My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
301 N Broadway - Apt TI - Plan
PBA
>
Building
>
ProjectDox
>
B
>
Broadway
>
301 N Broadway
>
301 N Broadway - Apt TI - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/13/2026 5:02:47 AM
Creation date
2/13/2026 5:00:39 AM
Metadata
Fields
Template:
Plan
Permit Number
101120329
Full Address
301 N Broadway
Street Number
301
Street Direction
N
Street Name
Broadway
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
167
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
SCALE: NONE <br />SCALE: NONE <br />SCALE: NONE <br />SCALE: NONE <br />SCALE: NONE <br />1 <br />2 <br />3 <br />4 WALL SLEEVE THRU CONCRETE WALLS DETAIL <br />5 MASTER THERMOSTATIC MIXING VALVE (TMV-1) DETAIL <br />DUPLEX SUBMERSIBLE SUMP PUMPS <br />SUMP PUMPS PERFORMANCE CURVE <br />NOT IN USE <br />EXTERIOR UNDERGROUND WALL <br />WATERTIGHT SEAL <br />ADJUSTING BOLTS <br />WATERSTOP <br />STEEL PIPE SLEEVE <br />SIMILAR TO 'LINKSEAL' <br />CONTINUOUS WELD <br />PIPE <br />DETAIL NOTES <br />1. ENSURE ITEM IS SUITABLE FOR OUTDOOR INSTALLATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. <br />2. PROVIDE APPROVED SEISMIC BRACING. <br />SEE ELECT. DWGS. <br />2" CONDUITS <br />BSMT LEVEL <br />MANUFACTURER <br />REQUIRED BY <br />PUMP NO.1 & NO.2 <br />TWO FLOATS <br />CUT OFF <br />POWER LEAD <br />CONTROLLER <br />FLOAT SWITCHES <br />WALL BRACKET FOR <br />4.0' <br />TIGHT CONDUIT SEAL <br />SEE NOTE 5 <br />STAINLESS STEEL <br />SEE DETAIL NOTE 4 BELOW <br />1. WATER FLOW INTAKE FROM PLUMBING FIXTURES = 2100 GPM <br />3. PUMP DISCH. ELEV. DIFF. = 30 FT HEAD <br />2. PUMP FLOW RATE TO BE USED = 50 GPM <br />4. TOTAL DEVELOPED LENGTH = 160 FT <br />6. 2" ESTIMATED GATE & SWING CHECK VALVES LOSS = 28.88 FT <br />5. 2" EQUIVALENT ELBOWS & FITTINGS LOSS = (10)2.76' + (1)5.17' = 32.77 FT <br /> = (160' + 32.77' + 28.88') x 7.14 PSI/100FT <br />8. TOTAL PUMP HEAD = <3> + <7> <br /> = 15.83 FRICTION <br />10. PUMP HEAD TO BE USED = <br /> = 30' + 15.83' = 45.83 FT HEAD <br />DETAIL NOTES <br />1. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL PANEL AND ALL WIRING FROM THE PANEL TO THE PUMPS AND ASSOCIATED <br />3. ALL STRUCTURAL PIPE AND CONDUIT PENETRATIONS THROUGH EXTERIOR STRUCTURAL WALLS AND FLOORS SHALL BE WATER <br />TIGHT. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING REQUIREMENTS. <br />ATTACHMENT. THE STRUCT. RING SHALL BE AT THE CENTER OF THE SUMP ACCESS DOOR. PUMP OPERATING WEIGHT SHALL BE <br />PER MANUFACTURER'S INFORMATION. <br />5. PROVIDE HOOKS TO SECURE LIFTING CABLES. <br />6. INSTALL MECHANICAL FLOAT SWITCHES PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. <br />CONTROL AND <br />INTRINSICALLY SAFE <br />12" MIN. OR AS <br />DISCHARGE PIPE <br />FROM MOTOR <br />4'x4' INSIDE CLEAR x 8' DEEP <br />PROVIDE APPROVED GAS <br />ALARM PANEL <br />SEE NOTE 5 <br />GUIDE BAR 2" PIPE <br />SUMP PUMPS (SP-1 & 2) CALCULATION: <br />7. TOTAL HEAD LOSS= <4> + <5> + <6> <br />46 FT HEAD <br />: <br />CONTROLS. REFER TO MANUFACTURER'S WIRING REQUIREMENTS FOR DETAILED INFORMATION. <br />2. PROVIDE SEPARATE 2" CONDUITS FOR CONTROL AND POWER. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATIONS. <br />4. COORDINATE THE EXACT LOCATION OF THE STRUCTURAL RING WITH STRUCTURAL ENGINEER FOR PUMP'S WINCHING SYSTEM <br />SP <br />2 <br />SP <br />1 <br />4"VENT, SEE FLOOR <br />PLANS FOR CONT. <br />CAST-IN CONCRETE, SEE STRUCTURAL <br />DRAWINGS, PROVIDE APPROVED <br />WATER PROOFING ON BOTH SIDES <br />130.0' <br />10" STORM GRAVITY MAIN <br />AT BASEMENT LEVEL <br />30.0' <br />GATE VALVES & CHECK <br />VALVES ONE SET FOR EACH <br />PUMP DISCHARGE <br />2" PUMP DISCHARGE <br />7. IN ADDITION TO NORMAL OPERATION, PUMP SHALL AUTOMATICALLY TURN ON AFTER 24 HOURS WHEN THE FLOAT DETECTED <br />IN RAINWATER LEVEL. <br />SD INLET (x3) <br />REFER TO FLOOR <br />PLANS FOR MORE INFO <br />3" <br />4 <br />R1-P9.6 <br />(TYPICAL) <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2015 <br />Tel 213.327.3600 <br />Fax 213.327.3601 <br />500 South Figueroa Street <br />Los Angeles, California 90071 <br />United States <br />NOT FOR <br />CONSTRUCTION <br />6/12/2024 7:40:15 PM <br />BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt <br />R1-P9.6 <br />PLUMBING DETAILS <br />21US00608 <br />3rd & Broadway West <br />CARIBOU <br />INDUSTRIES <br />1103 North Broadway <br />Santa Ana, CA 92701 <br />1 9/21/2021 REISSUE FOR PLAN CHECK <br />2 01/18/2022 REISSUE FOR PLAN CHECK <br />4 06/17/2024 REVISION TO PERMIT <br />4 <br />EOR: SEAN AGUON <br />LIC#: M41274 <br />10/11/2024
The URL can be used to link to this page
Your browser does not support the video tag.