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E-- _ � 0 Cn a M 0 KEYED PLUMBING NOTES: a O � U11 OCONTRACTOR TO COORDINATE EXACT LOCATION OF STORM WATER EJECTOR SUMP PIT WITH ARCHITECT AND STRUCTURAL. CONTRACTOR SHALL ALSO VERIFY ■, VZZ LOCATION OF EXISTING AND PROPOSED UTILITIES IN THIS AREA PRIOR TO EXCAVATION. w GENERAL NOTES: O2 CONTRACTOR TO COORDINATE EXACT LOCATION OF SANITARY SEWER EJECTOR SUMP PIT WITH ARCHITECT AND STRCUTURAL. CONTRACTOR SHALL ALSO VERIFY 'he ca� _ C LOCATION OF EXISTING AND PROPOSED UTILITIES IN THIS AREA PRIOR TO EXCAVATION. .. a 1. REFER TO PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL INFORMATION. (f) W N O PROVIDE NEW WATER TIGHT SEALS AT ALL PROPOSED BEAM OR WALL PENETRATIONS. 2• REFER TO RISER AND EQUIPMENT CONNECTION SCHEDULE FOR ADDITIONAL SIZES AND ROUTING NOT INDICATED ON PLANS. L. LU U > CL O4 NOT USED. -' - 3. COORDINATE STRUCTURAL BEAM PENETRATIONS WITH STRUCTURAL. SLEEVE AT ALL PIPING PENETRATIONS. SUBMIT TO STRUCTURAL O V "a o 0 FOR APPROVAL. REFER TO STRUCTURAL DETAILS FOR HORIZONTAL AND VERTICAL PENETRATIONS OF GRADE BEAMS AND SLAB. O ,5 EM a ■_ OTIE-IN PUMPED DISCHARGE LINE TO TOP OF GRAVITY FLOW DRAIN LINE. UTILIZE A WYE FITTING TO DIRECT PUMPED FLOW IN THE DIRECTION OF THE t ,� o 4. ALL SUB SOIL DRAINAGE PIPING SHALL BE PERFORATED SCHEDULE 40 PVC SLOPED AT 1/8" PER FOOT MINIMUM UNLESS GRAVITY FLOW. t Ln c b N OTHERWISE NOTED. ; ,� T�r� v•_s � Ln S H v � m O NOT USED. IAI.JI,t �.`a A a E- `^ . �; u, (� r^ V' 0 x 11 mechanical - electrical - plumbing a- 4 ■— 1— Ln l0 Q d L_ CM OF TIGAPJ3 0 PXVEEWED FOR CODE COMPLIANCE REVISION • • SHEET: Approvo& � . . ssoc�a es OTC: . t i I "- permit M ��=_-`0 CC> ? w_,"=--No Consulting Engineers Address: / � //s s� /., alt A�r2G- 9 I� R. 8 . � l� 8217 Shoal Creek Blvd suite#. 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Y' y°ru✓usXj, z::'Wa .f•...F.:✓ :4 n l s f f P f ------ Jensen / Fey }p 1 W # 8, Architecture oA cERnand Planning WITHIN } AYNE REDMOND,WA 98052 TEL:425.216.0318 FAX:425.216.0329 0 ° , f Reception -- -------� _....e.,.,.....».,.. - -._...m ,� d i.L -7 ...«.:_«.......»..........._.......:, .,.�.,... . ,.....o-. ...... ,. —.., ' -.., "• ,..,........ .,„._.,_ ....._. ............«._......_ ..._...... .......... -��W�.v,:a.:^- •c�sra-r,::.r�^�.;,:w�,a..�^:r°•^,..�a :.ar�.��w.--`.^xsaxrw� .:xw:-�:^—s'-.•c^,,;..., �;--zs..._�__w—r---.u.�'v »...„rte»..:—•..,,. rc:.,_..',....„rss.^4s.�� ,,.. .._.._.»_.._._,_.........,.:...« .A 3/4"HWR UP f� �� ...,__:.M..:...._..__ ,,,..«..._..--.,_..._.._°__.-.._._..._.,..__�_.._« «««_« «_._....-__.._._.... -.,.�.,___ ��a �r� � m�. „�,�x.�• -,..`� I � DSN-1 l 3/4-HW UP 6 OD UP , i I .., _. . _ .._«..._ _...... w� . ,r __. __........ ._ _ .«......__« _,.. -.. «.... .__._.._....._._ _ «.. ___._« «. __. ...__..._ _. .... _. _. _ .._.,._«..._.«..w _ _... . «. ...,_. _ __.._ _._..., « .__._..._ _.._ _«_._..._«., _ _ ._ � ..._......_...........«_....«......I_.....__.__.__....«,. _........... _. . 4"W UP � � f.. � ,.2..CW.,UP_....._.._- .. _�«. �.. .. ..�.�.._. ..,-. ... .,..,....�___.._._._._.«...._..........:.._..____..........__...........«.._._.___ . «_ ._. _ ..�_ _..._....._«.....__--__................_.._.....«,....,...__,.........._....._..._.«...............tl._...__...._................__..._ {.. ... __. _._.. .. �. 6-RD UP/DN I 3 I 3 v UP -H-O Sales HallIjAw �w DN RELIEF PORT FOR STORM WATER EJECTOR s +, DISCHARGE PIPING. PROVIDE 180' GOOSENECK WITH / l i 1/2-TP UP l Z m YCO INSECT SCREEN AS REQUIRED. DISCHARGE SHALL 13 DSN-1 P 106 3"W UP 2"W UP 3"iN UP (y fV i BE A MINIMUM OF 12" ABOVE GRADE. 13 I 2'V UP _ _ _ _ « _ _ Q_E�1_.__ 1 _2"V_UP TU 2V UP MEN }d 4 # { P 2"N UP a 2"W UP 2"V UP ,/-3"W UP ! I 4» a+or TO MS-1 4” E .. C0 9 47W_-UP P .,n,e:.:. � � ......w........... _,,...»._,....,,.,,...._...M..,... P P g .� .Py;.,.,. - -P....«.... Wr Pf �Y� P ___._.”"—�• «&R.."d—�-----••_-----"� �,,,s^' �:.M� .„.�.,�,„.a..a.+,.»..:«. .c t �•�=::�'.....«.._...a......_._.. _.4T0. R , 2'�IV"..tJP.... .....k._..... i_� � I DYCO (00 I I C) (E 3 Ce Q) { 3f ' 1 i f + F 1 • •> V d f A ! CM C= c== ' ^ i I 4 ( i _._.,_.. .T.,.....:..-,�......._........._ N....._..__....._ _.._�._.._._..._ ° ca ren i 01 PLUMBING PLAN - LEVEL 1LU (/') LZ jj V CL Scale: 1/4”=1'-0" O V j ..>_ Y.000 GENERAL NOTES: DRAWING NOTES: 5 � m o E �00 rn o .� 1. REFER TO COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL INFORMATION. Ln v ^ �o O INSTALL ONE REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER ON WALL IN AN ACCESSIBLE LOCATION IN ACCORDANCE WITH LOCAL AUTHORITY > 0 0 � 2. COORDINATE PAINTING REQUIREMENTS OF ALL PIPING AND SUPPORTS IN EXPOSED AREAS WITH ARCHITECT. REQUIREMENTS. ROUTE RELIEF TO ADJACENT HUB DRAIN. Lf) v �_ r;; E Lf) j w - Ln N 3. SUPPLY AND INSTALL RECESSED KNOX BOX. COORDINATE LOCATION AND REQUIREMENTS WITH LOCAL AUTHORITY HAVING JURISDICTION. �/ CONTRACTOR TO MAKE FINAL NON-POTABLE (NPW) CONNECTIONS FROM MZ TO MAKE-UP WATER CONNECTIONS. CONNECT TO EQUIPMENT PER u, MANUFACTURERS RECOMMENDATIONS. m 1" a X mechanical - electrical - plumbing DRAWING NOTES: t'w <C M. O ■� � N �OQdLL g O .1 NO PLUMBING PIPING SHALL BE ROUTED THROUGH THIS AREA. FIRE SPRINKLER PIPING TO BUILDING. 10 TEST/DRAIN ISOLATION VALVE IN OVERHEAD PIPING IN ACCESSIBLE LOCATION. • SHEET: OEXTERIOR HUB DRAIN, WITH 4" TRAP, SHALL BE INSTALLED 6" ABOVE GRADE IN A CONCRETE PILLAR. METAL FLASHING SHALL BE MOUNTED OVER INDIRECT DRAINAGE PIPING TO KEEP RAIN OUT OF SANITARY SEWER SYSTEM. 11 FIRE SPRINKLER ZONE DRAIN DISCHARGE TO FLOOR SINK. O TERMINATE VENT A MINIMUM OF 10'-0" ABOVE FINISHED GRADE. PROVIDE CAST IRON VENT AND SUPPORT PROPERLY, AS REQUIRED. 12 PUMPED DISCHARGE WASTE PIPING SHALL BE INSULATED AND RECEIVE DIRECT BURIAL RATED HEAT TRACE CABLE TO 4'-0" BELOW FINISHED GRADE. HUB ssoct� es DRAIN TRAP SHALL BE INSULATED AND RECEIVE DIRECT BURIAL RATED HEAT TRACE CABLE. O ALL EXTERIOR DOMESTIC WATER PIPING ROUTED ABOVE FINISHED GRADE TO RECEIVE HEAT TRACE CABLE (FREEZE PROTECTION CABLE) AND ALUMINUM Consulting Engineers A 44 JACKETING/BANDING. COORDINATE WITH ELECTRICAL. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 13 ELEVATOR SUMP PUMP DISCHARGE LINE SHALL BE ROUTED TO DOWNSPOUT NOZZLE AS INDICATED. PROVIDE AND INSTALL LABEL ON WALL ABOVE DSN-1 STATING "ELEVATOR SUMP DISCHARGE". 8217 Shoal Creek Blvd OROUTE SPRINKLER TEST DISCHARGE THOUGH EXTERIOR WALL. Suite 100 O G PROVIDE 4" THICK 40"L x 24"W CONCRETE PAD. Austin, Texas 78757 P 2 CONNECT 1/2" COLD WATER LINE TO COLD WATER MAIN TO SERVE TRAP PRIMER. TRAP PRIMER TO SERVE FLOOR SINK AT FIRE PROTECTION ENTRY. Q 15 REFER TO IRRIGATION PLAN BY CIVIL ENGINEER FOR ADDITIONAL DETAIL ON THE IRRIGATION COMPONENTS (BACKFLOW PREVENTER, METER AND CONTROLLER) 512-407-9011 THAT ARE TO BE INSTALLED WITHIN THE RISER ROOM. 512-407-8287 (fax)