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Home My WebLink AboutSAN JACINTO COLLEGE MARITIME CAMPUSPOOL A - SCUBA TRAINING POOL SEE PL1.10 MECHANICAL PLAN SEE PL4.00 1 B E. D. C. B.5 2 4 A 3 3.2 3.3 ST A I R # 1 - 1 3.1 A5. 0 1 2 I.01,TYP A5. 0 3 3 DATE ISSUE APRIL 10, 2014 BAY IBIGROUP- RCHITECTSA P.O.OXB 891209HOUSTON,EXAST 77289281.286.6605 455 MEDICAL ENTERC LVD,BE.TES 500 CHECKED DRAWN DATE BAY PROJECT NO:201232 Brooks and Sparks, Inc. Suite 900Houston, TX 77064Tel: 281-664-1900 Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N. 21020 Park Row Dr. Tel: 281-578-9595 STRUCTURAL Tel: 713-630-7300 MEP WALTER P MOORE Katy, TX 77449 Houston, TX 77010 1301 McKinney, Suite 1100 Fax: 281-578-9686 Fax: 713-630-7396 CIVIL CONSULTANTS Fax: 281-664-1912 04-10-2014BID SET Office 1205Dallas, TX 75234Tel: 972-919-6122 Water Technology Inc.3010 LBJ Freeway POOL Fax: 817-751-0553 SJC PROJECT NO:6803 OVERALL AQUATIC PLAN 1 1/8" = 1'-0"PL1.00 OVERALL AQUATIC PLAN Sheet List Table Sheet Number Sheet Title PL1.00 OVERALL AQUATIC PLAN PL1.01 GENERAL NOTES AND SYMBOLS PL1.02 STRUCTURAL PL1.10 POOL A SCUBA TRAINING POOL PLAN PL1.11 POOL A - SCUBA TRAINING POOL SECTIONS AND DETAILS PL3.00 POOL A SCUBA TRAINING POOL PIPING PLAN PL3.01 PIPING DETAILS PL4.00 MECHANICAL PLAN PL4.01 MECHANICAL DETAILS PL5.10 POOL A SCUBA TRAINING POOL PIPING SCHEMATIC DATE ISSUE APRIL 10, 2014 BAY IBIGROUP- RCHITECTSA P.O.OXB 891209HOUSTON,EXAST 77289281.286.6605 455 MEDICAL ENTERC LVD,BE.TES 500 CHECKED DRAWN DATE BAY PROJECT NO:201232 Brooks and Sparks, Inc. Suite 900Houston, TX 77064Tel: 281-664-1900 Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N. 21020 Park Row Dr. Tel: 281-578-9595 STRUCTURAL Tel: 713-630-7300 MEP WALTER P MOORE Katy, TX 77449 Houston, TX 77010 1301 McKinney, Suite 1100 Fax: 281-578-9686 Fax: 713-630-7396 CIVIL CONSULTANTS Fax: 281-664-1912 04-10-2014BID SET Office 1205Dallas, TX 75234Tel: 972-919-6122 Water Technology Inc.3010 LBJ Freeway POOL Fax: 817-751-0553 SJC PROJECT NO:6803 12 NONE GRAB RAILS AND INWALL STEPS 14 NONE THIS SPACE NOT USED 16 NONE 15 NONE PL1.01 1 NONE 5 NONE 6 NONE 7 NONE 8 NONE 9 NONE 10 NONE 11 NONE 3 NONE 2 NONE 4 NONE ABBREVIATIONS A-ST1 DEPTH MARKER TAG DRAIN TAG STAIR TAG PIPE TAG MECHANICAL EQUIPMENT TAG REVISION TAG ELEVATION TAG DIMENSION TAG DEPTH MARKER IDENTIFIER A-D1 POOL IDENTIFIER DRAIN IDENTIFIER DRAIN DESIGNATOR POOL IDENTIFIER STAIR IDENTIFIER STAIR DESIGNATOR P1-20 LINE TYPE IDENTIFIER PIPE IDENTIFIER SYSTEM IDENTIFIER P1A EQUIPMENT IDENTIFIER POOL IDENTIFIER SYSTEM IDENTIFIER REVISION NUMBER ---- REFERENCE ELEVATION LOCATION POINT LOCATION POINT IDENTIFIER TAG DESCRIPTIONS AND ABBREVIATIONS TYP - TYPICAL EJ - EXPANSION JOINT CJ - CONTROL JOINT SWL - STATIC WATER LEVEL OWE - OPERATING WATER ELEVATION FFE - FINISH FLO0R ELEVATION OC - ON CENTER EW - EACH WAY DIA - DIAMETER SS - STAINLESS STEEL NPS - NOMINAL PIPE SIZE ID - INSIDE DIAMETER OD - OUTSIDE DIAMETER MIN - MINIMUM MAX - MAXIMUM TUBV - TRUE UNION BALL VALVE TUBC - TRUE UNION CHECK VALVE SCH - SCHEDULE WD - WATER DEPTH NO - NORMALLY OPEN NC - NORMALLY CLOSED 1 1 100 SAFETY AND MAINTENANCE EQUIPMENT QTY.PRODUCT NAMEMANUFACTURER NOTES 2 LIFE BUOY WATER SAFETY PRODUCTS 30" DIA, MADE OF UNICELL SOFT FOAM WITH HARD SHELL COVERING 2 THROW LINE WATER SAFETY PRODUCTS 60' MARINE POLYPRO LINE, WITH 3" x 5" LEMON FLOAT 6 RESCUE TUBE WATER SAFETY PRODUCTS 50" LONG x 6" WIDE x 4" THICK. NO CLIPS, NO RINGS. 2" WIDE ADJUSTABLE SHOULDER STRAP , CONNECTED TO TUBE BY 1" STRAPPING. STRAPPING EXTENDS COMPLETELY THROUGH LENGTH OF TUBE. 1 SPINEBOARD WITH HEAD RESTRAINT WATER SAFETY PRODUCTS X-RAY TRANSLUCENT BACKBOARD 1 LIFE HOOK AND RESCUE POLE ANODIZED ALUMINUM POLE, WITH DOUBLE LIFE HOOK. 2 - 8 FEET SECTIONS WITH CONNECTOR AND RUBBER END CAP 1 25 PERSON AQUATIC FIRST AID KIT WATER SAFETY PRODUCTS 1 AUTOMATIC VACUUM CLEANING SYSTEM AQUAPRODUCTS ULTRAMAX GEMINI AUTOMATIC CLEANER, RADIO REMOTE CONTROL, ULTRAKART CADDY, DIGITAL TIMER DISPLAY, 120 FT CORD 1 MANUAL VACUUM CLEANING SYSTEM WILDCAT E.1 24" VACUUM HEAD, 1 HP PUMP WITH 155 SF CARTRIDGE FILTER, 100 FOOT CORD, TELESCOPIC POLE, WALL BRUSH, SKIMMER, 50' 2" BACKWASH HOSE AND SPECTRUM SS HOSE CADDY 1 WATER TEST KIT TAYLOR "SERVICE COMPLETE"FAS DPD CHLORINE KIT SAFETY AND MAINTENANCE EQUIPMENT NOTE: 1.* = WALL DEPTH MARKER ONLY AT LOCATION AS INDICATED ON PLAN. 2.EXCLUDE "NO DIVING" MARKER AT POOL WALL DEPTH MARKER LOCATIONS 3."X" INDICATES "NO DIVING" MARKER REQUIRED AT THIS LOCATION. DEPTH MARKER SCHEDULE ID TAG WD "NO DIVING" DECK MARKER 4'-0"X 12'-0" 12'-6" 1 2 3 2" MIN 2" MIN FIRST POUR SECOND POUR PVC WATERSTOP TYP REINFORCEMENT NOTE: 1.WATERSTOP SHALL BE 6" PVC RIBBED WITH 1" DIA CENTERBULB UNLESS NOTED OTHERWISE. 2.INSTALL WATERSTOP ON WET SIDE(S) OF REINFORCEMENT. 3.ALL WATERSTOPS SHALL BE WELDED PER MANUFACTURER'S REQUIREMENTS. 2" MIN 2" MIN FIRST POUR SECOND POUR TYP REINFORCEMENT NOTE: INSTALL WATERSTOP ON WET SIDE(S) OF REINFORCEMENT. SYNKOFLEX WATERSTOP POOL FLOOR SLAB, TYP CLEAR STONE BASE POOL FINISH, TYP POOL BASE MODEL #140N 4.8 OUNCE NONWOVEN GEOTEXTILE,TENCATE MIRAFI PROTECTION PRODUCTS,MATERIAL UNDER ENTIRE POOL. MATERIAL NOTE: 3/4" TO 1" CLEAR GRANULAR STONE WITH NO FINES PLACED IN MAX 6" THICK LIFTS. 12" MIN 3/4" NOMINAL CLEAR GRANULAR STONEWITH NO FINES SHALL BE PLACED IN MAX 6" THICK LIFTS POOL FINISH POOL WALL WALL BACKFILL SPECIFICATIONS: BODY SHALL BE OF BRONZE AND SHALL BE 4-1/4" LONG. IT SHALL BE MADE TO RECEIVE 1.900" OD PIPE. TWO LONGITUDINAL RIDGES, FOR PREVENTION OF SIDE SWAY SHALL RUN FULL DEPTH OF THE BODY ON THE ID THE LOCKING WEDGE SHALL BE OF CAST BRONZE AND THE BOLTS SHALL BE SS. ESCUTCHEON: TYPE 304 OR BETTER SS. NOTE: INSTALL ANCHORS IN LINE WITH RAIL. HALF ELEVATION HALF SECTION PLAN ESCUTCHEON PLATE PROVIDED AND INSTALLED BY POOL CONTRACTOR WEDGE ANCHOR BOLT WASHER WEDGE BODY 4" NOTE: BASIS OF DESIGN: CUP ANCHOR WITH TRIANGULAR EYE BOLT; PARAGON AQUATICS; LAGRANGE, NY; PH: (845) 452-5500. ROPE ANCHOR - CUP EYE-BOLT FRONT VIEWSECTION A-A (SHOWN WITH TRIANGULAR EYE-BOLT REMOVED) A A CL SWL ALIGN CUP ANCHOR FACE WITH WATER LINE TILE FIELD POOL DECK EQUIPOTENTIAL BONDING GRID, TYP AROUND EACH POOL, BY DECK CONTRACTOR. SEE ELECTRICAL DRAWINGS AND NOTES BELOW POOL REINFORCING STEEL BONDING WIRE PER NEC 680, BY ELECTRICAL CONTRACTOR POOL OR GUTTER WALL NOTES: 1.THIS DETAIL IS INTENDED TO ILLUSTRATE THE EQUIPOTENTIAL BONDING GRID AROUND EACH POOL AS REQUIRED BY NEC 680. 2.THE GRID SHALL CONFORM TO ALL NEC 680 REQUIREMENTS. 3.PER NEC 680, THE GRID SHALL: 3.a.COMPLETELY SURROUND THE PERIMETER OF THE POOL AND EXTEND 3 FEET HORIZONTALLY FROM THE INSIDE WALLS OF THE POOL. 3.b. BE ARRANGED IN A 12" X 12" (OR LESS) NETWORK OF CONDUCTORS IN A UNIFORMLY SPACED PATTERN. 3.c. BE BONDED TO THE POOL REINFORCING STEEL. 4.THIS DETAIL IS NOT INTENDED TO DETAIL THE POOL WALLS OR THE DECKS. THE ABOVE POOL WALL IS GENERIC IN NATURE AND IS NOT TYPICAL FOR EACH POOL WALL. SEE POOL SECTIONS AND DECK SECTIONS FOR ADDITIONAL POOL AND DECK CONSTRUCTION REQUIREMENTS. 5.SEE POOL ELECTRICAL DRAWINGS FOR ADDITIONAL BONDING & GROUNDING REQUIREMENTS. POOL EQUIPOTENTIAL BONDING GRID FINISH & COLOR CODES ID FINISHES ID COLORS QA QUARTZ AGGREGATE C01 AS SELECTED BY ARCHITECT MP MARCITE PLASTER C02 MATCH TO POOL FINISH PT PAINT C03 BLACK ON WHITE C7 1"x2" KEYSTONE C-701 TILE C04 BLACK & RED ON WHITE KT1 1"x1" KEYSTONE TILE C05 GALAXY BLUE KT2 2"x2" KEYSTONE TILE C06 LIGHT COLOR CT1 6"x6" CERAMIC TILE C07 CONTRASTING TO POOL FINISH SR1 1"x1" SLIP RESISTANT TILE SR2 2"x2" SLIP RESISTANT TILE SR3 6"x6" SLIP RESISTANT CERAMIC TILE SR4 8"x8" SLIP RESISTANT CERAMIC TILE HH1 PVC HAND HOLD AC ACRYLIC LB LIGHT BROOM SLIP RESISTANT POOL FINISH SCHEDULE AREA POOL NOTESABCDEFGH HORIZONTAL SURFACES FINISH QA COLOR C06 VERTICAL SURFACES (FREEBOARD) FINISH CT1 COLOR C06 VERTICAL SURFACES (SUBMERGED) FINISH QA COLOR C06 HAND HOLD FINISH- COLOR- WATER LINE FINISH CT1 COLOR C06 FLOOR LANE MARKERS FINISH- COLOR- WALL TARGETS FINISH- COLOR- SAFETY LANE LINE FINISH SR1 COLOR C01 JOINT ACCENT / DRAIN GRATE TRIM FINISH SR1 COLOR C06 STAIR & BENCH NOSING FINISH SR1 COLOR C07 DECK DEPTH MARKERS FINISH SR4 COLOR C03 NO DIVING MARKERS FINISH SR4 COLOR C04 WALL DEPTH MARKERS FINISH SR3 COLOR C03 DECK FINISH LB COLOR C01 NOTE: 1. FINISH PER SCHEDULE UNLESS OTHERWISE INDICATED. 2. ALL HORIZONTAL SURFACES SHALL BE SLIP RESISTANT. NOSING TYPE A NOSING TYPE B 1" X 1" BULLNOSE TILE ALL PERIMETER OVERFLOW GUTTER LIP TOLERANCES SHALL BE INSTALLED LEVEL +/-1/16" MAXIMUM ELEVATION TOLERANCES UNLESS OTHERWISE SPECIFIED NOSING TYPE C NOSING TYPE D 1" X 1" BULLNOSE TILE 1" X 1" FULL RADIUS TILE 2" X 2" BULLNOSE TILE POOL FINISH SCHEDULE 1" X 1" TILE 1" X 1" TILE 1" X 1" TILE NOTE: TYPE A, B, C & D - 2" MIN CONTRASTING TILE BAND REQUIRED UNLESS OTHERWISE NOTED F = TOTAL TREAD RUN G = # OF TREADS H = TREAD LENGTH SWL NOSING* SEE TYPICAL WALL DETAIL TYP REINFORCEMENT STAIR DIMENSIONS POOL STAIR IDABCDEFGH J A-ST1 4'-0"6"4'-6"8 6 3/4"84"7 12" NOTE: SEE FINISH SCHEDULE FOR ALL FINISHES. #4's @ 8" OC, TYP J J > 5'-0" REQUIRES CENTER POST POOL STAIRS & SCHEDULE HORIZONTAL SURFACE* HANDRAIL WEDGE ANCHOR, TYP PVC WATERSTOP SYNKOFLEX WATERSTOP, TYP 1 1/2" MIN RAIL OFFSET TO ADJACENT SURFACE NOTE: 1.HANDRAIL TYPE 316 SS, 1.90 OD, #500 GRIT 2.CONTRACTOR TO PURCHASE AND INSTALL RAIL GOODS IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS OF PARTIES HAVING JURISDICTION. 3.CONTRACTOR TO VERIFY HANDRAIL DIMENSIONS PRIOR TO FABRICATION 4.*SEE POOL FINISH SCHEDULE 6" TYP VERTICAL SURFACE (SUBMERRGED), TYP* 12" MIN 7 PL1.01 6 PL1.01 10 PL1.01 EQUAL 7 1/2" EQUAL 7 1/2" C 6" ELEVATIONIN-WALL STEP DETAIL SECTION SLOPE TO DRAIN DECK L GUTTER TYPE & WALL DESIGN WILL VARY POOL FINISH IN-WALL STEP SWL POOL FINISH, BASE COLOR CONTRASTING COLOR TILE 1" x 1" CERAMIC TILE WITH 1/4" MORTAR BED NON-SLIP TREAD CONTRASTING COLOR TILE POOL FINISH, BASE COLOR GRAB RAILS, SEE PLANS AND SPECIFICATIONS FOR EXACT MODEL AND LOCATIONS WEDGE ANCHOR, TYP 10 PL1.01 13 NONE THIS SPACE NOT USED 17 NONE 2" MIN DECK DEPTH MARKER WALL DEPTH MARKER DECK/COPING STONE JOINT OR JOINT BETWEEN TRIM TILE JOINTS SHALL NOT INTERSECT DEPTH MARKERS 6" x 6" DEPTH MARKER, WITH 4" CONTRASTING NUMERALS NOTE: TILE SHALL BE INSTALLED FLUSH WITH SURROUNDING SURFACES. DEPTH MARKER - DECK AND WALL 2" MIN 8" x 8" DEPTH MARKER GUTTER / DECK JOINT OR POOL FACE DECK JOINTS SHALL NOT INTERSECT DEPTH MARKERS DECK 30 30 SWL 1'-4" MIN ONLY AT LIGHT LOCATIONS RELAMPING POSITION - PROVIDE SUFFICIENT CORD LENGTH. POOL CONTRACTOR TO FIELD VERIFY LENGTH OF CORD REQUIRED GROUND CONNECTOR BONDED TO REBAR POOL LIGHT SS POOL LIGHT NICHEWATERTIGHT CONDUIT WITH CORD TO JUNCTION BOX, BY ELECTRICAL CONTRACTOR UNDERWATER POOL LIGHT NOTES: 1. LIGHT NICHE FURNISHED BY POOL CONTRACTOR. LIGHT NICHE IS GROUNDED/BONDED BY ELECTRICAL CONTRACTOR. 2. LIGHT FIXTURES WITH CORD AND 5' CONDUIT ATTACHED ARE FURNISHED AS SPECIFIED BY THE POOL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL OTHER ELECTRICAL MATERIALS (WATERTIGHT CONDUIT, JUNCTION BOXES, SWITCHES, ETC) ARE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR PER NEC CODE ARTICLE 680. POOL LIGHTS SHALL BE GFI PROTECTED PER NEC ARTICLE 680. GENERAL NOTES AND SYMBOLS DATE ISSUE APRIL 10, 2014 BAY IBIGROUP- RCHITECTSA P.O.OXB 891209HOUSTON,EXAST 77289281.286.6605 455 MEDICAL ENTERC LVD,BE.TES 500 CHECKED DRAWN DATE BAY PROJECT NO:201232 Brooks and Sparks, Inc. Suite 900Houston, TX 77064Tel: 281-664-1900 Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N. 21020 Park Row Dr. Tel: 281-578-9595 STRUCTURAL Tel: 713-630-7300 MEP WALTER P MOORE Katy, TX 77449 Houston, TX 77010 1301 McKinney, Suite 1100 Fax: 281-578-9686 Fax: 713-630-7396 CIVIL CONSULTANTS Fax: 281-664-1912 04-10-2014BID SET Office 1205Dallas, TX 75234Tel: 972-919-6122 Water Technology Inc.3010 LBJ Freeway POOL Fax: 817-751-0553 SJC PROJECT NO:6803 THIS SPACE NOT USED 20 NONE PL1.02 STRUCTURAL 1 NONE 2 NONE 5 NONE 6 NONE 10 NONE 9 1" = 1'-0" THIS SPACE NOT USED 13 1" = 1'-0" THIS SPACE NOT USED 14 1" = 1'-0" THIS SPACE NOT USED 17 NONE THIS SPACE NOT USED 18 NONE 3 NONE 4 NONE 7 NONE 8 NONE THIS SPACE NOT USED 12 NONE 11 NONE 14" REINFORCEMENT 15 1" = 1'-0" THIS SPACE NOT USED 16 NONE THIS SPACE NOT USED 19 NONE STRUCTURAL NOTES: 1.UNLESS OTHERWISE INDICATED, CONCRETE WALLS AND SLABS SHALL BE REINFORCED AS FOLLOWS: #4's @ 8" EACH WAY CENTER OF 8" SECTIONS; #4's @ 12" EACH WAY, EACH FACE OF 12" SECTIONS. SINGLE MAT REINFORCEMENT SHALL BE AT CENTER OF SECTION, UNLESS OTHERWISE INDICATED. 2.MIN CLEARANCE FOR REINFORCEMENT BARS, UNLESS OTHERWISE INDICATED, SHALL BE 3" WHEN PLACED ON GROUND; FOR SURFACES EXPOSED TO WATER, EARTH OR WEATHER - 1 1/2" CLEARANCE FOR #5 BARS OR SMALLER AND 2" CLEARANCE FOR LARGER THAN #5's; INTERIOR SLABS- 3/4" CLEARANCE, INTERIOR BEAMS 1 1/2" CLEARANCE. 2" AROUND ALL PIPES, LIGHT NICHES, AND OTHER EMBEDDED ITEMS. 3.REFER TO WALL CORNER AND WALL INTERSECTION REINFORCING DETAIL IN GENERAL, THE WALL CORNER REINFORCING SIZES AND SPACINGS SHALL BE CALLED OUT ON THE PLANS AND REFERENCED TO THESE DETAILS AND THE TYP HORIZONTAL WALL REINFORCING SHALL LAP WITH CORNER AND INTERSECTION REINFORCING. 4.UNLESS OTHERWISE INDICATED, ALL WALL REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND CORNERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS. UNLESS OTHERWISE INDICATED, CONTRACTOR MAY SPLICE CONTINUOUS SLAB BARS AT LOCATIONS OF THERE CHOOSING, EXCEPT THAT TOP BAR SPLICES SHALL BE LOCATED AT MIDSPAN AND BOTTOM BAR SPLICES SHALL BE LOCATED AT SUPPORTS. ALL REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE INDICATED, SHALL SATISFY THE FOLLOWING MIN REQUIREMENTS SHOWN BELOW. 5.DETAILS OF STRUCTURAL REINFORCEMENT INDICATED FOR A MIN SOIL BEARING PRESSURE OF 2000 PSF. REINFORCEMENT LAP LENGTHS - DESIGN STRENGTH: CONCRETE 4000 PSI / SHOTCRETE 5000 PSI BAR SIZE #3#4#5#6#7#8#9 #10#11 GR-60 TOP BAR 1'-7"2'-1"2'-7"3'-1"4'-6"5'-2"5'-10"6'-7"7'-3" GR-60 OTHER BAR 1'-3"1'-7"2'-0"2'-5"3'-6"4'-0"4'-6"5'-1"5'-7" STANDARD HOOK DIMENSION BAR SIZE #3#4#5#6#7#8#9 #10#11 HOOK LENGTH 0'-7"0'-9"1'-0"1'-2"1'-4"1'-6"1'-11"2'-2"2'-5" STRUCTURAL REINFORCEMENT NOTE ADD (1)-#5 x 4'-0" DIAGONAL AT EACH CORNER FOR EACH LAYER OF REINFORCING STEEL REINFORCING CUT BAND "B" STEEL REINFORCING CUT BAND "A" AREA OF BARS EQUAL TO BAND OF BARS CUT PROVIDE MIN LAP AS NOTED OR SHOWN ON PLANS (TYP) NOTES: 1.TYP FOR ALL OPENINGS IN CONCRETE WALLS AND SLABS INCLUDING DRAINS UNLESS INDICATED OTHERWISE ON PLANS. 2.DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS. 3.ALL OPENINGS THROUGH WATERTIGHT TANK REQUIRE WATERSTOPS. REINFORCEMENT AT OPENINGS STANDARD 90 DEGREE HOOK 3'-0" x 3'-0" CORNER BAR SAME SIZE AND SPACING AS HORIZONTAL BARS SINGLE MAT REINFORCING AT CORNER STANDARD 90 DEGREE HOOKS 3'-0" x 3'-0" CORNER BAR SAME SIZE AND SPACING AS HORIZONTAL BARS DOUBLE MAT REINFORCING AT CORNER NOTES: WALL JOINT SHALL BE ALIGNED WITH FLOOR JOINT. SEE FINISH SCHEDULE FOR TILE AND POOL FINISH. SEE DETAIL X/XXX FOR FLOOR EXPANSION JOINT. EXPANSION JOINT - WALL TYP WALL REINFORCING FINISH ACCENT TILE 1/2" WIDE x 1/4" DEEP PREFORMED EXPANSION JOINT, FILL WITH GUN GRADE SEALANT PRE-MOLDED EXPANSION JOINT FILLER #5 REBAR, 24" (12" EW), 12" OC, TYP 13", 5/8" ID, SCH 40, PVC SLEEVE, TYP 1" STYROFOAM PLUG PVC WATERSTOP WALL JOINT CLEAR STONE BASE CLEAR GRANULAR STONE #4's @ 8" OC #4's @ 8" OC 8" FLOOR SECTION POOL FINISH POOL FINISH 8" REINFORCEMENT VERTICAL WALL SECTION #4's @ 8" OC POOL FINISH 12" REINFORCEMENT VERTICAL WALL SECTION SOIL PARAMETERS SOIL PARAMETERS FOR POOL STRUCTURAL DESIGN POOL DESIGNED FOR THE DRAINED CONDITION ALL SOIL PARAMETERS FOR THE POOL STRUCTURAL DESIGN ARE BASED UPON RECOMMENDATIONS FROM THE GEOTECHNICAL REPORT BY HTS, INC. CONLSULTANTS DATED AUGUST 28, 2013 AND ADDITIONAL RECOMMENDATIONS LETTER DATED MARCH 17, 2014. POOL SUBGRADE AND SOIL PREPARATION SHALL BE EXECUTED IN ACCORDANCE WITH THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. -STATED NET ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF -STATED ACTIVEEQUIVALENT FLUID PRESSURE = 67 PSF/FT -GROUNDWATER LOCATED BELOW THE BOTTOM OF THE POOL SLAB. NOTE: 1.WALL JOINT SHALL BE ALIGNED WITH FLOOR JOINT 2.SEE FINISH SCHEDULE FOR POOL FINISH TYP REINFORCING FINISH PVC WATERSTOP STANDARD LAP CONSTRUCTION JOINT EXPANSION AND CONTROL JOINTS TO BE FINISHED COMPLETELY AROUND STEGMEIER FACE POOL EDGE - CONTROL & EXPANSION JOINTS EXPANSION JOINT - MATCH JOINT LOCATIONS OF POOL SHELL, AND USE 1/2" CROSS-LINKED POLYETHYLENE EXPANSION JOINT MATERIAL WITH POLYURETHANE CAULK 1/2" EXPANSION JOINT BY DECK CONTRACTOR. SEE DIV 13 POOL SPECIFICATIONS FOR JOINT FILLER AND SEALANT MATERIALS SEE TYP WALL DETAIL CONTROL JOINT - USE STEGMEIER "FRONTIER" JOINT MATERIAL AND NOSE CAP OR SAW CUT. CONTROL JOINTS SHALL BE SPACED UNIFORMLY WITH A 4 FT MAX DISTANCE BETWEEN JOINTS CLEAR STONE BASE CLEAR GRANULAR STONE #4's @ 8" OC FLOOR SECTION POOL FINISH 1'-2" #4's @ 8" OC #5's @ 10" OC #6's @ 6" OC VERTICAL WALL SECTION 14" REINFORCING #6's @ 6" OC XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X 3 PL1.12 4 PL1.12 GRABRAIL AND INWALL STEPS, TYP 14 PL1.01 HANDICAP LIFT ROPE CUP ANCHOR, TYP 11 PL1.01 A-ST1 12 PL1.01 FLOOR INLET, TYP 4 PL3.01 SAFETY ROPE A-D1 1,2 PL3.01 WALL INLET 5 PL3.01 1 PL1.11 2 PL1.11 4'- 0 " W D 12 ' - 0 " W D 4'- 0 " W D 12 ' - 6 " W D 12 ' - 6 " W D 12 ' - 0 " W D SKIMMER, TYP 3 PL3.01 DECK DEPTH MARKER, TYP5 PL1.01 2 DEPTH MARKER TAG, TYP 4 PL1.01 FLOOR EXPANSION JOINT 12 PL1.11 WALL EXPANSION JOINT , TYP 6 PL1.02 UNDERWATER POOL LIGHT, TYP 15 PL1.01 12 223 2 2 3 1 1 1 11 6 PL1.11 6 PL1.11 6 PL1.11 9 PL1.11 11 PL1.11 7 PL1.11 7 PL1.11 7 PL1.11 XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X XX X 30 ' - 0 " 70'-0" 6'-9 3/4" TYP 33'-0 1/2" TYP 7'-6"63'-0" 46'-8"23'-4" 6'-9" 13 ' - 6 " 3' - 0 " 7' - 6 " TY P 7'-9 3/8"7'-9 3/8"7'-9 3/8"7'-9 3/8"7'-9 3/8"7'-9 3/8"2'-0"7'-9" 7'- 6 " TY P 7'-9" 7'-0" 10 ' - 0 " 1' - 0 " R6" 7'-2" 8'-0" 4'-11 3/4" 19 ' - 0 " 14'-0"14'-0"14'-0"14'-0"14'-0" 8' - 0 " 14 ' - 0 " 8' - 0 " 12 ' - 0 " 12 ' - 0 " 6' - 0 " 5'-9" 19'-10" TYP 11'-8" TYP 11'-8" TYP 11'-8" TYP 15 ' - 0 " TY P 15 ' - 0 " TY P 11'-8" 15 ' - 0 " 15 ' - 0 " 10 ' - 0 " 15'-2" 22'-1 1/2" 23'-4"11'-8"11'-8"11'-8" DATE ISSUE APRIL 10, 2014 BAY IBIGROUP- RCHITECTSA P.O.OXB 891209HOUSTON,EXAST 77289281.286.6605 455 MEDICAL ENTERC LVD,BE.TES 500 CHECKED DRAWN DATE BAY PROJECT NO:201232 Brooks and Sparks, Inc. Suite 900Houston, TX 77064Tel: 281-664-1900 Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N. 21020 Park Row Dr. Tel: 281-578-9595 STRUCTURAL Tel: 713-630-7300 MEP WALTER P MOORE Katy, TX 77449 Houston, TX 77010 1301 McKinney, Suite 1100 Fax: 281-578-9686 Fax: 713-630-7396 CIVIL CONSULTANTS Fax: 281-664-1912 04-10-2014BID SET Office 1205Dallas, TX 75234Tel: 972-919-6122 Water Technology Inc.3010 LBJ Freeway POOL Fax: 817-751-0553 SJC PROJECT NO:6803 POOL A - SCUBA TRAINING POOL EQUIPMENT SCHEDULE 2 NONE POOL A - SCUBA TRAINING POOL PLAN 3 1/4" = 1'-0" PL1.10 POOL PLAN NOTE 1 COVE WALL TO WALL, WALL TO FLOOR, AND FLOOR TO FLOOR-RADIUS AS INDICATED ON DETAILS. 2 DEPTH MARKERS SHALL NOT EXCEED 25'-0" IN DISTANCE FROM CENTER TO CENTER AROUND POOL PERIMETER. 3 DEPTH MARKERS INSIDE THE POOL SHALL CORRESPOND WITH DEPTH MARKER LOCATIONS ON THE DECK. 4 LOCATE LIFEGUARD CHAIRS AS REQUIRED PER STATE AND LOCAL CODES AND PER OWNER'S SAFETY CONSULTANT. 5 EXPANSION/CONTROL JOINTS IN WALLS AND GUTTERS SHALL BE LOCATED IN LINE WITH ALL FLOOR JOINTS. POOL A - SCUBA TRAINING POOL DATA AND POOL NOTES 1 NONE POOL A - SCUBA TRAINING POOL DIMENSION PLAN 4 1/4" = 1'-0" POOL EQUIPMENT EQUIPMENT QTY MANUFACTURER DESCRIPTION HANDICAP LIFT1 SPECTRUM PRODUCTS ASPEN INCLUDES ARMREST AND HEADREST PACKAGE. MUST BE ADA COMPLIANT WITH A MINIMUM LIFTING CAPACITY OF 350 LBS. PROVIDE BATTERY CHARGER, EXTRA BATTERY AND TOTAL COVER. GRAB RAILS 8 SPECTRUM, S.R. SMITH, OR PARAGON AQUATICS WALL 316L SS IN-WALL STEPS 15 S.R. SMITH HAND RAILS2 SPECTRUM, S.R. SMITH, OR PARAGON AQUATICS 316L SS ANCHOR SOCKETS 20 SPECTRUM, S.R. SMITH, OR PARAGON AQUATICS CAST BRONZE, 4-1/4" LONG, ACCEPTS 1.900" OD TUBING ESCUTCHEON PLATES 20 SPECTRUM, S.R. SMITH, OR PARAGON AQUATICS STANDARD, 316L SS STAMPING FLOOR INLETS 15 STA-RITE ADJUSTABLE FLOOR INLET FITTING. MODEL WELD, MOLDED ABS PLASTIC BODY WITH INTERNAL NPT THREADS AND ADJUSTING TOP PLATE WITH VANDAL PROOF LOCKING DEVICE, WHITE WALL INLETS 1 STA-RITE SKIMMERS 12 STA-RITE SWIMQUIP MANUFACTURED BY STA-RITE INDUSTRIES, CATALOG # 08650-1404, U-3 MOLDED ABS SKIMMER WITH WHITE LID & FRAME, FLOAT & CHECK VALVE AND BASKET. PROVIDE WITH ASME A112.19.8-2007 CERTIFIED, WHITE, EQUALIZER FITTING AND COVER. ROPE CUPS & EYE BOLTS 2 SPECTRUM OR PARAGON AQUATICS BOLT SAFETY ROPE1 HANDI-LOCK FLOAT, VERIFY LENGTH WITH PLANS LIGHT & NICHE 10 PENTAIR INTELLIBRITE, WHITE LED, 300 - 500W EQUIVALENCY, 120V, WITH SS FACE RING, PROVIDE COMPLETE WITH PENTAIR POOL PRODUCTS LARGE SS NICHES WITH 1" REAR HUB. NOTE: UNIT QUANTITIES ARE SHOWN FOR VALUE ENGINEERING PURPOSES. IT IS THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL QUANTITIES REQUIRED. POOL A DATA DESCRIPTION QTY UNITS POOL PERIMETER 200FEET WATER SURFACE AREA 2,092 SQUARE FEET POOL VOLUME 147,988 GALLONS CIRCULATION RATE 617GPM TURNOVER/VOLUME/FLOW 240 MIN.147,988 GAL. FILTRATION RATE 11.13 PATRON LOAD 102 PERSONS NOTE: CONTRACTOR SHALL CONTACT ENGINEER FOR ELECTRONIC DRAWING FILES PRIOR TO COMMENCING POOL STAKING WORK. ENGINEER WILL PROVIDE ELECTRONIC PLAN VIEW OF ALL POOLS IN AUTOCAD DRAWING FORMAT FOR CONTRACTOR'S USE TO LOCATE STRUCTURES AND RELATED POOL DECK EQUIPMENT. DIMENSIONS ARE SHOWN FROM POOL FINISH TO POOL FINISH. POOL A SCUBA TRAINING POOL PLAN 7 PL1.11 A-ST112 PL1.01 6'-9 3/4"33'-0 1/2"23'-4" 11 PL1.01 ROPE CUP ANCHOR GRABRAILS AND INWALL STEPS 14 PL1.01 70'-0" 6'-9"46'-8"23'-4" A-D1 1,2 PL3.01 11 PL1.11 4'- 0 " WD 4'- 0 " WD 12 ' - 0 " WD 12 ' - 6 " WD 12 ' - 0 " WD 11'-8"11'-8"11'-8"19'-10" UNDERWATER POOL LIGHT 15 PL1.01 4' - 6 " TY P 2' - 3 " 15'-2" 22'-1 1/4"12 PL1.11 6'-6"7'-6"14'-0"14'-0"14'-0"14'-0" EXPANSION JOINT 3 PL3.01 SKIMMER WALL DEPTH MARKER, TYP 5 PL1.01 70'-0" 6'-9 3/4"33'-0 1/2"23'-4" 6'-9" 46'-8" 23'-4" ROPE CUP ANCHOR GRABRAILS AND INWALL STEPS A-D1 6 PL1.11 4' - 0 " WD 4' - 0 " WD 12 ' - 0 " WD 12 ' - 6 " WD 12 ' - 0 " WD 11'-8"23'-4"11'-8"11'-8"11'-8"UNDERWATER POOL LIGHT WALL DEPTH MARKER, TYP 14'-0"14'-0"14'-0"14'-0"14'-0"SKIMMERS 22'-1 1/4"EXPANSION JOINT 30'-0" 13'-6"3'-0"13'-6" A-D1A-D1 12 ' - 0 " WD 12 ' - 6 " WD 12 ' - 0 " WD 15'-0"15'-0"UNDERWATER POOL LIGHT 8'-0"14'-0"8'-0"SKIMMER WALL DEPTH MARKER, TYP 10'-0"19'-0" 1'-0" 30'-0" 9 PL1.11 4' - 0 " WD 4' - 0 " WD 15'-0"15'-0" 6'-0"12'-0" 11 1/2" SKIMMERS UNDERWATER POOL LIGHT VERTICAL SURFACE (SUBMERGED)* 1'- 2 " 8" *SEE POOL FINISH SCHEDULE HORIZONTAL SURFACE* HORIZONTAL SURFACE* 4' - 0 " WD 12 ' - 0 " WD WALL EXPANSION JOINT 2-LAYERS 15# FELT BOND BREAKER 7 PL1.02 #4's @ 8" OC 9 PL1.02 1'-2" 2" 1' - 0 " 6 PL1.02 12 PL1.11 COMPACTED STRUCTURAL FILL PVC WATERSTOP 6 PL3.01 JOINT ACCENT TILE 1" STYROFOAM PLUG, TYP PRE-MOLDED EXPANSION JOINT FILLER 1/2" WIDE X 1/4" DEEP PREFORMED EXPANSION JOINT. FILL WITH GUN GRADE SEALANT #5 REBAR, 12" OC, TYP PVC WATERSTOP 13", 5/8" ID, SCH 40, PVC, TYP 1'-2 1/2" 1'-0" 2-LAYERS 15# FELT BOND BREAKER NOSING, TYPE B* *SEE POOL FINISH SCHEDULE DATE ISSUE APRIL 10, 2014 BAY IBIGROUP- RCHITECTSA P.O.OXB 891209HOUSTON,EXAST 77289281.286.6605 455 MEDICAL ENTERC LVD,BE.TES 500 CHECKED DRAWN DATE BAY PROJECT NO:201232 Brooks and Sparks, Inc. Suite 900Houston, TX 77064Tel: 281-664-1900 Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N. 21020 Park Row Dr. Tel: 281-578-9595 STRUCTURAL Tel: 713-630-7300 MEP WALTER P MOORE Katy, TX 77449 Houston, TX 77010 1301 McKinney, Suite 1100 Fax: 281-578-9686 Fax: 713-630-7396 CIVIL CONSULTANTS Fax: 281-664-1912 04-10-2014BID SET Office 1205Dallas, TX 75234Tel: 972-919-6122 Water Technology Inc.3010 LBJ Freeway POOL Fax: 817-751-0553 SJC PROJECT NO:6803 6 1" = 1'-0" 5 3" = 1'-0" POOL A - SCUBA TRAINING POOL SECTION 1 1/4" = 1'-0" 9 1" = 1'-0" 8 3" = 1'-0" 7 3/4" = 1'-0" THIS SPACE NOT USED 13 NONE EXPANSION JOINT AT 4'-0" TO 12'-0" WATER DEPTH CHANGE 12 1-1/2" = 1'-0" POOL WALL 11 1/2" = 1'-0" PL1.11 POOL A - SCUBA TRAINING POOL SECTION 2 1/4" = 1'-0" POOL A - SCUBA TRAINING POOL SECTION 3 1/4" = 1'-0" POOL A - SCUBA TRAINING POOL SECTION 4 1/4" = 1'-0" 8" HORIZONTAL FINISH (2) - #5's TOP & BOTTOM 5 PL1.11 7 PL1.02 PVC WATERSTOP 6 PL1.01 SWL 7 PL1.02 6" VERTICAL FINISH (SUBMERGED) POOL WALL - 1'-6" TO 5'-0" 1'-2" HORIZONTAL SURFACE* (2) - #5's TOP & BOTTOM 5 PL1.11 POOL WALL - 12'-0" + WD VERTICAL SURFACE (SUBMERGED)* 9 PL1.02 PVC WATERSTOP SWL 9 PL1.02 1'-0" DOWELS TO MATCH VERTICAL REINFORCING 6 PL1.01 *SEE POOL FINISH SCHEDULE THIS SPACE NOT USED 10 NONE POOL A - SCUBA TRAINING POOL SECTIONS AND DETAILS SWL 3/4" "REGULAR" CANTILEVER STEGMEIER DECK EDGE FORM VERTICAL SURFACE (SUBMERGED), TYP* 2-#3's CONT BETWEEN JOINTS #3's @ 24" OC COMMON WALL - FINISH WATERLINE" LIGHT BROOM FINISH, PITCH TO DRAIN SEE COMMON WALL FOR REINFORCING TILE STRIP WATERSTOP *SEE POOL FINISH SCHEDULE 7/8"6" VARIES, SEE WALL DETAIL SWL 2 1/2" MIN FINISH PER SPECIFICATIONS BOND BREAKER, BY DECK CONTRACTOR "REGULAR" CANTI- LEVER STEGMEIER DECK EDGE FORM STEGMEIER TILE / WATERSTOP STRIP WATERLINE FINISH - SEE FINISH SCHEDULE VERTICAL FINISH (SUBMERGED) - SEE FINISH SCHEDULE POOL WALL - EDGE 2-#3'S CONTINUOUS BETWEEN JOINTS #3's @ 24" OC BY DECK CONTRACTOR BY POOL CONTRACTOR 1/2" EXPANSION JOINT BY DECK CONTRACTOR. SEE DIV 13 POOL SPECIFICATIONS FOR JOINT FILLER AND SEALANT MATERIALS LIGHT BROOM FINISH - - 1'-0" HORIZONTAL SURFACE* 8 PL1.11 COMMON WALL - STAIRS VERTICAL SURFACE (SUBMERGED), TYP* 7 PL4.02 SYNKOFLEX WATERSTOP, TYP 7 PL1.01 SWL 8 PL1.02 #4's @ 12" OC #4's @ 8" OCHORIZONTAL SURFACE* *SEE POOL FINISH SCHEDULE 4 3 3.3 DATE ISSUE APRIL 10, 2014 BAY IBIGROUP- RCHITECTSA P.O.OXB 891209HOUSTON,EXAST 77289281.286.6605 455 MEDICAL ENTERC LVD,BE.TES 500 CHECKED DRAWN DATE BAY PROJECT NO:201232 Brooks and Sparks, Inc. Suite 900Houston, TX 77064Tel: 281-664-1900 Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N. 21020 Park Row Dr. Tel: 281-578-9595 STRUCTURAL Tel: 713-630-7300 MEP WALTER P MOORE Katy, TX 77449 Houston, TX 77010 1301 McKinney, Suite 1100 Fax: 281-578-9686 Fax: 713-630-7396 CIVIL CONSULTANTS Fax: 281-664-1912 04-10-2014BID SET Office 1205Dallas, TX 75234Tel: 972-919-6122 Water Technology Inc.3010 LBJ Freeway POOL Fax: 817-751-0553 SJC PROJECT NO:6803 2 NONE PIPING SCHEDULE 1 NONE POOL A SCUBA PIPING PLAN 3 1/4" = 1'-0"PL3.00 POOL A SCUBA TRAINING POOL PIPING PLAN PIPING NOTES REFER TO DIVISION 13 SPECIFICATIONS FOR DETAILS 1. PIPING: 1a.ALL PIPING SHALL BE IN ACCORDANCE WITH THE TEXAS STATE PLUMBING CODE AND TEXAS DEPARTMENT OF HEALTH CODE. THE A.S.T.M. DESIGNATION NUMBER D-1785, AND THE NSF SEALFOR POTABLE WATER. 1b.ALL PIPING DESIGNED FOR 6'/SECOND MAX SUCTION, 10'/SECOND MAX PRESSURE, AND 3'/SECONDMAX GRAVITY. 1c.MAIN DRAIN PIPING SHALL CARRY 100% OF RECIRCULATION RATE AT A VELOCITY NOT TO EXCEED 3'/SECOND. 1d.ALL INLET SUPPLY PIPING MUST BE LAID ON A GRADE SO IT WILL DRAIN BY GRAVITY. MAIN DRAIN LINE PIPING MUST BE LAID ON A GRADE SO; (A)ALL PIPING FROM BENEATH THE POOL TO THE ELEVATION CHANGE SHALL PITCH TO DRAIN TO THE POOL MAIN DRAIN SUMPS AND; (B)ALL PIPING FROM THE ELEVATION CHANGE SHALL PITCH TO DRAIN. IN ALL INSTANCES WHERE GRAVITY DRAINAGE IS NOT PROVIDED; THE CONTRACTOR SHALL INSTALL DRAIN VALVES SO THAT ALL LINES CAN BE DRAINED COMPLETELY OR ANOTHER APPROVED LOCATION. DRAINAGE PLUGS SHALL BE PROVIDED IN THE PIPING SYSTEM TO ALLOW FOR DRAINING OF POOL PIPING. CONTRACTOR SHALL PROVIDE OPERATION AND DRAINING INSTRUCTIONS TO OWNER. 1e.ALL ELEVATIONS TO BE FIELD VERIFIED TO ALLOW FOR PROPER PITCH AND DRAINAGE. PITCH -APPROXIMATE 1"/10'-0". POOL CONTRACTOR SHALL MAKE EVERY EFFORT TO CURTAIL THE USE OF FITTINGS TO REDUCE HEAD. 1f.ALL DRAWINGS ARE INTENDED FOR SCHEMATIC USE ONLY!! FINAL LOCATIONS SHALL BE FIELD VERIFIED WITH ALL OTHER TRADES, BY CONTRACTOR. 1g.CONTRACTOR SHALL COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. 2. DRAINS: 2a.ALL DRAIN FITTINGS TO CARRY 100% OF RECIRCULATION RATE AT A VELOCITY NOT TO EXCEED 1.5'/SECOND THROUGH THE CLEAR AREA OF THE GRATE. 2b.ALL DRAINS AND OUTLETS SHALL CONFORM WITH ANSI/APSP-16 2011 OR ANY SUCCESSOR STANDARD. 2c.FILTER BACKWASH LINE TO SEWER WITH MIN 6" AIR GAP. 3. PRESSURE GAUGES: 3a.PRESSURE GAUGES TO BE INSTALLED ON ALL PUMP SUCTION AND DISCHARGE LINES. 4. VALVES: 4a.EACH VALVE SHALL HAVE A PERMANENT IDENTIFYING LABEL OR TAG ATTACHED TO IT. THE SEQUENCE OF OPERATION, BRIEFLY STATED, SHALL BE PROMINENTLY DISPLAYED. 5. FLOWMETERS: 5a.FLOWMETER SHALL BE PROVIDED IN THE FILTRATION PUMP DISCHARGE LINE AND IN EACH INLET RETURN LINE AS INDICATED ON THE DRAWINGS. FLOWMETERS SHALL BE INSTALLED ON A STRAIGHT LENGTH OF PIPE WITHOUT ANY VALVE, ELBOW OR OTHER SOURCE OF TURBULENCE (UNINTERRUPTED FLOW). PROVIDE A MIN OF 10 PIPE DIA UPSTREAM AND 5 PIPE DIA DOWNSTREAM FROM THE FLOWMETER OF UNINTERRUPTED FLOW OR INSTALL PER MANUFACTURER'S RECOMMENDATIONS. MAIN FLOWMETER SHALL BE USED TO MONITOR BACKWASH RATE. 6. FILTERS: 6a.FILTER SHALL BE PROVIDED WITH THE FOLLOWING APPROPRIATELY LOCATED ACCESSORIES: PRESSURE GAUGES, BACKWASH SIGHT GLASS ON WASTE DISCHARGE LINE, AN AIR RELIEF VALVE AT THE HIGH POINT OF THE FILTER AND A VALVED TANK DRAIN. PIPING NOTES POOL A PIPE SCHEDULE PIPE ID TYPENPSFLOW VELOCITY DESCRIPTION (in)(gpm)(fps) S1-1 PVC SCH 808 617 4.4 MAIN DRAIN SUCTION P1-1 PVC SCH 806 617 7.7 FILTER PUMP DISCHARGE P1-20 PVC SCH 806 617 7.7 INLET SUPPLY P1-21 PVC SCH 806 462 5.8 INLET SUPPLY P1-22 PVC SCH 804 308 8.8 INLET SUPPLY P1-23 PVC SCH 80 3 154 7.7 INLET SUPPLY P1-24 PVC SCH 80 2.5 116 9.0 INLET SUPPLY P1-25 PVC SCH 802 77 8.6 INLET SUPPLY P1-26 PVC SCH 80 1.5 39 7.2 TYPICAL INLET SUPPLY S1-10 PVC SCH 808 617 4.4 SKIMMER SUCTION S1-11 PVC SCH 803 103 5.1 SKIMMER SUCTION S1-12 PVC SCH 802 51 5.7 TYPICAL SKIMMER SUCTION CONNECTION ----- ----- ----- ----- PIPING PLAN NOTE DIVISION 13 CONTRACTOR NOTES: 1THE FOLLOWING NOTES APPLY TO ALL PIPING PLANS. 2COORDINATE ALL PIPING AND EMBEDMENTS WITH AFFECTED TRADES. 3REFER TO PL1.02-2 FOR REINFORCEMENT AT PIPE PENETRATIONS. 4 PROVIDE WINTERIZING/DRAINING INSTRUCTIONS AND SCHEMATICS TO OWNER. SEE CIVIL DRAWINGS FOR SITE PIPING. 5PIPING IS SPREAD OUT FOR CLARITY. 6CONTRACTOR CAN "STACK" PIPES IN THE TRENCH. 7ARROW DENOTES DIRECTION OF FLOW. 8 * DENOTES CHANGE IN ELEVATION REQUIRED AT THIS POINT. 9THIS DRAWING IS FOR SCHEMATIC USE ONLY. S-11 P1-26 TYP. S-11 P1-26P1-20 S-11 S1-1 S-10 P1-20 P1-20 P1-21 P1-22 P1-23 P1-24 P1-25 S-11 S1-1 A-D1 1 & 2 PL3.01 A-D1 FLOOR INLETS TYP. OF 15 4 PL3.01SKIMMER TYP. OF 12 3 PL3.01 S-11 S-12 S-11 S1-1 S-10 P1-20 P1-20 S-10 S1-1 P1-1 TYP. P1-24 P1-24 P1-24 P1-25 P1-25P1-26 P1-26 P1-26P1-25 P1-23 P1-23 P1-23 WALL INLET, TYP 5 PL3.01 4" CORRUGATED POLYETHYLENE PERFORATED PIPE, LOCATE AT UNDER SLAB DRAINAGE LAYER 4" CORRUGATED POLYETHYLENE SOLID PIPE, GRAVITY DRAIN TO OBSERVATION WELL OBSERVATION WELL 6 PL3.01 DATE ISSUE APRIL 10, 2014 BAY IBIGROUP- RCHITECTSA P.O.OXB 891209HOUSTON,EXAST 77289281.286.6605 455 MEDICAL ENTERC LVD,BE.TES 500 CHECKED DRAWN DATE BAY PROJECT NO:201232 Brooks and Sparks, Inc. Suite 900Houston, TX 77064Tel: 281-664-1900 Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N. 21020 Park Row Dr. Tel: 281-578-9595 STRUCTURAL Tel: 713-630-7300 MEP WALTER P MOORE Katy, TX 77449 Houston, TX 77010 1301 McKinney, Suite 1100 Fax: 281-578-9686 Fax: 713-630-7396 CIVIL CONSULTANTS Fax: 281-664-1912 04-10-2014BID SET Office 1205Dallas, TX 75234Tel: 972-919-6122 Water Technology Inc.3010 LBJ Freeway POOL Fax: 817-751-0553 SJC PROJECT NO:6803 2 1"= 1-'0" DRAIN SCHEDULE 1 NONE THIS SPACE NOT USED 13 NONE THIS SPACE NOT USED 12 NONE THIS SPACE NOT USED 11 NONE THIS SPACE NOT USED 17 NONE THIS SPACE NOT USED 16 NONE THIS SPACE NOT USED 15 NONE THIS SPACE NOT USED 14 NONE PL3.01 PIPING DETAILS FLOOR OUTLET NOTES 1.SUMP AND GRATE COVER SHALL CONFORM WITH ANSI/APSP-16 2011 OR ANY SUCCESSOR STANDARD. VERIFY GRATE DIMENSIONS AND OUTLET REQUIREMENTS WITH GRATE/SUMP MANUFACTURER PRIOR TO SUBMITTING SHOP DRAWINGS. 2.CONCRETE OUTLET WALLS AND FLOOR SHALL BE 8" THICK WITH #4 BARS @ 8" OC. 3.THE FIBERGLASS SUMP SHALL BE FABRICATED USING 8 OZ. OF FIBERGLASS MAT, MARINE QUALITY RESIN AND COLORED GEL COAT. THE GEL COAT IS ONLY APPLIED TO THE INSIDE OF THE SUMP. THE WALL THICKNESS IS APPROXIMATELY .19" +/- .01". 2" FRP WATERSTOP GLASSED ONTO SUMP. 4.AT CONTRACTOR'S OPTION, SUMP MAY HAVE BOTTOM OR SIDE OUTLET PIPE CONNECTION. 5.CONTRACTOR SHALL INCLUDE ALL POOL DRAIN/WINTERIZATION PIPE CONNECTIONS AS SHOWN ON PIPING DRAWINGS. SYNKOFLEX WATERSTOP, TYP ANSI/APSP-16 2011 OR ANY SUCCESSOR COVER/GRATE PVC SCH 80 COUPLINGS REQUIRED OUTLET PIPES, SEE PIPING PLANS PIPE CONNECTION LOCATION, SEE NOTE 4 FIBERGLASS SUMP WITH INTERGRAL PVC CURB ANGLE, SUPPLIED BY GRATE MANUFACTURER CENTER COLLECTION TUBE IN 18"x18"x24" DEEP 3/4" TO 1" CLEAR STONE HYDROSTATIC RELIEF VALVE AND COLLECTION TUBE AS SHOWN ON PLAN SEE DRAIN SCHEDULE AND PIPE PLANS 3 3/4" = 1'-0" NOTE: ADJUSTMENT BY CONTRACTOR SHALL BE NECESSARY ON SITE TO BALANCE FLOW 2" MIN TYP STEEL REINFORCEMENT SYNKOFLEX WATERSTOP HORIZONTAL FINISH NON-SHRINK NON-METALLIC GROUT SUPPLY PIPING SEE PLANS FLOOR INLET SWL STEEL REINFORCEMENT SYNKOFLEX WATERSTOP 45 MAX 3" MIN SUBMERGED FINISH SUPPLY PIPING, SEE PLANS WALL INLET THIS SPACE NOT USED 10 NONE 6 NONE THIS SPACE NOT USED 7 NONE THIS SPACE NOT USED 8 NONE THIS SPACE NOT USED 9 NONE 5 NONE 4 NONE DESIGN GRATE TOTAL OPEN AREA DESIGN POINT SYSTEM MAX GRATE IDDETAIL #DESIGN GRATE TOTAL DESIGN FLOW QTY WIDTH LENGTH OPEN AREA FLOW VELOCITY MAX ALLOWABLE FLOW PER GRATE FLOW PER GRATE VELOCITY (gpm)(ft)(ft)(in2)(in2)(gpm)(fps)(gpm)(gpm)(fps) A-D1 PL3.01-2 LAWSON AQUATICS: FI-SG-1854-24(F2)61721.50 4.50515 1030 308 0.19 2400 410 0.26 ------------ ------------ ------------ ------------ ------------ 7 PL1.01 SKIMMER TO PUMP SUCTION 2'-3" CONCRETE COVER 1'-5 1/2" PLAN 1'-3" POOL FINISH 1/8" CEMENT BOARD TO SPAN OPENING SECTION ELEVATION 4 x 4 W2.9 x W2.9 WWMDECK SWL STEGMEIER TILE EDGE IS NOT TO BE INSTALLED IN SKIMMER THROAT 7 1/2" SKIMMER SPECIFICATIONS 1. SURFACE SKIMMER SHALL CONSIST OF A PRECISION MOLDED CYCOLAC HOUSING WITH A HEAVY DUTY COMPRESSION MOLDED THERMOSETTING PHENOLIC BASE. 2. THE BASE SHALL INCORPORATE TWO 2" NPT THREADED APERTURE WHICH SHALL ENABLE TESTING OF PIPING FROM INSIDE THE SKIMMER AS WELL AS EXTERNAL PIPE CONNECTIONS TO PUMP. BASE SHALL BE AN INTEGRAL PART OF THE SKIMMER BODY. 3. A 10" DIA NON-CORROSIVE, HEAVY DUTY, NON-SLIP DECK PLATE AND FRAME SHALL BE PROVIDED FOR EASY ACCESS TO THE SKIMMER INTERIOR. THE FRAME SHALL BE MOLDED CYCOLAC AND SHALL INCORPORATE A FLANGE BELOW DECK LEVEL FOR KEYING INTO CONCRETE AND SHALL BE ADJUSTABLE TO PERMIT VARIATIONS IN HEIGHT AND ANGLE OF DECK IN RELATION TO THE SKIMMER BODY. THE ACCESS PLATE SHALL BE MOLDED CYCOLAC AND SHALL BE SECURED TO THE FRAME BY MEANS OF TWO SS SCREWS TO PREVENT VANDALISM. 4. THE SKIMMER THROAT SHALL HAVE AN INTEGRAL MOLDED WEIR STOP WITH A CUSHION ATTACHED. THE SKIMMER THROAT SHALL BE WITH AN 8" WIDE HEAVY DUTY MOLDED WEIR AND HINGE WHICH AUTOMATICALLY ADJUSTS TO VARIATIONS IN POOL WATER LEVEL, WITHIN A 4" RANGE. 5. A REMOVABLE 7 1/2" DIA x 5 1/8" DEEP SYNTHETIC DEBRIS BASKET SHALL BE PROVIDED IN THE SKIMMER BODY. 6. A REMOVABLE FLOAT VALVE HOUSING ASSEMBLY SHALL BE REMOVED AND DISCARDED. 7. AN ADJUSTABLE TRIMMER VALVE SHALL BE FITTED TO THE SKIMMER BASE TO PROVIDE AN ACCURATE FLOW ADJUSTMENT, THUS PERMITTING EQUALIZATION OF FLOW OF ALL SKIMMERS. 8. SURFACE SKIMMER SHALL BE SWIMQUIP MANUFACTURED BY STA-RITE INDUSTRIES, CATALOG #: 08650-1404, U-3 MOLDED ABS SKIMMER WITH WHITE LID, FRAME AND BASKET, 2" SLIP WITH 1 1/2" SLIP REDUCER. SOLVENT WELD THREADED PLUG INTO EQUALIZER CONNECTION NOTE: SKIMMER MUST BE POURED INTEGRAL WITH POOL WALL OBSERVATION WELL POOL WALL STRUCTURE, REFER TO TYP WALL DETAIL DECK LEVEL 12" CAP 4" CORRUGATED POLYETHYLENE PERFORATED AND WRAPPED WITH FILTER FABRIC SEE TYP POOL BASE DETAIL 14" x 14" DIAMOND TREAD MODEL #ZANB-1461-VP NICKEL BRONZE WITH SCORIATED VANDAL PROOF TOP BY ZURN INDUSTRIES (814-455-0921) TO BE FLUSH WITH DECK POOL WALL STRUCTURE, REFER TO TYP WALL DETAIL12" SCH 40 PVC PIPE P1A FM1A 6 PL4.00 BACKWASH HUB 7 PL4.00 10 PL4.01 PUMP PAD 4 PL4.00 FM2A F1A FM1A AF1A C1A FP1A CT2 AP1A CT1 CP1A S1A DATE ISSUE APRIL 10, 2014 BAY IBIGROUP- RCHITECTSA P.O.OXB 891209HOUSTON,EXAST 77289281.286.6605 455 MEDICAL ENTERC LVD,BE.TES 500 CHECKED DRAWN DATE BAY PROJECT NO:201232 Brooks and Sparks, Inc. Suite 900Houston, TX 77064Tel: 281-664-1900 Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N. 21020 Park Row Dr. Tel: 281-578-9595 STRUCTURAL Tel: 713-630-7300 MEP WALTER P MOORE Katy, TX 77449 Houston, TX 77010 1301 McKinney, Suite 1100 Fax: 281-578-9686 Fax: 713-630-7396 CIVIL CONSULTANTS Fax: 281-664-1912 04-10-2014BID SET Office 1205Dallas, TX 75234Tel: 972-919-6122 Water Technology Inc.3010 LBJ Freeway POOL Fax: 817-751-0553 SJC PROJECT NO:6803 FILTRATION PUMP INSTALLATION 2 NONE PL4.00 MECHANICAL PLAN AND DETAILS MECHANICAL EQUIPMENT SCHEDULE ID TAG DESCRIPTION QTY.BASIS OF DESIGN P1A FILTER PUMP1 MARLOW PUMP, EL4E1, 20 HP, 230/460 VOLT, 3 PHASE, 1750 RPM, 617 GPM @ 70' TDH, 4" SUCTION, 4" DISCHARGE, TEFC MOTOR, END SUCTION, CLOSE COUPLED, BRONZE FITTED, EPOXY COATED VOLUTE S1A STRAINER 1 NEPTUNE BENSON, INC., 8 x 4 ECCENTRIC REDUCING BASKET STRAINER, STAINLESS STEEL BODY, TRANSPARENT ACRYLIC LID, STAINLESS STEEL BASKET, PROVIDE WITH EXTRA STAINLESS STEEL BASKET F1A FILTER 2 NEPTUNE BENSON, INC., SHFFG SERIES, #4872, 48" DIAMETER FIBERGLASS TANK, 72" LENGTH, 55.4 SQUARE FEET OF TOTAL SURFACE AREA, 11.13 GPM/S.F. OF FILTER AREA, PROVIDE WITH DUAL LEVER STAINLESS STEEL LINKAGE, MANUALLY BACKWASH ONE TANK AT A TIME AF1A AUTOFILL 1 B.W. CONTROLS, #5200-LFI-N4 RELAY, #6012-KF3-RC ELECTRODE HOLDER, #6013-SS-X-C ELECTRODES, (1) ASCO 8221 SERIES,1.5", SLOW CLOSING BRASS BODY, BUNA "N" SEALS AND DISCS, NORMALLY CLOSED, WATERTIGHT ENCLOSURE. C1A CHEMICAL CONTROLLER 1 BECS TECHNOLOGY, BECSys5 CONTROLLER, CONTINUOUS MONITORING AND CONTROL, WITH SENSORS AND FLOW ASSEMBLY FOR pH RANGE 0-14, ORP RANGE -1000 TO + 1000mV, TEMPERATURE RANGE 0 TO 100 DEGREES C., FREE CHLORINE RANGE 0 TO 20 ppm, TOTAL CHLORINE RANGE 0 TO 20 ppm, CONDUCTIVITY SENSOR 0 TO 20,000 MICRO-MHOS AND TDS SENSOR 0 TO 10,000 PPM WITH FLOW CELL, FLOW RANGE 0 TO 2000 M3/HR (0 TO 8800 GPM), COMPUTER INTERFACE AND REQUIRED SOFTWARE WITH REQUIRED CONNECTING KITS. CP1A CHLORINE FEED PUMP 2 STENNER, SERIES 85M, #85M4, 3.0 TO 60.0 GALLONS PER DAY OUTPUT, 120 VOLTS, USE SODIUM HYPOCHLORITE FOR DISINFECTANT. PROVIDE WITH WEIGHTED FOOT STRAINER. CT1 CHLORINE STORAGE TANK 1 CHEM-TAINER INDUSTRIES, INC., DC SERIES DOUBLE WALL BULK STORAGE TANK, 350 GALLON, 52" DIAMETER, 56" HEIGHT, 8" MANWAY AP1A ACID FEED PUMP1 STENNER, SERIES 85M, #85M4, 3.0 TO 60.0 GALLONS PER DAY OUTPUT, 120 VOLTS, USE MURIATIC ACID FOR pH CONTROL. PROVIDE WITH WEIGHTED FOOT STRAINER. CT2 ACID STORAGE TANK -30 GALLON CARBOYS PROVIDED BY OWNER'S CHEMICAL SUPPLIER FM1A FLOW METER2 SIGNET 2551 MAG METER, INSERTION STYLE MAGNETIC FLOW SENSOR, MODEL #3-2551-P1-11. PROVIDE WITH FIELD MOUNT FLOW TRANSIMITTER (MODEL #3-9900-1), AND UNIVERSAL MOUNTING KIT (MODEL #3-8050). PROVIDE WITH -" DIAMETER PVC SADDLE INSERTION FITTING. FLOWMETER SHALL BE WALL MOUNTED. DESCRIPTION, DESIGN FLOW, PIPE SIZE MAIN, 617 GPM, 6" FP1A FLOW METER POWER SUPPLY 1 SIGNET 7300 POWER SUPPLY, MODEL#7300-7524, 115 VAC/24VDC, 300 mA POWER SUPPLY. POWER SUPPLIES TO BE FURNISHED WITH NEMA 4X ENCLOSURE. FM2A BACKWASH FLOW METER 1 BLUE-WHITE INDUSTRIES F-300 SERIES, ONE PIECE MACHINED ACRYLIC BODY, CORROSION RESISTANT INTERNAL PARTS, SCALE RANGE 5 TO 1900 GPM. MECHANICAL PLAN NOTE DIVISION 13 CONTRACTOR SHALL: 1 VERIFY EQUIPMENT PAD HEIGHT REQUIREMENTS FROM MANUFACTURER AND PROVIDE SHOP DRAWINGS TO POOL ENGINEER. 2 VERIFY ALL OPENINGS, PENETRATIONS, AND ELEVATIONS AND PROVIDE SHOP DRAWINGS TO POOL ENGINEER. 3COORDINATE ALL PIPING AND EMBEDMENTS WITH AFFECTED TRADES. 4REFER TO STRUCTURAL DRAWINGS FOR FUTURE CORED OPENINGS. 5REFER TO ARCHITECTURAL PLANS FOR ACTUAL ROOM DIMENSIONS AND FINISHED FLOOR ELEVATIONS. 6REFER TO PL1.02-2 FOR REINFORCEMENT AT PIPE PENETRATIONS. 7SUPPORT PIPES PER PL4.01-1 THRU 7. FILTRATION PUMP CURVE 5 NONE MECHANICAL PLAN 3 NONE 4 NONE THIS SPACE NOT USED 9 NONE 7 NONE 6 NONE THIS SPACE NOT USED 13 NONE THIS SPACE NOT USED 12 NONE THIS SPACE NOT USED 11 NONE THIS SPACE NOT USED 10 NONE NOTES: 1.PAD SIZE SHALL BE MIN INDICATED OR AS SHOWN ON THE PLANS OR AS INDICATED BY THE MANUFACTURER. 2.THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ALL THREAD ROD SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER/INSTALLING CONTRACTOR, ALL THREAD ROD SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE PAD IS BEING POURED. 3.EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS SPECIFIED OTHERWISE. EQUIPMENT BASES SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. SIZES AND LOCATIONS TO BE VERIFIED BY CONTRACTOR. 4.DO NOT ALLOW PUMP VOLUTE TO CARRY WEIGHT OF PIPING. PROVIDE SUPPORT FOR VOLUTE AS ILLUSTRATED ABOVE. SIMILARLY PROVIDE SUPPORT FOR PUMP SUCTION AND DISCHARGE PIPING WHILE ALLOWING FOR PUMP REMOVAL. PUMP PAD CONTRACTOR TO VERIFY RIGID CONDUIT PUMP MOTOR (SIZE VARIES) CONTRACTOR TO VERIFY HEIGHT OF HOUSEKEEPING PAD AS REQUIRED FOR EQUIPMENT BOLTS AND PIPING (4" MIN) MIN 18" FLEXIBLE CONDUIT SS HEX BOLT WITH WASHER AND UNISTRUT CLIP PUMP BASE (VERIFY WITH PUMP MANUFACTURER) PUMP VOLUTE (SEE NOTE #4) SS UNISTRUT FULL LENGTH OF PAD FOR EASE OF MOTOR PULLOUT FROM PUMP THREADED ROD - TO BE EPOXY ANCHORED INTO FLOOR A MIN OF 3" SUSPENDED SLAB OR SLAB ON GRADE - FOR THICKNESS SEE ARCHITECTURAL/STRUCTURAL PLANS CONSTRUCTION JOINT LEAVE ROUGH & CLEAN UNISTRUT CHANNEL SUPPORT FRAME UNISTRUT "PIPE BLOCK" BRACKET ON EACH SIDE OF VOLUTE PUMP DISCHARGE PIPING BUTTERFLY VALVE POOL DRAIN PIPING BUTTERFLY VALVE CONCENTRIC REDUCER COMPOUND GAUGE TO FILTER BACKWASH LINE ECCENTRIC REDUCER WITH 1/4" FPT GAUGE CONNECTION COMPOUND GAUGE BUTTERFLY VALVE HAIR AND LINT STRAINER, WITH 1/4" FPT GAUGE CONNECTION RIGID CONDUIT, BY OTHERS MIN 18" FLEXIBLE CONDUIT, BY OTHERS PUMP PAD END-SUCTION PUMP FLOW SUCTION PIPING POOL A DATA DESCRIPTION QTY UNITS POOL PERIMETER 200FEET WATER SURFACE AREA 2,092 SQUARE FEET POOL VOLUME 147,988 GALLONS CIRCULATION RATE 617 GPM TURNOVER/VOLUME/FLOW 240 MIN.147,988 GAL. FILTRATION RATE 11.13 PATRON LOAD 102 PERSONS MECHANICAL EQUIPMENT LIST 1 NONE FLOOR THE DRAIN LINE PIPE SIZE TO THE SANITARY OR STORM SEWER MUST BE DETERMINED BY THE CIVIL/MECHANICAL ENGINEER, BASED ON FLOW VELOCITY IN THE DRAIN PIPING. CUT THE TABLE SPECIFIES THE MIN RECOMMENDED DIA OF THE BACKWASH HUB. PROVIDE ADEQUATE HEIGHT FOR BACKWASH HUB ! REFER TO PLUMBING DRAWINGS FOR DETAILS AND PIPE CONTINUATION. BY DIVISION 15 CONTRACTOR BACKWASH LINE BY SECTION 13150 CONTRACTOR AIR GAP FILTER BACKWASH LINE SIZE RECOMMENDED BACKWASH HUB SIZE 1"4" 1.5"4" 2"6" 2.5"6" 3"8" 4"10" 6"12" 8"16" 10"20" 12"24" BACKWASH AIR GAP TO POOL OR WHIRLPOOL (FILL LINE) FROM POOL OR WHIRLPOOL (SENSOR LINE) FLOOR 120V/1PH/60 Hz RELAY 120V PLUMBING SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR (UNLESS OTHERWISE SPECIFIED) PLUMBING SUPPLIED AND INSTALLED BY POOL CONTRACTOR PROVIDE ADEQUATE HEIGHT FOR STANDPIPE OWE (VARIES) POTABLE HARD WATER CONNECTION (BY PLUMBING) BALL VALVE TYP (3) (BY PLUMBING) Y STRAINER (BY PLUMBING) 120V SOLENOID VALVE FURNISHED BY 13150 CONTRACTOR, INSTALLED BY PLUMBING 1 1/2" AUTO FILL LOOP (BY PLUMBING) ELECTRODE HOLDER SCH 80 PVC FLANGE ELECTRODES ADJUST IN FIELD AUTO FILL 6" PVC PIPE 4 PL4.00 THIS SPACE NOT USED 8 NONE DATE ISSUE APRIL 10, 2014 BAY IBIGROUP- RCHITECTSA P.O.OXB 891209HOUSTON,EXAST 77289281.286.6605 455 MEDICAL ENTERC LVD,BE.TES 500 CHECKED DRAWN DATE BAY PROJECT NO:201232 Brooks and Sparks, Inc. Suite 900Houston, TX 77064Tel: 281-664-1900 Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N. 21020 Park Row Dr. Tel: 281-578-9595 STRUCTURAL Tel: 713-630-7300 MEP WALTER P MOORE Katy, TX 77449 Houston, TX 77010 1301 McKinney, Suite 1100 Fax: 281-578-9686 Fax: 713-630-7396 CIVIL CONSULTANTS Fax: 281-664-1912 04-10-2014BID SET Office 1205Dallas, TX 75234Tel: 972-919-6122 Water Technology Inc.3010 LBJ Freeway POOL Fax: 817-751-0553 SJC PROJECT NO:6803 PL4.01 MECHANICAL DETAILS CEILING WALL DETAILS ARE TYP THRUST BRACING METHODS, AND NOT INCLUSIVE OF ALL SITE CONDITIONS. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF BRACING METHODS FOR APPROVAL. POST BASE, TYP STRUT STRUT CLAMP CARRIER PIPE TYP CEILING SUPPORT, SEE DETAILS WEDGE ANCHOR, TYP CORNER BRACE, TYP THRUST BRACING 2 NONE 1 NONE 4 NONE 5 NONE 8 NONE 11 NONE THIS SPACE NOT USED 19 NONE 14 NONE 15 NONE DETAILS ARE TYP THRUST BRACING METHODS, AND NOT INCLUSIVE OF ALL SITE CONDITIONS. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF BRACING METHODS FOR APPROVAL. WEDGE ANCHOR, TYP STRUT CEILING POST BASE CARRIER PIPE TYP CEILING SUPPORT, SEE DETAILS CORNER BRACE, TYP THRUST BRACING CEILING DETAILS ARE TYP THRUST BRACING METHODS, AND NOT INCLUSIVE OF ALL SITE CONDITIONS. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF BRACING METHODS FOR APPROVAL. CORNER BRACE WEDGE ANCHOR, TYP STRUT CORNER BRACE STRUT CLAMP CARRIER PIPE TYP CEILING SUPPORT, SEE DETAILS THRUST BRACING WALL DETAILS ARE TYP THRUST BRACING METHODS, AND NOT INCLUSIVE OF ALL SITE CONDITIONS. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF BRACING METHODS FOR APPROVAL. CORNER BRACE, TYP STRUT STRUT CLAMP CARRIER PIPE TYP CEILING SUPPORT, SEE DETAILS WEDGE ANCHOR, TYP THRUST BRACING CEILING PVC PIPE SCH 40 SCH 80 6080 100120140 4 1/24 1/242 1/22 1/2 54 1/242 1/22 1/2 5 1/254 1/232 1/2 5 1/25 1/2533 65 1/253 1/23 65 1/253 1/27 76 1/2643 1/2 77 6 43-1/2 7 1/276 1/24 1/24 8 1/287 1/254 1/2 98 1/285 4 1/2 109 8 1/25 1/25 11 1/210 1/2 9 1/26 1/25 1/2 6080 100120140 5 4 1/24 1/2 3 2 1/2 5 1/25432 1/2 65 1/253 1/23 665 1/23 1/23 6 1/265 1/23 1/23 1/2 76 1/2643 1/2 7 1/27 1/26 1/24 1/24 8 7 1/274 1/24 987 1/254 1/2 10 9 1/2965 11 10 1/2 9 1/26 1/2 5 1/2 12111076 12111076 NOM PIPE SIZE (IN) 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 6 8 10 12 MAX ALLOWABLE SUPPORT SPACING (IN FT) POOL PIPE SUPPORT NOTE 3 NONE 6 NONE 7 NONE 9 NONE THIS SPACE NOT USED 16 NONE THIS SPACE NOT USED 17 NONE THIS SPACE NOT USED 18 NONE THIS SPACE NOT USED 20 NONE 13 NONE CEILING CEILING ELEVATION VIEWSECTION VIEW NOTES: 1) DETAILS ARE TYP SUPPORT METHODS AND NOT INCLUSIVE OF ALL SITE CONDITIONS. 2) ALL PIPING SHALL BE RIGIDLY SUPPORTED LATERALLY AND VERTICALLY. SUPPORT SYSTEM SHALL PROVIDE ZERO MOVEMENT IN PIPING DURING ALL OPERATING CONDITIONS. 3) PROVIDE THRUST RESTRAINT AT ALL HORIZONTAL/HORIZONTAL, HORIZONTAL/VERTICAL, AND VERTICAL/HORIZONTAL CHANGES IN DIRECTION. 4) SEE SECTION 13150 SPECIFICATIONS FOR ADDITIONAL SUPPORT REQUIREMENTS AND MATERIALS 5) SEE PIPE SUPPORT TABLE ON DRAWINGS. STRUT THREADED ROD COUPLING WEDGE ANCHOR STRUT CLAMP NUTS AND WASHERS THREADED ROD PIPE SUPPORT CARRIER PIPE WALL SUPPORT CEILING SUPPORT CEILING NOTES: 1) DETAILS ARE TYPICAL SUPPORT METHODS AND NOT INCLUSIVE OF ALL SITE CONDITIONS. 2) ALL PIPING SHALL BE RIGIDLY SUPPORTED LATERALLY AND VERTICALLY. SUPPORT SYSTEM SHALL PROVIDE NO MOVEMENT IN PIPING DURING ALL OPERATING CONDITIONS. 3) PROVIDE THRUST RESTRAINT AT ALL HORIZONTAL/HORIZONTAL, HORIZONTAL/VERTICAL, AND VERTICAL/HORIZONTAL CHANGES IN DIRECTION. 4) SEE SECTION 13150 SPECIFICATIONS FOR ADDITIONAL SUPPORT REQUIREMENTS AND MATERIALS 5) SEE PIPE SUPPORT TABLE ON DRAWINGS. STRUT WEDGE ANCHOR WALL CARRIER PIPE STRUT CLAMP STRUT CLAMP WEDGE ANCHOR CARRIER PIPE STRUT PIPE SUPPORT 12 NONE -20 -30 60 -10 0 2010 50 30 40 Hg psi PRESSURE GAUGES SHALL BE INSTALLED BY MEANS OF DRILLING AND TAPPING PIPE TO BE MONITORED. THE GAUGE SHALL THEN BE THREADED INTO THE PIPE. PROVIDE WITH SNUBBER AND PET COCK. GAUGE MAY BE USED WHEREVER CRUCIAL VACUUM OR PRESSURE READINGS ARE ESSENTIAL. 4 1/2" SS CASED LIQUID FILLED PRESSURE GAUGES SHALL HAVE A DIAL RANGE PRESSURE OF 60psi AND VACUUM RANGE OF 30" Hg THE MINOR GRADUATIONS SHALL HAVE A PRESSURE OF 2psi AND VACUUM OF 2"Hg, 1/4" NPT AS MANUFACTURED BY WEKSLER, MARSH, WINTERS OR APPROVED EQUAL. GAUGE SNUBBER PETCOCK MODEL #A10, BRASS COMPOUND GAUGE TO CHEMICAL CONTROLLER INLET SUPPLY HEADER DRILL AND TAP HOST PIPE TUBV TUBC PVC PIPING CHEMICAL SAMPLING 3-8550-1 INDICATOR SPECIFICATIONS: OPERATING VOLTAGE: 12 - 24 VDC TRANSMITTER SHALL MEET APPROPRIATE CE, CSA AND UL STANDARDS. ACCURACY: +/- 0.5% OF READING @ 25 DEG. C DEVICE SHALL MEET NEMA 4X AND IP65 UNIT SHALL BE NEAR THE TRANSMITTER UTILIZING THE 3-8050 UNIVERSAL MOUNTING KIT DIMENSIONS: 3.8" SQUARE FACE PVC STRAP-ON SADDLE INSTALLATION FITTING SIGNET 2551-WITH PVDF SENSOR FLOW METER - SIGNET 2551 MAGMETER DISTANCE FROM ANY TURBULENCE POINT 10 PIPE DIA BEFORE DISTANCE FROM ANY TURBULENCE POINT 5 PIPE DIA AFTER FLOWFLOW A A NOTE: INSTALL PIPE SUCH THAT AIR CANNOT GET TRAPPED IN AREA OF SENSOR. DO NOT INSTALL IN PIPES WITH FLOW MOVING DOWNWARD OR IN HORIZONTAL SECTIONS OF PIPE THAT ARE HIGHER THAN ADJACENT HORIZONTAL PIPE. SECTION A-A HORIZONTAL PIPE - ELEVATION VIEW 4" THICK CONCRETE HOUSEKEEPING PAD PROVIDED BY SECTION 13150 CONTRACTOR STORAGE TANK SHALL BE DOUBLE WALL, LINEAR POLYETHYLENE, AND COMPLY WITH FDA REGULATION 21 CFR 177.1570 (c) 3.1 AND 3.2 CHLORINE FEEDER ADAPT FROM POLYTUBING TO SCH 80 PVC AT THIS POINTTRUE UNION CHECK VALVE TRUE UNION BALL VALVE CHLORINE SYSTEM ISOMETRIC SUCTION STRAINER WITH CERAMIC WEIGHT, SUPPLIED BY MANUFACTURER DUPLEX OUTLET INTERLOCKED WITH MAIN CHEMICAL CONTROLLER MOUNTED TO THE SIDE OR ABOVE FEED PUMPS DISCHARGE HEAD. FIELD COORDINATE WITH ELECTRICAL CONTRACTOR NOTE: MOUNT AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. ALL MOUNTING AND INSTALLATION MATERIALS AND HARDWARE TO BE CORROSION RESISTANT. SPILL RECOVERY LINE TO TANK SC H 80PV C NOTE: MOUNT AND INSTALL PER MANUFACTURERS RECOMMENDATIONS.ALL MOUNTING AND INSTALLATION MATERIALS AND HARDWARE TO BE CORROSION RESISTANT TRUE UNION BALL VALVE SECONDARY CONTAINMENT BASIN, 26"x 51"x 15" DEEP POLYETHYLENE CONSTRUCTION DUPLEX OUTLET INTERLOCKED WITH MAIN CHEMICAL CONTROLLER MOUNTED TO THE SIDE OR ABOVE FEED PUMPS DISCHARGE HEAD. FIELD COORDINATE WITH ELECTRICAL CONTRACTOR ACID FEEDER ADAPT FROM POLYTUBING TO SCH 80 PVC AT THIS POINT TRUE UNION CHECK VALVE POLYTUBING SIZE AS PROVIDED BY PUMP MANUFACTURER CARBOY BY CHEMICAL SUPPLIER ACID SYSTEM ISOMETRIC SPILL RECOVERY LINE TO TANK 14 PL4.01 TO PUMP 2" MALE ADAPTER VENT THROUGH EXTERIOR WALL 1/2" TEE HALF NIPPLE GLUED INTO 1/2" TEE 2" SPIG PLUG DRILL AND TAP FOR 1/2" NPT 1/2" SPIG x 3/8" FPT REDUCING BUSHING 3/8" OD POLY TUBING 1/2" SPIG x 3/8" FPT REDUCING BUSHING 3/8" TUBING x 3/8" MNPT COMPRESSION FITTING (NOT MODIFIED) 3/8" TUBING x 3/8" MNPT COMPRESSION FITTING (FIELD VERIFY SIZE) MODIFY TO ALLOW POLY TUBING TO BE SLIPPED THROUGH FITTING 3/8" OD POLY TUBING ACID DISTRIBUTION PIPING NOTE: FOR PIPING USE FASTITE CONNECTOR OR SIMILAR COMPRESSION FITTING. DRILL AND TAP PIPE HALF NIPPLE TUBV TUBE CONNECTION FASTITE CONNECTOR TUBV SCH 80 PVC PIPE TUBV TUBC FASTITE CONNECTOR TUBING LOOP DO NOT KINK CHEMICAL PUMP INJECTOR FEMALE ADAPTER, SCH 80, GLUE FEMALE ADAPTER TO ABUT (TOUCH) VALVE PIPE CHEMICAL INJECTION 7 1/8" 6 1/2" 4 3/4" 3 1/2" 1'-0 3/8" EFFLUENT INFLUENT (MIN. 0.9 GPM) CHECK VALVE FLOW SENSOR POSITIVE PRESSURE TUBV, TYP WS-RAK FLOW CELL SAMPLE CELL UUU SetPoints RelayMode LockScreen ResetFail/Safe EmergencyOff CHEMICAL CONTROLLER 10 NONE F1A F1A BACKWASH HUB P1-2 P1A S1A S1-1 COMPOUND GAUGE, TYP S-10 FILTRATION SYSTEMCHEMICAL SYSTEM P1-1 FM2A P1-1 FM1A 2 PL4.00 6 PL4.00 8 PL4.01 CHEMICAL INJECTION CP1A CT1 C-1 12 PL4.01 15 PL4.01 CHEMICAL INJECTION AP1A CT2 C-2 13 PL4.01 15 PL4.01 P1-1 TO AUTOFILL AF1A C1A CHEMICAL SAMPLING P1-3 P1-3 10 PL4.01 9 PL4.01 P1-20 FM1A P1-1 P1-1 11 PL4.01 7 PL4.00 4" POOL DRAIN PIPING DATE ISSUE APRIL 10, 2014 BAY IBIGROUP- RCHITECTSA P.O.OXB 891209HOUSTON,EXAST 77289281.286.6605 455 MEDICALENTERC LVD,BE.TES 500 CHECKED DRAWN DATE BAY PROJECT NO:201232 Brooks and Sparks, Inc. Suite 900Houston, TX 77064Tel: 281-664-1900 Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N. 21020 Park Row Dr. Tel: 281-578-9595 STRUCTURAL Tel: 713-630-7300 MEP WALTER P MOORE Katy, TX 77449 Houston, TX 77010 1301 McKinney, Suite 1100 Fax: 281-578-9686 Fax: 713-630-7396 CIVIL CONSULTANTS Fax: 281-664-1912 04-10-2014BID SET Office 1205Dallas, TX 75234Tel: 972-919-6122 Water Technology Inc.3010 LBJ Freeway POOL Fax: 817-751-0553 SJC PROJECT NO:6803 SCHEMATIC LEGEND 1 NONE PL5.10 POOL A SCUBA TRAINING POOL PIPING SCHEMATIC SYMBOL LEGEND PUMP PUMP WITH INTEGRAL STRAINER STRAINER REGENERATIVE MEDIA FILTER HIGH RATE SAND FILTER (HORIZONTAL) HIGH RATE SAND FILTER (VERTICAL) COMPACT SAND FILTER POOL HEATER HEAT EXCHANGER UV UNIT UV IN-LINE STRAINER CHEMICAL CONTROLLER CHEMICAL FEED PUMP PULSAR CHLORINE FEEDER PPG CHLORINE FEEDER CO2 FEEDER CHEMICAL STORAGE TANK CO2 STORAGE TANK AUTO FILL SURGE TANK VENTILATION FAN GEAR OPERATED BUTTERFLY VALVE LEVER OPERATED BUTTERFLY VALVE PNEUMATIC BUTTERFLY VALVE TRUE UNION BALL VALVE TRUE UNION CHECK VALVE ELECTRONIC MODULATING VALVE MODULATING FLOAT VALVE VENTURI SOLENOID VALVE CHECK VALVE WYE STRAINER CONCENTRIC REDUCER ECCENTRIC REDUCER FLANGED BREAK COMPOUND GAUGE THERMOMETER PRESSURE RELIEF VALVE EXPANSION JOINT FLOW SWITCH FLOW METER (SENSOR) FLOW METER DISPLAY (TRANSMITTER) FLOW METER POWER SOURCE SENSOR WELL PIPING SCHEDULE 3 NONE POOL MECHANICAL PIPING SCHEMATIC NOTES 1 SEE PL4.00 FOR EQUIPMENT LOCATIONS. 2SUPPORT PIPES PER DETAILS PL4.01-1 THRU 7. 3SEE DETAIL PL1.02-2 FOR REINFORCING AT PENETRATIONS. 4ARROWS DENOTE DIRECTION OF FLOW. 5 NOTE: THE INTENT OF THIS SCHEMATIC IS NOT TO BE INCLUSIVE OF ALL VALVES OR FITTINGS REQUIRED FOR THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ALL VALVES AND FITTINGS REQUIRED. 6 THIS DRAWING IS FOR SCHEMATIC USE ONLY! MECHANICAL PIPING SCHEMATIC 2 NONE POOL A PIPE SCHEDULE PIPE IDTYPENPSFLOWVELOCITY DESCRIPTION (in)(gpm)(fps) S1-1PVC SCH 8086174.4 MAIN DRAIN SUCTION P1-1PVC SCH 8066177.7 FILTER PUMP DISCHARGE P1-2PVC SCH 80 64205.3 FILTER BACKWASH P1-3PVC SCH 800.7500.0 CHEMICAL SAMPLING C-1PVC SCH 800.750 -CHLORINE INJECTION C-2PVC SCH 80 0.750 -ACID INJECTION P1-20 PVC SCH 80 6617 7.7 INLET SUPPLY S1-10PVC SCH 80 8617 4.4 SKIMMER SUCTION ----- ----- ----- ----- THIS SPACE NOT USED 4 NONE THIS SPACE NOT USED 5 NONE THIS SPACE NOT USED 6 NONE H G F E D C B. 3 B A 6 5. 2 5 4 3 3. 2 1. 8 1 B. 5 C. D. E. F. G. 6" ø RE F E R T O S H E E T 1 / P 2 . 0 1 FO R P I P I N G CO N T I N U A T I O N I N T H I S AR E A . SAN SA N STO RM STO RM TR A F F I C R A T E D CL E A N O U T 6" ø 6" ø O VERFLOW-AG STORM-AG OVERFLOW-AG STORM-AG ST O R M - A G OV E R F L O W - A G SA N SA N 8" ø 8" ø 8" ø DN - 1 OVERFLOW-AG 8" ø DN - 1 8" ø OV E R F L O W - A G 8" ø OVERFLOW-AG DN - 1 6" ø STORM 6" ø 8" ø 3" ø 2" ø 2" ø 2" ø 2 1 1 1 3 4 5 71 1 6 6 6 2" ø 3" ø 3" ø 4 5 11 12 10 9 10 9 5 11 14 13 6 6 6 6 3" ø 3" ø 11 5 EC O 6" ø 6" ø 2 3" ø 15 15 15 15 2" ø 2" ø 3" ø 4" ø 4" ø SAN-AG 7171 6 6 18 18 17 17 1 7 4" ø 4" ø 3" ø SA N - A G 6" ø 6" ø 6" ø EC O 4" ø 19 V V V 16 16 16 16 GW 6" ø EC O ECO ECO6"ø 6"ø SA N EC O 16 6" ø GW GW 20 20 6" ø 6" ø EC O 55 4 5 S Q . F T . 41 7 5 S Q . F T . 39 8 0 S Q . F T . 6" ø 44 8 0 S Q . F T . 50 9 0 S Q . F T . 59 9 0 S Q . F T . 3" ø EC O SA N SA N 16 AL L P I P E A N C H O R S , S U P P O R T S AN D A L L T H R E A D R O D S T O B E 3 1 6 ST A I N L E S S S T E E L - T Y P I C A L WH E R E E X P O S E D T O AT M O S P H E R E . MATCH LINE RE: P1.02 3" ø GAS 16 GA S 15 3" ø CW 16 SA N 20 8" ø 5 4(3 0 0 C F H @ 5 P S I ) WE L D E D P I P I N G 3/ 4 " ø WE L D E D P I P I N G 1 1 / 4 " ø (2 0 0 0 C F H @ 5 P S I ) 1 1 / 4 " ø (2 3 0 0 C F H @ 5 P S I ) 1 1 / 4 " ø 1 1 / 4 " ø (2 3 0 0 C F H @ 5 P S I ) 8" ø 8" ø 3" ø 19 6 6 7 1 1 / 4 " ø 1 SA N 16 6" ø 4" ø PLUMBING KEYED NOTES 2" VENT UP.4" SANITARY LINE FROM ABOVE. ROUTE TIGHT TO COLUMN.ROUTE 8" STORM PIPE TIGHT TO COLUMN.8" STORM FROM ABOVE.8" STORM OVERFLOW FROM ABOVE.3" SANITARY FROM ABOVE.WASTE FROM CLEANOUT ABOVE.ROUTE 4" STORM PIPE TIGHT TO COLUMN.ROUTE 6" STORM PIPE DOWN EXTERIOR COLUMN, TERMINATE 6" ABOVE GRADE.ROUTE 6" STORM OVERFLOW PIPE DOWN EXTERIOR COLUMN, TERMINATE 6" ABOVE GRADE.6" STORM FROM ABOVE.6" STORM OVERFLOW FROM ABOVE.ROUTE 8" STORM PIPE DOWN EXTERIOR COLUMN, TERMINATE 6" ABOVE GRADE.ROUTE 8" STORM OVERFLOW PIPE DOWN EXTERIOR COLUMN, TERMINATE 6" ABOVE GRADE.ROUTE ALL OVERHEAD PIPING TIGHT TO UNDER STRUCTURE.REFER TO SHEET P1.00 FOR PIPING CONTINUATION.NOT USED.4" WASTE FROM ABOVE.ROUTE 3" SANITARY DOWN AND TIGHT TO COLUMN TO BELOW GRADE.PROVIDE HEAT TRACE ON 6" PVC LINE. PROVIDE RAYCHEM XL-ERATE OR APPROVED EQUAL.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Houston, Texas 77064 (281) 664-1900ALMANSARSHALLNGINEERING, INC.10930 W. Sam Houston Parkway N., Suite 900 REGISTRATION # F-4111EMKHOUSTON | DALLAS/FT. WORTH | BATON ROUGE24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P1.01 Plumbing First Floor Plan - Area "A"201232 04-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 / 8 " = 1 ' - 0 " 1 Pl u m b i n g F i r s t F l o o r P l a n - A r e a " A " 3.2.CONTRACTOR SHALL COORDINATE ROUTING OF PIPING IN CEILING SPACES WITH MECHANICAL AND ELECTRICAL EQUIPMENT, DUCTWORK AND CONDUIT. SHOULD A CONFLICT OCCUR THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO INSTALLING AN ALTERNATE PIPING CONTRACTOR TO FIELD VERIFY AS NECESSARY THE EXACT ROUTING AND SIZES OF ALL PIPING.PLAN.1.GENERAL NOTES ALL WORK, METHODS AND INSTALLATIONS INVOLVED IN THE PLUMBING DESIGN SHALL BE IN ACCORDANCE WITH THE CITY BUILDING CODE AND INSPECTION REGULATI0NS AND ALL OTHER OFFICIALS HAVING JURISDICTION.4.CONTRACTOR TO MAKE FINAL CONNECTION TO FOOD SERVICE EQUIPMENT. COORDINATE SIZE AND LOCATION OF ALL CONNECTIONS WITH EQUIPMENT PROVIDER. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT.FIRE SPRINKLER NOTE:SPRINKLER SYSTEM FOR THIS BUILDING, TO COMPLY WITH SPACE LAYOUT, NFPAPROVIDE DRAWINGS AND HYDRAULIC CALCULATIONS FOR AN AUTOMATIC FIRELICENSED SPRINKLER ENGINEER OR LICENSED SPRINKLER CONTRACTOR, TO 13, ALL STATE AND LOCAL CODE REQUIREMENTS. ALL EXPOSED SPRINKLERLINES TO BE COORDINATED WITH ARCHITECT. REFER TO SPECIFICATIONS FORADDITIONAL INFORMATION.4/23/14Addendum 31 1 H G F E D C B. 3 B A 6 5. 2 5 4 3 3. 2 1. 8 1 B. 5 C. D. E. F. G. RE C Y C L E / ST O R A G E - 6" ø RE F E R T O S H E E T 1 / P 2 . 0 1 FO R P I P I N G CO N T I N U A T I O N I N T H I S AR E A . SAN SA N STO RM STO RM PO O L E Q P M T . ST O R A1 0 4 MA I N T . S T O R . A1 0 3 EQ P M T . S T O R . A1 0 5 WO M E N ' S DR E S S I N G A1 0 7 TR A F F I C R A T E D CL E A N O U T 6" ø 6" ø O VERFLOW-AG STORM-AG OVERFLOW-AG STORM-AG ST O R M - A G OV E R F L O W - A G SA N SA N 8" ø 8" ø 8" ø DN - 1 OVERFLOW-AG 8" ø DN - 1 8" ø OV E R F L O W - A G 8" ø OVERFLOW-AG DN - 1 6" ø STORM 6" ø 8" ø 3" ø 2" ø 2" ø 2" ø 2 1 1 1 3 4 5 71 1 6 6 6 2" ø 3" ø 3" ø 4 5 11 12 10 9 10 9 5 11 14 13 6 6 6 6 3" ø 3" ø 11 5 EC O 6" ø 6" ø 2 3" ø 15 15 15 15 2" ø 2" ø 3" ø 4" ø 4" ø SAN-AG 7171 6 6 18 18 17 17 1 7 4" ø 4" ø 3" ø SA N - A G 6" ø 6" ø 6" ø EC O 4" ø 19 V V V 16 16 16 16 GW 6" ø EC O ECO ECO6"ø 6"ø SA N EC O 16 6" ø GW GW 20 20 6" ø 6" ø EC O 55 4 5 S Q . F T . 41 7 5 S Q . F T . 39 8 0 S Q . F T . 6" ø 44 8 0 S Q . F T . 50 9 0 S Q . F T . 59 9 0 S Q . F T . 3" ø EC O SA N SA N 16 ST O R . 2 A1 0 8 ST O R . 1 A1 0 9 AL L P I P E A N C H O R S , S U P P O R T S AN D A L L T H R E A D R O D S T O B E 3 1 6 ST A I N L E S S S T E E L - T Y P I C A L WH E R E E X P O S E D T O AT M O S P H E R E . MATCH LINE RE: P1.02 3" ø GAS 16 GA S 15 3" ø CW 16 SA N 20 8" ø 5 4(3 0 0 C F H @ 5 P S I ) WE L D E D P I P I N G 3/ 4 " ø WE L D E D P I P I N G 1 1 / 4 " ø (2 0 0 0 C F H @ 5 P S I ) 1 1 / 4 " ø (2 3 0 0 C F H @ 5 P S I ) 1 1 / 4 " ø 1 1 / 4 " ø (2 3 0 0 C F H @ 5 P S I ) 8" ø 8" ø 3" ø 19 6 6 7 1 1 / 4 " ø 1 SA N 16 6" ø 4" ø PLUMBING KEYED NOTES 2" VENT UP.4" SANITARY LINE FROM ABOVE. ROUTE TIGHT TO COLUMN.ROUTE 8" STORM PIPE TIGHT TO COLUMN.8" STORM FROM ABOVE.8" STORM OVERFLOW FROM ABOVE.3" SANITARY FROM ABOVE.WASTE FROM CLEANOUT ABOVE.ROUTE 4" STORM PIPE TIGHT TO COLUMN.ROUTE 6" STORM PIPE DOWN EXTERIOR COLUMN, TERMINATE 6" ABOVE GRADE.ROUTE 6" STORM OVERFLOW PIPE DOWN EXTERIOR COLUMN, TERMINATE 6" ABOVE GRADE.6" STORM FROM ABOVE.6" STORM OVERFLOW FROM ABOVE.ROUTE 8" STORM PIPE DOWN EXTERIOR COLUMN, TERMINATE 6" ABOVE GRADE.ROUTE 8" STORM OVERFLOW PIPE DOWN EXTERIOR COLUMN, TERMINATE 6" ABOVE GRADE.ROUTE ALL OVERHEAD PIPING TIGHT TO UNDER STRUCTURE.REFER TO SHEET P1.00 FOR PIPING CONTINUATION.NOT USED.4" WASTE FROM ABOVE.ROUTE 3" SANITARY DOWN AND TIGHT TO COLUMN TO BELOW GRADE.PROVIDE HEAT TRACE ON 6" PVC LINE. PROVIDE RAYCHEM XL-ERATE OR APPROVED EQUAL.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P1.01 Plumbing First Floor Plan - Area "A"201232 04-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 / 8 " = 1 ' - 0 " 1 Pl u m b i n g F i r s t F l o o r P l a n - A r e a " A " 1.GENERAL NOTES R P N M L K J H 6 5 3. 2 1 J. 3 J. 5 K. 5 RN RP RQ R55.4 R4 R3 R2 R1 6" ø 3" ø FIRE CW RE F E R T O C I V I L D R A W I N G S FO R P I P I N G C O N T I N U A T I O N . RE F E R T O C I V I L D R A W I N G S FO R P I P I N G C O N T I N U A T I O N . GW EC O 4" ø6" ø 4" FS - 2 ST O R . B1 0 1 EL E V . B1 0 2 LO B B Y B1 0 3 SA N STORM O V E R F L O W RO U T E 8 " S T O R M O V E R F L O W PI P E D O W N E X T E R I O R C O L U M N , TE R M I N A T E 6 " A B O V E G R A D E . RO U T E 6 " S T O R M P I P E D O W N EX T E R I O R C O L U M N , TE R M I N A T E 6 " A B O V E GR A D E . 6" ø 6" ø OVERFLOW STORM RO U T E 6 " S T O R M P I P E D O W N EX T E R I O R C O L U M N , TE R M I N A T E 6 " A B O V E G R A D E . RO U T E 6 " S T O R M O V E R F L O W PI P E D O W N E X T E R I O R C O L U M N , TE R M I N A T E 6 " A B O V E G R A D E . 6" ø 6" ø O V E R FL O W S T O R M RO U T E 6 " S T O R M P I P E D O W N EX T E R I O R C O L U M N , TE R M I N A T E 6 " A B O V E G R A D E . RO U T E 6 " S T O R M O V E R F L O W PI P E D O W N E X T E R I O R C O L U M N , TE R M I N A T E 6 " A B O V E G R A D E . 6" ø OVERFL OW-AG ST ORM DN - 1 OVERFLOW-AG6" ø STORM 6" ø 6" ø RO U T E 6 " S T O R M P I P E D O W N EX T E R I O R C O L U M N , TE R M I N A T E 6 " A B O V E G R A D E . RO U T E 6 " S T O R M O V E R F L O W PI P E D O W N E X T E R I O R C O L U M N , TE R M I N A T E 6 " A B O V E G R A D E . 1112 4" ø 4" ø 3" ø 3" ø 3" ø 3" ø 4" ø GW 3" ø 3" ø 3" ø 14 1 7 3" ø 2" ø 3" ø 2" ø 17 15 3" ø 4" ø 4" ø 3" ø 1 14 7 14 4" ø 4" ø 17 15 4" ø 7 4" ø 1517 14 1 4" ø 1514 18 1717 15 14 14 14 14 1 19 14 14 7 1 20 21 SP - 1 4" ø FC O 6" ø 6" ø 6" ø 6" ø DN - 1 RE F E R T O C I V I L D R A W I N G S FO R P I P I N G C O N T I N U A T I O N . 15 V SAN -AG 3" ø 6" ø 3" ø 3" ø 3" ø 7 14 14 1 1 1 14 22 4" FS - 2 OS - 1 23 SA N 12 11 12 11 11 12 11 12 19 7 SA N - A G 3" ø V 61 12 11 EC O SA N GW 24 24 GW SAN 3" ø 6" ø 2 3 EC O 6" ø EC O 6" ø 48 1 0 S Q . F T . 48 1 0 S Q . F T . 19 3 0 S Q . F T . 21 5 5 S Q . F T . 30 0 5 S Q . F T . IE = 1 ' - 6 " B F F ST A R T I N G IE = 1 ' - 6 " B F F ST A R T I N G 40 2 3 S Q . F T . 26 2 9 SQ . F T . 6" ø SA N-AG MATCH LINE RE: P1.01 3" ø 3" ø 14 3" ø 4" ø 1 2 PLUMBING KEYED NOTES 2" VENT UP.4"GREASE WASTE FROM ABOVE. ROUTE TIGHT TO COLUMN.NOT USED.NOT USED.NOT USED.2" SANITARY FROM ABOVE.WASTE FROM CLEANOUTS ABOVE.NOT USED.NOT USED.NOT USED.6" STORM FROM ABOVE.6" STORM OVERFLOW FROM ABOVE.NOT USED.3" SANITARY LINE FROM ABOVE.3" VENT UP.NOT USED.4" GREASE WASTE FROM ABOVE.4" SANITARY FROM ABOVE. ROUTE TIGHT TO COLUMN. CONNECT 4" SANITARY FROM KITCHEN IN VERTICAL, PRIOR TO ROUTING BELOW GRADE.4" SANITARY FROM ABOVE.3" DOMESTIC COLD WATER ENTRY. 258 TFU'S =103 GPM PEAK DEMAND LOAD, WITH A SUGGESTED WATER METER SIZE OF 2".6" FIRE ENTRY. ROUTED UP TO SECOND FLOOR. REFER TO SHEET 1/P1.04 FOR PIPING CONTINUATION.REFER TO ELEVATOR PIT SUMP PUMP DETAIL 11/P4.01.REFER TO ELEVATOR OIL SEPARATOR DETAIL 12/P4.01.PROVIDE HEAT TRACE ON UNDERSIDE OF 6"SEWER LINE. PROVIDE RAYCHEM123456789101112131415161718192021222324 EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P1.02 Plumbing First Floor Plan - Area "B"201232 04-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 / 8 " = 1 ' - 0 " 1 Pl u m b i n g F i r s t F l o o r P l a n - A r e a " B " REF. F.E.C.H G F E D C B. 3 B A 6 5. 2 5 4 3. 2 1. 8 B. 5 C. D. E. F. G. CO R R A2 0 7 CLASSROOM A201 CL A S S R O O M A2 0 2 SI M U L A T O R - A A2 2 4 SI M U L A T O R - B A2 2 3 CORR A222ADMINB200-CSR. ADMIN B200-B SR . A D M I N . A2 0 0 - K IN S T R U C T O R BR E A K R O O M A2 1 6 OF C . A2 0 0 - J OF C . A2 0 0 - H OF C . A2 0 0 - G OF C . A2 0 0 - F OF C . A2 0 0 - E OF C . A2 0 0 - D OF C . A2 0 0 - C OF C . A2 0 0 - B OF C . A2 0 0 - A CL A S S R O O M A2 1 5 OF C . A2 0 0 - X OF C . A2 0 0 - V OF C . A2 0 0 - U OF C . A2 0 0 - T OF C . A2 0 0 - S OF C . A2 0 0 - R CO P Y R O O M A2 1 7 AD M I N A2 0 0 - P ADMIN A200-NADMINA200-M BR I E F / D E B R I E F A2 3 5 SI M U L A T I O N SU I T E A2 3 6 SI M U L A T O R - C A2 3 7 SI M U L A T I O N CO N T R O L A2 3 4 DA T A C E N T E R A2 3 3 EN G I N E E R I N G SI M U L A T O R A2 3 2 EN G I N E E R I N G LA B A2 3 1 AD V . N A V I G A T I O N LA B A2 1 4 CU S T . A2 2 8 ME C H A2 3 0 CL A S S R O O M A2 2 6 ST O R . A2 2 5 GM D S S / L N G L A B A2 2 7 CO R R A2 1 3 CL A S S R O O M A2 0 6 AD V . N A V I G A T I O N LA B A2 0 5 EN G I N E E R I N G LE C T . A2 0 4 EN G I N E E R I N G LE C T . A2 0 3 RE F E R T O S H E E T 2 / P 2 . 0 1 FO R P I P I N G C O N T I N U A T I O N IN T H I S A R E A . RE F E R T O S H E E T 1 / P 2 . 0 2 FO R P I P I N G C O N T I N U A T I O N IN T H I S A R E A . 2" ø 2" ø 2" ø 3" ø CW CW CW 3/ 4 " ø 1" ø HW 8" ø 8" ø 3" ø 3" ø 6" ø 6" ø ST O R M OV E R F L O W OV E R F L O W ST O R M OV E R F L O W ST O R M 6" ø 6" ø 6 3 3 6 2 6 4 4 2 2 5 5 5 5 5 1 3"ø MATCH LINE RE: P1.04 RE F E R T O S H E E T 2 / P 2 . 0 3 FO R P I P I N G CO N T I N U A T I O N I N T H I S AR E A . 2" ø 1 1 / 2 " ø ST U D E N T S T U D Y A2 1 2 8" ø 8" ø OV E R F L O W ST O R M 6 3 5 PLUMBING KEYED NOTES 2" VENT UP.6" STORM FROM ABOVE.8" STORM FROM ABOVE.8" STORM OVERFLOW FROM ABOVE.REFER TO SHEET P1.01 FOR PIPING CONTINUATION.6" STORM OVERFLOW FROM ABOVE.1 2 3 4 5 6 EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P1.03 Plumbing Second Floor Plan - Area "A"201232 04-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 / 8 " = 1 ' - 0 " 1 Pl u m b i n g S e c o n d F l o o r P l a n - A r e a " A " R P N M L K J H 6 5 3. 2 1 J. 3 J. 5 K. 5 RN RP RQ R55.4 R4 R3 R2 R1 DI N I N G R O O M B2 2 3 RE C E P T . B2 1 5 CL O S E T B2 1 6 ST . S V C S B2 1 7 N. L O B B Y B2 1 4 ME C H B2 1 0 EL . E Q . B2 1 2 EL E V . B2 1 3 MU L T I - P U R P O S E - C B2 1 9 MU L T I - P U R P O S E - B B2 2 0 MU L T I - P U R P O S E - A B2 2 1 S. L O B B Y B2 2 2 CL A S S R O O M B2 0 1 CL A S S R O O M B2 0 2 CL A S S R O O M B2 0 3 RC P T . B2 0 0 - A EX E C U T I V E C O N F . B2 0 6 SR . A D M I N B2 0 0 - B DI R E C T O R A2 0 0 - L AD M I N A2 0 0 - M 3" ø CW CW RE F E R T O S H E E T 2/ P 2 . 0 2 F O R P I P I N G CO N T I N U A T I O N . IN T H I S A R E A . RE F E R T O S H E E T 1/ P 2 . 0 3 F O R P I P I N G CO N T I N U A T I O N . IN T H I S A R E A . HW 1 1 / 2 " ø 1 1 / 2 " ø 1 1 / 2 " ø 2" ø 2" ø 3" ø 1" ø 6" ø 6" ø OV E R F L O W ST O R M 6" ø 6" ø OV E R F L O W ST O R M 6" ø 6" ø OV E R F L O W ST O R M 6" ø 6" ø 6" ø ST O R M OV E R F L O W 5 2 3 2 2 3 OVERFLOW S TOR M 4 5 2 4 6" ø 6" ø 6" ø 6" ø OV E R F L O W ST O R M 2 4 6 6 6 6 6 6 1 3/ 4 " ø 3" ø UN D E R C O U N T E R RE F R I G E R A T O R GA L L E Y B2 2 6 MATCH LINE RE: P1.04 PLUMBING KEYED NOTES ROUTE 3/4" COLD WATER DOWN WALL AND OVER TO SERVE COFFEE MAKER.6" STORM FROM ABOVE.6" STORM OVERFLOW FROM ABOVE.6" STORM FROM ABOVE.6" STORM OVERFLOW FROM ABOVE.REFER TO SHEET P1.02 FOR PIPING CONTINUATION.1 2 3 4 5 6 EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P1.04 Plumbing Second Floor Plan - Area "B"201232 04-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 / 8 " = 1 ' - 0 " 1 Pl u m b i n g S e c o n d F l o o r P l a n - A r e a " B " REF. F.E.C. F. E . C . F.E.C. F.E.C.H G F E D B. 3 B A 6 5. 2 4 3. 2 1. 8 1 B. 5 C. D. E. F. G. RD - 1 RD - 2 RD - 1 RD - 2 RD - 1 RD - 2 RD - 1 RD - 2 RD - 1 RD - 2 RD - 1 RD - 2 4" V T R 55 4 5 S Q . F T . 41 7 5 S Q . F T . 39 8 0 S Q . F T . 44 8 0 S Q . F T . 50 9 0 S Q . F T . 59 9 0 S Q . F T . 2" V T R 2" V T R 4" V T R 2" V T R MATCH LINE RE: P1.06 EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P1.05 Plumbing Roof Plan - Area "A"201232 04-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 / 8 " = 1 ' - 0 " 1 Ro o f P l a n - A r e a " A " R P N M L K J H 6 3. 2 1 J. 3 J. 5 K. 5 RN RP R55.4 R4 R2 R1 RD - 1 RD - 2 RD - 1 RD - 2 RD - 1 RD - 2 48 1 0 S Q . F T . 19 3 0 S Q . F T . 21 5 5 S Q . F T . RD - 1 RD - 2 30 0 5 S Q . F T . RD - 1 RD-2 40 2 3 S Q . F T . RD - 1 RD - 2 53 5 S Q . F T . 56 0 S Q . F T . RD - 1 RD - 2 RD - 2 RD - 1 76 5 S Q . F T . RD - 2 RD - 1 81 0 S Q . F T . 26 2 9 S Q . F T . RD - 1 RD - 2 3" V T R 2" V T R 1 1 1 1 OP E N T O B E L O W MATCH LINE RE: P1.05 PLUMBING KEYED NOTES ROUTE PRIMARY AND SECONDARY OVERFLOW PIPING THROUGH FASCIA AND ONTO MAIN ROOF.REFER TO SHHET 7/P4.02 FOR DOWNSPOUT CONNECTION. REFER TO ARCHITECTUAL SHEET 2/A6.02 FOR DOWNSPOUT CONTINUATION ONTO MAIN ROOF.1 EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P1.06 Plumbing Roof Plan - Area "B"201232 04-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 / 8 " = 1 ' - 0 " 1 Ro o f P l a n - A r e a " B " F.E.C. C B 4 3 B. 5 C. RE C Y C L E / ST O R A G E - ?? WC - 2 U- 2 L- 2 L- 2 L- 1 L- 1 SH - X 2 SH-X2 SA N CW HW 2" COLD WATER AND 1-1/2"HOT WATER DOWN FROM SECOND FLOOR. ROUTE OVER TO PLUMBING FIXTURES 2"ø 3" FD - 1 3" FD - 1 3/4"ø PO O L E Q P M T . ST O R A1 0 4 MAINT. STOR.A103 EQ P M T . S T O R . A1 0 5 M. H E A D A1 0 1 W. HEAD A102 WOMEN'S DRESSING A107 ME N ' S D R E S S I N G A1 0 6 DF-1 WH - 1 6" ø WC - 2 WC - 1 WC - 1 WC - 1 3" FD - 1 3"FD-1 WC O EC O 2" ø 3"ø 3"ø3"ø 4" ø 2" ø 2" ø 2" ø 4" ø 3" ø 1 1 / 4 " ø ECO FC O SAN SAN-AG 2" ø 2" ø 3" ø WC O PR O V I D E I N L I N E W A L L CL E A N O U T S , S H O W N OF F S E T F O R C L A R I T Y PU R P O S E S . 2" ø 2" ø 2" ø 2" ø 2" ø 3" ø 3" ø 2" ø 2" ø V V SA N SA N 3/4"ø 2"ø 2"ø 3"ø 2"ø 3"ø2"ø3/4"ø 2"ø V V 3" FS - 3 3" ø EE W S - 1 4" FS - 3 6 6 1 1 6 3" ø 2" ø EC O 6 6 11 6 12 1 6 41515 1 5 1 51 2 7 6 1 4 4" ø SA N 6 HB - 1 3" ø 2" ø 2"ø GA S 4" ø CW 3/ 4 " ø 3/ 4 " ø 1 1 / 4 " ø 3/ 4 " ø 3/ 4 " ø 1 1 / 4 " ø 1 1/4"ø 1 1/4"ø 3 4" ø 4" ø 3" ø 1 1/2"øSH-X1 SH-X1SH-X1 SH-X1 SH-X1CW SH - X 1 SH - X 1 SH - X 1 SH - X 1 SH - X 1 14 3" ø CW 15 SA N 8" ø 4" ø 3" ø 1 1 / 4 " ø 16 3" ø HB - 1 5 1 5 1 3" ST O R . 1 A1 0 9 ST O R . 2 A1 0 8 WD 6" 6" 1 SA N 3"ø 6" ø 8" S E W E R F O R P O O L B A C K W A S H . CO N N E C T I O N S H A L L B E H A R D E D PI P E D . R E F E R T O S H E E T P 1 . 0 0 FO R P I P I N G C O N T I N U A T I O N . C B A 3 B. 5 C. WC - 2 WC - 2 WC - 1 WC - 1 L- 4 L- 3 L- 4 L- 3 3" FD - 1 3" FD - 1 U- 1 U- 2 ED F - 1 ED F - 1 MA I N M E C H A2 0 9 W. H E A D A2 1 1 M. H E A D A2 1 0 3/ 4 " ø 3/ 4 " ø 2" ø 2" ø 2" ø 2" ø 2" ø CW 2" ø 3/ 4 " ø 3/ 4 " ø HW 1 1 / 2 " ø RO U T E 2 " C O L D W A T E R A N D 1 - 1 / 2 " HO T W A T E R D O W N T O F I R S T F L O O R . ST U D E N T S T U D Y A2 1 2 CO R R A2 0 7 8" ø 8" ø WC O 3" FS - 2 3" FS - 2 WC O 3" FS - 2 4" ø V 2" ø WC O 3" ø 3" ø 2" ø 4" ø 4" ø 4" ø 4" ø 3/ 4 " ø 2" ø V GA S G E N E R A T O R 8 1011 ST O R M OV E R F L O W 2" ø 2" ø 2" ø 2" ø 2" ø 9 2" ø V 3" FS - 2 3" FD - 2 CW CH I L L E R FU T U R E C O O L I N G TO W E R O U T L I N E CO O L I N G T O W E R 2" BF P - 1 F O R CO O L I N G T O W E R , MO U N T E D O N W A L L AT 4 8 " A . F . F . (2 ) 1 " BF P - 1 , F O R CH I L L E R S . M O U N T E D O N WA L L A T 5 ' - 0 " A N D 3 ' - 6 " A. F . F . CH I L L E R HB - 1 3/ 4 " ø CH I L L W A T E R P U M P 2" ø 1313 CW HW CH E M I C A L T R E A T M E N T 1" BF P - 1 F O R CH E M I C A L TR E A T M E N T , M O U N T E D ON W A L L A T 5 ' - 0 " . 3/ 4 " ø (9 4 5 C F H @ 8 O Z . ) 3" FS - 2 3" FS - 2 3" FS - 2 3" FS - 2 3" FS - 2 PLUMBING KEYED NOTES 2" VENT UP.3" VENT UP.4" VENT UP.WASTE FROM CLEANOUT ABOVE.2" WASTE FROM ABOVE.3" WASTE FROM ABOVE.4" WASTE FROM ABOVE.4" VENT THROUGH ROOF.2" VENT THROUGH ROOF.8" STORM FROM ABOVE.8" OVERFLOW FROM ABOVE.4" WASTE DOWN FROM SECOND FLOOR.COOLING TOWER DRAIN PIT. REFER TO SHEET 12/P4.02 FOR DETAIL.ROUTE 3/4" COLD AND HOT WATER DOWN TO SERVE WASHING MACHINE. REFER TO SHEET 3/P2.03 FOR TYPICAL WASHER-EXTRACTOR PIPING.3" COLD WATER FILL LINE FOR POOL EQUIPMENT. COORDINATE WITH POOL SUPPLIER PRIOR TO INSTALLTION.ROUTE 1-1/4" COLD WATER DOWN TO EEWS-1.REFER TO SHEET 14/P4.02 FOR PIPING DETAIL.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P2.01 Enlarged Floor Plans20123204-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 / 4 " = 1 ' - 0 " 1 En l a r g e d F l o o r P l a n - W 9 8 & M 9 9 1 / 4 " = 1 ' - 0 " 2 En l a r g e d F l o o r P l a n - W . H E A D A 2 1 1 , M . HE A D A 2 1 0 & M a i n M e c h 8 0 REF.F 6 W. HEAD A218 M. H E A D A2 1 9 OF C . A2 0 0 - J INSTRUCTOR BREAKROOM A216 COPY ROOM A217 ST O R . A2 2 0 OF C . A2 0 0 - H L- 2 WC-2 WC - 2 3"FD-1 3" FD - 1 SK-1 RV B - 1 IWH-1 LOCATED UNDER SINK TM V - 1 1 1 / 2 " ø 1 1/2"ø 3"ø3/4"ø 3" ø CW CWL-2CWV2"ø IW H - 1 TMV-1 TM V - 2 2" ø 3"ø WC O WCO 2"ø2"ø 1 2 3 3/4"ø 4 4 3" ø 3"ø9 9 M L K 6 J. 5 K. 5 R5 5. 4 R4 R3 R2 R1 M. H E A D B2 0 9 W. H E A D B2 0 7 ME C H B2 1 0 EL . E Q . B2 1 2 EL E V . B2 1 3 WA S T E B2 1 1 WC - 2 WC - 2 WC - 2 WC - 1 WC - 1 WC - 1 WC - 1 WC - 2 WC - 1 U- 1 U- 1 U- 2 3" FD - 1 3" FD - 1 3" FD - 1 3" FD - 1 L- 3 L- 3 L- 3 L- 4 ED F - 1 ED F - 1 MS - 1 3" FD - 2 WC O WC O WC O 2" ø 3" ø V V L- 3 L- 3 L- 3 L- 4 2" ø 2" ø 3" FS - 2 1" ø 1" ø 1 1 / 2 " ø HW CW CW 1 1 / 2 " ø 3" ø 80 G A L L O N S 1" ø 1" ø 1" ø 1" ø 6" F I R E EN T R Y 3" W A T E R EN T R Y EW H - 1 HB - 1 HB - 1 6" ø 6" ø EC O 3" FS - 2 3" ø V 5 1 FC O 2" ø 3" ø V 6 8 7 9 9 9 9 TM V - 1 4 TM V - 1 4 TM V - 1 4 TM V - 1 4 3/ 4 " ø HW OV E R F L O W ST O R M 3" ø HB - 1 3" ø AI R HA N D L I N G UN I T AI R HA N D L I N G UN I T 3" FS - 2 3" ø 2" ø 2" ø 3/ 4 " ø HW CW HW CW 4" ø 4" ø 4" ø 4" ø 2" ø V PLUMBING KEYED NOTES 4" VENT THROUGH ROOF.LOCATED UNDER LAVATORY. ROUTE 3/4" HOT WATER TO LAVATORIES IN BOTH MEN AND WOMEN RESTROOMS.ROUTE 3/4" COLD WATER DOWN WALL AND OVER TO SERVE RVB-1, COFFEE MAKER AND SK-1.THERMOSTATIC MIXING VALVE LOCATED UNDER FIXTURE. PRIVDE ONE TMV PER EVERY TWO FIXTURES.3" VENT THROUGH ROOF.2" VENT THROUGH ROOF.6" STORM FROM ABOVE.8" STORM OVERFLOW FROM ABOVE.1/2" TRAP PRIMER LINE TO FLOOR DRAIN.1 2 3 4 5 6 7 8 9 EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P2.02 Enlarged Floor Plans20123204-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 / 4 " = 1 ' - 0 " 1 En l a r g e d F l o o r P l a n - M . H E A D A 2 1 9 & W . HE A D A 2 1 8 a n d I n s t r u c t o r B r e a k r o o m 1 / 4 " = 1 ' - 0 " 2 En l a r g e d P l u m b i n g F l o o r P l a n - M . H E A D B2 0 7 & W . H E A D B 2 0 9 M L K J 5 3. 2 J. 5 K.5RNR2R1 GA L L E Y B2 2 6 DI N I N G R O O M B2 2 3 MA N A G E R B2 2 4 DI S H B2 2 5 RECEPT.B215 ST. SVCS B217CLOSETB216 FC O FC O 3" F D - 1 SK - X 2 3" F D - 1 1" ø1" ø 1" ø 3" F D - 2 3/ 4 " ø 3/ 4 " ø 4" FS - 1 4" FS - 1 4" FS - 1 3" F D - 1 4" FS - 1 4" FS - 1 3" ø 2" ø 4" V T R 2" ø 2" ø 2" ø 4" ø 3" ø 4" ø 4" ø 3" ø FC O 3" ø V V SK - X 2 SK - X 3 2 1 1 1 / 2 " ø 1 1 / 2 " ø TP-1 TP - 1 TP - 1 3 3 3 3 3 3 SK - X 3 4" FS - 1 PLUMBING KEYED NOTES 4" VENT THROUGH ROOF.ROUTE 3/4" COLD WATER LINE DOWN WALL AND OVER TO WATER DISPENSER.1/2" TRAP PRIMER LINE.3" VENT THROUGH ROOF.1" GAS PIPING FROM BELOW. ROUTE OVER THE GAS WATER HEATERS. ALL GAS PIPING TO BE WELDED.ROUTE VENT FROM REGULATOR UP AND THROUGH ROOF.1 2 3 4 5 6 F E D 4 3. 2 D. E. F. BO I L E R S A2 2 9 CU S T . A2 2 8 ME C H A2 3 0 CL A S S R O O M A2 2 6 ST O R . A2 2 5 CO R R A2 1 3 3" FD - 2 MS - 1 3" FD - 1 CW 10 0 G A L L O N S 3" FD - 2 HW FC O 2" ø 2" øV FC O WH - 1 2" ø V 1 4 BF P - 1 F O R BO I L E R , M O U N T 48 " A . F . F . 2" ø 3/ 4 " ø RO O F H A T C H AI R HA N D L I N G UN I T AI R HA N D L I N G UN I T AI R HA N D L I N G UN I T BO I L E R GW H - 2 2" ø 3" FD - 2 3" FD - 2 2" ø GA S 3/ 4 " ø 3/ 4 " ø 1 1 / 2 " ø 10 0 G A L L O N S GW H - 1 (1 5 0 C F H @ 8 O Z . ) PR V - 3 3/ 4 " ø (3 0 0 C F H @ 8 O Z . ) 1" ø 5 6 PR V - 2 6 2" ø (2 0 0 0 C F H @ 8 O Z . ) 1 1 / 4 " ø 3" FD - 2 2" ø 1 1 / 2 " ø EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P2.03 Enlarged Floor Plans20123204-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 / 4 " = 1 ' - 0 " 1 En l a r g e d F l o o r P l a n - G a l l e y 1 / 4 " = 1 ' - 0 " 2 En l a r g e d F l o o r P l a n - M e c h A 2 3 0 L- 4 4" V E N T TH R O U G H R O O F L- 3 L- 3 L-4L-3L-3L-3WCOFD-1 FD - 1 FD - 1 WC - 1 WC - 1 WC - 1 WC-2 FD - 1 WC - 1 WC - 1 4" ø 2" ø 2" ø 3"ø L- 3 2" ø 2" ø 2" ø 2" ø WC O 3" ø 2" ø 2" ø 2" ø ED F - 1 ED F - 1 2" ø 4" ø 4" ø 4" ø FC O 3" ø U- 2 WC - 1 WC - 1 U- 1 U- 1 WCO 2"ø4"ø4"ø3"ø4"ø 4" ø 3"ø2"ø2"ø2"ø2"ø 3" ø 4" ø 3" ø 4" ø 2" ø TO MECH. B210 &WASTE B211 TO F I R S T F L O O R . 3" ø 3" ø WC - 2 WC - 2 FD - 1 FD - 1 L-1 L- 1 WC O WC O 2" ø 2"øSK-1 4" V E N T T H R O U G H RO O F 2"ø 4" ø 4" ø RO U T E D T O F I R S T F L O O R . 2" ø 2" ø 3" ø 4" ø 3" ø 4" ø 2" ø 3" ø EC O SH - X 1 SH - X 1 SH - X 1 SH - X 1 SH - X 1 SH - X 2 6" ø 3" ø 4" ø 4" ø 4" ø 3" ø FD - 1 FD - 1 FD - 1 FD - 1 TO S E C O N D FL O O R SH - X 1 SH - X 2 EC O 4" ø WC - 2 WC - 1 WC - 1 L- 2 L- 1 U- 1 L- 1 WC O 2" ø 2" ø 3" ø 4" ø 2" ø 4" ø L- 2 4" ø TR E N C H F O R WA S H E R EX T R A C T O R . 2" ø 2" ø 3" ø 2" ø 2" ø SH - X 1 SH - X 1 SH - X 1 SH - X 1 DF - 1 4" ø 6" ø 3" ø 3" ø 3" ø 3" ø 4" ø 4" ø 3" ø 3" ø 4" V E N T TH R O U G H R O O F 2" ø 2" ø 2" ø 3" ø 3" ø 2" ø 2" ø 2" ø 2" ø 2" ø 3" ø 4" ø 4" ø 6" ø 4" ø 3" ø 3" ø 4" ø EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P3.01 Plumbing Risers20123204-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 Sa n i t a r y / V e n t R i s e r - E n l a r g e d P l u m b i n g Fl o o r P l l a n - M . H e a d B 2 0 7 & W . H e a d B 2 0 9 2 Sa n i t a r y / V e n t R i s e r - E n l a r g e d F l o o r P l a n - M. H E A D A 2 1 9 & W . H E A D A 2 1 8 a n d In s t r u c t o r B r e a k r o o m 3 Sa n i t a y / V e n t R i s e r - E n l a r g e d F l o o r P l a n - W 98 & M 9 9 GA S P I P I N G R I S E R L- 4 L- 3 L- 3 L- 3 U- 2 U- 1 U- 1 WC - 1 WC - 1 WC - 2 L- 3 L-3 L-3 L- 4 WC - 2 WC - 1 WC - 1 WC - 1 WC - 1 WC - 1 2" ø 1" ø 1" ø 2" ø 2" ø 1" ø 1" ø 1" ø HB-1 HB - 1 HB - 1 WC - 1 WC - 1 WC - 2 L- 1 WC - 2 U- 1 U- 2 L- 2 L- 2 L- 1 3/ 4 " ø 3/ 4 " ø EDF-1 EDF-13/4"ø2"ø 2" ø 2"ø 2" ø 3/ 4 " ø 3/ 4 " ø 3/ 4 " ø 2" ø 2" ø 2" ø 2" ø 3/ 4 " ø 1 1 / 2 " ø 2" ø 3/4"ø EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P3.02 Plumbing Risers20123204-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1 Do m e s t i c W a t e r R i s e r - E n l a r g e d P l u m b i n g Fl o o r P l a n - M . H E A D B 2 0 7 & W . H E A D B2 0 9 2 Co p y o f D o m e s t i c W a t e r R i s e r SC A L E : SC A L E : SCALE: SC A L E : SC A L E : SCALE:SCALE: SC A L E : SC A L E : FL O W FL O W FL O W FL O W SC A L E : A EX P A N S I O N T A N K - ( E T - 1 ) 45 1 7 8 23 10 11 9 SE W E R SE W E R ELEV A T O R O I L S E P E R A T O R D E T A I L WA L L C L E A N O U T NO N E EX T E R I O R C L E A N O U T NO N E FIRE SPRINKLER ENTRY NONE TH R E E C O M P A R T M E N T S I N K NO N E DI S H W A S H E R C O N N E C T I O N NO N E DOMESTIC WATER ENTRY NONEDOMESTIC GAS WATER HEATER PIPING - GWH 1 & 2 NONE GR E A S E T R A P NO N E EL E V A T O R P I T S U M P P U M P NO N E DO W N S P O U T N O Z Z L E NO N E EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P4.01 Plumbing Details20123204-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District SCALE:SCALE:SCALE: SC A L E : SC A L E : SC A L E : SC A L E : SC A L E : SC A L E : SC A L E : SC A L E : 9 IC E M A C H I N E C O N N E C T I O N D E T A I L HA N G E R F O R I N S U L A T E D P I P I N G NO N E EM E R G E N C Y S H O W E R / EY E W A S H C O N N E C T I O N 123 4 1011 7 6 13 12 FLUSH VALVE TRAP PRIMER NONEELECTRONIC TRAP PRIMER NONEMANUAL GAS VALVE IN WALL BOX NONE GA S C O N N E C T I O N NO N E 2 1 / 2 " GA S K I T C H E N E Q U I P M E N T C O N N E C T I O N TR A N S I T I O N F R O M C P V C T O C O P P E R D E T A I L NO N E TR A P S E A L P R O T E C T I O N NO N E DO W N S P O U T S H O E C O N N E C T I O N NO N E EL E C T R I C W A T E R H E A T E R P I P I N G - E W H - 1 NO N E HU B D R A I N NO N E CO O L I N G T O W E R P I T W I T H D R A I N NO N E EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P4.02 Plumbing Details20123204-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District FLOW SC A L E : TY P I C A L C O M M E R C I A L L A U N D R Y WA S H E R - E X T R A C T O R P I P I N G NONE SC A L E : 2 1 FLOW SA M P L I N G W E L L NONE EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P4.03 Plumbing Details20123204-10-2014 LAP KG 04-10-2014BID SETSan Jacinto College District 1/ 4 " P E R F O O T INSTANTANEOUS WATER HEATER SCHEDULE OUTPUT PL U M B I N G F I X T U R E S C H E D U L E SHOCK ARRESTORS GE N E R A L N O T E S PL U M B I N G P I P I N G L E G E N D GAS WATER HEATER SCHEDULEELEC. WATER HEATER SCHEDULE THERMOSTATIC MIXING VALVE SCHEDULE GAS EQUIPMENT SCHEDULEPUMP SCHEDULE I T E M D E S C R I P T I O N S E R V I C E S C F H I N L E T P R E S S . / M A N U F A C T U R E R P R V - 1 GA S P R E S S U R E R E G U L A T O R S C H E D U L E NO . O U T L E T P R E S S . / M O D E L PR E S S U R E RE D U C I N G V A L V E GENERATOR5PSI/8oz.945AMERICAN METER/1800 P R V - 2 P R E S S U R E RE D U C I N G V A L V E BOILER5PSI/8oz.2,000 P R V - 3 P R E S S U R E RE D U C I N G V A L V E EWH-1 & 25PSI/8oz.300AMERICAN METER/1800 AMERICAN METER/1800 1 1P 4" V T R EMK24070DERETSIGERSAXETSTATEOFMELVIN KALMANS REENIGNELPROFESSIONABAYRCHITECTSA455MEDICALENTERCP.O.OXB891209 HOUSTON,EXAST77289 281.286.6605IBIGROUP-ELVD,BTES500CONSULTANTS BAY PROJECT NO:DATE:DRAWN CHECKED DATEISSUE#CIVIL Brooks and Sparks, Inc.21020 Park Row Dr.Katy, TX 77449 Tel: 281.578.9595 Fax: 281.578.9686 STRUCTURAL Walter P Moore 1301 McKinney, Suite 1100 Houston, TX 77010 Tel: 713.630.7300 Fax: 713.630.7396 MEP ENGINEER Kalmans Marshall Engineering, Inc.10930 W. Sam Houston Pkwy N.Suite 900 Houston, Texas 77064 Tel: 281.664.1900 Fax: 281.664.1912 POOL Water Technology Inc.3010 LBJ Freeway Office 1205 Dallas, TX 75234 Tel: 972.919.6122 Fax: 817.751.0553 SJC PROJECT NO:3700 Old Hwy 146 Pasadena, TX 77571 MARITIME TECHNOLOGY AND TRAINING CENTER P5.01 Plumbing Schedules20123204-10-2014 LAR DAB 04-10-2014BID SETSan Jacinto College District