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HomeMy WebLinkAboutVail Village Filing 5 Block 2 Lot E 2004.PDF �...�.,,�.�,..� ,r"'� i .,,,-r� ---�'-----..,� f Y "----'•.."�'_ —� _ --- -- - __ � , � _ ' . ' �`^.,�+,._ f /^ y � ` � r -- '� � » ` ,� � � �«...—%+�.r.'h a�t ._.� r _ - � w...`�sm•� i �� _ 1 � t _ __ _,,,,.1 ± � � i _ �'�,,,� _ � =,.:,..� � _ /� \ °"+rr�„F, i l _ \ � i' � ' ` - � %�� _ � ro j�ct tea m - - � i�ol�x to olra w��gs RESORT DESIGN Glient: ,4rchitect: Gor�tractor: Structural En�ia�er: Electrical Desi�n-Build Enc�ineer: A�.m cover sheet strau�tu�� _ SI.O Cseneral Notes E �oundation D�taTls 8ob at�d Diane Lazier Resort D�sign Associates Bob Lazier Monroe � NewEll Englneers, Inc. Beaudin Czanze Consulting �r�gineers c�vlL s2.� Precast Detaiis 1�(ml W Ylkoo �v"t. St�it� 2m0 Gover 5heet t Givil Cxeneral Notes 52.1 Precaet Details 386 Nanson Ranch Road 1434 Spruce St. Suite 110 386 Nanson Ranch Road y p ilm E. 8eaver Cre�k Blvd., Suite 2m2 Yail, CO 8165� Boulder, GO 803m2 Vaii, CO 8165� D�nver, GO 8Q2�2 P.O. Sox 9�5m ss.m Foundation Plan � Phon�: 9�m-4�6-5616 Pho�►e: 3�3-449-4433 Phone: �J70-4�I�o-5(016 P�'toi��: 3m3-6i3-492� Avo+�, CO Sl�o2m Topographtc Survey 531 Ma(r� Level Framtng Plan AS S OC I ATE S � �8x: 9�0-4�(6-�0(001 �ax: 3m3-449-33�0(0 �ax: �J�O-4�i(o-(o(001 �ax: 3m3-�o23-'v6m2 Pho+�e: 3C�3-2�18-8�84 C�a�le Valley Surveying, Inca S32 Second Levei �ramtng Plan �' ' -- �ax: 9�m-9�9-615�3 s33 Th�rd Level �raming Plan �: Gontact: }3ob �azier Cantact: Mik,e �oster Gontact: Bob Lazi�r Contact: Kristen �ox cl.r� 91te Plan 534� Fourth Lev�i Framing Plan �°'""�"`� Gell: g�m-39m-1919 , , �ell: 9�1m-39m-1919 Contact: Patrick Burns cl l cirad�ng a Dratnage Ptan S35 Ftfth �evel Fram�ng Plan '� '°���:,�� Cl2 I-lanson Ranch Road Plan - Profile 53.6 Roof�raming Plan � �„��� G�s �+an8on Ranch Road Plan - Profile s�..m �zoof �eta�►s � =a " �' ARCHITECTURE Plannfnc� Gonsultant: Survec�-. C��ot�chnica I En�,ineer: Mechanica I De���+�-Build E�1�ineer: Intersectton Paving Plan s4.t Roof Det811s � `�;°�;�; � �� �� -� PLANNING Bat(ey and Peterson Eagle Yalley Surveytng, (nc ,� Nepworth-Pawlak Crt�otec�,ntcai, Beaudtn Crtanzeconsulting Engin�ers Intersection Storm Drain Pie+� s�� Roof petaiis � � _ _� � 1�iC. Gih �rosion Control Plan 9�.0 Core �levattons � �,�`�. � INTERIQR DESIGI�I Im8 S �rontage Rd West 41199 Nighway 6 � 24, Eagl� Vail 11m E. Beaver Cr�ek Blvd., Suite 2m2 - , _, ' c�s Ut11�ty Plan s�.� Precast UJall �levations ��_z°� Sufte 204 P.O. Box 1230 502m Road154 P.O. Box 96�2 a, 1 0 o r a O ���~}�_� Cib Construct�on Details ";,� Vail, GO 8165"i Edwards, CO 81632 Gslenwood Springs, CO 81roCd1 Avon, GO 8162s� ' ��„�,.� GI� Construct�on Details M�CHANICAL P�o+�e: 97m-�7(o-0092 Pho�e: 9�I0-949-1406 fi�ho+le: 9�0-945-�988 P�ot�e: 3m3-2�3-S�I84 cl.s �oundatlon Subdratn �.ayout Ml.m Mechantcal 5chedulee San Franeiseo Offiee �a x: 9�0-4'19-04�'t �a x: 9'I0-945-8454 �a x: 9'im-949-6159 . - Contact: Michaei J. Post rri.i Mechanical Schedules 388 Market Street, Suite 380 Contact: Jay Peterson Contact: Ray �ngen/Dan Koelliker ARCNITEGTURAL rt�2 Mechanical 5chedules s uote8 San Francisco, CA 94111 - A2.0 Old/New Development Dtagram MI3 Mechantcal Schedules E Notes Tel: 415.392.4433 A21 81te Plan M14 Mechan(cal Schedules 4 Notea FaIC: 415.392.4454 A23 Planting Plan M2.0 Mea�an(ca l STte Plan - A2.4 Constructfon Staging Plan M3.0a Foundation Leve! M�chanTcal Plan Boulder Office A241 Gon9truct,(on Staging Plan - P2 M3.0 Csarage Lev�l Mechantcal Plan A242 �roslon Gontroi Plan - Details M31 Main Level Mechanical Plan 1434 Spruce Street, Suite 110 a bb �� , • � m a p BG-0 COD� ANALY819 M32 Second Level Mechan�cal Plan Boulder, C� 8�302 ���a;. _ ;rr.�-; -,� -a�„ �,Sr,a;ra�. ��,' BG-1 CODH ANALY515 M33 Thlyd Level Mechan►cal Plan Tel: 303.449.4433 k:: ;z- � �� � ��. Fax: 303.449.3366 ��' �"'�"�� � BG2 CO 3 Fourth Level Mechanical Plar� x .;� ;�.: '''� K �•-,.. . 4 ��,�.;�,���;s�'._ .. D� ANALYSIS M 4 ,�...,,•. °�,�; � ', `�s'�- �` „,.,° . �R �._, -� _ �'�;.�'r� ';� c cExrn�rER�s� °,��= `_` >.`.�� �'�' ��� ���`.; " '��v-�r�""°�' '�`',° � �•� BC-3 COD� ANALY815 M35 Fifih Level Mechantca I Plan ABY ABOVE C Tl M.L MEDIGtNE CASINET P09 P091TIVE.P03I71GN 6TL StEEL W3Gt 07 x,,�, �a�'" ��''� �S �1'-.!�. �' � ��'�:���-� .�"`�",_h AFF ABOVE FINISHED FLOOR GM.T CERAMIC M05AIG TILE ENCL ENCLOSE NFiE) GLB. GLA86 BLOCK ',�c�',���`1 ��,,�.��,•,:,° �°'� a�'y"',F��,,'�,y:;�, `' ;;,r,�"�;rs� ��;:�,F,^� EQ EQUAL CaLU-LAM GLUE-l.f�MINATED TIMBER ��' � � . �.� ^,� r.� AS.G A80VE 5U5PENDED GT GERAMIC 71LE ME�a MEDMBER LBC PDUND IONED CONC�TE STOR STORaGE � AI°ER `�'�'��'"`'",a�"�N�_;t��'tP„�n�";. .�yy`:`�.� ' ��i"�'"���-Y BC-� COD� ANALYSIS M�.ID Plumbin I80RIEt�1C8 EQUIP EQUIPMF�IT G8. CaRAB BAR ��°•'. :-� "�s •,��-�,,, ��s-, • G$ILING CHAM CHpMf.-ER ;�.����y� �,, �_ ., ��, , ���r . m - � t-`_�,{ _,� g E8T ESTIMATE CsR CaRf1DE.GRIIDRJG P'le MEMBRANE I°�CF pDUNDB pER CIJBIG FODT SD STOFi"t DRAM W TO WALL ,ry,.;;F,`ax_ .•-; n�•. .,'. .'-, � � a�';. - '�G '�GE°�°' G� �������'�� EXC EXCAYATE CsRRG GL,499 PIBER I�IPFOI�ED �"R ME7AL P1F POUND9 PER LRJEAL FOOT 9i�¢ 3iRIJG1URAL r�.pg�T , �c;°�;;���'; �i.'� "T" ��v' y �+'°, � `r ` �' BG-5 CODE ANAL7SIS �"1�,� Plumbin Isametrics info�ResortDesi n.001� At? ACCE85 PANEL GIR CII�LE EXH EXH�ILST CONGRETE � ^ .��� � . �� ;�;,�-Y�.,�.„;� �_ t. 9 g MT�2 METAL FtJRRINC� PbF I°OlAJDB PER BGbJAtZE FOOT ` ' - .�, .' , x GIRG GI�lJt'�ENCE StJSP BU6PENDED ING �;��' �'���: •;�E `�,'�� .�'�u"s.„ . • �.'°t,,,. s-, AC ,4CdJ8TIGAL (EJ Ek18TMCs CaVL CaRAYEL MFD ME7AL ROOF DEGKING P.8.1 POUNDS PER SQUARE INCN STM SYN1METRY lICAL) W RE ENT �',�'`.,•Y �'=;• "x,<.> ���,�:= � �r��'''��,:�,�'`"��, , -�```�, Aat ,acousTica�r��� �. . ,�����- x BC-6 GODE ANALYSIS M42 Plumbing Isometrics WWW.ResortDesign.COn'1 GL GLElW OUf E$ EXPAN910N SOLT GRp Cal�IdJD M M�TER!S) PC.G. PREGA97 GONCREiE W5 T �'et 'v��c;,,,y;,r.��� � tiy�;�., ��4�g-�, � �s;.� "-2hs^.��;r,..,w � ,aCR ACRTLIC PLABTIG CLR CLEARlANCE) S7N 51T1THETIG ,f° ,�,��^.�.K,'=--° � �-_ > �y� ;�n. EXP EXPANSION GT CaR011T ME MEZZANINE PREFAB PREFABRICATE(D) SYS BYSTEM T " `�`A''' :`;���•"�,.w�. .� a » f � z,.. ,�,pp �p�� c�os cioseT r�o; . �z�;�.,. ���x, .,�,; �� „,� .,-, �. �;�.� -`�">, :�y A3.� Csarage Lev�l �loor Plan M5.0 Domeatfc RTsera and �-leatfng Water Rtaers GLS CL03URE E.J EXPANSION JOINt GA GUAGE MI" MILLIMETER(6l F4T1 PREFINISNED D IG -���:� �'��i`��;�;;r'�ro�`'� `P,t. .�:.�',n' ''�����„�;� � ,, ,;:_, + �y� ADN ADDITIONAL EXT EMERIOR Ct7P Ct7P9l�'1 MLLK MILLWORK PBG. I°R£97RE89ED COMGIZETE $. t'4�-?r•x r. s°�, r.•?�c"�`�6��f��'`�,+�=,t . �', s`'tk'-�''.'�A���-�''-���"'�Y`'�-�",,�'`�•���`'�, GLI. GOLD WATER �!�,,, u� ��'�e, •�e` };.:s� 3 rr_.. w, -„ '� � �.;..- �v�� '�N ��5�� �L ��� EIFS EMERIOR RJ.°AILATION AND MfP MINIMUM PROP PROPERT7 W ,W ,n �� '��� ����`r�k,���;°��"�"r-'�;°`��.,, . .',;,.; �'°^ ���`�`�'' t•" '��"�'�' A3� Main Level Floor ��di1 1"�$.� Domestfc Risers and Heatfnc,j Water Rfsera �'S "��_, ,� ' �-' tz ' " ,�,Jir ,��ra�e� cor�e cahenyaTior� �rwa-i srs�n �p �w�eoru� M�► nira�e P�. F�R�PERtY LINE nm� r�+c.�o,aRn woo ,�� ,��'�=; ,��•��,`��'�`a����' ,� `_�F'�-�`"�abr�K d '�`:���,.��,: �y^, A32 Second Level �loor Plan M52 Bofler S stem Pf In Schematic ao ac '�:�• ,�-�, °� "���. 4 4 CAMPT CGMPAR�MENt HDW HARDUJARE' MISC MI3CELLANEOU6 QTY G711l+AITITY TEL TELEPHONE WG. l� ,;,s..� �R � : +�:�,r- i�e; �?�� , � ;,4,.'•.' '' • .. , •� y p 9 AGCs �7GGRECsATE � x ay;^ 3��:�tc r� ,�», �W, , . v- �sx MA MODULAR C2.T AUARR7 TILE N TELEVI910N .,��'�5y,y� ,; �,,.;�� A/C AIRCONDITIONINCw GOMP COMP08TION(COMP051TE) F�IUD I-64RDIWOD w� 14..;a _., . �,: �x ��'��;":>;,�� �;�^ '".,. nu MOLDMCs 'rsrm 'rer�r�o,renpER,an� uuo ur ,�.�-� r.�-�,�_ "� �w`� ;��ti�.�`�n �'- � ���;1 ; '�° � `�'"��'� s . A39 third Level Ploor Plan M6.0 Mechanlce! Dtagrams Al.M ALARM COMPR COMf�f�3B(EA),[ION),CIB�E) µp �qp „�,>;� �. �a � x �,.-;�� , -sc� '�, � '�. , a�3���s' �?c"���. :,z�- MT MOIiNT(RJCs) T.G TERR�1COttA WD WOOD N>G,�;;�,°����„ .':"`��,�>`i�`' ��o.'�'"'` 'u,�,��°'�;i`'.`e;,;` ja e�r,�`�;,�, .�o-�„'���';;�"E,,�,c„_ ' AL7 ALIERJ�41E CONC CONCI�TE NDR F�ADER MT> MOUNTEt� TZ 7ERRAZXO W8. WOOD SABE "��r�N , :, � :�,, "��� �`�'�` �'a;"�:'°k`',�;_ , ` `'`:'°���?�'�'`� crtu GCNCT�EiE MASONRT UNIT �ae FABRIGATE � ; � �,� ,;` �.�, ,,�;, �x, , •z. wyy„ ,-.,,y A3�F �ourth �evel Floor Plan 1`i6.1 Mechanica l Dla rams AL ALITIINUN HTR F�.4TER MC✓ MOVABLE RBT Rr�B6ET,REBATE 7NK THIGK(NE39) ��. '� -� '� ��w ,, h,F,. g V cow� cowaecrior� Fs. F,ace e�uc w.Pr wo�ciric,Qowr s�;_:`�,<��.'a����� 'X �������`��N��'� � A 7 AC.I Ai'fERlCsahlC:CrIC�ETE NTCs F�,4TMCs MU: NULLION RAD Rl�D1U3 tHR TN1�9NOLD .�°� -A""'�J9t �,• �a�„'�'�'"t��"'r. m. . r' ^ '�����" �' '� 7 contsT cavsrnucriori F�o Face cf w.r u�+�i� ��f�,.��: � .��,�F, �� . ��--`;������� ` `�� �,. �; �� 3.5 Ftfth Level �loor Plan MgTmJTE H.YAG HEATAVr/v�1TILATMG/AIR �. N,q710NAL EL�G7RIC GODE � R4tLROAD tIE CTIf�pJ TA TOfLET PAPER NOLDER �t,a�,^'���,t�,',#:���;^`�:*.,• �_��������:s�_'`F;�C.4,.,� �:��;�<ti��,;�-"�;�„�,>„�` ,)'�'�.z L GSJ GONSIRUGTION FAA FAGE OF CONGI�TE CDNDIFIONING RIIJG RAIMUATER CGNDUCTOR '�S'�c�; ����-��' "��`,r�°,`�„s ������ AfA M1ERIC.4N MeTITJTE OF SPEGIFtCATIONS MSt[TLL7E F�f FACE OF FMI5H NP'A. N.4710NAL PIRE PROtEG710N T.P'�1. 701LET PARTItION �,�-„d.,��`'�;�°;;� z��?'�;,;,��w,=' aa7:. ���i..;,2�n�,:._., �,,. `'�;.�,„ ^�,.�,-��: „�y'`'�,;, „Y�,.�i����'`�� � �i�cTa ND F�AVY DUT1' Rc�r I�CEPtAGLE ���, �°��-��� ��" . �����. ��'-,�- .�,�� A�F.fd Roof Plan EL�CTRICAL AIBG. .dY1ERICAN MBtITiJTE oF CoNT GONTIrWOUB oR CONTIM.E FAM FACE OF MA80NRl' HT I$IG�IT A3,50GIATIOM RDUID 1�DUJOOD TOL TOLERANGE {( MICsLE ��, .��'••`����� ;`��9' ' '-�'�'�e�`� "'T•,;<,,. ,. v.-_ -,,;,;n'�`^'.�,'� `����„�, � "'�,��w,qL^ � FAS. FAGE OF b1lJDS NA NATl1Rf1L TtCs TONGUE ANP rsROOY� "�� `� �s- �����__'""�� r c -" � S?EEL CONB?IaJGTION coNrn cortTRacr row u.c. Not�au co� �� �c�,�R ro �,�,�� �- .��°�,�- ;��,�~�„;{, ,�n, r, <<y,-� ��> �,��,�- _��;,_ � AS.D Buildin Elevatfon - North �i l Cover 8heet,Electrical Detafls FAS FABTEN.FA9T�TlER (N, NEUI T<B TOP AlJD 807TOM Qo GENTER LINE ��� � 1x�4'�-., •.��' ,��y� r� K- y �r�*'`� '�,�X �fi �"��� `� AN.SJ. .dMERICAN NATIOIJAL BTANDAIZD9 GJ GCNTROL JOMT FND. F�IMINME NAf'KIN DI8PEN9ER H71. NOLLOW 1'1�7AL NF NOIBE REDUCTION I�L 1�LEGT fED),(IVE),(OW TA$. tOP CF BEAf"1 GNANN '�kG,-�'"' x,.�;� �'�M< -�;`'ra.; n �:'S, ;,��'�; Yi�`�ri�'��,�A`s ��r�^`:.�.��•ro�' �'s� LL rrrarrrure cr�rz co�R ►acow HORIZONTAL � �wc�r�.aroR � � �;�r= ,��;�..�.,�',���`-��,���°����..�°�", �n�° , �� �>. �, :�?���-�`��--�' A�.i Sutlding Elevstton - �ast �12 Pan�l 5chedules FTLR �'11NINE NAPKIN I�CEPTACLE NFG NOISE REDUGTION TAL. TOF'OF GONGl2�TE ,'�``"N,3 rS'' t�,N•�;:i. �;�'�-'�u �`.. kP y'� ' ;:i;, AS.TM AhtERIGAN SOGIET'f FOR TEBTMG COR GORRLlGATED � �� HB. H05E BIB GOEFFIGIENT F�ECs �@ISTER tAD 70P OF DR4M 1� PR,OPERTY LINE �;��' * .":v`��j",�� '. •�,��,��,� ���_��. � 5�� �-s . ,�-��? " • ��'�;-`�:'��'� `, AND MATERIALS CTR COIINTER H.W�L NOT WATER HEA7ER REI� I�II�ORGE CD),/INCs) ��?����5�� x.,, �k�� :' "'"� ��'�' ,r�"" ���. `'�` `� �'�:�",,�'�';<-,�`���° r�., Fie��,as� Nai xoruwv. rA� TOP OF fOOTIWs �� ROUND�DIl+METER ;�:� '����, _ ,� � .n,.����� ���. . : ��. �� , .�,�,. A52 Bufidin Elevatfon - South �2 0 �lectrica I Stte Plan � ��, ADA AMERIGiW3 WITH Df9ABILIilEB C3 COUNTER9INK F V FIELD YERtFY NG NON-CARRDSIVE RG.P �IhFORGED CLNCRETE PIPE TAM 70P OF MASONRY }.� 84UARE ���=> `,h'�5 �` '���'�'.���:�'t� ;�;�`�. � �g�'��:.._ .,A�*�.,�� '.:s�� , „ 3- � a����� .�J � qG7 GR9 C'.OUI�BE CS) FIN FMI9N C ) NM NON-hIETALLIC (I� 1�40VE TA.PL TOP OF PLATE w �y�.�� q.�; • ,:i�-,+,7 a'�z��.�'• ��,,.�i��yn, `9�� , ;�..��.ss �• ��.�y�e�' ��'?'fi�`�s3`�"'"'�'�n''� L � � �, �.�' ��.;�� A�3 Buildin �3.0 Garage Level Electrical Plan l� c�. c�ss�Ra,M E� r�a �cwi� X° a�� ���€`.�� �. ;„F. ,��5 � �<� ,��_ �. � ���$�;��,"`V^-�• g �levatton - UJeet ,4Llrs sW'1ERIGAN WIl�GllAR�aE INCL MGLUDE CD),CMG) -,�i� a �` ;4"..�°:g�,c;:> �,.. ��;':k��,�`"' � FP FMISNED FLOOR (Wa NO PAIN7 TO.PLY 70P GF PL.Y0.�OOP �k'�''��" ��'�;.`:_ �;�-� .'-� ���� °M1,.'�� c"�a;,2`�'��>.�°�`�" ' :. �.s;,�.�.��=a '2`" � ANC ANCNOR ANGNORACiE G7 CUBIC 7ARD IPFO tt�OFa'IATICN RESIL I�SILIENT i� NIAIBER '�''�"" s� �� ���- e r s'"n`�"^_�;';.��� �T- �r���z,��L;, ��' � FA FIRE ALA►a'1 N.d NOT APPLICABLE,IAVAILABLE) TA.R TOP GF RIDCsE � •�*'� �`x ' � � " �t ��- � s Aro.O Bufldin 5ecttons �3.1 Main Level �lectrTcal Plan � AB. ANGHOR BOLT F.9RK FIRE al¢ICK I.D MSIDE DIpMETER 1�LI NOT INCLUDED RET f�7UR�l TA,S TOP OF SLAB >�^•`���,��n �'. :'� '�"''�?� -c �-� <�'.r a�;,�`r '=�s�: '�. ;� �+�^�� MIOD M10DIZED fP FIREEMRJCsUtBHER RA. RElURdAIR �s.;_`.'yrx�.��. ��,+'�,.�a� �`�'4, i �" �;`��,"-` �� •°�� �;- 1.9.C. MSTAl.LED B7 GONTRACTOR N.I.C. NOT M CON7R4GT Tn.STL TOP OF STEEL ' 3; �•S� �t�y 6���� ..� � ..,F � '�'�t�'�;X�^",�'"W.�b'���`� c� y .�`M1n-x`ak�'rFw:''•' � LL f r�v r�v��.�visior� ��� �� ,.,�� ., ��: �;�,.,• �� A6.1 Butldtn 5ecttons ,�.T° �� �,�-��` �.�, a,;�,� - 4 ��,��� g �32 5econd Level Electrlcal Plan .i I$A M87ALLED$Y OT4�RB N.TS. NOT TO Sr'..ALE TD1U TOP OF WALL ` ��.'., ��:`"'.� � ��a 9PV � �,. :ss. �,.�. ., �„�;�z ,��'' APPD APPROVED FE.G. FIRE$MRJGU(SHER CABINET INffiJL MSULATE!D),CION) RH. RICsF{T HAND �y���i�' '�a`i`���,ru"'�:s��`"�';�' �° s. t�'�'�,"",�. .a,. 'z,'` '��- ^ APP APF°ROXIrWTE FH.G. FIRE H09E GABMET INT INTERIOR NO NUMB£R RO.W. 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GATGH BA61N �� �yAT�� MAtL MA7ERIAL!6) PV« POLriiNYL C4ILORIDE 8Tp S?ANDARD y p r o��c t d a t a o i (CDR GEp R(�') ELEV ELEVA?OR �C� ��I� 1°E PORGELAIN ENAMEI. 67A BTATION J � ���T EMER EI-�RCsEt�lCl' EXIS71NCx ��A7URE �'ROF'OSED GOD� IN�ORI"iAtION: IN ADDITION TO 7HE�OLLOWING INFOf�1AtION,REFER TO THE 8 1/1 X Il SHEETS ^ �_�`}0m 1�m TITLED "TfVOLI LODCxE CODE REVIEW CAPRfL 04)FOIZ MORE DETAILED CODE REVIEW_ GONTOUR - - � PROPEf2TY �.INE - - R i) BUI�.DINCx CODE IN�ORML�tION - NEW GONStRt1CtION - 199'i UN(�ORM SUILI�INCx COD� - c�, ��Nt�R LIN� - cr - PRIMAR7 OCCUPANCY FIOTEL - R-I R@VIS1011S: � , �---- �AS�M�NT/SET�3,4GiG ----- - CONSTf2UCtION t7PE: 7YP� II �R RIC�HT oP w.41' - �UI�DINC� Fl1LLY SPRINKI.ERED P�'.00���SS 12-31-�3 , � a rc�i t�ctura l symbo ls �na t�r�a l s mbo ls �—X ��NG� �—� - SUILDIh1Cs �ULLI' �QUIPPED WItN MONITORED�IRE �4Np SMOfG� ALARM S7S't�MS. ��r'IIT S�T �3-22-�� y s7 StoRM DRAIN st z.� �r�a c,a�cu�.a-rious i2�,580 SC��1' AL�OWABI.� �i�l"(f T 5�T R��IISfON CsARACsE: 11�63 �p-(�2-�Li. °�° 5.4T�t IT.4R`i' SEUJER � IST LEvEL �m��m �RM I T SE T R�V I S I ON 1�L.41�t a sECTION 2ND LEY�L 10,416 � l ����R uJ u�ATE�L IN8 uJ 3RD LEYEL: 10,298 SU I LD INC: S�Ct ION 2 2 BUILDMG BEGTION ROOM NAMH, ab vi '� �octh rta� i F--a �TI� LEYEL: 10;i39 �'3�-��' raa•re�rs , ,; -- ,���t_� - �-----.r_-�_ ' CP�A1�1J 15 15 AhID NUMSE4z Bi ¢2 u.iz c3 _� �_�-1�"�=�� BARTI-1 -�_i__r-,`r PLYUJOOI� � EL�CTRIG LINE � 5T1� LEYEL 3,115 wi-r� �iNis�+�s_ ,�, -��" - � . TOTAL: 56,501 �RMIt SET REVISION 9FIE�r wAtHEie ee� � T Cz.4S L INE .s r 8-23-P>� ��;_�����i;j��rp� ROGfG ��IIV15F-1 LUOOD t�L�PHON� Llt�l� f �� r T'� ^ � � 3J REFERENG� 5HE£TS BG0 - BC-6 POR OCCUPANCY SEPARAT(ONS AND � Sl11LDINCs SEGTION �' WALL9 ,� °���� IUALL CONSTRUGTION A� � (���I�'�T -,; ,r�� i-oROUS �ILL GONTINUO�Sp/ CN GA£3L� TELSvf510N C1'v CELEYQTION} IF USED) �,&� a°i � L�RAIf�IAC�E L IN� UJALL TYPE �� --- ... MAt�fG F(R� PROTECTION IVOTES � ''-'-m�r;",";*ic'�;y�� 70P SOIL 1''- ROUCsI-� 1U00p/ L..IMIt O� LUORI< PLAN "A° � _ ` ��F � t�ISGOiVTINUOUS I.77PICAL �IR� RA71NCs5 Dr SYSTEM TAC� SYSTEM TAC�- RE: 3YSTEM M,4TGI-1 LINE EL�vAtfoNS � NOTES �OR �LOOR, wa�.�, f_ ___ _ �-�"�— a)FLOORiCEILIN� AS5Ehi8LIES C�fLINCx E ROOP SYSTHMS, II�FO. �_ -_-- �451°I-1ALT T�AVfNCs/ � fJ MAIN L�VEL PLOOR/Cs,4T2ACs� G�f1.INCs \ '4� ',�°>�' -,` ROaDB�17 MAt�L sAND, P��45T�R PLAN "5" 2 NR 8" CONG.PLANK WItF�I 3° CONC 70PPI1�lCx ,P�R tABL.E l-C,�-11 � pooR MARlG 1�m �OOR M.4RiG- R�= D�T,41L fU LEvELS 2-5 FLOOR/CEILING MANUAL POR SGI-4�pULES s 2 HR 8" CONC.PLANK WITN 3" CONC.TOPPIN�s ,P�R TABLE '1-C,h-i l I A E F0� E CsR,4fi°I--41G DOOFZ tYPES �� GONGI��T� ���%�y�` ��� BAtt INSUL.4TION ExiSTINC� F�ATUR� PROP03EL� Li ense �' , b)GORRfDOR WALLS �q14 � WA�L S�GTION Q� WINDOW MARK- 1�: nETAIL , UJINaOUJ MAR1G � MAh1UAL �012 5CI-F�aULES s ��� >x r"'� `ZA:'�; SF�OT HL�vATION � -1 HR R4tINCs W/20 Mfhl OP�NIh1Cs8 t0 �QUA� OR EXC��D �j �t% f� � : � STONE �/�NEEF2 '���v` 'Sy�:� �� ..D CxRAt�l--llC WINDOW TYF'HS Ls',`.:%'' , y��,x,,., 1�tCs�n I�vsuL.aTION � UL*U451 � I-lYDR,4NT c)STAIR AHp ELEYATOR SHAFT WALLS " �t- Q � __. Woop STUp —�- vA'LV� —�� -2 �+R R A T I N G T O S Q U A L O R E X C E B i� -v S�D �l�� }�8�/ISIOI�I i. , CUt 870N� � !--=�'��-__ DETAtLNUt�ER ��1��G,4TIOIV UBG TABLE '1-B, ITEM 6-14 OR 12-I.I A $ u-r�ii-r�r t=oL� �— 6 � d)EX'C�RIOR IUALL9 - 2 NOUR " ,o,�m ��T��� �ELEVATI�orr1ON°F i GoNGi�EtE SLOGK ��. ; � ❑ TRAiVS�O}@M�R f � i__MET,4L STUfa UBG TAB1.� '18,'1-1.1 OR UJP8205 TOP OF PLYUJOO� e)D�M181NCs W�4LL5 ' BL�VATION L fCsl-4T � nET,41L BLOUJUf° MA1�1G imm'-0" : �.• � -i HR RATINCs t0 �C�UAL OR EXCE�D Date: 1 m_1�_�� ELEvATiON � � StSEL CLCs. SGALE) EXISTINCx TO REMAIN 5��� �- UBG TABL� l-S, ITEM 7-I.l OR UL"U4�1 0 MoNUMEN7 � f)WAL1.5 WItHIN UNItS - NO R4tINCs R�C�lUIREp,NON-GOMBUStfBL� CONStRUGtfON ` � DR.4UANCa NUM@ER DET.41L5- RE: 1�Et�YfL M.4NU.� / �� C�`r'1�SUM 80.4RD CLCs. SCALE) _ _ _ _ REMOV� EXISTINC: � M�t��2 Plt O� _ r�r�'°'w�'�t� T i t1-� �.��J Q MANHOLE g)ROOF/CEILINCx ASS�MBLIES Project No: 231�19.�� �-.-� pRQUJIt�IGs TITLB 2r✓' 1/4" = 1'��" � -2 NR RAtINCs t0 �QUAL OR�XCEED D�TAIL CUT A�Z � g�q�� G.4TG{.-4 �3ASIN -�- PER tABL� 6-A EL�v.4TIoN O CL�AI�1 oUt p 2. IN ADDITIOK TO ITEM 1 ABOY�, INDIVIDUAL PROTEGTION f& R�QUfRED FOR ANY Drawn by: M�� StRUGtURAL �R4ME M�MB�RS �XtEND�NCs OUtSID� OF tH� ROOF C�ILINCs SIMILAR pETAiL i � � OlJ7�ALL/I--4E.4DWALL � A9S�MBLI�S.t+�(S PROtECtfON SHALL 8E A CsYPSUM B0,4Rp WR4P OF 2 NOUR RAtINCx �R � ; ' � woonslplN� woop AND S�+ALL EXTEPtD �ULL LENCsTH OF THE EXPOSPD � DEtAIL NtA'1BER NORTH ,4RROW � SENGNMARK � Checked b : MC� �2E�A7Hp 4 3 „ 3.PL�ASE NOTE TF�AT 5PR4Y FIREPRODFINCs 15 NOT SHOWN GRAPI�IGALl.Y IN MANY DRAUJINGS y FOR CLAR(TY ONLY REGARDLESS OF TI-115,SPRAY FIRBPROOFINCs 15 REQUIRED A5 .412 ,412 � �F.�"y'' x�,r� STONE �C�L.45S � fv�QUIRED BY CODE. D�TAI� GUT sNEEtrua�ER � � )C E�STIN TR�TION C��t: BELOLU OR ASOVE NM�ERg�T NORTH 4 �IRE pAMP�R6 to B� INS7ALL�D AS INDICAt�D AND SP�ciF(ED ON M�CNAUICAL P�AUS. DU� to tNE � CONGRETS, COMPL�XItY AND NUMBER OF PE1�1�tRA710N5 7+�E OUJNEi2 HA6 ACsR��D t0 �MPLOI' A SINCs�.� FIREStOPP11�lCs � Jr' � — STUGGO T�?SE TO �3E #z�MO�i� �8f 6UBGONTR4GTOR TO ASSES9 EdGH OF THE P�N�TRATINCs GONDITION9. ALL FIR� 5T01�P(NCs METHODS ,� - NOTE: �: D�T�IIL M,4NLlA� POfz GONSTfZUGTION ASSEMBLY �R.4PHIG SGALE �-� � StoP ASS�MaLI�S�W11LL S�wAVAILABLE oK ST E DURIN� I�ELD�INSP�GTEONS A�N ADY�CE uCOP�OF PROPI sED � t�rP�S, INt��lo�z FINSHSS, ScHEr�ULES, INN ADDITION t0 m 2' �' 8' 16' OQ TRIAt�ICzUL.4710N t�OINT qgg�M�L.l�S WI1.L 8� 9UBM1T7ED 70 tHE SUILPII�Cz OFFICIA� �OR NfS REVI�W AT NIS D15CR�tION. ITEM�'v- LISTED A�OI/�. � � � � + , Perm it Set CQ 2003 RDA . , - _ - _----,���� _ - --, - ,l-�-- T � y _ _____. ._.- _--._,_..,..� ._ i ` , �_� � i 1 � � � ,, ` �:' `'.' F'T� ��I �F"(� ii i�y•� y �j� �_�tii tr,�i�'l,,,,t� r� {'.i �€ i���ac .,-r 'iE 1t; 'r5 P,�. � '4't 4a(��;''ya ��, ;'�?:,�L;��Ti� ,'-' , ' - ;'� Ir��,�,'�9r`;�r�,.l�-' "j: _ '.r,�):���e ''t�,i r-�'�• 'I �'^J^' � PEAK LAND CaNSULTANTS, INC, PEAK CIVIL ENGINEERING, INC. 970-478-8844 FAX 970-478-8818 1000 LION'$RIDGE LOOP VA]L,CO 81857 � I I I� P � ` � I �� W � � � o t � ' f�-� � � a ' I e o �� � „_,,.-.�►_I gII � ' v � c� l \ � c�- I < I � - ''� };, �`' °� � c � � `�2 M � rH '� W . � : �I ''. � �;;: � �. {„�� , � � ' ;" �a "� �1 � � I `''^� , r.,.., �"� �T� 1 � 1 F+i � 1'� � ' lNT f RSrATF ` b � *(� µF m/{; � w O � GENERAL N�TES _ '° � � ���a � Q SECT.6 SECT 5 � SECT. 5 __-_ __ __ _ __ __ __ __ __-__ __ __-__ UTILITY N�TES SEC . . 8 TOWNSHIP 5 50UTH ' - TOWNSHIP 5 SOUTH SECT. 8 `�` O � � � � � � ~ < j -'�"' I 1. NARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. � O � '" 2. ALL SANiTARY SEWER AND WATER LINE CONSTRUCTION FOR THE SEWER AND WATER SYSTEM SHALL CONFORM TO THE �'� � � �.� 1, ALL CONSTRUCTION SHALL MEET OR EXCEED TOWN OF VAIL STANDARDS� AND BE SUBJECT TO OBSERVATION BY sr�oorv � IAGLE RIVER WATER AND SANITATION DISTRICT REGULATIONS AND SPECIFICATIONS AND SHALL BE ACCEPTED BY � � ` TOWN OF VAIL REPRESENTATIVES. A COPY OF TOWN OF VAIL STANDARDS MUST BE OBTAINED BY THE CONTRACTOR. I �N r f R S T % � • � IRW&SD PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK d+ � � 2. PROVIDE DEWATERING FOR GROUND WATER ENCOUNTERED DURING EXCAVATION AND TRENCHING. CONSTRUCTION � '''"�ti: �' ���"�.. ••� � � r E � o � ASSOCIATED WITH THE SEWER AND WATER SYSTEM. O � � � ��• `. �, � •• , � � ..��.`.` rz�>,,� <�.rt � ^ `4 �EWATERING PERMITS ARE REQUIRED AND MUST BE OBTAINED BY THE CONTRACTOR IF GROUND WATER IS ` �� •�,, "cF� ��:'... , � ENCOUNTERED. '� �' " � ` _:`::_. I ..��. '�•.�;�:�� �•.�` 3. 'HE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS-BUILT � � �= .. CONDITIONS. THE DRAWINGS SHALL 8E PROVIDED TO PEAK CIVIL ENGINEERING, INC. AND THE OWNER UPON � 3. NOTIFY OWNER AND ENGINEER IF NEED ARISES TO PERFORM WORK OUTSIDE OF PROJECT LIMITS. DO NOT PROCEED � � ����;-.. -.�„ .�••� COMPLETION OF THIS WORK. WHERE PRACTICAL THE CONTRACTOR IS TO PROVIDE AT LEAST TWO T1ES FROM F� � WITH WORK UNTIL PERMISSION IS OBTAINED. � � } � �'"'�"'�••�;;;:.`. �„�;�•�a"'� PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. � � 4. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN OR OTHER DEVICES NECESSARY TO °' � '�i ,.'�'•�"�� t-� O PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL OEVICES. ` ( � - � �o �� �..�,,�••�� �0 4. PEAK CIVIL ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION ZONE TRAFFIC CONTROL. CONTRACTOR IS �� �''D � � � �' I ANY CONSTRUC110N, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. F,.� � ` RESPONSIBLE FOR FENCING, TRAFFIC, AND PEDESTRIAN PROTECTION AROUND THE ENTIRE WORK SITE. �w � 'i .`�� �..�r�,.�'� � � BE SHALL THEN LOCATE ALl UTILITIES (INCLUDING DEPTH). IF ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION ARE FOUND, 5. CONTRACTOR SHALL COORDINATE ALL WORK SO THAT TRAFFIC DISRUPTIONS ON AFFECTED ROADS ARE MINIMIZED ; � `�' �•' .•�' 1�E CONTRACTOR SHALL CONTACT PEAK CIVIL ENGINEERING TO REVIEW. ALL EXISTING U1ILITIES SHALL BE PROTECTED FROM DAMAGE � � L y •�"�••� IY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER AND IS AS MUCH AS POSSIBLE. CONTRACTOR SHALL COORDINATE ALL ROAD CLOSURES WITH THE TOWN OF VAIL PUBLIC � ; �•�• �''�•��� CONSIDERED PART OF THE WORK. r'� WORKS DEPARTMENT, THE TOYVN OF VAIL EMERGENCY DEPARTMENTS, AND ALL AFFECTED ADJACENT PROPERTY z � �y�� �%��.%;��cu� 1 w PROJECT ��� �� OWNERS. � � � I ��:°�. .••�,,.••�p„��`'�' S. �LL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET PER EAGLE RIVER WATER & SANITATION � 6. OBSERVATIONS OF THE WORK IN PROGRESS AND ON-SITE VISITS BY THE ENGINEER ARE NOT TO BE CONSTRUED AS LOCATION •��-".-"���.• STANDARD SPECIFICATIONS. O � A GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR�S CONTRACTUAL RESPONSIBIUTIES. I 6. ALL WATER MAINS, WATER SERVICES & HYDRANT ASSEMBLIES SHALL HAVE A MINIMUM COVER OF 7 FEET PER EAGLE � � 7. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN� ON, OR � � � tIVER WATER & SANITATION STANDARD SPECIFICATIONS. ABOUT THE PROJECT SITE� NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING � H ERETO. I I 8• CONTRACTOR IS RESPONSIBIE FOR THE COORDINATION OF ALL WORK SHOWN "BY OTHERS" WHICH INCLUDES 8UT IS 7. 'HE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE-IN POINTS PRIOR TO CONSTRUCTION. NOT LIMITED TO INSTALLATION OF UTILITY COMPANIES FACILITIES. � � S, �LL WORK TO THE SHALLOW UTILITY SYSTEM SHALL BE PER EACH RESPECTIVE UT1lITY COMPANIES SPECIFICATIONS. CONTACT � � � (ACH PERSPECTIVE UTiLITY COMPANY TO REVIEW PLANS AND COORDINATE CONSTRUC170N BEFORE CONSTRUCTION BEGINS. 9. CONTRACTOR SHALL OBTAIN AT HIS EXPENSE ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING, WHICH ARE � NECESSARY TO PERFOf�M THE PROPOSED W�l�K. INCLUDING SOILS AND COMPACTION TESTING. COPIES OF ALL 9, R IS THE CONTRACTORS RESPONStBILITY TO SCHEDULE A PRE-CONSTRUCTtON MEEIING WITH ALL UTILITY COMPANIES 48 � PERMITS. INSPECTIONS, AND MATERIALS TESTING RESULTS ARE TO BE SUPPLIED TO THE OWNER, AND ENGINEER AS HOURS PRIOR TO ANY CONSTRUCTION. MEETING SHALL TAKE PLACE WITH OWNER, ENGINEER, AND RESPECTIVE UTILITY COMPANY. SOON AS PRACTICAL, sECr.� secr a __ ___�__ ��T 8 10. CONDUIT REQUIREMENTS FOR EACH SHALLOW UTILITY COMPANY SHALL BE VERIFIED PRIOR TO CONSTRUCTION. �� ���••���•• ����•��+��� �� �� TOWNSHIP 5 SOUTH -_ _ + 10 THE CONTRACTOR SHAI.L MINIMIZE ALL OFF SITE SOIL TRACKING. ALL SOIL TRACKED OFF SITE SHALL BE rowws►�iP 5 souna IMMEDIATELY CLEANED UP TO THE SATISFACTION OF THE ENGINEER AND/OR THE TOWN OF VAIL. O 11. ALL EXCAVATIONS FOR UTILITY LINES, CULVERTS, TRENCHES, OR TUNNELS SHALL MEET THE REQUIREMENTS OF THE : - OCCUPATIONAL SAFETY AND HEALTH AOMINISTRATION (OSHA), COIORADO INDUSTRIAL COMMISSION, COLORADO ' ` ' - DIVISION OF MINES, OR THE COLORADO DEP�,RTMENT OF TRANSPORTATION, WHICHEVER APPUES. ( } 12. 'I�HE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS APiD IRRIGA�ION FACILITIES DURING CONSTRUCTION VICINITY MAP v � AS NECESSARY TO PROTECT ROADS AND PROPERTY, AND PROVIDE CONTINUOUS IRRIGATION SERVICE. UTI LITY CONTACTS „ • 13. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL pOLLUTION CAUSED BY HIS ACTIVITIES. INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS. ETC. NOT TO SCALE g � Y }. tHE CONTRACTOR SHA4.L HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE Z Z C9 m IbENTIFIED SPILL PREV�NTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. A SEWER & WATER (EAGLE RIVER WATER & SANITATION DISTRICT) - CINDY SCHMIDT 970-476-7480 14, fiHE CONTRACTOR SHALL NOT SCALE ORAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR �ISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE B ELECTRIC (HOLY CROSS ENERGY) - TED HUSKEY 970-949-5892 �NGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING THE ENGINEER� HE DOES SO AT HIS C TELEPHONE QWEST - SCOTT CARRINGTON 970-468-6860 6WN RISK. � � t5, f�ISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE RESPONSIBIIITY OF THE CONTRACTOR D GAS (XCEL ENERGY) - KIT BOGERT 970-262-4024 a Z �1ND CONSIDERED PART OF TH€ WORK. E CABLE TV (COMCAST) - FLOYD SALAZAR 970-949-1224 'o � 16. REFER TO TOWN OF VAIt STANOARDS FOR PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS. PARKING AREAS, � � p AND ROADWAY AREAS KAUST BE CONSTRUCTED ACCORDING TO REOUIREMENTS OF THE PROJECT GEOTECHNICAL PEAK CIVIL ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO a v E N G I N E E R. A N D T O W N O F V A I L S T A N D A R D S. BEGINNING ANY CONSTRUCTION� THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COM PA N I E S Y � 17. NOTIFY ENGINEER IMMEI�IATELY IF DISCREPANGES ARE SUSPECTED IN TOPOGRAPHY AS DEPICTED HEREIN. SHEET INDEX FGR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY CONFLICTS WITH o 0 �a. �FiE CONTRACTOR MUST INSTALL AND MAINTAIN EROSION CONTROL FACILIIIES PER THE EROSION CONTROL PLAN. ThE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF PEAK CIVIL ENGINEERING, INC. � 3 c� Z ADDITIONAL EROSION C bNTROL MAY BE REQUIRED BY THE TOWN OF VAIL DEPENDING ON SITE CONDITIONS AND SO THAT LINE OR GRADE CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE UTtLITIES. � " Z � WEATHER AND IS CONSrDERED A PART OF THE WORK, AlL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES � � = S 19, CONTRACTOR �S RESPONSIBLE FOR OBTAINING A STORMWATER CONSTRUCTION DISCHARGE PERMIT, ESTABLISHING COVER SHEET & CIVIL GENERAL NOTES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. � a m �,,� , FINAL STABIUZATION 0� THE SITE AND SUBMITTING AN INACTIVATION NOTICE PER THE REQUIREMENTS OF THE � STORMWATER CONSTRUCTION DISCHARGE PERMIT. .� J J 20. 3TAGING AREA LOCATION TO BE DETERMINED BY CONTRACTOR WITH COORDINATION AND APPROVAL BY OWNER AND TOPOGRAPHIC SURVEY > > > �NGINEER. ALL CONSTRUCTION EQUIPMENT, FUELING TANKS� Fl!'LD OFFlCE� MATERIALS STAGING� ETC. SHALL BE (EAGLE VALLEY SURVEYING, INC.� o 0 0 LOCATED WITHIN THE IIMITS OF THE STAGING AREA. ,� 21. �XISTING GRADES WITHIN THE CONSTRUC110N LIMITS WERE PROVIDED BY THE OWNER, HOWEVER VARYING FEATURES C1.0 SITE PLAN � o 0 MAY EXIST. . ;� 22. ALL CONSTRUCTION SHALI CONFORM TO TOWN OF VAIL OR UTILITY STANDARDS AND SPECIFICATIONS AND BE � C1,1 GRADING & DRAINAGE PLAN .� � st SUBJECT TO CONSTRUCTION OBSERVATION BY THEIR REPRESENTATIVES. COPIES OF MUNICIPAL AND UTILITY � M N 1 �STANDARDS MUST BE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF C'I.Z HANSON RANCH ROAD PLAN - PROFILE � � ;�, THE PLANS (APPROVED BY THE TOWN OF VAIL) AND ONE (1) COPY OF THE APPROPRIATE SPECIFICATIONS ON THE \ \ \ Q �' JOB SITE AT ALL TIMES. THE CONTRACTOR SHALL HAVE ONE COMPLETE SET OF CONTRACT DOCUMENTS ON THE C1.3 HANSON RANCH ROAD PLAN - PROFILE o 0 0 � :' J O B S I T E A T A L L T I M E S. `'" 23. 5EE ARCHITECTURAL, MECHANICAL� ELECTRICAL, IANDSCAPE, AND STRUCTURAL PLANS FOR ANY ADDITIONAL NOTES INTERSECTION PAVING PLAN `, AND REQUIREMENTS FOR CONSTRUCTION, INTERSECTION STORM DRAIN PLAN � c� r+� Z :�i 24, CONTACT THE TOWN 0� VAIL PUBLIC WORKS DEPARTMENT FOR A SCHEDULE OF DATES, HOURS, AND ANY OTHER ;y LIMITATIONS REGARDING CONSTRUCTION ACIIVITY WITHIN THE TOWN OF VAIL. THE CONTRACTOR IS RESPONSIBLE FOR C1,4 EROSION CONTROL PLAN � ALL ACTIVITIES IN CONJUNCTION WITH THE CONSTRUCTION ACTIVITY. '�"'tl'B"r'�o u� 25. 7HE CONTRACTOR IS RESPONSIBLE FOR TREE PROTECTION ON THE SITE. � C1.5 UTILITY PLAN oe.•���p,�,0 REGjs�.F.� Q�PpO RfG/s�,F = 26. ALL DIST�RBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS AND TOWN OF VAIL STANDARDS. •�o � �' 9� v ••�G�w��('• � � C1.6 CONSTRUCTION DETAILS � c� .��.�K 1G2..o �o:� �,�:F � � C1,7 CONSTRUCTION DETAILS : -� - �: � " •� N. :: • • 36353 ' , 32753 � �;. G, n . ; ' , '' � C1.8 FOUNDATION SUBDRAIN LAYOUT �%��FS���.�.•��C�e,` �'`,F '• •• �G��� t • °�. �oNA�� .• NAI.E i• �0°o�eo��►e°� 22 �� izt �^� I / � DRAWN: JVK III � , � DESIGNED BY: � LV �- REVIEWED: EGW �„ ��� `. :�' PLC JOB#: 12� ;,; DATE: 03/19/� , � .; ._� SHEET r y �r _i r`J a (P � = C OVE� _ , � � , . , , ,,,, . _ ` � 5 A STORM G2ATE ' ' CURB AND GUTTER ' � 7 � 818 83. 8 • PAVER WALK " 2' CONCRETE PAN x8184. 5 ' ,/� � �186. 0 , "8184. 4 ' ` 86, 0 M102'00'00" s x81 , . . '' xelas. 5 _` � . x . , :,. ,' • siea, 4 Rs20.00' .....ti � • �•',� .• •/ xB185. 5 IGHTP�ST x8185, 8 1.�35.60� . . ,. . •�.• • TIVQLI SIGN� I , , . � ' �;. 8184, Sx. •� � 4. 9 1E4. 6 , , . . . ,.. . ';' '. •y,: . . '. . .,. .�' �x ROCK WALL 1, � , . • " O�� �. • •� • •t• •r• • �` ••,~•• � •.4�• • • •` ••r•� x �� NC� x g 1 ' �• •: ' • 818'4.S 186. 0 "8185. � �p► �� • .Zg.' '., .'� . •P`AR1C'INGs 9R�A`. : . : ` - "' . �. 5. 5 � '� ANS��1 , , � .� .�.. �.. .�' .�. � �, . . ;.�:�� :;►5� i ea;.s:�; ::.i •: .. . : � . � o I , , �r �O �. ;. 0'Q�Q°". .. � . ;� � .;��.. . � : ��. .�'-- 1� . 0' 10' 20 30 �.. ;;� � � ', . . : ..; . � • �. •; ' • '.: ' 61��Gn� ° ' /� > � ,:.. . ,..: : . �., T 6185. 8 5 . / ' 4184, � ' . � .' x . 8 • ' . � ''1 8185. 8 • 8186. 2 I ' / � • / / 'x 86�► -�' 8185. 8 x 8186. 1 RUCK WALL 8185. 7 S I GN • ' WO�D DECK 8185. 7 WO�A T I E BORDER sia� , ENT Y / 8186 I � � 8185. 6 „ // x8185. 80 I ' • . I CURB AND GUTTER � � ' 1. 0 81I , p B 186. 7 1 0 8185. 8 8186. 5 8186. 7 , g ' ROCK � PLANTER g, 3 $5''1 � SI 6183. 8 81 5. 9 8185. 6 ' SURVEYCIR'S CERTIFICATE • ::_ •••'•;• x 8187. 1 I, MichaQl J. Post, a Profess(onal Land Surveyor registered under the taws af . " •• • "''• : • . , .. � 1, , p WOOD TIE B�RDER 8185. 9 the State of Colorado, do hereby certify tl�at thfs topographic survey was : ' �\• � � +S.�L ' � ��� • ' ` � ' � • 918 G A S M E T E� ,c Pl�vER Made by Me and under my supervislon, and that the survey is accurate and . • ` •�' •' �� � ' ' � .��ti� ' � 8186. 7 8186. 4 SID QWALK 186, 3 correct to �he best of My knowledge. . . :�� .� •• • • ,�.•• : � , . •• 8 87. � . '+.�. , . ,z:• • . .' ;' g186 I � , • . . �• :.f,:. ;ti.• .�, :, :.': • I v , F�UND MONUMENT 187. S � . : . :..� �,.�� �• - . � • ' •. �-• ,' - - - - - -�----------- 1/12/' ALUMINUM CAP B x , ,:. r� .. � .�. ' • •,. ,•i" , '.� ~ • @ 8 � . ( ILLEGIBLE) " • •. • ' ,, : '. ��' . . . ' �. ` .. .,`: � I � (f� � Mlchael J, Post �� s :•••' . . , .,, ..ti, .. � . �� .. � � 8187.I2 Q Colorado R.L,S. 30016 � �:. , • '�' : ,.. ,.. ,..� • ..� �. .• • � � n�/}� •• ••~• ' � •�~• ,••;�• •L .:. .1�1'.. • ���• . y.' ..•�.� ' N _ � ,' ;. • -,, • . . '•+ „ R I DGE EL=8227, 9 _ ��.. . ', •,.. .� • N . .• . . . ti' '. • • . ' . . I r1 i . . • / 02b0'(�" .. . •, , . :• • ; ` . • � .',;, :' ;. . ``' ', :� ' � ' p � � Date�------------ � .. • . . . . .... • .•,• . . • . •,. .. ,:{ • . • •. . . ; .. • . '• a � , � � �r• �� � •� •• •�' •• .�' . .�• • � �1. r� •. 1.•: • '1. • . • ,L ' I a �� . • . .�. ♦ . . • . •�A•r.��� � •�• •. •\�: � • 1 . •• . •L. '�I�� I ` ` • �� ., '}•. ,• . ' . .. .• j '••., • .;,• : . •.�.. y ,. , ., , " . • : •;. . . LIGHTP�ST �� ' , - , �'+. .�. . .. � , . . � . .' � . . -'. '�:� .. �� .,t. . , • ' O �� �o� -., •��, ' , '�.� . , �. � ;S �'�. •r.' y:•.'. :.. • � .ti � •,` , .. •� �'� . �ti � 8187. 6 m I ' � � '. .:`,_ ;�.:; ��PARKING �AREA�� �� .r•�' :�• .�' • :� .s. :. I D � • ' �.:. ••', . . . . • • t .. • 'ti ;_; LpT e W OD TIE BORDE � �. � t • .ti . . .�'�. •�, : ,'�ti. , :': ' .�•� � . .�, ' .�:.� •} •�• .1� � 4065 A�� .�p . BOULDER ' ' � �' .. . ''' � �; � . . • ;• . � • �.. W - • • •< ' ti , .,. • • . • . • �, . • � CD . • •� ti••r• 1r • .•y . . „ .t• ••�• • • y • � I � � ' '�.r . .V � .ti �j •� • . � .. �♦ ' ' • • � • . • • ; . ; :V . .. , �. . � .,• y:' 1 N�TES� . •. ••'�4� • '�l. �•. . . �J. _ �.• � '. 4• �. . �� .� 't� • � f ♦ .• ' ' .y' . � . ti ., . .. ' . ♦ • r• • �• �. • � �` , . . `'•; `.� : . . . :� . .�: . .,. :,; . ,`. , . . ,,�. . ., 1) DATE OF SURVEY� 4/27/2001 : . f. , L . . ,. .y;•; • . : .1 • �. . . y. .,, , . .ti . . `..• . ;, . . .1 . .. .y ' •., • • •, •..• • _ . . . : �. '� •Y 188. 2 2) SURVEY�R HAS MADE N� INVESTIGATIDN OR INDEPENDENT SEARCH F�R ' • ' � .�. , .y , •. � :. .,, . • .� . ..,. . '. ti . �. . � • '•'•� •. � y '.• �•.• � •tir• ,. • ::. . ... .. L .. . � . • • '�• : •'• c •� • • , . ' , 'ti� ,, ti;� ,,.r ... �•,• EASEMENTS OF RECORD C�THER THAN PLATTED>, ENCUMBRANCES, .,,'• ,t .,y.. .. ' :.: • • a.• '' �+� • ED6�:OF•ASPHAL'�' • • .��' ..••. • -�`' � , 8188. 2 � I RESTRICTIVE C�VENANTS, OWNERSHIP T[TLE EVIDENCE, OR ANY �THER . � . • •,, .. • ,,� FACTS THAT AN ACCURATE AND 'CURRENT TITLE SEARCH MAY DISCL�SE. . ._, • ., � , , ,, ,,; .. • . .. . � - JN. ~ � �•s ' •�� `• .' " Y,. 'f• • • ' � ' `. � .. ' 8182. 30 �187' � ' 3) NOTICE� ACC�RDING TD COLORADD LAW Y�U MUST COMMENCE ANY LEGAL ASPHALT p �,;' , .,,,,': :•'•'.•`�' :' . . : '� � �' •;' ,:•. ••�;••" ' <BASEMENT FL�OR> x I !v ACTION BASED UP�N ANY DEFECT IN THIS SURVEY WITHIN ,THREE YEARS PATH 0� . • • • '-' �• •• '•• a �•• •' "-'� '' � '• ' 8182. 4 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN N� EVENT, MAY ANY � ; ;� , • 4 . �, .. , .:+.:' ; . ,. . .,• . •, . ,e• � ' ACTION BASED UPC1N ANY DEFECT IN THIS SURVEY HE CQMMENCED MORE � w � '�` I� THAN TEN YEARS FROM THE DATE �F THE CERTIFICATION SHOWN' _ . . .�: . .- .�'•` • � �'` p •,, • . ,,. �' 8190. 6 HEREON. � os• �.. �..•: .;�' ' , , .�. B�82. 3 • x , � � ` � LIGHTPOST � �:.• • • ��ti •• � . 8182, 8 I 4> BASIS OF ELEVATION� TOWN OF VAIL VIEW C�RRIDOR POINT V,P.#5 EL=8178.4� , • � t . I.�.y � . • • : • . . ': ' ' 8189, 0 WOOD DECK ' ' � • 5) BASIS OF PROPERTY LINE LOCATION� M�NUMENTATION AS SHOWN HEREON . " ��� � : :•�:•�,•�••'� 8182, 6 8187. 0 W , , 6) BEARINGS AND DISTANCES A�ONG PR�PERTY LINES SHQWN HEREQN ARE � 8185. 8 ' ' AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BDUNDARY SURVEY WOULD 8189. 6 QUTLINE QF 8UILDING x 8182. B II BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE L�T AND � LDT d� 1 8189. 1 •• <TYPICAL) g�gZ, 2 '�182� 2 _ J90� ' 189' 4 SETBACKS, WHICH MAY VARY FR�M THE PLATTED DIMENSIONS� x POOL AREA � 19 . , 8189. �,,. .�-- �' � ' 7) ����� INDICATES CONIF�RDUS TREE,AND TRUNK DIAMETER �- '�"' , ' ALVE �' ' j ' ~0° 8184, 00 8184, 0 - � !„� .r . - < � "� � • � 81 C INDICAi"ED DEClDUOUS TREE AND TRUNK DIAMETER � ��O JACUZZI DECK - ` :P� f�E 8186 ANHOLE , � TIIITY ' , 5 186. � 178�� � � � PEDISTAL� '� 8186. 6 8184, 5 8186. � � � cn FOUND MONUMENT �' 8188.3 8164. 5 - . -�' � �' '� 1 1/Z' AI.UM I NUM CAP , - ` `,. -�-( 8186. N 82roQ Q�~ E6186. 2 CpNCRETE R�INING NALL'� < ILI.EGIBLE) 1 "� r 5. ft 8188, 1 8186. 91 ` � � --"' � � �„ �. e� � � � 8O' �•�ft � -� WpOD T I E RETA I N I NG W Wl]t]D FENCE • I� � ae9 ` ELECTRIC METER � �- � ti�� TV PEDISTAL� � E�TRIC TRANS�MER e;� ; �� , ��.' UTILITY EASEMENT ' t'- � � > < , , � �� r, a: , , a'� , �i t: n` �� ` ti � \ I•i 4 �:, RACT E � . ,, <: � ,: , . ; , � : � u+ � % n c i r . � T�POGRAPHIC SURVEY � �_ � � � L�T e, � BLOCK 2 � � � � ' VAIL VILLAGE FIFTH FILING � ;_ V ^ �'� � T�WN OF VAIL, � 'L '� 41199 HIGHWAY 6 & 24� EAGLE-VAIL � P.o. BoX ,23o EAGLE C�UNTY, C�LORA . u'� EDWARDS, C0. 81632 � REVISED R�OF HT. 9/27/Ol JOB No. 1313 � 970 949-1�06 r' • _ � __ ' _ -- _ \ f 7 1` �,i'' 1 V�¢�S � ;,' � � t % f � ,rf �,;,-.�, ��. �� o a;�, _ ! � \ ` \ �'Ly�> t.y„: �+y . 5�i��� ii't +�,Y4 %� ! `�„ . .. � ♦ ti F�'. j {�{���F [ � \ t�r�y�tir�te?7F� � II '�'bru��u �,� l.[-'i5�114"4 'i _ � \ \ '», y ;��.� EXIST CURB & GUTTER r;4;;��,-��r .�r`';_ :-,,,,�.�;;.-�:,��.,r ,,, , ` 'V r ,,•t„,� ,;�, .r ' ;�-n � �`r," irr`tice�;� ��TO REMAIN) � ��°. ,i!;,t�;��t�,=� �r,;�, ,-�;s«;:,., ,';.��,�l;.a{�� . �'� NOTE: � y��+�k'���{1°`'���� PROPOSED •I � � �� '' \ � EXIST. PAVERS ��r��'`�':+ ��� CURB & GUTTER pEAK LAND CO GSULTAN G'IN C � �, BEARINGS AND DISTANCES SHOWN � � TO REMAIN ` ' �'��`°���� _ � ARE FROM THE "TOPOGRAPHIC � +;,��y.�•�,� ' x � II 970-478-8844 FAX 970-478-8818 `� \ ( ) =F'����� �,� VERTICAL TAPER � SURVEY LOT e BLOCK 2 VAIL P \ � .���� � . i000 uoN'S RIDGE LOOP vav,,CO 81857 , '� �,� VILLAGE FIFTH �FILING TOWN OF � � ' 1,.,����1�` �p � . REMOVE & REPLACE :I \ �''�r�j t EXIST. PAVERS , N �ir�i���{t+�� �yE 1 r EXIST. CURB & GUTTER �`• �' I PREPA EDL BY EAG E� VAL EY DO / , • ��� � � REPLACE WITH PAVERS I }x j�� f � (TO BE REMOVED /� '''`�� �, � �`�,. � \ SURVEYING, INC. DATE OF SURVEY � / 1 '°��;���r;"=°` � � � I � �6 ��°°+�� . � ,,, ,� w�,' PROPOSED �� � \ , _ � I 4/27/2001 / ',,,+��r .� •.� �,:�` � ♦ � *1 � 2 CONC. PAN '�•, HANSON RANCH ROAD BASELINE, � � 2,5' � ����`�� . �• 1 �/�' SAWCUT OF EX. ' � ���' MA CH THE B SELINE O�TH NSON g ppOS�GV���R �,�, '�� -S . r-- \ A T TI N AY UT P INTS RIPTI N � � pR � /� , �,,�� ,� : � ` ASPHALT TO ENSURE a-r�� �,� �' } CLEAN CONNECTION I /,» � � "����F�` ! , �• -�'""��M��, .� �..�, RANCH ROAD AS SHOWN ON THE �-� � /� c ,,�,��,w;�;�., ��., r / L 0 0 DESC 0 � / � e / "^,-•_•." ..' }� / / / „- ;;;;- y,�, ���� r �,�+ ��.�. 1 EXIST ASPHALT ' y.M-'"' HANSON RANCH ROAD ` ,' ��{� �{ h � r' ' A 11+04.04 10.00' RT " � � �,��j���r�-4f = r '� ,�- BEGINNING OF 4 CURB , � ,���.'�`}�€}:: , , � ���<:;�^; r ��y.• I \ // ��f�'�IF4,� r�1FF� �IF�Sjf� f�F44�11 ,IY �,�.'' t , (TO REMAIN) ��`"' STREETSCAPE PLANS PREPARED � � b�:���'�����• �,��� {�- �� ��r � �.�� I / ��f;,,,s .;�' �;.��,�; � ,....w.,+.^�'......,�� 1✓� � � yt7�Y�4y7y,1-4�7tiF5�'Y` F,4tYr �i'4?'i��11-t�t +'t' fi; `-. `.-,.. � �; i' � i� �' �,n.t'!r � �/ { �� / � BY PEAK CIVIL ENGINEERING� INC. B 11+27.26 10.00 RT CENTERLINE OF DRIVEWAY // ,.��'�;,�};iT�;r;��,��,g_ ,��.�; ��.,�,,,�,� , , �: {{ � • �i ri �r-xic r yF u-5rr�c jF �r`r ,�t l t�;,' N.- n..r-'•.�_,,r�' '�-'f7.. �, � { f ,f gy ,,��,�rt,�.; z., ��„ ht�ir-h •;7s14;��r„���a:�tf�;7-�A�r;r �. EXIST. ASPHALT � 1 n r r r t_r 1'. r�ti� ����F4 11F ��t,,iF F ,.,� � � � i� }i.a`i�i. �_ - DATED 4/18/03 C 11+42.42 10.00 RT END OF 4 CURB � :I ;,:,, �'��-�.�r-:,��Ft��;�Tn�'F��f' i�� .Er�.t{y,-�,, ���r���� ,.� (TO BE REMOVED) � , • S s,r�_f;� ,ai:+.�t .fi_ ` ••t � � ��� � -7 F'i�R`F4;�Y}y}7^�7°F5'�Y"F.4�1'}�Y1-4'� 7 h6;7`FK;i"�;�7 h�?�l'tih'. `f'4 1 I I f f f 5.r.f I` f' f 1 7 f � D 11+60.69 10.00 RT BEGINNING OF FLUSH CURB � ,` _"'F F ` 'F ��{�y 3 ` ` ��� ` `-A�, �� F.� � � � ' 4 � /. _{ ����,��'��i, t,�.44�� ��-t r�!-tr�,t. ��.�rr �;�r�;r��'�;,, t,��:t., „ ' t 3 » p 4, i;., x,_b{x;_.3 s'.,,i{,��._,,.;1 s,� �_�,S,. t,;y.� i",� ,.M �; '�l;,: � ,n., t � v� // �2 Nt��,��rf��h4�.fYF��J�}4iI�"Fy�i.�4�'iIF Stt��1i.IT,n,F'S�fjF�'Sta�,' : 4�IF�i.F�yr.l F�'i jF�S���Ji�#srf�!#t� f 2•33 �.� � \ G �' ,,�r���'�s;�r�'�,��' z�i �,�t t+{� ,,�r',�,�i.�;� ,�;,a:�;�ir�;��, s;., �,b�,�at`,,$ �'�;b ,�,-�'' ...�` �'00 N S � E 11+82.86 22.00' RT END OF CURB RADIUS � g $':s �� { ` ` '�� y � s' f,�,.,�r���,.,���M,�t,.,'r,.b•.;,.e #<<1 �r��, f, ,��i. � � R � . � �'tit,tp Y„I4'�rT'rt��tilt}jY�,�7�ittf����1%F4��T`F'4'j1�4'1t�I.P .Fiy.;�iGF�riT`F�ui:'7-fiT°I-4t7sH�','°F,.Y"Yt;r ��" �. �� � , F� 1�� Ff ����C��F-.Jf-�� i.� F�' If��n�� 1Fkn F II=� F F JFk. 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'v ,rr., �r<y��- �►' xt f 6�l�11 111��'+� O � f�'.�����;M!a;�t.a�!f�b'��s,.�'�';`+.;'{� ` �}'.�oz-.� ,,V �� •►► qA•�y \ � v ZZ 7Ti7 t i F,i R;;j�i;�'7t;�T}:y,��i5-'�Y Y!'��� i l '4y''x - ¢t� � � ��{���li�����i�Tf��I�F�f'?F�f!i�'^ °° �L a; - �� 1' }� 4i. �r�j,S;.•� �i . ' 1 5-'r� '�Y�!� \ � - � '�'y,�;�r, �'w'��' F,�r;;i� ��� � , � DRAWN• NML n�.' � Ay�_tt��;Fat�t til-4�j�ha t�F�5}1'tl-�4 fYy�y ��� ��� �� -_ -_ 11 �e�y�l� J�k�lt��J��li- F 3 ";�;�i:.���,�,t�r��,�;�i���xr���;�r�;A � #���r�'��,ht5���4t���4r���;'r�F�, -- � , � �, 1 DESIGNED BY GKM r �� � r, r• ,� r�. . ;;�!'e-tlr���'�,�'��'�+"r�':+.r�{;a . ' I Gt$,ifi4�7rF.��ff-.�`}r��4r�rFF4}F.�4 5.0 UTILITY EXISTING FENCE TO BE REMOVED � �,�r,�f����;�b r,.�;�r f,t,;rf��t,-^r��� EASEMEN T � � � lf �Jf�"�{.4rj}.4..T��1-t'F�����'��tfr4+' ` � - _ _ _ - _ _ _ • 1' 1-y y � �1}'rr�!��ti I:VF FF F-� F� _ _ _ _ _ _ _ _ �„ r,.,.�, 4.,,,�Fr:�4,t,�}5}�,}� CONSTRUCTION LIMITS � I ��r��n�-'�',;: �,-,-� � � � � � � � � �► � Cr} 3�#,� f#� � J�i�iilF'�F.,Lf, _ � ` � I ?;�- -���-b ` _ �I I� �,�, 6Y; �:;�r�€i+�. o�,� � i n� - � :� GRAPHIC SCAL y 7-��rT°I-5 fi;Fi'�lT°Ftiri�,4r}YyhS�JT �� PLC JOB#: 1281 � _ TR A C T E � ��� -1f' F' Ft N f-�"'� � ` �I �ri��tl,��F.rJ� id F F I' � ;%h.�,e',.���;��`s,r��firc�'����. rq�,;r}�fr}�4.�1Y'F4�J7�SirY'Ft.r, _ �. „" �� � DATE: 03/19/04 :I F+�ti�i�fY'����x�k'F.f}'ttt�`�r'fl�}S :V s �Q ht'�iiF�S'tlr:}VrrT.l-4y�R1-Ci YYS�T7� 2� L: f. F F-itfF"=re-p �;o�:��b'���P���f'r,,�-��f^3;�+iJ��ic /1 / � 4� �T5�7}.y�rY9}�t'�p7.F4'�Jr"htt�rJT°Fi;tYl'h ' � ` / /�'JJj/" . � �Q �rl"�„�FiN�F��F�F[-7'1`�.'(-.i1.��� , �F � t=r, s., �s;�, •„�, �;..r' - `� '�s:ri*,irt,;rr`FS.�rT°rv,��i'"Fi;rr°Fsr •� �tr';.+'�`s,��¢;�;�r�:t;�r��:t�.��,� �',� �- � � ��}�A �:.���+� �� SHEET �J� '�j�'I rYq:yrrY1- rY, �rYt i7 .{ 4- " �`�i�'��S�,�t^.��s�!��_¢Fi.�r�'r''i a ,;,� / LIMIT OF HEATED � ( IN FEET ) ��r,°���rF��u�-;,fF�.4�.�;;w*�,'. �,- i' 1 �'r�';�r��;,�'�'s;�'�as .,.` 1 inch = 10 it. ;�r�:�e� » PAVER WALK � APPROXIMATE LOCATION �,; / � ? OF 18 CMP STORM DRAIN /� / (MATCH EXISTIRG � ,;, / � � \�/ / HANDIC P P.AMP) � �- �' � 1 . � � , � � �r -� �_� ..� _ _ - � � � �%`� TM 1 K�y •. ; � \ ��- ` � � o ,,;, � �� �f��,;,,���_�, �, EXIST. CURB & GUTTER :I __�� ;'` _ `` ? \ �`, f,, r;,i 1 � � \ \ �� �' � •� �� y,�_(TO REMAIN) J.'`' : , ! � 6��,, �„ � r;r�y�. �r.. 'r,��;��,2;y - ;'� �4�t,s';'?�t''`"�4. 1'' � II E.;yr��'s,r_ ir ?��,;rF�P,i �� � � ` NOTE: � - �� - � z ;�, :���„, r.,,, `�' ,,„, � ��� � MATCH8EXIST. fn�a �� PROPOSED ����� il�%}�yfi=��5'�, ,'f� - �': � rlj,'�,., .:'.�, � ''�' .,''x`'�r CURB & GUTTER jr�;�+;r��b,�_ .� ,�, \ `'�`�}k``1'��w`���'�;� VERTICAL TAPER PEAK LAND CONSULTANTS ,INC. ; � PAVERS `� �' '� `` "� 81.34 MATCH EXIST. .I � - � �t,. Y �:�,_F,.. ,,, EXISTING ELEVATIONS, CONTOURS AND GRADES SHOWN FOR � � '��' y : ( ) . � �`�•,. \ LOT E ARE FROM THE "TOPOGRAPHIC SURVEY� LOT E, �3 LF�► 12"HDPE `, � � II 870-478-8844 FAX 970-478-8818 REMOVE & REPLACE EAGLE / � G.7°I "��` � EXIST. PAVERS 1000 L10N'S RIDGE LOOP VAIL,CO 81857 j� �� BLOCK 2, VAIL VILLAGE FIFTH FILING, TOWN OF VAIL� \ ' � -i , ; . �,, COUNTY� COLORADO" BY: EAGLE VALLEY SURVEYING, INC. / `� � 1 �-,a; �� �181.67 FL � 'I � �� '`� \ DATE OF SURVEY: 4/27/2001. THE BASIS OF ELEVATIONS � / / f J . � � EXIST. CURB & GUTTER 8 �,,� IS TOWN OF VAIL VIEW CORRIDOR POINT V.P, 5 EL=8178.46. PROPOSED =�- (TO 8E REMOVED) � # I REPLACE WITH PAVERS I �� RM MANHOLE � � � \ � / GUTTER �er- , °� "k� EXISTING ELEVATIONS, CONTOURS AND GRADES WITHIN THE MATCH EXISTING 4y STO � � .��' � " � � CONSTRUCT AROUND , '� ''�,���,,• ANSON RANCH ROAO AND VAIL VALLEY DRIVE ROADWAYS \ / i CURB AND GUTTER , , EXISTING 24" CMP � ARE BASED ON THE HANSON RANCH ROAD STREETSCAPE _ / f TYPE 13C INLET ` � SAWCUT EXIST. �" TC = 8Z 97 � . ..r�ASPHALT TO ENSURE RIM = 82 38 � � �ANS BY: PEAK CIVIL ENGINEERING, INC. DATEO \ � ' "' I � 75 T� ���'"'~ .,...�-�""'� y,�,�.�» � ow• GRATE FL = 82.47 ��� �• ' CLEAN CONNECTION EXIST� FL 24"= 78 ��� 18 2003. THE BASIS OF ELEVATION AT VAIL VIEW � /� � R• / ' � ��`_ �l� � • }� h�� � FL 12 SW = 80.1� r,� x��: �'����,.r EXIST. ASPHALT � FL 12 HDPE = 79.75 ry,.m � �S�' 1► / �;+'i.ri�,F� ,t�1 v«.t .a , �,� F�- � �� CORRIDOR POINT V,P.�5 ELEVATION=8183,63. ` / / x ,,,�_ �.Y,�wr; ►� �,,,,." \ _ \ / � ►' � ,.� ' .,f���°�� ��r �� � (TO REMA�N) II �-' � FL 12 N '/�5 ������r ;��,�f,�$t.���,. ,1 ���r. '� 1�� 1F#�;� ,�.1 a� �i � , 1 `='�1:��= -:°! aa\ f � 1 _ ,� �" �? +�-",? ���'' +�� � � � ��� s i E X I S T I N G A N D P R O P O S E D E L E V A T I O N S C O N T O U R S A N D �� // F'4�jF,F4�iF�i'-1�7E�Y'4rt� F ,�'F; � 4'�i'yf4` � .-~�� 4 a�!:T.p� {.� ��J��f'f� �r"1: �1i1�' ''�� 4 5 \ / � 'F3� � 1F f�F t�F,' F j J,F_�i FI^ #' F, �• }ir7 }�b�'j��rb 5}i'a'_i�irb 'firy �:_' F'i��it� ,�fr.r4;rt;�y_tr�Fi'�i14 r7 ht rrii- s fisFS i�7;�,.�Y-},��4f�7�1-5�� Y� EXIST. ASPHALT � � � GRADES SHOWN ON THE GRADING AND DRAINAGE PLAN AND \ � � � �;�=' 1� � �� r �-���„ , �:.; �( ) �� / .�!1^�b��'.,�v71���F1�F�;7.�g �,"r�„ ,,,,�I I.4�dt�4 ;�,t,nft�FJ�r e �I � i � �f� � ',�' ��' 1 � I�({ ,4„ "1,� t;�s �; �=- � �.- � � 7eht�Y"�i'�4i1'41Tk:t.Al-t'�f}t�YtFt�}�� 71rT,°F�'�'.ry;t�, ��i�t�'.� t 1 TO BE REMOVED S PLAN-PROFILES SHEETS C1.0 THROUGH C1.3I ARE BASED � r' < < r � r f « r r r r� r r F ��f) �{�1�F�f.�.�=tl. C-i f4'�il�Ff-t E'4tl.F'I tl.�".�F�d�F tl.F N'�.�i�'iii`F,�IF ' M, ` � ,t !'� !';�!'i�������r,,,.,'rt�.,.r� ,r'f��„��,,���,�b s� . • � 3�34,n � • / �� I i:i.j� ...b.���"� �°ii yi i' �i�i' � "��y'� ai."y�" 1 '/' �u �i � k ` / �84. I�'r}q rT°�'�r 4�!�'�s i ! 5�" t� ri F � tt 4�"F �4rt9�,4.r7i���r$ �, , O 82 �--'"�' � � � ON THE TOPO AP Q �� � :;,��r� �f � . ,�;� ;..���,.} ����,�r����,��,.> .,��. , - GR HIC SURVEY BY. EAGLE VALLEY / & � ���� i���'-�r���=���P�1•`9"�''' �' �j �»,,;�-��,;;��r��',;;;7; i� •i 13+ 0 ./ � ' I F \ v *i���4;�,�r!�, �:F#'y+ ��II:�'i r'�I::.i�5h���rFtfir�.5t.r�_S,r�F��:4st'Fr4y��(a;h� ;'�If�y�l4Lfl4 4�Vi.f1�=�,4Ir1=ry4f�F*���I'�.,,1-� I�,• �l` ` ( � /� � G�R � ,���,, � � ,. �' x���� � �. I '{ + SURVEYIN - ^ i t. /. ,��� r ' '��. -�{ r,y ,;�y'�r;; ���� ) 1 . � J G INC. BA51S OF ELEVATIONS V.P. 5 EL-8178 4 N� � ��;�,�'�,,..!/�.', �.r�> � } „�,�'�,�������,��1�,-�.,;��. `�,,�.' ��;�.i���r�;��nt,;�;�',� ,•, 1''� i 7y � # � V� cx\� fw�P\ . :tr��f��4.�f_�bil�,��.�F (Y t� �tc�tfF{4�ifiF{ltf{4tIFF't��A1il1F'f4�I�G"F-{ ���i'_�'�al-�'4�tl�t'��1Fit�f7�y��'�fFSt�l�F�����f��"f!I ,t� ��3Co V t 1 ` - '� d�? - ti:? - ,?��4" ;, �•i,.W`�t`°.R 7 f' �f� V / ! � � ` 4.fO �4"' - �,�.�t�rr't�?"�'.��"�i,�;, , '��,f+;�f't�{,�f(�'�i.�'s�y4x;��pl�F�"i".T'{� 5'.f �'�s�`{�_f�C��i.��'����'l,�b�'1,�>�'_ d '`/7 t • / N F F C+iF°„�F';�.. ���4.ar,,r7�i.t� r Y9 y 7�-tr�F�'�R`I-�f Rhl-y�5 5r i�FSr i� y �'r5t���q!4j , 1-6 }t; i ,`�'�� : i..tY`i-s 7tAi.i75�'jrhht}�i.� IF�.fj 1 �' � f��^. t�F JI f�1 IF fF I'E I� �fllc tf_ �_#�f�F I �iJ��,yf! . �7� i \ � � � , �bF � � �b �� r t � � � r �; 2F t ,�{�;.;.��;�e!%f,�w'&�,4b rt��{_�f�,�{1�j'i;F"_F€',."..'±;�;�' '�';i"{_xi�4°sj�biri,�<"r�f�ir q.b�'•��;`'� _#..;{_�;�b i?'1�;'{�.,+„r1��{•�2r.�{_��s,.M��s;�bi�'fn�,i � � � ,, � l FINISH FLOOR ELEVATIONS SHOWN ARE FROM THE � � I ►-� � i / -5iI�5-4'�17`I-4jTtih"1Ti-yJT`F4'�f7`FyJT�}�t tyF4F7`I-1t ir?%rbt� ('�.t�Yc�t�f Ftf�vl'4�jT�I-4JT;r4JYy�I'4 a1Y�4�J4'i-5'rrli> 4'il�l�'��f�lt'�jf�tJf'I-4 7�F4� 1 87.43 IN�ICATES EXISTIN R / �.i ,�r� ��' ,��. fi���',�� ��r`F,;,- ;_.� +r ,� ,,t `�" I C ' G G ADE �EV� ;F� L��# t-� F�', �F ! I- F L !,('�$ FF �� } L� 4Y' JF� 1F�r L'� �;Fi+ �I�k'F F#'JF M F� 'I"� 1F� / ,<,�,r�4.,�;��',r:},'-,�;�.ar - ,;,�, :,�,r' ,a� ,b,� �, �'� ,r �- ,r�;< .k,'�.,�;i���;'r<„w�,�;�,.j, � i u ( �` 'Y. J •:� ',?_ u :` `v*- �- ,� .� ni',�� +' � i � � � � ,<;�,.:�_ ,�;_ ,�,.,r,,,�� �; � t;., $;,,;�, � EXIST. PAVERS I ARCHITECTURA P A � .�.}4y Yr�i�T.`tt�r°Ftr i°Ft�'7vny 7%tr Yt*� s7'j���'ry liJ-5�fY�;Alfj.t�sl17 5 rr4 '4��f�Y-S��l-4'._Tt,�{Si�i7'i• i..4'i l' t'rl'. �ti��yl�'I 4y��=F4rJf F%k5��ry� � � L L NS OR TIVOU LODGE, 386 HANSON \ �� ,;�����r,Fr1a��.t;;r����F���F�,:��F��rF€���it-ii?F�fiJF$�r"�NrF�jaL�{,r:��,:��; ,w�;�,��F�rs - �, ,.`� �.���,�,.,.� � �t��.,�,��,,,�r�,,F. , �--� t � � 89.60 INDICATES PROPOSED FINAL GRADE ELEV. � / � ,,_�����,,� ��� �•����b���,� ��•..#�a;�>�„ ,{��_�z,.},«�J:,; �,a,�, � ryy,+ir' ir���4i �}i� n , (TO REMAIN) i iyl_tt�7M1I-tt Y�,5�5f. °F4 1'°1-t Y°Ft�T�Ft��7°F}'�r�yh.t�7°Ft�Ttihi'�r7��i�?T"I-r'ii�l.i. Y;IF�i41-4.Y"fil��1 �{(�7ra 'rT1 4�t'1 i I r i � RANCH ROAD, LOT E, BLOCK 2, VAIL VILLAGE, FIFTH FILING, ` � // t,.rfrt�,�,�� fFt fF�°rr�,�r-�,;�������Ft;r;F� ��fF_rF_���,f�F�t�� ���;<��r�-�.�:,.�1 �r� '�° - -�.,��,�. 4a. + i n RV J � � . _ _,,,��;s',�s,�r��;;r_��;;�',���}',^�r��'-;?rs;,�r$,_;'�;�,,�:;��s{b;,_=5=;��g,b�_,',,�;�;��r,�!',g., �` - .�: I W i VAIL COLORADO V 1� R S R ' '_j_.t��^k5i �k�!�3jt'iJ�kSrIFk4tI��tlFryl�'�jF�S�I�tSif t4�tF45TIF{4�IF�'t�G%y��'N,f�'t1F�4irF3�`�j��'�F't�Y� ,-k� M ` , � E 0 T DESIGN ASSOCIATES � / ,fr.�'��.�'� ���a?',�{r�;�;�r'�F,�r�;��r�����r��'���'�'�� �s;,f,{,�r.�� r��,..� .r�,��.�;.,, ,-�� �,� - �,,� � � „ � � �; ,,�,, �, �f,,�, =� ��-�t� �- �� *� � �, � ,� �,:�,�._ �,,y�;,,_,�b, EXIST 24 CMP � 5 59' M t / �����c��E'I:ci s F�I-la.j+F.i�}tl��Y1.'Jltiij��hSr�,FFESCI�_�\ffY�14i��Fi•1IF}�tIF�5rlr5,Y-���IG'V'tFF�ilF_Stfcli4'Y "G � � 0 � INTERNATIONAL DATED 7/20/2001. � / . /��.:,� {�;��r .,x�.,.,�fJ�,���, ���;��4„�t���ti�,,.,;�;,�.���ti?.����f,€���;�;�.���,,:���������;�br���r:4 ,,� .6 ( � W � � � � , ��,. ,� �, t , � ,,^ ��, , � �,;,�r / � �I!-#'rlFF{S.n}F�?fJi'F'S'y Ft':f�F4�.f�ry$S�I'�j-� fjFAtitlf�'hrl}Ffi�"1111�,tlLi}'yi1F44i�IF��11FiJ=1l�'4tJF'��#StTjFttfY�°I- .sL"���c� �� � ,..r.�'���.���'�,�'r- �,�� ,�;��},��r�;,:.r���.��<t"�°.<,,���'..���'���;�br��g�f� �,�i�,r-,�r•�;.'�,�+rj. � k,� TO REMAIN) � \ Li�,r4yJF�FS��,�I�7{4����F�S'��'.y7°y �I I'r•�jy�I}'4�j�t,74yfF�tf�F t�r�IFF4i.fY4t��.f�FF1SJf�;4ff�FL��r_'#4�IFy��_G'htt'��a-N��tr..T,� ` i�(rA EXIST. CURB & GUTTER � � i �p Ft i f'I� (� f r��• ,I% J� a r f 7� f( ¢Y^ 1 { � \ � �I4� F TT� 1`fiif ��'������#a 3��. ���N��f ,ii 4 �3r�b� 4 f-N rt- � / �84,� '� �'?"h�}' � } �? �'���, '` �"`�`'' k �i� � (TO BE REMOVED) REMOVE EXIST. INLET � � �5-4;"T.°Fi�"9',i'i`F„�.a�� r��i'�:4�� -�t5-y i`F't'i5-�? t��71-:� ry.i'_l i,i f5ri'�'i'S-.�r'-+ F ?�F<���Lt�"�'IF iIF:�� 1 71Fi�tl fFi�'+1F „rii�S�r,'�%4!t.rl f li"�' t� � 1� "_' s.' "I"'� � '] k it� �x �fi �r�a. 2 �1 vr, t � � V- tl..4-s��l�d.4 I.r4 c f=F�'�c-4'� �i. ` V ' � y �, r, I / , I'€ �F f ,� ?�r {a� '?� ��,7 t�; r��,4'�:r'{''�,..{�#.�-r•e.f;t�f+��'�+ , r � „��t,q�;�r,��t,;�rx;rr�=,,t�.���,�!��`}���r�,r�tY'1-ti�''Yh�-}?.P°F r;�;�7,�,.,,,, � i INSTALL 24 CMP F-�--I � _ � � l t��lk.ilF r. 'a2f- tl�'fl- d�F I-_ �r r.-'d�t r1F 4tr��F+4F7��, lck�'� i�wf-=�,�.i� n r � � \ r{`�t1fFt�r;�„rr�,�Ft'r��;��.r�s��rs;1�"¢��i's;�'''��>;ra�'a;�,�r'a:��"�'r,�i ;4,��i.,�rr.s,�br��,�,�'�:;��" rr " �y / 4.�4� u , t � // ��,�;'�� r. ,'- ���-g-;�. �- �.- � �� � ,r ��. - ,,,-.��,.,�._,,-, ��-:�.�- 1 p�. o � BETWEEN EXIST. 24 CMP � � f rL•#r`ifF�rpF'rF�;r^}t,ri� �F'4p}Fr�F'4�riF r j71 tt����ry.ftith5F5�h5•�� i tt�.l-,rT l}y�r�, f,i,r�i- , � / / / :r���;"{ ,,?,�t;,"�•�t+.{��;���,ts��,i,r�,.�,t,r�'�:"f:�;�,�¢•,,,n� �'°'�'r���r�'.�,E*�. ���'��:tn�."�,���F�.,r'c.� .,, /' � � :�� � i�r� s�•�,��s �r. /� � w O Ftp� Y7-.4F'T°1-ky`y� �'.4�'yl`F4�-�'��.y%t�ji'F4�T�iyrY°Fl�T1�4'�i°f4�'i t'�7�1ir�7Fi.;�}��� I�`,,lft4 f`1-i, { J � J;• � W BAND COUPUNGS � , � \ / ' / , 4����F-�F��IfF�d �'7 k,f'� 'TFty�F�SFL'N Ft IFt�71F�_�Si t II_��i� Ji i f" � PROPOSED W �`�`�',.,+"���;�'�"{t, i�•�f'�'i;.?"�, ,�r',F��'/�„�'r•'�F l��;E�'r'�;.�'t�s;a���+'�'r.;��� .r;„"J��iy����,4� r�� � �. ' � , { / � � � ' � t SirT;i!i�JYyI�4'yilYi l'�4�jTy7 4��t,�Ir1'1'�4r1.ioF 4�Ytl l7.i{.5i . 1° 1 ? -�?' ,�;�y� ��,,�, �. , V I�'� 1 �i i r- �; r t' i�r: r t iti},i�1�7 rFFg;rFh;:r�'1=5tr I s r F�r 1 s. � r�;� a �k ,t � � x � .�;,.r-�w r•�'��•��x,r.�4�rFt,�r}*M ,€�r��=r r��,r:� �r.,, ��r €;� ����F:�;�;r,���,r�-��a��,���.,,,� , � ' � �i o M .� 2 CONC. PAN � Q { �,,�;S� �,_ �,_ � ,.,!w,�.t,„ti � ���,�_,,�;w��,,,�;.>„ � �;, J� � 41 FL � y � i � �/ �t r,°;;'r�s�7�j f�}4�Y7 y�.Ty7-4�li�-�}',�,,t, ��.,��; ,si-..�4- r�,,,T 4�t�,;t,-,- ��� ��, �-�� �� � � �' �' 00 18 9 TORM M AN H OLE � { ( { F F ,F ,F �'4� ,!F � .'I. 1 'I F 1F i# �'��I 1 S • j F�'G 1F i��FF'.?j!,i_ 1 I f I ti �f 1 t�", t I f I f 1� �Z�/ ` � �V - � .+iri �r� I' i t�� '� � � � � {�.� a� } -' � t FZ . 8 ��r� r�sr fa ��;����,�;�txr�{,���,:.r�f,.�t�t tb�.t;' ��r;.F;.r:;��;4�t,�,�i.�t.��! Ey arr-,r -. �"'I . � � �t'�E ) ��r;�r ;�� �� � � �� �, �, ,��,: ,, , �.:_,�_,,��_. ;�, � � , � Ni � ONSTRUCT AROUND � 4 � � F:��i+��F���lifl'•4�'N�Ft�ilF�t!��',�4�iIT�;F4y�F�4iIF{SVIY*`F1rfF„4rfF�4�!},4lIF,F�,Nt7-t�f•?}5tfj1F 4yr'y�`'�r'I' 1��}i,•`! �t5 1 `J G / ,x,,„'��s,.ti t•�,.„r;a�y��„f i„�f;¢„�'¢r€¢.��v,.��;4a¢���r���r{�,t i?�'r���it����'�,;.;"4���r�,���'+`�� ;,.r,� �' 't / pp � �� O F-� � i � �Y,� � � iiF�.yf F}w F%-;ii:i'irir„'�Y.t,°r:l*�i_F.�2r-_'�r'-_ Is- Ji..:,.rL� '• rl�t}tF 4�}��f;��fF�Fha�� .'_` ri�'S4 L � r i � / � � R. uR /� „f., t;�.f.,,tb��'�a t��. �„� ,t,, ,r �n � ,-2.� � t �r t � ,, � D�. __�p ��, 4 I � � i r t '�7 4�T, r i 4� 4il*��I.'��it°e�Fii'ti"F Y�rY Y � �i �/��j '( � `` ,� �,�� ,. t � {{•,,�• F'��,:,��� ��,.��r•� r�t����., �..��{�. �.�<<�;��,�.� f�#��,���;��; XISTING 24 CMP 0 % � � I�`��� " A�\`� � � , n I tT'Yr"I-V�i"I-i;�,7"I s��i 1 t�T 1�5�,' i iiT�%-4�i'Ft�Y"Fiy R°I-i�4°1-�1i'^- �{M'}��i°FiT�T1-'�iil�5s't,ti.;�, t� - '� � A� � � ` � f� � X`� Mn � �'�+'�.i�IFt,ti4�f�'t.fFt ff-'t f� �IF � �� 1� i�- af� �. F I�t��tl� ;4W��..I *.._ '� \ � I� ����� �,�_ ��r,• ;�r'-+r xY �; ?�•�'t'r t�r�;:r��r�" r.41,;.;�r,�w��^��'r- ,�f'�' .�' � PROPOSED � � I-� j � / � � � RE /� f,•,;.�t„�ti� r� i�Ey' r51� ���� �;tl ��� 1��� f"4-+�I � . i"'" ? �:,i :-,�_ ,�: � ',� 1 � � ,i, {- 1,= �' •r� /� 11= ^ /� ( / ('�� � ��ir°I�-I �5 rr�It�'r lt::��r; ,�71�s,i� s,�'f��,ft,l,rrtl-yFr�:F t"� ��.i'�a�:T'� �7s}4.t1'•}4ilY.}�• F� � J C �[ / � + � / . • 'ii.rr�� '�(.�� iF.�Jf-� 4 F�� F- �F y,iJ i• JfFt.�FfJFf -��•.��+fi' CURB & GUTTER IV� FL 24 V� L� � / . � , �r..+ {�w�� �t�r ,,�r'�;�f.r��,�$;� 't�``��Fe,�,��'����}�'�� p -^" TYPE 13 GUTTER INLET a� �o�• \ � �;'t,�r'' �;�,�'r,'r; ,F4'f���'t.,r;r,r,5 i;�, r,r,Y,4 , y.,4i°i' r��' - �t � � u O ft �i��t�.rr-t � �� � r���"'-t'P��:ni��- .r' e_t. � � t #r; r' 1�� J ,� • j {} � � �_�f r n��,.�3 ; �;:�i;ti,�,��4�,:.,.�,�,�.�F"�.'���'��{��'a�,����, _ -,,y�,_ �4 GRATE FL 83.90 �.� 4�� � VERTICAL TAPER � 12 HDPE 82.29 r-, ,-1 � {{(t � -,�ti':,�'_+" 1� ,��- :� i:� i�-._.i:i��:�,�-� ,�"'i,_„ /}� 7 � iJl_�,��'tli. IF� {_1fF ! I�Ffyj11F 4ti'�FSf,�i.-;fv'1F� IF rr=��t fii M � f / �� 7��1-'Sr t+. � ��' i inj'�v�f'j;,• fl'�.f'��f. F�-.pJ:F'f!;�t�:T:'f4,��� i; �,t-" j5 � � N V � � �� � / �,, ,.., �r� - ,+�. - � � ��b �,� �;-���=>>��1a`r � `i` "ti FL 12 80 85 � � Q � f 4a.1 ��SFf��r4i�JY_�1+1f��'��IF}}tiljF'4tf11�'.��'ilF;ti�l�'i7��Ft�f��t*v��r� _ tti' � • y'�. p O � ,,�>;,�,r.;,. 3„a �-� ' ,�,� �;,,��..����,}�;��;�,�{���_��,�;,..�.;w;���;���,•�,.;r..�,�,,,:;�.,i�,,�� ,;,T�� Q.i�`" ( 4)MATCH EXIST. 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R.O.W. - �` SHO W N F O R L O T E A R E F R O M T H E T O P O G R A P H I C w � -�' ,`�•�`Y' �`�..`�. `��`L�"�` � '� �'�"" - SURVEY LOT E BLOCK 2 VAIL VILLAGE FIFTH �� / � ' �44� FILING TOWN OF VAIL EAGLE COUNTY COLORADO R A P P A P 0 R T � � EXIST. �oN�. PAN ���������*�4�-�������������' �.�,r..�.� �.r.�._.�., � � �.-�:.�,��;�L���;�,,, STA. 11+42.42� � � � � ►► �, N ��,4���`�;:��4��•�4���F�4� 10.00 RT. 8Y. EAGLE VALLEY SURVEYING, INC DATE OF OO w �J � 'rn��`.YU:.Y•�-�;,?.fr;���•'i;u;'��i�u;4'`+'Sa ► . • R E S I D E N C E � ����������������� „ (TO REMAIN) 4=:�'���,�„:;�;����,4���,4�=��;, END DRIVEWAY SURVEY: 4/27/2001. THE BASIS OF ELEVATIONS IS ]t..`a�j{M1ity'H�"w i�i:�I'!��?L1 �,�,���.�,;=�;���;';�,���4�:�� STA. 1 STA. 10+70.00 ���-'�;���:���:�w����� , ' # ��;;���;s��;�G�-�;�;;�G�y , TOWN OF VAIL VIEW CORRIDOR POINT V.P.#5 � STA. 10+41 - LIMITS OF WORK. 9.00 RT., FL ;�L���°'~�"N��"u��'���'� 10.00 STA. 11+60.69, " ��u � �,�; � p Q 4�:yi:lY7`a4���4m��.4�n.4�" 4 EL�U�7G�.46. BEGIN PROPOSED �"'s."�"�`""`�`''�`"'�`'�'" I BEGI 10.00' RT. (PER SITE PLAN) + r ��_���,x�;�__�v;,�, a��k'`��4�;��'.�����t'�G:'7�4 O 6" FLUSH CONCRETE BAND BORDER 2' CONC. PAN ��'�"��"�`����'`���'��-�`° P� EXISTING ELEVATIONS, CONTOURS AND GRADES �`;,5�•x,;�4�x;,�G�i�;..�.,,�t�,�;� BEGIN ENTRY AREA �x�,���,�.}��,��,,�. BETWEEN PAVER WALK AND " �;�.�u��;4;��.-��;��'�4�?�� � „ • WITHIN THE HANSON RANCH ROAD AND VAIL EXISTING ASPHALT. SAWCUT ''"�"�"�`3����'�`����'"� 4 CURB y'���'`'' r VALLEY DRIVE ROAOWAYS ARE BASED ON THE � ���'`��'�����'�'�y��"�4� PER SITE PLAN �� �7uM1�7"Y�-�i�4]� N'n��uy EXISTING ASPHALT TO ENSURE TR A C T � ������ �W-" � � s:�*����s�,4::.t��:.��t� t,�,Kl�,sG:.�,;,;�;;.�;;,�,.�;�r HANSON RANCH ROAD STREETSCAPE PLA . , CLEAN CONNECTION. ��""��'"���`"��'��`� `�4��*�'4 '� 4'`- � TI � /O I PEAK CIVIL ENGINEERING, INC. DATED 4/18/2003. � ���`��*�� � j ����� THE BASIS OF ELEVATION AT VAIL VIEW CORRIDOR _ - D - 1 ���..��1�����:.� , '.�I..,L��G,,,:i'. d I v f "�'"�`�`�''�`'' � � POINT V.P.#5 ELEVATION=8183.63. � . , - - � w EXISTING AND PROPOSED ELEVATIONS� CONTOURS � AND GRAOES SHOWN ON THE GRADING AND � o,n = DRAINAGE PLAN AND PLAN-PROFlLES (SHEETS � ^ � � C1.0 THROUGH C1.3 ARE BASED ON THE . _ � I M I N T P OP OS D TOPOGRAPHIC SURVEY BY; EAGLE VALLEY J J � STA. 0+00 00 L TS Of C S I f�U C I ON E SURVEYING� INC. BASIS OF ELEVATIONS V.P.#5 z z � m HIGH POINT E EV - 8187,06 0o W EL=8178.46, o HIGH POINT S A = 9+99.65 u� °' �OR TIVOLI I�ODGE w � �______� �,��^,r�,,,� r,� `n °'• ,,,_�� �,,,O�n, c� 00 w __ .,._...._. .....,�____�..� ._,......_ � FINISH FLOOR ELEVATI4NS SHOWN ARE FROM THE -��� �� � �~ � PVI ELEV 8,8�.23 w� �~ � REDEVELOP ENT PROJECT ~ r�rrr�~^ �~�r`��� W���� _���r� _� _ � ARCHITECTURAL PLANS FOR "TIVOLI LODGE� 386 u, A.D. _ -2.70 � � HANSON RANCH ROAD� LOT E� BLOCK 2. VAIL � W r � � K - �$ 49 � � + °�° VILLAGE, FIFTH FILING, VAIL, COLORADO BY; � � � � RESORT DESIGN ASSOCiATES INTERNATIONAL, a a °° m , v '-'� w a � � O DATED 7/20/2001. N � ���� W Y Y � 1.33q _� 37% N FINISH GRADE � w O Z � Z o _ _ C� BASELINE + m -}- � m 9 � ' ` 1.9 2l - - ._._ _ � W ( V o a o=o > . U W -137� '' a � � _ ........_.,,.� � � � DESIGN PER ---- N � � � � ;' P3&J PARCEL ' - - _ • o 0 0 i � -0.73% Q � � � � -�' EXIST. GRADE �- o 00 0 � 8-}-8�4�--- _ �___�_�..�..g.1$4- � `r o 0 � x� _ ., �; o BASELINE' � °�\' N N W z & PROFILE � ~ � � � Q =', o 0 0 0 �:. :� � r� _..�... .._...._ ._._. _....._._._.._..�...._...._ .� ..._ _. .__._......____._._..._.� 2,5' 12' 8' 2' .�.^_.._._.�.._.._... _ ..._. ._._........_. .._ ..,...._._..,....._ ___._.^ _.._......._......._ � ` N M Z � ;�, EXISTING SIJRFACE ., � 2� 2� EXISTING SURFACE - � Pq�ERS - -' �o,.g.a.a,.,�' !, HMAC BY OTHERS) ° 0 R ° �'��0 �G�ST _ � ( • '.O���P� _ _�G/sj,�,� ° ���G`W►Cu `��FO m •., M1 � W :c� �K!�; �O' ���� ,�;. � � � PROPOSED CONCRETE PAN z ��v',-. oW 363 � , , PROPOSED CONC. BAND (PER TOV DETAIL 240) '� � � • 2753 :'c� ��• �c► f' (PER TOV DETAIL 240) ° ' �-3 • .`� ' G `, � ",o.� . �. �; °.�' ..«.••' � _� � ���� HORIZq�ITAL� 1" � 10' � _ �'°�s�,oNAL��U�• s� NA �� � PROPOSED CURB & GUTTER S A.10+00 - STA.11-i-16 �BY OT ERS +��� ���� U �A���ro��ae�°e Z,Z D� (PER TOV DETAIL 235) :� EXISTING CURB & GUTTER ST .11+16 - STA,12+85 � DRAWN: NML , V DESIGNED BY: GKM � ....._.�.... .�...�.... TYPICAL SECTION �, � REVIEWED: EGW � `� � ° °' � � SEE DETAIL SH � ETS C1 .6 8c� C1 .7 `° � � PLC JOB#: 1281 •� :� � o � � � � � DATE: � � � � � � � 3/19/04 - �; 00 00 00 0o ao 00 00 _ GRAPHIC SCALE ���� ,a o 5 �0 20 SHEET • i 9+50 10+00 10+50 11+00 11+50 12+00 , . � �� - �r :;, ( IN FEET ) f - - C1 . i inch = 10 f� ir-� � ii „1 (fF', � � + 1{' iHE�'i ' .��,� ',''F,.{;p. ;�';`"t',_ t �4F4,T;F°j � .r ;��I���J:F4��dJ���F ���' ��+_iJ�:��rF'i+).�ir �'^ ' �� �G'�'�ryl�''?��, �F�,..�� '=} ,+� �t. ° -.i�r, PEAK LAND CONSULTANTS, INC. ' �� / �-�,.�- ,.,. = Ex�ST. PAVERS � ��/" „�" PEAK CIVIL ENGINEEftING, INC J (TO REMAIN� �. 970-476-8644 FAX 970-476-8616 / , � �� .� �� 1000 LION'S RIDGE lAOP VAII„CO 81657 - GALATYN 1 ! � � � �` / �' �' , �� - ,,�''�, 4�- 1 � J � / � � �� � . n , � � ! ' F�` �� � S�, ' O � / / � „� � ,., , � � � � E E R,�. . a � } �i�i � � � � � � '� �'' � � � MATCHCBEXIST. �� �� f � 1 � � � ` �"' 4 ` '�' f � � � � � � / / -'"�� P ! ! � ! PAVERS ., � � - N -- � , - �s� - - Q � I � ` PROPOSED - �' � ` EM �� � ` } � PAVERS � / � � � PROPOSED 2.5' _ E � � f ! 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'�� x} � �..--� EL I,.F�' � EXISTING UTILIT1E �' °' �� �. '� T ELE ELE� -- '-"E (LOCATION BY OTHERS� -,n 'ea°��p,DO REGjsTF,� :. , s.o' U11LITY � 11 e o 9 . DRAWN: NML , ELECTRIC TRANSFORNER EASEMENT _, ° v• PE�K� �'•.,F . � � — � �� � ■� � � � � � � � �� � � ■� ■� � � � � ■� �■ �■ �� �`� 1 `� � v': = DESIGNEDBY: GKM � � �,. .. CONSTRUCTION LIMITS ,�4 `� �' �, � �' �� � � : �� 7 3 `�o REVIEWED: EGW � � '' TRACT E � �° ; ° � � �� ��`� . • `; _ r .�" "'� �' � ,,� � , :;�FS�� ���`.= PLC JOB#: 1281 �� ' � G� ` ���'°���A��`'��� DATE: 03/19/04 :� GRAPHIC SCALE �� � I � , � ; �o o s �a so 40 �� .!J � / �� j{�'��. /'� ,� SHEE l V �-'`J - ! ( IN FEET ) � � �j `° � 1 inch = 10 it. , � �r � C1 . 5 �� , _ ; O ��?F �, ' r4� {�r�i' �I�i'�(f°f f�q-.4y'�. ' �.1'.� '���;�, t� r,�:'t ' ��� -0c .i „r'F:�ir��-r'� +i'. 7;y�'{,.{!�{+fr.� I�., .i.��f:fsM1rrl�� j ,�_J ir r, "='-i- i�„ , . � '8c :t!��4?l��;`�'i�' - ;�''�_>'�' Frs,'-�`Y�r�`�'i.,. — { 'j""'{� " PEAK LAND CONSULTANTS, INC. PEAK CIVIL ENGINEERING, INC. 870-478-8844 FA](970-478-6818 - lOUD LION'S RIDGE LOOP VAIL,CO 81857 . • . SNOWMELT TUBING TYP. SAWCUT EXISTING ASPHALT MATCH EXISTING CROSS SLOPE RE: MECHANICAL TACK COAT AT CONNECTION . INSTALL CONCREE BAND FLUSH 12'� DEPTH - 4000 PSI/28 DAY CONCRETE CONCRETE UNIT PAVERS WITH EXISTING GRADE WITH FIBER MESH REINFORCEMENT RE: LANDSCAPE 2" BEDDING SAND 6"X6" #10 GUAGE WELDED WIRE FABRIC PLACED 2" FROM BOTfOM OF BAND INSULATION RE: MECHANICAL TACK COAT AT CONNECTION T/'� � w�..r w.. wn • r S• 5" HBP � � s�..' i .Ni�}�{�tYSji'�� ��'�'I-4���jti'7'4,.Y7'4�T}'�T�'4''i. /�. • ,, ..w �"�� 6" CLASS 6 BASE COURSE y"���;i,�'��fl'��PII�Ff,����f�F�{�1"�'E4;�i��{f��rr��,��,; :. . .. . .°. . 4�' S�� HBP 'r"Fi;rr,aFit,�F°;�fr,��?fr;1.�„fYy�t*� °Fs;iy;1'y*'j��=jr5-5,1• �• • !�, • � SF�' IF� IF'� F€-�I-; F�; l� � t�'�•r.+�r,.b'¢�;�b?'�; 4�r,w�r�t'r�;�"r�f�;�r��?fr�,. .. ,.• s . �<4iTF-��fllY�'r5ytYil'�4}I���I�}J��F��'44jJr}4'ifYS�'$fT�'tYli7.5j}�� � •y • � � L�i'�;�;{���;�t ��,jt��y r ���'F�t;rr���i���x�' .*«•'� ,g� • - °I-'t�i,Ftrri°Fttr�f�;tC"{���hf:"-t7�}rfY°I-SiR°I-'?� • • • ���d �! � �an���.;r���,�F �T,',If'�r€��+?{*'�r����' • ' • ' • ' �- �°;�`�fy �.,.r��r ,�-,-�- . •,' ''i: , ��:���4,,��-t�t� 5�, r �r,��.r�-'� .: � ' �': 8" CLASS 6 BASE COURSE � �t�;�;�t„��:i$�,������4►r{�������y,r•F?����;��{: � •' •, .' � - ��'�- E„�,� .yr7."Fi;�r44r{;rY,1-�„ri r t, �t1Y�}4i174Fti'1�5k'4fF,7-tifi ; .• �,i . � �IF F r.:.-�.��4'-d�.: "i`''���;:�t;`��..��i�; i�;�{�b���"��t�4�+�'"!'t�;�'.'t�.�°�r�."�` • _ . '� e COMPACTED SUBGRADE yt�f�}4�fF;l'4�IFi 5�}FSrt��f.4.1��F6fr�F.4yf�F�'4�ij�hF�'ir�F4„it� •� • � • , r w �`'�r'r�ri=�{�t,�;,�;;��r';k�rc������,��,r�;����;�,��,��r� � W SyIF;i'IF.VFfF�,t't.1T�,}S�,JF�F�ttFR4HtF#4t�F4r4,f�1.1i�I'F��tf � ^ .r..�;?f,r•�;�x���,��.�t,�����r�;�r��L�t����.��r{�t;�r� :,, CONTINUE CLASS 6 BASE COURSE � ��el-��.7-y"'M�er,''.:tF4'�f�1-41'Y�ir��ti� ��,i�5'�Tr¢Y5'�' � ar��F��+'' ``�����1�Fr�: <:.�;�r� FROM ASPHALT ROAD SECTION UNDER .,�,� —�- �`r'�� �{�i -- ! �� 1� CONCRETE BAND. (4�� MIN. DEPTH � �0 ,!��;;;f��,;,��(,;�i �� UNDER CONC. BAND) � Q � � � � � � COMPACTED SUBGRADE � � O O C�NCREi'E UNIT PAVERS ON GRADE 1 ' C4NCRETE BAND ,_.�, a ° ~ NTS NTS � � � � REFERENCE; TOWN OF VAIL DETAIL 100 REFERENCE: TOWN OF VAIL DETAIL 125 O � � �./ � �� � � � � GENERAL NOTES O E-I 1. ON CURVES 3 DEGREES OR SHARPER, CURBS AND/OR GUTTERS � � ARE TO BE PlACEO ON THE ARC OF THE CURVE UNLESS OTHERWISE NOTED ON � THE PLANS. A MAXIMUM CHORD LENGTH OF 10 FEET MAY BE USED WHEN THE w DEGREE OF CURVE IS LESS THEN 3 DEGREES. 2. CONCRETE SHALL BE CLASS B. � O � T , 18" DEPTH — 4000 PSI/28 3. PROFILE GRADE OF CURBS AND GUnERS SHALL BE LOCATED AT THE FLOW LINE. v DAY CONCRETE WITH FIBER � EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR MESH REINFORCEMENT AT RATE OF 1 ,5 LB./CY FIXED STRUCTURE. EXPANSION JOINT MATERIAL SHALL BE �/2 IN. THICK AND SHALL EXTEND THE FULL DEPTH OF CONTACT SURFACE. _ ° CONCRETE UNIT ADJACENT SECTION VARIES O GUTTER CROSS SLOPES SHALL BE �/2 IN./F1'. WHEN DRAINING AWAY FROM CURB AND PAVERS SECTION PAVEMENT/PAVERS/LANDSCAPE 11N./fT, WHEN DRAINING TOWARD CURB. � , ' FLUSH � WHEN TIE BARS ARE REQUIRED, THE GUTTER THICKNESS SHALL BE INCREASED TO • � THE PAVEMENT THICKNESS T. BARS SHALL BE EPDXY—COATED #4 CONFORMING TO � ;;�:��'.'' AASHTO M 284M AND SPACED 2 FT.-6 IN. THEY SHALL BE INSERTED T/2 AND 1/2 • • •: LENGTH INTO THE GUTTER, J J � � � °�.%+:���:; .��»' COMPACTED SUBGRADE - s_7 ,� .:.. �' . � .�,,;y'-..• • * CONCRETE SHALL CONTAIN 1,5 POUNDS PE 3 CUBIC YARD APPROVED POLYPROPYLENE FIBERS z z � m , �� � ,� � , _.�� � AND HAVE A NOMINAL AGGREGATE SIZE OF /g IN. f-� i `� ' . � ., ��'�' .._.l"" �i 1{.t= �.,. .� � �' � � -=��;€7 �t;,� 4 DIA. PERFORATED & WRAPPED .� =►.�, t1"`� ''� �� �� 4 t/2» 1��2� � ¢ � INSULATION � � �"� � �" SUBDRAIN � STREET GRADE 2 Z =� 18�� COVER (TYPICAL) "W" VARIABLE (SEE PLANS) o w RE; MECHANICAL 3/4" WASHED ROCK BEDDING W�Z w�2 . A c � � o � 1.QN �. .r 6• O Q c� SLOPE 1"/FT. MAX. SLOPE 1'/FT. MAX. � �i° � N `- ..� ' �' � `.. . ' ` . '' • • � A �� � o 6' q • �. "• . ,, . ° •• • ° � � F� •' ; ,�' �y . , gp N 3 � Z 6" CONCRETE BAND W/ 4" SUBDRAIN � �6" `• . '. •� 'r ' `• � W � o 0 .... .................... .. .................... � . A- . e m ................. . ...... ..... � NTS s' cu�s�� s j f � —' w BASE COUftSE � ``�°� f �,YI ( �`r'� � �....�) � ��� � � a m � � REFERENCE: TOWN OF VAIL DETAIL 125 COMPACTED SUBGRADE� J J —� :•� � 2' CONCRETE PAN s" cu�ss s ' ' ' BASECOURSE I ��}tl��'�� l ���� f �,��I ��-�--� � 0 0 0 ��.. i 1�.! _I � � � ;„ �6. '1/4 COMPACTED SUBGRADE � �-- o0 0 �o � --� �' :A c• 6� F� CURB AND GUTTER TYPE 2 � � � := ; ..;,': � Ro'�ownr 4�/2" ��/2" , (SECTION II B) °' N N � �PAVEMENT 1 \ \ \ Q "� , ;. � °' (6" BARRIER — 2' GUTTER) o 0 0 0 x; ;� � � �n ��_6� s � • M � .. �:, . - •� 1' � • ° ' D _ '— N ►'� Z � 5'► HBP ...,_ .•4 1 + • :. � � , , A . F �:v • • s .' . .. � ". 6� � : • + . U."r � A • 't ` •- • . ,: s, • ° � LEGEND �e��..e,,,,,�� P�� REG�s � l ... ...... FOR RADII O,.�o��p0 REGjsTF9,e, o\,pQ`GG.w���T�e►?,� • • �`� � I-= � . � i A = �/ " TO �/4" s c�o , �K � `�o : `';� -�:o � COMPACTED SUBGRADE' 'r� ! � 8 • � 6 CLASS 6 B = 1" .�� v�: :� 3635 N� '' ' - BASE COURSE � » � -a� �� .`� -o • : : •a,/� N, •�, ; � �` ` � 8" CLASS 6 GRAVEL SUBBASE ,�}� � ��� ( �;j,� � ��""� C _ � �Z ' �'Cr 7�v `�' ��s ',o,. °�� } � CURB TYPE 2 /� -- ��, o — >>/z� To 2° � ,�, • �'•3�• y�'=e �,�a .A�G� �•�' � ,� � � COMPACTED SUBGRADE ��6'� BARRIER) COMPACTED SUBGRADE �'�.�;�SOONA�-��C`, S�ONAI.� ti � '0�r��erM�°` (,Q ZZ D� ,f (SECTION B� CURB AND GUTTER TYPE 2 ;'� DRAWN: JVK III 's (SECTION �B) � (6" BARRIER - 1' GUTTER) DESIGNED BY; : REVIEWED: EGW ' �;� N�PHALT PAVEMENT ON GRADE PLC JOB#: 1281 - •� `-=� CURBS, GUT TERS, CONC. PANS DATE: 03/19/04 :� " -' NTS . • :.� •'� REFERENCE: TOWN OF VAIL DETAIL 235 & 240 SHEET � .- � �; T � �1 . C1 . .� � � 'y� Fr�� ,T. ,:��� '`t �`; �-�� '�r ,�n iNr,�1' � ;'lY�yF4��i t :..T��I-�Y�Y7 �If-� r�lF I�{+l-,�T�11� '1, 1't:�c7�j ai��:'1'S '�lfi -��'+hr�':�'• '1 ,��.4„1r�i�P:f? '1� 't'r �a ti4v1�gi�r .�;lirT���ir� r�� rf`f n� = 2�_0� PEAK LAND CONSULTANTS, INC. clley Frame With 24" DIA. STANDARD CAST IRON FRAME �EAKeC�L ENGIN�E 9R�IN4G8 ee e � Type 13 Grate AND GRATE, LOCAl10N SHOWN ON PLAN VIEW - �Inlet 2 only� 1000 LION'S RIDGE LOOP VA1L,CO 81857 o ADJUST TO REQUIRED GRADE WITH A ` � a � MAXIMUM Of SIX-2' TFIICK REINFORCED .A. Steps ��2" O.C. � �. , , CONC. GRADE RINGS SET IN NON-SHRINK GROUT ' - X c X � 2 Ton P-52 Number Req'd Vories � � ' �, ` , , �-- PRECAST CONCRETE TOP SECTION � � � � � SL Mch��rs x � � � � ����r �� �� R � � � � N �� � �D�"' �M 30" X 30" x 3" °� � MAX , �—pRECAST REINFORCED CONCRETE Knockeut (Typical � '� a" x 24" x s" W � �. 6n MANHOLE BARREL PER ASTM-C478 �Opposite Side) o Knockout (Typical � W � � yNjH $TEPS N I Opposite Side) N � � n �TYp��� TQNGUE & GROOVE BUTYL RUBBER > GASKET TO BE USED ON ALL JOINTS � 5' 2'-6" 5" » » � � � 2 _o� � _ � U� s" 3,_4� s" 6N 2,_2„ s„ � 4'-0» .•-- PRECAST CONCRETE BASE SECTION � � Front View 3�-2~ . ALL MANHOLE STEPS � ., `� PIPE OP�NING TO BE CAST AS REQ'D ,_, H Side View PLASTIC COATED PIPE SIZE VARIES, SEE PLAN H INVERTS & SIZE VARY� SEE PLAN � � t0 W N 2'i M'T� �.., ¢ � FJ..� O `� � � r , N N 1.5' SUMP � w 17 N r ^ O R� t, c� �` <� `; `�, W ( , t r ' • 1 � � °' � w O N o�y eb eb �b oa •b •b •b o �5 .8°�0 6» 3�_4w 6� � :8•°.':8•::eP•°.:8•°.'i8•°.:8•::8•°.:8°:0$•�:o°•°.i8•°�:� , �_¢,_4w�F 6" COMPACTED SUBGRADE 6~ 3/4" DIA. CRUSHED STONE Q � � F—J G I -I Plan View Q a O (F&G Not Shown For Clarity) O STORM MANH�LE � � '� � � � o � � NOTES: WTS 1. FINISH GRADE AND STATION/OFFSET CALLED OUT ON PIANS REFER � � TO MIDPOINT OF GRATE AY C/L OF PAN. O � � � 2. ALL STORM INLETS SFIALL BE BUILT WITH 18" SUMP BELOW OUTLET PIPES. � �� � ~ � � � . � �, , 2X3' CATCH BASIN [�ETAIL - VALLEY GRATE D&L 13386 (TYPE 13) o NTS - CURB BC)X D&L 13316 PE 13C � � � ) � TRENCH /� w �j REFERENCE: TOWN OF VAIL DETAIL 200. 205 & 210 BACKFILL i , �\�' . .. . �\\�\ � O ` p �. ..� ° :�er-QY / � � � �/ ��4• �. :' ' a R \� s CL/�S$ 6 /�/ � 'Y ',`M . ' ' ..� � \//\� �� ROAD BASE i;� . ',.• • . Q�,., � ;• � \>�� o � �, . � �.� � �� BEDDING UNDISTIRBED �% ;4�,• �•.,.' ��� ZONE S01 L �/ ' :�/j� �! • .• . •�• �� - " PLAN VIEW it�� o ti,• , ,���' .• • :s� oa, y`� PI PE ��\;;��/��/:�/,�:�ii���:Y��f/i�1%%//�%i _ _ SUBCRADE 1/4 O.D.. � 6° MIN. � A - CULVERT BEDDING DETAIL � SEwE uNE �S+ � � Y �' Z Z C9 m � �oW � REFERENCE: TOWN OF VAIL DETAIL 250 � SPRING UNE Q � RADI�zBEND fACTORY WYE ' O � OR 45'BENO � O Q U S7UBOUT APPUCATIONS (NO CLEANOUn Y a ,�� SHALL HAVE A 31d LOCATINC OISK � WQ INSTALLED AT THE END OF S7U8WT. O 3 � z CENiER OF WYE EIRHNCH � m 0 (n TO BE PLACED IN UPPER 1HIRD OF SEWER NAM I � � V a m W PROPERTY LINE � J J J � > > 3'-0' MIN. 6' STEEL FENCE POST - O O O PNNT TOP 1' OF POST GREEN �"PERMA-JOINT" STOP OR EWAL - O O O � 6 F00T STEEL FENCE POST AT END OF LINE TO 4 FEET ABOVE GROUND - ` PAINiED GREEN .,� ' 4' \ \ \ � N N ' SECTIONAL VIEW , R � M � a �- , :.. o 0 0 0 �:, z� �:; ~ MARKING TAPE TA BE A P OX.�1 POOT�ABOVE SERVICE �� � PLACED 24 ABO'VE END BUT DO NOT BURY AT Z ��} • SERVICE LJNE - SEE SPECIFICATIONS � N M ., PIPE OR ANY CRADE � 1/4 INCH PER FOOT MIN. A DEPTH OF MORE THAN 4 FEET �., I ;�j 3' MIN � �+4 y,Y i t u..iva1 V �zo• � ,.•'��,U� �L��S�F�y�o p p REG/�. �,.% � `_Rp�y v O 'T : O�0.......s Ce' � PvC CAP :�O�'�Q,�K (�� FO o �:•`GG,WI���P�no �R PLUG -� : v� . o . :n �� 30' � . � ;� • SPRINC LINE � -p.' �7 'rJ 3�/. 4! : SG • � � ��Q��' � '�. \ ��a �� � ���V `; o ...�•'t��?e° � s���N��o� � '> ,���ss,��A``,,�� s�p N A`�e�c� ' ,�OBe�io��moe .�. � Z � � �«�R� WA,�,�D JVK I I i ,. � sN+ir�now asiwcr D R A WN: „ r� � , GENERAL NOTE SEWER SERVICE DESIGNED : �j 1. MINIMUM SEPARATION BETINEEN CONNECTION REVIEWED: EGW �? TAPS SHALL BE 18 INCHES. �� N�E DA� �1w� " `�a usr r�nsen: 12-31-02 ' '� S-10 PLC JOB#: 1281 _ ,,, APPROVED FOR YEAR 2004 DATE: 03/19/04 :, , .' '� Sewer Specifications 58 a, SHEE i _ , � �:� , ; - : � � / , ��q. I � _ !{.� ifLi; - � ��j� � .� ��� �-r� ?,,.�}. � ii��'�f.- l�l �iir�l'�'�' GENERAL NOTES: , ' - � � ,;�y�.it�Fri� pf;i �T,44,;..isiat�t .,t � 1 I r- idf'ir J,r k�r�_' �t i � ,, p�_nr�iy.f�.. �? ��iF,P���ri�> 9^' �e ' � ��"i 'Y+°I�+�7yh�,.i �� ;: �: r, . r �l:�,y..4:�_ f'G'- � ,t �.Cy.(�j44�t_$ r'F--•�F{I,'}�r� r'I�.Cc�:Fl�_.eit 1, HEPWORTH-PAWLAK GEOTECNICAL� INC. SUBSOIL STUDY FOR FOUNDATtON DESIGN � � PEAK LAND CONSULTANTS, INC. DATED OCTOBER 31� 2002 ADDRESSES CONCERNS WITH THE EXCAVATION, � � � PEAK CIVIL ENGINEERING, INC. ' DEWATERING, BACKFILL AND BUILDING FOUNDATION DRAINS. IT IS THE i � / �� �� .1 970-479-8844 FAX970-478-88 8 �UNTRACTOR'S RESPONSIBILITY TO OBTAIN THIS STUDY AND ADHERE TO ALL � / / / �� ' . i000�ox'S R[DGEIAOP VAIL,CO 81857 . RECOMMENDATIONS. i � /� • � ,�:,' 1 II 2. T H I S P L A N I S F O R E X T E R I O R P E R I M E T E R F O U N D A T I O N D R A I N C O N S T R U C T I O N �� , _ O N L Y. R E F E R T O S T R U C T U R A L P L A N S F O R A L L F O U N D A T I O N A N D I N T E R I O R D R A I N � � /. • � � 1 I -' • INFORMATION. � � �,�� i� _ �-� � �i �tl � � cr,�t� �` . 3. TI-IIS PLAN WAS BASED ON STRUCTURAL INFORMATION SHOWN ON SHEETS S1.0 � I THRUUGH S3.0 REVISED 1-12-04. ANY CHANGES TO THESE PLANS WILL REQUIRE � / � 1 [� UPDATING THIS FOUNDATION SUBDRAIN LAYOUT. � / !/ � � ��� I. L ' / � � � .I 4. EXTERIOR FOUNDATION DRAIN PIPING SHALL BE 4" SOR35 RIGID PERFORATED i � / / � �} � PVC I'IPE. ALL GRAVEL AROUND FOUNDAT10N DRAIN SHALL BE WRAPPED IN / / � ;�� I I MIRAFI 740N. GRAVEL MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE � i � O WITH THE SUBSQIL STUDY. / / / ' — ' 5. ALL FOUNDATION DRAINS SHALL BE BELOW TOP OF FOOTINGS, AND SHALL i � / � ' � � i � �' r DRAIfv AT A MINIMUM 190 GRADE TO THE SUMP, OR AS SHOWN ON THIS PLAN. / / / � � � / '� �� � I • ' � � ' ' 4 1 �"'�� � 6. WHEN FOUNDATION DRAIN INVERTS ARE LOWER THAN THE ADJACENT BOTTOM OF � / � i i � ... �` � � F O O T I N G, T H E P I P E A N D S C R E E N E D R OCK ARE TO STAY OUT OF THE FOOTER � � / /%� / �� � � � C O M P R E S S I O N Z O N E, W H I C H I S D E F I N E D A S A 1:1 S L O P E F R O M T H E B O T T O M O F /� � � i FOOTING, � / . O / � � ��� I ,�1i , - � OP - , � � - � � 7. FOUNDATION DRAIN PIPE UNDER THE FOUNDATION AND INTO THE SUMP SHALL _ / � � � , � / i � � ��` I . � �•� BE 4�� SDR26 RIGID NON-PERFORATED PVC PIPE. CONTRACTOR SHALL INSTALL A / � � � � '� r, '� / / ' � � �i i � I 1--+--I � CLAY DAM OR BACKFILL FOUNDATION DRAIN WITH FLOW-FILL IMMEDIATELY OUTSIDE . Q N / � � �, �j PR VENT GROUNDWATER MIGRATION, i / � � � � ��� I I THE FOUNDATION TO E � _ / \ � / / � � � N , , i � i � �� O � / 35 pERFORATED W �� S. OBSERVED GROUNDWATER FLOW MEASURED BY THE CONTRACTOR ON 6/4/04 / / • � � FOUNDATION DRA►N �ryy Q � � � WAS APPROX. 5 GPM. i � / J N / / � ' INSTA�� 3 ETER 4"SDR �� II I � Q , / � � / � i / PVC PERIM �RA�E '�' � I ►� � ^ � i INM�M I O � / m � / / � 1% M � II I � � ~ � F�1 i � � � � � I � � C � � / � / � / ' _ _ .,�� ... ..� � ... � � � II � H O / �� / -� � / � � � � FL 4"= 8173.2 ' � �I I � � � ,� � � / / „_ 8�-J 4.3 _ /"'��'' � O � r-� � � � � � FL 4 — .r� ��.� II I � I Q � — r �� r � � � �J / pr—I / � ' � � � � / � � � �� � O O , �F FpOTiNG 1��� , � � � ' T�P g175.0 TOP �F F� TIN� ' �� � � _ 817 5.0 I �—1 I-��I � II Q aa [—� / .. � I �, 1 � � , � „� ,,., � �� II I �0 w � / �.:�� � � � � � �. ' tF� �' � II I c Q � � � o � i� TOP OF F0� ING � II I �I �--1 � � � � = 8176�� � � u�4 :�� � � � �� � � �� 1 T � � - � � � o �� • �$F� � , �� TOP OF FOOTING ' �� - S��4 t> •� � �Fa / '� ,. �- - `' .► �"' '� � , ` � I „ I 7 z '�r �, � 5�r 1 g� .6 4" SDR35 IMPERVIOUS COMPACTED "� � � � � �� FL ,{;f - - - PERFORATED PVC MATERIAL. USE MATERIAL ON-SITE ���. � � r,� � PERIMETER FNDN 1-1/2�� - 2" IF RECOMMENDED BY SOILS ENGINEER. � I � ° X _ " DRAIN WASHED STONE ��'� � � TION �F � WE`L�H �' 1 }�� II I ,�}, ,�, oo �� � L— APPROX. L�CA � �pE; AR ) A 1 � 0 — — ��, I SLAB = 8�76. ' � Q ;kj T O P �F 8 1 7 1. I I � � ��o n� � FL 4 P V C I N�ET & � Y � � o0 BUILDING FOUNDATION , I pUMP DISCI-ARGE �� FL 4"= 81 5.6 WEj WELL, ENGR. E- ` � m ° - - �� HI G H P O I N T�p OF F O O�T� Y M E C H. i � o ��� - 176.0 PIPING B �;� CO l I E T P�C pIS C H A R�E �� 0 Q o ,., _ 8 1 � �� PIP T P R�P OSED �00 � — — �;� •,� ,� pRA�N cn O p �Q �.4� � ��. 6 �V g4.3 � � °O 0 0 — — — �. ° ir�y — — — — 3�:r: � ' � FL ��'C� SHEET C1.1) � r T 1 r SE 'V�L MIRAFI 140N r: � ' � 11 U FILTER FABRIC 4" SDR26 � � a � OR EQUIVALENT NON-PERFORATED PVC � � «� 1 ~ INSTALL CLAY DAM CLAY DAM � i1 \\ �� � FOO�N �� � �' 11 0 TO FORCE WATER �--� � - 8175'� � S3,p TYPICA� �,�� 1 � z INTO SOLID PIPE (NOT TO SCALE) � , �\ p R SHT• _ � � ' / ' � 11 \ 9 � J S . C7 � .� �' � m ...... , \\ w �`�_ _ — ` _ _ _ � � � \ J � U � FL 4"= 8171.9 � �,rl � a � 1 � � � -� �- _ - �` \\ ' '� � , FL 4"= 17.1..g�"'r � \ ° � (I� ' � ',� � — � " � 4„ SpR26 pVC ,� �� � „ � a � ' � � "� ►NSTALL APPRO E��ORAIN PIP TEE � �' rvi A C„) �F FpOTING � �, �� \\ ` •• ,,�. ' TOP NpN-PERFORA FROM H R :: � '� x� = g17 5.0 � 2q MINOF STRU C�1RE T� WET WE�L. �I \\ \ N � :> I ... �' �.,.� � pUTS1DE N °�•i ..� .� _ 8171.9 � a W, }� � ' .,� •�" '� � .,,.. � '.� FL 4"= 8172.5 F� 4,� � TEE LL _ $��1.7 --.�...-" \\ � o 0 i.r r5"-? _ � tf a� e— CV M O ' � � � .� � '�• � �, ... �" � D 4 (� W.WE � r� ��.. 35 PERFORA� FL �� rn MIRAFI 140N � q."� 8174•6 •� �'���~ �� LL 211 LF 4 SDR ATION DRAIN \\ \ Z .swt#, FL �.�! �' INSTA g`�'F .� FILTER FABRIC �. FOUND � '=' BUILDING SLAB OR EQUIVALENT .�� PVC PER�METER _ �� \\ \ Y'�'x4= '� MINIMUM GRADE ��� :�i . KEEP PIPE OUTSIDE OF FOUNDATION *r:r � L'1 . � ti COMPRESSION AREA. MUST BE �_ ��: �� o�PpO RE�jsrF � , '. ° INSTALLED W/ INVERT BELOW TOP — '� '� '�`' �'$ \\ \ �,.•'G,WI''•.�p w �a OF FOOTING �x�-� �.,_ � 1 v0:� w"��� .„ .;'` . ��F ° t—1/2" — 2" WASHED STONE 't�t ,.��-�'"� � 11 ;� u'• �. ��. � ��f�, � • 3635 1 r � iF��Ks, i iF F +'r;€,4 '�'r�' ��.T ,r0 ��'°E, �' f�o`.�r-£.,�r`-� • , • 4 SDR35 PERFORATED PVC ! �'� ,�„r�,,� '��t����.�i r�.�.,€;�ra .,a��,�� �t�r�t;� xr,•.<;�:;� :�fb� y�•��,*� .,,{r.,,�., �;,;.�f„ r,_ f �_�: � • � � � " -„�- ' �r, c � 9�.r..1S #. i..,,�, �..���. �>-.a.� ��':�� 2:,'i=�' ��;ti �� ;2' ;�. ; rry-��rr r��'r,°, ,;�;rn5,y': ':�,+i„':� Y�:s�,t,} &,'i:, i:,;; r;'r5:i�.7, 71u�'a''+li h5.7°F4'�t9='„�-.� � .f�• � • PERIMETER FOUNDATtON DRAIN. ;1;y F �#�;,�,t :r'.:r',�" -r`. -v r�� t°�'r ',� r',i=,����TRlJ�TION LIIV1I�S '^'•�` ''``�. � F, '' I • • �' � COMPRESSION ZONE „�r:� �r��.��.� ,� .• 1°iG MINIMUM SLOPE OR PER PLAN, .rw� �;,r„ti' '.`,�'��-� 4 1'4FrF Q�,�N.� �� :� OF FOUNDATION FOOTER ���� sr,r;�;�rz �ri a "� �` s�o ��C1 :,,. �'••--�'_ * y��sr�' :yrl�r6 �V' ` FOUNDATION WALL DRAIN '`°�✓� . {�'�`' �'��`, ,j~{`}rjh � � ���'�' I /l_ /J 1 .�r .i. 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PER 1000 S.F. � g' _ . � _ 72 TOTAL QTY OF SHRUBS & GROUND COVER � SEE PLANTING PLAN FOF AREA �C 2003 RDA � S ' � ��,�G� �'�� RESORT DESIGN _ �� ��,,�•t50 - �f RE N�'1�RANT _ GONSTizlGTlO(1�l SIC�N ° ��: TR���I C �. corlTRO� i��,4N A S S O C I A T E S � . � ...�' � E�CISTf�IC-� � tRA��IC CD1�ltRQL ON VA(L 1�ALLE�' � tIVOLf SfCxl�l tRU�fG �NTi�`�' 1�Rf��/I--IANSON 1�A1�1C�-4 �20,4Q ,4S •-�'''' � TQ i�EMAIN N��1��D PER lUi�l7'TEN tRA��IC ` � GONTi�O� �'�AN ' ''� � _., ARCH ITECTU RE, . .�,,,,..- � ' � � `� PLAN N I N G, � � � � INTERIOR [�ESIGIy .�•►' � ♦ � 1 � ♦ • �"""� ' ; � � San Francisco Office ��i�' � � 388 Market Street, Suite 3S0 3�' (NSUJfNC-�INCx � � San Francisco, GA 94111 � ♦ ♦ �� Tel: 415.392.4433 �'d`t� � � M����'��LS ;.----�--- �- - - GONS'��U T I ON Fax; 415.392.4454 " � _ � SIC�N f�E: fi�AFFIC � STOR�4C�E ` '' ���V���n ���� _ ��� ( � CONTh20L �AN Boulder Office � � �����►����� `��,�, CONC� 1� TRUGK�� ; �� 143 Bould�r SCO t803021�o � 1.U,4SN-��,4t ��'E�i � , . 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T _ _ ����✓� _ ��� � ; Fax: 303.4-49.3366 COi��TRUGT I ON � � I�UMPaT�i� F�NC� l�o' � I I I i i nfo��ZesortDesign.com - C�A�II�I W/ i I C�,41�1E LOC�4tION �OiZ ( � www.ResortDesign.com �R��u �u�,�v�� � I TNIi�I� Ecrio►� I � I � � I , } DUMi��T�iz � �- - - - —,- - - - - J � ' — i I ; � I , o W � � I I SECOND ��CTION t0 �3E ER�CtED, � }- Z � i BOTN Pi��CAST � STE�L I � — � � J J J — , I ' � _ � I � } � I � � � � � � � � I : } Q � , I , � . . � - - - - - - - - - - - - - - - - - ���s�rs�ct�o►� -QB� ���ct�D, ' � V i -1 u..t � � � � T T � ( So7N PREGr4ST � ST��L i � � � � � � � , = Qp � � � I I � I ; V � EXISTINC� � � � I CR�4N� LOGr4TfON FOR I C�?,4NE LOC�,tION �OR i EX(ST( Cx Z — � � O S�COI*1D S� TION I I � I --- , � � B(K� P�T�-4 � � t- � I �f�a:ST SEGTfON � 1"R��S tQ � ' � `� I R�1`1,41 —� � ; � � � � -� z � � O � o - - � �- — — — — — — — — — — — � L _ J � V _ ; i — — — — — — — — — � cn • . _ � I � Z N _I _ i I i TRAFF I GONT�'OL ¢ � ¢ I � I -- ; ON 1�,� L YALL�'►' _ � � � I � DRI VE N,41�150N � m ' �HIRD 5�C1"IQN �'O 8� ��CtEC?, I i R�4NC �:O/�D �S M � �30TN PREC�ST � �T��� I � � ; OUTL INE OF � u��� � ���` ' I BUILDINC� � UJ�'.ItT N T�AFFIC �� � � I � COi�17 O� PLAN Q � , I ; J � � I, � , � , � , ' I � � � Revision�: � � i PERMIt SEt �3-�1-�� i � DUMi�STEi� - � � � � - �--,� i _ EL�CTRf M�tER � � `. I � � , � , � � � � —' „""' � � ► �XIS INCx tRE�S T1� PEDE fi�4L , i TO f� M�41 F � N � � i �LEGTi�IC M,4T�RIA��a , � ,. ; tR�4NS�0i�1"��fiz `,. t(L17'1' � STO�?,4C�� � � - . � ��D�STAL� Dr � ��C � EL��TRIC ; � � � � � M�4NNOLE � � A�' � �Q � � . i � � i CQNST}�UCTIOI�! SfC�N i ens ��;� 7 ; �� R�: tR,4��IG <� � � � GQNTRO� PL�4N Ol�l �� ' � � TNE 01'HEiz SfDE O� �`S�',p �! � , V,41L Vfi��L�l' Limits of GonstructTon: � Lacation qf constructior� �rkin DRIV�� - A heavy 11ne surrounds the stte to ind�cate t is limtt. RE: A2.4 - l.imited Gonstructton ark(n available � �2. tree Protection: �� � p g -No tre�� or vegetation wtll be r�rnoved qutalde our limits of conatrucion. C�R,�1,�,I�j,., �3,Q,SE - c� � - Constructton park.ing to be � t.O.Y. parking structyre. -Roots of existin� that ar� exposed durir�g excavation will be cut clean, , pate: 3-��-�.�{. Limits of excavstion: � � - Limtta of excavation coincide with limtts oP cbnstructlon. A ain this line is Locattor� of orta,toilet: �overed and k��at damp. �RUCK �XI�' � g p -Trees wt#.hin our limits will be sav�d if at dll possihle. This will be �-_"• 2�� (������«'`�� shown on sheet A2.�. �his limit of excayatton t� establis#�d by the - Locatton � P2, accompli�hed with a tree �rotection fencs. �' (�,[�TE underground parktng �arage. � �' Project �lo: 23�9ro.�� Limits of tres r�movBL• � Detiveries: Traffic Gontrol: �� - No t�r�es or ve etatton will be removed out de our limits of Gon$truct(on. - $chedul�d deltveries onl ♦ g y -Flag person will I�e as needed. This will be for al) trucks �ntering � exiting �,�, Drawn by: T� Roots of existing trees that are exposed dur�g exca�ratton wi�l be cut - 5taging pf trucks to occur � Lazter's lot �� Dowd Junction, site. clean, covered and kept damp. Trees wlthin our lTmita will be sav�d if at all ♦ possible. This w111 be ac.hieved wit� tree prote�t(on Fence. Lacation and size of conatruction trailer: Grane: � - Location of trail�r to be on P2. � p �� �hecked b . M�F Locatiqn of construction fenc�: � -Mobil crane will be used to erec recas� � steel from Eaat to U1e�t. , y ��������������������������^������������������������^��������������������7����������T����T�������������������������!���������� �����������������������������������������������������������������i - Con$t,ruction fence to be �2" hrgh chatn Itnk fence with green weave as Lacatron of trash atorage: �Tg�ag�; T " N dellneated on plan. - � locatians for 12 yard trash dumpsters. -Existing Tivoli signage tp rematn during �onstructTon. �+ �++t �I �heet: _ -One � Eaat stde. �Q��7���V I �0� 5������ ���I�L ' � Buildin� Matertal Stor�ge: -Une � lUe�t side. � - "Bopcat" acc�ss on all sides. -One � South East corn�r. 1" = 10' _ - Prtmary matertals storage space wtll be avatlable � P2. , _ - arc�e lay dvwn areas to south and weat. � ' OC 20q3 RDA = .. ,y � i j ��� . �_ I � �-. ♦ RESORT DESICN ..,'., , , � � � �� _ � �' . � I I . � � � ,- I , � � � ` �. , , � : I ; - ,; i , � I , � � � ASSOCIA'�'ES . ' . • � tR,a��ic c tROL ort v,alL � � � - " VALLEY pI�11/EIHANSON � , � 't`�,` � ' , RANCN R0,4D A.3 NEEDEp ; � , ,� < PER WRfl'tE T�2,A�FIG � � - ,- CONtROL AN � I I '� - � � � � � ^�/ ' ARCM ITECTU RE, � ' - � � � F HYDRANT LOCAt�D 81� PI��N N I N G, �;M "> , ���� � T ORtH OF tHIS POII�T � I INTERIOR L?ESIGN � � ~" ------- I ' � � -------�-�----T,--- I , � I i �,.•,--- - __ - , I � � ` _ � � ! San Fr�nciscQ Office I � `� �88 Market Street, 5uite 38Q � � � San Francisco, C�1 94111 - , j � TREE P'ROTEGTIDN ��� Tel: 415.39�.4433 � I � � �S REQUI{ZED � Fax: 415.392.4454 � � � � ♦ � - ' - I i EXI�tINCs �,SPNALT PAVED � , � � I ' SUi�ACE P�4RKINCx LoT ��.�__�� Bo�l�der Q�i ce ,� I �' � � ` � ��*� ��, 1434 Spruce Street, Suite 11 Q �, .� �.� Boulder, CO $0302 I ' � � `��♦ � Tel: �03.449.4433 � � t� � Fax: �03.449.�366 �� 1�2 � ��' C7 j ,% MAtERIAL StOR,4CsE Cl �`-. � �._. � �1 � � �� � � � �� �i1 i info��tQSOrtDesign.com - i - � i ` - � � ��� m � www.RssortDesign.com <-,: � ���� A � _ � ��• . v. I F , ���s : \ � ���' , CONStRUCtIOIN SICsN CONS�'RUCtIO�I POR A-tOIL � r � ;`°�� RE: tI�A�IG tR�41L�(z '�; � V �" ' CONTi�OL PLAN ;% � Z �,-� i` I �,,�'�^' ` J �'� � � ` »� , � .f' " .r' 1C J �''$ , �.� , �� _ � �.� ` ____ __ __,.�____..____.,.r�.____..,____,.�._� �I/''�, � LL. ! � kh; ,, I , __ �- �� Q �,d., 1 1 ' ��.` ` � � � l �-: ' , " �.r� o W r � � _ � � � !r � , 'yy� ' ; _ _ � _ _ - - - - - _ ..� __ _. � .._.� �����.--� = VQ � � ,:;. i _ � ,,�,, V � 0 1 ��- l I , , ___ Z ,.., Q_ ] ,5.4� Y� t t ^ �` _- � �� C � ( � , i ' - � � � ( ! f � � � � ,. „ I t `��� ���������T� �� � �� ���t� � + O ' ` ` I 1 � J J - . , , . � � � , � ZQO � r _-� - � ;�,;� � � � , , Q > V , � — , , �} , �/� �,■� cn � . - . . � , �='a- t , � � , , Z N J ' -I� _ � I _ . �- '�` • � " � . � / � ^� � _ � � ,-=;�-`--` ; i �i' = V � �� �� /'�_ � ! -�� - _ /� ' -,. - - I � _ / � � � �•� .,-- - �� �' . . ' �''� �..I _ - --� r�-'*"'� � '� - - - �''� � _. � � ` , - - - -�- - - - - _ - - — - --�J M m �--- ' � - _ �--- _ � . � , I _ , _ _ � / � � �*�..��. ,� r �.� .�� �� T� � �. �' I � ` � , . - t �. � 1 _ � ' !� '',.��� ' .�,. I I ''/� O I � ` .� � ���i _" , \ �� I '��'�� l � � �^� ' � � �����I � , ...- _ ` ,4; . ' _ A� � �_ ��_ � _ . � _ _. ..._ - _ _. �,,;-. . •= ,." s I . ..*.�—� Rsvision�: / _ - � �.. - -- - -. — _�', _ ���: I I _ +,�_,_--"+ P�RMIT S�t P�3-�1-f�� / — ; - _ I� � 4 . ,., . — - .,,, � � --- ��J I I '�������w�� ����}��������������.����'���1 ..�^"_'�'� � ' r i �-_ \ .:'� I /, � �- '�"�� � '�� \ ,� � � /� � _ _ ��-_ � _ _� � ' I �/ i�r� � --'` _ _ ' _�_' I � ..; � � � ` ` � - �� � ., , _ -�-, � � _�� �' � �/� I? I I � �� ;�; � � _ — , � _-- - '� �� � I � _ " � II � , ' i Dra 'a,� � ' �� � �'� � II � � � � . , L _ S ' • , . � � L en iVo � 077 II I � . r , . � i <�� ► � I �, �. � . i ,; �( � _ i �,�,5 '' ; �� � � � P� �ot: FD '' j Primary Butldtng Material Storage: II I I - Materlal$ storag� space will be avatlable � P2. I � I � ; II I I LQcation Qf constructton parktng: pate: 3_��_�,�. tIVOLI II I � BL4CK 3 - Limit�d �onstruction par�,i�g available � P�. LG�T A Lc��ation of porta-tor�et: Pro ect No• 23�9�.QQ> �I � � - Location � P2. 1 • E:= I( I I �Qcatton �nd stze af cons�.ruction tratler: I II I j - LocatTon of trailsr to b� on P2. Drawn ay. �R I( I j LQCatton vf' trash storage: � � - 1 locatian for 12 yard trash dumpst�rs. �heCked by: MEF N - �Q�r'J' '�'�� .�i��Q� '�J�,�4���� ��..����2 �heet: � ��� _ ��� � - • . � OC 20Q3 RDA - RESORT DESIGN TRE� BRACE STRAP, 12"X1T1/2 ���,r� 4 NYLON COTTON WEAVE W/ 3/4" o V°�, ; BRASS GROMMET � EACH END p,Rl O � N�TE INSTALL TOP OF ROOTBALL U / 2 ABOVE SURROUNDING F.G. A S ,S O C I A T E S GUY COVER PER SPECS 2 STRANDS 0�' 14 GA. GALV. STEEL 3" LAYER QF MULCH -SEE SPEC$ W1RE. ATTACH TO NYLON STRAP ' GUYING AND STAKING PER SPECS & STAKE P�R SPECS � CROWNL2" FQRM WATE�LINE BASIN $-4"• �' -G1�11NG ANp/OR STAKWG PER SPEC3, qg�� ALL AROUNp PIT. REMO�E AT EN4 Tl?ICAL GROUNDGOVER �= FIN. GR (�� �OF MAINTENANCE PERIQD EQ LO'AT1QN FOR PLAMT �TR�E STAKE, ADJUST �E STAKE SO � �` t 2 EO � 0 3" LAYER MULCH, SEE SRECS. TqP IS LEV�L Wl/ OR J�1ST BELOW � SP��►NG. SEE PLANT LIST FI�2ST BRANCHES � 3" WATER RIN� AR�I-�IITECTURE, �� ��• SpILKM XL S�� S ECSLANTING • v TREE WRAP PER SPECS P LAN N I N G 3" � _ PLANT MIX PER SPECS -3" LAYER MULCH, SEE SPECS � � v INTERIOR DESIGN -3" WATER RING 'r— '�,�f � •---•—• . III—III EQ f � � � �a I I I'— I —I =����I I'�I I h--COMPACTED BACKFILL -PLANT MIX PER SPECS. o I II—II IT'�—I I I�II I— I CpMPACTED �ACKFILI qR • � -r,—� , —i I I—I I—I I I— I � � UNDIS�,RB�D SOIL , San Fr�ncisco Offic� NOTE: INSTAL� CROWN 1" ABOVE �CpMPACTED �ACKFILL QR 88 Mar t StfE2t uite 380 3X ROOTBAI.�INDTH SURROUNDING FINISH GRADE UNDISTURBED SOIL � �� ' S SCARIFY SIQES EDCE OF PAVING OR WALL zX�,��� 3X ROOTBALL WIDTH WF�ER� pCCURS SanTel nA�15 39�33111 Faac; 415.392.4454 � EVERGR�EN TF��E P�ANTING DETAIL 2 DECIDUOU� TREE PLANTING DETAIL 3 SHRU� PLANTING DET,A�L q- PERENNIAL �P�,CING Bou�der Office A 1 .2 N T� A 1 .� N-�-c A 1 .2 A� •2 N TS 1 A�34 Spruce Street, Su ite 11 Q N TS Boulder, CO $0302 Tel: �03.449.4433 � � � � Fax: 303.449.3366 �IVE L �TES F� �Af� TI �IG �iOTES WOVEN WIRE FENCE (MIN. 14 1 /2 GAUGE, MAX. 6" MESH SPACING� infoe��Z�sortDe$i�n.com 1. LocQt�on of all trees shall pe staked by the Contrpctor and approved by the Archite�t WWW.R�sortDesign.00111 � t Horizontal and ve�tical base information provided by A�chitect. 9. Dimensions and Fo�figurat�ons of construction of existing condit(ons are pripr to �nal iostallation. Contractor shall vqrify ewsting condition� based on the be�t available infortnation The Co�tractor shall verify oll �xlsting � O' 'v'A x �,`� TO C� 3 6�� M I N. FE N C E P 0 S TS� conditions pnor to ordennc�, fabricating, otherwise Irl�urring cqs�s, and/or 2, Exact placement pnd shape of planting beds shall be �eviewed by the Archi�ect D R I VE N M�N. � 6�� �N TO _ 2. The extent of existing underground utdities is not knQwn Contr4ctor completion of shQp drawing �eview. pripr to instaliptjon of �rrigation spray heads. Shrubs in their pots shali he placed fo� review shall fi�ld-verify existing grades, utilitie� and conditio�s, and not(fy priqr to installpt�pn. G R 0 U N D the Architect of any d�screppncies before starting vyo�k, 10. Finished grades shpil provide fpr natural runoff of voter withou� �ow spots making modi�cations as directed by Architect Co�tractor or packets S�t flow lines qccurately and provide q minimum 2% and maximum 3. Plan� names arq abbreviated on the drpv��ngs See lant list fo ke and classification ( , will be required to complete the work of this projeGt accordmg tp the 30% gradient unless otherWise noted. Positive drainage shall oGCUr away from � r y � v propqsed drawings, detads a�d specifica�iqns If conflicts anse m the buiidings and improvementg. Notify the Architect of any 4 Verif locat(ons pf all ertinent existin site im roverpents and tilities alreqd installed � fletd, cpntact Ar�h�tect for re�olutfon. G4�tractor shqll discrepancies befQre starting work � P 9 P 4 Y pnor take responsibility for any cpsts incurred due to darnage of sa(d utdities tQ commenciqg planting work. If any part of this plan can�ot be folloWSd due to site conditions, ,,.�J contpct the Architect for instructions p�ior to co�nmencing work � 3 These drawings do not specify safety materials or equipment, methods 11. Hold finished grqdes (top pf mulch) for shrubs and groundcover areas 1' � or sequencing to protect persons and p�operty. It shall be the balow top of adjacent pavements, curbs, headers uniess otherwise noted 5. Plant quantities symbolica�ly shown on plon take preGedence ove� written in�tructions contractor's sole responsibdi�y to direct a�d implement safety operotions on the drawings 6. Align qnd equally spoce in 411 direction� shrubs and erennials er these r�otes and d awin s Q � and pracedures to protect the Owner, Architect, subcontractor�, P P f 9 the public and o�hers. 12 Gradualiy round off tops a�d toes of �lopes to pr�duce a srnooth ond na�ural � � appearm transition between relatrvel � Shrup �eds to receive 3" of bark mulch. Perenniqi and annual beds H EI GH T OF FI LTER � g y �evel areas pnd slopes to rqcerve 2° of bark mul�h, � 4. If conf�icts arise between size of areas and plans, Contractor is to — 16» M I^I. 1.` W �V v O con qc rch� ec� for resolutio�. Failure to make such conflict� 13. Rough grade shall be rew�wed and aCCepted by 'h� Architect 8. Trees not in shrub beds shpll have a mulched water�ng ring See plantinQ detads. T known to the A�chitect wdl result in CQntractors liapility pr�or to sod Rreparation operations T Q �L to re�oCate the matenals. 9 It is the Contractqr'� responsipility to furnt�� plont rr�aterfai free of pests or plant diseqs�s \ , ` J P�e-selected or "tagged" I�naterial must be inspected by the Cpntractor a�d certifed pest V � 5. Do not wdlfully proceed with construction a� designed When it is obvious 14• A►� pngles are 90 degrees unless noted otherwise an� disease frQe. It is the Contractor'g obligation to warranty all plant rnaterials per the � Z � that unknown obstryctions a�d/or grade differences exist that rr�ay not specifications. � � o have been known dunng desjgn. Such co�ditions sMall be immediately �5. Finished grades include 8' of topsod in planting teds. � LL � brouQht to the qttent�on of the Architect. The Contractor shall Q U�� M I N. � � assume full resppnsibility for qll necessqry revisions due to fad4re to give !.� � Z Q o - _ such nptificotion `( ��O o � , ` � � � � _ 6. Contractor shall be �esponsiblQ for any cqordination with subcontrqctors � � J - _ or othqr General Contractors as required to accomplish constryction operatians � 7. Venfy locations and condition� qf existing trees and Plpnt mater�ai pnor to � - � � / 1n� = V > beginn�ng work Contractor shall take qppropriate measures to p�otect thern and P E R �P E C TI VE V I � V V � � avoid compactio� Within drlp Imes Avo(d cutting of �oots over 1" diameter Existmg plant material damaged by contrqctor shall be replaced at contractor's � � expense. Refer to speci�cations for TrQe protection �equirement�. ('�'� 8 The loca}ion of features to b� constructed not specifically dimensioned 36" MIN. FENCE POST �i may be determmed by scale, If conflicts arise in fjeld, contact the � � Archi�ect for respl4tion o ,J � ''���������� '��"�����L' S TR A W � A L� D I K E � WOVEN WIRE FENCE 14 1 2 GA. MIN., M�AX. ANGLE FIRST STAKE TOWARD y z, � ' „ C / PREVIOUSLY LAID BALE ', � /� _ 6 MESH SPACING) WITH FILT�R CLOTH OVER f \I � � �/Iv/��' /���//'� Revisions: ��r�n�,..�c�i�ii�� � S � � � i FLOVV �'� , '� -% ' � �, � % � r , , --- — _ , � �. "'-� h _ 20 MIN. PERMfT 5Et Q�3-�1-�� , �ll � / � � � � ` :�y, � f.... � � - FLOW � � _ ' � � � ;� � ' �i � �' Z- ' % FLQW UNDISTURBED GROUND � i � � ��' � � � - A N C H 0 R I N G D E T A I L ///�A/!I//'r�rCl'�/I/,�/�� � _ � � , � r : , J - � \I 'V� / � � � _ 1 �� _ ,,,�,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,� 4„ �E R TI C AL FA�E � �-- � "a , � �����''�'�� �.� �i� ' \��, � � � ' » \I'\\i � � � � BOI,�ND BALES PLACE�D ON �MBED,� FILTER CLOTH T� 16 MIN. �riiiri.��ni�%..���i��i�� C 0 N TO U R \ � � � , � , ,, �-�, � MIN. 8 INT�J GROUND �°s � `� f% � ,� � - BE[� DING D �TAIL STANDARD SYMBOL . , , .� -�, ,� , � � ' S S Draw' :� ����° s �.r'," ; '-' � — 2 RE—BARS, STEEL PICKETS, OR 2"x2" STAKES SECTI QN '� 1 1 /2' TO 2' IN GROUND, DRIVE STA{�;ES � T� c,� ' �' � ' , _ ',,,,�,,,,,,,,,,,,,,, ,,,;',- FLUSH WITH BALES. CONSTRUCTION NOTES FGR FABRICATED S�LT F�NCE �����°� � � icense No�,��J07 1. WQVEN WIRE FENC� TO qE FA�TENED SECUR�I�Y TO PO�TS: STEEL EITHER T OR U TYPE OR <�� �'(� t CONSTRUCTION SPECIFICATIONS FENCE POSTS WITH WIRE TIES �R ST/�PLES. �#' HARpW00D. � � 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CQNTOUR /�ND II�J A ROW � WITH ENDS TIGHTLI� ABUTTING THE ADJACENT BALES. 2. FIL.TER C(�OTH TO BE FASTENED SECU��LY Tp FENCE: WQVEN WIRE, 14 1/2 GA. 6" �`sFD A � �. EAGH BALE SHALL BE EMBEDDEp IN THE S01� A MINIMUM OF (4) INCHES, AND P�ACED WaVEN WIRE FENCE WITH TIES �PACED EVERY 24" MAx. MESH OPENING. SO THE BINpINGS ARE HORIZONTAL. AT TOP ,AND MID SECTIQN. Date: �-1-�4 3. BALES SH�LL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE�BARS �. WHEN TWO SECTIONS 0� FILTER CLOTH ADJOIN EACH FILTER CLOTH; FILTER X, MIRAFI 100X, DRIVEN THROUGH THE BAI�E. THE FIR�T STAKE IN EA�H BAL�E SHALL BE QRIVEN OTHER THEY SHALL BE QVERLAPPED BY SIX INCHE� STABILINKA T140N OR APPROVEQ TOWARD THE PREVIOUSLY LAID �ALE AT AN ANGLE 1�Q FORG� THE BALES TOGETI-iER. AND FOLDED. EQUAL. Project �1a: 23�96.�� STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4. INSPECTION SHALI� BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PRQMPTLY 4. MAINTENANCE SH�,LL BE PERFORMED AS NEED�D Af�Q PREFA�RICAT�a UNIT: GEOFAB, Drawn by: t�� AS NEEDED BY THE CONTRACTQR. MATERIAL REMOVED WHEN "BULGES" D�VELOf� IN ENVIF�OFEN�E, OR APPROVED �. BALES SHALL BE REMOV�D WHEN THEY HAVE SERVED THEIR USEFUL,NESS SO AS NOT TO TH� SILT FENCE. EQUA�. BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. � � � �hecked by: I'"f�F NTS �� f Sheet: P - � . .�.- �- �C 20Q3 RDA _ �I�l����O� S�S��� �O��S: U�,a�LS: SHAFT ENCLOSURES: 8" PREGASt GONCRETE PANELS 1 I�OUR SEP�4R,4TION RESORT DESIGN tABLE �-C, �-1.1 FLOORS: EXtERIOR WAL1.S: 6" OR 8" PREGASt GONGRL7E PA,NELS OR 2 NOUi� S�PARATION - - - - - - - - - - � - - � - Fi �#" RE(N�ORGED CONGREtE SLAB ON �" OF CxRAVEL tAB�E ��B' �-�'� Wii CSHAFT WALL 51'STEM) ON COMPACtED SUBCxRApE ISEAL WHERE EXPOSED) OR UL "l.{�38 s F2 VINYL COMP05I710N tf L� ON �1 StE�L StUDS UlALL A S S O C I A T E S . P3 8" PRECASt GONCRE7E SLAB CxA�ILE NO, 1UP8208 F�4 6" PRECASt CONCREtE SL�4B �5 GARPEt ON PAD ON (F3) (BY OUJNER). ��OOfi�/C�ILINCrt SEP�4�,4TION: �6 GARPEt ON PAD ON CF�) CBY OWNER). INtERIOR BEAR(NCs 5/8' TYPE "X" CxYP BD ON 2" MET�L S7UDS BOTN SIDES OF ARCH ITECTU RE, 7 Et E ON lF3). W�4�L8: 6" PRECASt GONCRETE UJ,��LL PANEL �LOOR/GEILINC�S: 8" PREGASt CONGREtE PLANKS IUITN 3" GONCREtE tOPPINCx PLANNING, �8 VINl'L GOMPOStION TILE ON F3 TABLE '(-G, �-1.1 F9 TNINSE7 tILE ON tROWELED -ON INTERIOR DESIGN MEMBRANE WATERPROOFINCx ON fN7ERIOR DEMIS(NC: 6" OR 8" PRECASt GONGRE°_tE PANELS ON S�OPED CxROUt �ILL CMIN. 1" SLOPE) ON F3 WALLS: tABLE �-B, �-1.1 OR San Francisco �ffice E StUDS WAL�. 388 Market Street, Suite 380 CsA�ILE NO. UJP8205 San Francisco, CA 94111 Tel: 415.392.4433 Fax: 415.392.4454 SHAF7 ENCLOSURES: 8" PRECASt GONGRETE R4NEL5 – , -r � e -t-c, �-�.� —._..___ Boulder Office OR '- - � 1434 Spruce Street, Suite 110 W11 (SH�4�t WALL SYStEM) � _ � � Boulder, CO 80302 Tel: 303.449.4433 UL 'U�438 �---�""� � � ` Fax: 303.449.3366 _.-----� �``I _J— — I � .--��� � /�.,- _ � — ��� info�ResortDesign.com _ _ www.ResortDesign.com - _,____�---'�J�!_� �� �� � 1 ��_.�--- �� � � � - -� - - � V z f--- _ �� � __ � __ � �i � `�� / I�=— � ''! �` � � � � , ' O � � � ���� � , ' , �, w I � / � ���.�. _ ¢ � ! ! � � V .� r� / ' � Z J � ` � / �/ U906 � �.�' U90�o � i 001 LAWDRY O J J — I i � Z � � ' O V - - , , �' mo5 �EV r-aur-1 � Z N ,J _ _ �, � Q � Q _ i � _ � > � m�i sr,a�¢� ��.oeaY � i � � � m � M i W i � i i O i � i � i moy sraiR� � •..1 ' �----- I i i I --� � � � Revisions: � i ' � � P�RI"Ilt SET m3-22-�� , -------------`-----------__ ___= mim �eE� � COD� iz�VISED S�T � �� (0-3(�-�4 � � - � `� - I .�\ � . . � I � . . . . . . �� I. �, \. ,, ., �.�.�. � � \�`''----------- Dra„ " ��'itls�7,�� . � � ,� '� � CAL � ic ns �! 4� 7 mmg sroRAGE '�i C'/,1 I � �(/ � �A�,� � �tis� ��.�� Dq G I Date: -�_2�_�� 1 — — — — — — — — — — — — — — — — — — — —� Project No: 231'19.m� Drawn by: ir1E� Checked by: ME� N Sheet: - � �,��,��� �.����—. ��—,�—�� �� ��°� _ 1/8 - 1 -0 > � 0 8' �C 2003 RDA , f1�1T�i�lOi� S�ST�1"C NOT�S: w,a�LS: SHAFt ENGLOSURES: S" PREGASt CONCREtE R4NELS 1 HOUR SEPARATION RESORT DESIG�N " T�BL� 'i-G, 4-1.1 �XtERIOR WALLS: 6" OR 8" PR�GAST CONGR�tE PANELS �LOORS: tABLE �-B, �-1.1 oR 2 NOUR SEPARATION —__—__________ _ Fl �" REINFORGED GONCREtE SLAB ON �" O� CxRAVEL O�: Wil lSN,4�t WALL S1'5tEM) ON GOMPAC7�D SUBCsR4DE lSE,4L WHERE EXPOS�D) LII. �U438 bt1_EL ST111�8 W,4LL ' F2 VINYL GOMPOSItION tfL� ON Fl Cx�� FIL� NO. 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'� �. �. � ��:� � 8220'-�0" ' :�t� q ��� Date: 8-13-�3 � .� � ���-m�� 8224�-» v��� Project No: 231�g.m� 14'-al" Drawn by: TG � 3 ���17�OUS� 5���-�-S�cti�� �-'�1���Ol�s� S�'�li�-�,�v�l �our v� _ � -m � v�° = 1'-m�� Checked by: 1'��� �� ��� Sheet: � J � �� . ° � 8` . .._. _ OC 2003 RDA u - RESORT DESIGN ASSOCIATES i � , � o ARCH ITECTU RE, ' � � * � PLANNING, : INTER14R DESIGN � � `� a � � � �, ;e�in � ° If n.yk' 1 � � San Francisco Office � � � _ _ � 388 Market Street, Suite 380 C i� 5t� LEVEL � � � � � � � 0 San Francisco, CA 94111 ' 8230'-0" � � � � � � �� f � Fax• 415 392.4454 x • .�. � Boulder Office �" � 1434 Spruce Street Suite 110 .a � - _ � � } � � , _ "�' _ Boulder, CO 80302 � ( ' �,'-9" � ` � �� � � ,,� _ Tel: 303.449.4433 j 1 � '�' "O� Fax: 303.449.3366 r � - � �'-3" ��-3" �,�_g�� 1 � � �� -(�_-��� 8� " , „ 8 info�ResortDesign.com � (o'-3" www.ResortDesi n com -�f g . � i �TI� l,�1�� _ °, 8220'.6�� 5�_��� �� ��_�" S� _ W � . � � Z _ � � J �' � �� � � a� E �' ��� R � 1 O� ���� �1 f � ����� 1 � ���� 1 1 1�� ����� 1 O� ���� O�� ` � � ���il w 11��y11 � ����� = '���II 2 11 � i 11 � � �' 1 SL/ 1/4 - 1 -0 � Lt_ � � � � � 3RD LEvEL Q . 821�'•��� � w .' v � . .ty = Q : ; V J � ��� � i _ ,� z � � ' � � > o _ (� � � J � ` Z . � I� a � Q _ �i � > � V _ - ! � J � . . - t � Z N .� � � , = V > _ � �! 2Np LEVEL 820�'-6" `p Q .. � M m . W � � � _ J 0 � � I ' � nl � � Revisions: � PROCxR�SS 12-15-�3 � t � � ��o���ss m3-ZZ-��. � o � ' � � I REvISION SEt 6-30-0�4 *� � iST L�vEL M S�S��—fpll I� W •F M .y ' � W �LEY�4tOiz �'. r _ cp � �i- � � � � - � S�CT I Ol�l � `� � � '—I(V — � I � 1 1 ,t � � �4 0� 0 �4 a� � �4 0� � Dr ��s i ^ ��� � �� � � � �` ` � _ -� ^ IC A E �' . T�a � _ ' 1 i i nst f�fu ' ;,� i — C�AR�4C�� �EvEL ��'g�� ��-g�� ��_g�� ��� � . ,L � � � 81�6'-; 1/2" ��' � %��%j •+ �•' ��� ��-3�� 6'-3" �_ �� �S�D G`�+� /���� � � \��i�� i i , i i S� i i i �O 3 � -� 8 � -'1 n $ n SI � ��_,n �LEV,fitOR Plt � ` � ' ° 81�2'-2 1/2" Date: g_2�_�3 Project No: 231�19.m0 Drawn by: �M� ��.�Y�to� s�c-r�c�� ������-o� - ��u�� �ou� ���u�-ro� - �.��� -ruuo �����-ro - � �1 �,� _ , -m � „��� : ,�-m�� 3 „ �� - � �� �, _ � „ -' C� �C�� ���1.. � - � -m > >�� - � -m Checked by. M�F Sheet: - - . O 2003 RDA ,. RESOR� DESIGN - - WINDflW SCHEDULE - ASSOCIATES - SIZE HEAD VENTING REMARKS I�CIUNTING ELEV N❑. WIDTH HEIGHT HEIGHT Np, ��-��� -��-6�� ��-9�� ��_��� 3�-m�� a�_��� � Z,_�„ 2,_0„ 7�_0" -A5,0 F�XED WITH IR❑N CR�SS �A Af�CHITECTI.JRE, B 2'-0" 2'-0" 6'-8" AS.O FIXED WITH IRON CR❑SS-6'-0" IN SKI LOCKER R�❑M B PLANNING, INTERIOR DESIGN C 3'-0" 7'-fl" 7'-0" A�,O �P-ERA�LE Af2CHED INSWING FRENCH C a D b'-0" 7'-0" 7'-0" A5.0 �PERABLE ARCHED INSWING F�RENCH D - 2�-'�'� San Francisco Office r E 2'-0" 6'-0" 7'-6� A5�0 F"I�CED SIDELIGHT, TEMPERED E � � 388 Market Street, Suite 380 � 2'-G" 3'-0" 6'-8u A�,� �PERABLE ❑UTSWING F San Francisco, CA 94111 � � G 9'-0" 8'-0" 8'-D" A�5,1 F/�%F SEE ELEVATI�N 3 TEMPERED EGRESS CSLIDER) G Fax: 415 392 4454 � , � 4�_��� H �'-fl" 8'-Ou �'-0" A5,2 �PERABLE ARCHED ❑UTSWING FRENCH, TEMPERED, EGRESS H Boulder Office I 6'-0" 8'-0" 8'-0" A5,2 OPERABLE ARCHED ❑UTSWING FRENCH, TEMPERED, EGRESS I 1434 Spruce Street, Suite 110 ���� ����� ���� Boulder, CO 80302 �p J 2'-9" 4'-6" 7i-0" A5,1 �PERABLE ❑UTSWING J Tel: 303.449.4433 1��° = 1�_��� 1/4" = 1'-��� K 6'-0" 5'-0" 7'-0" A5,0 OPERABLE SLIDING, EGRESS K - Fax: 303.��.3366 _ L 3'-0" 5'-0" 7'-0" AS,O �PERABLE ARCHED ❑UTSWING , EGRESS L M 2'-6" 4'-6" 8'-0" A5,3 OPERABLE ❑UTSWING M info�ResortDesign.com www.ResortDesign.com ' N 7-0" 6'-0" 8'-0" AS,� �PERABLE SLIDING, EGRESS N , „ , „ , „ , „ � 6-0" 6'-0" 8'-0" A5,2 OPERABLE ARCHED ❑UTSWING, EGRESS ❑ 3 -ID 6 -0 6 -0 3 -0 ' , P 2-6" 6'-0" 8'-0" A5,1 �PERABLE ARCHED ❑U�SWING P � 1 � U � 12 _ _ _- _ "_� '-____-_- ___ 12 W Q 2-6" 4'-0" 7'-0" A5,1 �PERABLE OUTSWING, TEMPERED Q Z � �� - - - � �3 - � J �-�``�� !( LL ; � �N , '� - R 2-0" 2'-0" 7'-0" A5,3 �IXED R - � � i� � I �� 0 1 - - L-- , � � �-------��--------------! �---------------��-------� S 6-0" 5'-0" 7'-0" A 5,1 0 P E R A B L E A R C H E D ❑U T S W I N G, E G R E S S S = �--- , --� ----� �-------i,---------; � ^��� i 1 � � � � T 6-0" �'-0" 7'-0" AS,� OPERABLE ARCHE� �UTSi�/iNG, EGRESS � � ii . i i� � ; ! �i � „ ,_ „ ,_ „ O t.L m ; I � f ; �; i U 9-0 8 0 8 0 A5,2 ❑FERABLE, FIXED SEE ELEVATI❑N 3, TEMPERED CSLIDER) U � � _ ! � � � I U �, ; � W e � '1 � ;; 3 V 6-D" 7'-0" 7'-�0" AS.� flPERABLE FRENCH SLI.DING v _ � , ' 1 � � i � , ,� � p = o �� � � aD � ; � ; � � � W 3-9" SEE ELEV, 8'-7" AS,O FIXED SEE ELEVATIDN 4 W V J � il I , j i � � _� � � 0 ' ; i '� { ; ; ! �� I X 7-0" 8'-0" 8'-0" AS,Z �PER-ABLE FRENCH SLIDING, TEMPERED, EGRESS X - Z � - , , i � � � i ; I� I � � �' � Y 6-0 8 0 8 0 A 5,2 F/❑/F F R E N C H S L I D I N G, S E E E L E V A T I❑N 2 T E M P E R E D E G R E S S � -� O iU i , i I � a i a i ii - � 't'T + ! --��-----�-- - ' �- - ' -��----� , , Y eJ ---- -- ---�----- ' Z Q � I � Z 2'--fi" 4'-�6" 7'-0" A�,3 aP-E-RABLE OUTSWIRIG Z - ' � , „ , „ , „ , „ , ,� , �, O > V --- 3 -m 3 -0 3 -fd 3 -0 3 -0 3 -ID � � _ � - 3�-m�� N _I Z _ � - � ,��.�� _ ,�-m�� 3 ���.�� = ��-��� = V j . �/3N�D�/ ���1E�D�JL� _ � � M m . ' �'-�" �I Z E HE�AD �/��1 T I-N C R-E�I�►-�1�S �- � MOUNTING � J � ���� � N�, WIDTH HEIGHT HEIGHT ELEV N� J ;' � � � ' �I \1 �D��S= j � P � AA 6'-0" 2'-6" 11'-0" A5,1 =IXED, ARCHED TRANSOM ALIGN ABOVE "I" & "V" SEE ELEV S AA � _J�---- --� a. l;�lNDOtdJ ELE1/�47�ON T,AC� M,4TCNES _______ ____ ___ � BB 2'-0" 4'-0" 6'-10" A5,3 �PERABLE BB Revisions: ; -�-------� WINDOW Nl1MBER ; �F � � CC 2'-0" 4'-0" 8'-0" A5,3 ❑PERABLE CC Pi�OC�RESS 12-31-ID3 2. B1DD11�lCx I� OPEN TO ALL � �- f � � � DD 7'-�" 7'-0" 7'-0" AS.2 �'ERABLE, TEMPERED EGRESS SLIDERS DD �RMIT S�T �3-22-�4 M�NUF.4GTURER'S TNl�T ARE EQU�4L ; { \ FIXED, , fN THE OP(NION OF TI-�� ARCHITEGT. i Y � � � �H ; e EE 9'-0" 7'-0" 7'-0" A5,2 F/❑/F, TEMPERED, EGRESS EE 3. -D�TAIJ�S A� FDUNI� IN TNE i ' � � ,_ „ ,_ „ ,_ „ �-SERI�S OF TN� TIvOLf LODC�E � ; I i i F� 9 0 7 0 7 0 A5,2 ❑PERABLE, FIXED, CSLIDER) SEE ELEV 1 FF DEt�41L BOOK OF tHE SAME DATE I � ' � �� � �� � �� , i i GG 8 -6 7 -0 7 -0 A5.2 CPERABLE, FIXED, TEMPERED, EGRESS SEE ELEV 1 GG - as rW� sc�efl��.E. mt�i�rtv��� i �� ' HH G,_0„ 8,_�„ g�_p�� A5,2 CPERA� D�TA1L� ]�Ev�RiB� UJNEi� tH� --------�----------��-------- ------! L�, ��X�D, TEM�Ef2�D, EGi2E�S SEE ELEV 2 HH DEtAIL fS LOCAtED. iz�-m�� II 9'-0" Z'-0" 9'-6" A5,2 FIXED TRANS�M, ALIGN ABOVE "FF" SEE ELEV 1 II 4_ WINDOW SIZ�S ,4ND MOUNT1NCs HEfC�xl-�TS IN TNE SCH�DULE ARE .�J 8'-6u �'-0" 9,_6„ A5,2 FIXED TRANS�M ALIGN ABflVE "GG" SEE ELE� 1 ��. �3ASEp ON ,4GTUAL UNfT SIZES. 1/4" = 1' -0" " , Dra ' �Ti � � KK 3'-0 EE ELE SEE ELEV A5,1 FIXED TRANS�M ALIGN ABOVE "G" SEE ELEV 3 KK �yi jI � 5. REFER TO SU1LDIt�i�x ELE1t�4T1O1�iS LL �i'-D" EE ELE SEE ELE� A5,1 �iXED TRANSDM ALIGN AB�VE "G" �EE EL�V 3 L; L _ CSH�EtS A5.0 - A5.3� FOR VENTINC� ARR�NC�EMENTS OF IND I V f DUAL ' Ffi;�?'� �; w�NOOws. , MM 3'-0 EE ELE 11'-6" A5,2 F�IXED TRANSOM ALIGN AB�VE "Y" SEE ELEV Z MM ��� � � o �;. e�s 7 NN 6'-0" EE ELE �EE ELEV AS,� FIXED TRAN�DM AL7GN ABDVE "U" SEE ELEV 3 NN 6. ALL C�sLAZ(NC� fS GLEAR, DOUBLE 3'•m�� s�-m�� 3�-m�� 3�-m�� s�-m�� 3�-m�� �C�� � � PANE, �NS�L,4TfNC� C-sLASS W(TH � �` ��D❑ 3'-0 EE ELE SEE ELEV A5,1 FIXED TRANS�M ALIGN AB❑VE "U" � SEE ELEV 3 ❑p �S SIMUL.��'�D DIV1I3�fl LfCxH�'S �S r--------�;------- �------� - ---;,-------; , ��. � �� AR f �� ; , j�------ --; _ L.�� N�0 EE ELE 11,,6„ „ „ SHOUJN ON ELEVATIONS. LOU1 E IC❑ � �� i i m; �m'I JJ �;m; 0 , �'- ,4 � AS,� FIXED TRAN�OM -ALIGN AB�VE �+H SEE ELEV -2 PP C��ASS IS REG2uIR�D fN SOME �_-_---�--------��-----� �--------��---------��- � „ ,_ y ,_ �, LoC�TIONS. REFER TO TNE __ __ - ��� '0 7 0 7 0 A5,2 F/0/F, TEMPERED, EGRESS, CSLIDER) QQ Date: 11-13-m2 ; ------, -- -----, --------, , ,-------, - f'►������. Sk�EGIFIC�4T14N5 FOR LQGA�IONS. � ,� � � ` --------�_^----�� i G� �vo �_ , u , �� ALL C�LASS IS TO BE TEMPER�D ___- - _ C 1; � I � � I �N �� 0 7 -0 7 -0 AS,� ❑PERABLE, FIXED RR UINERE REQUlRED 81' GODE. ���" � j I ����,� � i �� � � � ' � � � � ; ! Q Qb,q� ,_ „ ,_ „ ,_ „ ,,� � , � 3 Z,��.�� , 0 2 6 10 0 A5,1 FIXED ARCi�ED TRANS�M, ALIGN ABOVE "V" SEE ELEV 5 SS-�; Project No: 23�9�.�� �, U1fNDOUJS IN ,4LL BEDfiZOOMS SHALL i--_-1�_-__± ' � �j i � I � i � /33Z• �' '- '- " - ,- „ - - BE EG2UIPPED W(TH EC�RESS � �i ; � I i fl i ��z� � 0 S 0 9 i� A-5,1 QP-ERABLE SEE ELEV 7 7T � - H,4RDUJARE AS i�QUIREI� BY 3�-m° 3�-m�� ; �I i i j ! �l I Drawn by: E1"IE COI��. �i i J I ; �' � � ; ' ' Checked by: L�L I------I�------ --�----------� ��-----'--�----------'-� ----'--- � 8. UJ11�lDQlU SUPPLlEi� �ESPQNSI8LE �� SS FOf2 �E#�IF�'INCx I�l �,4D�,4NGE � 3��3a,� 3�-ta" 3'-�9" 3'-0" 3'-ID" 3'-m" Shee#: . R.O. DIMENSIONS. y ' � 1/4" = 1'-0" � � 1/4" = 1'-•0" - � , - � , CO 2003 RDA u ' RESORT DESIGN _" D❑OR SCHEDULE DO�R SCHEDULE - D❑OR FRAME HARD WARE REMARKS D��R FRAME HARD WARE REMARKS - N�. WIDTH HEIGHT THICK MATL FIN RATING ELEV MATL FIN RE� ❑WNER N�, NO, WIDTH HEIGHT THICK MATL FIN QATING ELEV MATL FIN RE� ❑WNER Np, A S S O C I A T E S THIRD LEVEL GARAGE LEVEL A.�t '�1�. 30i 4�-0� 7�-3� 1 3/4• MTL PT ?0 MIN. 000 HM PT SWINGING SM�KE DOOR WITH MAGNETIC H�LD �PEN 301 001 3�-0• 7�-6� 1 3i4• HM PT 60 MIN, 000 HM PT 000 001 G 302 3'-0' 7'-6' 1 3/4' WD ST ?0 MIN. 000 WD ST 302 S� 002 3'-0' 7'-6' 1 3/4' HM PT 11/2 HR. 000 HM PT 000 002 C 303 3'-0' 7'-6' 1 3/4' WI� ST ?0 MIN, 000 WD ST 303 003 3'-0' 7'-6" 1 3/4' HM PT 20 MIN, 000 HM PT 000 003 G 304 3'-0' 7'-6' 1 3/4' WD ST ?0 MIN, 000 WD ST 304 004 3'-0' 7'-6" 1 3/4' HM PT 11/2 HR, 000 HM PT 000 004 ARCHITECTURE C 305 3'-0' 7'-6' 1 3/4' WD ST ?0 MIN, 000 WD ST � 305 005 3'-0' r 7;-6� 1 3/4; HM PT 11/2 HR�-000 HM PT 000 005 PLANNING� S-��¢ 306 3'-0' 7'-6' 1 3/4' WD PT 1 1/2 HR, 000 HM PT 306 006 R 2 -10 7 -6 1 3/4 HM PT 1 1/2 HR, 000 HM PT 000 006 INTERIOR DESIGN C ✓ 307 3'-0' 7'-6' 1 3/4' WD ST ?0 MIN, 000 WD ST 307 007 3'-0' 7'-6" 1 3/4' HM PT 1 HR, 000 HM PT 000 007 G � 308 3'-0' 7'-6' 1 3/4' WD ST ?0 MIN. 000 WD ST 308 008 3'-0' 7'-6' 1 3/4' HM PT 1 HR. 000 HM PT 000 008 � v 309 3'-0' 7'-6' 1 3/4' WD ST ?0 MIN, 000 WD S 309 d.d- ��Y• 009 4-0' 7'-3' 1 3/4' HM PT �0 MIN, 000 HM PT SWINGING SMOKE DOOR WITH MAGNETIC HOLD ❑PENS 009 C d 310 3'-0' 7'-6' 1 3/4' WD ST ?0 MIN, 000 WD ST 310 N`a. �L�V U�g�W O10 3'-0' 7'-6' 1 3/4' WD ST i0 MIN, 000 WD PT 000 O10 San Francisco Office C 311 3'-0• 7�-6• 1 3�4• WD ST 20 MIN. 000 WD ST 311 s�'�' 011 3'-0' 7�-6• 1 3/4• HM PT 1 l/2 HR, 000 HM PT 000 011 388 Market Street, Suite 380 � 312 3�-0• 7�-6• 1 3�4� WD ST 20 MIN, 000 WD ST 312 012 3�-0' 7�-6• 1 3�4' HM PT NR 000 HM PT 000 012 San Francisco, CA 94111 G ✓ 313 3'-0' 7'-6' 1 3/4• WD ST 20 MIN, 000 WD ST 313 013 3'-0' 7'-6' 1 3/4' HM PT EO MIN, 000 HM PT 000 013 Tel: 415.392.4433 Fax: 415.392.4454 d 314 3'-0' 7'-6' 1 3/4' WD ST �0 MIN, 000 WD ST 314 014 3'-0' 7'-6' 1 3/4' HM PT NR 000 HM PT 000 014 C�/ 315 3'-0' 7'-6' 1 3/4' WD ST ZO MIN, 000 WD �ST 315 G✓ 316 3'-0' 7'-6' 1 3/4' WD ST 20 MIN, 000 WD �ST 316 MAIN LEVEL Boulder Office C � 317 3'-0' 7'-6' 1 3/4' WD ST �0 MIN, 000 WD �ST 317 101 7'-7 1/2' 7'-0' 1 3/4' BRZ XX NR 000 BRZ REVOLVING D��R-RE� SPECIFICATI�N FOR FINISHES 101 1434 Spruce Street, Suite 110 C 318 3'-0' 7'-6' 1 3/4• WD PT 1 1/2 HR, 000 HM �PT ,_ , ,_ , , Boulder, CO 80302 318 102 3 0 7 6 1 3/4 WD ST NR 000 WD ST 102 Tel: 303.449.4433 6j�,Q 319 3'-0' 7'-6' 1 3/4' WD ST 20 MIN, 000 WD �ST 319 103 3'-0' 7'-6' 1 3/4' WD ST NR 000 WD ST 103 Fax: 303.449.3366 320 PR 3'-0' 7'-6' 1 3/4' WD ST 20 MIN, 000 WD �ST 320 • 104 3'-0' 7'-6' 1 3/4' WD ST NR 000 WD ST 104 C 321 PR 3'-0' 7'-6' 1 3/4' WD ST 20 MIN, 000 WD I ST 321 SQ�I!'i 105 3'-0' 7'-6' 1 3/4' WD PT 1 �/2 HR, 000 HM PT 105 � 322 3�-0• 7�-6� 1 3�4• WD ST 20 MIN, 000 WD �ST 322 106 3�-0� 7�-6• 1 3�4• HM PT NR 000 HM PT INSULATED D�OR 106 info�ResortDesi n.com �i g 323 3'-0• 7�-6• 1 3/4• WD ST 20 MIN. 000 WD �ST 323 � 107 3�-0• 7�-6• 1 3�4• WD ST � MIN. 000 WD ST 107 www.ResortDesign.com ` I G • 108 3'-0' 7'-6' 1 3/4' WD ST � MIN, 000 WD ST 108 � I G 109 3'-0' 7'-6' 1 3/4' WD ST � MIN, 000 WD ST 109 I ( 110 3'-0' 7'-6' 1 3/4' WD ST � MIN. 000 WD ST 110 FOURTH LEVEL I G 111 3'-0' 7'-6' 1 3/4' WD ST � MIN, 000 WD ST 111 r , 401 4'-0' 7'-3' 1 3/4' MTL PT 1 1/2 H 000 HM I PT SWINGING SM�KE DO�R WITH MAGNETIC HOLD OPEN 401 G 112 3'-0' 7'-6' 1 3/4' WD ST PJ MIN, 000 WD ST 112 W v7 G 402 3'-0' 7'-6' 1 3/4' WD ST ?0 MIN, 000 WD I ST 402 G 113 3'-0' 7'-6' 1 3/4' WD ST 21 MIN, 000 MTL PT 113 L C 403 3'-0' 7'-6' 1 3/4' WD ST ?0 MIN, 000 WD �ST 403 114 3'-0' 7'-6" 1 3/4' HM PT 3/4 H�U 000 HM PT INSULATED D�OR, SELF CLOSING, LATCHING 114 J ' 5T��y(�(L 404 3'-0' 7'-6' 1 3/4' WD ST 1 1/2 HR, 000 WD ST 404 115 3'-0' 7'-6' 1 3/4' HM/G PT NR 000 HM PT 115 L,L G 405 3'-0' 7'-6' 1 3/4" WD ST i l/2 HR. 000 WD ST � 405 116 3'-0' 7'-6' 1 3/4' WD PT 1 /2 HR, 000 HM PT 116 � G 406 3'-0' 7'-6' 1 3/4' WD ST 1 1/2 HR. 000 WD ST 406 STa�a. 117 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R-19 UtV�ACED BAtt IN°,ULAtION AND vAPOR BARRIER M4 ROUCxN S,4llN 2X6 tRIM Ohl S�OPED GROUt FILL ARCH ITECTU RE, IMiN.1" SLOPE)ON F3 IUItH 1" GTP3UM LI1�l�R PANE� (2 H�UR RA71NG) M5 ROUGN SAIW 2X8 TRIM PLAN N I N G� F10 3"+/- BLOP�D,REtNFORCED M6 ROUCsH SAIW 2Xi0 TRIM co�ot�o corac�re s�.ae � INTERIOR DESIGN 1W17H SNOUa"fELT)ON DRAINAGE '� � C � F C� H rn Rou�� sau.�v zx�� rriirr LAl'ER ON MEMBR�4NE WAtERPROOFINCs ON PRE-CA3t CONC.SL�4B. M8 PR�-FINISFIED M�tAL PLASHINCs . . , M9 COPf'�R PLA3NING II I I ( � � MI0 GLEFT SANDSTONE CAP San Francisco Office B�4SE; I I I rm IRRIGATED FLOWER BOX 388 Market Street, Suite 380 81 6 NOMINLIL PROFILED lt�.BAS� l8?) • a2 a°xorrw,a�. ��at eas� �P� I ( I I ( Mi2 si�° DIA. IRON CsRILLE San Francisco, CA 94111 II I Mts BUILt - UP UJOOD MANtEL,SEE D8tA1L XX. Tel: 415.392.4433 B3 4" RLIBBER BASE. • Mid z° GLEFt SIWDSTON� HEARtN Fax: 415.392.4454 B4 6" GERM?IC T1LE BASE. I I I I I MI5 SOLID SURFAGE GOi�R SFdELF B8 NO BASE. 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I 5md PENiNWBE Z•�� � I L VO > L --i ALL LIF� SAF�tY S1'StEMS, INGLUDI� I � I ( � � �ir•z�-�sisriv� cortst�uctiori,rte�s o� ���ss, i � 00 � I II — I — AUtOMAtIC PIRE SPRINKL�R �1ND PIF�E ALARM Sl'StEM— — I I I I I ` � — — — — — — — — — — — MUST BE COMPLEtE AND OPER4tIOt4JAL ON tNfS FLOOR — — — • — • — — • — • — • — • — - .�� - — . — . — . — . — . W � � !"' I �I I ry I �:12 I I� I I � O � II I ____— - -e — — — — — — — - - - - - - - - - - - - - - -�- ��---� - - - - — — — 5.� . �. � � � � I �) I � `� Revisions: . ,. . ,� I I � I �I ( � � � i�RO RESS 11.��.�3 , I. 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CAST-IN-PLACE STRUCiURAL TOPPING SHAII HAVE A MINIMUM 28-DAY o O w W w COMPRESSIVE STRENGIH OF 3000 PSI O� � nQt nQl J REINFORdNG. J U J � J A. REBAR SIZES//4 THRU �7 SHALL CONFORM TO ASTA1 A706 GRADE 60 O � m � m B REBAR SIZE�3 SHALI CANFORM TO AS1M A615 GRADE 40 t- > m � m C REBAR SIZES/�8 THRU�18 SHALL CONFORM TO AS1M A615 GRADE 60 � � A B C D E F G H D WELDED WIRE FABRIC SHALL BE GRADE 60 AND CONFORM TO ASTM A785 W 1 I � Y-o' JO'-0' 30'-0' JO'-o' 30'-0' 30'-0' 4'-71' YIEID S1f2ENGTH=65 KSI � Z � � � E S7RUCNRAL STEEL SHAPES SHALL BE GRADE 36 AND CONFORM TO ASTM A36 � o w j F PRES7RESSING STRAND SHAII CONFORM TO ASTM A416 MINIMUM UL7IMATE � ~ � � Z � Z � STRENGTH SHALL BE 270 KSI � � o o U ' ' I E2 O5 � � E2 OS � E2 06 � � OPENINGS. 1 _ � _ � - - _ - - _� _ - _ _ - - - _ - _ - - - - - - - - - - � � - ' PRECAST MANUFACTURER SHALL PRDVIDE ONLY THOSE OPENINGS SHOWN ON THEIR SHOP N 2.03 DRAWINGS ALL OTHER HOLES WILI BE CUT BY THE RESPECTIVE TRADES IN 7HE FlELD PRECAST MANUFACiURER N7LL NOT PROVIDE HOLES SMALLER 1HAN 6" HOLES VMICH WT PRIMARY REINFORCING IN MEMBEFtS SHALL BE APPROVED BY PRECASTEft PRIOR TO ' ( E 03 � � � I I BE APN ROVED BY PREC STER PRIDORCTO CUTTING ROPOSED FOR SPAN-UECK PLANKS SHALL � ���3 FlNISH INSTRUC110NS. ` � PRECAST AND PRESTRESSED CONCRETE AIEMBERS WILL BE FlNISHED AS SHOWN ON � b E2 OZ I Z SECTION SHEETS SPAN-DECK PLANKS SHALL HAVE STANDARD MACHINE-CAST FlNISH (n I I � I I I I I NOTE SPECIAL FINISHES SHALL BE EVALUATED ON 7HE BASIS OF APPROVED SAMPLE w, 3 TOLERANCESa W 2 � 2 OZ 2 0z PRECAST AND PRESIRESSEO PRODUCTS VALI BE FABRICATED TO TOLERANCES SPECIFlED a IN DIVISION V 1 SECTION 6 4 OF P C I MNL-116'MANUAL FOR QUALI7Y CONTROL FOR 2 E2 3 - - - - --�- - - - Q PLAN15 AND PRDDUCTION OF PRECAST AND PRESTRESSED CONCREiE PRODUCTS' � � E2 04 � � I I I � C PRES7RESSED MEMBERS ARE CAM8ERE0 AT SETfING. CONTRACT DRAWINC DETAILS SHOUID � 1 REFLECT iHIS CONSIDERATIDN TOPPING THICKNESSES WILL VARY WITH CAMBER LONG- � I E2 03 I I TERM DERECiIONS PRECLUDE THE USE OF CAMBER FOR DRAINAGE POSITIVE DRAINAGE BY C � SLOPING IAEMBERS IS RECOMMENDED � � �� � _ Y m 1 I L2 a3 E2 03 � � � � � JOINTS BETWEEN PRECASi MEMBERS OR BE7VdEEN PRECAST MEMBERS AND WORK BY O OTHERS ARE TO BE CONSIDERED NOMINAL DIMENSIONS ONIY 1HESE DIMENSIONS CAN � � . - 8 I I ( - -I VARY DUE TO PRODUC710N.ERECTION AND O7HER GENERAL CONSTRUC110N TOLERANCES E2 03 E�08 - 2 6 EIELD PLACED CONCRETE. PRECAST MANUFACIURER IS NOT RESPONSIBLE FOR PLACING OR REINFORCING CONCRETE � � - I I I I I � � TOPPING PRECAST MANUFACNRER SHALL NOT GROUT OR DRY PACK JOINTS BEiWEEN � 4 PRECAST CONCREiE MEMBERS UNLESS CALLED FOR ON APPROVED SHOP DRAWINGS � E2 09 INSERTS AND HARDWARE. 3 - - - - ' - - - - ' - - - - - - - - - - - - - - - - - - 3 ALL MISCELLANEDUS STEEL INSERTS,HANGERS AND ATTACHMENTS FOR ELECTRICAL, O � � E2 09 - MECHANICAI AND 07HER TRADES SHAII BE FlELD INSTALLED BY ii2ADE5 CONCERNED I I I I I 3 I I I UNLESS SHOWN ON APPROVED SHOP DRAWINGS AND INCLUDED AS A PART OF � 3 PRECAST CONTRACT 3 � 20 207 A� y '� E2 08 I E2 0 ACCESS TO AND ON THE JOBSIiE SHALL BE MAINTAINED BY THE GENERAL CONTRACTOR m I AT ALL TIMES SO iHAT ERECTION AND DEUVERY EQUIPMENT CAN MOVE FREELY TO , 2 Z SERVICE THE JOB Q I I E2 04 I I I E2 O5 ( � � FOUNDAl10N NOTES: � I A ALL ANCHORAGE ASSEMBLIES CAST IN FOUNDAiION SNALL BE NITHIN f 1/4"MAX � _ � OF THE CORRECT PLAN POSITION,SHALL BE PLUMB AND TRUE,ANU SHALL BE 4 - - I- - - - - - - - - - - - - - - - - - - - - - - - 4 PROTEC7ED FROM RUST AND DAMAGE I 3 � � E2 04 B BEARING SURFACES FOR PRECAST SHALI BE A LEVEL PLANE AND AT THE CORRECT Z �� � � � E2 07 � I (t 1/4'MAX)ELEVATION IN ORDER TO RECEIVE PRECAST MEMBERS �^�j /� � C. A MINIMUM 10'WORKING CLEARANCE MUST BE MAINTAINED TO PRECAST MEMBERS � � � ( 2•� I I I EZ a D P Oi1NCS ANDN7RENCHESN HALL BE CLEAN AND FREE FROM WAIER o i �� � � � A KIN• J I I ,4.!�► - I I i I � � � PRECAST MANUFACTURER SHALL NOT BE RESP6NSIBLE FOR CAUI.KING,UNLESS a �04 � I SPECIFlCALLY INCLUOED IN CONTRACT � 5 - - I - - - ' - - - - - - - - - - � - - - - - - - - - APPROVAL OF DRAiNNGS � i ' - -{- - 5 DRANINGS REVIEWED BY EIIHER THE ARCHITECT OR ENGINEER AND NDi STAMPFA REJECIED OR REVISE AND RESUBMIT 7RANSMITfED BY 1HE CENERAL CONTRACTOR, WILL CDNSTIIUTE I I I I � � �'� � 4 , THE RElEASE FOR PRODUCTION OF THE ITEMS COVERED BY iHOSE DRAWINGS � - - - f - - - - - - - - E2 07 tli a a a a a � R M P'S PROFESSIONAL ENGINEER SEAL APPUES ONLY TO R M P PRODUCTS AND I - � - - - CONNECiIONS DESIGNEO TO MEET 1HE STitUClURAL CRI7ERIA PROVIDED BY THE ENCINEER OF RECORD THE ENGINEER OF RECORD MUST REVIEW AND APPROVE R M P � � E�� 5 4 COMPLI NCE WI7H MFORMFATION NGIVEN M 1HE CONTRACT�DOCUMENTSEPT AND GENERAL '; I I i I 1 I I I E6EGIl4b. ��� ERECTOR WILL PRONDE MEANS TO PREVENT WATER AND ICE FROA1 COIlECTING IN 5 OPEN SLEEVES OR INSERiS,TO PREVENT DAMAGE FROM fREEZiNG ^ � � 2 ( ( �' LE�Ed2� 2 Ot I I I E2 01 I I I 3 ��� �� E Ot I ( � PIECE MARK SECTION CUT 6 - - - - - - - - - - - - - - - - - - _ E-� NUMBER O DENOTES WORK - - � ' I - � � 6 X-XX Xx W (ON PLAN) � h I I I � I I § � � XXX XX ❑ PLATE FAR SIDE RMP RMP � O I SCHEDULING ENGINEERING � PLATE NEAR SIDE � � � _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ � I NUMBER DESIGN � I I I 1 I i E2 01 � E 01 �� O 0 � - � E203 - - - - - - - - - -I _ ^ ( E201 I � � a — — — — — a �'� 9 . � � � � � � � i � . ,s'-o• ,s•-o• � � A B C C5 D E F G H � � _ � . � SHEET DESCRIPTION i,�RF�s��Su�t3fE1l,+��r; A Et—Ot WEST FOUNDATION PLAN �"- 6�s �'.`,,�r, "�� Ei-02 EAST FOUNOATION PLAN �t 4 �� ��lJ � �d �P� �\����,�\ a',�,^ t i.�- '`a�. �r ttm w[.os/�o� h+'.,e 5�,,m'�e�nrG.�,�-��� � ammcw � _ Et-03 MAW LEVEI PLAN ;r�,ty�n�,,,;, ����, ��� SHEET TITLE. -�,` a� v�Pi�'. �F, .r�n,l��,�,���f„ USFk aNnp Et-04 2ND LEVEL PLAN _ �� �„ a�. a�,'•1.- COVER d <��,� P K:,�r �i A„'s�'`"t; E1-05 3RD LEVEL PLAN ��, "e" x� "� ���—��� �.�� �^� SHEEf E1—O6 4TH LEVEL PLAN =:�:�e � o A: ;.,yc� +�-r•`,� PROJECT DTR ST - E1-07 5TH LEVEL PLAN �,,�,�;,� ���b1 '�,,rA;°� E2—Ot SOUTH dt SE TOWER ELEVATIONS % "`�-`aQ �< a COORDiNATOR WS E2-02 GRID G, STAIR & NORTH ELEVATIONS � ,=�9�°�ae o- '° ��."�� �'' ����` �' D DRAWN BY PJW < < E2-03 NW TOWER, GRID A ELEVAlIONS •'yp��'��r'-�d" �., `y���'��'(/�J E2-04 GRIDS 4 5, B 6, C ELEVATIONS ���� 5;1'���ak�°�""ti,� DATE 4/8 E2-05 GRIO 0, E. & ELEVATOR ELEVATi0N5 E2—O6 GRID F & GRIO 2 ELEVATIONS ��� � � `0�+� DATEKED BY E2-07 STAIR 1 CORE WALLS " E2-08 STAIR 2 CORE WALLS __�,��t�, M9�lR�T�iN PRES'��,,.�$' SHEEf E2-09 EIEVATOR CORE WALLS - v • E3-01 FOUNDATION PLANS . E4—Ot STAIR #1 ELEVATION & PLANS � COVER E4-02 STAIR #2 ELEVATION dc PLANS JOB NUMBER " . � - ' - 404005 .r . , � ,r . -' ^ ' . � h . ` , - � i=o 0 , �W � � A B C D E �� � ( z 7'-0' 30'-0' 30'-0' 30'-D' 30'-0' Q P 2141�-� 2r-6� V� � � � �P-Z14���-8� 27'-0' �-4� O � w � - - — �P-2143' p O w p � 1 - -- - - - - - - - - - — - - - - - - - � lYP U N 0 - � - - - - - ' � ~ � � a � V ¢ i � � � 2 N � � � m � m � � E3-Ot o ^i �-0' 6'-0' 6�-0' � 6'-0' r j m � m I I / \ 3'-2' 6�-0' 6'-0' 6'-D� 6'-0" Y-1 ' �` -� � ' Q. G-1 w � � O 8175•_0• � � Z 1 � � N I I I �5 1Fi 3� � TO C.IP � � � � W � � tvP rn ¢.r-zta i sm�CiP �� — � ° o o c°� I ( I B-B' 2•-1• 6�-8�' aO 1' 4 < ( �» AC-12 g 4to C8 I 1 I I 14" X 20" ¢ 'a. T 0 COL = 8187'-3" ' y - � - I - - - - I - - - �— - � C L = 14'- 0�/2" I � � I I � 2 _ _.— � - - - - - - - - - , - - � � N� 'i � i� 1 I � � � � �� � I I I Q SE-1 AC-13 ��_� 2'-9' 6'-0' 2'-' 3'-4' 406 CH ( N 20"X20" U - 14"X20' DOWN q• � I � � T 0 COL 8199'-5" � V � I ' � C L = 23 3" I I ��s�-o� a ' I I \ TO C.IP I SIM �s � C �� i � I � � � � I i ' I I � � ' 3 1° _ st7z'- ' I C � - ( I - � - - - - 3-Ot TOC.IP � " i O ^ �P-214 1�-1��1�-7� 5�_5• �Y 5_�0� g•_p• Y_1• 3�_g• 7_�• 6•_�• 3_�• •i � 8176�_�. � � � � � � 4� o � E3-� T� U C.�F 2 14A � � � ^ _ iYP ��J � I � I u a/��� V3 - -� - - - , - - - � - - - -' '- - - - - - - - - - � •m I � � � � A�_9 � � - -f � 407 CE � � � �a• �•_• ^ �6•_5• 16 � UNO � 11' �^ 2'-t' 5' 7' g SE-1 20"XOZO"OUP - 14"X26" DOWN � 6 � I T 0 COI. = 8 99'-5" � I � ' I � I ' I � C L = 23'-3" I I � � r 13-6' S-i' 8� � 10-Y � ' i� SIM 51lA ' p �s lYP UNO. �s �s �8176'-0' I I I T0.GIP I i I ,� � � I ZV' I � I N N I I I I N I O 4 — ' to'1' S'I � ¢.se-t � — — — — — — — �— — — — — — — � — — — — — — — — — — I — — � Q Sfr1 �I-214 14�-8� 3�-0� O .��D b b . ( J � ' � ' I � . 1'-0'�P-214 � I � � I - - - I ( I � �' N O O C � ( I M � � N EV `'_� a a a a a 402 CC _ Tm 15 I I �2" x t2" � sM ei�ie'-o' an�o' � b 7 I TO COL=8189'-6" 70 C.IP � 1 146 T� p'Ip I ' ° ' , c� = t 3'-a" 1 14A 13 148 � � , � Q 8176'-0' � I � a T 0.C.I P � • �CO UMN=11'-1' "' - � - a 5 - -+ - - - - - - - � ' - (- - - - - -� �- - - - - - - ' � `� - - - ��� .t o j i i i i AC-8 I AC-7 AC-3 ' °� " I 403 CJ � 408 CA 411 :A N o � I 14" X 36" (14"�X 46" TOP) 74" X 36" 14 X 3G' ( N � 7 0 COL = 81 9'-6" T 0 COL = 8189'-5' T 0 COL =8187'-3" �� C L = 13'-4 � C L = 13'-3" C L = 4'-1" � I I I I M � o ^�-' r' � I 3. ..i 401 CB - - - - - - � - - - I ^ "' 3._�. ��s�-� �4' x 20" � � �6 � � S�-1 T 0 COL = 8190'-3" ( � � o I ' CL = 14'-t" I I 7YP UNS � � � 8 146 ( � O , I i I I � �p_y> i�'8� 4 0' biH A�-2 �-3' 6'-0' 6'-0' �P-21 6'-0' �SE-t 7� d'er 4C4 Cl 8f75'-0' p�_g 8175'-0' AC-14 � .� '� `� I 14� X 36" 148 10 TO CIP 405 CG T����P 3 409 CB TOSC P 3 °f �SC-1 �� Q � T 0 COL = 8189'-6" 14 X 20" 14 X 20" �� � � n1' 15 } � 3' � 7' N � C L = 13'-4" T 0 COL=8190'-3" � T 0 COL= 8189'-5" � 6 - — - - - - - - - - — - - - C L = 15'-1� - -� i_ C L_ 14'-3" - - - - - - - - � � < eo � � I � a 8176'-0' � � � �� �,8175'-0' ' - T� 9 148 4i0 C.IP I �P-214 � � 7� ^ Q P-214- 27-5' n � , � ^ I tu �:.'-1 I 3�-4� � �-5 5'-5' 4'-4' 5'-5' '-5� 2� a� 3'-B' P-4' 4'-' � ' 472 CB Q COLUMN=10-" � C-3C ^ 4' C.I P : � 413 CG � � I � 15 16 �N p i i 7 4" x 20" ° 74" x 20" � � i T 0 COL= 8190'-3" a T 0 COL=8190'-3" � 7 - -- - �— - " - - - - - ^ - - - - - - - - C L = 15'-1" - - C L _15'-1" _ I °� - �- - .I 7 � .� . I N M - lV p. flL iAl[t�1MOD5�f8U�ln M1oqm�9op�� �' �-�• 6 I ° � R t arc m%p7Ea°�4 �F214 1'-6' 7'-9' 2'-1' 7'-8' 2'-1" '-9' S'-4" 2'-t" 5'-3' er T S7EP C I P a �i°E' i�„i _ o I I I � 4. 17 I 18 17 � ' SHEET TITLE � 4. M I ,�,�Eet4t�4iES�$13y+c•jIf FO NDATION 8 — -- — ---�— — — -I-- — — — — — — — --�-- — — — — — — — — — — — ,<�`,�*{ 3'�"� 4�4°`�'�r`'`� Fv @Fx�aaF" �� 8 � �:;���q��o6`'�w,"`�_;rA��.y� PROJECT DTR. ST , � � � �a 2�-B� 6'-0' 4�-�� 2�-� 3�-8� 4�-��� 6'-0' 4�-�� 6'-0' 3�-9�� 2�-4�� � T0.pP WALL � "*"~'=��a F�'.�:J�3• �%�t;';�"„z,,�..-`�.,+"r d,� ;"°�;� „`�s `�" ^M1ryapg:F... COORDINATOR 15-0' 0 15._0. �d��",:' �°.r^rr'°F�.""��- A B D I �"� ��t`;"ta�� `C:7 9` DRAWN BY PJW C C5 � 6 � E ,:p'�o �� �, DATE. 2/18 ' p t�.�p 4i '�"a+w � -+�oo "+ „�= CHECKED BY io = ��SOOO � s e�_,r''�: � � � '3,',�m,;fi�"ie�m2 � � DATE f t �W � � � _ �� '�rJt�f�6;ot� �� SHEET � _ 1 WEST FOUNDATION LEVEL - PLAN B JOB NE1E01 SCALE: 1/4" = 1'-0" M� ,zooEa 404005 , - - --- --- -- - - - -�------- ��----- - _ . �—_.__J �° a I � Z �'w a �� � � F G H � ' � ao'-o• 30'-0' a�-�r ? � I 2r-6• r-s• � �� I I 817�5�_p_ < � z TO C.IP `i W � - - - � - - - - - - I- -� - - � � � � � � � U �, 6�-�� s-0" 3'-0' �_j ' I � > m � m 5• ( I � 1 � n � • n � � � p � w V I �-�� 27'-4' ��-B' �P-214 N � � z � � 16 TYP uNO � 15 I u�i ° o o °v I 6 e � � u' o � - - ' , `I - � -') - - N � � � - - - - r 2 y��� z• a- e' o• ^ s'-o• s'-o• s•-o• 3'-a• L NN � ' � '��I I � nc-ii ° I � I y � 414 CD � � 14' X 2D" L I T 0 COL = 8187'-3" � � a C L = 12'-7" o tJ 15 I C .� 1 � � � - I I � I I f+ � - I — - - � - - -�- - - C � 26 � - 1 I a 7' I ' I � 1 ' � . � I 8175'-0' � � T�0 GI P 2 14A ens'-o• ;; ro c.ir :. .. Y'+ N � a � V -�— - - - ',- ; - - - - - - � - - 3 � � U A�-,a ^ -- — ^ oc I 415 CE 20"X20" UP - 14 X25' DOWN » 5 � T 0 COL = 8 99'-5" �'y � � � E3-i � ' I C L = 24'-3" c�� 16 I � � � o I I S1EP C.I P I I � `� I ( ^ ' O � I I ^ I � � � I � � I � � - - - - � - - - - - �- - I' shP T - 4 u� TO CIP I I I I I I � � ena'-o' � � T�— I ( I I I I I � aaaaa � ' $�4 7� ( I ' TO CIP 1 146 I ( I i II SIEPITO CIP I I �� -�- - - - � � - - - - - _ � T � 5 �� � � Ac-s '� '� 9 � 416 CF SfEP T0.C.IP I � I 20"X20" UP - 1 'X36" DOWN _ _ _ _ _ _ ° T 0 COL = 8199-5 "' i' � C L = 24'-3" °0 - tO � n 8175'-0` i+ � � T0.C.IP � °� � O - - - - - - - - - - - - —*�"' - 5 4 � � I ii \ � � �N a � �� � � � O � I AC-4 I � � ( 417 CH � 20'X20" UP - 14 X20" DOWN 8175'-0' T 0 COL = 8199'-5" I ° � �I . I To CIP CL = 24'-3" I N a 6�-0' ��-�� 2'-9' 2'-8� 4�-9� 4�-9' � �SC-1 � � ' �� � � �2 � � 16 urPio. 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B THK � � � � � i � . 8" THK n` L=29'-3�/2" oo� ` , L=23'-0/a � Q rf� M I O �_zs�-s�(i � ` ;' 47 i � . P-81A -`,t ; �` `�� / �� i � �? \ i �� i �� i �� i' � i �� �� i d. �� i . .�� i �� i a� � r 217 FSC � i � i� � � i � i � i � i47 � i � i I � i � `r i � i ,'aa � � --- 8" THK �3 ' L=33._���z o a 62 I ' .i �� i i � i � � i � i � i � i � �i � i � i � i � i � i � i � CD � O � � i � i '� i � i � i � i � i � i � . i � i � i � i � i � i � i � N � I I`"I ` � . � P-100 P-47K 58' � N V1 � i � i � . � � I I i 20o FSA 8220'-6• 23 P-75A 8220'-6' 184 F58 �j � � i nts � � � o � o 0 6" THK o .<�� � � � � 3 � P-93D g• TMK Y— � 3 195 FSA $ I 3 3 1 3 a 47H LEVEL F F a SIM 4TH LEVEL F F �=z9'-� /a a ��� o 0 270 FSB L=29'-4�/2 ° 8" TMK o a o , , , � � � , ,47 , . 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I� \, `� i �� i �� ° i �� '; �� i �� i �� i �� .'i �� i �� C� i �� i �� '�i �� i �� i �� i � �OO � L=29'-4/2° e n ^ � � � P-100 , . . 58 . . . . -- i �8.-220'--6' • P-100 199 FSA 5.A ------- i 41H IT .EVEL F F 211 FSA 8� THK P-75A P-92 > �`�� i �� i Aa�r �� i �� i ' 0 7 0 0 183 FSC o �\ 13 N et M N W `t i 3 8" THK L=29�-4�2 � � \ 196 FSA i 3 8" THK � 3 � \ •3m a a a a a � o° L=29'-4�/2" o°. 8" THK o a L=37�_�5�8 0°' � � i �� i �� i � i �� ' 1=29'-2�/2" �\ � I . . , , �o , siM 23 ., 23 �� 58 \� '. . � i �. i� � r � '� i � i '� i '. i�- . i '� i � i � . i \ i � i '� i P-1008 - � i � i � i,.� � i ' I � i � i � i „� � i- � i � i � i � n% 1 � i ,7r � i „y�. � i � i o i � o S�j� 0�-8� ___ . . . . , . . . , I . . . . . . . . . . . . � 215 FSA i 3 � � 8" TKK o a �4H LEVEL FF �.i \ i � i � i . � . i � i � � .i . i � i � i . 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P L=8'-8�' P L=8'-8�' p• 11'-3�' '-10 P�=8'-1�' p L=5_t ��-D�' P L=19�-10�' 1�-01' 2 9� m.`�,sQ �A. "'` DATE � - � y :f•`���c >a u�: P L=29•_9• •JT P L=29'-9' �'� i �T �'� y« n.. = 3' �JT � � �'JT �"JT �"JT �"�T ^•,oT� SHEET . _ NORTH ELEV. �• ' '�`'Y` � E��,�,3 0� E2-02 � � SCALE: 3/16" - 1'-0" MAY 24 2004 J O B N U M B E R 404005 i � � � , i z � ' 3� 3'-10�• � 4'-1�' W-25 537 WG W_ 2 W-26 542 WH � W-25 538 WG C 25 539 WG W-25 540 WG W-25 541 WG �,_9� C o 1 1'-0� 2'-0' �P-201 FS � 7'-11�/4 7'-11�/4 7'-11� 4" 7'-11�4" 7'-11 1 q' i4 1�-8��3' K � � a'-,ob' a'-o�' � 2s'-s /a" � 8"'THICK 13 1YP 29'-3�/8 6'-5� 1�-6�• � 29'-3 /e" 29'-3 /g' 29'-3 /S� 8" THICK � 1'-1�' �— 114 — � 8" THICK 114 g' THICK 113 7YP 8" THICK 8" THICK P�°��9�� � � 8220'-6' 8220'-6' 8220'-6" 8220'-6' 8220'-6" 6220'-6' 8220'-6' ? j i 0 dTH LVL.=m T 0 47H LVL� T 0 4TH LVL� — T 0 aTM w�.� — r o an��vi..:m i 0 41H lVL'� — T 0 4TH LVL'� � '� ¢ W-24 ^� p � i ;,�, 536 � � , � ga � W � M WH •' 'I ' o � � � � 0 4�_�3�4. o �p o V 29'-2 /Z" o � m 8" THICK � j o� w m �8210�-6' �8210'-6" 8210'-6' �8210'-6' �8210'-6' �8210'-6' �8210�-6` 4 T 0 3RD LVI.. 4�T 0.3RC L4L `° �TO.JRD LVL 4 T 0 3RD LVL 4 T 0 3RD LVL, 4 T 0 3RD LVL 4 T 0 3R0 LVL. � 1 a W I � 0 e� n 7n �i n n "� 'Q' � � � C' V N � N 0 � N N N N N � Q 3 W � � j U �:- n i n � n n n ° 0 o O II II II o N J O � V x 2 � S S x x 2 a a a a a a a ; �,8�200'�-6'�� �,8200'-6' .0 8200'-6' .0 i,6200'-6' �C �8200'-6� B C 8200'-6' .0 �8200'-6' TO 2� ND LVL 4T0 2ND LVL. `° 34A �TO 2ND LVL 34A �'70 2N�LVL 34A `t�TO 2N0 LVL 34A �TO 2ND lVL 34A 4T0 2ND LVL � � � 5E-18 1YP � � � T� � N ' � L ° o m i' TYP TYP iYP lYP TYP ° N b, � � ir � � 0 37 37 37 7 37 Q� � � ^ � � � > ; L aieo'-s' �• sieo'-s° y. 348 e�so'-s• �• 346 siso'-s' •:• 34B e�so'-s' M• 34B s�so'-s• �.. 346 I,6�190'-6' Q. TO MAIN LVL � TO MAI'a LVL N np �TO MAIN LVI. np TO MAIN L41. np TO MAIN LVL. � TO MAIN LVL np T0� o i CA � `i � 43 � � � C �y_27 W-28 W-28 W-28 W 28 W-28 O }� `i 543 WA '�' 544 WA N 545 WA �+ 546 WA N 547 WA N 548 WA 'i W-29 C � 3� � 7'-11��4° � 7'-11 �/4� � 7'-11� 4" � 7'-1 � � 1� ^ 549 WA ' - 4'-5 4 � /4 7'-11 4' _ ° u 14'-2" u 14'-2� u 14'-2" n 14'-2" n 14' 2" u 14'-2" u 2'-���4 = 10" 7HiCK s 10" THICK = 10" THICK z td' TH]CK = 10" HICK = 10" THICK = 14'-2" O _ a a a a a a a 10'� THICK � � . lYP 'I B TYP �6 TYP �6 ,)6 ' _ � � � � � � � � � � 8176'-0' 8176'-0" 8176'-0' 8176�-0' 8176'-0' 8176'-0' 8176'-0' � TO GIP T0.Cif �TO.C.iP TO CIP TO CIP TO CIP TO C.IP � 2'-4'2'-1�' 2'-2� 3 6' 2'-2�' I P L=7'-it�' I /Oy� Q P-213 N S.. �S-6 -212 F S + � Q S-6/P-210 N S 9�� B� ii �S-6/P-210 FS.���• 2�'4� ��-�� Q P-201 FS��-� ��•4�'����• �-�� �P-213 NS.��-3�� ��� PL=4'-5�' �.P-213 NS��-OE 2�_��• p�_��• 1�-�g P L=2'-1�• m NW TOWER P���'-"�' NW TOWER � o n (EAS� ELEV. n �JW TOWER (NE) ELEV. �� NW TOWER (NORTH) ELEV'. n NW TOWER (N111� ELEV. 5 NW TOWER (WEST} ELEV. 6 NW TOWER (SE) ELEV. 7 (SOUTH) ELEV. ;, �—{'` . u _ i u . n _ � u � � . n _ � n . u _ t n . u _ � n . u _ � u ° o SCALE: 3/16" = 1'-0" aCALE. 3/16 - 1 -0 SCALE. 3/1 fi - 1 -0 SCALE. 3/16 - 1 -0 SCALE. 3/16 - 1 -0 SCALE. 3/16 - 1 -0 SCALE. 3/16 - 1 -0 � y � � Z � 3 4 5 6 7 8 �- 4�_3• �2•_6. �2.-s. �B�_3• ��_0. 2•-3• iTT o 8 GRID A WEST ELEVATION 8•_,• pl.=31•-„• o a � 11 � 1 It 5' P L=29'-6' Z-� � o SCALE. 3/16 - 1 -0 Q,COLUMN 3' 24'-9' 4'-3' 2�-3� 4'-0� 4'-0' 4'-0' 4�-0' 4'-6� 4'-6 3' a �5-38 4'-0' 5'-0" 127 123 5-38 a a a a a � 8230'-6' TYP U N 0 8230'-6' �n a n a � T 0 TOP LVL. 'I Z'} ___ _-_ _ _ _______ _ ____ - - ;,, T 0 TOP LVL. ————————————— ———— — —— ———-—— W-14 -------- AW-15 0 582 Wt ° �o�i 563 WI •� � a � 25'-3" e� Tn �iv 3t�_��� o a 3 4 5 ° 9'-t1 ya ^ " Ro= s•-11 y," � " � O �Z•_6• O �2•_s• O �Y_�3• 10" THICK o � 4�-3� � b �� � 2'-6' o, 6" THIC( a +2'-� � • sa — +6'-9' i n � 8'-0' PL-17'-2� 8220'-6' i�+ 8220'-6'� � T0.41H LVL ---- — ---- — --- — -- -- - — --- � TO 41H l.Vl� iD' (4)SP �4'-0'=16�-0� 4� �.S-3B _____ ______ _____ _ __ __ _ -__ ---- PLANAR OFfSETS FROM GRID A 3�r �"JT P L-17-5�' �'JT 10� �'J P L-18�-7�' AW-14 R _ R o _ � � UV-1 3' 2'-0' �.. � TO N S FACE OF PRECAST 1 ° 525,_3' 3'-1' -0' 3'-4" R 0 =6'-6' '6� 3'-0' 3'-10' � �i9,_6 C �, -X'-X'=WFSTNARD OfFSET 8' 5'-6' S�-2Z� 5'-6' 7' ��-0' 7'_p• 2'-6�' 7'_�• 1'-0" o +l(�-X�=EASTWARD OFFSET 9'-11�/4" '�,° �25 9-71�/4" ° �O 10" THICK � E THICK R0= _ � 125 +2'- ' � 1+s'-a' 2�'6� 4�-6� � � GQ 8210'-6' 8210�-6' 8210'-6' 8210�-6' T 0 3RD LVL T 0 3RD LVL. T 0 3RD LVL � ---- -- --- ---- --- �- T03RDLVL� � � — —— ———— ——- � � ----- — -- ---- ---- ———— . ————— —————— ————— — —— ———— ——-— � ��- 8209'-6' AW-13 AW-12 .,h, o� �W-50 TO WALL 586 W6 587 Wf � � ° +2-9� R 0_ �N �90,-2"C � 0 25'-3° 29'-6"n '" � �J i ��._Z� 10'-5� 9�-11 / 9 2�-6� " F; THICK 'n 10" THICK 6" THICI a 1�-6� � � -��-3' a Q +2'-9' +s�_9. 8200'-6' 82___ 00'-6'�, 8200'-6' � 8200'-6'�, � T 0 2ND LVL " o ' T 0 2N�D LN.. T 0 2ND LN.. T 0 2ND LVL`r � .'�a -= W-49 � R 0= � ?„r SE-4 --— ———_ :a� , � 589 WC 'i 3'-0' R = i° AW-25 .^. . 117 ,W-11 � i m 17'-5�/2� 21 SIM ° 3� 6� ��-0�`� i ^� `O ° 8'-0�4 o c, ao BEYOND 53 g� � � � u 591 WC i 5� WC 6" THICK v, -P-s� o,\ / � 18'-7�4 « i� r 14-1'/� -°i a 19 SIM i � 4._3.� R0= 9._�� �4 ��8 i 9�-����4 = � 'Z�'3� 'h n O1 2�-6� � 6" THICK i� _ �' S'THICK 8192'-5' o a a 6192'-5' a � T 0 SKI o � 2Q �,IM -�-3� T 0 SKI F6-9• 20 LOCNER AREA � 8190'-6' LOCKER AREA N - 2� T 0 MA� Bl� r�i PivLC iz w°e�\uo\e n�\vnw\ o � _ � T 0 MAIN LVL aor arz,os/�o�x 1 ROI lluF. 10.7119 (.16A '� :ar SE-6 ;rt v#x .ar.o.o -0'-3' 60 SHEET TITLE - W-30 W-30A �Og W-31 H�_31A 99 NW TOWER, GRID A � � 552 A � N PUWAR OFFSETS FROM GRID A W 32 & GRID B ELEVATIONS 7n 550 WA 5 WA 553 WA � � "' e•�5 e � • 3 3 W6 IN PI STER ^ � TO NS FACE OF PRECAST 554 WA � q\ZL�D3��^°��q&��n�fF�s� :n n 8�-$ �e� a�-8 �8� Q 9'-95 g" �n ^ �t�+'"�, Q x a 16'-1" 11'-1' 9'-95/g" X 14'-2' � �„ ii +X'-X'=EASTWARDOFFSET �3�-g� 14'-r n �,��„,4a�� `y��°,��,�,'°g�;���; PROJECTDTR ST _ a 10" THI K 14�-Z• � 70" H1CK ��` _ 1d' TH1CK 0"TH[CK 10" THICK � �v x � w, "`';��c��0at�as�,�"�'�,"°'r,;�, -2'-3� -Y-3' ERECTOR _�•_3• ,� a .n,P m,�`"y ,�!ga�,�*�,�',a USE 5000 P GROUT +6 9' ' a Y,;r �����qr7, ��`�A �a�,A COORDINATOR UNDER PILAS R 4��^�"'�c`'''±"� y�+"`��"`��.�� PRioR ro sE Nc � 15 � �� ����� ��,�y,,� DtuwN eY Pdw 8176'-0' � PANELS ABO 8176�-0' 6176'-0' 8176'-0' w s��� '�' � o�,5�:� TO CIP � � �s TO C.IP TO CIP ' � ��4""� " DATE 2/17 z z r' TO CIP �.��� o ��;� CHECKED BY �,°a, 6�' 1'-10�" r°o, '- � y'.'• a�3�O� Q'0, �ay a R.S-6 1'-5 3'-4� 3�-4� 2-T�' 3'-1� 1�-1�� 9�' (4)SP 0 aa 4'-3� �5-6 ��-0' 2'�' 2�-1�� 2�-10' 2'-10' 2�-0 �%i�y,' �a�mp � oog�'x` "*y ' c.m �-7 -8 1�- 2'-2�' 1�-9'=7�-0' 2�-0' �S-6 c� .;'n t�il��;" s a �P-213 N S �-0�� e•-s•�'-0�' �'-0�'6•_�• �._��. PL=25'-3• ���, r � � r SHEET " 6'-10' 11�" 7'_�p• ��-0' �P-210 FS 1'-9' 10'-11' 1'-0' ���'` u dtl{ �9'^ ``+ D ,• P.�-8�-e� Pl.-B�-ed' �.P-213 NS GRID A&B WEST ELEVATION ''�'�3 E2-03 ' JT �'JT P�-9'-9�' PL-9'-9�' g �P-213 NS 1-6' it'-2' 1'-0' R ED JOB U JOB NUMBER - �•�T SCALE: 3/16" = 1'-0" P�=t3•-8• o��o PRE1110US COPIES . ,3,-5• ,• JUN 11 2004 404045 � A � B C � 2�-3� ��-�" ��-0' � z � P L=!8'-B' 1D'-7' � �P-112 2-9 5'-2}' '-4{' 3'-41 4�-7� S�-1' J�-fl�'1'-4�' I v� o z �5 13 N 5 � 9'3� �9�-5 � � � � I o p W w W �S-18 FS 23'-6' 3'-0' 7-2� I o p ° 3-6' 9-4 8'-2 7'-7 U � � � �P-2U1 FS � �� � � 3 4 � > m � °m �P-201 NS 4� 5� Y-9� �'�� 8�'�� 8�-5� 3' 12'-6' 6'-7' ' � >>s 53 �:o I r P�.=a•-��� �,� P�=B�-�� r J r-o• W ' � � �8200'-6� �� 8200'-6' JT3, T�0 2NDLVL - — _ -- -- -- -- _ - ---� A 4 U � � W � �� � T 0 2N0 LVL Z�-2 Z __-�t-_ ' 139 �P-112/P-201 F S 6'-5' � 8'-3" � U w � � 4,= - - ------------------ '-0�' 6._8. tti� ��� 6�_g• 1'-0' �ii .. ' " ------------------- <o � , ^ �P-213NS .I �J O � U m I '<i 5-0' 4'-0' 4'-0' 4'-0' 1'-3' ' -19 F S SE-3 F SE-3 F S SE-3 F S. ° 57 -- (n �81�92'�-5' ; 1 « t., �8192-�5'I� T�0 SKILOCKERAREAr.^- T� -`�_ -=_" �,�-'�-___- '�-�_--_'�' ----- - 7-4�� 58 � 1�J . TO SKILOCKER R �,�8190'-6' -� ' 8190'-6' � � � � 819�0'-6�'� � `rT0 MAIN LVL. r � - -- _�_ � T0.MAIN l� 9rJ ---{}------ ----� - y— ---- � i� TO N1AIN LVL1' � ------------ ---- M ASP-1 '; 8189'-6' � __ � 8189'-6' N ��$ 5� 52 555 y3 50 51 54 119 •- TO COL 76 CD-43 T0.COLUMN� � � I Z8�-b" � I I � V 10'-f ' I 10" THCK i I � � W-33 W-33A � �^ � ' S56 WH 5 7 WH �� - I I � N 1 = C l $�-�3I4" $-7 3�4" N 'r� a 16'-1" 6'-1" �� NOTE.5000 PSI GROUT � ; 8" THICK 8' THICK � PRIOR TO SETIING ' � � SIM � L + PANELS ABOVE ' I ; ( li I; ' ( typ ��' i ii � i i � �; !� ; ,� 3 _ �8176•-0•y.L} 1 t 1 1 1' y f/� ,_ T Q (i`�P�' � _ � Z Z p O ad _ � � E„� � 1 GRID 4.5 SOUTH ELEVATIOIV GRID B.6 EAST ELEVEVATION I I o � SCALE: 3/1 fi" = 1'-0" 2 SCALE: 3/16" = 1'-0" � � W a 0 z 0 � � 3 4 5 54 6 7 � 8�-5�� 12'-6' 12'-6' 6'-3' 12'-0' 7'-0" 2'-3' v� P L=30'-1' � I o 10'-B�' 7-6�' I � 9'-8" 21'-0'� � 3• 124 8230' 6' __ _�_ _ _ 5E-23 __ _ �23 TYP U N 0 __ ;., 823D'-6' , �TO tOP LVL ----- - -- � - - -- - se' TO TOP LVL� a a a a a � I �� �� � �� � � ____= I i W-35A ' AW-17 25 � 592 WC i o 4�-13I4 � I I 593 WC � � 'o� o 19'-11 �/4' 9'-71 /a' 6" THICK �0� ( I ( fi�THICK �� 926 I I a ��� � � �� ii ii �� � ��-6• =' -- - - -- � _ 5E-23 - —�-�� - �- - - - �� 1 - -i i 8220'-6'� TO 41H LYL �� _____ I I TO 47H LVL �� x PL= * ( a SE_ � � � � � 5-0�' Jf 8• �p•_Y =_______ 2 � I I w-�s I 23 3• 2-0 � � �P-201 F S ��-�3�-��._p. 594 WC o� ° I I I s'-t 1�/d' sin+ I 24 I �� ° �P-213 NS 1'-0��-0' �-0}� ' 1�0 � fi BTHICK 92B � o- � S2 � ii � I ii I ii � � ii � � � � . � •'� 819Y-5� 8210'-6' "'� � i� 5E-23 _ �� _ i i -- — �� - - �i 8210•_6• TO>NI LOCKER AREA� $TO 3RD LVI. __J_ TO 3RD LVL� �� O �_8190._6�.,�� _q� I ' � i i i i � ------ •i iv ' T0.MAI� --I-- t 47 I I I I � Qp "' W-35 ' __' AW-16 23 (t,S __� 33A 559 WC RE. E2-08 ( I � SIM I I � o / J 76 4'-1'�/4" I FOIt STAIR�2 595 WC •o� o � � ,6" THI K4 100 ELEVAlIONS I RO =6'-10' 3'-5' 9-�� �4 24 �@ Q I i � 28'-1t 928 � � _ ' W-34 ' :x 6" THICK 1�-B' TYP °' 6� 9 � ii n i ii i 556 WH . � A8��2_00'-6' � --�-- SE-1 T - �� �� i� i i 8200'-6' 5�-O 1/4� :i n � 2ND LVL � -- -- � � 13'-5 7/s" � _ �� -----__= I � -- - - --— - T 0.2NU LVL. I � ,� „ 8" THICK °' � SE- 50 47 � � , ' � �� �� z =____ � � Aw-Z 115 °' � �� �I � rn� siM � � ssi wo i i o 0 I 2s-o° �� ° � �� I� 20 �o'-s' 1 o'-e" I x ans'-a'� a Z ,r, TO CIP �� ;� � • iii iii�i' 1'n'^iimlCKiiiii iii �i'iii iiiii�}i}i � °o � �6 M 8190�-6� i ii I �u u iii iii ii ii� ii ii in ni i i ini i o. � — - - -- -- 5E-13 _ _ �� �� _ �, �.�.�� I 8190'-6',� T 0 MAIN LVL :» I T 0 MAIN LYLQ ra wM r�w,om�rau�ti v��vw,� �,�.�,n�' � I � _�. ��,��.,�� �-�_'-- � � 1 28 � � ,e,.e � I I 79 I SHEET TITLE. � N W-36 I - FAR GRIDS 4 5, B 6, C ^ 560 WA I I 59 i I I I ;o & STA1R �2 ELEVATIONS u 4�-�3I4" T� �i c e`t3i::@��3'�3�,f• 14'-2" � fAR i I I 1 :� �;�;�+ .� ,n�"�iei PROJECT DTR ST ` a 10" TH1CK 16 I RO =8'-7' 3' RO =20'-3' 3'-8' ',��``'R,,`�,q�i�'�C�.� �`:Z;�'¢�y"ivf,� ( ;y'^,�"�"��.�,y�;yo�„amg�:n:b���`�''+°m COORDINATOR WS �`J �� � -8 - .� SIM qj;'R,,;'`°',a*�`��G*vY s• L�r�'�^�'�..''a°„a"s. � i� i i � I, 1 I :;"��"�S s'�.� `Y�,�,��;��?� DRAWN BY PJW �� 8176'-0' � 8�176�'_0•r�". a� �,s,�.r.,,r., R 5E'yd��`: DATE 2 17 T� 0 C�P -- 'i �� � � T 0 C.I P�^c�� �ip'+.x`''LJ� �� �= / '°*^""�m ��x`"' CHECKED 8Y I 1 I I ;m,�.-,a=r.� gk�. 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SHEET 4'-1�' 4�-3' I R 0 =1 0'-9' P L=2 0' Yi�f�P ~ �.c '• +, E2 04 �.d F, _ 3 GRID 4 SOUTH ELEVATION 4 GRID C & S'i'AIR #2 ELEVATION �� �� 2'-3• Ro =s'-,o' p�=28�_„• � `t°'"r�..,�° . aIOB U E JOB NUMBER SCALE: 3/16" = 1'-0" SCALE: 3/1 fi" = 1'-0" Y2 0 404005 , � � � t � 2 26 3 4 5 54 6 j 12'-0" 12�-0' 6'-3' 12�-6" 12'-6' 6'-3' 12'-0' 3' � J I 11'-9' � P L= 3'-9� R 0 =6�-0' P L=30'-3' � o I I I S'� I I I I ( I � � T 0 70P LVI. 7YP U N 0. _g_p6 .. -- -- -- -- -- - - -- -- T 0 TO�P LVLA� , 8230'-6' S'31 ="_- �� �� �� �� �� �� �� �� ���� ��- -- : __= 5-31 6230 � ERECTOR � W_19 GRWIED END OF � Z � I I 25 I NBE THIS SIDE I 25 W-27 � � 123 ' - 596 WC 597 WC I � o � � W i�.i I 23'_9„ I I I 30�-3" I I I n 9'-11 � t = o � � � � 926 st�+ �� �tCK s'-t t /a a � � ��i i � ii I i� � �i 6" THICK ��� � ;; SIM 9ZBii I � � J O w O 1 �i �� �� ii ii ii > m � m T 0 4iH IVL. �� �� � 5E-30 �� T 0 47H_L_VL��,� - -- - - - -- -- -- -- 8220��8•- - - �� 8220'-� � I � �� � �� �� �� � � �� �,� �! � � � , OH TYP �� 1�� � ,� ��� � Z � ' � �'j �i o AW-19 47 47 AW-27 � c�� � � � ��� r ' ] W � I 598 WC I 5-3' 7'-3' S99 WC ( I I � � 0 3 w o z � z 23'-9" 23 30'-3" ° rn J O o U � 926 siM s�-t t�/a � � / � s�-���/a � � siM 926 � _ 1'-6' � � THICK � 24 i� i� G" THICK �i ii �i � T� 0 3R�LVl_ __ " __ �� __ �' _ _ 5E-30 - -- -- -- -- �� TO 3R0 L� � ^ 8210'-6' 8210'-6' � � AW-18 �� �� �� � � 5'-0'5E-19 �2)SE-3 4�-��=8�-0� 3'N S SF 518 AW-20 ,' 1 � � 0 600 WE '4'-0' NS FS. 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C 1�����4Q0��G7G�4��(�N/Q�D�M C LG��4�4QOG��b�G�4C;i C��[�MQ4��1� 4 C�G�1�4�4�10����M4b C�d�N/Q't7�C�Mn EAST STA[R CORE SCnIE {�'=t'-0' scuE {�'=1-D' �p� ELEVATIONS �'=r-o• scn�.�•=r-o- DRAWN BY AKA _ �'y �;f,��'�rd�;.� G H DATE 2/04 a, < � 4 „'� ��or.�,P'. w " 'kr?. s .,#„Caz..:°fr 3 ;�'' q�°:�.c t `"°�`' ,f��u�,4� � PROJECT MGR M `%+��o'�'F���fC" ���j�(�i��w5e'TRyrY��"'y^ \ ` ��e ,,,,'.;,� y ,a����a.� _ PROJECT COORO WS g � �p ,�� ��,"„'�" � ��,"����';.a � CHECKED BY ° ;�� Eo��^�i� ���.`�; q � '°�,F��� ���- DATE � � ��r':" � �'���;:�a <° �1v`CJ 9�,a"�,?�w ge p^��F}qi,t� � � 1"' = NOTE r.�r�, ,.,-,,,4 ��., � EZ�O7 ° ;.,� � ,._ vd �,.y� SHEET 5 ERECTOR � USE 45 SHIM STOCK, 2 PER WALL C's FLOORS TYP U N 0 .IOB USE �"^i1�.i_�y�-z�K '�°� b� o - MAY 24 2004 �� 5 JOB NUMBER W ' USE 41 SH[M STOCK, 2 PER WALL C� FOUNDATION TYP UN 0 KEYPLAN 'Q' 404005 $ J Q Z O Q 3 4 W z 19'-0' W 4 3 a 4'-3" 12�-6° 2'-3� c� 19._�. C 8' �' P W =17'-6�' �' 8" C a U O Z � �5-44 7'-6 4'-4 5'-7 2,_6• $,_2, W 8�-2" 2'-6" � � y� Z 2�-3� 12'-6' 4'-3" 9 c? 8' P W =17•_s• . 8• 3'-6" °p o � o � d � � 4'-0' P W = 10'-8� �CD-49 F S 10� 1'-4'1�-6�" 11'-4" i'-4� 1'-0�" P W =10'-8' �CD-49 F S 1�-0' 1'-4" 10'-0 7'-4' 1'-6�°1�-4° 10' I � U � O W � �' � �'-a'�4)SP@2'-o'=8'-0"�'-4' �(5)5-42 0 � m �, � � � ��5)5-42 1'-4'�4)SP�2'-0�=8'-0'1'-4' f= > m � �DETAIL-104 �•_ ' �DETAII-104 Z�-6� 4'-0' 4�-2� ��Z�S-4� I 1'-3" 3'-0"1'-0�3'-0�1'-0'3'-0' 0 3'-0" 1'-3�" 1�-3" 3'-0"1�-0'3'-0'1'-0�3'-0'1'-0'3'-0� 1�-3�' � C��9)5-41 6" (8)SP�2'-0'=16'-(1' 1'-0' ��2)5-41 _ . 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FOR SECTIONS °9 50 8C 5�1 �o'-e• '�'�'� C GMC��4�4��G��C�d[�MQ400O M USE ANGLE i s 2�X4'X4"X3'-0" � ���4QBG���QG��G��d �� � scuE} .�-o• scnte.}=t-o' � � C� � � � � r-s� 8•-2• � 2�-6• B�_2• � °Q 2�-6' e�_Z• 9�� SLAB L=9'-1' 9 9�� SLAB L=9'-t' 9� 1 � " �p ° 9P� SLAB L=9'-1� 9� ,� c a1"2'_5• p'-q' p'_5'11 rn � � � � � i � � � E CD-51 k CD-50 a �_5 1��2'-5' 2'-4" 2'-5'1�� �CD-51 dt CD-50 � 1'2'_5^ y'_¢• p'_5"11 O ' � � szs Fst V � �.CD-51 k CD-50 � �t- a� TMK � � �j N � � LANDING SLAB FFL � 3y5 �i 3ZFj �� , IANDING SLAB FfL 33 �� � LANDING SLAB FFL � 9 N 0 8184'-6}' o �'TMK g'TF+K RE ELEVA710N o e TH�. 8225'-2�" ' °° � co co � aD oO � c� co rn, � � .� . 49 49 � ^ 49 49 � � ^ � 49 49 � � � �' "'y.r � O � m a d' � CD �P CD rn, a� j� m a d' �yp CD �P CD � 'v� 'j # .r d' � CD CD � 'a� M 4 ,.� � 51 50 � =�, a S� � 51 50 M ,'-^v a m � 51 50 � =+� � N � II tn II N II ^ n � � 3 �, � 3 �, � 3 v- o � o � o � � o I � '� ^ �n n in I �P a � ' n � � � SHEET TITLE � i • °° �i �° n �i : � ' � � �� � � � � � '� � ° WEST ELEVATIONS p N " � � `y `J � 01 (p � p� I OI � � N � � � �,qr W ' L ° co ^ ° co ' ° ,sq�z�4tk{Sk#l;;dP/ a DRAWN BY AKA � ,;,< "P so �7 r''P so r..� =�„ at�a',. r��ra�+g����'}'r DATE 3/04 °- � <c d' CD '+� tn `* CD • "4° 'a CD • °�:� .i"�� u�.�Se G°tr,v�st L � :,� ,Si.s „y,r � c``x,• � �� p i+� i .� � 51 � � � I 1 .� 51 � � � � �o � 51 � rxo ^ a°`' '4��..,�q3G5sq�p��s!�.�"� (/� n in �- � v� =- :.. �i';°�3b-`�` � 4 "' z o � as ae rn '� '�° 4 " o J T� ae as rn � '3''' 4 � o as as � ��;x"��c���. �.�,�� �a.�:}w! PRWECT MGR / I D CD J t�„a�,a'a�p�e fn N m � i' � � � �`t'�,„'?��'>" n E;„a�i�*%;� PROJECT COORD WS ` ' N e �`"`"``�' �t9 0 '� a' co co FS-7 FS-7 FS-7 � C .'Pw � �, ais �i L aza Fsi az� �si 3ai vsi `� aO I FS-7A °O u� ��a"�o:�� g- . ; CHECKED BY � T 0 1ST L�L.f FL T 0 1`�T,2ND.3RD.4iH LVL F Fl, T 0 5TH UL F Fl.. � 335 F51 ;�w�p e�`� '� � e- n+K - g Tr+K �TxK a'niK 6230'6' a.�..,�� DATE 8190'-6� RE EIEVATION STNR W STAIR W� y;�� �`'~ � c ' _ 8, STAIR W STAIR W B, 8� 8� � ;.-�3p a a,� �� p �4_5� _ 4_5� ST�R 5 ST 4R 5 8' =q'-5� =4�-5� 8� ,�°� Q �r�a ti° / c �� 4� �� �• 4• �• 1'-4' �R0=3=6 '• .'n°+�P:By%mo6�l�/.1�, ,�� SHEET E4�OL � 10'-8' t'-4" R 0=3'-6 •� u� � � 10'-8' 10'-8' 7i�[1 ! po - � ��'��4��e�(��4���(� JOB NUMBER � scuE.�°�'-o' CL e a��B U E C ��Y��A����A1�,���.�'r�9��, C Mn%C��S��4QOG`3��it'b dC��� MAY 24 2004 � ��s,�_� ��.}•e,�_o• 404005 � - -- __ - - - --.... _ � -- _�r . � ��- _ _ -- -- _ - - � � - � RESORT DESIGN _ ��„"" "�.".�"°,� �EN ERAL� NO�T S °�°°�°°�� � - ��_ �, � .�_< �. - . .;: ,� �. � �. _- ,4 - �" �'"��`�"�,.�' �'°'�"'��` � -� . z � � I/2" ISOLP�TIDN � o - -�� � � � PREGP�ST GORE l^1�LLL JOINT ° a ° < BENT `,a, • �' 1 LIVE LOADS USED IN DESIGN E NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DEfAILED OR : AUTHORIZED BY THE STRUCTURAL ENGINEER LAP SPLICES, W-ERE PERMITTED, SHALL RE PLP.N , a STEEL �f'_ , ' o - A ROOF (SLOPE LESS THAN AND EQUAL 3'12� 100 PSF BE A M IN IMUN OF 48 BAR D IAMETERS FOR #6 BARS AND S�LLER AND SHAL� BE A SLAB ON GRADE , � -',8�`, � A S S �C I A T E S M IN IMUM OF 80 BAR D IArAETERS FOR #7 a,ND p8 RE iNFORCEMEr7 uNLESS O7HERwiSE � WIT+i W.L�I F. OR GHANNE y B ROOF SLOPE LARGER THAN 3,12� 80 PSF NOTED, MAKE ALL BARS CONTINUW$ ARWND CORNERS, � RE= PLAN a BY 4'-O�� •Q'� ° � a a a T?.LL P.T a a F, PLACE TWO �5 (PER 8" THICKNESS� WITH 2�-0� PROJECTIONARWND ALL OPENINGS IN RE. PLAN a DRIVEWAY , � �- C. TYPICAL FLOOR IN ROOMS 40 P5F � a CONCRETE WALLS, SLABS, AND BEAMS ALSO PROVIDE TWO �SX 4'-0" DIAGONALLY AT FAGE OP PG � D CORR IDORS 100 PSF EACH CORNER °° a -dt-x--x-x-x � a < ° GOLUMN / 100 PSF G CONT INUOUS TOP AND BOTTOM BARS IN WALLS AND BEAI�AS SHALL BE SPL ICED AS °Q°Oa=°°0°oo e°°0°Oo=°°0 sOa� �� ° a ° RE i'.RGH RE: P�aN E DECKS FOLLOYYS: TOP BARS AT M IDSPAN. BOTTOM BARS OVER SUPPORTS� e �a ��,O,�O°Do°eO,�OOo°o�� Oo-s0�Oo < �� F. ►,�a iN LEVEL FLOOR 100 PSF a I1=i I�II�` ANGHOR BOLTS P.ND ea , � PREGP.ST GOLUMN 6, PRESTRESSED/PRECAST III-II < G wiND �LE�/ATOR 11=11� #q REBAR P.L50 REQUIREC' GONNEGTIONS BY a RE PLAN �,���"'B ITECTU R�� 1 BASIC WIND SPEED 80 �APH A STRUCTURAL PRESTRESSED/PRECAST SUPPLIER SHALL BE A PCI CERTIFIED PLANT SHAFT a ���� BELOY�I DOOR OPENINC� PREGfaSTER � i°REC�45T COLUMN pA �Bp� A1�r 2 EXPOSURE B COPY OF CERT 1 F ICAT ION SHALL BE PROV IDED � o ° PII-rll�II I V�I tl�l.J/ B. STRUCTURAL PRESTRESSEO (PRECAST) CONCRETE SHALL BE MACE WITH STONE PL,4N VIEUJ ZONE 1 II TH HIGHER z I�1T�RI�R DESIG�1 H. EARTHQUAKE AGGRECATE AND SHALL OEVELOP 5000 PSI COMPRESSIVE STRE C ( ° STRENGTHS MAY BE REQUIRED) � � ° a I LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. � ' - C ALL FABR ICAT ION AND ERECT ION TOLERANCES, CLEAN ING AND GENERAL PRODUCT #�I AT 8�� X �� RE PLAN Z TEST ING, INSPECT IONS AND OBSERVAT IONS' QI,JAL ITY INCLUD ING MATER IALS AND M IXES SHALL BE IN ACCORDANCE W ITH AC I 318 WALL TO FOOTING A, CONTRACTOR $HALL PROV IDE COORO INAT ION FOR SPEC IAL INSPECT IONS OF THE LATEST ED IT ION , AC I 362-94, PC I NNL-120-92, PC I M0�-118-85 AN� PC 1 DES IGN AMNUAL � � GONNEGTION BY NMB SPLIGE SLEEVE a CONSTRUCTION (PAip FOR BY ONNER) AS WTLINED IN THE PROJECT �LATEST EDITION�, PREGp.STER BY PREGASTER ° � San �rarocisco �ffice .�� ° a SPECIFICATIONS AND LISTEO BELOW IN CONFORMANCE WITH THE PROVISIONS OF CHAPTER 17 OF THE UNIFORM BUILDING CODE. SPECIAI. INSPECTION SHALL BE D, PRETENSIONED STEEL SHALL NOT BE RELEASED UNTIL THE COIICRETE HAS REACHED �" NON-SHRINK GROUT PROV IDED BY A QUAL I F I ED SPEC IAL INSPECT ING AGENCY AS APPROVED BY THE LOCAL 3500 PS I (M IN IIu�JM� °j BY PREGI'.STER � � 388 Market Street� SUIt@ BU I LD ING OFF IC IAL E DETA I LS OF A�L PRECAST MEMBERS AND CONNECT IONS SHALL 8E SUBM ITTED TO THE a � � a San Francisco, CA 94111 Y THE SPEC IAL INSPECTOR; ENG INEER FOR REV IEW AND MEwBERS SHALL NOT BE FABR ICAT:D PR IOR TO REV IEW, o II-� a � 2" NON-SHRINK C�ROUT T@I: 415.392.4433 B, THE FOLLOWING WORK SHALL BE INSPECTED B ALTERNATE DESIGN$ OR DETAILS NAY BE SUBSTITUTED BUT UiEO ONLY AFTER III- ISOLaTION POUR a � BY PREGikSTER 7. SO�L PREPARATION ENGINEERS NRITTEN REVIEW. ALONG WITH SHOP DRAWINGS, D:SIGN CALCULATIONS II-II1_- - F1X• 415.392.4454 OF ALL PRECAST h1EMBERS AND CONNECT IONS BEAR ING THE ST4bP OF A REC ISTERED II I=I II- (XXX�-XX�J �/2" ISOLATION Q o SL.�B ON GRADE • a EARTHVYORK EXCAVATION� FILLING AND COIyPACTION BELOW FOOTING$ PROFESSIONAL ENGINEER SHALL BE SUBMITTED INDIVIDUAL �IECE DRAWINGS ARE a Qa ° JOINT ° a a RE PL.4N NOT REQUIRED UN�ESS SPECIFICALLY REQUESTED, �°" � < a AND SLAB ON GRApE .r� a a o , a e g Boulder O�ice 2. CONCRETE F, ARCH ITECTURAL PRECAST CONCRETE SHALL BE 4000 PS I STOPE AGGREGATE, M IM INUM �""""�� p o Q ° a < < a a ' °a �^ a ° ° , 1434 Spruce Street, Suite 110 AREA OF REINFORCE�AENTS SHALL BE 0,003 BD. PROVIDE ANCiORAGE BETWEEN , , a a , Q, THE TAK ING OF TEST SPEC IMENS TO DETERM INE CObPRE55I VE CONCRETE M IXES IN A MEbBER PER PC I, a � a a a mn o Q �XX'C�-XX°) „ o a x-�° x o STRENGTH ° a � v ° o x��x ' e ° Boulder, C� $03�2 b PLACEAAENT OF RE INFORCEMENT SPEC IAL INSPECT ION NEED NOT BE G PRECAST CONCRETE SHALL BE HANDLED AND ERECTED IN A MAVNER THAT W I LL NOT Z � d a a o a �°O e Oo o�°O o�<° aa � ° ° ^ a °O e O°� °O e O°� °o T@I: 303.�L9.4433 a � ' < n a e ° +�° (���, Qo0 Q���O,�, C O N T I N U O U S, B U T A�J S T B E D O N E O N C E P L A C E I A E N T I S C O MP L ETED AND II�APA IR THE STRENGTH OF THE ME�ABERS ANO ADEQUATE TEbPO�ARY BRAC ING SHALL o a a a a a Q a a ,O,�OOo�eD�Y(� �°O � a ��a1 ^�^ " F1X• 303.�9.3366 PRIOR TO CLOSINC THE FORMS, ITEMS TO BE CHECKED INCLUDE BAR BE PROVIDE D UN T i� A LL R E L A T E D P I E L D C O N N E C T I O N S H A V E B E E N F U L L Y C O b P L E T E D Q a a Q a a ,a _ _ ' S IZE, GRADE, QUANT IT I ES, SPAC ING, LAP SPL ICE LOCAT IONS, EXCESS IVE PROV IDE L I FT ING DEV ICES THAT WI LL SUPPORT TWICE THE VE IGHT OF THE PRECAST 0. , , ° � ° !I II 1-ull I-I II a � a I I I-I I I-I I I= RUST, AND PROPER CaNCRETE COVERAGE. MEIVSERS AND ARE NOT TO BE LEFT EXPOSED, ALL CONNECTIUIS REW IRING DRY °° ° a ° a a a ° , PACKING TO BE COA�PLETED PRIOR TO APPLYING ANY SUPERI6POSED LOAD INCLUD WG °° ° �e e � d I c, EMBEDDED ANCHOR BOLTS AND STUDS. SPECIAL INSPECTION SHALL BE � a � 4 < � a d d a � °d � o a DONE ON A CONTINVOUS BASIS ITEMS TO BE CHECKED ARE PROPER ANCHOR BOLT POCKETS AND COLUbN BASE PLATES, �/ °� a ` a � � R� fl o � H IAMETERS EMBEDMENT LENGTHS, SPACING BETWEEN a 4' o J � Q ° a ° � � ed a a a � ANC OR D H THE WELDING OF CONNECTIONS FOR ALL PRECAST ELEMENTS 9�ALL BE IN � ' , a ANCHORS, EDGE D�STANCES AND CONCRETE CONSOLIOATION AROUND ACCORDANCE WITH Aw5 D1 ,1 OR AWS D1 4, ALL WELDERS SHILL HAVE EVIDENCE OF ' a ° d 40 �° Q � e � a °� � ° e a a Q ANCHORS I AT I S TEST. STEEL IEVEL ING PLATES SHALL a a a ° ° a , ° d d a , a ° Q info�ResortDesign.00171 PASS ING THE A1NS STANDARD QUAL IF C ON g ° ° o a � ° m , � BE PROVIDED AT 1�-6" MINIMUM fROM EACH END OF ALL WAL PANEL$ UNLESS a a , a , a a °d ° WWW.ResortDesign.CORI 3. STRUCTURAL 1NELOING OTHERWISE SHONN ON PLANS, LEVELING PLATES STACKED IN EXCESS OF 1" MUST BE a ' o < a o a d o, ALL YVELDING SHALL RECEIVE CONTINVOUS SPECIAL INSPECTION WELDED TOGETHER AND APPROVED BY THE ENCINEER. PLATES IN ADJACENT SLABS a a a o a a a o ° a a a EXCEPT THE FOLLOWING SHALL BE WELDED TOGETHER TO ELIMINATE DIFFERENTIAL CAh16ER PRECAST "" 1 ) wELDING DONE IN AN APPROVED FABRICATOR�S SHOP IN CONCRETE CONNECTIONS SHALL BE OF READILY WELDABLE STIEL ALTERNATE J1 fJj� fj �� ��-�-� � ACCORDANCE W�TH SECTION 1701 , CONNECTIONS AAAY BE SUBSTITUTED ONLY AFTER REVIEW 8Y 'HE ENGINEER, RE= PLi'.N b, THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT I, PRECASTER SHALL DESIGN PRECAST WALLS AT ALL EXTERIOR STAIRS TO TRANSFER REINPORGING TOP _ DURING WELDING OF THE FOLLOWING ITE�AS, PROVIDED THE MATERIALS, EARTH, WIND OR SEISMIC LOADS� wALLS MAY BE DESIGNED '0 SPAN HORIZONTALLY AT AND BOTTOM QUAL I F ICAT IONS OF WELD ING PROCEDURES AND WELDERS ARE THESE LOCAT IONS, PRECASTER SHALL PROV IDE A �A IN IMUN 0 TWO WALL/WALL REs PL�'.N RE: PLP.N OR SGHEDULE VER I F IED PR IOR TO THE START OF NARK; PER IOD IC INSPECT IONS ARE CONNECT IONS AT EACH VERT ICAL WA�L .IOINT �, �� � � f �� � MADE OF Wt�RK IN PROGRESS, AND A V ISUAL INSPECT ION OF ALL IM1ELDS FOR FOOTING p.ND IS MADE PR IOR TO COMPLET ION OR PR IOR TO SH IPMENT OP SHOP I REINFORGEMENT WELDING J DO NOT WELD FLOOR PANEL CONNECTIONS UNLESS SLAB HAS BEEN CAST AT 7. S INGLE PASS F ILLET WELDS NOT EXCEED ING 5/16" IN S IZE LEAST TWO WEEKS PR IOR TO ERECT ION, 3/4" = I'-O" REINFORGING Q,� FLOOR ANO ROOF DECK WEL�ING. K, WIRE STRANO USED IN PRESTRESSINC SHALL HAVE 270 KSI ULTIMATE STRENCTH AND �� ��9� ��,���, � � �� r R� PLf'•N 3.) wELDED STUDS VN-IEN USEO FOR STRUCTURAL D IAPHRACM OR CONFORM TO "SPEC I F ICAT IONS FOR UNCOATED SEVEN-W IRE lOw RELAXAT ION r� �^`°"�""`�' �� ���� ���� �� �� I �I\I � COM'OSITE SYSTE�15, STRANO FOR PRESTRESSED CONCRETE", AST1�A A416 OR ASTM �427 STRESS RELIE ED � ��""�� ��'�� �� '4�" � 4 ) wELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING � ` MEb6ERS SUCH AS STUDS I1ND JOISTS STRAND MAYBE SUBSTITUTED AS AN OPTION ONLY AFTER STRJCTURAL ENGINEER "& �„� REVIEW, 3/4° = I'-O�� , 5 WELOING OF STAIRS AND RAILING SYSTEMS �"� � ' s. THE WELDING OF REINFORCING STEEL LARGER THAN �5 e�a. DEFEiZRED SUBMITTP�L ITEMS SH�LL BE SUBMITTED TO THE TOWN OF ��IL �,� THE WELD ING OF SPEC IAL MOMENT RES IST ING STEEL FRAMES. 7. MASONRY FTEiz BE I NC RE�I EW�D BY THE STRUGTUR�L � � ' c, ITEMS TO BE CHECKED l+RE THE CERT I F ICAT IpN OF THE WELDERS, A, CONCRETE BLOCK UN ITS SHAIL CONFOR�A TO ASTM C90, CRADE N. BR ICK SHALL BU I LD I NG DEP�RTMENT FOiZ RE�I l E1�1 P� � � WELDING PROCEDURES, MATERIALS, VISUAL INSPECTION OF WELD SIZE, FULFILL AST�A C62, C216 OR C652 MORTAR SHALL BE ASTN C270 TYPE S OR M d � � � LENGTH, QUALITY, QUANTITY AND SPACING EN�INEEiz OF REGORD WITH P� NOTP�TION INDIGP.TINC� THEY HP��/E BE�N FOUND m B M�450NRY SHALL CONSIST QF CONCRETE BLOCK WITH A MINIMJIJ COMPRESSIVE � TO BE IN GENERP�L GONFOf�MP�NGE WITH THE DESIC�N OF THE BUILDINi�. THE 4 HIGH-STRENGTH BOLTING STRENGTH OF F�M OF 1500 PSI BASED ON GROSS AREA. IIIII � PREGAST FOUND.°•TION WALL (, ' t � a, NHILE THE WORK IS IN PROGRESS THE SPECIAL INSPECTOR SHALL � DE�ERRED SUBMITTP�L ITEMS MP�Y NOT BE INSTP.LLED UNTIL THEIR D�SIC�N l�ND I��I a ° R� PLAN � � t� a I DETERMINE REW IREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT, C, WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CEtiTER WITH 9 GAGE I-I I� � � ' � M IN IA�JM LADDER-TYPE RE INFORCEMENT MEET INC ASTAA A82 NASONRY WALL SUBM I TT�L DOGUM�NTS HP.�E BE EN A�PPROVED BY THE BU I L D I NC� 0�=I G I P�L. < � BOLTED PARTS, AND INSTALLATION AND TIGHTENINC IN SUCH STANDARDS REINFORCEIJENT HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUNO ° � ARE MET SUCH INSPECTIONS MAY BE PERFORMED ON A PERIODIC BASIS CORNERS �.�E�ERRED SUBMITTJS.L ITEMS: , IN ACCORDANCE WITH THE REqUIREMENTS OF SECTION 1701 6 THE � � � � SPEC IAL INSPECTOR SHALL OBSERVE THE CAL IBRAT ION PROCEDURES I. REGP�ST GONGRETE G?�LGUL�TI ONS P�ND SHOP DRl�l�ll NC�S. � NHEN SUCH PROCEDURES ARE REQUIRED BY THE PLANS OR D, UNLESS OTHERWISE NOTED, 6A�4SONRY WALLS SHALL ALSO BE REINFORCED WITH � � SPEC I F ICAT IONS AND SHALL �AON ITOR THE INSTALLAT ION OF 80LTS TO ONE /15 VERT ICAILY AT WALL ENDS, CORNERS, EACH S IDE OF DOOR OR WINDOW 2, I C�HT C��C�E METP�L FRP�M I NC-� d DETERMINE THAT ALL PLIES OF CONNECTED A�IATERIALS HAVE BEEN OPENINGS AND AT NOT OVER 2 FEET ON CENTER TYPICALLY REINFORCEMENT � � ORAVW TOGETHER AND THAT THE SELECTED PROCEDURE IS PROPERLY SHALL BE FULLY GROUTED IN PLACE. CROUT SHALL DEVEIOF 3000 PSI IN 28 DAYS AND � < � � � USED TO TIGHTEN ALL BOLTS MEET ASTM C476 � < O" a � 5 STRUCTURAL MASONRY E ALL CMU WALLS REQU IRE A M IN IMJM OF 2-�5 IN BOND BE/�M ABOVE ALL DOORS AND ��„r � � � WINDOWS, AT FLOOR AND ROOF LINES, AND TOP OF PARAPE7S UNLESS OTHERWISE � � I/2" 150LATION c, PREPARATION AND TAKING Of ANY REW IRED PRISM$ OR TEST NOTED, �� � � � r ,������ o a JOINT � - SPECIIdENS, PLAC ING OF ALL MASONRY UN ITS, PLACEMENT OF F REFER TO ARCH ITECTURAL DRAWINCS FOR CONSTRUCT ION JOINT LOCAT IONS, �`""�����"'°���,��" .a� ��� .w'� d o REINFORCEMENT, INSPECTION OF GROVT SPACE PRIOR TO CLOSING OF ���,���� � ���""' � � � � CLEANOUTS AND DUR ING ALL GROUT ING OPERAT IONS � WP•LL TO FOOTING 5" SLf�B ON GRP.DE G F ILL ALL VO�DS AND BLOCK CELLS SOL IDLY WITH ASTM C476 GROUT FOR A D ISTANCE GONNEGTION BY � Y�tITH W.Y�I F ON � - OF 24" BENEATH AND A M IN IA�JM OF 16�� EACH S IDE OF AL_ BEAM REACT IONS OR OTHER ° a 4�� GRAVEL Bp•SE � - C STRUCTURAL OBSERVAT IONS CONCENTRATEO LOADS UNLE$$ OTHERWISE NOTED. PREG.45TER 1, STRUCTURAL ENGINEER 6MY MAKE PER IOD�C 08SERVAT IONS OF THE H C�AU SHALI BE FULLY CROUTED BELOW GRADE. 2�� NON-SHRII�IK GROUT d _ � CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REW IRED a � INSPECTIONS BY THE GOVERNINC AVTHORITIES OR SERVE AS "SPECIAL I PROVIDE A THICKENEO CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS SEE BY PREGASTER � INSPECT IONS" AS MAY BE REQU IRED 8Y CHAPTER 17 OF THE UN I FORM qRCH ITECTURAL DRAWINGS FOR LOCAT ION AND EXTENT OF N4LL5 AND FOR %�-x-_��_% a � BUILOING CODE pPENINGS, ALL OF NHICH REQUIRE LINTElS, SEE LOOSE LINTEL SCHEDULE FOR °Oeoo<°°O000<°°Oaooe FRAMING OVER NON-BEARING OPENINGS IF NOT SHOYYN ON iTRUCTURAL DRAWINGS� 0•voo° y--�' 3. FOUNDAT IONS SEE MECHAN ICAL DRAWINGS FOR THOSE OPEN INGS YrH ICH REQU IRE L INTELS, Do°.D,OOo�.O,ODo°aO,OOo°e� I-IIL a ° ��e-�������^ n����-��r-�41-�s�- � p, tiwXltiuM SOIL DESICN PRESSURE (4'-0" nND WIDER FoaTINGS) 6000 PSF � =III=III I QIIII-IIII IIII IIII IIII IIII IIII II �, ALL bULT IPLE WYTHE MASONRY WALLS SHALL BE GRWTED :OL ID BETWEEN EACH �XXX�-XX��� - II I-II_I11=111-III-III- (NARROWER FOOTINCS� 4000 PSF WYTHE WITH ASTM C476 GROUT _ a II-III-�II- ° a ° ���-��� � 4 d0 I�-���_ B CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN 501L5 REPORT NO 102672 K vWERE MASONRY LINTELS CRQSS EXPANS�ON CONTROL JOIN15 IN 6A.450NRY, INSTALL 2 � o IIIII� BY HEPNARTH PAWLAK GEOTECHNICAL, INC DATED OCTOBER 31 , 2003� LINTELS SO THAT THE LINTEL MAY SLIDE ON ONE END� 1 a ° e C, ALL FOOTING BEARING ELEVATIONS SHONN ARE ASSU�AED, EXACT BEARING �' �II _ � °Q d (2)-#5 L PROvIDE MASONRY TIES NHERE MASONRY ABUTS CONCRETE, ° II�� GONTINUOUS ELEVATIONS SHALL BE VERIFIED IN THE FIELO WITH ACTUAL CONDITIONS BY - CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS g STRUCTURAL STEEL -III - --i��i�� SHALL 8E A M IN IMU�A OF 48" BELOW EXTER IOR GRADE � (() �I-I I- A ALL STRUGTURAL STEEL SHALL CONFORM TO ASTM A36 EXCIPT WIOE FLANGE BEAh15 RE PL.a.N ReVISIOI�S� D ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR y�-���H SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEFT PIPE COLU6MIS NHICH PROPERLY COMPACTEO BACKFILL, APPROVED BY THE SOILS ENGINEER, BACKFILL SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTN A500, GRADE B, LATEST SHALL BE COI�APACTED TO 95� (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GR�OE 50 AT HIS OPTION. � � � t �� � 1�-3-�3 rogress D1557 UNRESSREMOVE SOELRAND RECObPACT WITH50APPROVED FILLI(REOF�SLOTS ARE MISCELLANEWS EMBEDDED ITEMS SHALL BE A36 STEEL. 10, LIGHT CAGE FRAMING � I ENCOUN7E ED 1�-31-�3 Progress REPORT FOR DESCR IPT ION OF BEAR ING SOIL) g ALL STRUCTURAL BOLTS SHALL 8E A325N INSTALIED TO A h11N IMUM SNUG T IGHT A L IGHT-GAGE METAL FRAMING SHALL BE THE S IZE AND GAGE SHO�MI ON THE 3/4° = r-o° 1-12-�4 Perm i t E CONTRACTOR $HALL BACKfILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 CONDITION ALL ANCHOR BOLTS SHALL CONFORM TO ASTM �307 UNLESS NOTED DRAWINGS INCH h1AXIMU�A VERTICAL LIFTS OR AS RECObMENDED IN THE SOILS REPORT. REFER OTHERWISE, B, FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO ASTM A570, - �-�j�-�� GU �L°t TO SOILS REPORT FOR BACKFILL MATERIAL, C, STRUCTURAL STEEL SHALL BE DETAIIED AND FABRICATED IN ACCORDANCE WITH THE LATEST EDITION, WITH A MINIMU�A YIELD STRESS OF 33,000 PSI. =III F, NO BACKFILLINC SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER LATEST PROVIS�ONS OF AISC "MANUAL OF STEEL CONSTRUCTION � FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570, a o � 5-26-�4 Building Permit I N T'IONS WITH STEEL LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 50,000 PSI MA W I.EVEI FLOOR ARE IN PLACE AND PROPERLY ANCHORED qN pR FRAMED BEAh1 C�1 EC I1I LEVEL FLOOR ANO D UNLESS OTHERWISE NOTED, USE ST D 0 CONCRETE SLA65 SHALL 8E PROPERLY CURED, BOLTS PER AISC "MANUAL OF STEEL CONSTRUCTION" TABL( I I-A AND/OR AISC SI1�PlE �IIII C'I�I-�� U�G G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES SHEAR CONNECTION MANUAI WITH A 325-N BOLTS OR WELI�ED EOUIVALENT, $ELECT D. ALL KORK SHALL CONfOR�A WITH THE RECOGNIZED STANDARDS AND CODES FOR = 4 � -t t THERWISE NOTED ON PLANS CONNECT ION TO SUPPORT 60% THE TOTAL UN I FORM LOAD CAPAC ITY FOR EACH G IVEN L IGHT GAGE METAL FRAM ING. � PREGAST FOUNDATIOhI WALL I-I-�� UBC 2 UNLES$ O gEq�A AND SPAN, STEEL SUPPLIER MAY SUBMIT ALTERNAT: CONNECTION DETAILS a H. CONTRACTOR TO PROVIDE, AT HIS ExPENSE, FIELD DENSITY TESTS ON CObPACTED ACCOI�PANIED BY CALCULATIONS STAMPED BY THE REGISTE2ED PROFESSIONAL 11 , NON-SHRINK CROUT RE PLAN FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE A MINIMUM OF 2 ENGINEER RESPONSIBLE FOR THE CONNECTION DESIGN FOR ENGINEER�S REVIEW A NON-SHRINK GROUT SHALL BE PROVIDED� � REPRESENTAT IVE TESTS SHALL BE TAKEN FOR EACH FOOT ING ANO SLAB ON GRADE, 4 a bi�'���`$'���Qrf E ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AME2ICAN WELDING SOCIETY 7 BETWEEN COLU6M BASES AND CONCRETE OR MASONRY SUPPORTS ����� �'L���O'a°�i R YwEN EXCAVAT ION IS CO�APLETED SO THAT COND IT IONS t�AAY STANDARD QUAL I F ICAT IONS TESTS AS OUTL INED IN AW5-D1 ,1 . 2. BETwEEN BEAWS OR BEAM BEAR ING PLATES AND CONCRETE OR h1ASONRY `�,�,~ ����,.,r ST�;F-�,'''9a°•,, I, NOTIFY $OILS ENGINEE AA SUPPORTS. , BE INSPECTED PRIOR TO PLACEtJENT OF ANY FILL OR CONCRETE. F MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LE�S THAN 3/16" CONTINUOUS 3. GRWT SHA�L BE COMPLETE AND HAVE A MINIMUrA COt�APRESSIVE STRENGTH < °°� �': � 1 ,� ,� O e� �o° FILLET UNLESS OTHERWISE NOTED, OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE I�-6�� WDE GMU SUPPORT < � � ' 6 't � Drawing Title� i/ a, CONCRETE ,�aT BarrERE� STONE <io� . G FOR ALL BEAWt/COLUIiM1 OR BEAM/BEAM CONNECTIONS, PR4yIDE HORIZONTAL SHORT 12, NON-STRUCTURAL ELEMENTS ABO�/E (PULLY GROUTED) �`r �p � �` � • , A ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/I1 PORTLAND CEMENT, SLOTS IN CONNECTION MEAIBER ONLY (YVr-SECTIONS, E1NG.ES OR SHEAR PLATES� WHEREOGGURS ON PLAN - STONE AGGREGATE AND S HALL SATISFY THE FOLLOWING REQUIREMENTS' A, ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR �' I/2�� I�'IL�TION , �' a L ���� H, S7RUCTURAL STEEL SUPPL IER TO FURN ISH L INTELS FOR ELL MASONRY OPEN INGS PER SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCWNT DEFLECT IONS AND JOINT P��Q� a " ��ar��j; CONCRETE ITEM f'C MIX TYPE MAX W/C RAT10 % AIR RE�, LO�SE LINTEL SCHEDULE OR AS SHOVYN OTHERWISE ON STIiJCTURAL DRAwINGS. ONE OTHER STRUCTURAL MOVEMENTS, 1^IALL TO POOTING ` °ojq ° � "°"� �'�d�• END OF THE L INTEL SHALL BE FREE TO MOVE HOR IZONTALLY TO ALLOW FOR GONN�TION BY S° SLAB ON GRADE °`A��.k p Ca�i��++" FOOTINGS 4000 psi STD - - - ELONGATION AND SHORTENING B FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET FOUNDAT ION WALLS 4000 ps i STD - - - ALL CODE REQU IREMENTS FOR THE TYPE OF CONSTRUCT ION SPEC I F IED BY THE PREG�STER o WITH W W F ON °eE��`" `� GRADE BEAMS 4000 ps i STD - - - I THE TERI�A INOLOGY "CONT INUOUS� MEANS QUANT ITY PROV DE THE NECESSARY JO INT ARCH ITECTURAL DRAWINGS, STRUCTURAL STEEL MEMBERS SHALL BE CONS IDEREO ° 4�� GRA�/EL Bf'.SE INTERIOR SLABS ON GRADE 4000 psi STD 0 50 - - - DETAILS TO ALLOW FOR BUILDING I�AOVEMENTS, COORDINAIE LOCATIONS WITH UNRESTRAINED UNLESS OTHERWISE NOTED. � 2�� NO�-SHRINK GROUT ° � INTERIOR SLABS ON PRECAST 4000 Osi STD 0.50 ARCHITECTURAL CONTROL AND EXPANSION JOINTS, BY P�GASTER ° RE. PLP�N EXTERIOR CONCRETE (+r) 4500 psi STD 0,45 6%-8% 13, GENERAL a •■ MAX IMUM SLVMP $HALL NOT EXCEED 4", J. PROV IDE ANCHOR BOLTS FOR BEAMS BEAR INC ON MA50NRY UNLESS OTHERWISE A ENG INEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBST ITUT IONS #6 AT I�-4° TRANSYERSE a X�-%��75��'x ' NOTED P.T 4'-�" �ODTIN6 AND #6 ` ° 8 CONTRACTOR SHALL SAWCUT OR TROWELCUT JO INTS IN SLABS ON GRApE JO INTS w K PROV IDE TEbPORARY BRAC ING ANO PREC/UJT IONS NECESSAPY TO W ITHSTANO ALL B VER I FY ALL OPEN INGS THROUGH FLOORS, ROOF AND WALLS W ITH MECHAN ICAL AND AT 8��TRP.NSYERSE f'.T °0 a�o°e�°0>�•o°<� P o Oo o�°0 o Oo° SHALL BE SPACED 15 FEET AND SAKCUT OR TROWELCUT 1�4 OF SLAB OEPTH X 3�16 CONSTRUCT ION AND/OR WIND LOADS UNT IL ALL F I ELD COJNECT IONS ARE COI�LETED ELECTR ICAL CONTRACTORS, VER I F ICAT ION OF LOCAT IONS, $IZE$� L INTELS AND �j'-O° FOOTING < Oo�.O OOo�O OOo�aO OOo�<O WIDE WITHIN 12 HWRS AFTER PWRINC, CARRY ALL SLAB REINFORCEMENT THROUGH 1'r-III�'I1=n��I1=fI! I�-Irl= AND PERMANENT LATERAL SYSTE�AS AND �ECKS ARE IN PL�CE, RE�U IRED CONNECT IONS ARE CONTRACTOR�S COMPLETE RE5PON5181L ITY, (XXX�-XX��) , I-IIII-IIII IIII-IIII IIII-1Ir IIII II JOINT. ----- 1-111= ��=I��=1 I 1= SLAB$ TOPPINC� FOOTINGS� BEAAAS AND WALLS SHALL NOT HAVE JOINTS IN A L. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COIupENSATION FOR SHOP C PTENS TO BESATTACHEDNTOFTHECSTRUCTURE,DENGENEERCS AP ROVAL OF CONNECTIONS a � �° �a °d III II� c q ° � a a a ° i i-�i�- Date: HOR IZONTAL PLANE ANY STOP IN CONCRETE WUf2K I�1ST BE MADE AT TH IRD PO INT OF DRAW ING T IME FOR ANY REV IS IONS TO ERECT ION ORAW IN4S NOR FOR ANY REV IS IONS /WD SUPPORTS SHALL BE OBTA INED� UNLESS SPEC I F ICALLY DETA ILED ON a tl ` ° � I III I; l�-31-�3 SPAN WITH VERTICAL BULKHEADS AND HOR�ZONTAL SHEAR KEYS UNIESS OTHERWISE TO P1ECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS, qRCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR �' _ I N INTS SHALL BE AS DETAILEQ OR AS REVIEWED BY THE O o a a d a SHOVW ALL CONSTRUCT 0 JO M, UNLESS OTHERWISE NOTED, VWENEVER MASONRY RESTS ON STEEL BEArAS WITH SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC. , REQUIRE� FOR INSTALLATION OF � (4)-�5 ENG INEER, FLANGES NARROWER THAN ACTUAL h1ASONRY TH ICKNESS� V1FLD 1�4" TH ICK H IS ITEMS. ��� ° < <y ° a a I III GONTINUOUS D. ALL CONCRETE NARK ANO REINFORCEMENT DETAILING SHA�L BE IN ACCORDANCE CONTINUOUS PLATE TO BEAM FLANCE WIDTH OF P�ATE TD BE 7/2" NARROV�ER THAN p, pROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTEO ON ARCHITECTVRAL, "g " � III _ - ��� � Pro�ect No� 58�� �' ` WITH ACI BVILDING CODE 378 LATEST EDITION, UNLESS NOTED OTHERWISE. V5E MASONRY THICKNE55. MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINCS MISCELLANEWS EMBEDDED � ('() �I-II -��-��� • STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED ALL EXPOSED EDGES OF g METAL DECK ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED RE PL�N ' CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER, BY CONCRETE CONTRACTOR STEEL SHALL FULFILL AST�A A36, � - 5. REINFORCEMENT A, UNLESS OTHERWISE NOTED, DECK SHALL BE SHOP-PAINT(D STEEL, SHALL BE OF THE � � � �� .� Drawn by: pFL TYPE CALLED FOR ON THE FRAM ING PLANS AND SHALL BE CONT INUOUS VµiERE E, PROV IDE ASPHALT IC WAST IC-COAT ING ON ALL $TEEL AND WOOD EXPOSED TO EARTH, �� �� f � A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMINC TO ASTM POSSIBLE� F. SUBMIT SHOP AND ERECTION DRAWINC$ TO ENGINEER FOR REVIEW OF ALL PRECAST, � I �Q� 1� A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS VM�11CH SHALL BE DEFOR�AED BARS, ASTM DES IGNAT ION A815, GRADE 40 OR ASTM A706 GRADE 60 B ACCORDANCEAWITHEMANUFACTURER S STANDARD IDETA ILS AuD S EC IF CAT IONSRCED IN DECK, ITHELMANUFACTUR INGRORNFABR ICAT ION OFTANYL ITEMSLPR OR TOTNR ITTEN 3/4" = I'-�" � ` Checked by: K� H RWI E NOTED REVIEw OF SHOP DRAWINGS wILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR, �4� B wELOED WIRE FABRIC SHALL CONFORM TO AST�A A185 GRADE 65 AND SHALL BE EXCEPT AS OT E S LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C WELDING REW IREMENTS SHALL BE A$ FOLLOWS AND SHONV ON ATTACHED TYPICAL G, WATERPROOFING, VAPOR BARRIERS, WATERSTOP� ETC, � SHALL BE A$ $HOV1N ON THE � ARCHITECTURAL DRAWINCS AND AS INDICATED IN THE SPECIFICATIONS� � � C� REINFORCEMENT PROTECTION, � WELDING LAYOUT UNLESS OTHERWISE NOTED ON DRAWINGS� S eet� /� 0 1, ATTACH ROOF DECK TO SUPPORT BEAMS, STEEL JOISfS OR PLATES WITH 5/8" ` 0 1 CONCRETE POURED ACAINST EARTH 3 PUDDLE WELDS AT 6" (7 vYELDS PER SHEET MINIMUM) H ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR i 2 CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" y LONCITUDINAL JOINTS BETWEEN ADJACENT ROOF DEOC UNITS SHALL BE (SI�E WAL�S AS SPECIFIED IN SECTIONS 1403 6 4 2 AND 1403,6,4,3 OF THE UNIFORM BUILOING 3 COLUbNS AND BEAMS (TIE BARS) � -��Z� LAP WELDED PER MANUFACTURER RECOMMENOATIONS AT 7 IOCAT10N5 PER SPAN, COOE �dy~� � 4 SLABS AND WALLS (NOT EXPOSED TO wEATHER) 3/4 ) �� � 3, ATTACH ROOF DECK TO BEIUA$ OR PLATES PARALLEL TO DECK WITH 5/8" �, ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKEO AGAINST FIELO AND � � D REINFORCEMENT PLACE�AENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH DIAMETER PUDDLE WELDS AT 12" ARCHITECTURAL DRAWINGS, � a°op SECTIONS 7,5, 7,6 AND 7 7 OF ACI 318, LATEST EDITION, �� � 4 c z000 R�A �J '�yW�`,�y�� ,��y`, q, � .��'ryy Q'�, ���'�..i.eWaeN� �°"wm°"°°�������6tey,rw«�u�-���b.uy�na _���idwuN��. � ��ti.a�. � A Q0 '°wa«...,���'u+w. °' 4' ryS���'°+a.«w-'"'0/ � d' '4 n°��rt. " a� . -,� � � _ c>� - � � _ _ - %�� _ 1 ._-, - "..,..,� _�< ` � _ _ , � , � _ � + �� "�. #5 AT 2'-O" VERTIGAL _ �������� �„��� GRADE 60 WELDABLE � RESORT DESIGN I" MORTfaR SPAGE (MIN.) ������ C2)-#5 IN BOND � „ 3. BEP.M aT 4�-O" - 6" PREGAST 3/8" X 6" X 8" EMBED �• ANGHOR TIES NOT LE55 THAN 3"3" 010�1-ITiGH GP.LVANIZED WIRE, BEARIh1S WALL 6" GMU W.4LL P.T PLATE WITH (Z)-3/4"Q� � �ORMED AS AN EXPOSED EYE AND (I)-�b GGNTINUOUS STONE �/ENEER H a 5 �T Z'-O" � i EXTENDING I/2" MIN BEYOTiD THE � , /kT PERIMETER OF R� ARGH O i WALL TO YIALL � �AGE OF THE BAGKING. THE LEGS � BUILDIt�C RE: PLP.N � a PREG STIEZ BY A S S O C I A T E S � OF THE LOOPS SHALL BE NOT LE55� 3" GIP TOPPING p i THAN 6" IN LENGTH BENT AT � 3" GIP fOPPING RIGHT P.NGLES i�ND LAID IN � WITH W.N F WITFi W.W� Q i ,3i �IPiTOFPING 6" PREGAST WALL � i TFIE MORTAR J011yT, AND RE PLAN SPAGED 50 THAT THE EYES � �a 8" PRE%?.ST x1-X����� .x—x a x—x—x�x � R� PLAN OR LOOPS ARE 12' MAXI MUM ��� - F LP.T S_AB J1 �° I a ON GENTER Irl BOTH DIREGTIONS. (V ° a _ EMBED PLATE BY THERE SHALL BE PRO�/IDED STONE VENEER � I" a o °a , WHERE OGGURS ° a Q cQ N PREGASTER NOT LESS THAM /� O.IOq INGH RE ARGH a ° ° g � 6ALVANIZED WIRE ° x° x x---x - — i g A�i�FiBTECTURE, TIE, THREADED THROUGH THE , o a a a �, ° a�^% —%—%—q� � o EXPOSED LOOPS FOR EVERY <a - PLAI�N I N G� 2 SG�IJARE FEET OF STONE ° a � —iii—=111I a � \ 8" PREGAST o a a � - a ° a a < � - RE. PL.°•N � TOPPING IWITH W W.F. INTIERIOR DESIGI� STONE �/ENEER — VENEER THIS TIE SH�4LL BE A ° , J1, J11=1 < �Lf�T SLAB ° ° " ^ � ° 10" MAX. LOOP HAVITIG LEG5 NOT LESS THP. L 5X5X3/8 GC�NT. =1�� a < � ° o ° -III—III a a WP.LL TO FLOOR GONNEGTION THIGKNESS 15 II�lGHES IN LENGTH BENT SO a _ iNITH 3/4" � X 6" 1=111�1 _ a a i 8" P R E G A S T F L A T S L A B T H A T I T Y,1 1 L L L I E I N T H E S T O N E EXPANSIDN ANGHOR I—II B Y P R E G f a S T�R R E S E G T I O N I/S .O � a, VENEER MORTAR JOINT THE < � AT 3'-O" TIII� �a 10" PREGAST � LP.ST 2 INGHES OF EAGH WIRE o ° WALL ° a a � � � ` Sara �rar�cisco O�ice , (STONE VENEER HEIGHT a NOTE < a a 8" PREGAST x,—�-x—x—x—Y x—r x a x a x x x—x x LEG SHALL HAYE /i RIGHT-?.NGLE = 15'-O" MAX y COR USE METAL STUD FLAT SLAB B�ND NOTE: RE• UBG I403 6 42 � ° AT I�-O" wHEN 5'rONE WALL WHERE THERE ° � < � " ° a ° - 388 Market Street, Suite 380 T1'PIC.4L STONE �LL TIES 1�lHEN STONE vENE� vENEER iS TALLER � � � iS No SroNE v�NEER 8 (TYP GAL)F P�D � � ` ` ° a ° e a d� � a � <�° � San Francisco, CA 94111 �/ENEER �4NCNORAC�E DOES T10T EXGEED 5" THIGK . TH�.N 15'-O") �� � �� I � GMU OR PREGAST WfaLL L5X5X3/8 GONT e � � -4' RE: DET�41L5 WITH 3/4"� X 6' F X: 415.392.4454 �� C � f Oi�l 1 � � EXPANSION ANGHORS TOP OF WINf30W OP�NING 3/4" = i'-O" .4T 3'-O" ABOVE WHERE OGGURS 5" 6" 5" I" 3/4" = I'-O" EAGH WIfVDOW/DOOR o RE /�RGH, a 6" PREGA�T WP.LLS 3/16 5 �TYP) L 4X4X1/� GONTINUOUS g�u�der Office OPENING (TYP) a a EDGE OF PREGAST , ,��° � �„ BEARING WALL BEYOND ��� • °�� �k��`�"'"`"�' ��,.�"'""`� ALIGNS WITH EDGE OF 8" � I 1434 Spruce Street, Suite 110 NOTE: GONTRAGTOR SHALL GOORDINLaTE ALL BELOW GRP.DE UTILITIES � SLAB (TYPIGAL) �� � � ( ��\I 1 Boulder, CO 80302 TH,4T RUN ADJAGENT TO OR BELOW FOOTINGS OR THROUGH PREG�ST � � � � � �� � � II i (I)-#6 GONTINUOUS �� � � � �� � �4 Tel: 303.449.4433 GONGRETE FOUNDATION WALLS WITH ENGINEER PRIOR TO GONSTRUGTION � �� i AT PERIMETER O� 3/4" = I'-O" 3�`+�� - ���� F�c: 303.449.3366 6" X 18 Gp.GI_ METAL ii i � �� ��� 2 3/4" = I'-O" BIJILDING 5TUD5 AT 2'-O" i i � i (DOUBLE STUI7S aT SIDES, ii i 3" GIP TOPPING 3° 6�� 3�� STP.ND.4RD HOOK RE� PLAN HEADER P.NC? 51 LL ��� i i I 2�� W I TH W W.F a a a � 3X4'-O"A�' 2'-O" OF V�tINDOW/POOR) � � � 8�� PREGAST a 6" PREGAST info�Resor�Design.com PROVIDE T.4 DA D �i i FLAT SLAB ^ ,a y�.L� WWW.ResortDesign.C�m HOOK a d � �� � a ° 3" GIP TOFPING - 6" PREGP.ST a a a W x--x z—° --�x—.x � ` � �jptiL� a < WITH W W F RE PLAN , (\V < a , a a a , J o, a < a TOP OF a a e _ a a , < ° a a a� °a. � M- " ,e z a a � d TOPPING y.�qLL B�YOND p o d A Q M 11) o � Q 11J - -�.l� d � a � �V a � ° aa ° �° � ° a d N a , m PREGAST GOLUMN d �_ � , < a �—x�x—x��c—�x a RE= PLAN < a a ° 11= STONE VENEE=R �� � — U.I ' _ � < �� RE: ARGH aa e a RE: PL�'.N < � o d ' a e d °d .(� a Q T Q SLAB - a w , � d ° a ° a � (2)-#5 BOND BEAM � ° T O STEEL r o ° � ,° < ABO�/E EAGFf _ ° ^ — P ° ° OPENING d' ° � , � ° - � < a a a °Q e d a � � � e a Po Q a � 8�� PP.EGAST � ` ° � °° a TYPIGP.L FODTING EMBED PLATE � FL/S.T SLAB NOT PLP.N a aa aa ° 6" GMU WP.LL BY PREG/�STER SHOYW BEARS ON BEP.M RE� W oaa , aa � 11 REINFORGEMEr1T p.T STONE VE=NEER 8" PREGP.ST ° < a � Q o 6" BEARING � � � III- L5X5X3/8 GC>NT. FLp.T SLP.B ° � —� —� � '� T. AT 430 SILIP 6 d a RE.UPLAN NGLE BEAM Q STP.NDARD BARS TO M.4TGH WITH 3/4"Q> X 6" i � V� GONNEGTION 6" PREGA�T � W ENSION L/�P II� TYPIG.4L FOOTING EXPAN510N �.NGHORS i\ ' �� a a�L°L 8 9 a ° ° ° � � AT 3'-O" /�BUVE ° ^ ° a < � f2EINFORGEMENT TOP O� WINDOW OPENING a a , ° a EAGH WINDOLN/DO�� � � � � � < � a ° a a Q od ° ca° " d a ° ° o o ` � OPENING (TYi�.) RE: ARGH a a � � m T1'PICAL STEPPED WALL BEYOND a 6' P G S L ° , RE PLAN � � FOOTINCx DET,4IL PREGAST FLAT �LAB 3/4" = I'-O" ^ ° a < ° � ° � �� � � f ��I /�, a ° ° a daa a T O. TOPPING � gc LG Ah1D TOPPING NOT I I � K.4 SHOWN FOR GLAP.ITY � ° ° - � � A \ � 3/4" = I'-O�� e <a a a a °N a °a � ' �J � � � � �I \ � � a a d a ° a � a � �� B , 3 i�.T Ei��ETER OP 4 � � � a a a a - n a a RE L°AN I I BUILDING a a a a EMBED PLhTE , ° — � � - 3/4" = I'-O" a o ° °a < ° ° ° ° a = o a ° ao � � � ° ° ° i i 3" GIP TOPPING °d < BY PREGA3TER ° °° � J = BEAM TO BEAM � � W I TH W W F ° e a a a ° ° a ° 9 a � a < � z GONNEGTIDN BY aa i i ° � � � PREG.4ST SUPPL I ER i ° °° SQUARE PREGP.Sr � � 8" PREGAST , �6" PREGAST WP.I�L ,� � GOLUMN � � �LAT SLA °° , a ° a� � � _ � < a a a RE: PLAN i i i R� PLAN e ° ° a �3 X 4'-O"AT 2'-O" 3�4" a d a 3/4" °a Q e I I d 'a a ° ° ° � ° ° ° ° ° a ° ° � � RE• PLJ�N ° � a �° a 3" GIP TOFPING a < ° a � ° < , ° a WITH V�1.Y�1.F, ° a a a a , , , � 8" PREGP.ST SLAB a a a o a a � x �x x—x T O TOPPING ° ° ° ,< NOT SHOWN FOR o ° a � ° ° ° °° ° i o ° a " ° I" a a ° ,, ° GLARITY ° na a d , d e n o a �� a Q < � a ° , Q a °Q , a < a � a a a a � a °< ° a ° e REE PLAN GOLUMN — Q � 4J n a a a a dl ° Q ° %�r7I�Xe���1 m , a � a � ° ° , SLIP JOINT ?.T TOP O� a a< ° a a a aa Q e < a STUD WALL CT'�PIGAL) i i = °, a a ° p F2E PLAN .a�' . NALD��;�g0�d,�, a< ���34:s �iP00d a � � d .9� � il/ �' 0 �f a ° a a d 8 < ° d L n I i Q ° � a a q a � �W'� ;.aQ �''ST /1C"�.����i a a Q a I � ° I � j �� �+ ��� �a� i ° d � ° ° 6" X 18 GAG� MET.4L _ �, a d a da d STUDS AT 2'-O" --i i — DOUBLE AtiGLE BEAM �� �� � �� � ��`''• � � � a a � a HE�ER P.ND ���LLT SIDES � � RE: PLAN 3/4" = I'-O" "�� f� �• M"" Revisions: d` I I SLP.B NOT�SHOINN JL 6X2XV: WITH (2) W�THON1WGF ETE TOPPING .�p�-��.,�, t r;•���� 1�-3-�3 i=rogress a a OF WINDOW/D<�OR) I" Q� BOLT� sa,, �' ' ` '�j°�y;x a � a �� � � � �� � " RE: PLAN I" TYP `�oeF ����*.,a'�'�� 1�-31-�3 Progress T � �3X4'-O" AT �'-OQSt�6ee°°�°� INVERTED T�E ' ° I/2" X 6" ROF G �� � � � �� � 1-12-�4 Perm i t BEAM RE: PLA�N ° < OR MASTIGHORD 3/4" = I'-O" 5" GONGRETE TOPPING a , , a a BEARING P.4D BY WITH W W.F �--3�-��- Gp Sc°t a PREGASTER 3/4" = I'-O" ST�EL BEI�RING P?.D � � 3" GIP TOFPING - �—�'�— —d — ° � 5-26-m4 Building Permit � BY PREGAST SUPPL I ER � a WITH WWF, ° a e � , a a a x��%�_x�_%_�% ° (WELD ONE END OF ° a a PREGP.ST SUPPLIER 3" 3" OR 5" RE PLAN STEEL BEAM �3 X 4'-O" dJ o ` ° � ' a p ea 'CJ'��'��' UBG Z BEAM TO GOLUMN BELO o a e o /�T 2'-O" ° ° °a � a � °< �I-I-�� UBC 2 TO PROVIDE HAU�GHES RE= PLAN ` < AT PREGAST GOLUMNS i ° 6" PG FLAT SLikB 0 RE, PLi�N 8" PREGAST FLAT SLAB DOUBLE ANGLE RE PLAN = — — — x—°x— —� ° —x—�x A , LAN NOTE 8" PG FLp.T SLAB � � � � �� � 6" PR�GAST _ � � �� ° a p a WITH 3" TOPPING BOTFf a BEP.RING WP.LL d� a a , < a 51DE5 O� BEAM p.T Dr�wing Title: �� � -C" f �1�1 1 � STONE VENEEf2 �8" �N SIMILAR SEGTION) ° a a,� � a ° SIMILAR SEGITON 3/4" = I'-O" RE ARGH � a a RE: PLAN 3/4" = I'-O" � � WALL TO WP.LL 3/4" g�� PREG.45T GONT�lEGTION BY I/2" GONTINUOUS FLAT SLAE � �" PREGASTER PLfaTE �'�d, � � ° 3" GIP TOPPING Q I�IITH W.W.F. RE. PLAN � d d �� � � I �I � � STIRRUPS BY 3" GIP TOPPING TUBE STEEL BEAM #3X4'-D" P.T 2'-O" PREGASTER WITH W W.F. [XXX'-XX" N RE. PL/�N 5" GONGRETE TOPPING i - x,e x—x—x=x—� 3/4" = I'-O" RE. PL,4N DDUBLE WITH W W.F � a a ° 3" GIP TOFPING AIVGLE BEAM ° ° d � WITH V�1.YV F, R�: PLAN � ,i _ Q � a ° ° - Date: e x—x— — ° x+x<= � — —x—x _ � � ° STEEL BEAM #3 X 4'-D" ��-31-�3 ,� - ° ° ° a ° � RE: PLAN p`T 2�-� x—�x�—x—x x x x x�-x—x-rax—x itl _ � a o d a a a a a a � Q � I � � ° p d� - u a ad a � I a < o a a - 0 a � Project No: 58ID� ° ° °d NOTE: b" PREGAST RE. PLAN m O a° a a ° - BATTERED STONE a FLAT 5LAB x=x— �• — ° = — °—x—�c a" a ° a ,a VENEER ON FULLY {, „ , a� a , ° 8" PREGAST Drawn b ' ^ a � 8" PREG/��✓T GROUTED GMU SUPPORT GORA�LATFt PRD - a ° FL/�T SLAB THIS Y• DFL TO FOOTING AT SIMIL��R �"` ° 6" PREGRST FL,a.T ° �LP.T SL<'.B (TYP) 6� < ° a , � SEGTION RE i�LAIV P.IVC� � , ° 4 , v �Z ° ° < � d Q SIDE NOT 5HOWN < a JL 6X4X1/2 WITH I" TYP 5LAB a INVERTED T�E BE RtE ARGH 8 BY PR�A5 ERR E�SEGTIDNxI/ 3 O W` 3/16 5 L 4X4X1/2 GONTINUOUS y. < r2� ��� m eo�Ts Checked b K� � a , a RE: PLAN �(\V a a -L Q 'n� a _ o a � ' �— a a �, 4' 3/4" 8" PREGAST N ° L 5XSX3/8 GG'NT. �=111 i_ 10" PREG?.5T WALL � WITH 3/4" m X 6" I/2" GONTINUOUS FLAT SLAE r Sheet: ' / RE• PLAN EXPAN510N f'.WGHOR a NOTE 6" SL/�.B WITH �'LATE �� � � I ��I � ° (�TONE VENEEV? HEIGHT � SIMI�ARING AT � �� = 15'-O" Ms+.XJ (OR � 3/4" = I'-O" _ ;n� AT I'-O" WHEN STONE �� � � I �� 1 � �� � � I �I � � I o� �� � � � �� 1 � VENEER IS T�41_LER O � Q� THAN 15'-O") 3/4" = I'-O" 0 3/4�� = i�-o�� 2000 RD � � ii� - _�a � — � � r - � � a � a a 3" GONGRETE RESORT DESI N - TOPPING WITH 3��3�� W W F �.. �„ _ PREG/�ST GORE WALL RE• PLAN RE� PLAN #3 X 4'-O" AT 2'-O" - RE PLAN THREA7ED INSERTS IN � 5" GONGRETE • a F'REGAST GORE WALL - a WIT+i #� X 2'-O" AT 8" � TOPPING 1^11TH 8 WWF 3" GRST IN PLA�GE - a< TOPPI�G WITH WWF i i TS GOLUMN 3c-a�x�x—x—x—x �" PREGAST WALL x—x , x—x ASSOCIATES ° ° � � RE PLP.N °° a ° ° RE PLP.N a I I a ° � e ° a a I I a d aa aa d • < � � EMBED PLATE '9 ° a, ,�� a � a � < � I/Z" ISOLATION � RE• PLAN j � j BY PREGP.STER �° � =MBED PLATE BY ° ^ ° ' a o a� ° ST/�.IR JOINT ° i i 'REGASTEFZ _ d 3" G/�ST IN PLAGE Z ° ° ° Q 3" GP.ST I N PLAGE � „ a � GORE a ° — x—x " � � TOPPING WITH W W F. 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ELEYATIONS AND DETAIL5 FOR HORIZOh1TAL AND MOMENT LOADS. 2 H/�LLWi�YS 4. P.LL EMB�D PLATES IN PREGP.ST SHALL BE SUPPLIED BY PREGP.STER NON-GOMPOSITE DEf�.D LOP.D= 15#/FT2 Drawn b UNLE55 NOTED OTHERWISE LIVE LOP.D = 100#/FT 2 Y' DFL �, AC�DITIDNP.L PENETRATIONS TO BE GDORDINis.TED WITH THE MEGHI�NIG/�L ENGINEER. 3 EXTERIOt? DEGKS• NON-GOMPOSITE DEP.D LO/�D= 15#/FT2 � b. TOP OF STEEL BEP�MS (TS AND W) 3" BELOW TOP OF TOPPING TYPIGAL RE: DETAILS. 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Gp 5et � O (TYPIGP.L 6 PL?.GES) � , , , ' , , , ?ok �� , , 5-26-m4 Building Permit I 8 - - - - - - -wfaLL- - - - - - � Wf�.LL W?.LL - - - - - - - - - � - � C-I�-�� UBG 2 i i ABOVE i aBOVE � ABOVE i i �•� i i i �I-I-�� UBC 2 � i i i i i i i i ii9�i6fBY0// � � q��a�:��°N o'd I n I n I u n I u I n I ' I n I NF;' C D ,wa. , TE t`�,'� s �'-m 3(d'-0 15'-m 15'-0 30'-0 30'-0 30'-m 4'-II ��.� � o•� Dr�wing Tit e: ... � � ; �''` ' � ¢i � � C G.5 p � � � N �. � n�, r � G�^ p�'m/��� .a..e+ �*s. .4 ``"9�'a F� �na2�" � PREC,4ST NOTES: N � � � � � �� � � �,�1� f 1�� �� ,�1� �aFe�RR�. iia° = i,-o„ I. ALL INTERIOR PREG.45T FLOORS SHALL HP.VE 3" MINIMUM THIGKNESS TOPPING AT BEARING AND 2" MINIMUM ,4T MIDSPAN. WATERPROOFING SFiALL BE APPLIED �.TI� LE�EL STEEL FLOOR FR�4MINC� NOTES: PER �.RGHITEGTURAL DR/�WINGS REINFORGEMET�IT OF TOPPING SHALL BE 6X6 W2.IXW2 I W W F, i�T i�LL INTERIOR FLOORS. TFiIGKER TOPPING /�REAS �, ■ INDIGATES TS 4X4X1/4 GOLUMN UP ONLY UNLESS NOTED OTHERWIr✓-E ON PL,4N. SHALL BE 1^1HERE NOTED ON PLaNS AND DETAILS. �, O INDIG.�TES TS 4X4XI/4 GOLUMN DOwN UNLESS NOTED OT+�ERwISE ON PLAN D�te: 1�-31-�3 2. — INDIGATES TOP OF GONGRETE TOPPIN6 SLAB ELEV?.TIONS. - 3. XXk INDIGi�TES VERTIGAL SERVIGE DEikD LOADS 2Np TO TOP LEYEL XXk INDIGATES VERTIGAL SERVIGE LIVE LOis.DS PREC,4ST L0.4D INC� NOTES: Pro ect No' LIVE LOADS ARE REDUGED PER U B G � • rJBID� _ RE. ELEVP.TIONS AND DETAILS FOR HORIZONTAL AND MOMENT LOADS. I. LIVING SPAGES THIS LEVEL. NON-GOMPOSITE DEp.D LOAD 15#/FT 2 4. ALL EMBED PLP.TES IN PREGP.ST SHi�LL BE SUPPLIED BY PREGASTEtZ LIVE LOP.D FOR VERTIG�4L MENBER DE51GN = 40 #/FT2 Drawn b UNLE55 NOTED OTHERWISE LIVE LOP.D FOR FLOOR PaNEL 7ESIGN Y• DFL 5 �DDITIONf+.L PENETRATIONS TO BE GOORDINis.TED WITH THE MEGHi�NIGAL ENC�INEER. = 50�/PT 22 OR ULTIMATE STREI�TH MOMENT GAPAGITY = 40 #/FT FOR GP.BLE TEN510�I STRESSES � 6. TOP OF STEEL BEAMS (TS E'.ND W) 3" BELOW TOP OF TOPPING TYPIGAL RE DETP.ILS. 2, HALLWAYS Checked by: K� o NON-GOMPOSITE DE1�D LDAD = 15#/FT2 � � LIVE LOP.D = 100#/FT � 3. �XTERIOR DEGKS: Sheet: O0 NON-GOMPOSITE DEP.D L0�4D = 15�/FTz 0 SNOV�I LOf'.D = 100#/FT 2 0 � 4. � IIVDIGATES HALLWA'' OR DEGK AREAS WITH LIVE LOADS OR �'' SNOW LOAD 100#/F"2 . � _ Q� �C 2000 RDA a - %�� =n a _ � - � . RESORT DESIGN ASSOCIATES � � /�R�FiETECTURE, PLAI�N�NG, � � C � � � � � I�ITERY�R DESIGIvI �'-0" 3(d'-0" 30'-0" 3(d'-m" 30'-0" 30'-2" 4'-11" � � � � � � � � San ��-av-ocisco Office i i i i i i i i 388 Market Street, Su ite 380 San Francisco, CA 94111 Tel: 415.392.4433 �' 4k p� 4k p� Fax: 415.392.4454 � � � � � � 15k LL � 15k LL I � — - - - - - - - m - - - - - - - _ — - - - - �--- - --� - - - - - I Bou�der O�fice � � TS 4X4X1/4 � �J � OPEN 3 � � � GOLUMN UP p� _ 54 i 1434 Spruce Street, Suite 110 P.ND DOWN �� � = _ Boulder, CO 80302 , �0 - � 0 Tel: 303.449.4433 I I � (TYPIG?.L 7 � 2k DL 2k L � � �\� PLAGES) Q� 3 � 7k LL � � 7k L N FvC: 303.449.3366 Q�i �Q 54 I i i i i � /' 6k DL � � 3k DL �u' � ' i 2i - - - - - - - - - - %�� i --2k LL � - - � 15k LL _ � _--� N �--- — � - - - - - - - - - - - -� - - - - 2 -� � - � ; �/, � - - - - i - 2 info�Resor�Design.com � � � ��p-f-/��� k p� _ � 2ok p� � ���— p 5k � www.ResortDesign.com 4k DL //// �k LL i � - -�-- - i 20k L _ � � q ROOF ��k LL ��� ,�/ , 6k DL r � �i 6k DL 0 ' 1k DL 541 4kk �� /�'� � %�%% WI X�� 2k LL TS XI/4 � 24k L i., 8 `� 4k LL �� - 11k DL `t'S X4X1/ �� � � 54.1 i /� ��� 53k LL �Z - H/�N ER 3Dk LL - - � 10k DL TS 4X4X1/4 1 k DL " � - % a 0 47k LL P. -4�-0" MaX. -- _4k LL — 58k �� � /% � , �RIP 520 Q� 4 k -�� - - - - - � - _ 521 , �O LaN i - - - - - - - � - - —, - - - - - �.� � -- �-- - - -//�/iii/f 1 ,k DL ,Cl 8 - --- - - - ' --- -- --- —_- I i _ - 2k LL O _I X54 RE� STAIR MANUFAGTI�RER � 2" ;� T5 5X5X1/ T5 5X5X/4 �✓2� _� - --- _,-- ,-_ -- FOR LANDING BEAM ' tk DL ' TS 5X XI/4 w ; i ' I I ' '' � ,�.ND STRINGERS - - - - - S � - - - 4k LL i _ T'� tJ 5Ntt�Bl�t - = G-Ot*JNl�tl/4 i _ i � _ I 15k i._ - - - - - - - - - - - w _ _ I ' '� ; ! i ' _ _ i i 3 , i ; --- - _ � R � RESORT DESIGN �v � 1--� `/ � � � �-�P � f� , �'-(d" 3(d'-m" 3m'-m�� 30'-0�� 30�_0�� 30'-@" st'-11�� � � i � � i � � . AS S OC IATES 3 i i i i � g4 O � i � ' • TYP 15 �3231'-6"> I I I 10P OF BEAM i � I�^__ I I I \� (�YPIGAL) � \\�� IX50 B T 0 — - - - - - - - - ' -- ------ - -- --- - -- -—- - - - - - - - - t�`� IOX2 --- r --- - - - - - --�- - - - � � t�R�HITECTIJRE, � � , ; �- �, �; o +ry'0 � S4 i s4 0 � � PLAfeI 1�19 NG, � 4'-O" � '-5 I/4' � q„ �-9" 3'-6 I/8�� �_a�� �_q„ � � ,� �� ; -' , +'� % 4 3 '� -'—� kox2 a � � .o �ox26 i i�1T�RIOR DESIG�1 �O (TYP) � - i � I I 54 I �� �I � ��� i � I I 0 <' ��\ s u� 5 O I�__. .. � 54. 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N' �,�Z - � \ z � I" � SLEEVE FOR M?.N Gi�BLE N GONT NUOUg x I'-O" 12 RESORT DESIGN i I/2" METAL � TS 3X3X1/4 ST�EL POST WITH I I/2" TYPE B I/4" GAP ROOF DEGK 20 C�AGE _ z WORK PDINT ROOF DEGK 12 i 1^(ORK POINT - NOTE a RIDCE BEAM 1^IORK POINT . � GOOFZDINATE � WITH ARGHITEGT �ORK POINT i - 3/16" BENT STEEL PLATE = " RE PLp.N GONTINUOUS TO ROOF EDGE i TYP. W <XXX'-XX"> m I I/2' MET.4L DEGK � A S S O C I A T E S ' i i/2" MEraL <XXX�-XX��> Q 12 <RE PLP.N> �� � ROOF R�GK ` <XXX'-XX"> J _ �' � f Q 12 12 Q = 0-� N . i i Q- � i STEEL BEaM W� � i i � �W � i � W � � .4ND SGREDW TOBS UD � RE. PL.°.N � I I � � 12 i � � � z "� TS 4X4X1/4 GOLUMN Q i � � RE PLAN BEYOND w STEEL BEAM 0- � BE/�RS ON PG WALL ARCI-G@�ECTURE� OC �RE PL�.N W � RE 8/5� I P�AI�N�I��i� 3/8" BEARING PLAT� NOTGFi AROUND 6" X 18 Gf'.GE METi�.I�� I�ITERIOR DESIG�I BEP.M WEB STUDS AT 2'-O" �a� �I)-#6 GONTINUOUS �� � � � �� � � 3 AT PERIMETER O� � i i BUILDING TYPIGAL M?.N GABLE STEEL BEA�f /�ISG SHEJ�R � ,�''���� �x a x x x RE PL.4N 3/4" = I'-O" �'�� � San Fraracisco Of�ice SUPPORT P05T SPAGING: I I/2" METAL GONh1EGTION II'-6" ROOF DEGK REN PLANEL BEAM ROOF DEGK STEEL eEAM � 388 Market Street, Suite 380 RE• PLAN �� � � � �� � FULL PENETRATION N�=��`��.�}� ��� San FranciscO, CA 94111 �� � � f Ol�l 12 WORK POINT 3�4�� _ ��_p�� 1^IELP DORMER FFaMING F X: 415 392.454 4" 4" NETAL ROOF DEGK (TYPIGAL) � 8" PREG�ST SLP.B 3/8" STIFFENERS �` i 3/4" = I'-O" . LR ' WITH 3" TOPPING EaGH SIDE STEEL BE.4M, RE: PLAN � � i � Boulder O�'ice I I/�" METAL <X)<X'-XX"> ------ ---- ----------- �� I ROOF DEGK 6" X 18 GAGE METAL x 12 i STUDS AT ��-o�� 1434 Spruce Street, Suite 110 � ' Boulder CO 80302 Q � �- -� I" THIGK SOLID SHIM �„ � 12„ � � # � J (I)- 6 GONTINUOUS p- j � 3/8" STIFFENER EAGH ��"�ULTIPLE PLaTES NOT i AT PERIMETER � T@�: 303.449.4433 -------------- ------------------- - i i 51DE PERMITTED) TOP OF ��� � 12�� ------------ W i BU I LDI NG Fax: 303.449.3366 � GORE WAL EMBED PLATE �� x —x—x a—�'—x �� � i i BEAM POGKET RE. ELE�/ATIO BY PREGASTER � a i i � ` i i I N GORE WP�LL a ° ——— ___ ,___—— a ° a ii TS 4X4X1/4 PESIGhI FOR Z 3k/FT ° � a ° ° ii p ° PREGP.ST GORE WALL ' IP.TERP.L L0�4D ° i a ° < STUB GOLUMN RE PL.4N �LONC-� WP.LL � < � a info�Resor�Design.CO�TI 3/8" X 8" X I'-O" NORTH-SOUTFi) � WWW.ResortDesign.00171 � i , EMBED F'L WITH i i i a (4)-I/2" Q> X 8" H.?..S �� � � � �� � � i i SLIPTRAGK p.T STEEL ROOF BEikM i i i STEEL ROCF BEP.M STEEL BEP.M e BY PREGP.STER � � T O. WALL (TYP) RE• PLAN i I i RE: PLAN RE PLAN a 8,. 3/4" = I'-O" + STEEL GOLUMN i i PURLINS NCT SHOWN PREGAST GOREWALL �� �i� f �� � RE PLAN W I TH i i i RE PLAN W i i FOR GLp.RITY 3/4" = I'-O" I/2" TOP PLATE i i i i �� � � I �I `I� � 12 I'-O" TYP 3/4" = I'-O" � UNLESS OTED OTH RY�11SE I I/2" METAL Z I I/2" TYPE B 3 ROOF DEGK Q 12 20 G.raGE ROOF DEGK � � � � � I O'� I 1 � RE• PLAN WITFf a� Y�IORK f'OINT �p I �� � PUDDL� 1^lELDS ``� 3/4" = I'-O" TO BENT PLATE W <RE: PLAN> � � � AT 3" � � (I)-I/2" ST/��(Dp.RD STEEL N; (� PROVIDE �2)-�10 SGREWS PIPE GOtVTNU0U5 WITH GLIP WELD TO BEAM �. STEEL BEp.M � �✓ THROUGH SLEE�/ES INTO GAP ENDS. PROVIDE 2" � <XXX'-XX"> A�ND SGREW TO STUDS � RE� PLA.N PIPES AT EAGH SIDE 5T/�NDARD PIPE X 4" � W � OF BRAGKET SLEEVES 1�ELDED TO EAGH � � Z TS 4X4X1/4 GOLUMN , p� ' BRAGKET. EXTEND a I/2' X 6' X 8" Q RE: PLi'.N � � � � � GONTINUOUy PIPE THROUGH. EMBED PLATE AT 2'-O" J J � 9-, PROVIDE �' Q� STANDARD , EMBED PLI�.TE BY � � � PIPE X 4" SLEEVES AT �' PREGASTER � � � � BUTT JO I NT� a 6" X IS GAGE META � > o STUDS aT 2'-O" ��)-#6 GONTIh1U0U5 .4T PERIMETER OF � � � ' , BRAGKET 3/8" PLATE �� � i i BUILDING � � � � AT 5'-O" M?.XI MUM I/4 BEriT PL.4TE .�� N � �° �—�—�—x � � WELD TO 2ASE F�LATE (GONTINU�US) a �� - o ° � � � ' NOTE WHERE P0551BLE WELD I I/2" METAL g < � � GOORDIN�TE TO TOP OF ROOF PREGAST GOREWALL ROOF DEGK ��� � ° a8 a � - WITti ,4RGHITEGT BEAM a + tbM YA � BASE PLAIE 3/8" X °� NOTE:°"""� ��� a � � RE: ARGH ROOF 3" X I'-3" V9HERE ANGLE °` RE 4/54.1 F �R PLAN �OR LOGATIOr15 �� SUPPORT IS REQUIRED DORMER � ING � . 3/16"BENT PLATE . 8" PREGAST 5L�4B �-- WORK POINT TO NATGH ROOF (TYPIG?.L) �� � � r �� 1 � �'� � WITH 3" TOPPING I I SLOFES CGONTINUOUS � ° — STEEL ROO� BEAM TO R'�O� EDGE) 6" PREGAST BEARING RE= PLAN (M.4Y NOT . o ALIGN WITH BRAGKET) 3/4" = I'-O" m I I/2"METAL � 3/16 <XXX'-XX"> a WALL ROOF DEGK ai (I)-#h GONT11�1UOU5 WHERE BRAGKET GAN Z � AT PERIMETER P NOT BE WELDED TO 'd 12 J � � � � BUILDING ROOF BEAM, PRO�/IDE (2) � i � � i i LIGHT GAGE STEEL �� i i � L4X4X1/4 (L4X4X3/8 WHERE i i i i OVERFRp.ME � i i � ° —° —xd—z—x—x DISTANGE FROM BRAGKET TO i i i i W � i i � � � oa . . 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I � � �' � . � �-3�-��- Cp J�t BOLTS TO N BEP.M .415G SHEi+.R STE� BEAM 3/4° = i�-o° �, ,� � , �eaG;��,4,' 5-26-m4 Building Permit 1 ii ii I/4" I� (TYP) BENT BEARING GONNEGTION RE PLAN `�o°�Qs FCG`(��v'` (p_��'�� uBC 2 � �FPd�Sdi4�ES��'�� II �� AISG SH�/�R PLATE � ii ii GONNEGTION / — L4X4X1/4 I I/�" MET?.L DEGK ii ii NOTE �-�-�� UBC ii ii METAL F200F DEGK �12X14 / GONTINUOUS TS 4X4X1/4 P.T 4'-O" NOT SHOINN FOR (TYP.) / � � � LADDER FRAMING �� � ------� �� GLARITY I � �� � �I\I � --------------------- u , , u � J �� ii � i ii � � / 3/4" = I'-O" ii u STEEL JOIST OR BEAM ---------------------------- -------------------------- -------------------------------------- ' — r—� — ----------------------- Drawing Tit e: I I I \ —____ _____ l—J ————————————————————————————— �� I � ii i L/at \ � / /\ � / —————_——_— �� � � �� a� � dy �O BE 1'OND 3/Ib" BENT PLP.TE ii � I ii MEGHAT�IIGP.L OPENINC�- �� � ;' TO MATGH ROOF n i i u GOORDItVP.TE SIZE, � i� � SLOPES �GONTINUOUS TS 4X4X1/4 TD Ef�.VE EDGE) ii � � ii LOG�.TION AND NUMBER � �� 12 LOG I G x � � X REQUIRED WITH MEGHANIGP.L � ' �n - i - - - - i- �n - REQUIREMENTS / II i i II -____- - - ------ / � I I/2" M�TP�L I �i ' --------------- ' ii � � i �\ RODF DEGK STEEL BEAM ------------ RE: PLf�N u ii `� � / i , ii ii L4X4X3/8 EAGH SIDE ii� � � � � 4'-O' MAX. � �'' � STEEL BEAM I � � � � ' 12 RE P.RGH. RE: PLP.N ii ii OF OPENING �d � °� RE: PLAN � i i i J RE: u n ii \� STEEL BEP.M (BEYOND) � � PLAN � ii ii � �S' ii RE: PL/�N � i i�� �� �� �p� � TS 4X4X1/4 i i i �� � � � �� 3 � STUB GOLUMN � � D�te: 3/4° = i�-o° 1�-31-�3 (I)-#6 GONTINUOUS - SECT f ON A-� AT PERIMETER OF i i RE GENERAL NOTE5 TYPIGaL BIJILDING i i RE ARGH FOR DEGK ATTAGFfMEIVT Project No: GJS�� 6" PREGP.ST SL/�B � � - WITH 5" TOPPING � � i � i -- --------------- -- GOPE �lERTIGp.L LEG x�-x�xd--� �—�—9�—x a °x x i i Drawn by: pFL EAGH END ° a a d ° Q 2�� � � d L4X4XJ/8 � � ° Checked by: K� 3 TYPIGAL TYPIGAL ° STE� Vi�LLEY BE?.M � NOTE: 8" PREG.45T ° , RE PLAN RE PLP.N � SEGTfON >G-X gR PORT FRAMES .�TK BEARING WALL a STONE VENEER f Sheet: � ALL PENETRATIONS RE ARGH. � � � � I �� `� � �� GRE.4TER TH,4N I'-O" b� � � � � � �1� 1 � SC2UARE �� � � f �i�l 11 3,4�� _ ��-o�� � ' o4 � 3/4" = I'-O" Y o 0 3i4° = i�-o CO 2000 RDA U � a� �N 2NQ — � — � � _ i i�z° ROOF DEGK i2 12 RESORT DESIGN " L�XI/4 GONTINUOUS � _ 6 -- ------------------ --------- METAL STUD JOISTS 3" •• ------------------------------ -------------------------------- �� RE: PL�4 . r-� ; � � � � L—J P•T -O AND VALL WORK POI NT i -- --- ---------------- I -------� � B.�R � -----------� � � � � � �,��; �y�•^��b.�,���� I I/2" TYPE B > TS 4X4X1/4 LADDER I� ROOF D�GK 20 C�AGE ROOF DEGK A S S �C I A T E S 6 PR.4MING 3 �� i i RE: 3/54 O (2)-STUD RIDGE � GONTINUOUS � � . BEAM EDGE ANC�LE BENT RAKE BE,4N1 RE: ARGH .E I OR 2/S4 O i STEEL BEAM RE: PLAN ,,� ROOF BEYOh1D � RE PLf'.N i i �ii I I/2" ROOF DFGK �)-#6 GONTINUOUS i TS 4X4X1/4 ii .� BUI DING ETER OF i i i STUB GOLUMN �i \�� WIOX26 ROOF BEfaM i i EMBED PLATE BY �eRCHITECTIJRE� i R O O F P U R L I N S i i • -------------- ------- ---- -- i i P R�G P.S T E R RE: PLAN II `.\ BEYOND � . E M B E D P L A T E i i P�AI�1 f�1 a NG, C_� �_� �\\ �� � . BY PREGP.STER i i i (I)-#6 GOtVTINU0U5 BENT STEEL BEi�M ���� � i i P.T PERIMETER OF I�I T�R I O R �E SI G101 L5X3X1/4X0'-6" i i i i BUILDING i RE: PLAN i \�` \� (2)-STUD i � i �� i a � �`.� �`� 12 LLH .B.T (3)-STUD i �� � z x ` x�— x—ax i i x x—x�x—Q—x ° FULL PENETR.410N �``� �`� STUB GOLUMN ��„�„�� GOLUMN 1 � a a , a WELD � � i \\\`•�. \\\`•� , (3)-STUD � HORIZONTAL LOAD�� � � ° a � ° a a e 2" � � a San F�ar��isco O�ice \`�� �`� HEADER � ?•►N.4Y FROM BUIL �NG / a a a a l .�\ . 103LBDL + 512 ,L� LL � �\ �� ,� , 388 Market Street, Su ite 380 � � i \\``. \\`� EA ETBEAM � i i ' � �L5X3 TO � a F3" PR�GAST SLAB San Francisco, CA 94111 ��, �� � „ , . i �EMB�D PLP.TE Tel: 415.392.4433 \� � � � � RE: ARGH. WITH 3" TOPPING �., '�� � • • • • • • Fax: 415.392.4454 � � \` \` � 1^IORK POINT �� �� i SLIP TRAGK 6" PREGAST BE.°.RINC� I Y\����\ \\�`.\ � / � � i c•LIP EAGH SIDE Y�11TH i^IALL �� � TOP OF FLOOR � � i i ���� � TOPPING BEYOND ��r � WELD M N�E�GH SIDE �� � � I �� 1 Boulder O ICe � � ``.\\\ �`� \\ POUR ?.ROUND TRIPLE STUD DIAGONAL �"' �' / � , ., . , , , 1 4 3 4 S p r uce Street, Suite 110 BEAM BR?.GE IN SIDE WALL r i i i ' �3)-STUD GOLUMN 3/4" = I'-O" Boulder, C� 80302 `� EP.GH 51DE WALL � � � \\\�`o�\ \\\\���\\ DOUBLE STUD AT '�'��" ;, Tel: 303.449.4433 .� � i END OF SIDE Wi�LL FaX: 303.449.3366 �' � \� �\ �`.� � ,��� i � I2 �� � TRAGK AT 51DE WALL °�'` � EDGE OF SLAB �. . � � i ���\ . 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RE PLAN , Q� i i i i �`�� �`�� `.� I I/2" METAL ROOF DEGK i �� � � f �� � - W�i i i i i BEP.M5X1/4 `�� \ ��� \�`�. 12 WORK P�INT � 3/4" = I'-O" � � � � � - ��' \ • \ • _ � i (2)-TS 5X5X1/4 �\\ ,\ �\ / - i ii i �\\\ �\\ ,\\ _ i i i i STUB GOLUMN `.� ��� ��\ 6 � � 12 � � � � i i i �� �� �� _ i i i i 2"�6" \.�\ �.�\ `.�\ RE: PLAN � � � � � � � � 2„�6„ ���� `•�� `• � EMBED PLATE FULL PENETRATION ARGHITEGT VERI�Y i �'� II 5 � i i � �� .� O �� BY PREGP.STER WELD i i � i EMBED PLATE �`.� �� � ���\ WORK POINT ROOF PURLINS WIOX26 BENT LOGATION � i i i i BY PREGP.STER ���\ ���\ � , RE PLAN Z HIP BE/�M STEEL BEAM x � i � x—x—x—x—x—x—x—x—x—x—x � `.� x � � x—x—x—x—x x—x—x—x Q RE= PLAN a , a a < o . . ° d J I I/�" TYPE B 3�� ° ^ � , ° � `� ° a a � � a° � ° � a a a WORK POINT 20 GA6E ROOF DEGK � a g a a • �� < m 12 I)-#6 GONTINUOUS ° ° ° ° e ` ° � ° � � ° ° � WORK PDINT i P.T PERIMETER OF ` ��� I I \ , BUILDING \\\���\ \���\O ���\ j j RE• PLP.N �� -------- °7I % STEEL BEAM • � `.�\ `.�\ ��� i i RE= PLAN I d a a a MBED PLATE � .� `� i i ��%�x a 8" PREGAST 5�� BY PREGASTER `. `� i i 2� ° p, `. �. i i ��� a < �9± 3 51DE5 FLAT SLAB 1^11TFi /y ��� � i ° ° , a ° a a I � � Revisions: EAGH TS 3" TOPPING q� �� \ �� � � � ^ � M= 2k—FT DL M= 1 k—FT DL \\ '�. ; i TS 5X5X1/4 GC�LUMN a ° a � ` a � 1�-3-�3 i�ro�ress 10k—FT LL 5k—FT LL 4�0,. � ; i �LOOR TO FLOOR a , a � 8" PREGAST LAB RF. n-j i i a < " G SL�4B WITH �� WITH 3° TOPPING 1�-31-�3 Progr�ss COUT FROM BUILDING) (OUT FROM BUILDING) �-pi4,eC X i i EDC�E OF a ' TOPPNG ��,. EMBED PL.4TE BY 1-12-�4 Perm it Cq y i i ROO� 6" X 18 GAG METAL a � PREGP.STER a�°✓`� � � TS 5X5X1/4 SKEWED FL.�.T 8" PRECAST � STUDS AT 2'-�" 4,5 � �--3�-�� Gp 5et i i BEAM STEEL B�AM GORE 1N,�LL � Q la ; �,�� ���a�e�p�.B���B6s 5-26-(�4 Building Permit � i i RE. PLP.N o � ''° i �'L9�''s , a Nore= � � : •� Fo�,°c�°. 6-1�1-fd� UBC 2 - FLJOR SLAB TO �° • I % RE: ARGH STAIR GORE GGRE WF.LL GONT�IEGTIDNS ROOFM EGK �� , \ �it `` � Q �-�-��' UBC Z , �� � � I �� � a a TO BE DETERMINED 4` � 3/4" = I'-O" ° ° � 0 �� � � f �l�l � � - N��,° . . I I RE• PLP�N pso'w`'�Bg Q 'Cv�'o�FEa•F 3/4" = I'-O�� � � � � P�/FS0lfFr€9��4 I i 6" METAL a ° Drawing Title: � � STUD W4LL EDGE ANGLE i � i 3„ I 6" PREGAST BEARING I I/2" METAL i < 1NfaLL ROOF DEGK � � i i i � � � f ��, � ° �I)-#6 GONTINUOUS i i 3/4" = I'-O" � � BUI LDING ETER OF ________________________________________ _ d — x�,x—x—x ---------------------------------------- - O o ,°�f < � �J L ua a ° n TS 4X4X1/4 � � ° / �� ad GfaNTILEVERS i � i RE: 8/54.1 EP.GH TS i i ��2�� M= 2k—FT DL tl DOUBLE TS 5X5X1/4 i i i � 10k—FT LL �� � � STUB GOLUMN 2 v�° � � 2 ii��� �,� �� � $ � �� � Date. 1�-31-�3 = 3 SIDES � � � EMBED PLATE I EAGH TS i i BY PREGP.STER i i ��)-#6 GONTINUOUS 3/ " = I'-O" Project No: SS�� i i AT PERIMETER OF BUILDINC� EXTEND EMBED PLi�.TE � � � I" P.45T EDGE OF SLAB i i ° x�—x—�aa�� Drawn by: pFL FOR GOLUMN WELDING a a a , c a ° a o Checked by: K� � ° RE ARGH. 5'-O" MAX. � 2" � 8" PR�GP.ST FL/�T SLP.B Sheet: '�' �" WITH 3"TOPPIPIG o� �� � � I �I � � �0 3/4" = I'-O" � � QO� i CO 2000 RDA UrnK � %N J J 2�0 _ � — � - RESORT DESIGN - Y�60RK PDINT - ff'_ 3/16" X I'-O" STEEL BEi�M i" TFiIGK SOLID SHIM - GONTINUOUS RE. PLAN RE. 5/S4 O TS 4X4X1/4 AT 4'-O" RE• SEGTION 5/S40 - (aLIGN WITIi BEF�.MS) i I I/2" METAL ROO� .415G DOUBLE SHEAR DEGK I I/2" METAL DEGK GONNEGTION WITH L4X4X1/4 �3)-3/4"Q> BOLTS , GONTINUOUS YP 12 A S S �C I A T E S i2 r- --------------------- ---- ---------------- � ` <XXX'-XX" ry _ � _- __ � _ � - � i � RE: PLAN � � - - � i � TOP OF _ - i ; � �eRCH ITECTU R�, STEEL 4,,, STEEL BEAM RE PLAN P����Q��j� II�IT�RIOR �ESIG�I '-O" MAX STEEL RIDGE BE?.M � PREGDASTE2TE BY RE PLAN E �.RG DESIGN FOR 31k HORIZONT.4L LOAD , ALONG FZIDGE BEAM San �ra�-ocisco ��ice �� � � � �� � 8" PREGL�ST GORE WALL �� � � r �i , � 388 Market Street, Suite 380 I I� San Francisco, CA 94111 3/4�� = i�–o�� Tel: 415.392.4433 3/4" = I'-O" Fax: 415.392.4454 E 3�-� ��2�� 3'-5 I/2�� Boulder Office 1434 Spruce Street, Suite 110 Boulder, CO 80302 i i Tel: 303.449.4433 Pi i Fax: 303.449.3366 �i ii � , oi � ii � t G �� O �� O � info�Resor�Design.com i i www.ResortDesign.com � i � i � � x , TS 6X3X1/4 ; , B�GE , X � � � i � W24X68 i �=____________________________ =____=____=_____=___ =___-____- 2.�0 \- -- , , �, � � � I �i ��\ \ ��\ II //�� � ' /�� � I � �\\\ �\\ i /�� /// � � x , . ., , ,. . ,, x � �,,� �. � ,- / ,, u ,\ , , �I ,' , �,- a � �� \�� -\\\�� I� ��///�'� � I �I � II i i M� \\�\�\ �Q� /�/�// � � � ----- -------- ------- - ---------------------- � � � I I � I m � I �I ----- ---------� L J -------- ------- ! �I _ N i � � L1�1 � � ��i TS 6X3X1/4 X i TS 6X3XI/4 � � �i `r 0 o a � � Q 5/54.0 i S/54.0 � i GO EpW.6•LLS m � � � (TYP.) �I_ �TYF') I BELOW � � � � _ d' � � \ � � � � � � _ _I � - � - ���i V�lIOX26 �i WIOX26 �4 � � � - ' - - - - - - 3 � � i - - - � _� � � > - � � � � � I I/2" METAL DEGK � TS 6X3X1/4 ON TOP OF PG LVALL � �o��ee�6�01P0�Op�0 I I/2" METAL DEGK , �,+` Nr� Dra o' EAGH ��� .4T 12' b,G .: T�•"''QOV,��o�s T5 6X3X1/4 ''`� �P`� �FO�'• � °'� END 2�� ?.T 12" �; � �� � +,�` d BRAGE ^� ��' � � I/4" END PLATE 12 12 0 ��C� WORK 3 � ���, 3 ',, r__, � y � a. ` PDINT 12 � ' � ��''� ��-''�� -� L-n-J� �`�a�'59�, t.e� t?���s,� Re�isions: I II v�`a� ��a�,: � ''' -'""' � � � ,9�a`�'�6P2d�o�4���4� 1�-3-�3 i�ro�ress � � � � ' ' WIOX26 GONTINUOUS 1�-31-�3 Progr�ss � m RE: SEGTION �i/54 O �-�2-�4 P�rm i t ° EMBED PLATE �-�j�-�•� Cp �'jL,ot 3/16" 18" MIN � GONTINUOUS BETWEEN BEAMS BY PREGASTER 5-26-�4 Buildinc� Permit � TS 6X3X1/4 DESIGN FOR 31k TOTP.L BRi�GE LP.TERAL LOI�D P.LONG C-I�-�� UBC 2 PREGAST GOREWALL �LL (EAST-Y�lEST) 7-1-�4 UBC 2 WIOX26 BEAM gTEEL BEAM SECT I ON �-� RE 8/54 O RE, PLAN 3/4" = I'-O" SOLID SHIM SECTION X-X 3/4° _ ��-o�� Drawing Title: �� � � f 01�1 � 3/4" = I'-O" PL/�TE 3/16" X I'-O" GONTI NUOUS WORK PO�NT I I/2" METAL L4X4X1/4 (GONT) ROOF DEGK Q 12 -TS 4X4X1/4 AT 4'-O" J (f�LIGN WITH BEP.MS) � � W TYP I <XXX'-XX"> ��te: Q 12 1�-31-�3 . a �-' ,-' , , ,� . � ,,-' ,�- Project No: 58�� - �,�'� �.'�� STEEL BEAM ��� RE: PLP.N � 41 3/8" BEAR I NG PLATE D rawn by: p F L 2'-O" MAX. NOTGH AROUND BEAM WEB RE ARGH. WEB STIFFENER Checked by: K� 3 ONE ID c � � � � � � Sheet: N I � - . � � 3/4" - I'-O" � i 0 0 � % � N w Q�Z o CO 2000 RDA � U � � �N J 2�fl O — � .� F� _ � _ � RESORT DESIGN io, 8„ �i'-14�� - � �✓" � � � �J � 6�_5�� 4.._3� O'-O„ ° � 8230�-6�� � � 18,-8„ A S S O C I A T E S NO TH - - TOP LE�/EL � . � . i 822q'-6 3/4" V Illk - - - - - - �94k-_ _ - - - - - - - - - - - - - - - � 10" BELOW TOP OF M 620kft � I M blOkft -� - � I � g" - I � � MAIN LE�/EL GOREWALLS � � � r � � � - � I I � N 4 :� � _ � _ �— _ � — � � � � � ' � AR�HI1"ECTURE, O � � i � � � , � I��1�� 1w� (V � 8220'-6" v- 38k- - � - � - - V- 38k I - - - I - - - - � _ � _ � i _ � P�./�01�11�I�IV�.I� 4TH LEVEL M I"130kft _ _ _ M I"Ippkft - _ - -� I�1TERIOR DESIGI�1 � 1 - �-��� j 8�� � '-4" '�' j 1 I - � � 1 1 1 � 1 �y 82Iq'-6 3/4" � i i i �- � i i � � TOP O� j i i � i i � �V � i GOREW�.LL � � � � � i � i San Frarocisco O�'ice � � � i� � � i � i � ' � � � � � i � � ; 388 Market Street, Suite 380 � 8210�-6�� v 25k 1 � � �/ 25k � _I 1 1 1 � 1 SO TH - - - � - - - � - - - � - � - - - - - � 3RD LEVEL M 3220kft � ; M 31�Okf{ � - i _� � _8 � � _ - � San Francisco, A 94 � � � r � � � � Tel: 415.392.4433 � ; i i i � ; g�� �-411 � � ; Fax: 415.392.4454 I/8" = I'-o" � i i i� i i � (V i � � � � ' � � � � � � � Boulder Of�ice , � � � � � , - , � - � ; � 0 � � � 6 � 1434 Spruce Street, Suite 110 E � 3 o E 3 ezoo�-6�� v �sk � v ��k �- � � � m _ _ � _ i � _ _ _ � _ _ _ _ + _ F i_ _ i _ i_ _ � Boulder, CO 80302 8�43'-I 5/8" V bOk v 65k - 10'- " N _ 2ND LEYEL M 4q60kft ; ; �..� 48qpkfi ; ; ; ' ' � - - I- - - - - - - - - - - - - � ' ' ' ' ' , , � Tel: 303.449.4433 BOTTOM OF DE I� 3��kft� M 350kft� I� � - �t- - � � � � � � � 1 1 _ 1 Fa?C: 303.�9.3366 SOUTH 51DE � � � �� I � I ' ' I ' �� � � � 3 3 � i � '-4" � I'-8" 8� ; g�� '-4" �t i � � I'-10" � '-4' � - � � i i i i CTY . 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F�'ti O�u� � MAIN LE�/EL ROOMS � � � � � � � � - - � _ � � � L ` �P O , � v ok i i � �k_--- � � i i i � � TOP LEVEL i � - - - � - - - - � - � - - - � 8187'-6�� .�.� M 1230kft M 1420kft 1 1 + � � � M 542"Ikft - - - kft - - - � - - - - - -1 - - - �- - -� �'_4-" �_4" `lj' 1 1 � 1 � 1 � r� � � MP.IN LEVEL i� i M 5808 � � i �i � � � � � i � � � .. = LOBBY � � � � � � � � � � � � i i � � � � i m 4" � �'-3" � I'-10" � '-4" i � � '1'-3„ � 4„ ,13 5/ 'C�'-O 3 " � N i i � i i � �� ��' `., i � � i � i � �� � . 4' � � � � � i 8�� i 6�_3�� � .� � � i i i — i i � i i � °°�,r� (5�'d i � �i i i i � � i 9e iF �. 4� g� 6'-3" � 8�� i q�_p�� � � 6 � � i � � � °a� ��a - � i � � � � � � � � ���Oerae� ae9 � � i � � � � 8220'-6' � i � � � � i � � L � � � I � 1 I � � ' �/ 38 k � � � v 55 k � 1 1 1 � 1 � ��_7�� 1 - 1 1 � -1'-,�� 1 1 �_ 1 - r � � � I 4" 4TH LEVEL � � M 32�okrt - - - - - —� - • - - - r - - M 26BOkft � � � � I'-4" -4" '�t � i � � � i i � � � � Revisions: 81'76'-2 I/2" li i � i i - - - � - � - - - � � i � � i � i � G.4RAGE - - - � - ' - - - _ - - —; - � � �- -� � � � � � � , � � _ � � ; � ' � ; � 1�-3-�3 i�rogre5s i� � �8„ � q�_��� � 8�� i ii � i � i N i i � � � i i � i i � 1�-31-�3 Pro I'ESS 81'72'-2 I/2" � � —� � � � � � � � � � � g � � i � � � � � TOP OF - - - - - - - - - - - - � � 6 � � � � � � � � 1-12-�4 Perm i t FOOTING/PIT SOUTN ELEV�4TION E,4ST ELEV,4TION NORTN ELE�,4TION UJ�ST ELE1��4TION a2�o'-6" v_ 25k ' � � � 36k � � �_ � _ � _ � ; _ _ � ' ' ; q._3�_�q. Gp 5et 3 R D L E V E L M 4 4 1 0kft � � M 5 6'7 0kft 1 � 1 1 � 1 � i� � X � ��� ��'`�„ � i_q,�� t} � � � � � � i ' i �'-3° iz'-6" ��-3; 5-26-�4 Building Permit i i i ' ' ; i i ; � l�-17-�� U�C 2 I/8" = I'-O" i tV i i � i i 8�� i I'7'-8" � � ' � � � � � � � 7-1-�4 UBC 2 � i � i i I ' i i ' I �q'-o" I i � � C 8200'-6" V_ 12k _ � i `4 � _ v_ �ak - � - - - - � - � � � - - � � ,,-,� �ND LE�/EL M 6440kft � � M 8430kft � I I � � � � � I � I �� � I 10'-8" � � i �� I 1 � - I'-4�� , 6,_3„ � � - 2'-6" 4'-3 � � � , � � � � � � , � Drawing Title: , , � � � � � : � `�'�� ��-3�� a _4' i i 8" � � 17'-8„ i � 8„ � � ; i N i � 2'-6„ a,_2„ � i � � � - i � i � i � � i i � � i � NORTH � � 1 I�I'-O" � 1 I � i 1 \ NORTH SIqO'-6" `r °k_--_ i � _ � - v- �k�' - - - _ i � i � � � � i (n �' I MAIN LEVEL M �590k�t � � M 113'10kft � - —� ~ - � - - � � - - _ � i IL ' �_6�� g�_2�� � � � � g�_2�� _ � '�t' � tll � � d' �, � � � i i � � � i i � 3 � -- i - F — v' � � ��_4° � �_4^ � � � � � 0 m =-�' � Q 3 - - - - - 8�� � q�_4�� � � ; g � �i'-4" ' ; ; 1 1 1 - l� 3 � 1 1 1 I � I j 1 1 j I I 1 � � � ' H H � 10'-8" � � N 1 � 10'-8" ' � � Q- Q _ � w i � i � � i 6 � i � � � i � 50UTH 6' � i 3 W � � � I � I 1 � � 1 I I � N �� � 8'�8�-0�� - ' 1 _ ; _ _ _ _ ; _ � _ _ _ � _ _ ; _ 1 ' - - �- - - - - ' ��te: l�-31-�3 ul i 8176'-O" G�RAGE � i � � - � � i � � � � - - - - - — FOO�G Pro�ect No: 58�� �, m - �-- - - - - SOUTN ELEV,4TfON E,4ST ELEV�4TION NOr'TN ELE�/l�TION UJEST ELEY-4TfON � _ � � � �� �� � sour� � �� � � �2 Drawn by: pFL va° = i�-o�� iie° = i�-o° K� � � � � � �2 Checked by: � NOTE: o I/8" = I�-O" 3. M i5 'rHE UNFP.GrORED OvERTURNi�� MoMENT aT EP.GH o I V IS THE APPLIED SERVIGE LO/�D DUE � LE�(EL DUE TO THE HORIZONTr4L E?.RTHQUAKE LOADS AT t�IOTE Sheet: � TO EARTHQU�cKE P.T EAGF+ LEVEL AND GP.N LEVELS ABOVE IT GAN AGT IN EI�HER DIREGTION iT DOES AGT IN EITFiER DIREGTION NOT INGLUDE ANY VERTIGAL LOA�S OVERTURNING MOMENT p.RGHITEGT SH/�LL VERIFY A.LL '�' - BELOW THE MP.IT�I LEVEL REMP.INS :.ONSTANT DOWN TO THE DOOR/WINDOW OPENING DIMENSIONS 0 2. HORIZONTAL REAGTION /�T THE MAIN LEVEL INTD .4ND GORE DIMENSIONS �ROM GRIDS. f �,h TFiE PREGp.ST FLOOR IS EQUAL TO THE TOTAL �/ FOOTING ,� OR SUM OF THE V'S ABO�/E � m J � O 0 s � Q�� OC 2000 RDA _.'-a — � � � _ ` — � F _ �, r., � 1 C g ,4 RESORT DESIGN ' 12'-6" IS'-3�� 7,_0„ ,_3�� 30'-O" �._��� 2 � _ � � ' Iz'-O" - - - � - - - - � - - � - �'-6� -3„ b230'-6" ' �� i i TOP LE�/EL i � � � I - - - - - - - - - - - - � � � ASSOCIATES ` 8230-6" - � � _ � - i i TOP LE�lEL i � � _ � � � O I I ' • _ (� STAIR GORE #2 � ' RE= 55.0 � ry '-6 ' II'-3�� ,_�, 6�_ m i � i i 3�� 8220'-6" � � 6/52 I � 4'-3" N 4TH LEVEL � � (� TY P � � � I 8220�-��� - � � " � m � � � � I � � � AR�F-B I-f ECTU R�, 4TH LEVEL ' _ c0 0' 8200'-6" 8� _ _ _ _ _ _m _ � PLANh10NG� � � i �I i 3' � 2ND LEYEL I F -� ��1TERIOR DESIG9�1 - 6/S2I i i _ tl1 - � 6'-3" - TYP Z�_6�� _ � N -O' 4'-6" m SIq2'-5" � � � � i dl 8210'-6" � � � 3RD LEVEL i � - - - MAIN LE�/EL SKI ROOM `� � i V -6' 8'-4" -6 ' 5'-4"� -6 ' 6 - ,_ ,� ry � (V � � = 81q0'-6" �_ - - 4 - - - - - - - San �rancisco Office 82io 6 — m - - 3RD LEVEL " i � , , , �i MAIN LEVEL _ _ i � W _ 388 Market Street, Suite 380 � � � �I' - N � 818q'-6 3/4" - - - � - - - - - - - _ m ry \ — San Francisco, CA 94111 TOP O� Tel: 415.392.4433 � � — � N -� 4 -�' m FOUNDATIOhI �aLL � 8 -� Fax: 415.392.4454 i i i 4� 8200'-6" - - � - - - - � 2ND LE�/EL _ a- i 4,-p„i � i i - STEP IN FOUNDATION Boulder Of�ice 8200'-6" i i tl1 � AIVD FLOOR 2r1D LEVEL d� ' 1434 Spruce Street, Suite 110 ° '� �o" PREC.4ST UJ.4LL C�RID 3 NORTN ELEV�4TION Boulder, CO 80302 � rvorE � � , o, 4,_6., m �/8" _ �'-o" Tel: 303.449.4433 8" THIGK WALL p.RGH TOP OF � FaX: 303.449.3366 BELOW 2ND LEVEL 81G0'-6" _ - THIS SIDE ONLY 4� ��� 4'-�" OPENING _ _ _ _ _ _ _ - RE• Af2GHITEGT MAIN LEVEL - - - �- -� - 3 �I' i i I'-G" - 818G'-6 3/4" - 12'-6" 5'-10" TOP OF i3'-4" info�Resor�Design.com I i POUNDATION iNALL � �p 18,_,,, WWW.ResootDesign.C�ITI ' 818�-6" MAIN LEV�L - - - - - - - - - - - — 7�_��� 8�00'-6" - - � - - -tt i - - — - - - - - - - � " PREC.4ST UJ,4LL C�RfD B UJEST ELEV.4TION 2ND LEVEL ' 8186'-6" ry N I/8" = I'-O" q�_��� - - GOVEFZED ENTRY � � � 81q2�� �� 8185'-6 3/4" '-31" MP.IN LEVEL � � � SKI ROOM � 3" � ` TOP OP � " PREC.4ST UJ,4LL CzRf D F E�ST ELE1��4TION '-6" '�-'�� FOUNDATION Y�.LL I/8" = I'-D" 8230'-6" _ _ _ � _ _ _ _ i _ _ 81�11'-7 3/4" TOP LEVEL - � TOP OF - FOUNDATION YJALL I I N 5.4 5 4 3 2.� 2 - 6'-3° �z�-6° �z�-�° 6'-3° ���-o° 4'-3° _ � � ro " PREC,4ST UJ.4LL UJEST OF G��'ID .4 UJEST ELE1/.4TION � i�8° = i,-o„ � 8230'-6" - 8220'-6" � - �- - � - � , - - � - � - - - - - - � - � - - - � - - 4TH LE�/EL _ � TOP LEVEL � � � - m � � � 5 � I I c!� ;� 4'-6" 12'-8" � Ld�l � i � i � i i i ry i i 8 -� 5'-� \ N i i � I7'-2" � � � � 8220'-6" � � � � � � � � N b210'-6�� (V _ ' 8210'-6" � � � 3RD LE�/EL � 3RD LEVEL i J � 4TFf LEVEL _�- - - - - � - - I - - - - - - � � — 8209'-O" - - - - - - — � � � �t � � � d' - � m I ' STAIR GO IE #I I I m - � I I � TOP OF - i � � � � `� . � � RE: SHEET�S O � � �0 , d' Wf'.LL �0 (n � � - N I � I � I 6�_6„ 4�_6�� 6�_6,� ,_a,� N N � - ry I'_3„ �_6, � � - � � - - N � i 6' I'-10�� �_6� 12'-10�� �I � � � 8210'-6" � � � N � 8200'-6" - - - - i -� - i � � - 3RD L�VEL I � I 2ND L�VEL � 8200'-6" _� _ _ _ _ � _ _ � I I � m i i 2ND LEVEL � � � m 20�-0° I m = �p ` � t�9 � ' I I i i i cp ❑ , N I I "ry 6'-6�� 4�_6�� 6�_6�� �_q�� � i i '-O" � � — � ' _ _ 81�10'-6" " I'-6" '-6" 5'-3" '-6' 5'-I I" 8200'-b�� � � ' � I (V � � � lT 81q0'-6' - - - - MAIN LEVEL i `'�� �Niiilo►ei`o�� i 2ND LEVEL _�- - I - - - � - - I - - - - - - _ - _ MAIN LE�/EL _ - - - - -I - - - - � �04+P' oM�'�'9��0. 8i8a�-6 3/4�� - ��-O" 8i8q�-6 3/4" � � :� � Fp�.�O�o� � � � I � � I I - 2'-O" TOP O� N � �r � °- m m TOP OF 18'-8" � _ � I I � FOUNDP.TION WALL FOUNDATION Wr4LL � i - � j � � � � � - � � I = � ��� : Re�risions: � I � �o " �'I�EC,4ST UJ,4LL C�RID C.� �,4ST ELE1�.4TION �o " P EC/�ST UJ.4LL C�RID .4 UJEST ELE�/�4T1' NG��.�R I I � ,_ „ �s�-o° ii8° = i�-o° ve° = i,-o„ .,��� ' Co��ee°°�� 1�-3-�3 i�rogre5s ��O/OIIOIE19o'�� � 5'-3" � � � �. � � 1�-31-�3 i=rogress ��a,�-6�� - - - � - " - - � - - � - �� - -�-- - - - - - � 2 3 4 1-12-�4 Perm it ML�IN LEVEL - '� - - - - � 25'-6" � 4'-3" 12'-6" b'-6" �--3�-��- Cp Jc�°t 8186'-6 ✓/4" _ _ 12'-O" TOP OF � � 8z3o'-6" _ _ _ _ _ _ _ � 2s�-s�� � 5-26-(d4 [3uilding Permit 1 �OUh1DATION WALL TOP LEV�L � (�-I�I-�� UBC 2 - � �_ � �_4�� 6�_6„ �_4„ ,_�, �_�� � � 7-�-f�4 uBC 2 �o " PREC�4ST UJ.4LL C�RID C: WEST ELEv.4TION ��� o I/8" = I'-O" 3" 8230'-6" - (V � 6/SZ I TOP LEVEL 8'-O" G'-O" � � � TYP. - I I � - b220'-6" ` 822�'-6" - 8220'-6" � - 4TH LEVEL � 4TH LEVEL - 4TH LE�/EL � � - 6 _ � �_ N N i i � Drawing Title: - � � m ° - 6/521 N �0 `9 d1 `� 4'-q„ �_6, i TYP 8220'-6" �— _ 2'-3" '-6" '-3"� I'-3" 6'-6" I'-3" � N :� 4TH LEVEL _ (V � � d� 8210'-6" 6 8�10'-6" � 8210'-h" � 6 � � - m - i � � 3RD LEVEL 3RD LEVEL 3RD LEVEL _ � � � � �' m " I - � -I" -O" -4" 6'-6" -4" -O' -O � ' �0 � .0 4'-�i„ ,_6, 8210'-6" N . , , , . , _ - Z'-3,� �_6�� �_3���9 I'-3" 6'-6" I'-3" ' - � - - - - � � � i i N 3RD LEVEL � i i 8zoo�-6�� 6 Date: l�-31-�3 8zoo�-6�� - - - - -� azo��-6�� - - - - - � - � - � - - - - — m - 2ND LEVEL 2ND LE�/EL 2ND LEVEL i N � � N � � � - NOTE - \ - �4RGH TOP OF - �� 6'-6" -4" -O' -O i _ OPENING � � azoo�-6�� � � � � Project No: 58�� (n RE• ?�RGHITEGT 2�-10" - - - - - - - � 2'-3" '-6" '-3" i � 2ND LEVEL I- � _ - 81G0'-6" _ I'-3" 6'-�6" I'-3" Q SIGO'-6" � � � Drawn by: pFL - - 6._6„ MAIN LEVEL - - � - MAIN LEVEL � � � 818�i'-6 3/4" - 818�'-6" _ _ _ 818'7-6" _ _ +_ _ _ _ _ _ _ 6" PREGAST WALL 8" PREGAST Wi�LL � Checked b : K� � TOP OF MAII{ LEVEL LO - - MAIN LE�/EL LOBBY - - ° �OUND.4TION WALL 8186'-6 3/4" �1 - � � - - � � 8186'-6" N ry Slaeet: � 8" PREG.4ST W,4LL NORT�II�JEST TOUJER EXTERIOf� ELEu,4TION FOUNDATION Wr4LL - GOVERED ENTRY , ` ��" P oEC,4ST UJ,4LL C�RID ,4.5 UJEST ELEVATION � - I/8" = I'-O" SI85'-6 3/4" �� CT1'PIC.AL 5 UJ.4LLS) g" PREC,4ST U1ALL SOUTI-IE.4ST 70l.UER EXTEi�'fOR ELEV.4Tf roP oF �o " PREC,4ST UJ,4LL G-�RID E UJEST ELE�/.ATION ' �� I/8" = I'-O" FOUNDATION WP.LL I/8" = I'-O" � - oo CT`i'PICAL S W.4LLS� CO2000 RDA � Q O U � a�� ^ /-�t,a � t , r PLUMBING FIXTURE SCHEDULE GENERAL NOTES: MECHANICAL LEGEND RESORTDESIGN - AFF ABOVE FlNISHED FLOOR ��,) ROOF DRAIN AFG ABOVE FlNISHED GRADE eF/S FlRE/SMOKE DAMPER SYM. TYPE A.D.A. ACCESSORIES FINISH MANUFACTURER & FAUCET TRIM 1. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO BFG BELOW FlNISHED GRADE - MODEL NUMBER MFG. & MODEL # REMA�KS COMMENCEMENT OF WORK. REFER TO ARCHITECTURAL DRAWINGS FOR ALL soP BOTfOM OF PIPE FROM FlNISHEQ-FLOOR --- � FlRE DAMPER DIMENSIONS. c� CUBIC FEET PER MINUTE 1�) EXHAUST FAN ON ROOF W/ DUCT TIiRU ROOF. CLG CEILJNG � POINT OF DISCONNEC710N ARAGE 2. IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION DOCUMENTS, coNN CONNECT e POINT OF NEW CONNEC710N _ P� TRENCH - - CAST IRON ZURN Z-793 - - cor� CLEAN OUT TO GRADE pRAIN MATERIALS AND/OR EQUIPMENT SHALL BE IDENIIFIED BY THE DN nowr� � SiRAINER W/ BLOW-OFF VALVE A S S_O C I A T E S �' SUBCONTRACTOR WITHIN A REASONABLE TIME TO ALLOW SELECTION, (E) IXI511NG P 2 F L O O R D R A I N - T Y P E "B°-S T R A I N E R B R O N Z E ZURN Z-415 - 2° �_ry,p. P U R C H A S E, A N D D E L I V E R Y S O AS TO PREVENT DELAY ON THE JOB EAT ENTERING AIR TEMPERATURE �(] SCHEDULE. EXH EXHAUST SHOCK ABSORBER H+g W+H EWT ENTERING WA7ER TEMPERAlURE HOSE BIBB / WALL HYDRANT FBO RIRNISHED BY OWNER T�k 3. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE �q7 LEAVING AIR 7EMPERAiURE P3 HOSE BIBB - - BRASS WOODFORD MODEL 24 - - SATISFACTION OF THE ARCHITECT. 1.wr LEAVING WATER 7EMPERAiURE � � , NIC NOT IN CONTRACT �Fl.OW SWITCH EQUIPMENT 4. PAY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS. oen OPPOSED BLADE VOLUME DAMPER P4 - - CAST IRON ZURN Z-1910 - _ PRIOR TO FINAL PAYMENT, TURN OVER TO ARCHITECT ALL CERTIFICATES o.C. oN CEr��t � ARCHITECTURE ROOM DRAIN � OF COMPLETION. OSA OUTSIDE AIR SMOKE DE7ECTOR / �. ���� - PLANNING * FIXTURE EQUIVALENTS: AMERICAN STANDARD, KOHLER, CRANE, UNIVERSAL RUNDLE, 5. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND uNO uN�ss No�u oniEaw�sE � TEMPERATURE CONTROLLER INTERIOR DESIGN FIAT, STERN WILLIAMS Q LABOR WHICH MAY OCCUR UNDER NORMAL USAGE. THE GUARANTY SHALL BE -sMS- sNOwM�r suPP�Y DRAIN EQUIVALENTS: JOSAM, WADE, SMITH, ZURN FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL -sMR- sNOw�,i�1r R�uRN __ � ACCESS PANEL FAUCET EQUIVALENTS: CHICAGO FAUCET, SPEAKMAN, KOHLER, DELTA, AMERICAN STANDARD -HWS- HEAT1NG WA7ER SUPPLY - SUPPLY DUCT DOWN BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. -HWR- HEAl1NG WATER REiURN � -CHS- CHILLED WATER SUPPLY �J RETURN/EXHAUST DUCT DOWN - - - 6. PROVIDE RECORD DRAWINGS TO ARCHITECT. DRAWINGS SHALL -cHR- cHwFn wn�t R�uRN IURNING VANES SHOWN IN 90� �eow T� AB I N ET H EATE R SC H ED U LE INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, -CS- CONDENSER SUPPLY � � San Francisco Office REROUTINGS, ETC. _GR- NATURALG S�RN - - � SINGLE BLADE DAMPER ( SB D ), MOTORIZED �QQ�� SUI�3SO H EATI N G C01 L MAN U FACTU RER * -MG- MEDIUA� PRESSURE NATURAL GAS , , , 388 Market S MARK TYPE CFM HP/WATT REMARKS 7. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR � DAMPER, OPPOSED BLADE DAI�PER ( OB.D. ) San Francisco, CA 94111 GPM P.D.(FT.) T.MBH EWT (�F� & MODEL N0. CONIINUOUS OPERATION PRIOR TO ACCEPTANCE BY THE OWNER. - c- c�YCO���n � -� � Tel: 415.392.4433 VERIICAL -- ooMESnc co� wa� �!�-� AIR EXTRACTOR F87C 4�Jr.392.�� CUH-1 525 110W 1.4 2.6 30.0 �gp TRANE _ 8. SYSTEMS SHALL BE TES7ED FOR PROPER OPERATION. PERFORM AT A ---- �oMesnc HoT wn�R �-� DUCT SIZES ARE OUTSIDE SHEET METAL CABINET FFBB-0601 MINIMUM ALL CODE REQUIRED TESTS OR SYSTEMS. IF TESTS OF WORK ARE ----- Hor wn�tt ciRCUU+nNC z� 2 DIMENSIONS. 1ST N0. IS SIZE OF SURFACE DEFECTIVE, CONTRACTOR SHALL MAKE CORR ECTI O N S N E C E S S A R Y A T N O - F - FlRE uNE s H O w r�. 2 N D N 0. I S D U C T D E P 7 H. B o u l d e r O f f i c e ADDITIONAL COST TO OWNER. -PW- PRESSURIZED WA57E SUPPLY REGISTER VERTICAL TRANE V- PLUMBING VENT PIPE slg-� UH-1 1100 1�8 9 0 .1 88.0 120 - -CV- CHEMICAL VENT PIPE 1 4 3 4 S pru ce S t re e t, Sui t e 1 1 0 H Y D R O N I C U M S-7 0 S 9. ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND -� c� * , -W- WASTE PIPE ; = ��g� RETURN AIR OR EXHAUST AIR RE6ISTER. BOUICI@I'� CO HO3O2 MCQUAY, MODINE EQUIVALENT INSTALLED AS PER MANUFACTURER S SPECIFICATIONS AND -cw - cREnsE wns� P�PE � Tel• 303.449.4433 RECOMMENDATIONS. -cw - cHEMicn� wns� aiPE _ r�,t�y SUPPLY DIFFUSER; ARROWS INDICATE � S- SANITARY SEWER PIPE �sg'� DIRECl10N OF 'THROW F�X: 303.�9.3366 10. FAILURE TO ORDER, OR RELEASE ORDER FOR MATERIALS AND/OR -sT- sTORM �RniN PiPE EXHAUST FAN SCHEDULE EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE sT( F)- STORI� DRAIN OVERFLOW PIPE a�� DOOR GRILLE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. � �711R1/FLOW INDICATER � SECTION 7HRU SUPPLY AIR DUCT. FAN MOTOR -�T{- BUTTERFLY VALVE SEC710N 1FIRU OUTSIDE AIR INTAKE, MARK TYPE S.P.O SL S.P.� ALT. VOLTAGE MANUFACTURER & ACCESSORIES REMARKS ». PROVIDE NECESSARY 7RENCHING, BACKFILL, EXCAVAl10N, SUPPORTS, ---fla- SHUT OFF VALVE (BALL, GATE, BUTTERFLY) � RE7URN AIR OR EXHAUST DUCT info�ResortDesign.com CFM HP/WATT � MODEL N0. SAWCUTTING AND PATCHING, CONCRETE/PAVING, ETC., AS REQUIRED. c�- GLOBE VALVE .p�po- DOUBLE CHECK BACKFLOW PREVENTER www,ResortDesign.com � ' IN W.C. IN W.C. PHASE BACKFILL TRENCHES IN 6" LAYERS AND TO 90� COMPACTION AND PATCH TO --I�� CHECK VALVE �� PIPE ANCHOR MATCH EXISTING GRADE. �.�- FLOW CONTROL VALVE , -�- PIPE EXPANSION JOINT EF-1 CEILING 800 0.22 0.20 1/8 12p/10 Q COOK BACKDRAFT ELEVATOR MACHINE ROOM ' � GC-820 DAMPER -� eau vawE _ -�mm- FLEXIBLE CONNECTOR 12. REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH - �- - sA�nr REU�' va�.vE --�- PLUG OR BALANCING VALVE WALL EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN T�_ COOK BACKDRAFT DAMPER --(8}- CIRCUIT SETTER VALVE AIR VENT EF-2 14 000 0.40 0.40 2.0 208/3 WALL COLLAR GARAGE EXHAUST CONTINUITY, APPEARANCE OR FUNCTION. -� PLUG VALVE IN RISER � PRESSURE - TEMP TAP r, PROPELLER ' 42 XLWH WIRE GUARD _� PRESSURE GAUGE W/ PIG TAIL & COCK � V GA1E OR GLOBE VALVE IN RISER �"-'� � 13. TEMPORARY HEAT WILL BE FURNISHED BY THE GENERAL CONTRACTOR. pRaN vn�v� w/ HosE EN� �---I TM�MOM� EF-3 CE�LING 90 0.10 010 17.4W 120 10 PANASONIC BACKDRAFT USE OF THE PERMANENT HEATING SYSTEM WILL NOT BE ALLOWED. � � FV-08VQL DAMPER UNIT BATHROOMS -p4Q- TEMPERA'fURE CONTROL VAWE � � 7HERMOSTAT 14. PROVIDE 4" HIGH CONCRETE EQUIPMENT PADS BENEATH FLOOR -�1- PRESSURE REDUCING VALVE � VACUUM BREAKER J MOUNTED MECHANICAL EQUIPMENT, IN ADDITION TO ANY BASE ASSEMBLIES ---�- so�oi� vn�ve --I� HORIZONTAL CLEANOUT �•�• EF-4 CEILING 600 0.2 0.2 183W 120/1 COOK BACKDRAFT ELECTRICAL ROOM REQUIRED BY MANUFACTURER. --pgp- PUMP dt E�UIP�IENT CONNECTOR -� VERTICAL CLEANOUT � GC-72O DAMPER --{I� PIPE UNION � FLOOR DRAIN � 15. COORDINATE ARCHITECTURAL, STRUCTURAL, MECHANICAL, FIRE � ROOR SINK Q � COOK BACKDRAFT PROTECTION, ELECTRICAL, LANDSCAPING, AND INTERIOR DESIGN DRAWINGS � � EF-5 CEILING 600 0.2 0.2 183W 120/� GC-720 DAMPER VENDING ROOM PRIOR TO INSTALLATION. 16. CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND PHASE S I N G L E L I N E D U CT LEG E N D Q� W EF-6 IN-LINE 300 0.4 0.4 g2W 12p/1 COOK BACKDRAFT LOCKER ROOM AVAILABLE. r, O ' GN-520 DAMPER v * PENN, ILG, GREENHECK, CoOK. ACME EQUIVALENT 17. MOUNT ALL STATS AT 4's" A F.F. OR AS DIRECTED BY OWNER COORDINATE SIWGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE V J O LOCATION WITH WALL FINISH, AND TO AVOID CASEWORK, FURNITURE, DOOR SWINGS, � J , �„ H E A T S O U R CES, AND EXTERIOR WALLS. NOTIFY ENGINEER OF ANY CONFLICTS � � � PRIOR TO BEGINNING THERMOSTATS AT INSTALLATION. �icr� �� � VOLUME � � BOILER SCHEDULE 18 PROVIDE Ya" GALVANIZED MESH SCREEN ON ALL COMBUSTION AIR DAMPER � J O � HEATING CAPACITY DUCTS OR OPENINGS, AND ALL OPEN AND RETURN AND EXHAUST DUCTS. ��� (ROUND) 90' TEE (ROUND) 45' RADIUS ELL. CONICAL SPIN IN J ' � Z Q O MANUFACTURER* O � V MARK SERVICE TYPE INPUT � OUTPUT � MODEL NUMBER REbARKS 19. ALL DUCTWORK DIMENSIONS ARE OUTSIDE SHEET METAL DIMENSIONS. , - SL MBH ALT. MBH DUCT LINER HAS BEEN ACCOUNTED FOR. � � SEE DUCT MANUAL VOLUME DAMPER � (� . � FORCED WEIL MCLAIN TAKE-OFF �_ RIGID � N J B-1 BUILDING 310 250 _ 20. DUCTWORK NOTES: DIAGRAM. DRAFT ULTRA 310 45' TEE (RECTANGULAR) 90' TEE (RECTANGULAR) DUCT DROP SYMBOL �X FLEX DUCT Q � Q A. DIFFUSER NECK SIZES IS SAME AS FLEXIBLE DUCT SIZE. = V \ * 1. BURNHAM, PEERLESS, OR H.B. SMITH EQUIVALENT / 2. RAYPAK, TELEDYNE-LAARS, OR LOCHINVAR EQUIVALENT 21. REFER TO PLUMBING FIXTURE CONNECTIONS SCHEDULE FOR PIPE � O SIZES TO INDIVIDUAL PLUMBING FIXTURES REDUCER � J '` � PUMP SCHEDULE 22. PROVIDE SHOCK ARRESTERS AT ALL DOMESTIC HOT AND COLD WATER DUCT SPLIT 90' RADIUS ELL DUCT RIS�E S MBOL 90' ELL M � BRANCHES SERVING FIXTURES AND EQUIPMENT WITH QUICK CLOSING W VALVES. SUCH FIXTURES AND EQUIPMENT INCLUDES FLUSH VALVE WATER MARK SERVICE TYPE GPM TDH FLUID MOTOR MANUFACTURER * SUCT DISC REMARKS c�osETS, DISHWASHERS, ICE MACHINES, ANd CLOTHES WASHERS. SHOCK - � I- ��� HP RPM VOLT/P MODEL NUMBER TUBE HAMBER,LANDE PPROVED FOR IVNSTALLATIONNWITHW WALLS WITHOUT FIXTURE CONNECTION SCHEDULE O ACCESS PANELS. SIOUX CHIEF OR EQUIVALENT. BELLOWS TYPE NOT J P_� HEATING BASE 220 60 WATER 5 1750 208/3 TACO 3° 2Yz•• _ ACCEPTABLE. = WATER MOUNTED FE2508 FIXTURE HW CW WASTE VENT d W I TACO VATER CLOSET ( FLUSH VALVE ) - �" 4" 2° J P-2 MELT IN-LINE 30 30 GL�OL � 1750 208/3 KV1506 ��� �'�p - VATER CLOSET ( FLUSH TANK ) - y2" 4~ 2° (Z@VISIOIIS: � a � IRINAL ( WASHDOWN ) - �'4° 2" 1Y2" PEi�MIT S�T 1�-�9-�� � P_3 CORRIDOR IN-LINE 15 20 50%° Y4 1750 120/1 TACO �y�" �y�" _ IAVATORY y�" y�" �y�y �y2� i HEAT GLYCOL MODEL 1611 - � ERVICE SINK �fi" �i" 3° 2° Q1 BLDC�. p�}�t. �- � TACO ` N P_4 HOT WATER IN-LINE 15 20 WATER Y4 1750 120/1 �Y2� �y2�� _ NOP SERVICE BASIN Yz" Yz° 3° 2° SUSMf-TT�4L 06-�2-0� �; RECIRC. MODEL 1611 `� [RINKING FOUNTAIN / E.W.C. - '��� �'�� �'''�� Q �$�DCx. D�PT. �- � MITCHEN SINK W/ DISPOSER ��� ��� Zp ��� SUBI`11TT�4L m6-3�-(D� o P_5 RADIANT IN-LINE 25 30 20% 1 1750 208/3 TACO ��.. ��„ � FLOOR GLYCOL KV1506 - EATHTUB / SHOWER �4° �4" 2" 1Y2" o _ - °' ZOELLER (LOTHES WASHER ROUGH-IN +�i" y�" 2" �y2" � �- � SP-1 P�MP SUBMERSIBLE 50 15 WATER 1/2 1750 120/1 BN268 - 2° DUPLEX PUMPS CISHWASHER ROUGH-IN _ y�" - 2" �y2" _ � o EAR SINK y2" y�" �y�" 1y2~ -- - - SP_2 SUMP SUBMERSIBLE - - WATER - 1750 120/1 ZOELLER m PUMP _ - - - - a - _ � � , � * B&G, OR AURORA EQUIVALENT _ Drawing Title: � 9ZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. ��CT'T�I V�Cf�eL HEAT EXCHANGER SCHEDULE IuINIMUM PIPE SIZE TO 2 OR MORE FIXTURES IS 3/4 . _ SC���/�FL�S �� 3 ELL FIXTURES LISTED ARE NOT NECESSARILY USED ON � X FLOW RATE ENTERING LEAVING MAX. PRESSURE FOULING H�T MANUFACTURER &* 1�IS PROJECT. -- -- - �Ot�C � MARK SERVICE TYPE SIDE FLUID • REMARKS ''3ATHTUBS AND SHOWERS ARE TO BE BE SPECIFIED THERMOSTATIC MIXING VALVE. Q � 7 a (GPM) TEMP. ('F) TEMP. ( F) DROP (FT) FACTOR TRANSFER (BTU-�) MODEL N0. '1°UBLIC WATER CLOSETS TO HAVE OPEN FRONT SEATS. - 2 M � -- °' HOT 26.0 WATER 200 170 5.0 � � N HX-1 SNOWMELT BRAZED 0.0005 375,000 MODEL WP3-50 - ---- ; - Z COLD 28.0 50� GLYCOL 110 80 5.0 Q HOT 11.5 WATER 200 170 5.0 -- � � -- o HX-2 CORRIDOR BRAZED 0.0005 165,000 MODEL WP4-44 - X COLD 18 5 50� GLYCOL 180 160 5.0 - o - - - - - - -- -- - -- - � HOT 11.5 WATER 200 180 5.0 Date:�-�- �_23_��. 0.0005 190.000 WT� - - - ----- - ,.,,�u�ix�sn�� � - � HX-3 RADIANT BRAZED , ` r r �j'` _ � COLD 18.5 209� GLYCOL 110 90 5.0 MODEL WP3-30 - _ _ _ _ _ _ � * TACO, B & G, PATERSON-KELLY, OR ACE BUEHLER EQUIVALENT - - � - '�° V� ���; _ _ ° -- -- --- - - --- �� _ - Project No: 231"f 9.�0 V ' r� �� _ � �` �y a - - ` � HOT WATER GENERATOR SCHEDULE -, - ��� a' .a� . V -- N � � o � -- - � �q s _ Drawn by. �p}� �, ~ TANK \ " � � FLOW RATE ENTERING LEAVING MA;C. PRESSURE FOULING STORAGE CAP. MANUFACTURER* . ' � ,� , MARK SERVICE TYPE SIDE (GPM) FLUID TEMP.' F TEMP.' F GROP (PSI) FACTOR GALLONS & MODEL N0. DIMENSIONS REMARKS Reviewed by. �� a _� _ _ _ _ , , - "' LxD ' -- - - - - � --- - - - - - --- i DOMESTIC HOT 65.0 WATER 180 160 5.0 --- `- � -- - -- - - - - Tm�T - �' WH-� HOT WATER SIDE ARM 0.0005 900 DW10A 8/D54-900 54"x95" PROVIDE VERIICAL TANK __ ___ � _ __ _ _- �VL�v SIIE@t: - - ; COLD - WATER 40 120 5.0 � �*T�� / e ° tilv � * B & G. PATTERSON-KELLY. OR ACE BUEHLER EQUIVALENT. -_ _ � CONSTRUCTION -NOTE:--�ons�ulting mguieers, ��. � Ldce Taho� (530)550-7334 pro�ec{Na 7953.01 � _ � ' c°� -- Va1 970)949-6108 �py��T Z�{ o i CONTRACTOR SHALL BE RESPONSIBLE-FOR - � TRADE COORDINATION AND FIELD-ROUTING. D��' (�3��8-3820 , - irr�r bece.com , � � , r r � -- - - � . / �� ! ' - r� fl.-°. k RESORT DESIGN - FAN COIL SCHEDULE (HYDRONIC) � . y � FAN COOLING COIL HEATING COIL _ VIARK SERVICE TYPE ESP ELEC EAT EAT LAT FILTER MANUFACTURER* REMARKS ___ -- F CFM db wb db GPM P.D (FT) T.MBH S.MBH EWT ('F) EAT LAT GPM P.D.(FT) T.MBH EWT('F) WTD('F) & MODEL N0. � ALT � S.L. HP VOLT/PH F ('F) ('F) (IN W.C.) (IN W.C.) (' ) ('F) ('F) AS S OC IATES FC-1 CORRIDOR HORIZONTAL 950 0.6 0.64 1/4 120/1 90 62 55 5.5 5.0 26.3 26.3 45 -20 102 7.D 13.5 92.0 180 30 1"T.A. �ANE 1p07� OSA BCHB 036 FC-2 CORRIDOR HORIZONTAL 750 0.6 0.64 1/4 120/1 90 62 55 4.5 3.5 21.0 21.0 45 -20 102 5.D 7.3 72.5 180 30 1 T.A. �ANE 100�OSA _ , �� BCHB 036 TRANE ARCHITECTURE, FC-3 UNITS HORIZONTAL 350 0.5 0.53 210W 120/1 75 62 55 1.5 3.0 5.7 5.7 45 72 102 O.a 0.9 10.3 180 30 1"T.A. FCE6040 , _ _ __ _ _ P�/�1NN�NG� - - - - INTERIOR DESIGN FC-4 UNITS HORIZONTAL 450 0.5 0.53 200W 120/1 75 62 55 1.5 3.7 7 0 7.0 45 72 102 O.a 1.1 14.0 180 30 1 T.A. TRANE _ �� FCEB060 � FC-5 EMPLOYEE ROOM HORIZONTAL 300 0.3 0.32 1/4 120/1 77 62 55 4.0 6.0 18.3 18.3 45 60 102 1.0 0.6 10.0 180 30 1 T.A. �ANE 40 CFM OSA �� BCHB 012 San Francisco Office ' TRANE 388 Market Street, Suite 380 FC-6 OFFICE HORIZONTAL 600 0.4 0.42 1/4 120/1 77 62 55 2.5 1.4 10.5 10.5 45 63 102 1.S 1.9 18.6 180 30 1"T.A. BCHB 024 60 CFM OSA San Francisco, CA 94111 Tel: 415.392.4433 TRANE - - F87c: 415.392.4454 FC-7 VESTIBULE HORIZONTAL 600 0.4 0.42 1/4 120/1 77 62 55 2.5 1.4 10.5 10.5 45 63 102 1.S 1.9 18.6 180 30 1"T.A. BCHB 024 60 CFM OSA Bouider Office '�' FC-8 SKI LOCKERS HORIZONTAL 280 0.4 0.42 1/4 120/1 90 62 55 1.5 1.1 7.8 7.8 45 -20 102 Z.V 3.5 27.8 180 30 1"T.A. �ANE - --- - - --- - 100% OSA _ BCHB 012 _ 1434 Spruce Str�eet, Suite 110 Boulder, CO 80302 FC-9 WORKOUT HORIZONTAL 400 0.5 0.53 1/4 120/1 78 62 55 1.5 1.2 7.3 7.3 45 59 102 1.0 0.7 14.0 180 30 1 T.A. TRANE 60 CFM OSA Tel: 303.449.4433 �� BCHB 018 Fax: 303.449.3366 FC-10 CONFERENCE ROOM HORIZONTAL 600 0.4 0.42 1/4 120/1 86 62 55 3.0 1.9 14.8 14.8 45 8 102 3.D 1.9 45.0 180 30 1 T.A. TRANE 420 CFM OSA �� BCHB 024 info�ResortDesign.com '' =C-11 LOBBY HORIZONTAL 1000 0.6 0.6 1/2 120/1 81 62 55 4.0 4.2 20.0 20.0 45 40 102 3.� 10.5 49.5 180 30 1"T.A. �ANE 450 CFM OSA WVWV.ResortDesign.CORI BCHB 036 FC-12 LOBBY HORIZONTAL 750 0.66 0.66 1/2 120/1 76 62 55 2.5 1.9 12.5 12.5 45 66 102 1.S 1.8 21.5 180 30 1 T.A. TRANE 50 CFM OSA � �� BCHB 024 V . , Z *CARRIER, MCQUAY, MAJICAIRE EQUIVALENT J � � LL _ GRILL=, REGISTER, DIFFUSER, & LOUVER SCHEDULE p � MANUFACTURER &* ¢ � SYMBOL USE PATTERN ACCESSORIES FINISH MODEL N0. REMARKS O W Vp OE H A U S T FIXED �4n C R E E NESH W�p R M E C O A T LOUVERS L+2DAMPERS _ _ � Q V -- � Z J � B� SUPPLY 45' FIXED 0 B.D. ��� 2I 3 R L � � JO CEILING � J TITUS � C RETURN/ FIXED - ��� PAR � � � 1 EXHAUST � Q > V OSUPP Y 4-W A Y O.B.D. W H I T E T�� R I D I G F R A M E Z N J Q � Q\ OE SUPPLY FIXED - - - ALUMINUM - CTT580 y O / � J O RETURN 45' FIXED - WHITE TITUS _ � m EXHAUST 23RL M . W - � � * GRD EQUIVALENT: TITUS, KRUEGER, METALLAIRE, HART & COOLEY, ANEMOSTAT O LOUVER EQUIVALENT: PENN, DOWCO, LOUVERS & DAMPERS, RUSKIN - - - _ a ``' � Revisions: ,� P��1'11t S�t 10-19-�� � - , Q BLDC�. D�i�t. i�- o SUBMITt�4L m6-m2-ID�4 �,� N Q �LDC�. D�PT. R�- � v - -- SUSMITT�4L �6-3(d-0�4 � _ _ a V - � � O� _ a _ U _ I � a 0 U m - ` Drawing Title: � � - 1"«C��4N I C�L a` � SC��DI�L�S 3 _ _ a - X �-i-�� i i � � Q -_-�__ M � � / � C9 ' \ Z - � Q - � � - X U _--- - , ,,,,,.,es� ,�� `, Date: - �-23-0� w ,,<<• � _ '�, . U �d-'' ' � . C� . % - _ f `' Project No: 231�(9.�� ��,, U - � " . � ' a _ �� q(C1� � � � �a�� Drawn b : � . � y �PN _ .,;° .� , � 0 > , r o Revie�v�d by: �� , � � B EAUDIN sh��;__� , m � � � G�.vzE / - � � 0 � � CONSTRUCTION NOTE: Consulting Eng�neers, ��. Vail. 970)949-6108 COpYRIGHT 2004 �_� ° ' o / CONTRACTOR SHALL BE RESPONSIBLE FOR l.dce aho� (530)550-7334 pro No 7s53.o1 � �' TRADE COORDINATION AND-FIELD ROUl1NG. �b��Z�s-3s2o � . 9 � � MECHANICAL SPECIFICATIONS: RESORT DESIGN _ 1. PROJECT DESCRIPTION C. NO EXTENSON OF COMPLETION DATE SHALL BE ALLOWED FOR TIME 7. ROOF CURBS 5 CONTACTORS, 120V ED ED ED a LOST IN CONSIDERATION, SHIPPING, OR INSTALLATION OF APPROVED CONTROL CIRCUITS. ----- A. THIS PROJECT IS NEW CONSTRUCTION TIVOLI LODGE. MULTI STORY FACILITY. SUBSTITUTI�NS. REVIEW OF SUBSTITUTIONS SIGNIFIES GENERAL A. ROOF CURBS AND ROOF FLASHINGS SHALL BE FURNISHED UNDER THE OUTLETS FOR CONTROL ` THE PROJECT IS APPROXIMATELY 50,000 SQUARE FEET LOCATED IN EQUALITY OF MATERIALS AND EQUIPMENT ONLY. THIS REVIEW DOES NOT ARCHITECTURAL DIVISION (EXCEPT FOR ANY CURBS SPECIFIED HEREIN). PANELS AND FOR BOILER - - - �` VAIL, COLORADO. RELIEVE TFE CONTRACTOR OF RESPONSIBILITY FOR PROPER OPERAl10N OF PROVIDE ALL COUNTER FLASHINGS OF THE SAME MATERIAL AS THE CONIROLS AND FOR FIRE THE SYSTEuI, COMPLIANCE WITH SPECIFICATIONS AND NECESSARY CHANGES FLASHING. PROTECTION CONTROLS AND -,- = 2. PROVISIONS DUE TO DIMENSIONAL DIFFERENCES OR SPACE REQUIREMENTS. DUCT DETECTORS. A S S O C I A T_E S 8. FOUNDATIONS AND SUPPORTS A. WORK PERFORMED UNDER THIS DIVISION OF THE SPECIFICATIONS 2. MECHANICAL INSIALLATIONS 6. FIRE/SMOKE DAMPERS MD (3) MD ED(3) SHALL CONFORM TO THE REQUIREMENTS OF DIVISION 1, AND THE A. PROVIDE ALL FOUNDATIONS, BASES, HANGERS, ANCHORS, GUIDES, AND DUCT DETECTORS. MECHANICAL DRAWINGS AND ALL ITEMS HEREINAFTER SPECIFIED. A. COORDINATE MECHANICAL EQUIPMENT AND MATERIALS INSTALLATION AND SUPPORTS FOR MECHANICAL EQUIPMENT, PIPING, AND DUCTS 1. THE DRAWINGS AND SPECIFICATIONS FOR THE MECHANICAL WORK ARE WITH OTHER BUILDING COMPONENTS. 1. IF FURNISHED AS PART OF FACTORY WIRED EQUIPMENT, WIRING AND � INTENDED TO DESCRIBE A COMPLETE MECHANICAL SYSTEM; OMISSION OF 9. VIBRATION ISOLATION CONNECTIONS ONLY BY ED. MINOR ITEMS OBVIOUSLY NECESSARY TO ACCOMPLISH THE ABOVE INTENT B VERIFY ALL DIMENSIONS BY FIELD MEASUREMENTS 2. IF FLOAT SWITCHES, LINE THERMOSTATS, PNEUMATIC/ELECTRICAL " SHALL NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING A. ERECT ALL FLOOR MOUNTED EQUIPMENT ON 4 INCH HIGH CONCRETE SWITCHES. TIME SWITCHES, ETC., CARRY THE FULL LOAD CURRENT TO ANY SAME. C. ARRANGE FDR CHASES, SLOTS, AND OPENINGS IN OTHER BUILDING PADS OVER THE COMPLETE FLOOR AREA OF THE EQUIPMENT. MOTOR, THEY SHALL BE FURNISHED BY THE MECHANICAL DIVISION, BUT ARCHITECTURE� 2. PRIOR TO ANY WORK BEING PERFORMED UNDER THIS DIVISION COMPONENfS TO ALLOW FOR MECHANICAL INSTALLATIONS. SHALL BE SET IN PLACE AND CONNECTED UNDER THE ELECTRICAL EXAMINE ARCHITECTURAL, STRUCTURAL, FOOD SERVICE, ELECTRICAL, AND B SUPPORT EACH AIR OR REFRIGERATION COMPRESSOR, (INCLUDING DIVISION, EXCEPT WHERE SUCH ITEMS ARE�AN INTEGRAL PART OF THE PLANNING� INTERIOR DESIGN DRAWINGS AND SPECIFICAl10NS AND IF ANY D. COORDINATC THE INSTALLATION OF REQUIRED SUPPORTING DEVICES TEMPERATURE CONTROL COMPRESSOR) BASE MOUNTED PUMP, AIR HANDLING MECHANICAL EQUIPMENT, OR DIRECTLY ATfACHED TO DUCTS, PIPING, INTERIOR DESIGN DISCREPANCIES OCCUR BETWEEN THEM AND THE MECHANICAL DRAWINGS AND AND SLEE�ES TO BE SET IN POURED IN PLACE CONCRETE AND OTHER UNIT AND FAN BY MASON INDUSTRIES OR EQUIVALENT SPRING TYPE ETC.. THEY SHALL BE SET IN PLACE UNDER THE MECHANICAL DIVISION SPECIFICATIONS, REPORT SAME TO THE ARCHITECT IN WRITING AND STRUCTUR�,L COMPONENTS, AS THEY ARE CONSTRUCTED. VIBRATION ISOLATORS. AND CONNECTED BY THE ELECTRICAL DIVISION. IF THEY DO NOT CARRY OBTAIN WRITTEN INSTRUCTIONS FOR THE WORK. THE FULL LOAD CURRENT TO ANY MOTOR THEY SHALL BE FURNISHED, SET 3 MECHANICAL DRAWINGS ARE DIAGRAMMATIC, BUT SHALL BE FOLLOWED E. SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATIONS OF C. DOMESTIC HOT AND COLD WATER, HEATING WATER AND WASTE PIPING IN PLACE AND WIRED UNDER THE MECHANICAL DIVISION. CONTROL - ---- --�- ---- ----- AS CLOSELY AS ACTUAL CONSTRUCTION OF THE BUILDING WILL PERMIT. MECHANICAL MATERIALS AND EQUIPMENT FOR EFFICIENT FLOW OF THE DEVICES CARRYING FULL LOAD CURRENT FURNISHED BY MECHANICAL AND ALL CHANGES FROM DRAWINGS NECESSARY TO MAKE THE MECHANICAL WORK WORK. GI\'E PARTICULAR ATTENTION TO LARGE EQUIPMENT REQUIRING 1. DOMESTIC HOT AND COLD WATER PIPING ONE INCH DIAMETER AND , WIRED BY ELECTRICAL SHALL BE LOCATED AT THE DEVICE BEING San Francisco Office CONFORM TO THE BUILDING AS CONSTRUCTED SHALL BE MADE WITHOUT POSITIONING PRIOR TO CLOSING-IN THE BUILDING. SMALLER SHALL BE ISOLATED WITH THE ACOUSTO-PLUMB SYSTEM OF ORANGE CONTROLLED, UNLESS SHOWN ON DRAWINGS OR MUTUAL AGREEMENT IS MADE ADDI110NAL COST TO THE OWNER. AND BLUE PIPE ISOLATORS, HOLDERS, AND GUIDE, AS MANUFACTURED BY BETWEEN THE CONTRACTORS WITH NO CHANGE IN THE CONTRACT PRICE. 388 Market Street, Suite 380 4. COORDINATE THE MECHANICAL WORK WITH THE GENERAL CONTRACTOR F. COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS LSP/SPECIALTY PRODUCTS COMPANY, TEL (800) 854-3215. A) WIRING FROM ALARM CONTACTS TO ALARM SYSTEM BY ED; ALL San Francisco, CA 94111 AND BE RESPONSIBLE TO HIM FOR SATISFACTORY PROGRESS OF SAME. TO ACCOMdIODATE THE INSTALLATION OF MECHANICAL EQUIPMENT AND 2. ISOLATE WASTE PIPING AND DOMESTIC HOT AND COLD WATER PIPING CONTROL FUNCTION WIRING BY MD. T@I• 415.392.4433 COORDINATE MECHANICAL WORK WITH ALL OTHER TRADES ON THE PROJECT MATERIALS, LARGER THAN ONE INCH IN DIAMETER WITH TRISOLATOR SYSTEM OF PIPE 3. THE ABOVE LIST DOES NOT ATTEMPT TO INCLUDE ALL COMPONENTS. F2X• 415.392.4454 WITHOUT ADDITIONAL COST TO THE OWNER. ISOLATORS AS MANUFACTURED BY ELMDOR/STONEMAN, TEL. (818) 968- ALL ITEMS NECESSARY FOR A COMPLETE SYSTEM SHALL BE INCLUDED IN • 5. ALL WORK AND MATERIALS COVERED BY DRAWINGS AND G. WHERE MOINTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED, 8699. THE BASE CONTRACT. _________�___ _ _ _____ SPECIFICATIONS SHALL BE SUBJECT TO REVIEW AT ANY TIME BY INSTALL MECHANICAL SERVICES AND OVERHEAD EQUIPMENT TO PROVIDE THE 3. DO NOT ALLOW THE PIPING, PIPE CONNECTORS, PIPE HANGERS, OR Boulder 4ffice REPRESENTATIVES OF THE ARCHITECT AND OWNER. IF THE ARCHITECT OR MAXIMUM fEADR00M POSSIBLE, AND IN ACCORDANCE WITH MINIMUM VALVE TO DIRECTLY TOUCH THE STRUCTURE, STUDS, GYPSUM BOARD, OR B. CONNECTIONS TO ALL CONTROLS DIRECTLY ATTACHED TO DUCTS, OWNER'S AGENT FINDS ANY MATERIALS OR INSTALLATION THAT DOES NOT REQUIRED CLEARANCES AS SPECIFIED IN CODES AND REGULATIONS. OTHER PIPES. PIPING AND MECHANICAL EQUIPMENT SHALL BE MADE WITH FLEXIBLE 1434 Spruce Street, Suite 110 CONFORM TO THESE DRAWINGS AND SPECIFICATIONS, CONTRACTOR SHALL 4. COPPER WASTE PIPING MUST BE COMPLETELY WRAPPED WITH LOWRY'S CONNECTORS. Boulder, CO 80302 REMOVE THE MATERIAL FROM THE PREMISES AND CORRECT THE H. THE WORD "CONCEALED" AS USED IN THIS SPECIFICATION REFERS TO ACOUSTICAL PIPE WRAP. THE WRAP IS MANUFACTURED BY HARRY A. INSTALLATION TO THE SATISFACTION OF THE AGENT. SUCH SPACES AS PIPE AND DUCT CHASES, PIPE AND DUCT TRENCHES, LOWRY, TEL. (818) 768-4661. 19. FREEZE PROTECTION Tel: 303.449.4433 6. IN ACCEPTANCE OR REJECTION OF INSTALLED MECHANICAL SYSTEMS, ABOVE PL�STERED CEILINGS, IN WALLS AND BURIED WHERE PIPE AND/OR Fax: 303.449.3366 NO ALLOWANCE WILL BE MADE FOR LACK OF SKILL ON THE PART OF THE DUCT IS INACCESSIBLE WHEN BUILDING IS COMPLETE. °EXPOSED" IS D. ALL SPRING TYPE VIBRATION ISOLATORS SHALL BE SIZED IN A. PROXIMITY OF ANY EQUIPMENT COMPONENT OR FLUID PIPING TO INSTALLERS. INTENOED -0 BE WITHIN EQUIPMENT ROOMS, UNFINISHED AREAS, ABOVE ACCORDANCE WITH MASON INDUSTRIES, INC. STANDARDS. POTENTIAL DAMAGE FROM FREEZING SOURCES SHALL BE AVOIDED WHEREVER '.' 7. VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS "PUSH UP" CEILINGS, ACCESSIBLE PIPE, AND DUCT TUNNELS. POSSIBLE. DRAWINGS ARE DIAGRAMMATIC. MAKE LOCATION ADJUSTMENTS, INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO E. ALL AIR MOVING EQUIPMENT WITH DUCTWORK CONNECTIONS SHALL ADD INSULATION AND/OR CONTROL DEVICES AND/OR HEAT SOURCES AS MAKE HIS WORK MEET EXISTING CONDITIONS. 3. SHOP DRAWINGS HAVE FLEXIBLE DUCT CONNECTORS. NECESSARY TO PREVENT OR MINIMIZE FREEZE DAMAGE POTENIIAL. THE info�ResortDesign.com ARCHITECT/ENGINEER WILL NEITHER GUARANTEE NOR BE RESPONSIBLE FOR vvwvy.ResortDesign.com 3. SCOPE OF WORK A. EQUIPMENT SPECIFIED BY NAME AND MODEL NUMBER DOES NOT 10. INSTALLATION AND ARRANGEMENT ANY CONSEQUENCES OF FREEZING. REQUIRE SHOP DRAWINGS. SUBMIT SHOP DRAWINGS ONLY ON ALL LISTED A. WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATERIALS EQUIVALENf AND ALL SUBSTITUTED (SEE PARAGRAPH 1.05 BELOW) A. INSTALL ALL WORK TO PERMIT REMOVAL OF COILS. SHAFTS AND 20. FIRE STOPPING NECESSARY FOR THE INSTALLATION OF COMPLETE AND OPERAl1NG EQUIPMENT AND FOR TEMPERATURE CONTROLS AND FIRE PROTECTION. WHEELS, FILTERS, AND ALL OTHER PARTS WHICH MIGHT REQUIRE PERIODIC MECHANICAL SYSTEMS REPLACEMENT OR MAINTENANCE. A. PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED B. SHOP DRAV�NGS REQUIRED FOR THIS PROJECT ARE AS FOLLOWS: WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND r, 4. EXAMINATION OF PREMISES 11. PROTECTION OF WORK AND PROPERTY HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST � `� 1. PLUMBING FIXTURES 8. PUMPS STANDARD SPECIFIC FOR FIRE STOPS ASTM-E-814. ACCEPTABLE � A. VISIT THE PREMISES BEFORE SUBMITTING BID, AS NO EXTRAS WILL 2. INSUL4110N 9 HEAT EXCHANGER A. BE RESPONSIBLE FOR THE PROTECTION OF EXISTING FACILIIIES MATERIALS INCLUDE: DOW CORNING RN FIRE STOP FOAM FOR BARE PIPE, � BE ALLOWED FOR LACK OF KNOWLEDGE OF EXISl1NG CONDITIONS 3. WATER HEATERS 10. FAN COILS UNITS WHETHER OR NOT SUCH FACILITY IS TO BE REMOVED OR RELOCATED. MOVE METAL CONDUIT, AND ELECTRICAL CABLE; 3M FIRE DAM 150 CAULK FOR J 4. FANS 11. PRE-MANUFACTURED FIREPLACES OR REMOVE ANY FACILITY SO AS NOT TO CAUSE INTERRUPTION OF THE BARE PIPE, METAL CONDUIT, AND BUILDING CONSTRUCTION GAPS; 3M CP- � 5. EXAMINATION OF BIDDING DOCUMENTS 5. BOILERS WORK OR OWNER'S OPERATION. 25. � 6. CONTROLS � A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY, 7. FIRE PROTECTION 12 EXCAVATION AND BACKFILL B CAULK AND FS-195 INTUMESCENT STRIPS FOR INSULATED PIPES, AND NOT LATER THAN SEVEN DAYS PRIOR TO THE DATE OF RECEIPT OF PLASTIC PIPE OR CONDUIT, AND ELECTRICAL CABLE. SUBMIT UL LISTED I"' � � � BIDS, SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR C. PROVIDE SHOP DRAWINGS TO THE ARCHITECT AND ENGINEER SHOWING A. DO ALL EXCAVATING AND BACKFILLING REQUIRED BY THE WORK IN APPLICATION DATA FOR EACH TYPE OF PENETRATION ENCOUNTERED. � � INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES, AMBIGUITIES, LOCATIONS OF ALL ACCESS PANELS. THIS DIVISION. � � INCONSISTENCIES, OR ERRORS THEREIN WHICH HE MAY DISCOVER. THE 21. FLASHING ARCHITECT WILL BE ISSUE ANY INTERPRETATION OR CORRECTION AS AN D. PRESENT SiOP DRAWING SUBMITTAL DATA AT ONE TIME, BOUND IN 13. CONCRETE � ADDENDUM. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY THREE-RING BINDERS, INDEXED IN A NEAT AND ORDERLY MANNER. A. DUCTS, PIPING, AND CONDUITS PENETRATING THROUGH ROOF SHALL � W ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON PARTIAL SUBMITTALS WILL NOT BE ACCEPTED. PROVIDE FOUR SETS OF A ALL POURED IN PLACE CONCRETE SHALL BE FURNISHED UNDER THE HAVE ROOF FLASHING COMPATIBLE WITH THE ROOFING SYSTEM SEE V O INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF SUBMITTAL DATA, UNLESS NOTED OTHERWISE IN DIVISION I. ARCHITECTURAL DIVISIONS OF THESE SPECIFICATIONS ARCHITECTURAL DRAWINGS IN THE ABSENCE OF ANY OTHER I ¢ DISCREPANCIES, AMBIGUITIES, INCONSISTENCIES, OR ERRORS ARE NOT REQUIREMENTS, PROVIDE SHEET LEAD TYPE FLASHING FOR PLUMBING VENTS V J � COVERED BY ADDENDUM OR WRITTEN DIRECIIVE, CONTRACTOR SHALL E. PLACE ORD:RS FOR ALL EQIJIPMENT IN TIME TO PREVENT ANY DELAY 14. MOTORS IN BUILT-UP ROOFS, TALL CONE WITH EPDM BOOT FOR PIPE AND CONDUIT � � INCLUDE IN HIS BID, LABOR MATERIALS AND METHODS OF CONSTRUCTION IN CONSTRJCTION SCHEDULE OR COMPLETION OF PROJECT. IF ANY IN SINGLE PLY MEMBRANE ROOFS, AND CURBED ROOF PENETRAl10NS FOR � RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE MATERIALS OR EQUIPMENT ARE NOT ORDERED IN TIME, ADDITIONAL A. SQUIRREL CAGE TYPE, OPEN DRIP PROOF, NORMAL STARTING TORQUE, PIPE AND CONDUIT IN BUILT UP ROOFS AND FOR DUCT PENETRATIONS IN Q � O OR EXTRA COMPENSATION WILL BE MADE ON BEHALF OF THE CONTRACTOR CHARGES MADE BY EQUIPMENT MANUFACTURERS TO COMPLETE THEIR WITH THERMAL OVERLOAD PROTECTION AND BALL BEARINGS ALL TYPES OF ROOF. INSTALLAl10N SHALL BE WATERTIGHT. �, J DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED EQUIPMENI IN TIME TO MEET CONSTRUCTION SCHEDULE, TOGETHER WITH Z � O " ABOVE. ANY SPECI4L HANDLING CHARGES, SHALL BE BORNE BY THE CONTRACTOR B. MOTORS RATED 1 HORSEPOWER OR GREATER SHALL BE "ENERGY 22. FLUSHING, CLEANING AND STERILIZING � ' - EFFICIENT", MEETING THE DEPARTMENT OF ENERGY (DOE) APPROVED O ` V _ B. FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF F. SHOP DRAV7NGS: CONTRACTOR AGREES THAT SHOP DRAWING REQUIREMENTS OF ENERGY POLICY ACT 1992 (EPACT92), AND SHALL MEET A. AFTER FLUSHING, STERILIZE THE DOMESTIC WATER SYSTEM. � ANY INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE THE SUBMITTAL5 PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS; THAT NEMA 12-6C FULL LOAD EFFICIENCIES. WHERE NOT COMMERCIALLY � � � � CONTRACTOR OF THEIR RESPONSIBILITIES. THE SIGNING OF THE THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO AVAILABLE, POWER FACTORS SHALL BE CAPACITOR CORRECTED BY B. BEFORE FINAL CONNECTIONS ARE MADE IN THE PIPING SYSTEMS, ALL Z N -J CONTRACT WILL BE CONSIDERED AS IMPLICITLY DENOTING THAT THE DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE EQUIPMENT MANUFACTURER TO AT LEAST 90 PERCENT UNDER RATED LOAD. PIPING SHALL BE BLOWN OUT WITH AIR AND THEN WASHED OUT WITH � Y � CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND DESI6N COVCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY CLEANING COMPOUNDS. CLEAN THE BOILER BY THE SAME PROCEDURE. SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS. INDICAl1NG WHICH EQUIPMENT AND MATERIAL HE INTENDS TO PROVIDE AND C. ALL MOTORS 25 HORSEPOWER OR GREATER SHALL BE EQUIPPED WITH = O � , BY DETAILIVG THE FABRICATION AND INSTALLATION METHODS HE INTENDS REDUCED VOLTAGE STARTERS. 23. TESTING � 6. C O D E S A N D S T A N D A R D S T O U S E. C O N T R A C T O R F U R T H E R A G R E E S T H A T I F D E V I A T I O N S, DISCREPAI�IES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND 15. STARTERS A. TEST ALL DRAIN AND WASTE LINES WITH STANDING WATER TEST OF GO � A. COMPLY WITH ALL APPLICABLE CODES, LAWS, INDUSTRY STANDARDS, CONTRACT DOCUMENTS IN THE FORM OF DESIGN DRAWINGS AND TWELVE FEET OF HEAD, HELD LONG ENOUGH TO INSPECT EACH JOINT. M AND UTILITY COMPANY REGULATIONS. SPECIFICAlIONS ARE DISCOVERED EITHER PRIOR TO OR AFTER SUBMITTAL A. ALL 3 PHASE STARTERS TO HAVE OVERCURRENT PROTECTION ON ALL W OF SHOP DRAWINGS, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL THREE LEGS ON 3 PHASE STARTERS 7-1/2 HP AND LARGER FURNISH A B. TEST ALL STEAM AND WATER PIPING, BEFORE CONNECTING TO UNITS, 7. EQUIPMENT FURNISHED BY OTHERS CONTROL tiND SHALL BE FOLLOWED PHASE MONITOR CONTROL RELAY, TIME MARK 82586, 2586, OR A2588 AT 150 PSIG HYDROSTAl1C PRESSURE. �� ~ MONITOR CONTROL RELAY OR EQUIVALENT. PHASE MONITOR RELAY SHALL � O A. ROUGH-IN TO LOCATIONS AS REQUIRED PROVIDE VALVES ON ALL 4. RECORD DRAWINCS BE MOUNTED AND WIRED INTO THE STARTER ENCLOSURE BY THIS C. TEST ALL AIR� OIL, AND GAS PIPING UNDER 60 PSIG AIR J PIPES EXCEPT WASTE AND VENT PIPES, PLUG, OR CAP THESE. FINAL CONTRACTOR PRESSURE. _ _ _ _ _ _ CONNECTIONS WILL BE MADE BY PLUMBING CONTRACTOR. A. DURING THE PROCESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE MECHANICAL SYSTEM. UPON COMPLETION OF B. STARTERS WHICH ARE FURNISHED WITH CONTROL CIRCUITS SHALL D. ALL TESTS REQUIRED BY CODE MUST BE DONE, TO THE SATISFACTION a 8. PERMITS, FEES AND NOTICES THE MECH�NICAL INSTALLAl10N, TRANSFER ALL RECORD DATA TO BLACK- HAVE INTEGRAL TRANSFORMER AND 120 VOLT CONTROL CIRCUIT. ALL OF THE LOCAL AUTHORITIES HAVING JURISDICTION, BEFORE COVERING. " w LINE PRIN15 OF THE ORIGINAL DRAWINGS. DRAWINGS SHALL INCLUDE ALL STARTERS TO HAVE THERMAL OVERLOAD RELAYS SIZED FOR APPROXIMATELY J A. OBTAIN AND PAY FOR ALL PERMITS, FEES, LICENSES. ADDENDUM ITEMS, CHANGE ORDERS, ALTERNATES, REROUIINGS, ETC. AS A 115 PERCENT OF FULL LOAD MOTOR CURRENT. E. ALL HYDROSTA7IC TESTS TO BE HELD FOR A MINIMUM OF SIX HOURS. R@VISIOIIS: CERTIFICATES, AND INSPECTIONS FOR THIS DIVISION. CONDITION OF ACCEPTANCE OF THE PROJECT, DELIVER TO THE ARCHITECT AIR TESTS TO BE HELD FOR A MINIMUM OF TWO HOURS. � ONE COPY OF THE RECORD DRAWINGS. 16. ACCESS DOORS P��MIT S�T -1�-I9-�� � B. NOTIFY PROPER AUTHORITIES WHEN WORK IS READY FOR INSPECTIONS 24. PIPE SUPPORT _ REQUIRED BY APPLICABLE CODES, RULES AND REGULATIONS, ALLOWING 5. BID ALTERNATE(S) A. FURNISH ACCESS DOORS OF TYPE SUITABLE TO ARCHITECT AND i SUFFICIENT T1ME FOR INSPECTIONS TO BE MADE WITHOUT HINDERING PROVIDE TO GENERAL CONTRACTOR TO CONSTRUCT INTO THE BUILDING. A. SUPPORT PIPE WITH ROD AND CLEVIS, RING HANGERS, TRAPEZE, OR Q1 �LDC�. D�PT. �- o PROGRESS OF THE WORK. FURNISH TO THE OWNER COPIES OF INSPECTION A. REFER TO �IVISION 1 ADDITIONAL INFORMATION ACCESS DOORS SHOULD BE PROVIDED IN ALL LOCATIONS WHERE ACCESS IS CLAMPS. NO PIPE TAPE ALLOWED ALL HANGERS SHALL BE SIZED FOR SUBMITT,4L m6-�2-�� � CERTIFICATES OF ACCEPTANCE. REQUIRED. OUTSIDE DIAMETER OF INSULATION, IF ANY. PROTECT INSULATED LINES - B. ALTERNATE;S) FOR MATERIAL AND EQUIPMENT WITH 20 GAUGE SHEET METAL SHIELDS FOR PIPING 1-1/2 INCH AND LESS. Q ��D�. p��t. �- O1 9. PROTECTION 17 IDENTIFICATION � �, 1. EQUIPMENT AND MATERIAL BID ALTERNATE(S) SHALL BE PROPOSED AS B. PROVIDE CALCIUM SILICATE INSULATION INSERTS FOR ALL SUBi`11TTAL �6-3�-m� � A. OF PEOPLE: ARRANGE BARRIERS, SIGNS, ETC. AS REQUIRED TO ADDInVE OR DEDUCTIVE ALTERNAIE(S) TO SPECIFIED ITEMS BY A. LABEL ALL PIPING AND EQUIPMENT. PROVIDE COLOR CODED FULL .INSULATED PIPING 2 INCH AND LARGER. MAINTAIN VAPOR BARRIER ON - � _ - o MINIMIZE THE HAZARD OF PEOPLE. COMPLY WITH APPLICABLE SAFETY AND SUBNITTING IT AS A SEPARATE LINE ITEM FROM THE BASE BID ON THE BAND OR STRIP TYPE MARKERS AND FLOW ARROWS ON PIPING. PROVIDE ALL COLD LINES. ISOLATE BARE COPPER LINES FROM HANGERS WITH - _ - � HEALTH REGULATIONS. COORDINATE AS NECESSARY WITH THE OWNER AND BIDDER'S LETTERHEAD. ENGRAVED PLASTIC VALVE TAGS WITH VALVE NUMBER AND ATTACH WITH VIBRASORB OR EQUIVALENT. COPPER COATED HANGERS ARE NOT ` �-- � THE GENERAL CONTRACTOR. 2. SUCH BID ALTERNATE PROPOSALS SHALL NOT BE SUBSTITUTED OR STANDARD CHAIN OR S-HOOKS. PROVIDE ENGRAVED PLASTIC SIGN ON OR SUFFICIENT, WRAPPING PIPE WITH TAPE NOT ACCEPTABLE. � ,' i INCLUDED IN THE BASE BID. BID ALTERNATE PROPOSAL(S) MUST BE NEAR SPECIFIED EQUIPMENT. -- --- ----- � B. OF WORK: TAKE ALL MEASURES NECESSARY TO PROTECT THE WORK ACCGMPANIED BY FULL DESCRIPTIVE DATA ON THE PROPOSED EQUIPMENT, 25. BALANCING ° BOTH BEFORE AND AFTER INSTALLATION, TO ASSURE THAT IT WILL BE IN TOGEfHER WITH A STATEMENT OF THE COST TO BE ADDED OR DEDUCTED FOR 18. ELECTRICAL EQUIPMENT AND WIRING FOR MECHANICAL DIVISION CLEAN, UNDAMAGED, UNBLEMISHED CONDITION WHEN TURNED OVER TO THE EACF ITEM. THE BID ALTERNATE SHALL INCLUDE ALL MATERIALS, A. THE BALANCING OF THE SYSTEM SHALL BE PART OF THIS CONTRACT, m OWNER. REPAIR/REPLACE WORK DAMAGED DURING CONSTRUCTION. MOVE OR EQUIPMENT, LABOR, ELECTRICAL CONNECTIONS, COORDINATION WITH ALL A. UNLESS OTHERWISE INDICATED, ALL MOTORS AND CONTROLS SHALL BE INCLUDE IN BID THE COST OF BALANCING AND ADJUSTING. THE Drawing Title: s RMOWN R S OPERAT ON.O AS NOT TO CAUSE INTERRUP110N OF THE WORK 3. TOHEH ONTRAACTOR SHALL S BMI�TMTHE BID ALTERNA'fES NAT THE TIME FOLLOWING�CHE U ELA (MD NS ECHAN CAL DI�VIS ONCE ED IS E ASSOCIATEDAAIR BALANCE CO NCIL (AL C) REQUAREME TS COR NA'TIONAL 1 I a THE BASE BIDS ARE DUE. ELECTRICAL DIVISION). ENVIRONMENTAL BALANCING BUREAU (NEBB) REQUIREMENTS. ��C1"��NIG�� 10. TEMPORARY HEAT � � `� SGf'7�D�L�S f�IV � 6. SUBSTITUTIONS B. PROVIDE SUCH ITEMS-AS THERMOMETER WELLS, PRESSURE TEST NO��S A. TEMPORARY HEAT WILL BE FURNISHED BY THE GENERAL CONTRACTOR. ITEM FURNISHED SET IN WIRED AND COCKS, ACCESS DOORS, ETC., AS REQUIRED TO ALLOW TESTS AND X USE OF THE PERMANENT HEATING SYSTEM IS NOT RECOMMENDED WITHOUT WITTEN A. BIDDER'S CNOICE. MATERIALS OR EQUIPMENT SPECIFIED BY UNDER PLACE OR CONNECTED ADJUSTMENTS TO BE MADE. - -- M__. � APPROVAL FROM OWNER. IN CASE THE PERMANENT HEATING SYSTEM IS USED MANUFACTJRER'S NAME AND MODEL NUMBER OR OTHER MANUFACTURERS MTD. UNDER UNDER - -- � , �,_ FOR TEMPORARY HEAT. THE GENERAL CONTRACTOR SHALL PAY ALL COSTS UN11L LISTED AS EQUIVALENTS ARE INTENDED TO BE BIDDER'S CHOICE AND C ADJUST AND BALANCE ALL- AIR AND WATER SYSTEMS. CHECK, ADJUST -- � m ACCEPTANCE BY THE OWNER. SYSTEM WARRANTIES SHALL START UPON RECEIPT SHALL BE USED IN THE BASE BID. 1. EQUIPMENT MOTORS MD MD ED AND BALANCE ALL SYSTEMS TO MEET THE DESIGN-CONDITIONS AND � OF THE TEMPORARY CERTIFICATE OF OCCUPANCY (TCO). AND THERMAL OVERLOAD, TABULATE ALL INFORMATION ON ACCEPTABLE FORMS. ALL SYSTEMS SHALL ' � " � B. PERFORMAtICE SPECIFICATION: WHEN ANY ITEM IS SPECIFIED BY RESISTANCE HEATERS. BE CHECKED FOR PROPER PERFORMANCE DURING DESIGN CONDITIONS, BOTH '��= ' _ � REQUIREMENT TO MEET A PERFORMANCE, INDUSTRY OR REGULATING BODY 2 MOTOR CONTROLLER; MD ED(1) ED HEATING AND COOLII�G. , ^ -� ,-- ' ^ - , - � END OF SECTION STANDARD OR IS SPECIFIED BY A GENERIC SPEC (NO MANUFACTURER'S MAGNETIC STARTERS, � - - _ _ - _ _ � - � � � ° NAME LIST=D). NO PRIOR REVIEW BY THE CONSULTING MECHANICAL REDUCED VOLTAGE STARTER 26. OPERATING AND MAINTENANCE INSTRUCTIONS - � - ' - - - " ENGINEER S NEEDED UNLESS SPECIFICALLY CALLED FOR IN THESE AND OVERLOAD RELAYS. o SECTION 15100--BASIC MATERIALS AND METHODS SPECIFICAlIONS. 3. DISCONNECT ED(1) ED(1) ED A. DELIVER OPERATING AND MAINTENANCE INSTRUCTION TO THE OWNER . ���� Date:--°�-- , t{.-23-�t�. ,,<< < �,,� � SWITCHES, FUSED AND ON COMPLETION OF THE WORK AND INSTRUCT OWNER IN THEIR USE. � `;�;, ' W 1. MATERIAL C. CONTRACTOR TO BE RESPONSIBLE FOR ANY CHANGES AND COSTS TO UNFUSED, HP RATED ° ���_ � -' - , - �"� - � � . : „ � ACCOMMOCATE ANY E�UIPMENT EXCEPT THE FIRST NAMED IN THE SWITCHES, THERMAL 27. WARRANTY � �- �- --" J ---' - �`��� ?�- ProjectNo: 231'19.�� � A. ALL MECHANICAL MATERIAL SHALL BE NEW AND OF THE QUALITY AND SPECIFICAlION. OVERLOAD SWITCHES AND � �� '- � ' --- ° ''� _" - - ° TYPE SPECIFIED. ALL MATERIAL SHALL BE INSTALLED IN CONFORMANCE FUSES, MANUAL OPERAT1NG A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNL�SS OTHERWISE 'L'`���' ( � L WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANY DEVIATIONS D. SUBSTITUTI�NS FOR MATERIAL (CONTRACTOR AND OWNER INITIATED) SWITCHES. (3) SPECIFIED. GUARANTEE°ALL WORKMANSHIP. MATERIAL-AND-EQUIPMENT AND �0 �9�0�''I�*� : � � SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER S ATTEN110N PRIOR TO 4. PUSHBUTTON MD MD(2) MD(2) REPLACE ANY FOUND;DEFECTIVE WITHOUT COST TO�THE OWNER, FOR ONE , � - Drawn b . �{��-I � INSTALLATION. 1. EQUIFMENT AND MATERIALS NOT LISTED AS EQUIVALENTS MAY BE STATIONS, PILOT LIGHTS, YEAR AFTER FINAL ACCEPTANCE, AS DEFINED IN GENERAL CONDITIONS. ' - y o PROPOSED AS DEDUCTIVE SUBSTITUTIONS TO SPECIFIED ITEMS BY MULTI-SPEED SWITCHES, - -- " - '-- - ' ;' � B. MANUFACTURER AND CATALOG NUMBER SHOWN IN THESE SUBNITTING IT AS A SEPARATE LINE ITEM FROM THE BASE BID ON THE FLOAT SWITCHES, B. EACH WARRANTY FOR LONGER THAN THE ONE-YEAR DESCRIBED ABOVE �' -- o SPECIFICATIONS OR ON DRAWINGS ARE INTENDED AS A GUIDE TO QUALITY. BIDDER'S LETTERHEAD. THERMOSTATS, CONTROL (THAT COMES WITH EQUIPMENT- USED ON THE JOB) SHALL BE PASSED ONTO Reviewed by. j�� , M EQUIVALENT MATERIALS AND EQUIPMENT OF OTHER MANUFACTURERS WILL BE 2. SUCH SUBSTITUTION PROPOSALS SHALL NOT BE SUBSTITUTED OR RELAYS, CONTROL THE OWNER WITH DATES OF START AND END OF WARRANTY. m CONSIDERED PROVIDING SUCH SUBSTITUTIONS ARE REQUESTED IN INCUAED IN THE BASE BID. SUBSTITUTION PROPOSAL MUST BE TRANSFORMERS, CONTROL -- -, -- -- -- �v�- � R '+��IN � N ACCORDANCE WITH PROVISIONS OF DIVISION 1 OF THESE SPECIFICATIONS, ACCOuIPANIED BY FULL DESCRIPTIVE DATA ON THE PROPOSED EQUIPMENT, PANELS, MOTOR VALVES, 1J Sheet:-v� -- , , � AND SHALL INCLUDE ALL INFORMAl10N NECESSARY TO SUPPORT THE CLAIM TOGE�-IER WITH A STATEMENT OF THE COST TO BE DEDUCTED FOR EACH DAMPER MOTORS, SOLENOID �_ ^� -' ; _ � � � ( J^ � �� -- G1i1�ZE / - o OF EQUIVALENCY. ITEM AND ALL DEVIATIONS FROM SPECIFIED ITEMS HIGHLIGHT ALL VALVES AND INTERLOCKS. _ � „., - � �"--' _ - � DIFFERENCE FROM SPECIFIED EQUIPMENT. IF ANY SUCH SUBSTITUTIONS (3) - -- �_- � - ' - � � - � , - Consulting Engineers, Inc. , � ARE CdNSIDERED, THE CONTRACTOR SHALL SUBMIT A LIST OF THE vaa r970)949-6108 �yPoqiT 2�q o-�- ' � PROP�SED SUBSTITUTION ITEMS 1MTHIN 14 DAYS OF AWARD OF CONTRACT. Lake tahoa 530)550-7334 pro�,{Na 7953.01 ' � j LATE REQUESTS FOR PROPOSED SUBSIITUTIONS SHALL NOT BE ACCEPTED BY Denver. (303�278-3820 - � THE ENGINEER DUE TO SCHEDULING OR DELIVERY CONCERNS. ° ���- �` ^ ^-""l --�- �- """'�9�'C01" ' J - _ /-.-. -• n,�� __-\� _^ _ �- _/' ` �\' _ ^- -• � - r�-. � - �i " �-- ' ' _ if-.___! � ^ \_ - ..�. � t*;17, �- � ^ _ _ MECHANICAL SPECIFICATIONS: - �-� ��- � �--��-- RESORT nEsiGx ' ' ' 28. START-UP OF EQUIPMENT 2. SOIL, WASTE AND VENT AND STORM PIPING 5. FIRE DEPARTMENT CONNECTION SECTION 15800--AIR DISTRIBUTION ,- - ���-� � - �-- �„�J^� -� --- ^ � --- 1 � _ _ - � � - ' , -- � --- ' --- - A. PROVIDE FOR FACTORY SERVICE PERSONNEL TO CONDUCT A. MATERIALS; SOIL, WASTE AND VENT PIPING (INSIDE BUILDING) A. PROVIDE A CHECK VALVE WITH BALL DRIP IN LINE TO FIRE 1. MAT_RIALS AND EQUIPMENT - � COMPREHENSIVE START-UP OF EQUIPMENT AS REQUIRED TO VALIDATE DEPARTMENT CONNECTION, ROUGH BRASS OR POLISHED _� ' PROPER OPERATING AND SAFETY FUNCTIONS. 1. LINES BURIED BELON GROUND; STANDARD WEIGHT, C.I. SOIL PIPE BRASS OR CHROME PLATED, TO Q VAIL THREAD OF AN U.L. A. GENERAL � AND FITTINGS. CL�SS 50 DUCTILE IRON PIPE AND FITTINGS OR HUBLESS APPROVED TYPE. 2 � , ., � -^ -� ,- - - - �. -�� -,-_ -, �- --- _ - B. EACH SUB-CONTRACTOR WHO INSTALLS A PIECE OF EQUIPMENT IS C.I. WITH C.I. COUFLINGS FOR BELOW GRADE. 1. SIZES SHOWN ON THE DRAWII�TGS ARE OUTSIDE (SHEET METAL) DUCT DIMENSfON: RESPONSIBLE FOR PROPER START-UP PROCEDURE BEING PERFORMED FOR 2. WASTE LINES ABOV_ GROUND; STANDARD WEIGHT, C.I. SOIL PIPE 6. PIPE. FITTINGS, AND HANGERS DUCTWORK SHALL BE SHEET=METAL FURNISHED AND INSTALLED IN ACCORDANCE A S S O C I-A T E S _,. THAT EQUIPMENT. COORDINATE SEQUENCING OF EQUIPMENT START-UP WITH AND FITTINGS OR HJBLESS, C.I. SOIL PIPE AND FITTINGS UP THROUGH WITH THE LATEST EDITION DF"SMACNA °HVAC DUCT CONSTRUCTION STANDARDS" OTHER TRADES SO AS TO NOT ADVERSELY AFFECT THE CONSTRUCTION 2-1/2 INCH MAY � STANDARD WEIGHT, GALVANIZED STEEL PIPE WITH A. PIPE AND FITTINGS SHALL BE LISTED IN NFPA PAMPHLET N0. 13 +/- 1 INCH W.C. PRESSURE CLASSIFICATION, SEAL CLASS "C"; WITH GALVANIZED SCHEDULE. BLACK, C.I. DRAINA�E FITTINGS. AND DESIGNED TO WITHSTAND A WORKING PRESSURE OF NOT LESS THAN 175 STEEL FASTENERS, ANCHORS, ANGLES,_ STRAPS, ETC.(OR GLASS FIBER DUCT�SYSTEM _ - - 3. VENT LINES ABOVE GROUND; STANDARD WEIGHT, C.I. SOIL PIPE AND PSI. AUTHORITY HAVING JURISDICTION TO HAVE FINAL APPROVAL OF INSTALLED IN ACCORDANCE WIThi NAIMA FIBROUS GLASS CONSTRUCTION`MANUAL � � 29. DEMONSTRATIONS FITTINGS OR, STANOARD WEIGHT, GALVANIZED STEEL PIPE WITH 150 LB., PIPING AND FITTING A�ATERIAL. HANGERS U.L. APPROVED. AND THE RECOMMENDATIONS OF THE MANUFACTURER).� '��` � ' GALVANIZED MALL, IRON FITTINGS FOR LINES 2 INCH AND OVER, FOR - - A. CONDUCT DEMONSTRATIONS WHEN SYSTEMS ARE COMPLETE AND LINES 1-1/2 INCH 4ND LESS, BLACK, C.I. 125 LB. SWP FITTINGS. 7. VALVES 2. DUCTWORK MATERIALS OPERATIONAL AND READY TO BE TURNED OVER TO THE OWNER, AND AFTER 4. ALL WASTE AND VENT PIPING ABOVE GRADE MAY BE DWV COPPER PIPE - OPERATING AND MAINTENANCE MANUAL IS COMPLETE. AND FITTINGS USING 50-50 SOLDER. A. GATE VALVES: U.L. APPROVED UP TO 2 INCH; SCREWED, BRONZE A. ALL DUCTWORK TO BE GALVANIZEDSEAL ALL SEAMS AND- ARCHITECTURE� 5. ALL VENT AND WASTE PIPING ABOVE GRADE AND BURIED BELOW GROUND BODY, SOLID WEDGE, O.S. & Y. 175 PSI NON-SHOCK C.W. SERVICE 2- JOINTS AIR T1GHT WITH UNITED MCGILL "UNI-GRIP" UL LISTED, WATER BASED, PLANNING� B. INSTRUCT THE OWNER'S REPRESENTATIVE ONCE, IN THE PRESENCE OF MAY BE SCHEDULE 40 ABS-DWV PLASTIC PIPE AND FITTINGS (ASTM D2661) 1/2 INCH AND LARGER; FLANGED, IRON BODY, BRONZE MOUNTED, DOUBLE NON-HARDENING. ELASTIC SEALANT OR EQUIVALENT. THE ARCHITECT AND/OR ENGINEER, ON THE PROPER OPERATION AND OR SCHEDULE 40 FVC-DWV PLASTIC PIPE AND FITIINGS (ASTM D2665) DISC, O.S.& Y. 175 PSI NON-SHOCK C.W. B. ROUND DUCT SHALL BE SPIRAL SEAM, GALVANIZED STEEL. DIE INTERIOR DESIGN MAINTENANCE OF THE MECHANICAL SYSTEMS. PAY PARTICULAR ATTENTION ALL PIPE AND FITTIVGS SHALL BEAR NFS-DWV MARK AND SHALL BE JOINED STAMPED OR 5 CORE ELBOWS. "SNAP-LOCK", LONGITUDINAL SEAM DUCT, TO NORMAL AND EMERGENCY START-UP AND SHUT-DOWN PROCEDURES, WITH SOLVENT WELD JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. BUTTERFLY VALVES: U.L. APPROVED. IRON BODY, 175 PSI RATED, OR ADJUSTABLE FITTINGS ARE ACCEPTABLE ON INDIVIDUAL- - SEASONAL CHANGE-OVER, SAFETY DEVICES, AND TEMPERATURE CONTROL LUG TYPE, WITH POSITION INDICATOR AND PADLOCKING DEVICE. GRILLE/DIFFUSER-RUNOl1-T-S-ONL-Y.- -- --- - - - -- --- SYSTEMS. PROVIDE AN OWNER SIGN-OFF SHEET LISTING ALL B. MATERIALS; STORM PIPIN3 (INSIDE BUILDING) C. ALL LAUNDRY EXHAUST DUCTS TO BE WATERTIGHT CONSTRUC110N. DEMONSTRAl10NS AND REVIEWED PROCEDURES THE OWNER RESERVES THE C CHECK VALVES U L. APPROVED. IRON BODY, BRONZE TRIM, LAUNDRY EXHAUST DUCTS RQUTED THRDUGH UNHEATED SPACES SHALL BE San Francisco Office RIGHT TO REQUIRE ADDITIONAL INSTRUCTION AND/OR INSTRUCTIONAL AIDS 1. DRAINAGE PIPE ANG FITTINGS ABOVE GROUND; STANDARD WEIGHT, HORIZONTAL SWING CHECK WITH RENEWABLE BRONZE SEAT AND RINGS. 175 INSULATED. SUCH AS THE VIDEO TAPING OF THE DEMONSTRATIONS. COSTS ASSOCIATED GALVANIZED STEEL PIPE WITH BLACK C.I. DRAINAGE FITTINGS, DWV PSI NON-SHOCK C.W. SERVICE, UP TO 2 INCH SCREWED, 2-1/2 INCH AND D. RUNOUTS T0-AIR-OUTLETS MAY BE FLEX DUCT, NOT TO EXCEED-8 FT. RUN. 388 Market Street, Suite 380 WITH "ADDITIONAL INSTRUCTION" ARE TO BE PAID BY THE OWNER. COPPER DRAINAGE PIPE AND FITTINGS WITH 50-50 SOLDER OR STANDARD LARGER FLANGED. PROVIDE RIGID RUNOUTS TO INSURE MAX FLEX RUNS.- - San Francisco, CA 94111 WEIGHT, C.I. SOIL PIPE AND FITTINGS. ALL DRAINS WITHIN THE E. VALVES Tel• 415.392.4433 C. FOR SUBJECTS IN WHICH THE CONTRACTOR MAY NOT BE PERSONALLY BUILDINGS, WHEN UNDERGROUND, SHALL BE STANDARD WEIGHT C I SOIL D. GLOBE VALVES: U.L. APPROVED. BRONZE SCREWED. CLASS 125, ' QUAUFIED TO OFFER COMPLETE COMPREHENSIVE INSTRUCTION, SECURE THE PIPE AND FITTINGS CLASS 50 DUCTILE IRON PIPE AND FITTINGS OR 200 LB. WO.G. 1. VALVES IN WATER AND-AN�IFREEZE SYSTEIvF SHAL--L$E-SIZED FOR NOT MORE F87C: 415.392.4454 SERVICES OF ONE VIMO IS. HUBLESS C.I. WITH C I. COUPLINGS FOR BELOW GRADE. THAN -PSI DROP. � - - � 3. GAS PIPING 8• �NET SPRINKLER SYSTEM 2 HEATIN OR COOLINGPGENERATIONLPLANTLW ENEVERFA OSS OP POWER TO THE Boulder Office END OF SECTION A. GENERAL: DRAWINGS SHOW THE EXTENT AND GENERAL ARRANGEMENT VALVES OCCURS. IF VALYES ARE INVOLVED WITH A CHANGEOVER TYPE A. GENERAL OF THE SYSTEM. CENTER ALL HEADS IN CEILING TILE; SHOW ACTUAL OPERATION THE VALVES SHALL FAIL TO OPEN TO THE HEATING WATER SUPPLY. 1434 Spruce Street, SUlte 110 LOCATIONS ON SHOP DRAWINGS. Boulder, CO 80302 SECTION 15250--INSULATION 1. SURROUND ALL BUPIED PIPE WITH 4 INCH CLEAN SAND BEFORE F. FREEZE DETECTION THERMOSTATS. EACH SUPPLY SYSTEM WITH WATER Tel• 303.449.4433 BACKFILLING. B. SPRINKLER HEADS COILS TAKING OUTSIDE AIR SHALL HAVE A FR�EZE DETE�TLQN THERMOSTAT FaX• 303.449.3366 1. PIPING AND EQUIPMENT 2. GAS METER AND SERVICE FROM THE MAIN TO THE METER WILL BE LOCATED ON THE_DOWNSTREAM SIDE OF THE COIL. THERMOSTATS SFiALL BE OF ' FURNISHED AND INSTALLED BY THE UTILITY COMPANY, PAID FOR BY THE 1. TO BE FIRE UNDERWRITERS APPROVED STANDARD SPRAY SPRINKLER ADJUSTABLE ELECTRIC CONTACT TYPE, SILVER PLATED,- MANUAL RESET WITH 20 _ A. DOMESTIC COLD WATER PIPE, VALVES, AND FITTINGS. OWNER. HEADS, NOMINAL TEMPERATURE RAl1NGS EXCEPT WHERE HIGH TEMPERATURE FEET FLEXIBLE SENSING BULB OF INCREMENT TYPE WITH ANY SECTION CAPABLE 3. GAS PIPING FROM -HE METER THROUGHOUT THE BUILDING WILL BE HEADS ARE REQUIRED: HEADS TO BE CHROME PLATED IN ALL AREAS OF ACTUATING MECHANISM ON TEMPERATURE DROP-BELOW SET POINT, 1 INSULATE WITH U.L. APPROVED, FLAME RESISTANT, WHITE VAPOR DONE UNDER THIS )IVISION AND CONNECTED TO ALL EQUIPMENT REQUIRED. EXCEPT: THERMOSTAT SHALL STOP FAN(S) AND CLOSE 011TSIDE AIR DAMPER. THEY info�ResortDesign.com BARRIER JACKETED, 1/2 INCH THICK GLASS FIBER MICRO LOK 2. FURNISH EXTRA HEADS ENCLOSED IN STEEL CABINET. NUMBER IN SHALL HAVE AN ISOLATED SET OF CONTACTS FOR ALARM SYSTEM. ry�yW,ResortDesign.COm INSULATION. INSULATE VALVES AND FITTINGS WITH GLASS FIBER B. PIPING: SCHEDULE 40 ELACK STEEL PIPE, 150 LB. MALLEABLE ACCORDANCE WITH NFPA N0. 13 RECOMMENDATIONS, IN ADDITION TO HEADS - - BLANKET INSULATION AND PREMOLDED PVC COVERS (COVERS TO BE UL IRON SCREWED FITTINGS ON ABOVE GROUND PIPE, WELDED FITTINGS WITH FURNISH TWO SPECIAL SPRINKLER HEAD WRENCHES. B. ACCEPTABLE MANUFACTURERS-FLEXIBLE DUCTS _ _ 25/50 RATED). ALL PIPING COATED AND WRAPPED ON BURIED PIPE. 2 ALL BURIED PIPE AND FITTINGS (EXCEPT WATER SERVICE FROM C. DESIGN. THE SPRINKLER SYSTEM IS BASED ON THE FOLLOWING 1. LOW VELOCITY FLEXIBLE DUCTS. FLEXIBLE DUCTWORK SHALL HAVE � STREET TO BUILDINGS) SPIRAL WRAPPED WITH "PROTECTO WRAP" N0. 200 C. VALVES: LUBRICATED PLUG VALVE 175 LB. W.0 G. IRON SCREWED CRITERIA. AN OUTER JACKET OF FIRE RETARDANT POLYETHYLENE VAPOR BARRIER COATING OR EQUIVALENT, 50 PERCENT OVERLAP. NO INSULATION IS OR FLANGED. MATERIAL, UNIFORM LAYER OF FIBERGLASS INSULATION, HIGH-STRENGTH REQUIRED. 1. THE SYSTEM SHALL BE HYDRAULICALLY CALCULATED BY THE GALVANIZED STEEL HELIX ENCAPSULATED IN REINFORCED_"RIP_STOP" _ _ � " - r, 4. FLASHINGS CONTRACTOR TO MEET NFPA HAZARD TYPE AS DEFINED BY AHJ. ALUMINUM LAMINATE INTERIOR CORE, UL LISTED AND LABELED, -CLASS 1 v B. DOMESTIC HOT WATER PIPE AND FITTINGS 2. PROVIDE SHOP DRAWINGS SUBMITTALS INCLUDING CALCULATIONS AND AIR DUCT. WORKING PRESSURE RATING: POS. 6 INCH, NEG. 4 INCH. Z A. FLASH EACH VENT AND STACK THROUGH ROOF BY METHOD RECOMMENDED DRAWINGS SHOWING AREAS CALCULATED ALONG NODAL POINTS USED IN FLEXMASTER TYPE 5 OR EQUIVALENT. J 1 ALL HOT WATER SUPPLY UNES AND CIRCULATING WATER LINES BY ROOF MANUFACTUREP, AND APPROVED BY ARCHITECT. CALCULATIONS. � INSULATED WITH U.L. APPROVED, FLAME RESISTANT, WHITE ALL SERVICE 3. A FLOW TEST SHALL BE RUN FOR USE IN THE HYDRAULIC INSULATED FLEXIBLE DUCT, CONSISTING OF INNER CORE � JACKETED, GLASS FIBER MICRO LOK INSULATION OF THICKNESS SHOWN IN B. FLASH ROOF DRAINS WITH MANUFACTURED CHLORINATED POLYETHYLENE CALCULATIONS. OF ONE PLY CORRUGATED DUCT, 1 INCH THICK, 3/4 LB. TABLE I. INSULATE FITTINGS WITH GLASS FIBER BLANKET INSULATION LAMINATED TO 25 LB. FELT OR EQUIVALENT. INSULATION VAPOR BARRIER CORE. ALL FLEXIBLE DUCTS _ _ AND PREMOLDED PVC COVERS (COVERS TO BE UL 25/50 RATED) SHALL NOT EXCEED EIGHT FEET IN LENGTH. DUCT MUST Q � 5. CLEANOUTS END OF SECTION BE APPROVED BY CODE AUTHORITY FOR THE SPECIFIC APPLICATION. Q �- TABLE I A. PROVIDE FULL SIZE BRA;S CLEANOUT PLUGS WHEREVER PIPES CHANGE SECTION 15600--HEAT AND COOLING CLEVAFLEX, CLEVAFORM TYPE SFV OR EQUIVALENT. DOMESTIC HOT WATER PIPING DIRECTION OR OTHERWISE REQUIRED. BRASS PLUGS WITH CHROME PLATED � MINIMUM PIPE INSULAl10N (THICKNESS IN INCHES) COVER PLATES FOR WALS, SCORIATED BRASS COVER FOR FLOOR, FLUSH 1. PIPEWORK ACOUSTICALLY INSULATED FLEXIBLE DUCT, CONSISTING �/ W WITH FLOOR OR WALL. AVOID LOCATING FLOOR AND WALL CLEANOUTS IN OF INNER CORE OF PERFORATED ONE PLY CORRUGATED V O VISIBLE LIVING AND SLEEPING AREAS. COORDINATE LOCATIONS WITH THE A. PIPING DUCT, 1 INCH THICK INSULATION AND VAPOR BARRIER = � SERVICE PIPE SIZES ARCHITECT. WHEN OUT�IDE, HEAVY DUTY CAST IRON TRACTOR COVER SET COVER. THE FLEXIBLE DUCT MUST BE APPROVED BY CODE V J � WATER IN TWO FOOT SQUARE Bf 6 INCH DEEP CONCRETE PAD OR IN CONCRETE OR 1 DRAIN PAN PIPING NOT BURIED, TYPE "M" COPPER, WROUGHT AUTHORITY FOR THE SPECIFIC APPLICATION. DUCT MUST _ ____ _ _ � HEATING ASPHALT SURFACE. °Y" IN THE LINE AND VERTICAL RISER OF C.I. COPPER FITTINGS AND 95-5 SOLDER. BURIED; TYPE "L" COPPER, HAVE THE FOLLOWING MINIMUM INSERTION LOSS IN � Z \ TEMPERATURES PIPE. WROUGHT COPPER FITTINGS AND 95-5 SOLDER. ALL BURIED PIPE SHALL DB/FT. / F. BE SURROUNDED WITH 4 INCH OF CLEAN SAND. O C T A V E B A N D 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 6. FIXTURES AND EQUIPMENT 2. HEATING WATER PIPING, CHILLED WATER PIPING AND SNOWMELT MAIN INSERTION LOSS 2.7 2.7 2.3 2.8 3.2 -•� O - NONCIRCUL CIRCULATING MAINS AND PIPING: � ATING RUNOUTS A. FIXTURES A. SCHEDULE 40 BLACK STEEL WITH PRE FORMED CASCO ACOUSTICAL FLEX SILENT FLEX II OR Z Q O RUNOUTS STEEL FITTINGS. BRANCH LINES ON WELDED INSTALLATION USE WELDING EQUIVALENT. , , __ - O � V ` - 1. INSTALL FIXTURES �ND/OR ROUGH-IN ACCORDING TO THE FIXTURE TEES, THREAD-O-LETS AND WELD-O-LETS. ALL FITTINGS TO BE LONG - - � � � � SCHEDULE. AND/OR FIXTURES PROVIDED BY OWNER. RADIUS PATTERN. ALL FITIINGS FOR ANTIFREEZE SYSTEMS SHALL BE BUTT 2. ROUND DUCT CONNECTORS: FACTORY FABRICATED GALVANIZED FOR � N J UP TO 1 UP TO 1- 1-1/2 OVER 2. SECURE FIXTURES -0 WALLS AND FLOOR OR COUNTERTOPS IN WELD OR SOCKET WELD INSULATED DUCTS. � INCH 1/4 INCH TO 2 ACCORDANCE WITH MANUFACTURER'S ROUGHING-IN AND SETTING B. COPPER PIPEWORK: (CONTRACTOR'S OPTION). PIPING BUTTERFLY DAMPER AND QUADRANT OPERATOR ON ALL APPLICATIONS EXCEPT Q ,G Q INCH" 2 INCH INCH REQUIREMENTS AND FORM A RIGID INSTALLATION. MAY BE TYPE "K" COPPER FOR ALL BURIED LINES USING WROUGHT COPPER VAV SYSTEMS UPSTREAM OF VAV BOXES. _ = O ' 3. ALL PIPE AT THE FIXTURES WHICH MAY BE EXPOSED TO VIEW SHALL FITTINGS AND 1100 DEGREE SOLDER. FOR NON-BURIED PIPING; TYPE "M" 3. FLEXIBLE CONNECTIONS. 24 OZ. PER YARD, U L. APPROVED -- B E B R A S S C H R O M E F I N I S H, F I N I S H E D W I T H C H R O M E E S C U T C H E O N S W H E R E C O P P E R, W R O U G H T C O P P E R F I T f I N G S A N D 9 5-5 S O L D E R. A L L B U R I E D P I P E M A T E R I A L � J 170 - 180 0.5 1.0 1 5 2 0 THEY PROJECT FROuI WALLS AND FLOORS. SHALL BE SURROUNDED WITH 4 INCH OF CLEAN SAND. 4. ELBOWS Q� 4. STOP VALVES SHALL BE FURNISHED AND INSTALLED AT ALL 3. SNOWMELT/RADIANT FLOOR SERPENTINE TUBING: A. ALL CHANGES IN DIRE�TION SHALL BE MADE WITH RADIUS ELBOWS M � FIXTURES, FOR ALL EQUIPMENT AND AT ROUGH-IN LOCATIONS. A. ALL TUBING TO BE CROSS-LINKED POLYETHYLENE WITH AN OXYGEN yy�7H RADIUS TO CENTERLINE EQUAL TO 1.5 DUCT WIDTH,_1JNLESS NOTED W 140 - 160 0.5 0.5 1.0 1.5 5. VACUUM BREAKERS SHALL BE PROVIDED AT ALL OUTLETS WITH HOSE DIFFUSION BARRIER. TUBING TO BE RATED FOR CONTINUOUS OPERATION OF 100 CONNECTIONS. PSIG AND A TEMPERATURE SUITABLE FOR THE SPECIFIC APPLICATION. FACTORY OTHERWISE. - - - � � 6. ALL EXPOSED DOMESTIC HOT WATER AND WASTE AT HANDICAPPED MANIFOLDS SHALL BE EQUIPPED WITH ZONE VALVES AS REQUIRED. SYSTEM �, WHERE REQUIRED FOR SPACE CONSTRAINTS, PROVIDE SQUARE THROAT O 100 - 130 0.5 0 5 0.5 1.0 ACCESSIBLE FIXTUR=S SHALL BE INSULATED WITH TRUEBRO "LAV GUARD" SHALL BE CAPABLE OF WITHSTANDING TEMPERATURES 180 DEGREES F TO 230 FOR SI: 1 INCH = 25.4 MM, DEGREE F. = 1.8 DEGREE C + OR EQUIVALENT. DEGREES F FOR LIMITED PERIODS OF TIME. INSTALL PIPING AND MANIFOLD IN ELBOWS WITH SINGLE WIDTH (NON-AIRFOIL) TURNING VANES. J ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. FOR DUCT DEPTHS OF 36 INCH OR LESS, PROVIDE MANUFACTURED --- ------- - 1 NOMINAL IRON PIPE SIZE AND INSULATION THICKNESS. B. SNOWMELT PIPING SHALL BE PLACED ON 9 INCH CENTERS AND SHALL BE SINGLE WIDTH (NON-AIRFOIL) TURNING VANES, WITH-SPACING IN = CONDUCTIVITY K 0.23 END OF SECTION CAPABLE OF PRODUCING 150 BTUH/SQ.FT. AT ENTRY WALK PORCH WITH 120 ACCORDANCE WITH SMACNA DUCT CONSTRUG110N STANDARDS FOR "STANDARD --_ __ w 2 ALL BURIED PIPE AND FITTINGS SHALL BE INSULATED IN THE SAME BTUH/SQ FT. AT ALL OTHER DECKS OR PATIOS WITH 100 DEGREE F EWT, 30 SPACING". USE DOUBLE THICKNESS BLADES FOR-DUCT DEPTHS GREATER � MANNER WITH 4-1/2 LB./CU.FT. INSULATION, SPIRAL WRAPPED WITH THAN 36 INCH. USE NO TRAILING EDGES. - -- - - _�. � "PROTECTO WRAP" N0. 200 COAl1NG OR EQUIVALENT, 50 PERCENT SECTION 15500--FIRE PROTECTION DEGREE WTD. TUBE DIAMETER, NOMINAL 5/8". WIRSBO PEPEX OR STADLER, EHT - _ _ _ R@VISIOIIS: EQUIVALENT. ENTRAN AND POLYBUTYLENE PIPING NOT PERMITTED. 5. OPPOSED BLADE DAMPERS (FOR DUCT SPLIT AND WHERE SHOWN). o OVERLAP C. RADIANT FLOOR PIPING SHALL BE SPACED ON 9 INCH CENTERS AND SHALL P��"I1T S�7 10-I9-�� � 1. DESIGN/BUILD SCOPE OF WORK BE CAPABLE OF PRODUCING 25 BTUH/SQ.FT. WITH 135 DEGREE F EWT, 20 A. STEEL OR ALUMINUM CONS�RUCTION WITH WORK DRIVER OPERATOR. � � C. ROOF DRAIN LEADERS. INSULATE ALL LINES AND FITTINGS, WHICH DEGREE WTB. WIRSBO PEPEX OR STADLER, EHT EQUIVALENT. ENTRAN AND Q1 SJ..DC�. D�Pt. �- � SCREWDRIVER SLOTTED SHAFT, FACTORY ASSEMBLED.'-- i ARE NOT BURIED, SAME AS DOMESTIC COLD WATER PIPING. NO A. THE FIRE PROTECTION S STEM SHALL BE INSTALLED UNDER THE POLYBUTYLENE PIPING NOT PERMITTED B. SIZES UP THRU 36 INCH X 12 INCH: BARBER COLMAN -AOOG, T & B �r INSULATION REQUIRED ON BURIED LINES. DESIGN/BUILD CONCEPT. THE SYSTEM SHALL BE COMPLETE AND INCLUDE 7S, TITUS AG-356, KRU�GER_OBD-DM, ANEMOSTAT 064,-CaRNES 800, - SUBI"II-TT�L ,��0-�2-(d� o ANY AND ALL APPURTENANCES AND BE FULLY COORDINATED WITH ALL OTHER B. VALVES AND SPECIALTIES AGITAIR OB, J & J OBD-DM, OR EQUIVALENT. - D. INSULATION FOR ALL TYPES OF PIPING SHALL BE CARRIED FULL BUILDING SYSTEMS. IN�UDE FIVE SETS OF FULL DESIGN CALCULATIONS C. SIZES ABOVE 36 INCH X 12 INCH MULTI-DAMPER -WITH,EXTERNAL � Q2 -SLDC�. D��T. R�- O1 SIZE (CONTINUOUS) THROUGH THE HANGERS. WITH FIVE SETS OF SHOP DRAWINGS PREPARED, REVIEWED, AND SEALED BY 1. GLOBE VALVES OR PLUG VALVES MAY BE USED AS BALANCING VALVES. HANDLE AND QUADRANT�TYPE LOCKING DEVICE QUADRANT REGULATOR. � A REGISTERED PROFESSI�NAL ENGINEER OR STATE OF COLORADO CLASS III 2. DIELECTRIC UNIONS ARE TO BE USED AT ALL CONNECTIONS WHERE SUBM17T,4L m6-3(�-�� 0 2. DUCT INSULATION TECHNICIAN. DO THE W��RK IN ACCORDANCE WITH THE NFPA 13 FERROUS MATERIAL IS CONNECTED TO BURIED NON-FERROUS MATERIAL AND BLADES NOT TO EXCEED-fi INCH IN WIDTH. -�-_� , �,- - _ _ , - o RECOMMENDATIONS AND COMPLY WITH THE RECOMMENDATIONS OF INSURANCE WHERE NON-FERROUS MATERIAL IS CONNECTED TO DOMESTIC WATER PIPING. 6 VOLUME EXTRACTORS WHERE^SHOWN AT RECTANGULAR TAKEOFFS � A. INSIDE DUCT LINER - SEE SECTION 15800 - DUCTWORK. SERVICES OFFICES OF COLORADO 3. GATE VALVES: BRONZE SCREWED, CLASS 125 OR IRON BODY, BRONZE � _-.._ „ - _ _ -__r � � B. SECURE ALL NECESSARY PERMITS AND APPROVALS FROM THE MOUNTED, FLANGED, CLASS 125. A. STEEL OR ALUMINUM CONSTRUCTION WITH VANES ON 2 INCH CENTERS, _ _ 4. PLUG VALVES: 175 LB. W.O.G FOR 250 DEGREE F AT 150 PSI GAUGE OPERATED. MANUAL�OPERATOR ATTACHED T0, BRANCH DUCT. CARNES � END OF SECTION AUTHORITY HAVING JURISDICTION (AHJ). W.P ECCENTRIC, TIGHT SHUT-OFF WITH PERMANENTLY LUBRICATED STEM 1250, TITUS AG-225, T &,B- VLR, ANEMOSTAT DT2M; KRUEGER EX-88A, � BEARING SURFACES IN UPPER AND LOWER JOURNALS DEZURIK FIGURE 435 AGITAIR, BRANCHTROL S-2,-J�& J EX 9, METALAIRE-�EX-�1_ OR - 2. SERVICE OR HOMESTEAD SERIES 1500. EQUIVALENT. �� m SECTION 15400--PLUMBING 5. FLO-CONTROL VALVES• BELL & GOSSETT FLO CONTROL, TACO FLO- _ _ _ _ _, _,_ DI'SWlllg TItI@: � A. PROVIDE SERVICE FROM fHE MAIN TO A FLANGE INSIDE THE CHEK OR HOFFMAN FLO CONTROL VALVE 7. FIRE DAMPERS. U.L. LABEL. , M�C'1"��N I Gf�t� � 1. WATER PIPING BUILDING WALL PIPING OUTSIDE THE BUILDING TO HAVE NOT LESS THAN 6. BALANCING VALVES: 125 PSI W.P. FOR 250 DEGREE F SERVICE, � . � SEVEN FEET OF COVER. PROVIDE SYSTEMS THROUGHOUT THE BUILDING. T1GHT SHUTOFF, ILLINOIS DUAL PURPOSE BALANCING/SHUTOFF VALVE, � ' ��,__ _, � A. WATER SERVICE Q HOFFMAN, SARCO, OR EQUIVALENT. A ON ARCHITECTURA FL{30R PLAN,EWITHESLEEVE W ERE-�ONSTRUC110N FIRE SC��DL�L�S ,4N � , 7. UNIONS• 300 PSI W.O. G. MALLEABLE IRON SCREWED OR 125 LB. ° 1. PROVIDE METER IN ACCORDANCE WITH THE GOVERNING BODY S 3. OUTSIDE ALARM CAST IRON FLANGED UNIONS. RATING REQUIRES. TO MEET NFPA 90 A REQUIREMENTS. -SHUTfER, �� ,� �I � REGULATIONS. OWNER SHALL PAY FOR COST OF METER. 8. STRAINERS: 250 LB. SEMI-STEEL OR CAST IRON °Y" TYPE CURTAIN TYPE BLADES, AND REPLACEABLE FUSIBLE-LINK. - USEpTYPE B 1�0��� 2. ALL PIPE OUTSIDE THE BUILDING: 4 INCH AND LARGER; CLASS A. PROVIDE FIRE ENTRY STATION CONSISTING OF O.S & Y. GATE SCREWED MONEL SCREEN 125 LB. SEMI-STEEL "Y" TYPE FLANGED BRASS DAMPERS AT ALL LOCAl10NS WHERE SPACE PERMITS-OR TYPE C DAMPERS o ' ' ' FOR ROUND OR OVAL DUCTS. -USE TYPE A DAMPERS ONLY WHERE SPACE __ � 250, CEMENT LINED, CAST IRON OR DUCTILE IRON OF MANUFACTURER'S VALVE, BACKFLOW PREVENTER ASSEMBLY, AND U.L. APPROVED FLOW SWITCH SCREEN. WILL NOT ALLOW TYPE "B°. m RECOMMENDED THICKNESS CLASS MECHANICAL JOINT OR PUSH-ON JOINT, 3 AND OUTSIDE WEATHERPROOF ELECTRIC ALARM CONSISTING OF AUDIBLE 9. PRESSURE TEMPERATURE TAPS: UNIVERSAL CONTROLS CORPORATION � i INCH AND SMALLER TYPE "K" COPPER WITH WROUGHT COPPER FITTINGS AND HORN AND VISUAL LIGHl DEVICE. #45PT-N SISCO ENO-500 1/2 INCH NPT, NORDEL CORE. �r ` � HARD SOLDER WITH A MINIMUM MELTING POINT OF 1100 DEGREE F. �R 8. DUCT LINER (INSIDE THE DUET�.,-_� - _ _, �._ � 3. PIPING OUTSIDE THE BUILDING SHALL HAVE NOT LESS THAN EIGHT B. ALARMS SHALL BE CONI�ECTED TO EVERY FIRE SPRINKLER SYSTEM � + � FEET OF COVER FROM FINISHED GRADE. [EXCEPT FOR SYSTEMS TAKEN FROM DOMESTIC WATER]. 10. COPPER PIPE VALVES AND SPECIALTIES A. ALL SHEET METAL SHAL-L-BE LINED-WITH FACTOR`f-EDGE COATED `� o JOHNS MANVILLE PERMAC�TE�It OR APPROVED EQUAL. THE LINER SHALL GATE VALVES: BRONZE, CLASS 125, 200 LB. W.O.G. " B. PIPING (INSIDE BUILDING) 4. DRAWOFFS AND DRAINS GLOBE VALVES: BRONZE, CLASS 125, 200 LB. W.O.G. MEET ASTM-1071 AND NFPA 90A WITH AN AIR STREAM ACRYLIC COATING, �-23-�� � CHECK VALVES. BRONZE, CLASS 125, 200 LB. W.O.G. WHICH CONTAINS AN IMMOBILIZED,-EPA REGISTERED, ANTI-MICROBIAL Date:--- � 1. PIPING INSIDE BUILDING; BURIED LINES, TYPE "K" COPPER WATER A. INSTALL SPRINKLER BRAIJCHES AND PIPING TO DRAIN TO THE MAIN BALANCING VALVES: 125 PSI W.P. FOR 250 DEGREE F AGENT AS TESTED IN ACCORDANCE WITH ASTM G-21 AND G-22. THE LINER ,4,e�;is�E;s,,f, ' � � TUBE, WROUGHT COPPER FITTINGS, AND 1100 DEGREE F SOLDER. NON- RISER OR TO DRAINS IN THE BUILDING. PROVIDE A � INCH DRAIN AND SERVICE, TIGHT SHUTOFF, ILLINOIS DUAL PURPOSE SHALL HAVE AN R-VAL-UE OF -4.2-AND A NRC OF 70 €TESTED IN �` -�,.; � BURIED LINES, TYPE L COPPER WATER TUBE, WROUGHT COPPER ACCORDANCE TO ASTM, C-423 "TYPE A MOUNT1Nf". MAXIMUM VELOCITY - ` _ i FITTINGS, AND NO LEAD 95-5 SOLDER. TEST LINE ON SUPPLY FISER WITH 4 INCH VALVED DISCHARGE PIPE BALANCING/SHUTOFF VALVE, HOFFMAN, SARCO OR 6000 FPM. ADHESIVE-SHALL CONFORM TO ASTM C 916, WITH LINER � m_ Project No: 231�9.�� o RUNNING TO FLOOR DRAIN. EQUIVALENT. ADHERED TO THE DUCT WITti 9(� PERCENT MINIMUt�-�EOVERAGE. PW � � � �� ` _ � � , � - � 2. ALL BURIED PIPE WITHIN THE BUILDING INSULATED PER INSULATION .,y, , � SECTION AND SURROUNDED BY 4 INCH CLEAN SAND. ALL BURIED PIPE � PLACEMENT PER MANt1FACTURER'S DATA SHEET �dOHNS MANVILLE AHS-197]. : .,� - -� � OUTSIDE THE BUILDING SURROUNDED BY 4 INCH CLEAN SAND. END OF SECTION SHOP OR FIELD CUTS SHALL-BE LIBERALLY COATED WITH JOHNS MANVILLE I� ", (qI�(' �� Drawn by: �PN � 3. VALVES AND SPECIALTIES SUPERSEAL EDGE TREATMENT OR APPROVED EQUAL. NOTE: WHEN VELOC �� -- o GATE VALVES: BRONZE, CLASS 125, 200 LB W.O.G EXCEEDS 4000 FPM, US� ME�AL-NOSING ON EVERI� LEADING EDGE. , � GLOBE VALVES: BRONZE, CLASS 125, 200 LB. W.O.G. � ^ � - , � � SWING CHECK VALVES: BRONZE, CLASS 125, 200 LB. 9. FIRE/SMOKE DAMPERS U.L. �LABEL '� Reviewed by: �� ° W.O.G. - - -�, - -�,- - -„ -- � "' A. FIRE SMOKE DAMPERS SHALL CONFORM TO UBC STANDARDS NOS 43-7 rn DIELECTRIC UNIONS: PROVIDE A DIELECTRIC � �A Tm�T i UNION AT ALL CONNECTIONS WHERE NON-FERROUS AND 43-12 WITH A MINIMUM LEAKAGE CLASSIFICAl10N OF II DAMPERS �liV1l11� � MATERIAL TRANSITIONS TO FERROUS MATERIAL. � y SHALL INCORPORATE ONE��t£LASSIFIED SAFETY_MODE-OPERATOR WITH � Sh�CC�:----- STRAINERS: 250 LB. SEMI-STEEL OR CAST IRON Y DIRECT DETECTOR SIGNAL. FURNISH DAMPER WITH DUAL POSITION GtiI�IZE / � TYPE WITH MONEL OR BRASS SCREEN. INDICATION (END SWITCHES� TO INDICATE FULL OPEN OR CLOSED).-� �-�- � PRESSURE TEMP. TAPS: UNIVERSAL CONTROLS INSTALL IN ACCORDANCE, WITH-THE MANUFACTURER'S UL INSTALLATION Consulting Engineers, Inc. a CORPORATION INSTRUC110NS. EC TO FURNISH POWER TO SMOKE DAMPER AND vaa s�o)sas-s�oa �yPo�T y� _, � jNUMBER 45-PT-N. SISCO BNO- COORDINATE OPERATION� WITH FIRE ALARM SYSTEM AS REQUIRED. �e��� �5���'T� Pro�ect No 7s53.o1 � � 5001�i2 NPT, NORDEL CORE. Den 9 (303�78-3820 END OF SECTION rnrb ce.com - _ - -- - � �.. MECHANICAL SPECIFICATIONS: ' -- � --_ -- \ ^ �� - - n - -- � - - SEQUENCE OF CONTROL. RESORT DESIGN � .�- - - - -- - _ � SECTION 15900--CONTROLS AND INSTRUMENTATION 1. FAN COII UNITS (4 PIPE SYSTEM) (1) THE DDC SYSTEM WILL MONITOR THE FOLLOWING• 10 WATER HEATER WH-1 AND 2 - - �= --- , �- _ 20: UH-1 UNIT HEATER - GARAGE A. AN INSERTIOh TYPE TEMP TRANSMITTER SENSING WATER , , - =-- - . -- ---- , 1. DESCRIPTION A. FURNISH A SINGLE STAGE PROGRAMMABLE AUTO/MANUAL (a) BURNER STATUS TEMPERATUI� LEAVING THE WATER HEATER HWS WILL - - - - A. A UNIT MOUNTED THERMOSTAT SHALL CYCLE THE - . CIGITAL THERMOSTAT. SYSTEM SWITCHING WILL INCLUDE: MODULATE 3-WAY CONTROL/BYPASS VALVE TO MAI�ITAW. -- - , -� HEATER FAN AND TWO-WAY HEATING CONTROL --- A. THE TEMPERATURE CONTROL SYSTEM. ELECTRIC AND ELECTRONIC (b) FLAME FAILURE SET POINT �' 120' (ADJ.). - - _- _- , - - , � --- �VALVE TO MAINTAIN THE THERMOSTAT SETPOINT. _ CONTROLS TO COMPRISE A COMPLETE SYSTEM, FURNISHED AND SUPERVISED (I) AUTO-HEAT-OFF-COOL B. ALARMS SHaL BE PROVIDED AS FOLLOWS: y - , - - - - - ` _ - - ' s BY THE TEMPERATURE CONTROL MANUFACTURER. (c) LOW WATER (1) HIGH HOT WATER SUPPLY TEMPERATURE: IF- GREATER 2�. GAS FIREPLACE VALVES A S_S O C I A T E S (Z) FAN SWITCHING ON/OFF 6. BOILER - HEATING WATER SUPPLY (HWS) TEMPERATURE THAN 30'F (ADJ.). -- - --- � B. WIRING - GENERAL SETPOINT RESET: (2) LOW PFIMARY HOT WATER SUPPLY TEMPERATURE:1F --�- -A., PROVIDE A WALL SWITCH TO CLOSE THE GAS VALVE. , B. FAN SWITCH- WITH FAN SWITCH IN THE ON A. THE HWS TEMPERATURE SETPOINT SHALL RESET BASED ON LESS 1-IAN 110'F (ADJ.). y ` _ ' � 1. COMPLY WITH THE NATIONAL ELECTRIC CODE, AND THE ELECTRICAL FOSITION, THE FAN RUNS CONTINUOUSLY. IN THE AUTO OUTSIDE AIR TEMPERATURE. 11. DOMESTIC HOT WAER RECIRCULATION PUMP _ ,-_ 22. P-5 RADIANT FLOOR PUMP -^"` - DIVISION OF THESE SPECIFICATIONS. FOSITION THE FAN CYCLES WITH THE COOLING COIL B. PROVIDE AN OUTDOOR AIR SENSOR LOCATED ON THE NORTH 2 RUN WIRING IN METALLIC CONDUIT, TUBING, OR RACEWAYS. CONTROLLER EXPOSURE TO HAVE DDC PROGRAM OUTDOOR AIR RESET A. PROVIDE DDC CONTROLS TO START/-STOP AND MQNITOR-,-�-,- , �-,^,�A.^��ON A CALL FROM ROOM THERMOSTAT THE PUMP _� EXCEPTIONS: C. AS OUTSIDE AIR TEMPERATURE RISES FROM Or�F (ADJ) STATUS. � , - � ` - SHALL CYCLE TO SATISFY ROOM SETPOINT (ADJ.). C. CJOLING - ON A CALL FOR COOLING FROM A WALL TO 60'F (ADJ.) THE HWS TEMPERATURE SETPOINT B. AN INSERl10tl TYPE TEMP TRANSMITTER SENSING WATER ^ ' - ,� A. NEC CLASS 2 LOW VOLTAGE WIRING WHERE NOT EXPOSED TO VIEW 1HERMOSTAT THE HEATING VALVE SHALL CLOSE AND SHALL RESET DOWNWARDS FROM 185'F (ADJ.) TO TEMPERATUF� RETURNING TO THE WATER HEA�ER HWG WILL -_ , -- --�- ARCHITECTURE, SUCH AS ABOVE SUSPENDED CEILING IN SHAFTS, ETC., MAY BE RUN IN 1HE COOLING VALVE SHALL OPEN. ON A CALL FOR NO 140'F (ADJ.) START/ STO' THE PUMP BASED ON SETPOINT OF�-1�0' � - - -� -�-� � - - PLANNING� CABLE. (NOT ALLOWABLE ABOVE CEILINGS USED AS RETURN AIR COOLING THE FAN WILL STAY ENERGIZED (WITHOUT 7. PRIMARY HOT WATER TEMPERATURE MONITORING• (ADJ) _ -- _ -,- - � � - - PLENUMS). FESITATING) IF FAN SWITCH IS POSITIONED TO ON. A THE FOLLOWING TEMPERATURES AND SAFETIES SHALL BE C. ALARMS SHaL BE PROVIDED AS FOLLOWS:- - ,`= � _ - - - �� --- . INTERIOR DESIGN � B. WIRING ENCLOSED IN TEMPERATURE CONTROL PANELS. MONITORED: - � J -_ - - - - - C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 120 VOLT POWER D. H=ATING- - ON A CALL FOR HEATING FROM A 1) PRIMARY HEATING WATER SUPPLY. (1) PUMP E � ' � J CONNECTIONS TO CONTROL EQUIPMENT WHETHER OR NOT SHOWN ON 1�ALL THERMOSTAT THE COOLING VALVE SHALL CLOSE �2) PRIMARY HEAl1NG WATER RETURN. ' DRAWINGS. �ND THE HEATING VALVE SHALL OPEN. FAN WILL STAY B. BOILERS LEAD/STANDBY OPERATION: (a) F�ILURE: COMMANDED ON, BUT THE STA7US IS 3. WIRING - SUPERVISED: ALL WIRING AND INSTALLAl10N IN ENERGIZED (WITHOUT HESITATING) IF FAN SWITCH IS (�FF. FOSI110NED IN HAND. (1) THE TWO BOILERS SHALL OPERATE IN A San Francisco Office CONNECTION WITH THE AUTOMATIC CONTROL SYSTEM TO BE THE LEAD/STANDBY FASHION WHEN CALLED TO RUN AND (b) RJNNING IN HAND: COMMANDED_OFF�_BUT __ _ _ ___ __ _ -__ 388 Market Street, Suite 380 RESPONSIBILITY OF THE MECHANICAL DIVISION, SUPERVISED BY THE 2, CORRIDO�/COMMON AREA FAN COIL UNITS FLOW IS PROVEN 1-IE STATUS IS ON. - - San Francisco, CA 94111 CONTROL MANUFACTURER OR HIS REPRESENTATIVE. UPON COMPLETION OF THE INSTALLATION THE CONTROL MANUFACTURER OR HIS REPRESENTATIVE A. T�ERMOSTAT CONTROLLED. MOTORIZED OUTDOOR AIR AND (a) TME LEAD BOILER SHALL RUN FIRST. (c) HGH HOT WATER RETURN TEMPERATURE: _IF _ Tel• 415.392.4433 SHALL LINK ALL VALVES AND DAMPERS AND CHECK OUT THE WIRING AND FETURN AIR DAMPERS TO BE INTERLOCKED WITH ASSOCIATED 6REATER THAN 130'F (ADJ.). _ _ F87C: 415.392.4454 CALIBRATE CONTROLS FURNISHED UNDER THIS SEC710N. FAN COIL UNIT. (b) ON FAILURE OF THE LEAD BOILER, THE . STANDBY BOILER SHALL RUN AND THE LEAD (d) L4W HOT WATER RETURN TEMPERATURE; IF _ _ __, _ - - ---- - C. DRAWINGS: SUBMIT SHOP DRAWINGS OF EQUIPMENT, CONTROL PANELS B. THERMOSTATS SOFTWARE LOCKED FROM GENERAL PUBLIC BOILER SHALL TURN OFF. IESS THAN 100'F (ADJ.). � _. _ BOUId@I° O�IC@ AND WIRING DIAGRAMS TO THE CONSULTING MECHANICAL ENGINEER FOR qNTROL. SOFTWARE LOCKS SHOULD BE EASILY REVIEW. (c) ON DECREASING HOT WATER TEMPERATURE, THE (e) RJNTIME EXCEEDED: STATUS RUNTIM� �XC�EDS _ _ ___ _ _ 1434 SPRIC@ StrCet, SUlte 110 f�LEASED TO LOCAL DIAL THROUGH BUILDING STANDBY BOILER SHALL STAGE ON AND RUN IN A USER DEFINABLE LIMIT. - Boulder, CO 80302 D. CONTROL SETTINGS: ALL CONTROL SETTINGS ARE TENTATIVE; MANAGEMENT SYSTEM. UNISON WITH THE LEAD BOILER TO MAINTAIN _ __ _ __ _ , -_ _ - -_ . EQUIPMENT SHALL HAVE ADJUSTABLE SETTINGS. HOT WATER TEMPERATURE SET POINT. 12. BC-1. CU-1 ROOM COOLING __ _ T@I. 303.449.4433 C. CJMMON AREA THERMOSTATS WILL HAVE: , Fax: 303.449.3366 2. ACCEPTABLE MANUFACTURERS (1) FAN AUTO/ON SWITCH (2) THE DESIGNATED LEAD BOILER SHALL ROTATE UPON A. A COOLING 1-IERMOSTAT IN THE SPACE SHALL OPERATE � ONE OF THE FOLLOWING CONDITIONS• (USER FAN COIL SISTEM. SYSTEM SHALL CONTROL AS FOLLOWS: A. ACCEPTABLE MANUFACTURERS ARE: JOHNSON CONTROL COMPANY, (2) PROGRAMMABLE NIGHT SET BACK SELECTABLE): - __ _ _ HONEYWELL, ALERTON OR BARBER COLMAN. OTHERS MUST BE ACCEPTED BY THE _ _ CONSULTING MECHANICAL ENGINEER BEFORE BIDDING. IT IS RECOGNIZED 1 UNIT. THAT PACKAGED EQUIPMENT COMES WITH OTHER NAMES ON CONTROLS AND (3) TIMED OVERRIDE. (a) MANUALLY THROUGH A SOFTWARE SWITCH. info�ResortDesign.com (2) COOLIN� - ON A CALL FOR COOUNG FROM THE WALL www.ResortDesign.com THAT SOME FUNCTIONS ARE ACCOMPLISHED WITH OTHER NAMED COMPONENTS. (b) IF BOILER RUNTIME (ADJ) IS EXCEEDED. THERM)STAT. FAN AND COOLING CONTROL YALVE ARE _, _ _ ___ THIS SPECIFICATION DOES NOT INTEND TO PROHIBIT THIS PRACTICE. D �TPOINT DAY ACTIVpTED. THEY SHALL STAY ENERGIZED UNTIL (1) COOLING SETPOINT: 73' (ADJ.). (c) DAILY. THE SPACE TEMPERATURE DROPS 1'F. , _ 3. MATERIALS AND EQUIPMENT (d) WEEKLY. _ , _ (2) HEATING SETPOINT: 70' (ADJ.). (3) ALARMS: A. LOW VOLTAGE POWER: CONTROL DEVICES AND PANELS CONTAINING E. THERMOSTAT SETPOINT NIGHT (e) MONTHLY (a) S'ACE TEMPERATURE RISES ABOVE - � - � V LOW VOLTAGE POWER SOURCES SHALL COMPLY WITH NEC CLASS 2 �'F (ADJ). REQUIREMENTS (CURRENT LIMITING), OR SUPPLIED WITH BRANCH CIRCUIT L (1) COOLING SETPOINT: 80' (ADJ.). (3) ALARMS SHALL BE PROVIDED FOR EACH BOILER AS J FUSING TO LIMIT CONTROL CIRCUIT CURRENT TO NEC CLASS 2. CONTROL FOLLOWS: (b) F'�N FAILURE. � TRANSFORMERS; OF THE CURRENT LIMITING TYPE, OR INSTALLED WITH (2) HEATING SETPOINT: 65' (ADJ.). PRIMARY DISCONNECT AND OVERLOAD PROTEC110N. (a) FAILURE: COMMANDED ON, BUT THE BURNER � (c) C�NDENSING UNIT FAILURE. F. C�RRIDOR AREA THERMOSTATS: STATUS IS OFF. _ B. THERMOSTATS 13. RENTAL UNITS, FOOD PREP AND EMPLOYEE EXHAUST � 1. SPACE THERMOSTATS, SEE SEQUENCE OF OPERATION. (1) COOLING SETPOINT: 75' (ADJ). (b> STATUS IS 0 FMANDED ON, BUT THE FLOW FANS _ _ _ � � 2. DUCT THERMOSTATS SHALL HAVE LIQUID FILLED CAPILLARY (2) HEATING SETPOINT: 68' (ADJ.) A. A SEPARATE WALL SWITCH IN BATHROOM SHALL CONTROL AVERAGING BULBS. (c) LOW WATER ALARM THE EXHAUST FAN INDEPENDENTLY. O � 3. ALL THERMOSTATS SHALL HAVE A TEMPERATURE RANGE SUITABLE FOR W THE APPLICATION AND HAVE ADJUSTABLE SET POINTS. PROVIDE VISIBLE (3) PROVIDE LOCKABLE GUARD (d) FLAME FAILURE 14. GARAGE EXHAUST =AN/CARBON MONOXIDE DETECTION - - - � V SCALE THERMOMETER ON THERMOSTATS. G. RUN CONDITIONS: SYSTEM = O �� n (e) RUNNING IN HAND: COMMANDED OFF, BUT THE Q Q C. DAMPERS: PACIFIC SERIES 210, JOHNSON PROPORTION-AIR , STATUS IS ON. A. ACME 01-10-01 PANEL AND REMOTE MOUNTED 01-33A � J HONEYWELL °MODUFLOW LOW LEAKAGE", RUSKIN "CD250 LOW LEAKAGE PENN (1) CORRIDOR: FAN WILL RUN CONTINUOUSLY. CARBON MOUOXIDE SENSORS LOCATED PER MANUFACTl7RER'S --- ---- � � AIR CONTROL DAMPER PBD OR OBD OR EQUIVALENT. (f) RUNTIME EXCEEDED: STATUS RUNTIME RECOMMEND,►110NS. WIRE THE CONTROL CONTACTS IN - H. CAMMON AREA EXCEEDS A USER DEFINABLE LIMIT. PARALLEL S�) EITHER CONTROLLER WILL SATISFY � � � D. VALUE SEQUENCE. OTHER MANUFACTURER'S ARE ACCEPTABLE J J (1) FAN SWITCH- WITH FAN SWITCH IN THE (g) LEAD BOILER FAILURE TO RUN: THE LEAD (MACURCO, =TC.) THAT SATISFIES THE CONTROL � ON POSITION THE FAN COIL FAN RUNS CONTINUOUSLY. IN � E. FREEZE DETECTION THERMOSTATS � BOILER IS IN FAILURE AND THE STANDBY SEQUENCE �1VD SENSING LEVELS. Z � V THE AUTO POSITION THE FAN COIL FAN CYCLES WITH THE BOILER IS ON O ' ' " D. SMOKE DETECTORS (NFPA REQUIREMENTS) APPROPRIATE CONTROL VALVE. FAN WILL STAY ENERGIZED B. THE PANEL SHALL INCORPORATE THE NECESSARY LOGIC - � (WITHOUT HESITATING) IF FAN SWITCH IS POSITIONED ON. (h) HIGH PRIMARY HOT WATER SUPPLY CIRCUITS TO OPERATE THE EXHAUST FANS AND FUTURE � � 1. NO SMOKE DETECTOR DEVICES REQUIRED ON SYSTEMS 1999 CFM AND TEMPERATURE: IF GREATER THAN 200'F MOTORIZED PAMPER ACCORDING TO THE SEQUENCE OF Z N J LESS A. I.�CATE DUCT THERMOSTAT NEAR HEAT PUMP RETURN AIR (ADJ). CONTROL LI'TED BELOW. Q V Q ' 2. EACH SUPPLY SYSTEM SHALL BE EQUIPPED WITH A MANUAL EMERGENCY OPENING. _ T \ STOP CONTROL LOCATED AT A CONVENIENT AN D A C C E S S I B L E P O I N T F O R (i) L O W P R I M A R Y H O T W A T E R R E T U R N C. C A R B O N M O P O X I D E S Y S T E M S E Q U E N C E O F C O N T R O L •��- O � S H U m N G D O W N T H E F A N I N C A S E O F F I R E. F O R T H E P U R P O S E S O F T H I S (1) ON A CALL FOR HEAT AND AFTER PROVING AIR FLOW T E M P E R A T U R E. I F L E S S T H A N 1 2 5'F' -� � -,- SPECIFICATION, THE DISCONNECT SWITCH WILL SERVE THIS PURPOSE. THE DUCT THERMOSTAT WILL STAGE TO MAINTAIN (ADJ.) (1) IF ANY SENSOR DETECTS CARBON MONOXIDE LEVELS � J 3. IN SYSTEMS OVER 2,000 CFM CAPACITY APPROVED SMOKE DETECTORS 50' (ADJ.) ENTERING AIR TEMPERATURE TO THE AT 50 PARTS PER MILLION (PPM), THE GARAGE-- m SHALL BE INSTALLED IN THE MAIN SUPPLY DUCT AND AT EACH STORY HEAT PUMP. (J) COMBUSTION AIR FAILURE: COMMANDED EXHALST FANS SHALL START AND THE GARAGE OVERHEAD M PRIOR TO THE CONNECTION TO A COMMON RETURN AND PRIOR TO ANY 3. EXHAUS- FANS, COMMON AREA OPEN/ON, BUT STATUS IS CLOSED/OFF DOOR SHALL OPEN TO A PREDETERMINED SETPOINT (24" OPEN). �.�j RECIRCULATION OR FRESH AIR INLET CONNECTION IN AIR RETURN SYSTEMS OVER 15,000 CFM CAPACITY, AND SERVING MORE THAN ONE STORY. 8 BOILER ROOM EMERGENCY KILL SWITCH (2) IF THE CARBON MONOXIDE LEVELS ARE NOT REDUCED O 4. THE CONTROLS SHALL BE ARRANGED TO CLOSE THE RETURN AIR A. IIJTERLOCK EXHAUST FANS WITH FAN COIL SERVING THE BELOW 100 RPM WITHIN 30 MINUTES, THE PANEL DAMPER, EXHAUST DAMPER AND FRESH AIR DAMPER AUTOMATICALLY WHEN SAME AREA. A. BOILER MANUFACTURER SHALL PROVIDE CONTROL WIRING SHALL GO ON VISUAL ALARM AND SOUND A REMOTE J THE FAN IS OFF. THE RESPECTIVE FAN SYSTEM SHALL SHUT DOWN 4. TWO BOLER SYSTEM SCHEMATIC FOR BOILER SHUTDOWN SWITCHES LOCATED AT AUDIBIE ALARM. - - AUTOMATICALLY WHEN THE SMOKE DETECTING APPARATUS IS IN ALARM OR ALL BOILER ROOM EXIT DOORS SHUTDOWN CONTROL - - �- ,- � , = BY THE MANUAL EMERGENCY FAN STOP. UNDER ALL OTHER CONDITIONS THE A. 1HE BOILER SHALL BE STAGED AND OPERATED ONLY AS SYSTEM SHALL COMPLY WITH ASME-CDS-1, LATEST D. PROVICE CONTACTS AND RELAYS FOR INTERFACE - W RETURN AIR DAMPER SHALL BE OPEN WHEN THE EXHAUST AIR DAMPER AND PIEEDED THROUGH THE BOILER MANUFACTURERS BURNER EDITION CONTROLS AND SAFETY DEVICES FOR WITH CONTROL SYSTEM. � THE FRESH AIR DAMPER ARE CLOSED. PROVIDE A 0-3 MINUTE ADJUSTABLE CONTROL MODULE. AUTOMATICALLY FIRED BOILERS . DIVISION 15 -- --_ - ELECTRIC TIME DELAY TO ALLOW THE DAMPERS TO OPEN TO NORMAL CONTRACTOR SHALL PROVIDE THE SWITCHES AND ALL 15. ELEVATOR SHAFT '�ENT R@VISIOIIS: � POSITION BEFORE THE FAN STARTS AND ALLOW THE FAN TO COAST DOWN REQUIRED CONTROL WIRING. ALL WIRING SHALL BE IN � BEFORE THE DAMPERS CLOSE. THE RETURN AIR DETECTOR SHALL BE B. 1HE BURNER CONTROL MODULE WILL INTERFACE WITH THE CONDUIT. A CLEAR POLYCARBONATE HINGED COVER SHALL A. THE MOTORI�ED DAMPER(S) AT THE TOP OF THE-SHAFT P��i'11T S�T lm-�9-�� DDC CONTROL SYSTEM. LOCATED UPSTREAM FROM ANY EXHAUST OUTLET AND THE SUPPLY AIR BE PROVIDED TO PREVENT ACCIDENTAL OPERATION OF SHALL BE PJWERED CLOSED AT ALL 11MES. A �WALL DETECTOR SHALL BE LOCATED ON THE DOWNSTREAM SIDE OF THE FILTERS. SWITCHES. SWITCHES SHALL HAVE ENGRAVED NAMEPLATES SWITCH (LAEELED "ELEVATOR SHAFT VENT") IN THE FIRE � 5. SMOKE DETECTORS SHALL BE ON IONIZATION TYPE DUCT DETECTOR C. lHE BOILER SHALL RUN SUBJECT TO ITS OWN INTERNAL TO IDENTIFY SWITCH AS "BOILER EMERGENCY SHUTDOWN". COMMAND C=NTER SHALL ALLOW OPERATION OF-THE- 1 BLpC�. D�PT. R�- a FOR DETEC110N OF COMBUS110N GASES, FIRE AND SMOKE IN AIR SAFETIES. DAMPER(S) 3Y THE FIRE DEPARTMENT. SUBMfTT,4L-f�6-�Z-�� N CONDITIONING AND VEN11LA110N SYSTEM DUCTS IN COMPLIANCE WITH THE 9. PRIMARY HEATING WATER PUMPS o; NAl10NAL FIRE PROTECTION ASSOCIATION, RECOMMENDED PRACTICES D. 1HE TWO WAY ANTI SHOCK VALVE SHALL MODULATE TO 16. SEWAGE EJECTOR �ND SUMP PUMPS - - v'� -�' QZ -�LDC�. D�Pt. R�- � PAMPHLET N0. 90A. THE ASSEMBLY SHALL CONSIST OF A CASTING TO PROVIDE A MINIMUM OF 150'F RETURN WATER. A. PUMPS LEAD/STANDBY OPERATION: � ACCOMMODATE SAMPLING TUBES, WHICH EXTEND ACROSS THE DUCT OF THE A. PUMP SHALL ACTIVATE ON A SIGNAL FROM THE FLOAT SUBMItT,4L �6-3�-�� ° VENTILATION SYSTEM. WHILE THE FANS ARE OPERATING, A CONTINUOUS E TriE BURNER CONTROL MODULE WILL HAVE A LOW FIRE (1) THE TWO PUMPS SHALL OPERATE IN A LEAD/STANDBY SWITCH IN 1�E PIT ENCLOSURE � CROSS SECTIONAL SAMPLING OF AIR FROM THE DUCT WILL FLOW THROUGH HOLD ON START-UP UNTIL WATER ENTERING THE BOILER FASHION. ' THE IONIZATION DETECTOR AFTER WHICH T1ME SAMPLED AIR SHALL BE PEACHES 130'F (ADJ.) B. PUMP CONTFOLS SHALL INCLUDE THE FOLLOWING:-- --- � RETURNED TO THE DUCT. DETECTIONS SHALL BE CAPABLE OF DETECTING F. 601LERS WILL NOT FIRE UNTIL A PROVING SWITCH (a) THE LEAD PUMP SHALL RUN FIRST WHEN THE � __-- _ � THE PRODUCTS OF COMBUSTION OF 0.01 GRAMS PER CUBIC F00T OF AIR AT CONFIRMS COMBUSTION AIR. BOILERS ARE ENABLED. (1) HIGH VIATER SENSOR/ALARM � THE DETECTOR AND SHALL OPERATE ON THE IONIZATION PRINCIPLE THE _ � DETECTOR SHALL NOT CONTAIN HOT FILAMENT TUBES OR MOVING PARTS AND 5. BOILER 3YSTEM RUN CONDITIONS• (b) ON FAILURE OF THE LEAD PUMP, THE STANDBY (2) LOW W�TER SENSOR/ALARM �. SHALL PLUG INTO THE BASE HAVING A NEON INDICAl1NG LAMP. THE PUMP SHALL RUN AND THE LEAD PUMP SHALL - - -` " ' � DETECTOR SHALL NOT REQUIRE REPLACEMENT OR READJUSTMENT AFTER A A. 1HE BOILER SYSTEM AND PUMPS SHALL BE ENABLED TO TURN OFF. (3) FLOAT SWITCH _ ,_ �- DCBWIIIg TItI@: � FIRE ALARM HAS BEEN GIVEN. RUN WHENEVER ANY OF THE FOLLOWING SITUATIONS ` 6. THE DETECTOR SENSIIIVITY SHALL BE INDIVIDUALLY ADJUSTABLE (c) ON DECREASING DIFFERENTIAL PRESSURE THE (4) PUMP )N/OFF STATUS M�c��4N I c,�� � THEREAFTER BE�FIXEDRYIT SHIALL� E PO SIIBLE TOI ACCURATELY MEASURELL Il)S WATER HEATERS CALL FOR HEAT. STANDBY PUMP SHALL STAGE ON AND RUN IN SC��DU��S �4N 3 � 12) SNOWMELT HEAT EXCHANGER CALL FOR HEAT UNISON WITH THE LEAD PUMP TO MAINTAIN (5) PUMP >TATUS � 7. THE UNTITECSHALL PROVIDE THE I OLLOWING FUNCII N;INSTRUMENT. �3) GARAGE CALL FOR HEAT. DIFFERENTIAL PRESSURE SETPOINT (6) PUMP "AILURE I����J � Mx B. �N INSERTION TYPE FLOW SWITCH SENSING FLOW LEAVING (2) THE DESIGNATED LEAD PUMP SHALL ROTATE UPON ` --�-- A. FURNISH NECESSARY POWER FOR OPERATION OF THE DETECTOR. -FiE BOILER SHALL ACTIVATE THE BURNER CONTROL ONE OF THE FOLLOWING CONDITIONS: (USER (7) ALTER�ATING LEAD LAG _ � B. SUPERVISE THE DETECTOR CIRCUIT AND ALL RELAY COILS. V10DULE . IF FLOW IS NOT VERIFIED THE BOILERS SHALL SELECTABLE): , � C. PROVIDE POWER TO THE NEON ALARM INDICATOR. (8) ALARM TO DDC SYSTEM , � i AOT FIRE AND AN ALARM IS GENERATED. �n D. PROVIDE ONE SET OF NORMALLY OPENED AND ONE SET OF SINGLE- (a) MANUALLY THROUGH A SOFTWARE SWITCH. a ' z POLE DOUBLE THROW ALARM OPERATED RELAY CONTACTS. C. 10 PREVENT SHORT CYCLING, THE BOILER SYSTEM 17. CABINET UNIT HEATERS � � E. PROVIDE ONE SET OF SINGLE POLE DOUBLE THROW, TROUBLE SHALL RUN FOR AND BE OFF FOR MINIMUM ADJUSTABLE (b) IF BOILER RUNTIME (ADJ.) IS EXCEEDED. '-- o OPERATED RELAY CONTACTS. TIMES (BOTH USER DEFINABLE), UNLESS SHUTDOWN ON A. ON CALL F0� HEAT FROM INTERNAL THERMOSTAT, SAFETIES. THE BOILER SHALL RUN SUBJECT TO ITS OWN (c) DAILY. HEATING COL VALUE WILL STAGE ON n E. THERMOMETERS: PROVIDE A 3-1/2 INCH DIAL, REMOTE BULB NTERNAL SAFETIES AND CONTROLS TO MAINTAID THERMOSTAT SET POINT OF 50'F_SAflJ).-,�_ Date:--- �-23-�� Q THERMOMETER ADJACENT TO EACH REMOTE BUILT THERMOSTAT, WHICH IS D. 1HE PUMPS SHALL HAVE A 2MIN (ADJ) DELAY ON STOP. (d) WEEKLY. = " NOT OTHERWISE PROVIDED WITH TEMPERATURE INDICAl10N. PROVIDE E. EOILER BURNER CONTROL MODULE 18. ELEVATOR MACHINC ROOM EXHAUST •�F"�`'�'���;�� " ' � THERMOMETER SENSING OUTSIDE AIR IN EACH EQUIPMENT ROOM. (e) MONTHLY. ' � 231�f 9.(dP� m A. A COOLING ONLY THERMOSTAT WILL ACTIVATE EXHAUST ���` ` - f �� Project No: p� _ a F. LOCAL CONTROL PANELS: PROVIDE LOCAL CONTROL PANELS AT EACH (3) THE PUMPS SHALL HAVE A 2 MIN (ADJ.) DELAY ON FAN WHEN l-IE TEMPERATURE RISES ABOVE 80'F (ADJ). ~4=r _ � HVAC> H & V, AC, MAKE-UP AIR SYSTEM AND DOMESTIC WATER SYSTEM. STOP. _ � ___, °� ��� ; t GROUP THESE TOGETHER INTO ONE PANEL WHEN EQUIPMENT IS LOCATED IN 19. SNOWMELT PUMP eND HX SNOWMELT HEAT EXCHANGER - , - - °°'� � ONE EQUIPMENT ROOM. THE PANELS SHALL BE TOTALLY ENCLOSED WITH (4) ALARMS SHALL BE PROVIDED AS FOLLOWS . - = " �al(Q� ,°?; � DraWll-bY: �}��"� HINGED DOOR AND LATCH AND SHALL HOUSE ALL ASSOCIATED A. A SNOWMELI SENSOR WILL ACTIVATE SNOWMELT SYSTEM ��,, , , °, THERMOMETERS, RELAYS, SWITCHES, GAUGES, ETC. (a) FAILURE: COMMANDED ON, BUT THE STATUS CIRCULATIO� PUMP P-2, ENABLE BOILER AND SNOWMELT ',f� `�tl,�`".���y �� �� � IS OFF. CIRCULATIO� PUMP TO RUN WHEN MOISTURE IS_ PRESENT ��'�'''�����`����'�'�``�V Reviewed by: �� o AND TEMPEPATURE IS BELOW 40F (ADJ). "' (b) RUNNING IN HAND: COMMANDED OFF, BUT THE ' ' " � B�uDn� °i STATUS IS ON. B. A TRANSMITER SENSING SNOWMELT RETURN WATER,�� Sh�CC�:--_�-, N TEMPERATUfE (DOWNSTREAM OF THE SNOWMELT HEAT- - � � � (c) RUNTIME EXCEEDED: STATUS RUNTIME EXCHANGER; SHALL MODULATE THE SNOWMELT CONTROL GANZE / o EXCEEDS A USER DEFINABLE LIMIT. VALVE TO tiAINTAIN ITS SETPOINT OF 110'F. �- Consulting mgineers, Inc. � (d) LEAD PUMP FAILURE: THE LEAD PUMP IS IN -, �_ va� (970)949-6108 �ppyPoGHTypp4 , o � FAILURE AND THE STANDBY PUMP IS ON _ p����3��)�T� Pro�ect Na 7953.01 \, i - - rnir bece.can � f � , � � '1' � RESORT DESIGN , • _ , -- . 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J I RADIANT \ ``�'--- ---- R A D I A N T � g � I I MANIFOLD #14 I TRENCN �F.C.O. 3 MANIFOLD #12 I 1 � 3 � I � I I RADIANT MA IFOLD a - ° W I � 2" CONDENSATE � DRAIN � � 2 � I # 8' � � DRAIN. � I � I � - -_ _ � � - I I �ADlANT- � l �� - - - - - - - - - - - - - - - - - - - - - - - - - - I � I � - - - - (o ' _ , � _ _ _ _ — _ _ _ � — Revisions• � — — — — � I � IFOLD #13 - - - - I P� — - - - - - - - — - - - - - - - - ------- ' P��MITS�T10-19-�� � mm9 STOFZ4CsE � � H B 2� 2 2 I ROU TE 1 Yz"H Wi/H WR, 1"G `— — � �J , i � � � TO SPA MECH�NICAL R00 . � 3 I I �� I � 1 BLDC�. DEPt. R�- o I I i � I � ��` om8 SPA EQUIP I_�� I � SUSM f 7T�4L �6-�2-m� m — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — �— — — — — — — — — — — � — --r� — � SNOWMELT MAVIFOLD #3. ��------J'� � �2 ' �LDC�. D�PT. �- � ��4 V� Icat V� Icat V c�t MOUNT HIGH ON WALL. � � I I I � f I compact compact c mp�ct I I I SUSMITT,4L m6-3m-�� o I I � �" CONDENSATE � � � � CRAIN. � � I RADIANT MANI-OLD I I - _ I I I _ �_ � � # 9. REFER TO SHEET � � � a � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — _ — — — _ — — — — — — I � � - - _ - - - - - - - i�3.1 FOR MAMFOLD � � � � � �— �— � - - � S`�ftED�CE - - � - —� - —� -- a v � � � � I � � � � � m --- ° �, I I I � I UH-1. UNIT HEATER SUPPORT I I I I Drawing Title: � I I I � I FROM STRUCTURE VIA I I I I � I I I I VIBRATION ISOLATORS, TYP. I I I I ������ ����� � 1"«C��41�1 I C,�L � i i i i i i i i i ,__ 0 � i i i i i i i i i � . - ,�— --- � a - M __ � � /� ]� N �"' 1--� � 1�.� � � � � �'7 � ' z �-- ' � Q , � ° NOTES: x 0 p �����r�1�r�tr�,r�l0� ate��-'-.� � y 1. ALL DUCTWORK AND PIPING TO BE HELD . ,`"-�,,, ' �-23-m� - w TIGHT TO STRUCTURE. GARAGE LEVEL MECHANICAL PLAN � ' � ` A .�``" ' °c � `,=� , _� � 2. ALL CONDENSATE DRAINS TO BE CONNECTED `�" �������": Project No: 231�9.�� - a TO STORM AND CAPPED 8'-0" A.F.F. SCAL=: 1/8"= 1'-0" .Q. �( �° --� - o � � qk� �. `= � 3. CONTRACTOR TO ALLOW SPACE IN PIPE RACK = ''°m� � {� � � FOR FUTURE CHILLED WATER PIPING SYSTEM. . ;� �°�y~�.�� Drawn by: ��'}-� •, �"�°�,� -- , , ° 4. LOCATE ALL RAOIANT MANIFOLDS IN CEILING ��� � .�.�.,,t,.,,� ~ OF GARAGE a Reviewed by: �� M � B FnuDIN sh��----- m N _,n , � G�xzE / � � �- � _ 0 � CON STRUCTI ON N OTE: Consulting Engineers, ��. a � CONTRACTOR SHALL BE RESPONSIBLE FOR Vai� (970)9�9-�08 ��Na i�.ot �,- � i D�v�(3�03�8-3820� � � � J TRADE COORDINATION AND FIELD ROUTING. �Wb ce.can -- 9 � - 4`�S RESORT DESIGN � -- ASSOCIATES _ � - - � , � S C D � _ _F � I�# ARCH ITEGTU RE, I I I I I \ PLANNING, I I I I �� � ' I I I � INTERIOR DESIGN , � I I I I _ � I I I I 1500 ALLON SAND/OIL I I I I � _ I I I I INTERC�PTOR. REFER TO I I I I ' � I I I DIAGRA Q , SHEET M6.0 San Francisco Office � � � ' � � � � � _ 6° STO LINE. REFER TO -388 Market Street, Suite 380 I I I / I I I I I San Francisco, CA 94111 I CIVIL DR WINGS FOR Tel: 415.392.4433 I I ICON11E-ET�'�"' WASTE LINE TO 12° I I I I I CONTINU TION. Fax: 415.392.4454 AI� LOCATED IN STREET. REFER I I I ' ' �TO CIVIL DRAWINGS FOR _ _ i I.E_= 8174.20° _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ I _��I _ _ _ _ _ � Boulder Office _ 5 � I I � 6° WASTE UP TO I � I I � I 1434 Spruce Street, Suite 110 TRENCH DRAIN. r------ i�-� Boulder, CO 80302 I _ � I � I I 3"V UP. � � � �► 3"V UP TO GOOSENECK LOCATE Tel: 303.449.4433 I � I I I I I% � GOOSEN�CK IN LANDSCAPING, � FaX: 303.449.3366 � TYP. 4. I I � I I �\ /� I I L___���__1 `�--��� SP-1. S MP PUMP. REFER TO _ I I � ;�'� y �-� / 2'�V UP. r-, -� •• DIAGRA , ET M6.0. � — — — — � — — — — — — — — — — — — — — — — —� — — — — —� — — — — — — — �� � — — 2 V UP. _ _ II =_—_= "'— — — =— —=_—_ — — — — — — — — — — — 3 V P. — — — — — — — � info�ResortDesign.com � I I I �________________ _� I =------ � �t �-- I I www.ResortDesign.com �_ � ii �2"V UP. � � � I W 6�. W „ � W „ W �� ,. � I � I � � 4 4 3 � II 3 I I � � � i i 3"V UP. I � � �� � � � � N � � � I I I II � � � _______�- II � - � I I I I � � I� � SLOPE WASTE AT � � I I � I � - I I V �� � Y4 PER FOOT � I I � / � I I I �i I�n _ — — STARIING AT THIS POINT.— — — � — — — — �-�— I I — — — — — I — _ _ _ � — — — _ _ _ _ I — —I _ — — _ — Z v � I I I O � � � 4"W UP. I i� I I � � � I 4"W UP TO 2 � J I I I --J � 2" CONDENSATE r-J � � 2" CONDENSATE � `` � FLOOR CLEANOUT. � I D R A I N U P. I �� � � D R A I N U P. 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I 2" CONDENSATE I 4 W UP 4»W UP I b I �� � DRAINN�DPNSATE M � I o I� I 2 CONDENSATE I I � I I I � I � DRAIN UP. I DRAIN UP. I I� I .. W I I 4"W UP. µ� I - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - �W-UP�D- - �.�- � " A - I 4"W UP. � ��� FLOOR CLEANOUT.� I'� I I 2 CONDENS � I � I � I I I II � � I � I I DRAIN UP. � 0 30 GAL. SUMP PIT. REFER TO ( Q � � � � O I I I Lti �� I � 6"W UP TO � DIA RAM Q, SHEE M6.0. ��� ��� I FLOOR CLEANOUT. PR�VIDE ZURN MOPEL N266 2" � � I ��\ ,�, J I I �4 b I I I 1/� HP DUPLEX PUMPS. �� ��I �' 1 � a I I I 4�W �P• I � I � I THIS REVISION HAS BEEN ADDED I � n II� I� � � _ W I ( TO THE SCOPE OF THE PROJECT. � I � I " � � � � I 4"W UP. � � � ` .1� ��� � I � � I o � I I I � b� Q ❑ 2° ��'°' i�i � i � I Revisions: � ( � �- - - - - - -i- - - I - - - - - - - - - - - - - �m - - - - - - - - - - - � - - - - - - - - - - - I - - - - - - - - - - - - - - � - - - - - - - i r��j�� -� - - � i i - � - - � P�RI'11T S�T 1�-19-�� , � � i �, I i � , � �� � � i - � _ oI I /�' °� � I I �-----------I--�---- ` �\� � �� I ,��� j Q SLDC�. D�fi�t. i�- ° I I �- I � I I 3" v uP. coNTRactoR ro� - - �� �,y� � �i'� i � SUBMI-T-T,4L m6-�2-04 - - �� �, i � I ANDTTERMI ATE AT THEI ROOF. `�' ���------� i� � � � - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - -r - - - - - - - - - - - - - �i � \ ------ I / I 2 i3�DCx. D�i�T. R�- o I I I ?� CONDENSATE I I I PERIMETER FOUNDATION DRAIN `� � � �I SUBI"IITT�4L �6-30-(T>� ° I I I I �RAIN UP. I I BY G C. SEE CIVIL �RAWING C1.6. `� 1 � I � `-------- � , � a � � � - - - - _ �- � � � � � g - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � -�- - - - � - - I - - � - - - - � - � - - - -T - �- - -� - - ----- 0 � I I I � I I I I I � � I I I � I I I I I Drawing Title: � � � � i � � � � � �OU1�1D�4�'(Ol�l � � i � i � � i � i a i i i i i i i i i ��V�1.. ° 1"I�C��41�11C�4L � i i i i i i i i i 0 � M °' � � C C.� D � F � � THIS SHEET REVISED IN i ITS ENTIRETY. � c� - - z � _ - Q � ° — x � g Date: --; , �-23-m� U - � NOTES: FCUNDATION LEVEL MECHANICAL PLAN b ��,'°"`"���tE�f�;«f r�'{'� .. � � � .. % sca�. v8°_ ��-o• n c` �y .`- . 4��- v �`"�- Project No: 231�9.m0 1. ALL FLOOR CLEANOUTS TO BE °HEAVY DUTY° � � TF2AFFIC RATED, U N.O. - � _m �� o � t - U ' " � �� �d (q�`� ;, . Drawn by: ���I a � _ w � > - ~ � � � Reviewed by: �� a � � $EAUDIN st,e��: � � _ � G�tvzE / U � O � a` a CONSTRUCTION NOTE. V��� Eab'�eers, ��.���TZ� . o o CONTRACTOR SHALL BE RESPONSIBLE FOR Ldce tuhoa (530)550-7334 pro�ct No 7s53.o1 i - � TRADE COORDINATION AND FIELD ROUTING Demer- 303 278-3820 rrr bece.com J � RISER LEGEND RESORT DESIGN - O DOMESTIC WATER RISER _� Q WASTE & VENT RISER , ASSOCIATES � _ 0 HEATING/COOLING RISERS , _ � �� - � � C � � - � � Q GAS RISER _ � ARCH ITECTU RE, , , PLANNING, � � � � � _ �� - � � � ` RADIANT MANIFOLD SCHEDULE INTERIOR DESIGN I I I I I I I I / I I I I AREA ESTIMATED LOOP - ZONE DESCRIPTION �SQ. FT.) GPM # OF LOOPS PRESSURE ----- -- - - - I I I I _ � I I I I LOSS PSI I I I - I I I I � San Francisco Office 1 LOCKER ROOM 520 1.5 4 1.4 � / ' � � I I ' I � � _ I I 388 M et Street, Suite 380 , � R9SERS. PVC VENT I - , , - � I I San FranCisCO, CA 94111 I I I _ I I I , , - � G�S METER 3Y UTI�ITY COMPANY 2 FITNESS ROOM 450 1.0 3 1•4 F87C' 415.392.4454 I I �� _ _ , - ' (�000 CFI�) -•-- ----- --- _ ' 3 CONFERENCE ROOM 350 1.0 3 1.4 � � � / _ o� - - - - - - - - - - - - - - � -_ - - - - -,.,P- - - _- - - � - - - - - - - - - - �- - � - -� - - - - - 1 BoulderOffice I I ' �� 14 14 4 �iJ o1� � - GAS LINE, R'_FER TO CIVIL DRA1MNGS � RADIANT ❑ `� � . 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PEX TUBING � 10" O.C., � � � � � � � � 5 5 � � - ua BU51 ^ NTER � 5 5 o N � 5 5 7 7 - � Z t1J J ,n x g 9 III I 20F TEMPERATURE DIFFERENl1AL, AVERAGE TEMP OF 95'F, � I 100 CoRRIpoR O � 9 9 ����� N d� O � � O I 20% GLYCOL/WATER SOLUTION, 3/4" MANIFOLD CONNECTION, U.N.O. � I I � I $ 8 8 I� � ;_� I N $ �I� � o � I Q Y Q i s i 8 �2X�o ° m I �. =� � �T► o = O � � - - - - - -� - � - - _ � _ - - � - - _ - - - - - -es �' a� - - - - -o i _i LEF,�3�I �I - - - - - - - - - - - - - - - � - - - - � - - - - - I � - - � �� I � ' I � � � � � � 1�9 TOILE �� I � � M J 119 MEETINGROOM � � � � Vy � r i I i �16 � 200 � 200 � c� � / I � RADIANT � � � � I I I _ I i i i i i �O �� ,_.�O � � I �� I� cO ZONE #9 �I� RADIANT � � M EF_5• EXHAUST FAN. MO NT � � I � ` � � I 2 � ° 24x4 I� 24x4 � � � �I �I� ZONE #8 6 � W , , FROM STRUCTURE VIA VIB ATION i - �___ � _ _ _ _ _ 1-5 �_�- � ISOLATORS. � � � �o � � i a l lo � 200 �� 200 - - - i - - i � 1\ �� il - - -24�_-_ ��- - - - - uP- - I .\\\� I - � - � � � � IGE I 1�9 TOILE I � I I \ O � P4 I � 1 24x4 �I 2 I � / I�I I I I I RADANT I� RADIANT � I 1 EF-3�I �� W �I� w W I I \� __ ______ J _ o X L _o X_ UNIT 103 REFER TO UNIT 103 _ _ ZONE #12 ZONE #11 � L�l � N � N N N N �F� �PLQFT � �'Ol� F{VA� PLAR- 200 E � 200 E � __ �✓ - ,i _ - - � -- - RISER LEGEND - RESORT nESiGN -_ O DOMESTIC WATER RISER , ; � Q WASTE & VENT RISER ASSOCIATES _ � 0 HEATING/COOLING RISERS / — � � � C � � _F — � � Q GAS RISER \ — � � �A;RCHITECTURE, '� � � PIANNING, I I I I I �— ' I I I ' I I I I �� I I I INTERIOR DESIGN I I I I _ � I I I I - -- ------ ------ ----- I I I I � — � I I I I � I I I � — � � � � San Francisco Office � ,� I I I _� � I I I I I 388 Market Street, Suite 380 � � I _ I � (9)-4" PVC VENT San Francisco, 94111 I I I , � I I RISERS. I I I Tel: 415.392.4433 Fax: 415.392.4454 i i � - � i i ti i i i - --- - --- � ► - � a- - - � - - - - - - - - - - - - - - � - - - - - - - - - - - � - - - - - - - - - - - - - - � - -� - - - - - -�i BoulderOffice � I I _ � I I I I 1434 Spruce Str+eet, Suite 110 Boulder, CO 80302 � � � ' � � TYPICAL ALL � � Tsl: 303.449.4433 I I 2�2 Roo � � i6 ROOM si, ROOM I 1 BATHROOMS. I � � Fax: 303.449.3366 14 14 ❑4 � � � � � � � � - - - - �- - - I- - - I - - - - - - - - - - - - - 2 � � � - - I - - - - - - - - - ~ d' - - - � EF-3 o X � 175 I - I - - - - ( � r I I I I � �° � I � I I 2 info�ResortDesign.com , , , �� „ � N e , 24x4 www.ResortDesign.com I I ` I � �ox�o o X o X � � ,� zis rooM � I N N � � I I �<� �� REFER TO UNIT 213 REFER TO UNIT 213 N N O 12x1 �'sr+ ' � FOR HVAC PLAN FOR HVAC PLAN � I i 20 I I � � -- � � - o 0 12x10 � i ��� 24x4 I � � — 213 ROOM I 214 ROOM 215 ROOM I �� i � -- --- i .t�u; 1Ox10 /// i — i i � �4 1 � � � V 14"0 DRYER � `� � � � Z � ° x I � L I .y I � I EXHAUST RISER. I ---� F - i N 10x10 ^ � I - - - - - - - - - - I o o - F � ± - I - - ---- _�'� - - - I - -I - - - - - �.(o J � . , � 0 i I 1Ox10 2�9 ROOM � I I i � � � 5 T � = '-'� � FC-3 III I � I � 21 STAIR�2 � _ �I � Io i � � — ----� � _� ( � � � I 10 10 1 � � 1. � ------------------ ---- �- - FC-4 --- - L— _—J � � - - - - - 1- -r - - - - - - FC-4 --- � - - — - � - _�- - i - i i � ,5- � �- - - `-- �O 2 I �LEV. i i `� � O it�i �� - - - - - - � - - - - - 3 � LL � � � ❑ � X � � � i � i i � � � 1 1 i i x4 � � Q LL 211 EMPLOYEE UNIT 9 t - -- - -- N i i i I I i O � I I °o X 1 21 I - -- � 3 3 � F - � � � � o � � � � ,°n `X I � � i � � � � W I I N � F� I ,. 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I I � � , ----i i---- , � , ----i I � I I J 220 CNANGING ROOM I i i � I I I� �I I C C I I� � O � O �' � � � I L--J i �S �S L_ _—J L-- --� i I i �U �V L— ---� I N N N N I I I M I EF-3 I � _� � $ � _ � I � _� 15 15 � Zm� ROOM _ � 2 6 _ROOM _ 2m5_ ROOM _ � 2m4 _ ROOM_ 203 _ ROOM _ � 2�2 _RCOM _ = 6 � _ _ _ � _ V..� J.� � �--� ��I i i i FC-4 � � I I , , O � � 1___ 1 17 ___L �___ I I I 12x10 I I I I � I I I � J � � � � � EFER TO UNIT � REFER TO UNIT 206 � EFER TO UNIT 206 EFER TO UNIT 206 � EFER TO WIT 206 � � I i Roort 2m9 �ooM I 2�s R oM FOR HVAC PLAN I 3 FOR HVAC PLAN I FOR HVAC PLAN FOR HVAC PLAN I FOR HVAC PLAN � I o a x �- - - w � J I I I `\ 2 � `� N N I � I I � `� � �� �� I � � - - - - - - - - - Er-�R-�ot�ivi�2c3s� - - �TO-urorr �os RC-FER-T rtt� - - - - - - � — - - - - - - - - - - � - - - - - - - - - - - - — - - - - - - — — - - - - - - � P�izMfT.S�T- 10-19-ID� Revisions• `� � I FOR HVAC PLAN I FOR HVAC PLAN I FOR HV C PLA I � � � � I I I I I I zmi Roo I Q1 SLDCx. D�Pt. R�- o I I �=� I �-� I I I __ I _ SU8M1-T-�'AL-�6-m2-0� � � — — — — — �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — � — — -t — � I I Q �BLDCx. D�Pt. i�- � � � I I �---------------------------------------�--------------------� I � EXHAUST WALL CAP WITH � � SUBMITT,�L ��0-3�-0� 0 o I I I I I � BACKDRAFT DAMPER, TYP I I I - DELECTO OR EQUIVALENT. I _ m � � � - _ - �- � � � � - -� � -� 8 - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - a I � — — — � — — — — —7— — — — � — — � — — — � — � — —� - - I � ° I I � I � DIRECT VENT FIREPLACE, TYP. I I _ I _ _ m - - - � , � I I I � I I Q I I I Drawing Title: � i i i i i i i i i 2ND�i��1��� - a � � � � � � � � � 1"«C��4N I C�4L � i i i i i i i i i N � I I I � I I I I I ��- , __ 0 r7 - , — � °' ,� � c e_� � � � � �+ � , � z `��- - � �� Q � - X NOTES: ,,,,,,,�,����, , Date: - �-23-m� � 1• ALL BATHROOM EXH DUCTS TO BE 4"� U.N.O. , ���,'�' o -- ' U � 2. INTEGRAL ACCESS PANELS WITH FANCOILS FOR 2ND LEVEL MECHANICAL PLAN ' '`r'�`°�, � � MAINTENANCE. �_ � ^ _� -,� ��_ � ° 3. ALL SUPPLY DIFFUSERS TO BE TYPE E , SCALE. 1/8 - 1-0 _ �2 � O - Project No: 231'19.m� � U.N.O. ; � � �_ �'� I c�� o„� _ U = � , � I� .�F`�� y �PN � 4. ALL RETURN GRILLES TO BE TYPE BQ, U,N,O, •;,�" ,A . !,y°y,``.� Drawn_b : o ',;��l.?''"!'��,�,````��� , ,'- 5. ALL DUCT RUNOUTS TO BE 8" U.N.O. `'��'��t�;��""+� _ � 6. TO ESTABLISH THE NUMBER, Reviev�ed_by: �� i S'YMBOLSY SEE THE DRAWING S'ER ES M4,�AND M5. ���`� ' � � 5f18et:--- , °� 7. ALL BATHROOM SUPPLY DIFFUSERS TO BE TYPE Q Gri1�ZE / a 50 CFM, 12x4, TYP. U.N.O. SUPPLY DUCT TO BE 6°�, U.N.O CONSTRUCTION NOTE. Consulting Engineers, Inc. � o Val 970)949-6108 �ppyRlq{T 2004 �, °� c� � - / CONTRACTOR SHALL BE RESPONSIB Ldce oho� (530)550--7334 � TRADE COORDINATION AND FIELD ROUTING. Denver: (303)278-3820 �1�Na 7953.01 rrr bece.com — . - �.. �. RISER LEGEND RESORT DESIGN Q DOMESTIC WATER RISER -- ' . O WASTE & VENT RISER ASSOCIATES _ � 0 HEATING/COOLING RISERS - � � � � e � � � - � � Q GAS RISER � � \ � ARCH ITECTU RE, \ "PLANNING, I I � I I I � ' I I I -�- - I I I I �� � I I I \ - INTERIOR DESIGN I I I I � � I I I I \ I I I I / — _ I I I I � I I I � � I I � � San Francisco Office I I I � � I I I I I -- 388 Market Street, Suite 380 � (s)-4" PVC VENT San Francisco, CA 94111 I I I � / I � RISERS. I I I Tel: 415.392.4433 I I I _ / I I I I I Fax: 415.392.4454 �— I - -- -- ---- --- , , 1 - - I - - - - - - - - - - - - I - - - - - - - - I - - - - - - - - - - - - - - I - -I - - - - - 1 BoulderOffice I I ,_ � I � I I I I I � I I _ � I I I I 1434 Spruce Street, Suite 110 I , ��� � ❑4 I � Boulder, CO 80302 I I 14 ��4 � I � TYPICAL ALL I I Tel: 303.449.4433 BATHROOMS. � � I Fax: 303.449.3366 � � 13 � I 31l ROOM 318 ROOM I I I � — �- - - '- - - ' — - - - - - - - - - - ? 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ALL BATHROOM EXH DUCTS TO BE 4��� �.N.o. 3RD LEVEL MECHANICAL PLAN ''�� ,,y . � °�;�-, � 2. INTEGRAL ACCESS PANELS WITH FANCOILS FOR SCALE: 1/S"= 1'-0" `�` � � �'�Na�;�=. Project No: 231�9.�� ' _ o MAINTENANCE. - « � C — ", � �� e � � 3. ALL SUPPLY DIFFUSERS TO BE TYPEOE . !::e��, � 1�4��°f r' Drawn b : {��--� � U.N.O. ; a,e , �, ,�,; Y, � .�.� � 4. ALL RETURN GRILLES TO BE TYPE BO, U,N 0 � c�" '` �" ti�>`°�` . . r;rhl,,l�,tt, 0 5. ALL DUCT RUNOUTS TO BE S" U.N.O. Reviewed by: i�� � � °' 6. TO ESTABLISH THE NUMBER, SIZE AND TYPE OF B�VL�`� Sh�2�. - � PIPING SYSTEMS REPRESENTED BY THE RISER �*T • � � v SYMBOLS, SEE THE DRAWING SERIES M4, AND M5. Gti1�IZE / 0 a 7. ALL BATHROOM SUPPLY DIFFUSERS TO BE TYPE Q CONSTRUCTION NOTE. Consulting Eagineers, Inc. v 50 CFM, 12x4, TYP. U.N.O. SUPPLY DUCT TO BE 6"�, U.N.O va�. (970)949-6108 �ppy��T y� o % CONTRACTOR SHALL BE RESPONSIBLE FOR l.dce tahoa (530)550-7334 pro Na 7s53.ot � " �' TRADE COORDINATION AND FIELD ROUTING. �� (�3�78-� � � J rmr becacan �, \` ' \ F � RISER LEGEND RESORT DESIGN O DOMESTIC WATER RISER — : Q WASTE & VENT RISER -- ASSOCIATES _ � HEATING/COOLING RISERS ' _� - - , I � � e e D � _� � � � � Q GAS RISER � � \ � ARCH ITECTU RE, � \ PLANNING, I I I I I � -� � I I I I I I I �� I I I - INTERIOR DESIGN , I I I I _ � I I I I I I I I _ — � I I I I � � I I I � � I I I I San Francisco Office I I I _ � I I I I I 388 Market Street, Suite 380 I I I / J I I (9)-4" PVC VENT � San Francisco, CA 94111 � RISERS. � � Tel: 415.392.4433 I I I _ _ I I I I I Fax: 415.392.4454 _ / I I I I � - - � - - - - - - - - - - - - - - � – - - - - - - � - - - - - - - - - - - - - - � - -� - - - - - 1 __BoulderOffice I I _ — _ I � I I I I I � I I �i � I I I ; I I I 1434 Spruce Street, Suite 110 Boulder, CO 80302 I _ � �4 �4 � I I I I I Tel: 303.449.4433 ^ I I 3„� I I �oo" I I I � Fax: 303.449.3366 IR I I 4 I I 418 ROOM I I I '�� 1 � — — — I — — I — — — — — — — — — — — — — — ?sr " � � — — — — I — — — — — — — — — — — ~ — — — R FOR H ACNPLAN 6 � — — - — — — — — — — — — I — — I — — — — — — L — — I I I I ° � �° � 2 info�ResortDesign.com -,;; I I I �' ^� --� I I ^ N �o"i o � N T I I I � www.ResortDesign.com ��� 16x14 DUCT 14x12 S.A � 419 poM azm RooM I I � � ,' UP. I �P• I i 7 I REFER TO 1NIT 414 REFER TO UNIT 414 I I I I R+ 414 RODM I 415 r�oort ai6 ROOM I � 12 12 I FOR HVAC PLAN FOR HVAC PLAN I I � �-- I I „ 10x10 // ,d. � I REFER TO UNIT 414 REFER TO UNIT 414 I � �-3� = i i� � 3'�VTR � I V I I 1 f 14 0 DRYER EXHAUST I C-4 � �°n � � FOR HVAC PLAN FOR HVAC PLAN I FC-3 �- --� I ---r T--- I I � Z I I RISER. 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V J � � ��� � — _ ��� � m FC-4I �4 �4% �4 � � �4 �21 ST IR I I � � J � ,. � — — — — � — — 1— — _ �q � e a � —— _ —1-- — — — — — — — — — — — —�— — — — — — — — —__— — � — — — — — — — — — — —�-' — — — — — _ —-- � — — — — — �- � O � m DN � U o� o F— _1 I I � I � � � � � � � � � � - � � � Z ¢ O � � � � � � � � I I t� i� �� � _ _ ' I ' _ _ _ _ ' I ' _ - _ _ � I ---- --- � Q � V � I , Y�' \/' � Yz �a" i---- 5 5 i i � — ---- i---- i I i ----, i---- i I i ---- 4 ---- I � ` . �� �. ---- -- ` - I � ��� I �L-_ -J �GX�O I I „� I --J L-- -J i I 5 5 L- -_J �L__ _J I I S J L_ -- � 7 7 I -_ I 7 N � I � I � I � � � I � � � � �� � _ � � ° i 1 � c V � � e c V � ° � . - � � i � � o--' �- � - � � " � — — — — — — �_ 3„� � i _ , , , , i � i — i � — — — — — — i � i — — — — — — — r i � — � — - — — D 3 VTR �� � — — — — — � � O � � ___ _ - _ __L �_ __L 1__ __L ___ � � � � � --� r---- j I � 3°VTR �� ( � � � � M J I� I I� n � W � � i 18 18 �-- --� �-- -� i � 16 16 2 _ _ � � N i N �a � � 3 � ----- ,y � M � ' � �° p o00 ;a� � v � _ ' " _ _ _" _ _ _ _ _ � _ _ _ _ _ ' _ _ _ _ _ � 60_ _ _ _ _ �. u.i I I � � � � I � -4 v , � � � - H I I 1___ 3"�/� � �7 ___L I 1___ 15 1 'rJ 40l ROOM I 406 ROOM 405 ROOM I 4m4 ROOM �3 ROOM i 402 k70M � O 3 VTR J � � REFER TO UNIT 406 REFER TO UNIT 406 � REFER TO UNIT 406 � REFER TO UNIT 406 � EFER TO UNIT 406 REFER TO UNIT 406 I REFER TO JNIT 406 I I I FOR HVAC PLAN FOR HVAC PLAN FOR HVAC PLAN REFER TO UNIT 406 3 FOR HVAC PLAN FOR HVAC PLAN FOR HVAC PLAN FOR HVAC PLAN a I I I FOR HVAC PLAN I I I � I ,� I - �� � � ( I 410 ROOM 4�9 ROOM I 4m8 ROOM I �� �� � �� �, I N N I N I I � I I I I I �' � Revisions: � � — — — — — — �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — � P�i�Mlt SEt 10-19-�� � I I 2 I I I 1 — — — — — 3 — — - — — — I I , I I I I � I � I I I I Q1 BLDC�. D�Pt. i�- � ��' � � I o I I I � I I I _ __ I _ _ - SUSM I tTr4L-m6-�2-�4 N ' � - - _ - _ _ I- - - - - - - _ - - - - - - - - - - _ _ - - - I _ _ - - - - � - - _ _ - - - - - - - _ - � � I I I � Q �SL-DCx. D�Pt. R�- � I I I I I SUBM17T,4L �6-3�-0� o I EXHAUST WALL CAP WITH �- ,- - o I I I � I I DE ECTO OR EQUIVALE TP I I ( - _ - , � �, � � � — _ — �— � � � - � � , , a8 — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — � I - ------- � i � � — — — � — — I — — � — — — � — — � — — — � — —� — � ° I ( ° I I � DIRECT VENT FIREPLACE, TYP. � I _ I _ __ m I I I � I I Q I I I Drawing Title: � i i i i i i i i i �t���V�L � � i i i i i i i i � � i i i i i i � i i 1"«C�-4,41�1 I Cr4L X i i i � i i i i i fi=L�4N = � o _ - � � A � C C.� � � F � I� � � - Z � � , ¢ NOTES: _ � _ „ 0 0 1• ALL BATHROOM EXH DUCTS TO BE 4"� u.N.o. Date:-- tJ.-23-�t�. Q ".,��111111lL fllPl/r�, - W 2. INTEGRAL ACCESS PANELS WITH FANCOILS FOR 4TH LEVEL MECHANICAL PLAN 4',,, F ' J°`r�- ; MAINTENANCE. ` e d t�-� � , �� � � SCAIE: 1/8"= 1'-0" `� � ` ��" � _ a 3. ALL SUPPLY DIFFUSERS TO BE TYPE O E , '� o° � �o� e�'f P r o e c t N o: 2 31�i9.�� � ,. Y ��. � � u.N o. = (oyF�-�_ ��a � 4. ALL RETURN GRILLES TO BE TYPEOB , U,N,O, ��-;�° r���P�C� �� s`� " Drawn by: �}��-} ° 5 ALL DUCT RUNOUTS TO BE 8" U.N.O I ��' .r,�,,,„ „� �'��` ' - � Revievued by: �� � 6. TO ESTABLISH THE NUMBER, SIZE AND TYPE OF � PIPING SYSTEMS REPRESENTED BY THE RISER TTT1i7�T , � SYMBOLS, SEE THE DRAWING SERIES M4, AND M5 B�vL�v Sh�C�--- . � 7. ALL BATHROOM SUPPLY DIFFUSERS TO BE TYPE Q Gt11�ZE / - a 50 CFM, 12x4, TYP. U.N.O. SUPPLY DUCT TO BE 6"�, U.N 0 CONSTRUCTION NOTE. Consulting Eng�neers, Inc. � Va�. 970)949-6108 �ppy��{T Y004 0 0 � CONTRACTOR SHALL BE RESPONSIBLE FOR l,dce ahoa 530 550-7334 , , TRADE COORDINATION AND FIELD ROUTING �b�(30��78�3820 �1�Na 7953.01 \ 9 J / �{ N� RISER LEGEND RESORT DESIGN ' � � O DOMESTIC WATER RISER = Q WASTE & VENT RISER ASSOCIATES _ � � HEATING/COOLING RISERS - ` � �4 8 e D � _� � � � Q GAS RISER � \ �� ARCHtTECTURE, I I I I I � � ' I I I \ PL.ANNING, I I I I �I� I I � \ INTERIOR DESIGN I I I I _ � I I I I \ I I I I — � � CONTRACTOR TO PROVIDE � I I \ I I I � � I CORR DOR FAN COILSINE FOR I I I San Francisco ice I I I _ I I I I I 388 Market Street, Suite 380 (s)-4" PVC VENTS San Francisco, CA 94111 I I I _ � I � TERMINATE PER � I I Tel: 415.392.4433 � I I � _ I I MANUFACTURER�S I � � FaX: 415.392.4454 ' LOCATE O.S.A. LOUVER RECOMMENDAl10NS. � I I - I IN GABLE. I I I I I --- -- -- - � I - � � � - � - - - - - - - - - - - - - - �_-- _-- - - - - ----- �-�- - - - - - - - - - - - - - - - - � - - - - - - - - - - - -� BoulderOffice / --------- I � � _ � �� � �� � a i� PROVIDE 14"x20" �i � � 1434 Spruce Street,Sulte 110 �� \� . � � 0 S A. PLENUM. , Boulder, CO 80302 I � � �'� I \�� a X �I I� r---------�' r---------, I I Tel: 303.449.4433 � , � REFER TO �HEET M5.2 cn , � ao � 14x12 DUCT DN � � � � � I I ,' I �\ FOR PIPINGI IN THIS AREA � '�' i� IN RATED SHAFT. �i i i i i � � I FBX: 303.4�9.3366 � � � �-----� �-----� L-----� I I i � i �_____ � � � � r- -� 5m3 oB�s or�ic � li I , „ i i i i i i _ i i —I _ I I i — � 3 VTR.o i � — — — I I I — — — —I I— — I —II— — — — — — — — — — — — — II— — — — — — — — — — — — — — I� I — — — — — — — — — — — � - �-_----� L-----� — L-- — � info�ResortDesign.com � 2 2 — — — — — — — � — — — �— — — — — — — — — i — — — �— — — — — — — I— — � ELEVATOR SHAFT VENT WITE IL---� I � www.ResortDesign.com �'1 I I i I I � = = LOUVER. COI�NECT MOTORIZED � i � �� 14"� DRYER VENT. � DAMPER TO FIRE COMMAND i I I � I � I � CONTROL CEINTER FOR CONROL. I i I '`L I I \`� \ I TERMINATE PER MANUFACTURER S I I I I x I I i I � RECOMMENDATIONS. I � � � `.\ � 16x14 DUCT I i FC-1 — _ FC 3. � I a I Ir----' ( r, 2 . x DN IN RATED � i i � v I I ��-,I SHAFT. � . . �r � I I� I � Z Ili i-------------------------i � - - �- - - - - - � — - - - - - - -W � — - - - - - - - - � - - - — - - - - - —� - - - - I� — � - - - - - - - - - - - 2.�o J �.x I �-----I1_� �------ • 16x14 � 3"VTR. �"I 3 VTR. � LL I I ° I, I I , - I i I mi 3TAIR"2 I o3���R� � P-3 GF-2 � I �NI � � I � � Ii I � 3 - - - - - - - - - - � -� - - �- - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - t-�- - - - O- - � � - - - - - - � - �- - - - - -� - - - - - - 3 � I� � � 502 STAIR'3 � � , ; , -_ - HX_2 � ELEv. #I ; ; - - � , , � o �. __ _ __ _ � � � � � I i I 3 3 I 2 2 I i i i i i � � HVAC IN THIS AREA TO �/ W . 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SET PRV 3 � 50 PSI. � DEPTH , , TO SUIT GOOSENECK VENT. 2°, WATT ACV115 = IIII ROUTED TIGHT TO WALL. - �IIII I o HEAVY DUTY ACCES GASKETED COVER. yVATER METER WITH REMOTE WA�SL#09 R�R�N 4R A S S O C I A T E S COVER REACOUT. `�' 4000 PSI CONCRETE RINGS CW TO IRRIGATION REINFORCED W/ 6/6-10-10 WATEl SERVICE SHUT-OFF d WALL MOUNTED WATER W/ WIRE MESH. o v ° �NT VALV:, N.O. 2� I M I -'-� -�� , TIGHT JUNCTION BOX. DEPTH AS REQUIRED TO a � MEET INLET PIPE. o ° N0�• CW gRVICE FROM MAIN. 4 4 S � SWITCH ATER ALARM .o,� P � SEE PLANS FOR SIZE 4� I M I " I --�"'� � °`�'°° o 0 0 ° � o ARCH ITECTU RE, EMERGENCY CUT-ON � ,o . °, 3' ° CONTINUE PER PLANS. BYPAiS LINE � � _ _ � PLANNING� SWIT CH. •� °�'" C O N T I N U E P E R P L A N S o o I N T E R I O R D E S I G N ALL FILL BELOW LOWEST TRENCH o CHECK VALVES PROVIDE PIPE TO FLOOR SINK. N.C. S T A N D A R D C U T-O N T O B E W E L L C O M P A C T E D � , F U L L P O R T S H U T O F F V A L V E SWITCH. 2�_p• EARTH. 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SEWER > ' FlrnNC �e & so� as� 22 s� i�.2s� p ° � SIZE END BEND BEND BEND BEND � ° _ — � o � ° - 1� x 1� x ��4 BRACE =IIIII�I ,� 3' 1.0 133 067 04 025 J TIE RODS; TYP. - o �III � ''e I1T� 4` 1 67 2.4 1.1 0.67 0.4 � EA� SIDE OF PIPE. o p o ♦ CROSS BRACE & ANCHOR — III 6' 5.75 5.4 25 1.5 0.8 � a C.I. HUB TO FLANGED I � TO CONCRETE. 11� 8' 6.7 9 5 5.2 2.7 1.33 o ADAP1ER. � o° o �I II I 10" 10.3 15.0 7.0 41 2 0 � � p 1���� o ° ° ° o � p �o o = p �g" SOIL BEARING PRESSURE MUL71PLJER � � p o 0 0 0 � o°o °o ° o 0 0 o PLACE DOUBLE LAYER o � OF TAR PAPER BETWEEN CONC 1500 1.33 � ° o � o o � o � ° o ° � o ° ° � BLOCKING & PLUG TO PERMIT 2000 10 � W THRUST BLOCK � v v � � � ° � •• EXTENSION.VAL FOR FUTURE 3000 0.67 V O SEE DIAGRAM QH , ° o FLOOR CAST IRON DIA. CAST IRON _ I Q THIS SHEET, TYP 5 FT. MINIMUM V J � � Z J � WATER & OR F'IRE ENTRY DIAGRAM SAND & OIL TRAP DIAGRAM � THRUST BLOCK DIAGRAM � J O � N O S C A L E O N O S C A L E O E NO SCALE O � Z Q O , ADJUSTABLE GRADE CLEANOUT AND ACCESS ENCLOSURE WITH ANCHO Q � V - C.0 T.G SEE DIAGRAM CO, FLANGE, HEAVY DUTY TOP, AND VANDAL PROOF FASTENERS, ZURN, � (/� . � GRADE THIS SHEET. Z-1 4 0 0-H D-K B R A S S C L E A N O U T P L U G W/C O U N T E R S U N K H E A D. , - a 20 GA. GALV. ROOF _ Z N J � BASEMENT WALL. 24" X1 6"� CONC. JACK W/ 6" FLANGE ¢ � ¢ - o PAD TROWEL FINISHED GRADE � BY M.C., SET IN o p SMOOTH & EDGE. BY G CC CEMENT _ Z O � 0 o W A L L S L E E V E; I.D. = 4" a LARGER THAN 0 D. OF PIPE. a z z Q � J � o v ° d Q Q v ROOF � � PIPE BY M.C. _ __M � � o a ° a `O N 20 GA. GALV. � a p STORM OR SANITARY M OR CLAMLPAN BY W BLDG. DRAIN. � - - O , a PLACE & CAULK WEATHERTIGHT. I I � J C.I. WASTE LINE ' -- - - - LGTH TO SUIT FINISHED ROOF - w SLOP~/L.F. o ° CAULK W/ 2 PART 1/8 C I BEND FELTS BY G.C. -- - � o POLYSULFIDE CAULKING. _ � v SLOPE DN C�P 1/4"/L F. SOLDERED LAP SEAM R@VISIOIIS: _ a � ° �-- - -� � PE�'MIT S�T 1�-19-�� a N ° o � PIPE SLEEVE & "- i D �° - CAULKING BY M.C. - - - o - -- - NoTE: - SUBM IT-T,4L �6�t�m� �,� N WASTE LINE a 2 LA COOR'D ROOF PENETRATION a BY G.C. WITH ROOFING CONTRACTOR. Q2 SLDCx. D�Pt. �- � Q � - - - -- SUBMITTAL �6-3(d-�� ° SANITARY OR STORM BLDG. �- � - a -, - DRAIN THRU WALL DIAGRAM TWO—WAY CLEANOUT TO GRADE DIAGRAM PIPE THRU ROOF DIAGRAM � � p ----- -- � NO SCALE O NO SCALE O NO SCALE O a � �, _ - a EXTERIOR BLDG WALL. � Drawing Title: a WASTEXORNVENT. A AND AC ESS COVER UT , - M� ,Cli�,�el�llC,�eL TO FIRE PROTECTION SYSTEMS. FLOOR CLEANOUT FCO FLOOR ZURN ZB-1400. TOP OF D����MS °' F a CHROME WALLCOVER � � LINE � COVER TO BE FLUSH W/ 3 AND SCREW. PROVIDE FOLLOWING OPTIONS AS APPROPRIATE 1 TOP OF FLOOR. �_ - -o _ _ _ _ � CARPET MARKER - FOR CARPETED AREAS. �a Do� opo pp -- _ _ _ __. __ � ' ' ' � FIRE DEPT. CONNECTION. SQUARE TOP - FOR CERAMIC TILE OR p°o °P o _ _ _ , � PLUGGED TEE WITH SIMILAR SQUARE PATTERN FLOOR. ° °D° �D°°°° ' - � � TEST VALVE; PIPE TO OUTSIDE. CLEANOUT. FLASHING CLAMP - FOR ABOVE GRADE , � --- -- � WALL. WATER PROOFED AREAS. 1/8 C.I. BEND - ___ - _ - -- �,� Z - � - --- BALANCE OF PIPING --- -- ¢ SAME AS CLEANOUT X BA VALVE ��' � FLOW SWITCH TO ALARMS, SEE SPECS. o TO GRADE. - - °a C.W. SERVICE r � I - � ^� , , �-23-0� - " SEE DIAGRAM � DRAIN VALVE; PIPE INDIRECT TO FLOOR DRAIN, FLOOR LINE. . r' , ate: -- TYP. ����u�i�, � � THIS SHEET `� � m FOR DOMESTIC - - -,J� _ o WATER ENTRANCE "� SHUT-OFF VALVE. o 0 0 � o � o 0 0 o SL�OPE DN � 1/4"/L.F. `�^(���.�-�-t� �i�=;r Project No: 231�9.�� v o ov o .� tP� `"= � DIAGRAM DOUBLE CHECK TYPE BACKFLOW PREVENTER. � v �� ° � ° ° _ d o = � 2—F o TAMPER SWITCHES ON VALVES. WASTE LINE - ' � i/s c.i. BEND. - - — -� - ^ _` �° ,) � p` :� Drawn by �P}�-I �a� � ✓: r��ti . BALANCE OF PIPING � 's�gp�•Ial � `-� ��;� a FIRE SERVICE FLANGE. SAME AS CLEANOUT 1/8 BEND IF CLEANOUT ---- - -- - - - �'-•.,, : __ ~ TO GRADE. OCCURS AT END '�� ,..`,�����•"'� Revievued by: �� ° FLOOR. M OF LINE. - ------- --- - - - — °� -- - -- - - -- $EAUDIN sheet - � � WALL CLEANOUT � - G�vzE / � � � F I R E E NTRY P I P I N G D I AG RA M �IAGRAM C LEA N 0 U T D I AG RA M � ;�� Consulting Engineers, �. � NO SCALE O NO SCALE O NO SCALE O - � a� G Va1 970)949-6108 �ppyPo�{T 1p04 � o Ldce aho� 530 550-7334 �� % w�r bece.can � \ ° J Denver: (303)278,3820 �1�No 7953.01 ,_� _ _� - ^ t� � '���` 3Si.;��°, RESORT DESIGN 20 GA. WALL. - , SPIN-IN FITTING WITH EXTERIOR DUCT INSULAl10N. SL�VE WALL. S.B.D. — WALL _ SLEEVE. RETAINING ANGLE. INSULATED FLEX DUCT. r a � INTERNALLY LINED SUPPLY � WIRE GUARD. -- DUCT, OR AS NOTED IN CLOSURE DETAIL. SPECIFICATIONS. j � C ' � EXHAUST FAN. A S S O C I A T E S I I I I RECESSED DAMPER AND � AIR� FLO� LINKAGE ASSEMBLY OUT OF � , AIRSTREAM. � j I DAMPER FRAME. � ARCHITECTURE� / � WALL SHUTTER PLAN N I N G� � � � � � INTERIOR DESIGN \�SHEET METAL DUCT. SHEET METAL STRAP � I � � SHEET METAL SHIELD � _ _____ _ _ ____ __ ____ _ ____ _ _ _ __ __ _ ___ I S.S. WORM DRIVE CLAMP. I BREAKAWAY DUCT CONNECTION. SQUARE TO ROUND ADAPTER L' � San Francisco IC@ AS REQUIRED. -- SECURELY 388 Market Street, Suite 380 CEILING DIFFUSER. SUPPORT IN�yU1lAl1.AN San Francisco, CA 94111 RECOt�MENDED MIN. SLEEVE THICKNESS Tel: 415.392.4433 DU�T DIM. MIN. SLEEVE ____ _ FBX: 415.392.�$� TYPEOF IN )IA oR S�E� THICKNESS • COATED TYPICAL DIFFUSER CONNECTION DIAGRAM WALL MOUNTED GARAGE EXHAUST FAN DIAGRAM Bouldero�ice CONNECTION RECIANGULAR GAGE UNCOAIED STEEL S'fEEL BREAKAWAY 2° pN 26 018» NO SCALE O NO SCALE O 1434 Spruce Street, Suite 110 13 -30 24 .024" Boulder, CO 80302 ��"-54" 22 .030" a a a - Tel: 303.449.4433 ° ' � ° d 1�4 OF "w" oR Fax: 303.449.3366 NO LINING WITH FIRE RESISTIVE `���-84" 20 .036" e ° ° a �o � y o ° 6 MINIMUM. �iIS PORTION OF .' SOLID METAL STUD MATERIAL. 35" UP 18 .047" ° ° a = b • ° [UCTWORK SHALL BE LWTELS � - FRAMING. ° a , _ ° ° o ALUMINUM. MASTIC. ANGLE .HOWEVER SLEEVE THICKNESS MUST ALSO NOT BE ° ° LOUVER. 50% FREE infoBiResortDesign.COn'1 LESS THAN DUC- GAGE OR THAT SPECIFICALLY ' • . SLEEVE AUTHORIZED BY A RECOGNIZED AUTHORITY. AREA OR GREATER. WEEPHOLES www.ResortDesign.com BY U... STANDARD 555 ALL DUCTS ARE REQUIRED _LOUVER BC SCREEN. TO TE2I�INA7E AT SLEEVES OR DAMPER FRAMES. CONCRETE SHOT-IN ANCHOR GROUT. SLEE�F_ 1HICKNESS IS CONl1NGENT ON TYPE OF STRUCTURE. (THREADED). P�OVIDE S METAL STUD � MAXN)IMENSIO S A S CATED WITH THE TESTHA� i I V�ATERPROOFING 20 GA. RAT1N: END � BOTTOM ALUMINUM. CONNECTION ALOL PIPING THREADED ROD � � ��� BEARING � SIDES. RETURN SHEET METAL - V NOTES� WITH INSULATION � � �I� � UNDER WALL BOX & � � TO HAVE INSULATION �' i��l�`� �� � EXTEND 2" BEYOND FACE Z NO LINING REQ D. RU FULL - � � . ' � OF WALL TO DRIP LIP. �p° o ° °0 1. PRJVIDE ACCESS PANELS AS SI E THROUGH = HANGER. ��/ � �'� � ` H „ J 0 0 o HA GER WITH SHIELD � � � � � ''� -�, 12 MIN ? L,L a D�°o0 0 0 o RE�UIRED. AN INSERT. _ � � � �� SEE ENLARGEMENT "A° 2„ `� �3 T a a° o°,° ° P �j 2. THS DIAGRAM IS NOT INTENDED TO � 1" � S C01/ER ALL CASES OF FIRE DAMPER � � � AND FIRE/SMOKE DAMPER INSTALLATION. WALL. CONCRETE OR MASONRY SINGLE BLADE DAMPER IF H<8" `� CONNECTION 3. DEfECTORS WHERE REQUIRED BY CODE TO BE OPPOSED BLADE � \ F02A OOOWF MIN 5'F, AND 809� HUMIDITYS�D �PE� DAMPER IF H>=8° NQ�: � E N LA R G E M E N T A � W RE�ER TO MANUFACTURER S INSTRUC110NS V O SEAL AIRTIGHT FO2 SPECIFIC MOUNTING DETAILS. NO SCALE _ ; AROUND ENTIRE CO)R'D WITH ARCITECTURAL _ Q Q F I R E D A M P E R A N D F I R _ S M 0 K E TAKE-OFF. RE4UIRMENTS. - � � 4 5° D U C T T A K E- � Z J � T Y P I C A L H A N G E R D I A G R A M OFF DIAGRAM W A T E R T I G H T L O U V E R D U C T C O N N E C T I O N D I A G R A M � > p DAMPER ASSEMBLY DIAGRAM _ � NO SCALE J N O S C A L E O M O G NO SCALE O NO SCALE O B � Z Q O O > V - AMTROL 720 SERIES SHAFT WALL � ' (/� . � SNOWMELT TUBING. INSTALL FLOAT VENT, OR EQUIV. Z N J PER MANUFACTURERS AIR SEPARATOR. SUPPORT CONNECTION AT NOTES: � Ya° MESH SCREEN EXPANSION TANK Q �C Q - RECOMMENDATIONS. CHEMICAL FEEDER AS REQ'D. AT OPENING ASS'Y. SEE DIAG QH , 1• SET RELIEF VALVE TO MAINTAIN MAKE-UP CONNECTION, SEE THIS SHEET. PRESSURE AT NO MORE THAN 10 PSIG = O � LOCATE MANIFOLD IN DIAGRAA� Q, THIS SHEET „ BELOW LOWEST SYSTEM PRV SETIING. ---- L A N D S C A P I N G B O X (E X T E R I O R) F A C T O R Y-A P P L I E D 1/4 P R E S S U R E S W I T C H � J OR MOUNT ALONG WALL THICK INSULATION, TOP 2. WIRE SWITCH TO RED ALARM INDICATOR LIGHT (INTERIOR). & BOTH SIDES FULL pS FULL SIZE DISCHARGE LOCATED ON WALL. LABEL LIGHT "LOW WATER". � m �FLEXIBLE PUMP - - M -- - CONNECTION TO PUMP LENGTH OF SLEEVE �RELIEF VALVE.STEM � �r �--HWS INTEGRAL 3/4' FLANGE STORAGE DRUM, 55 GALLON � - � ON SLEEVE , SMS SUCTIOP� DIFFUSER. HWS ��.� WITH LID. SMR� INERl1A BASE. � DAMPER BLADES & FRAME � GAP pR RE RELIEF VALVE. � � INSIDE SLEEVE ESSU w a TRANSFER AIR GRILLE. REFER - - SEE NOTE 1. I � TO GLYCOL FEEDER. � SEE DIAGRAM�, AIRFLOWS AND TYPES. LOW WATER � R@VISIOIIS: `-� � �M� THIS SHEET. �` � CUT-OFF SWITCH. - � � SEE NOTE 2. }���-It S�T �0-�9-�� � FASTENERS OF TYPE, SIZE, �~ ° MANUFACTURER'S MANIFOLD WITH ° � _ ' VAVLES. NUMBER & SPACING AS � u� ■ DRAIN VALVE W/ Q1 BLDCx. D�PT. R�- � REVERSE RETURN PIPING. DIAPHRAGM EXPANSION REQUIRED BY � FLOOR HOSE CONNECTION. °o �'� CONC. BASE INDIRECT TANK ' MANUFACTURER ___ ro F.�. � SUBMItT�4L m6-02—�� m IPE INDIRECT TO P�MP 4" CONC. PAD. � FLOOR DRAIN. ELEV. E UIP. TRASH ROOM _ _ � -$LD�. p��t. �- � Q � SUBMIttAL ��o-3m—m� ° SNOWMELT MANIFOLD PIPING SINGLE SUCTION PUMP GRILLE & COMBINATION - - o , . DIAGRAM ASSEMBLY DIAGRAM AIR CONTROL DIAGRAM FIRE f SMOKE DAMPER GLYCOL FEEDER DIAGRAM �° NO SCALE ---- - -- - ' o NO SCALE OP NO SCALE O NO SCALE O O NO SCALE'-- O U m BACK-DRAFT � � FILTER W/ FILTER W/ PREVENTER. � Drawing Title: � ACCESS PANEL. ACCESS PANEL. �- ` � Q " 1`��C��4N(C�4L BOTTOM OF BACK- III I I I I I I III D��e��+deMS °� ROUND HANGER - ACOUSTICAL ROUND HAVGER DRAFT PREVENTER ROD (TYP). 1 LINING. ROD (TYF). SHALL BE 2'-0" 3 CHR MIN. ABOVE ANY � � � -CHS ROOF WITHIN 10'-0". � FLASHING x VIBRATION ISOLATOR. H� VOLUME DAMPER. VIgRATION ISOLATOR. - � - o - - � M � ' O) i^ ROOF } ' , ' _ z DOUBLE LOCKNUT. DOUBLE LOCKNUT. � / I��H�� ' � � Q1 SHEATHINGJ , � - Q FAN COIL UNIT , � ~ �`�'A' FAN COIL UNIT � o S.A.a— S.A.�— ' ' X ��n��n Q � p R.A. DUCT. ,,, p ==33 DOUBLE WALL i— Date:---- �(.-23-0�. - UIU22 ' " �— p CEILING �.L�,�,� CEILING Q ' �''-`t'r/fro� FL E. � I�--17'Ct-D��H WS� - . � ' � _ '°`0`' �_ .�` °�, i CONDENSATE DRAIN. CONNECT TO CONDENSATE DRAIN. CONNECT TO 2" MIN. �� R,,,. � �'-' t L �'`-,`'� Project No: 231�9.�� - � CONDENSATE RISER, TYP. CONDENSATE RISER, TYP CEILING� ' CLEAR = �3,`�: ��a'�= o (PROVIDE MIN. 2" DEEP TRAP). (PROVIDE MIN. 2° DEEP TRAP). - d m � 1 e � NOTE: � NOTE: RA/ACCESS PANEL INTEGRAL ��"° ,� ��o`f q��� Drawn by: �{��-} � RETURN AIR PLENUM SHEET METAL DRAIN PAN RETURN aR PLENUM - "� " -- -- - '-` ^ j�`� *� �I • `�� o FULL SIZE OF FULL SIZE OF WITH FAN COIL UNIT. ESCUTCHEON _ `=�•-<.°s� •"�ti`;°� - - - - -- - - - • -t� , _° - °�r'��`'�` ' UNIT CONNEC?ION. 3/4" SECONDARY DRAIN UNIT CONIJECTION. � �-���'��'�o��`�` o TO APPROVED RECEPTOR. ''E�����..����«"'' Reviewed by: �� NOTE• � PIPE INDIRECT TO FLOOR DRAIN COORDINATE ROOF PENETRATIONS WITH ------ - -- - Tm�T o� ON SINK TAIL PIECE, TYP. ROOF MANUFACTURER. B�vL�`� Sh2G�. - UNIT HEATER ' . � FLUE THRU ROOF DIAGRAM PIPING DIAGRAM � - GANZE / v - - - � C 0 M M 0 N A R E A FA N C 0 I L U N I T I N S TA L LAT I 0 N R E S I D E N T I A L FA N C 0 I L U N I T I N S TA L LAT I 0 N NO SCALE _ � Consulting Engineers, ��. _ � � NO SCALE NO SCALE M SCALE o -° O O O _ � � ) Pro�ect No 7953.01 � R � K - D u��: (�os��a-sezo _ co�rrac�+r zooa �e an� s�o s50-� i _ rrrrbyce.com J - RESORT DESIGN R FIXTURE SCHEDULE � _.___�_ __�__w_.__�_._.___. �_ __._ _._ �__ _.______._____ , ______��_______.__._.____. _�_.____�_�___�.______ ___, _ _____ ___�__N_______ _ _ __ .__.___________.___ ____ _ _ ____ _______. __�_.�.. _ 4 `t TYPE descnpt�on qty MODEL # LAMP LOAD 1 VOLT. NOTES m�.�� mun G GARAGE FIXTURE EXCELINE PGQ1�5MAL-6(OR EQUAL) ED17 175W 120/277 n'°"°`�'°"""' AS S O C I AT E S GW GARAGE WALL FIXTURE EXCELINE SAW103MAL-6(OR EQUAL) E17 100W 120/277 P1 CHANDALIER BY OWNER ELECTRICAL LEGEND � � P2 PENDANT FLOURESCENT LIGHTOLIER BSL621CT121(OR EQUAL) 2-T8 32W 120 P2 PENDANT FLOURESCENT LIGHTOLIER BSLE END CAPS(OR EQUAL) N/A NiA NiA �,,Ry (NOT ALL SYAIBOLS REWIRED FOR iHIS PRO�C» P2 PENDANT FLOURESCENT LIGHTOLIER BSLCC24 POWER FEED(OR EQUAL) N/A N/A N/A �, nN N+iu�a�ia+ e�eem+s P2 PENDANT FLOURESCENT LIGHTOLIER BSLC24 SUSPENSION(OR EQUAL) N/A N/A N/A a�G,�,,,� �,��,,, � °�n1i0� � _��� R-1 COMMON AREA REC CF EM BALL TRIM LIGHTOLIER 1171(OR EQUAL) 2-CF 9X23-2 /2- Pin Base 13W 120 ° ��'�""�0°"""'rt �c -�eo�n.�mc�o� R-1 COMMON AREA REC CF FIK LIGHTOLIER 1102D1(OR EQUAL) '"��F�� � ������ � -�~ "�`L"°`"°'T`°"� °°� -�"°' ARCHI�GECTURE R-7EM COMMON AREA REC CF EM BALL TRIM LIGHTOLIER 1171(OR EQUAL) 2-CF 5X23-2 /2- Pin Base 13W 120 �� � °1 -°E"m'�" r 'A116A�FLll01.llfiiT FlX11FE ElP -E1E7l6Y YA11Aff101f PA1EL R-1EM COMMON AREA REC CF EM BALL FIK LIGHTOLIER 1102DM1(OR EQUAL) 2 F°"�0°O/A7� � _����� PLAI�INING� wro+use-�irve R-2 LV EYEBALL TRIM LIGHTOLIER 478WHX(OR EQUAL) MR16 75W 12 wrQec�-swm�+oESa+�nox R-2 LV EYEBALL FIK LIGHTOLIER 402MRX(OR EQUAL) m� � � _�� �°"�'°�"'�°'°��'�"'�°"" � �N� INTERIOR DESIGf�9 R-3 INCANDESCENT REC CAN TRIM LIGHTOLIER 1171(OR EQUAL) A19, BP.40, PAR38, R40 Heat 100W, 150W, 150W, 250W 120 �—� n"°+�s�+'"F°"ur� � _"°TU m�� W«mA SIfB L1fM NIIN d BAi1FRY PApC NP -NEAIl1ER PIt00F R-3 INCANDESCENT REC CAN FIK LIGHTOLIER 1102P1(OR EQUAL) mc,.,=.�� o�� 0 ruuir��sex �►x -m�wsaao+ R-4 UNIT RECESSED CAN TRIM LIGHTOLIER 1171 (OR EQUAL) A19, BP,40, PAR38, R40 Heat 100W, 150W, 150W, 250W 120 0'� °01E-101N1"°�""� "� -��'�Q1w`�� r„c.�.oFFwrnomr � ������ R-4 UNIT RECESSED CAN FIK LIGHTOLIER 1102P1(OR EQUAL) � s�r ucirr R-5 UNIT SHOW ER REC CAN TRIM LIGHTOLIER 1178LX(OR EQUAL) A19 40W 120 �� � mi+oa+��a�voo*uo�r ��� � ��ppKr�pp� �F11� F�E ALMY CMIR01.PAIEL R-5 UNITSHOWER REC CAN FIK LIGHTOLIER 11041C(OR EQUAL) Sar� Francisco O ICe' � �c.Y e��mr ucans � ��aex�a��rua ST-1 STEP LIGHT HADCO RSC2AK51E(OR EQUAL) T10 40W 120 1 p �u�ruisr�nw+ � D1�L°110�f1°E°'�"'�"°'� � ��«�� 388 Market Street Su ite 380 SE STAIR LIGHT LIGHTOLIER LSW-4-2-32-120-SO- 2-T8 32W 120 2 3�� � oqaFwrtFxr�rr�ete'uafssNOhu r ° F"'9'�°°"°"�°�'�"°F °x 001�"""°""�'�'"°�°'�"� San Francisco, CA 94111 S-1 MECHANICAL 4'STRIP LIGHTOLIER SW4S232HPF120S0(OR EQUAL) 2-T-8 32W 120 � ���T�� .H n�,LL�TU�cra S-2 2 LAMP STRIP LIGHTOLIER SW4S232HPF120S0(OR EQUAL) 2-T8 64W 120 a��.,�,,,,� tn�.� � q�nc�r�w�-swmmet�uatssNOho N �0����0� Tel: 415.392.4433 S-2EM 2 LAMP STRIP EM LIGHTOLIER SW4S232HPF120S0 FBP100FE(OR EQUAL) 2-T8 32W 120 2 � �-ro�nra� 'P PHD��91O�0E7�0R m���„� '"� �"T�"°'°°E��'°�°E'�'°" Fax: 415392.4454 S-3 2 LAMP STRIP WITH WIRE GARD LIGHTOLIER SW4S232HPF120S0(OR EQUAL) 2-T8 32W 120 ���� �"'"�"O11�R"�� bhC�S oucro�c�an �O O�.�MCIqN BOX N F100R.C�1NG OR N MALL � ypp�IQFR SYSIEII f101►SIrf01 S-3 2 LAMP STRIP WITH WIRE GARD LIGHTOLIER AWG3W CDP WIRE GUARD(OR EQUAL) N/A N/A N/A °� ������TN��� � ���aT�� T-1 18 CELL PARABOLIC L/L/F LIGHTOLIER DPA2G18LP33212003(OR EQUAL) 3-T8 32W 120 I-e ��a+�* �; y�� W-1 INTERIOR SCONCE BY OWNER SY OWNER '°""� °7°�1OE� � sro��oww+maECno� W-2 EXTERIOR SCONCE BY OWNER BY OWNER � ��r� _ BOU CC O ICe NWf RUI COI�MID N YULLL OR ABOY£�I)Ifi I�1101E�CICAIOR ll4Tf� w-s UNIT VANITY BY ovvNER ----�*����� ° �"'�DN�" 1434 Spruce Street, Suite 110 W-4 PUBLIC RESTROOM VANITY BY OWNER �oGn �"�"°� W-5 CORRIDOR SCONCE BY OWNER i��G,� $ 7�s �T'8'�MO� —� �s�crswm� Boulder, C� $�3�2 ;:�� —� �� Tel: 303.449.4433 X1 SINGLE FACE EXIT LIGHT LIGHTOLIER LLNIGW(OR EQUAL) LED Included 1 85W 120/277 4-'��"'s"'°' � Fax: 303.449.3366 X2 DOUBLE FACE EXIT LIGHT LIGHTOLIER LLNUGW(OR EQUAL) LED Included 1 85W 120/277 m���s,rm, � °"°�"t�`""giOR� P�SMROi MfRI RAf llfiiT �� �� X1EM COMBINATION EXIT EM LIGHT LIGHTOLIER LC12LT61GW(OR EQUAL) T6 Included 5 4W 120/277 ""� � �����n� p� ,�e EM FROG EYE EM LIGHT LIGHTOLIER E5W(OR EQUAL) 5 4 N Tungsten Included 11W 6 ❑ ws�urmxcwmasrenw � 1A°��Yd1°'�AR1°' c�� � � �y n�m�cr sr�w N O TE S _7_------i--------------- --- -------— ' � �� �P�omino.�canaa mmx a�m�nmuna eo� -—------------------------------- —-------- — - -------- ----------— - --- �--- ------- . NOTE #1 Fixtures to be fed wa hght�ng contactor, t�me clock, and photocell configuraUon ---- --- -___ __ �__________--_________ �_ _ __ __ '�� � �� o T+��+ in oCa3ResortDesign.com --- ------- -----------—------------ ---- ------ ------ -------�----- —___._.__—_�_-°-------- -----—-___--- _—-- -----------—------- —{n aiairo NOTE #2 Prov�de 90 minute long-life battery pack factory installed in unit ' �❑ .+� a a�a.re��,e WWW.ResortDesign.COfTI 0 1lElalOSRAT AT EO'U1F54 1q7ED � ���T e pN9Q1 15 EOUPIFIIT � AlIfp1A71C 7RANgER Swlt11 � FOOD gRN�EOUNEl1i M�F �r��� � � ,,�a,�,�._,�. � . F2 TF � � Top Floor �� TIVOLI LODGE ONE-LINE � Scale N TS � � � � � RP4 RP4A � � B1 B1 � � � � � � � � a�n r��� FIRE ALARM NOTES• � � � � FIRE ALARM SYSTEM TO BE DESIGN BUII.D COMPLETE � SHOP DRAWINGS TO BE SUBMITTED TO THE TOV FD. � � � 120 VAC � � � � 120 VAC � � � � � � � � � � _ P3 RP3A Signal 1 � - Signal Circuit Output Gamewell � � � B1 pz Q B 18awg FF8 � � _ - GAMEWELL � � � s�a r��� 610 XL8 Signal2 14aw C� 18awg z g w � � � � 14awg C� � � Z N � 14awg n EOL � � RP2 RP2A F3 F4 EOL Znd��r 14awg � Revisions• EOL P�O���S� I1������ P��MI� 2/2�/�� B1 ZavDc OSLI�MITTA� COMM�NT �/21/�� B1 � D��v��u� eor�r��N�s ADDRESSABL LOOP ������� S S PID-95 PID-95 PID-95 SCE-95(2) ���VI�I.0 COMM�NTS LP1 Q �/3�/�� F�tenor Horn/Strobe 15c Floor D (T'YP.1/1) E � 2 VDLTAGE 1?ARA83 Drawing Title: MPACITY 1b00AMPS E 6�,�� 400A #4 CU TO CONCRETE INCASID F.t.Fl�rapDE NEC 25(152(A}3 �A 3/0 CU BUQ,DING STEII. ������f ��� N srocurown�x�Yr�czwszcA> AVAILABLE VAULT CURRENT B Z�A G F� - 4��98 TIVOLI LODGE FA ONE-LINE ���� � �� D1 aoon F2 = 10088 Scale:N.T.S .: F5 F3 = 8374 MECH GP 200AST F4 = 11563 C F5 = 33788 Q F6 00 AMP FUSED SS SPAR � F6 = 26609 x �(3) 200AMP FRNR Note 2 DRAUJINC� INDEX E�E FEEDER SCHEDULE E1.(d ELECTRIC�4L pET,41L5 F� S roN Q 2.� ELEGTRIG,4L S TE PLAN �y ,{ � A �55�AI. 5�4-50f1 AI.>4�C Wn-4�sP�*e OWE R ate: �/2�/Sl�# E3.1 MAIN LEVEL LIC�I-ETINCs AND POUJER 0 Bl 4°°^I- Z�4-�°,1-#'G�.>�"� E3.2 2ND FLOOR LIC�NTINCx AND POUJER Project No: A Note #1 ' E33 3RD FLOOR LICxI-ITfNC� ANp POUJER _ Q D '°°`"° c4-3, -# ��"�1.�.� E3.4 4TH FLOOR LIC�I-4TINCx �4Np POUJER UTIUTY HOLY CROSS VOLTAGE 17A208 3A� E 200 AL (4-250,1-#4 G AL)25"C . POUJE R �' AVAII.ABLE FAULT CURRENT 99,500 g �yq A[, (4-300,1#2 AL)25•� _ D rawn by. _ (SASEDONHCEASIXIRVATRANS) Q E4.1 Tl'PICAL UNIT DRAUIINC�S JUV/�MS • el ectric Checked by: ��N G"R"GE TNOLI LODGE ONE-LINE n*dwme Notes ,�r. .BOX 957 AVON,CO 81620 J 1 Service conductors to be routed 12"under parlung struct�ue and tum up under sernce �``�,�� ���l S h eet. Seale NT.S eqmpmentmcommgsechoa ��\�� - 2 300 amp spaze for fuhue cluller �� � / e ,�651 FAX:970-949-5354 ������ � ��� � ��� � � � �� �i� ���ce Electrical Contractor e � o � :�,: ' NTS � ' � '�= _ Patnck B ms ; ' 53 0 • � � ��; �c�b CO 2003 RDA i�� � � �F�`�` e ` ��'«!uiu�uueue1���` r ` J % PANEL GP SURFACE PANEL RP-2 SURFACE P���� �A� VOLTAGE 120/'1083PH,4WIRE AMPS 600AMPS VOLTAGE 120/208 3PH, 4WIRE AMPS 250 AMPS VOLTAGE 12Q2083PI-1,41MRE �pg �p� RESORT DESIGN . LUGS MLO LUGS MLO W/FTL LUGS. NLO AIC 42,000 AIC 10,000 AIC 10,000 ' DESCRIPTION TYPE LOAD BRKER PHASE BRl�R LOAD TYPE DESCRIPTICN DESCRIPTION TYPE LOAD BRKER CK PH CK BRKER LOAD TYPE DESCRIPTION p�pJ�q� TypE LQAD BRI�Ft PH BF�FZ L(aAD TYPE DE9CPoP'110N GARAGEEMLJGHTING L 900 1/20 1 A 2 1/20 1920 L GARAGELIGHiING UNIT 206 GENERAL LT AND POWER L 1500 1/20 1 A 2 1/20 1500 L UNIT 211 GENERAL LT AND POWER �q��LTf�D L 1500 1/20 1 A 2 1/20 1500 L UI�AT'411 GB�ERAL.LTA�PO�WBt STAIR WAY#1 LIGHTING L 1200 1/20 3 B 4 1/20 1200 L STAIR WAY#2 UGHTING UNIT 206 MICROWAVE L 1500 1/20 3 B 4 1/20 1500 L SPARE 1�11T406 MG�dWAVE L 1500 1/20 3 B 4 1/20 1500 L SPARE A S S O C I A T E S GARAGEEMLIGHTING L 1200 1/20 5 C 6 1/20 1200 L ELEVATORCIRCUIT UNIT 206 BATHROOM L 1500 1/20 5 C 6 1/20 1500 L UNIT 211 BATHROOM l,A�pT406BATFROOM L 1500 1/20 5 C 6 1/20 1500 L UMT4116ATFft0011A MACHINE CIRCUIT L 1200 1/20 7 A 8 1/20 1200 L ELEV PTI CIRCUIT UNIT 207 GENERAL LT AND POWER L 1500 1/20 7 A 8 1/20 1500 L UNIT 211A GENERAL LT AND POW=R �407�p,�LTA�D L 1500 1/20 7 A 8 1/20 1500 L UMT412GB�ERALLTAI�PO'V1i9� � � 1, UH-1, �,EF- 3 B 0 1780 M UH-1,CUH-1,FGS,UH-1 UNIT 207 MICROWAVE L 1200 1/20 9 B 10 1/20 1500 L SPARE UMT4p7MCROMIAVE L 1200 1/20 9 B 10 1/20 1500 L SPARE PANELMECH M 9650 3l125 11 12 3/2 PANELLP1 UNIT 207 BATHROOM L 1500 1/20 11 C 12 1/20 1500 L UNIT 211A BATHROOM IA�pT4076ATFFtOOM L 1500 1/20 11 C 12 1/20 1500 L UMT412BATI-ft0011A PANELMECH M 9650 — 13 A 14 — 1 PANELLP1 UNIT 208 GENERAL LT AND POWER L 1500 1/20 13 A 14 1/20 1500 L UNIT 212 GENERAL LT AND POWER �qpg�LTA�D L 1500 1/20 13 A 14 1/20 1500 L Uf�T413G6�ERALLTAf�DPO�IV�t � PANELMECH M 9650 — 15 B 16 — 1 PANELLPI UNIT 208 MICROWAVE L 1500 1/20 15 B 16 1/20 1500 L UNIT 212 MICROWAVE UMTqpgM(�tO�WP�VE L 1500 1/20 15 B 16 1/20 1500 L UPIAT413MG�WAVE WASHER#1 M 1080 3/20 17 C 18 3J20 1 M DRYER#1 UNIT 208 BATHROOM L 1500 1/20 17 C 18 1/20 1500 L UNIT 212 BATHROOM Uf�pT408BATF�FZ00M L 1500 1/20 17 C 18 1/20 1500 L UMT'413BATff�t00M ARCHITECTURE, UNIT 209 GENERAL LTAND POWER L 1500 1/20 19 A 20 1/20 1500 L UNIT 213 GENERAL LTAND POWER �309�LTA�D L 1500 1/20 19 A 20 1/20 1500 L UM'T'414GB�ERALLTA�DPO�WB2 P�.qf�1NIR1G 1 M 1 — 19 080 M DRYER#1 � UNIT 209 MICROWAVE L 1500 1/20 21 B 22 1/20 1500 L UNIT 213 MICROWAVE UMT4pgMCFtOWAVE L 1500 1/20 21 B 22 1/20 1500 L U�6T414MCROiINAVE WASHER#1 1080 — 21 B 22 — 1080 M DRYER#1 UNIT 209 BATHROOM L 1500 1/20 23 C 24 1/20 1500 L UNIT 213 BATHROOM UMT4096ATI-aZOOM L 1500 1/20 23 C 24 1/20 1500 L UMT414BATF�ftOOM II�ITERIOR DESIGN WASHER#2 M 1080 3/20 23 C 24 3I20 1080 M DRYER#2 UNIT 210 GENERAL LT AND POWER L 1500 1/20 25 A 26 1/20 1500 L UNIT 214 GENERAL LT AND POWER IA�IIT410G�ERALLTA�D L 1200 1/20 25 A 26 1/20 1500 L Uf�T415G6�EREILLTAI�PdVV�2 WASHER#2 M 1080 — 25 A 26 — 1080 M DRYER#2 UNIT 210 MICROWAVE L 1500 1/20 27 B 28 1/20 1500 L UNIT 14 MICROWAVE UMT410MCRO�WAVE L 1500 1/20 27 B 28 1/20 1500 L UMT415MCR01IUAVE WASHER#2 M 1080 — 27 B 28 — 1080 M DRYER#2 UNIT 210 BATHROOM L 1500 1/20 29 C 30 1/20 1500 L UNIT 214 BATHROOM UMT410BATFEZOOM L 1500 1/20 29 C 30 1/20 1500 L U�9T415BATFFt0011A 29 C 30 320 1080 M DRYER#/3 CORRIDOR FLOUR & EM L 1600 1/20 31 A 32 1/20 1500 L CORRIDOR WALL SCONCE pORF21DORFLOUR&8VI L 1500 1/20 31 A 32 1/20 1500 L COF�F2IDORWALLSCONCE San Francisc� Of�ice 31 A 32 — 1080 M DRYER#3 SPARE L 1500 1/20 33 B 34 1/20 1500 R CORRIDOR OUTLETS SPARE L 1500 1/20 33 B 34 1/20 1500 R CORFtIDOROUTLETS 388 Market Street, Suite 380 33 B 34 — 1080 M DRYER#3 SPARE L 1500 1/20 35 C 36 SPARE L 1500 1/20 35 C 36 San Francisco, CA 94111 � C � 37 A 38 37 A 38 Tel: 415.392.4433 37 A 38 39 B 40 3g B q0 Fax: 415.392.4454 39 B 40 41 C 42 41 C 42 41 C 42 �OUICIeC O IC� PANEL MECH-MECHANICAL ROOM SURFACE 1434 Spruce Street, Suite 110 PANEL RP-2A SURFACE PAI�EL RP�4 SIJRFACE VOLTAGE 120/208 3PH,4WIRE AMPS 100 AMPS Boulder, CO 80302 VOLTAGE 120/208 3PH, 4WIRE AMPS 200 AMPS VOLTAGE 1202083PH,41MRE ANPS 200ANPS LUGS MLO Tel: 303.449.4433 LUGS MLO W/FTL LUGS NLO AIC 25,000 Fax: 303.449.3366 AIC 25,000 AIC 10,000 DESCRIPTION TYPE LOAD BRKER PHASE BRKER LOAD TYPE DESCRIPTION MECH ROOM LIGHTING L 900 1/20 1 A 2 1/20 1500 M BOILER I DESCRIPTION TYPE LOAD BRKER CK PH CK BRKER LOAD TYPE DESCRIPTION DE9CRIP770N TYPE LQAD BF�Ft PH BRI�Z LQAD IYPE DE9('.WPT10N RECEPTACLES R 540 1/20 3 B 4 1/20 1500 M BOILER? UNIT 201 GENERAL LT AND POWER L 1500 1/20 1 A 2 1/20 1500 L UNIT 215 GENERAL LT AND POWER IJ�BT401 GB�Fi�I.LTA�D L 1500 1/20 1 A 2 1/20 1500 L UMT416GB�EFiAI_LTAf�DPO'V1�t infoQResortDesign.com CP-1, CO2-1 R 540 1/20 5 C 6 1/20 423 M EF-4,1 UNIT 201 MICROWAVE L 1500 1/20 3 B 4 1/20 1500 L UNIT 215 MICROWAVE UMT401 MCRO�WP�VE L 1500 1/20 3 B 4 1/20 1500 L UMT416MCFZaWAVE www.ResortDesign.com P-1 M 3000 3/40 7 A 8 3/40 3000 M P-1 UNIT 201 BATHROOM L 1500 1/20 5 C 6 1/20 1500 L UNIT 215 BATHROOM IAVIT401 BATF�t00M L 1500 1/20 5 C 6 1/20 1500 L UMT4166A1}fZOOM P-1 M 3000 — 9 B 10 — 3000 M P-1 UNIT 202 GENERAL LT AND POWER L 1500 1/20 7 A 8 1/20 1500 L UNIT 216 GENERAL LT AND POWER lA�T402(�ALLTAPD L 1500 1/20 7 A 8 120 1500 L U�AT417G�F�LLTA�DPO�V1�t P-1 M 3000 — 11 C 12 — 3000 M P-1 UNIT 202 MICROWAVE L 1200 1/20 9 B 10 1/20 1500 L UNIT 216 MICROWAVE UMT402MCFZO�WAVE L 1200 1/20 9 B 10 1/20 1500 L SPARE P-2 M 500 3/15 13 A 14 3/20 1321 M EF-2 UNIT 202 BATHROOM L 1500 1/20 11 C 12 1/20 1500 L UNIT 216 BATHROOM UMT402BATI�tOOM L 1500 1/20 11 C 12 1/20 1500 L UIVT417BATFFZOOM P-2 M 500 — 15 B 16 — 1321 M EF-2 UNIT 203 GENERAL LT AND POWER L 1500 1/20 13 A 14 1/20 1500 L UNIT 217 GENERAL LT AND POWER �T403G�RALLTA�D L 1500 1120 13 A 14 1/20 1500 L U�9T418G�ERALLTA�DPONI+H2 � � P-2 M 500 — 17 C 18 — 1321 M EF-2 UNIT 203 MICROWAVE L 1500 1/20 15 B 16 1/20 1500 L UNIT 217 MICROWAVE 1�403MCRaV1fAVE L 1500 1/20 15 B 16 1/20 1500 L U�AT418MCF�dWAVE � 19 A 20 UNIT 203 BATHROOM L 1500 1/20 17 C 18 1/20 1500 L UNIT 217 BATHROOM UMT403BATfFZOOM L 1500 1/20 17 C 18 1/20 1500 L lJMT418BA11-ROOM 2� B 22 UNIT 204 GENERAL LT AND POWER L 1500 1/20 19 A 20 1/20 1500 L UNIT 218 GENERAL LT AND POWER �T��-LTA�D L 1500 1/20 19 A 20 1/20 1500 L UMT'419GB�ERALLTAf�DPO�WH2 � 23 C 24 UNIT 204 MICROWAVE L 1500 1/20 21 B 22 1/20 1500 L SPARE UMT404M(�WAVE L 1500 1/20 21 B 22 1/20 1500 L U�AT419MCRO�IUAVE � UNIT 204 BATHROOM L 1500 1/20 23 C 24 1/20 1500 L UNIT 218 BATHROOM �'��TF�F�OOM L 1500 1/20 23 C 24 1/20 1500 L U�dT419BATFfZ00M � UNIT 205 GENERAL LT AND POWER L 1200 1/20 25 A 26 1/20 1500 L UNIT 219 GENERAL LT AND POWER �T��LTMD L 1200 1/20 25 A 26 1/20 1500 L UMT420GB�ERALLTA�DPO�W82 ���v=RV�T ,tl:�., ^m4�PANE1 LP1 FIRST FLOOR ��,��, E � ;SURFACE �ssv P�µ.T�., ^4��F'��m hT„'T,tlS4 UNIT 205 MICROWAVE L 1500 1/20 27 B 28 1/20 1500 L UNIT 219 MICROWAVE 11MT405MCFtOVNAVE L 1500 1/20 27 B 28 1/20 1500 L UMT420MCR04INAVE � � �. t ����.,a.�.._e..er..�.,�m���_.m._.�.__.��,.�tiv,��,.�.s..��_.�.��a _ ;m..,��..�.F�.....,.._____��,_�.,��_��..��,� �,_._ u � ,._ VOLTAGE�120/2083PH,4WIRE � � � ; 3AMPS �200AMPS ' 11MIT4056ATF�tOOM L 1500 1/20 29 C 30 1/20 1500 L UMT420BATF�FtOOM � ��.__.�_..__.___�__.___�._�m,__ �____�_�._._,__�..�...,,.�__.�;,.v�____.,�_ _�.�__a__�____:..___._�.___�..,__��___..�_._._..,�_____.__�_H���__...�...,___�__...________�.__�...,.�.___� UNIT205BATHROOM L 1500 1/20 29 C 30 1/20 1500 L UNIT219BATHROOM � � LUGS p MLO � ; _ � : T � ` - �..�..__�_._.a.� � �_.__._ �.�.� ��r���.-__.��m.�__._._�.�.;_,_____.�,�_�e_,�_n._�.� �...�_,�,....�r 4_��._�__��.___e_.�.�_..__.�____:�_�_�.a�.�___� �__.�.___________T.___.� � � TKAIC� 25,000= _ � E � SPARE L 1500 1/20 31 A 32 1/20 1500 L SPARE �� L 1500 1/20 31 A 32 1/20 1500 L SPARE ____��.�.�r_�.___�..____ � �__�_w �. __�____ _.�_�..__._.��_.,_�__�._��__ . ;. .�, ____Mm_�__.m.__.___.� F��_.�_�.�____�____'.__�aa�._____._.__ .�__._..____ __._�___.�..._�..._ _ SPARE L 1500 1/20 33 B 34 1/20 1500 R SPARE SPARE L 1500 1/20 33 B 34 1/20 1500 R SPARE � � ' v ��` � ' SPARE L 1500 1/20 35 C 36 SPARE L 1500 1/20 35 C 36 � � DESCRIPTION TYPE 3 LOAD BRKER PHASE BRKER LOAD TYPE DESCRIPTION 37 q 38 � LOBBY LIGHTING L 1500 1/20 1 A 2 1/20 1500 L LOBBY LIGHTING 39 B 40 � B `a � � � LOBBY LIGHTING L 1500 1/20 3 B 4 1/20 1500 L LOBBY LIGHTING 41 C 42 41 C 42 � � � � LOBBY LIGHTING L 1500 1/20 5 C 6 1/20 1500 L LOBBY LIGHTING � � � LOBBY LIGHTING L 1500 1/20 7 A 8 1/20 1500 L IXTERIOR LICHTING � � BIIIERGENCY LIGHTING L 1200 1/20 9 B 10 1/20 1500 L IXERCISERMLIGHTING PANEL RP-3 SURFACE � � � BUISSNESS RMLIGHTING L 1500 1/20 11 C 12 1/20 1500 L CONFERENCERNLIGHTING VOLTAGE 120/208 3PH, 4WIRE AMPS 250 AMPS ������� �0��� � � � MEEfINGRMLIGHTING L 1500 1/20 13 A 14 1/20 1500 L CORRIDOR LIGHTING �I t' I� t��� O� �0��� ��� �� �O��O��" � SKI LOCKER RM L 1500 1/20 15 B 16 1/20 1500 L DCTERIOR LIGHTING LUGS MLO W/FTL I t'f I - 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