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HomeMy WebLinkAboutFile Documents.234 W Francis St.0118-2020-BRES (79) I 7 I 6 I 5 I 4 I 3 I 2 I , I .... T 1.2 T T 40 T Lora„6c„rEN. DESIGN PO BOX 7228 ASPEN,CO 81812 02.0625 CONTACT'.DEREK SKALKO E WASTE&VENT PROJECT NOTES uxoE�PEAA""�LT /� E 300 S.SPRING s SUITE 202 A — — , — — — — —C-r>Vents to be routed in shm,Wreabovet typ.Slope vent-back tofixtuie connections— - /4 sPE e 1 //// lXJ TEL. SHERI 8173 CONTACT.S SA ONE I� / i � 2 Drains to be routed in floor structure below at 1/."per foot(2/)slope unless noted otherwise,typ. 1 Q Structural penetrations have been coordinated with drain routing;Coordinate with Design euNDON ADAMs Nab Q', Engineer prior to changing W&V configuration. aco s.SPRING sr.SUITE 202 I: :,•.- See Electrical Plans ASPEN,co81611 _ 2 for panel labeling,typ. O3 Fixture W&V connection sizes per Plumbing Fixture Schedule on Sheet P002.Coordinate exact TEL:270.225.2855 CONTACT SARA ADAMS L ' drain collar connection locations in field,typ. ..m.m I., r - 1 rival/AV Q 1 - Q 4 All vent through roof)VTR)locations to be 3"minimum diameter,and terminate at least 18 HIGH COUNTRY ENGINEERING , L. - 0-22 _r O inches above the roof,or 6 inches above anticipated snow accumulation depth,whichever is 1517 BLAKE AVENUE SUITE 101 _ r �� Route internal storm GLENW000 SPRINGS,C081601 1. © typ. I I higher.Locate as close to ridge as possible.Provide snowshed protection,per Arch/GC. GLEN WOOD I. '�' 0 drain to Storm Sewer or Waterproofing details by others,typ. CONTACT:ROGER NEAL 1, FD-1 II Dry Well per Civil,typ. nrSvcwrrsour 5 i1 lrI; 3"a W Window well drainage per Civil,typ. 5 Route all fan coil unit and air handler condensate pump discharges to nearest floor/sink or hub -RESOURCE ENGINEERING GROUP FORCE L _- O drain.Hub drains are not shown in W&V Plans.Contractor to install,route drains,and vent per 4z6 asuEv Ew AVE SUITE zo, p� In ceiling above 0CRESTED scrrv,co e1229 FS-1 L I� code where needed.Coordinate structural penetrations infield,typ. CRL.ESTED TEED B TTE, L::J � Route internal storm 1216 1• LS-1/ !) Q - Provide notch at O O CONTACT.AUGUST RAsz'DoosoN HARPER F. 0 drain to Storm Sewer or 8 Insulate all storm drains from exterior connection to prevent condensation. �Tm�mm FD-1 foundation wall for storm 1 O ;A. I .Q Dry Well per Civil,typ. ` 1• a I ® L II Q I p pipe routing from above.. , O Provide cleanouts at base of all drain stacks,typ. LOBSERVATO RE INTERNATIONAL 1 �o=1 1/2"G V.= 0 Reference Structural 1z0 WALKER STREET,7E i t Q `I _ I NEW YORK NEW YORK 10013 Plans for additional l - A Continuation of_drain rou0n0 isper Civil - - - - - B TEL 212255 a463 B — — I �, ` � Q � ' information �'�— ®® :+. • _ CA�mucTcARLINA GERACI _ N ioiv�ey _/////////�'I�o�//�//�/ ' r .e �. O Pipe to/from above/below,typ. 1 .- �l�ll�l�lJ ' `3 e ST Q 3 e ST i - ONEBUTTON 2 / \ \ 87 WEST ST 0527 NEW YORK11222 a"e W - SH-1 Provide notch at 1 O I u� MI�/ ' foundation wall for storm CONTACT MATT EMMI Y Mechanical 1•, L!J pipe rout ngfrom above023 � _ C-1 Reference Stmctural I D APPurD ENCLOSURECONSULTINGLLC ddtlOna RE F308 _ i� ^��%T / % information. Ln7LE�TONBfALeaORAo08012'J Laundry / 1 I t • CONTACT EVERETi VERSCHAVE 1 �� - ,�ou.rrW.T,M • - Q� Q EREMOS ACOUSTICS 1. B ill Q� 1270 BROADWAY,SUITE 202 .,, II �h INEW YDRK NY,Bni4 d �IIII �21/2 W V I CONTACT.RYAN GRAVE IGLOTZBECKERI 3"B ST TEL 8488502235 Route Internal storm II u. 6 I ANT COLO6ADO drain to Storm Sewer or 1 t _ Dry Well per Civil,typ. � 1 �O 7"L /O = I W M _-2"a V= Qi 1 oLORA wLORADo eo4cG POOL DESIGNS uc O 1 301 W 43RD DR,SUITE 810 ;a. c® 0 Q CONTACT.ANDY tACELLE �3"0CW&V 1 N 1 WM-1 KEY KAN - ■ ■ 3 3II 0 Q •• \\Q 1 I O II i Q Oro ■ ■ G FD-cw&vy 1 - \ \ H .e,„„,,,„,,,Sze,,,�,,,��,,m�,,�,��,,,,,,,, �' ��1M I Q0 ig ► ■ I Wine Cellar) ■ /ri/rir// reorireo•r-rir,rori /r/ori- 1'. i..___ �/ AIM 1 m �/r ////////// /v ervrr mrismrr� 14 0-24 ? Q I ■ ■ ' II3•,e CW&V FD-1 _ 1 I 1 O any c ■ ■ ` Y c 1 I Q 1 Q J �l Ll�i li� ° 38880 O ' IIII o o ` III O ;.` �_ o• I:q ®®/�® ,.®/�/��///,., _ I_ II�� Theater D.5 ee Radoo AAitigation Pico— / ��I• — 0 0.° Q 1 ay - - D.5 O for more information. h ®S-1 ` z I `0 0 O u/9/7-2 E 3"e -�if 5"o,dam— 1/2"o W V Route kitchen waste line from .. Q I 9 D-1 - a& / II 00 above to East Powder Room I 0 9 234 W.Francis St. 1 l/2 e W O�� O wall.Provide cleanout access Q I ;Q — — 234 W.Francs St. ®' I I UP A �'® 7 / below vanity.Coordinate access Q I ,J Q Aspen,CO •-, •..^ ,.1 1/2'a WJ with Architect. I•• II Q e Q - - Bedroom O O82 _ _II III' I � r�.� : :�I I� II1�.' r ererAM I�l / ._. Q Powder" r.:....,im r •,_- •r e. 9 �- - - \ / r" r,c R E G 7,�0� "`1 ��dr� :111 aaoDNPee - / ,'��MI— L J e,.. Z 1/2 o W regmacom•970.349.1216 t _ � � °. r,@ C-1 a "a W > - Consulting Engineers •._Q ®. 2"e V UP - 1 1/2"e V_• %� % �,II -._. S 1 ,�'. .t7A urge ` B Mechanical•Structural•Energy All4 fI - —_2"e V-— �_p r �OELIE a B II' � ` ,vl ,' I I 3 1,I 3 efficiency envy I susta nab llty I simplicity II2 1/2"o W V S 1 eExsirNs 111 , a• I O_ / a , i 0 '� , Date Issued for • © g/_ .v-= sv.�.�1.rr/r/.poi ..� WC.1 • _ V= --ia _ S !: 09-0420 Permit Set x6L 12-0°20 80%CD Check Set `` r -1 _-_e�� _®'rl�1/2i// I 12-1620 80%CD Set ,_ O ///��� g • SH-1 03-10-21 CD Set s"o �, 3"a'0W Sau a to P A02-0a22 For Constructor .� we V \ Q,tl/ >3"e W UP- ASH 1 mQ 0-1 f �I Q Z osos 22 For Construction ®, Q m o 0000000�oi oo Q� II Q� r I 9 G1 I� 3 11-0922 COA Building Permit - e; M_ r.liaathaarkkam / Provide cleanout access low,in d' I -•'1 vri r I AiK II�rig 0 a • back of casework.Coordinate Gym �o, kD-1 3 Q _ 0 .. •• ,e 01- II access with Architect. - 0-10 Q/ mII 1 S 1 Q O '• 41 —O� I I ...II 01 SEE NOTES#1 PLANS ®• � Mechanical Bedroom l ` ',I ¢ . 0 B -- � r a 1 ��l� 117�t1 .Q D-D5 I 1•I e 1 12/ 3/2022 D-1 Mechanic .1 0-07 .I 'Q. m 0-11 I ��(.i� FD-1 / Qliii I , I O m 41 I 1ustinh Basement Waste and Vent 0 ",I ^.'I Plan :..Q Q111111 :c I • FS-1 1 A 0_� /II �E ■M •:1 I LJ P002 Qv-.1 p 1 / - fi,;,f 1 C rii 11 � Ir — --=tin 1 P 101 Water service entry and meter location 1 1 2 © © ® ED Basement Waste and Vent Plan O m RE7IVED 1/4" = " 00 OHO iz /2022 I EN t.a..,, i/a/a r-oBUIL9O LAENf 6 5I 0 I3