aj�% � �"` . . R �,�° .. y�_ � � � � �� , 8� � .� .- . . � C%� �AR . :: . . �: ".��� ^�``'.`,..� � ` `. �.� � �,r . � � �. � ,�� ,� - . z � .�s'i : .- � � ``,��,��m. �. �_ . . ,. . . � i` . � �� �4� 1�°' ��'� . .. . . :. � � • � � -�'� t ;��.,�-ti,�� � . . �'' �,` � ' ,' ' ,, . . , � -�, IMPRQVEMENT SURVEY PLAT CERTIFCCATE � �. . . � � . . � � . . . .. . " . . f'„. � ��� '�4 � � {±� / , • £ � �� � t _ '�M i MEREBY GERTIFY THAT TH1S IMPROVEMENT SURVEY PLAT WAS PREPARED F{7R LIFT LLC, THAT ,,� �V� ��`� � s��S " IT IS A LAND SURVEY P�AT AND 1MPRQVEMENT SURVEY PLAT AND THAT iT GQMPLlES WITH THE � �� .' ��..:.' .'�' �.� � _f' � ,� ; $�( . '`. ��"' �.�.... . �, � _.,� y RtQUIREMENTS OF CRS 3$-51-106 AND CRS 38-51-1Q2 (9}. '�,r� �O'Ra L,G� `� �� �/~�''u �� �� 0. 1 FIJRTHER CERTIFY THAT THE IMPROVEMENT5 4N THE ABOVE DESGt�IBED PARCE� C}N THIS ��`i� �'.,,, � �`� � ``'�.o dATE, -0S f T 2/06, EXCEPT UTILITY CONNECTIONS, ARE ENZIRELY WITHIN THE BOUNQAR�ES QF THE � �� `� „� 8 4$ � � _ � �' PEAK LAND GU�ISULTANTS, {NC. PEAK �AND SURVEYING, INC. 970-476—$644 FAX 97Q-476-8611i 1Q40 �ION'5 RiDGE �.00P VAi�, CO 8i657 PARCEL., EXCEP7 AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPQN THE DESCRISED � �. Q� �� PREMlSES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDiCATED, AND TNAT � '`� .,, �' .� °�f THEP.E ES NQ APPARENT EVID _#.��} R SIGN OF ANY EASEMENT CROSSING OR BUR�ENlNG ANY '"`.,� �"` �` PART OF SAID PARCE�: E����"�� , ED. � � `� ti i�7���-%�Q{��}V1i - 56.267 �' `"'� � �=f� ����" ���``���°� .`�°��'� ; � � � '� �' � / � �� DATE: ---------- � �� �` � � �� i �=_____�---------- � ���� � E�''1" BIGGS �� j �� COLQRA00 P.L.S. No. 27598 /���� � `� � ��:� e°s ���' � DEPt�SITED TH15 -------- QAY OF ______�_______, 20-----, AT ------- �N BOOK EAGLE GOUNTY SURVEYOR'S I.ANQ 5URVEY P�A7'/RIGNTS—OF—WAY SURVEYS AT PAGE ___.____, RECEPTION No. ---------_---_----. l� ��� `� ~' �. SET 2.�' 4M.C. No� 5 REBAR �' �, WITH ALUMINUM CAP ^'` L.S. Na. 2759$ -.. �. �. ti �. �. �•. � � � �.. �.. � � . . . . . . \ . . � � ` � "` � �., \ � �•. �• i. ,.; �••,,,��.. '`� .�"' `*.. ` � ` `" -.. .� -,... . _ _ _ �.. _ �.QT 3 BIGHORN SUBDIVlSIdN FOURTH ADalTI4N - -._........_ ...-- {TYPICAL} UNQERNEATH DECK � � �h � � .. a4 �• l 3�. „o �?.,�. q � r' � ff ` � h a`� FOUND No. 5 REBAR w��rH a�.u�irvur� cAP L.S. No. 26626 ~```�.. ��� SET t�o. 5 REBAR WITH ALUMINUM CAP �.S. No. 27598 _.,i,�i-` � � . 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