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301 N Broadway - Apt TI - Plan
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Last modified
2/13/2026 5:02:47 AM
Creation date
2/13/2026 5:00:39 AM
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Plan
Permit Number
101120329
Full Address
301 N Broadway
Street Number
301
Street Direction
N
Street Name
Broadway
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LAVATORY 205 1 205 0.75 153.75 0.75 153.75 205 <br />SERVICE SINK 4 3 12 2.25 9 2.25 9 12 <br />FLOOR DRAIN 15 0 0 0 0 0 0 0 <br />FLOOR SINK RECEPTOR 2 3 6 0 0 0 0 0 <br />URINAL, 1.0 GPF 2 2 4 4 8 0 0 8 <br />WATER CLOSET, TANK, PRIVATE 196 3 588 2.5 490 0 0 490 <br />WATER CLOSET, FV, PUBLIC 9 4 36 5 45 0 0 45 <br />POOL EQUIPMENT ROOM 1 210 210 10 10 0 0 10 <br />BATH TUB/SHOWER 196 2 392 3 588 3 588 784 <br />CLOTHES WASHER 171 3 513 3 513 3 513 684 <br />DRINKING FOUNTAIN 3 0.5 1.5 0.5 1.5 0 0 1.5 <br />HOSE BIBB (PER BRANCH)2 0 0 2.5 5 0 0 5 <br />DISHWASHER (DOMESTIC)171 0 0 0 0 1.5 256.5 256.5 <br />KITCHEN SINK (DOMESTIC)173 2 346 1.125 194.625 1.125 194.625 259.5 <br />FUTURE FOOD AND BEVERAGE 1 150 150 50 50 0 0 50 <br />FUTURE RETAIL SPACE 4 8 32 10 40 0 0 40 <br />STUBOUT FOR FUTURE USE 1 0 0 20 20 0 0 20 <br />TOTAL FU 2497.5 2129.4 1716.4 2872.5 <br />EQUIVALENT COLD WATER FLOW RATE (GPM):425 <br />PRESSURE AVAILABLE AT MAIN (PSI):60 <br />MAXIMUM WATER FLOW VELOCITY (FPS):7.31 <br />MINIMUM REQUIRED 'WATER' PIPE SIZE (INCHES):5 <br />MINIMUM REQUIRED 'WASTE' AT 2% SLOPE PIPE SIZE (INCHES):10 <br />MINIMUM REQUIRED 'WASTE' AT 1% SLOPE PIPE SIZE (INCHES):10 <br />(CALCULATIONS PER THE PLUMBING CODE) <br />EQUIVALENT PIPE LENGTH TO MOST REMOTE FIXTURE (FT):375 <br />ESTIMATED FRICTION LOSS (PSI):11 <br />BOOSTER PUMP DISCHARGE PRESSURE-IF REQUIRED (PSI)117 <br />BOOST REQUIRED (PSI):75 <br />MAXIMUM ALLOWABLE PIPE FRICTION LOSS (PSI):11 <br />MAXIMUM ALLOWABLE PIPE FRICTION LOSS (PSI/100FT):3.00 <br />METER LOSS (PSI):3 <br />BACKFLOW PREVENTER LOSS (PSI):15 <br />TOTAL SUPPLY PRESSURE AVAILABLE:42 <br />MINIMUM REQUIRED FIXTURE PRESSURE (PSI):30 <br />ELEVATION RISE (FT):175 <br />ADDITIONAL PRESSURE DROP (PSI):10 <br />WATER AND WASTE SERVICE CALCULATIONS <br />JOB NAME: THIRD AND BROADWAY DATE: 05/22/24 <br />JOB NUMBER:150-21US00608 USER: NIB <br />FIXTURE TYPE NO. WASTE COLD WATER HOT WATER TOTAL <br />WATER <br />FU TOTAL FU TOTAL FU TOTAL FU <br />SHOWER 1 2 2 1.5 1.5 1.5 1.5 2 <br />HOT WATER MAX. VELOCITY:5 <br />MAX. PRESSURE DROP (PSI/100)FT:3.00 <br />HAZEN WILLIAMS C FACTOR:130 <br />COLD WATER MAX. VELOCITY:8 <br />NOMINAL <br />DIAMETER <br />INTERNAL <br />DIAMETER GPM FPS FLUSH TANK FLUSH VALVE GPM FPS HOT WATER <br />3/8 0.44 1.0 2.1 0 0 1.0 2.1 0 <br />1/2 0.545 1.8 2.4 0 0 1.8 2.4 0 <br />3/4 0.785 4.6 3.0 4 0 4.6 3.0 4 <br />1 1.025 9.2 3.6 12 0 9.2 3.6 12 <br />1 1/4 1.265 16.0 4.1 23 0 16.0 4.1 23 <br />1 1/2 1.505 25.3 4.6 42 8 25.3 4.6 42 <br />2 1.985 52.4 5.4 135 52 48.2 5.0 119 <br />2 1/2 2.465 92.7 6.2 337 205 74.4 5.0 245 <br />3 2.945 148.0 7.0 627 544 106.2 5.0 411 <br />4 3.905 298.6 8.0 1738 1738 186.6 5.0 847 <br />5 4.875 465.4 8.0 0 3291 290.9 5.0 1668 <br />6 5.845 669.1 8.0 5101 5101 418.2 5.0 2843 <br />8 7.725 1168.7 8.0 8300 8300 730.4 5.0 5650 <br />10 9.625 1814.3 8.0 8300 8300 1133.9 5.0 8300 <br />WATER PIPE SIZING CHART - COPPER <br />PIPE SIZES CALCULATED BASED ON UPC/CPC APPENDIX A <br />SIZE: TYPE L COPPER CW MAX FLOW CW FIXTURE UNIT VALUES HW MAX FLOW HWFU <br />205 196 171 2 171 3 2 4 2 1 1 1 4 196 9 1 2129.4 1716.4 2872.5 <br />CWFU 120.5 925.6 1083.3 <br />HWFU 3.0 772.1 941.3 <br />TOTAL CWFU 121.5 1260.0 1491.0 <br />11 LEVEL 11 115 6 67 63.6 23 23 21 21 23 230.4 204.4 319.5 <br />10 LEVEL 10 105 0 72 58.8 23 23 21 21 23 230.4 204.4 319.5 <br />9 LEVEL 9 94 6 76 63.3 23 23 21 21 23 230.4 204.4 319.5 <br />8 LEVEL 8 84 0 81 67.9 23 23 21 21 23 230.4 204.4 319.5 <br />7 LEVEL 7 72 6 86 72.9 20 18 14 1 14 2 1 1 1 1 18 3 199.1 152.6 264.0 <br />6 LEVEL 6 56 0 93 80.0 4 1 1 1 1 3 35.4 6.4 37.5 <br />5 LEVEL 5 46 0 97 0.0 0.0 0.0 <br />4 LEVEL 4 36 0 101 0.0 0.0 0.0 <br />3 LEVEL 3 26 0 106 0.0 0.0 0.0 <br />2 LEVEL 2 16 0 110 0.0 0.0 0.0 <br />1 LEVEL 1 0 0 117 55.2 1 1 1 1 4 1 100.5 3.0 101.5 <br />0 LEVEL P1 -11 0 122 60.0 1 20.0 0.0 20.0 <br />PRV CALCULATIONS <br />LEVEL <br />NUMBER LEVEL NAME <br />FFE <br />boosted <br />pressure <br />street PRV 1 PRV 2 FIXTURES PER LEVEL <br />TOTAL PER <br />LEVEL (W/ <br />75% <br />REDUCTION) <br />TOTAL PER <br />LEVEL (W/ <br />75% <br />REDUCTION) <br />TOTAL PER <br />LEVEL <br />bottom level 0 6 11 <br />LA <br />V <br />A <br />T <br />O <br />R <br />Y <br />BA <br />T <br />H <br /> <br />T <br />U <br />B <br />/ <br />S <br />H <br />O <br />W <br />E <br />R <br />SI <br />N <br />K <br /> <br />W <br />/ <br /> <br />D <br />W <br />SI <br />N <br />K <br /> <br />W <br />/ <br />O <br /> <br />D <br />W <br />CL <br />O <br />T <br />H <br />E <br />S <br /> <br />W <br />A <br />S <br />H <br />E <br />R <br />DR <br />I <br />N <br />K <br />I <br />N <br />G <br /> <br />F <br />O <br />U <br />N <br />T <br />A <br />I <br />N <br />HO <br />S <br />E <br /> <br />B <br />I <br />B <br />B <br /> <br />( <br />P <br />E <br />R <br /> <br />B <br />R <br />A <br />N <br />C <br />H <br />) <br />SE <br />R <br />V <br />I <br />C <br />E <br /> <br />S <br />I <br />N <br />K <br />UR <br />I <br />N <br />A <br />L <br />, <br /> <br />1 <br />. <br />0 <br /> <br />G <br />P <br />F <br />SH <br />O <br />W <br />E <br />R <br />PO <br />O <br />L <br /> <br />E <br />Q <br />U <br />I <br />P <br />M <br />E <br />N <br />T <br /> <br />R <br />O <br />O <br />M <br />FU <br />T <br />U <br />R <br />E <br /> <br />F <br />O <br />O <br />D <br /> <br />A <br />N <br />D <br /> <br />B <br />E <br />V <br />E <br />R <br />A <br />G <br />E <br />FU <br />T <br />U <br />R <br />E <br /> <br />R <br />E <br />T <br />A <br />I <br />L <br /> <br />S <br />P <br />A <br />C <br />E <br />WA <br />T <br />E <br />R <br /> <br />C <br />L <br />O <br />S <br />E <br />T <br /> <br />( <br />T <br />A <br />N <br />K <br />- <br />PR <br />I <br />V <br />A <br />T <br />E <br />) <br />WA <br />T <br />E <br />R <br /> <br />C <br />L <br />O <br />S <br />E <br />T <br /> <br />( <br />F <br />V <br />- <br /> <br />P <br />U <br />B <br />L <br />I <br />C <br />) <br />ST <br />U <br />B <br />O <br />U <br />T <br /> <br />F <br />O <br />R <br /> <br />F <br />U <br />T <br />U <br />R <br />E <br /> <br />U <br />S <br />E <br />top level 1 10 16 <br />PRV level 0 6 16 <br />set pressure 60 80 40 <br />ft in psi psi psi psi QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY CW HW CW <br />16 ROOF 170 0 43 40.0 0 0 0 <br />15 LEVEL 15 157 6 49 45.4 19 17 10 10 1 1 17 2 161.8 123.8 213.0 <br />14 LEVEL 14 147 0 53 50.0 23 23 21 21 23 230.4 204.4 319.5 <br />13 LEVEL 13 136 6 58 54.5 23 23 21 21 23 230.4 204.4 319.5 <br />12 LEVEL 12 126 0 62 59.0 23 23 21 21 23 230.4 204.4 319.5 <br />NOTES: <br />REFER TO UPC CHAPTER 11 FOR STORM DRAINAGE DESIGN <br />FOR COMBINED PRIMARY AND SECONDARY DRAINAGE SYSTEMS: <br />- DOUBLE RAINFALL RATE, OR HALVE ALLOWABLE SQUARE FOOTAGE <br />JOB NUMBER:150-21US00608 USER:NIB <br />SIZING OF RAINWATER PIPING <br />SIZING OF RAINWATER PIPING <br />JOB NAME: THIRD AND BROADWAY DATE:5/15/2024 <br />2 IN/HR DESIGN RAINFALL RATE <br />SIZE OF PIPE (IN)MAX ALLOWABLE SQUARE FEET <br />1% SLOPE 2% SLOPE VERTICAL <br />3 1,614 2,320 4,400 <br />4 3,741 5,279 9,198 <br />6 10,701 15,100 26,999 <br />8 22,988 32,601 58,009 <br />10 41,396 58,416 <br />12 66,598 93,975 <br />15 119,009 167,989 <br />NATURAL GAS SIZING TABLE <br />BASED ON UPC/CPC TABLE 12-9 <br />2 PSI PRESSURE <br />TOTAL PIPE LENGTH (FT)=200 <br />PIPE SIZE MAX. MBH (CFH) <br />1/2"318 <br />2"6960 <br />2-1/2"11100 <br />1-1/4"2410 <br />1-1/2"3610 <br />3"19600 <br />4"40000 <br />3/4"642 <br />1"1170 <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2015 <br />NOT FOR <br />CONSTRUCTION <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />Job No.: <br />Contact: <br />www.glumac.com <br />18200 Von Karman Ave., Suite 100 <br />Irvine, CA 92612 <br />T. 949.833.8190 <br />12" = 1'-0" <br />6/12/2024 7:39:12 PM <br />BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_MEP_WEST_R20.rvt <br />R1-P0.5 <br />PLUMBING CALCULATIONS <br />21US00608 <br />3rd & Broadway West <br />1103 North Broadway <br />Santa Ana, CA 92701 <br />21US00608 <br />TG <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
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