Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
05050050.66
Line size Line Threaded plug UNPAVED AREAS Cleanout adaptor - Concrete collar -Pour concrete encasement around pipe Cap Cleanout 0 000 O o 0 00 0 0 o O o 0 0 0 00c, 0 0 0 0 0 000 000 0 O o 000 000000 0 0 00. O 00 0 0 : cb cb 0 0 0. 0000 000 Oo Qo "��� ��� O O O 00 000 0 000 00 O 0 Oo000 000 0 0 O 0 0 00 . Ooo;° 00 Pour concrete encasement around pipe Cap PAVED AREAS '_ _1.0___ Exterior Cleanout Details P701 Not to Scale 1 J'V L -1 H EWC -1Ht L__J L -1H L -1 H EWC-lHTJ LL =1 L-1 H g 4'VTR -4"V WC -1H WC -1H /__2"V T its MS -1 _ 9 & Vent Schematic P701 Not to Scale Fire dept. connect' :lerator pipe valve -m check Fe (typ) gate with tisory Impressor on wall or as ad \-Sleeve: extend Double check backflow 1 is into Bldg. preventer valve Details shown here are typical only. Exact final details and layout shall be as required to suit the facility layout and the requirements of the various regulatory agencies. _ _8____ Fire Protection Riser P701 Not to Scale Roof drain 12" min. 24" max. w /strainer Overflow drain 4" min. w /strainer Sump Pipe hanger Deck clamp Slope in direction of flow Clean -out plug NOTES: Roof and overflow drain to be of identical size as noted on drawings. Roof drain and leader sizing to be in accordance with ind. Plumbing code. 7 Roof Drain Detail P701 Not to Scale ASME T &P relief valve Thermal expansion tank similar and equal to Amtrol #ST -12 e'L-__ -_ CW main J "HW J "CW i Thermometer--, ( i E ' (MV -A) IL I Extend drain to nearest code approved discharge point. Wall bracket, if not provided by mfgr., shall be constructed of angle iron sutable for support of unit. 6 Water Heater Detail P701 Not to Scale 14" meter furnished and set by local water company ��j M � � j�!�I�il�l► �I Inlet 30" face to face of valves The valves, fittings and piping are installed by the plumbing contractor PLAN Reduced pressure zone backflow preventer r r 1 i" 1 its 2" Pipe discharge to Air gap drain funnel floor drain Gate valve: Crane #440 or equal (typ)-\ F-64" bald head nipple, Extend sleeve 2" 1i» 1" 1" into bldg. -F -2" Inlet Floor drain see plans Not less than Cap to be set in than nor more concrete to provide than 24" suitable anchorage ELEVATION NOTES: 1. Loc -pacs (2) are furnished to plumbing contractor by the utility company. 2. Joints may be streamline or screwed. 3. This contractor to provide for testing and certification of backflow preventer per state requirements. 4. Contractor shall verify with water co. before installation of meter for clearances required for maintenance by water co. n___5___ Water Meter & Backflow Preventer Detail P701 Not to Scale 1i" discharge (typ) Gas tight cover 2" discharge Vent Gate valve (typ) Double check valve (typ) 1i" Vent-,'-. Control panel with alarm bell, flashing red ��li� Gas tight cover and light, and aux. relay access openings Floor o _I 2 "W inlet 2"W inlet 0 Basin F4"W inlet Mercury type Alarm float switches 35" min. setting o Lag pump on Dual sump pumps--, 29" min. setting Lead pump on 23" min. setting Off 11" min. setting 9 1 r 4 Set basin in min. 2.5 cu.ft. of concrete run 3'0 concrete up sides a min. of 4" 4___ Sump Pump SP -D) Detail P701 Not to Scale 2" discharge (typ) Gas tight cover 3" discharge Vent Gate valve (typ) Double check valve (typ) 1i" Vent Control panel with alarm bell, flashing red "NI/ Gas tight cover and light, and aux. relay n. access openings Floor Basin 1`0 Underslab 11" discharge (typ) cover Foundation Vent I Underslab Gate valve (typ) Double check valve (typ) Foundation piping inlet 1�" Vent Alarm Control panel with piping inlet alarm bell, flashing red ��I�� Mercury type Gas tight cover and Alarm float switches access openings 57" min. setting Mercury type Floor o .I 2 "W inlet on 42" min. setting float switches 2"W inlet 0 42" mip n.setting 0 Dual sump pumps-. 36" min. setting Lead pump on I Dual sump pumps 36" min. setting Off 12" min. setting Basin Set basin in min. 2.5 Off cu.ft. of concrete run 4'0 12" min. setting Mercury type •. P Set basin in min. 2.5 float switches cu.ft. of concrete run 4'0 concrete up sides a o min. of 4" __3___ Sump Pump SP -C) Detail P701 Not to Scale Gas tight Underslab 11" discharge (typ) cover Foundation Vent piping inlet 2" discharge Gate valve (typ) Double check valve (typ) 1�" Vent Alarm Control panel with alarm bell, flashing red ��I�� Mercury type Gas tight cover and light, and aux. relay float switches access openings Lag pump on Floor o .I 2 "W inlet 42" min. setting 2- 2"W inlet 0 Lead pump on j Dual sump pumps-. 36" min. setting Off 12" min. setting Basin Set basin in min. 2.5 cu.ft. of concrete run 4'0 4"W inlet Mercury type min. of 4" Alarm float switches 35" min. setting o Lag pump on - Dual sump pumps 29" min. setting Lead pump on 23" min. setting Off ' 11" min. setting q 5 Set basin in min. 2.5 3'O cu.ft. of concrete run concrete up sides a min. of 4" 2 Sum Pump SP -B) Detail Not to Scale P701 2" discharge (typ) Gas tight cover 3" discharge Vent Gate valve (typ) Double check valve (typ) Control panel with list Vent alarm bell, flashing red ��Ii� Gas tight cover and light, and aux. relay access openings Floor Basin -------- Sum Pump D etail P701 Not to Scale �s_ 21 LJ �� r g` PEDCOR DESIGN GROUP Architecture / Project Managment: 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) © Copyright 2004 `" % J1111111J%% I1111 No. 13968 __ STATE �W OF .'• �i � •., �hDIAN�;.� � �� ONA � 1� L � Consulting Engineer: JOHN OBERLIES CONSULTING ENGINEERS INC. mm MW own Mechanical • Electrical it Civil it Sanita,y Developer: P E D C 0 R DEVELOPMENT CO. W U ON�t m WoOZS� �Z a Ca Q �o� �cz�; U V �m a U D W d Issue Date Drawn By Checked By 02/25/2005 GJK JWO Revisions: Project Number: 0401.00 MEI 24187 Sheet Title: Plumbing Details Sheet Number: 17()1 Underslab Foundation N piping inlet piping inlet Alarm 59" min. setting Mercury type float switches Lag pump on 42" min. setting 2- Lead pump on j Dual sump pumps-. 36" min. setting Off 12" min. setting Set basin in min. 2.5 cu.ft. of concrete run 4'0 concrete up sides a min. of 4" -------- Sum Pump D etail P701 Not to Scale �s_ 21 LJ �� r g` PEDCOR DESIGN GROUP Architecture / Project Managment: 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) © Copyright 2004 `" % J1111111J%% I1111 No. 13968 __ STATE �W OF .'• �i � •., �hDIAN�;.� � �� ONA � 1� L � Consulting Engineer: JOHN OBERLIES CONSULTING ENGINEERS INC. mm MW own Mechanical • Electrical it Civil it Sanita,y Developer: P E D C 0 R DEVELOPMENT CO. W U ON�t m WoOZS� �Z a Ca Q �o� �cz�; U V �m a U D W d Issue Date Drawn By Checked By 02/25/2005 GJK JWO Revisions: Project Number: 0401.00 MEI 24187 Sheet Title: Plumbing Details Sheet Number: 17()1