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HomeMy WebLinkAbout1115 S BROADWAY ST_20-2301___________,t , 1115 S BROADWAY ST PREPARED 2/11/21, 14:43:22 INSPECTION TICKET PAGE 5 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 2/12/21 ________________________________________________________________________________________________ ADDRESS : 1115 S BROADWAY ST SUBDIV: UB ADDRESS CONTRACTOR PALADIN PLUMBING PHONE : (281) 476-5988 OWNER . . PHONE : PARCEL . 001- - - APPL NUMBER: 20-00002301 ADDN, COMMERCIAL ________________________________________________________________________________________________ PERMIT: CA 00 BLDG PERMIT -COMMERCIAL ADD ON REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESUL RESULTS/COMMENTS ________________________ BLFI O1 2/12/21 ______________________________________________________________-_-- TM FINAL, BUILDING TIME: 13:00 713.357.8883 GREASE TRAP FINAL INSPEC.��2 /(/�C• 2/11/2021, 12:14:37 PM LAPOJLD -------- ----- _______________ ____________________________________________________________________ �,, /y PERMIT: PL 00 BLDG PERMIT PLUMBING G / REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS /[ v�l ----' PLFI O1 ----- - 2/12/21 _ I FINAL, PLUMBING 713.357.8883 ------------------------------------- TIME: 13:00 --- ��J PLBG FINAL FOR GREASE TRAP 2/11/2021, 12:14:37 PM LAPOJLD ______________________________________ COMMENTS AND NOTES ______________________________________ �K CQ1� l.0.riss0. when on -Fhe woj� �)3Sel— g��3 Received Log 61 _ t■_ A �vv3r-zne-mounter 9 2 Date: I�z��21 KsIzi Name: S01"`m� a ou") M Phone number: 8301-798-7�s5 2$1-4of1-5711 Address or HCAD# �� S, Ho ImesS+, � is Choc$aW New SYes ubmittal: No / � Resubmittal evisions Yes ✓ ✓ Sit PI n # Disposition a 1 ' 81 ��/�t� 2E7-23o� CT 3 42412 112a121 i 1 RtcK . - p'rl 9` 8) 6-1 �3l-LT3 00 � q00 E I�Olxbo�rs �►15 ✓ i f g 6 s 90 99 �aY(a-I a'/1��.1 +� �1r�21 2�1�2 // 2`2�1/ �0�1�5 . ',vcro ova Moirl2 �a e� Ucti61*7 i — a81-731-3016 aal-,°1s-ss7eo g3z-ass- 15gro 406 v.�u�nviay.�' °Itaote Spen<.er Hw`i l01 oldunaertNdod Ifi�fa. g It��� si. . too i ✓ c/ �q-141� i2G �}�i a1-193 cSLD C � a1-c�-i �G%�� aI - 18t RG��LO a z � 2121 � lo�rri�a )357-� 83 r ✓ 2v 23G1 RI6 94 '15 S:\City Planning ShareWLP-I\01-INSPECTI M c nnncll,nnl ____ :___, — I . I. w wPUULIUI l3\rcaae1VeQ LOQ Over Tha r:fV Iniar t\law a+l0a -1 r� r.�l3 ;JOISIAIG Suogoad'sul 1707 Z 0 834 d?ET'-'tio^0B� VENT�TYPICAL� CW SUPPLY O.V. (IYP.�A .4 HW SUPPIL Iw EL1 TERMINATE �T�EM,IPERATURE AND SEE EF NOTE Z) VALVE / NOTES; 1. A WATERTIGHT PAN WITH V DRAIN SHALL BE PROVIDED UNDER WATER HEATER. 2 ALL DRAINS FROM HOT WATER HEATER SHALL BE PIPED TO OUTSIDE ELECTRIC WATER HEATER LAVATORY OR SINK FIXT. TAIL PIECE TEE WITH SUP JOINT P—TRAP CONDENSATE TERMINATI❑N GB2 35/SO GPM grease interceptor 5- 113 an► 8-3/4- (22Cm) SUBMITTAL Standard LocauonI.r instenetlon �.e Flow Rstes/ Grew" Cepacnies• ,. V. �L ,: _ , selldscapa�lty ,� ;;•� i Liquid Capacity. Approval weight Connections —PROVIDE HEAT TRAPS AS REQUIRED BY LOCAL CODE 3/8- LAG SCREW TO WALL (TYP.) FOR WATER HEATERS AND )N TANK) STRAPS LOCATED THE WAY FROM THE TOP OF THE WAY FROM THE OF THE HOT WATER HEATER TER HEATER TO DRAIN TO HOT NOT TO SCALE 1 I ANTI —SCALD MIXING VALVE PROVIDE CLEANOUTS IN 1 /2" CW SUPPLY — 1/2" MIN. PIPE SIZE -- KRtECOMMENDED FOR PIPING TO FLOOR DRAIN TRAP NOT TO SCALE 2 TRAP PRIMER TURNS/ENDS OF PIPE. USE DISCHARGE INTO CENTER HOLE OF DWV FITTINGS IF SIZE IS GRATE OF WASTE RECEPTACLE WITH )NDENSATE LARGER THAN 1" AIR GAP SUFFICIENT TO REMOVE GRATE AND STRAINER. MINIMUM RAIN SLOPE PIPE AS GAP = TWO PIPE DIAMETERS ZE PER PLAN MUCH AS POSSIBLE O TOWARD DISCHARGE MAKE CONNECTION ALL TO EQUIPMENT AS REQUIRED MAKE PIPE MINIMUM ONE SIZE VERIFY WITH LOCAL LARGER THAN EQUIPMENT CODES IF/WHEN TRAP CONNECTION, MINIMUM 3/4". USE AND/OR VENT ARE "M" OR "L" HARD COPPER UP TO REQUIRED FOR THE LENGTH OF DRAIN PIPE 1" AND TYPE DWV FOR LARGER INSTALLED WASTE ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. NOT TO SCALEI 4 1 INDIRECT DRAIN 13-3/4" (36 Cm) Options �FCR1.i.: FCR1, 1 _ CCt• GREASE TRAP & SAMPLE WELL DETAIL SPECIFICATION AND SUBMITTAL S V 10 wastevroter Samplirxj Port z4,.' SUBMITTAL Standard options InOWAOSOM A ,A-. -Bs}vn y^U:Je ❑ Kelp ) ).-iT wtigmM'2 a, Cl PCRq aa.)�6A yT�,edC..rt ,�e••, Co"no dmic 6` hr"'t inl) YK1 F'150 �Iv,0 --,ur, i' d Cover. GA ,n .axc•aj G r Avow Tern o..i?9+axi.0trg Approval NOT TO SCALE STEEL DECK TOP BEAM C—CLAMP IF STEEL BAR JOIST ADJUSTABLE BAND HANGER FOR PIPING FOUR INCH OR LESS MIN. 12" 3 WATER SEA —COLD WATER PIPED TO LAVATORY FLOOR DRAIN NOT TO SCALE 3 ALL —THREAD ROD. LENGTH AS REQUIRED FOR PIPE SLOPE PROVIDE COPPER OR NON—METALLIC COATING WHERE CLEVIS HANGER FOR HANGERS CONTACT PIPE OVER FOUR INCH BARE COPPER PIPE O I DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL LARGER THAN 3" FROM INSULATED PIPE LARGER THAN 3/4". VERIFY BOTTOM OF JOISTS. INSULATION THICKNESS WHEN SIZING HANGERS. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE: COP/PER: �e=12' 3"=11' 2-1/2"=10' 2 =9 1-1NE R 1-1/ANTS. STEEL: 34'4 14' 3'=12' 2-1/2T 11R1' 2" 0' AND ONE NEAR ALL J 1-1/2"=9' 1"=7' 3/4"=6' 1 2"=5'. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED.LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. 5 PIPE HANGER NOT TO SCALE % NOT TO SCALE 6 GREASE INTERCEPTOR SIZING FIXTURE TOTAL LOAD GAL. TOTAL 3-COMP 1 44.9 44.9 TOTAL - 44.9 FROM EXAMPLE 1014.2.1 UPC 2012 SIZE OF THE GREASE INTERCEPTOR IS 50 GPM PROVIDE FLOW CONTROL AT EACH FIXTURE REVISION ISSUE DATE p FOR PERMIT 12 0312020 SOURCE EO)AD Source2Load Engineering and Consulting "Powering Solutions" TBPE Firm No. F-15125 9894 Bissonnet St. Suite 340 Houston, Texas 77036 Office: (713) 497-5114 Fax: 281-416-5080 Email: info@source2load.com www.source2load.com og000Op�� p %0F F ,q o. � CHAD X. SLATER, SR.O o°°°o o°°°°°°o°°°°°°°°°°°°°o�o �P 1077 4� o b ° oho 00 02/01 /2021 z LO >� Cn CIO Z X zO L W U Lo O T. 0. o CO Minimum six-inch (6") s walls shall be required where drain, waste & v plumbing is installa . �IE�ED F� E1E E �pN�P1.il OOD --- Alteration LUMBINp TAIL Project mber Date 03 ember 2020 Drawn by JG Checked by CXS P3.0 Scale NTS -I'LL :L!�, DATE 12/03/2020 Ip 8 PLUMBING SPECIFICATI❑NS THE WORK INCLUDES MODIFICATION TO THE EXISTING PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMBING SYSTEM. THE WORK ALSO INCLUDES ROUGH -IN AND FINAL CONNECTIONS TO FOOD SERVICE EQUIPMENT AND BEVERAGE DISPENSING EQUIPMENT PROVIDED BY OTHERS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND/OR ORDINANCES AND IS SUBJECT TO INSPECTION. HOOK-UP CHARGES, PERMITS AND ALL OTHER EXPENSES RELATED TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART OF THIS SECTION. WARRANTY. PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE PARTS AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED PROJECT. PROVIDE A SEPARATE LINE ITEM DEDUCT AMOUNT ON THE PROPOSAL FORM TO DELETE WARRANTY SERVICE, AT THE OWNER'S OPTION. THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH -IN DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS. COMPLY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PIPING SYSTEMS - GENERAL: ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK SUCH AS DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDE AN ISOLATING DIALECTIC UNION. ALL HANGERS SHALL BE COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. FIXTURES/EQUIPMENT FURNISHED BY OTHERS: PLUMBING CONTRACTOR SHALL PROVIDE UTILITY CONNECTIONS REQUIRED SUCH AS WATER, GAS, AIR, SUPPLIES, WASTE OUTLET, TRAPS, ETC. AT ALL PLUMBING TYPE FIXTURES OR EQUIPMENT FURNISHED BY OWNER, GENERAL CONTRACTOR, FOOD SERVICE CONTRACTOR, EQUIPMENT SUPPLIER, ETC. INCLUDED ARE STOP VALVES, ESCUTCHEONS, AND CHROME PLATED BRASS TUBING WITH COMPRESSION FITTINGS. SEWER AND WASTE PIPING: PROVIDE ALL DRAINS AND SEWERS WITHIN THE SPACE WITH CONNECTION TO THE EXISTING DRAINAGE SYSTEMS ON -SITE. SANITARY DRAINAGE PIPING ABOVE FLOOR SHALL BE CO -EXTRUDED PVC DWV (SCHEDULE 40) PIPE, FITTINGS AND CONNECTIONS. SANITARY DRAINAGE PIPING BELOW GRADE SHALL BE CO -EXTRUDED PVC DWV (SCHEDULE 40) PIPE WITH SOLVENT WELD FITTINGS MAY BE USED (WHERE PERMITTED BY CODE/LOCAL AUTHORITIES). ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4" PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. VENTS: PROVIDE A COMPLETE SYSTEM OF STANDARD WEIGHT CAST IRON NO -HUB VENT RISERS WHERE THE CEILING SPACE IS USED AS A RETURN AIR PLENUM OR USE CO -EXTRUDED PVC DWV (SCHEDULE 40) PIPE (WHERE PERMITTED BY CODE/LOCAL AUTHORITIES) WHERE THERE IS A DUCTED RETURN AIR SYSTEM. DO NOT USE PVC PIPE IN RETURN AIR PLENUM SPACES. THE VENT SYSTEM SHALL BE CARRIED THROUGH THE ROOF WITH APPROPRIATE FLASHING. CONDENSATE AND INDIRECT DRAIN PIPING: PIPING ABOVE FLOOR SHALL BE CO -EXTRUDED PVC DWV (SCHEDULE 40) PIPE, FITTINGS AND CONNECTIONS. PIPING BELOW GRADE SHALL BE CO -EXTRUDED PVC DWV(SCHEDULE 40) PIPE WITH SOLVENT WELD FITTINGS. CLEANOUTS: PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL VERTICAL WASTE AND DRAIN PIPES. CLEANOUTS SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE, CONFORMING TO CODE REQUIREMENTS. PROVIDE SUITABLE WALL OR FLOOR CLEANOUTS WITH ACCESSORIES TO OBSCURE FROM VIEW. WATER DISTRIBUTION PIPING: LAYOUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED. HOT AND COLD WATER PIPING SHALL BE 1 /2" MIN. CPVC PIPE WITH SOLVENT FITTING. PROVIDE WATER HAMMER ARRESTERS AT EACH FIXTURE OR GROUP OF FIXTURES AS REQUIRED. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). PIPE INSULATION: INSULATE (AS ALLOWED BY CODE) ALL LISTED SERVICE PIPING AS FOLLOWS; DOMESTIC COLD/HOT WATER, HOT WATER RETURN, STORM WATER PIPING. INSULATION MATERIALS FURNISHED AND INSTALLED HEREUNDER SHALL MEET THE CONDUCTIVITY (K) RANGE AND MINIMUM THICKNESS BASED ON TABLE C403.2.10 OF CURRENT APPROVED INTERNATIONAL ENERGY CONVERSATION CODE (IECC). TUBULAR POLYETHYLENE FOAM AND FIBERGLASS PIPE WRAP KITS ARE ACCEPTABLE. ENSURE THAT THE INSULATION SYSTEM IS COMPLETELY SEALED FROM JOINT AND CUTS TO INTERSECTIONS AND TERMINATION POINTS. USE PROPER INSULATION ADHESIVE AND INSULATION TAPE TO SEAL ANY AND ALL POTENTIAL ENTRY POINTS FOR AIR AND MOISTURE. SHUTOFF VALVES, WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE, FOOD SERVICE EQUIPMENT ITEM OR OTHER EQUIPMENT ITEM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT. VALVES SHALL BE EQUAL TO JENKINS #902-T BALL VALVE, CHROME -FINISHED BRONZE, TEFLON SEATS AND PACKING, 400 LB. W.O.G., SOLDER END. ACCESS PANELS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES, VALVES, ETC. ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY -IN SUSPENDED CEILINGS, ACCESS PANELS ARE NOT REQUIRED. PIPING SYSTEM- PVC SCHEDULE 40, SCHEDULE 80 AND CPVC PIPE WITH SOLVENT FITTINGS SHALL BE USED WHERE PEMITTED BY CODE/LOCAL AUTHORITIES. INSTALLATION: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL AND IN PROPER ALIGNMENT. INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL, FOR SANITARY JOINT, AND OMIT ESCUTCHEONS. REPAIR EXISTING PLUMBING SYSTEM COMPONENTS DAMAGED BY CONSTRUCTION OPERATIONS AND RESTORE TO ORIGINAL CONDITIONS. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS DEFICIENT, REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" STANDARDS, AND WITH THE REQUIREMENTS OF THE EXISTING ROOFING WARRANTY, IF APPLICABLE. DO NOT PERFORM ROOFING PENETRATIONS IN A MANNER WHICH WOULD VOID OR OTHERWISE LIMIT THE EXISTING ROOFING WARRANTY. GENERAL NOTES 1. THE INTENT OF THESE PLANS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, AND SERVICES NECESSARY TO FURNISH, INSTALL, TEST, AND ADJUST A COMPLETE WORKABLE PLUMBING INSTALLATION AS SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS, BUT NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENT THEREOF. 2. THE ENTIRE INSTALLATION SHALL CONFORM TO THE APPLICABLE CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION. IN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS, CODES, AND REGULATIONS, THE MORE RESTRICTIVE SHALL APPLY. 3. COORDINATE ENTIRE INSTALLATION OF THE PLUMBING SYSTEM WITH THE WORK OF OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. REPORT ANY DISCREPANCIES, IN WRITING, TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT IN ACCORDANCE WITH THE SPECIFICATIONS. 5 PROVIDE ONE YEAR WARRANTY ON ALL PARTS AND LABOR. 6. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE THE BEST ARRANGEMENT OF ALL DUCT, PIPE, CONDUIT, ETC. 7. ALL CUTTING AND PATCHING OF THE EXISTING STRUCTURE SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. 8. ALL HOT WATER PIPING AND RECIRCULATION PIPING (EXCEPT RUNOUTS 12 FT. OR SHORTER TO INDIVIDUAL FIXTURES) SHALL BE INSULATED TO MEET THE REQUIREMENTS OF THE APPLICABLE CODE. 9. CONDENSATE DRAINS SHALL BE PROVIDED FOR EACH AIR CONDITIONING UNIT. HORIZONTAL CONDENSATE DRAINS ABOVE ANY CEILING SHALL BE INSULATED WITH MIN. 3/8" THICK CLOSED CELL INSULATION. 10. PIPING: A. WASTE, VENT, AND STORM DRAIN PIPING SHALL BE CO -EXTRUDED PVC SCHEDULE 40 PIPE B. WATER PIPE OUTSIDE SHALL BE SCHEDULE 40 PVC INSIDE SHALL BE SCHEDULE 40 CPVC. C. CONDENSATE PIPING SHALL BE CO -EXTRUDED PVC (SCHEDULE 40) PIPE D. INSIDE GAS PIPING SHALL BE BLACK IRON SCHEDULE 40 WITH MALLEABLE IRON FITTINGS. OUTSIDE SHALL BE GALVANIZED IRON SCHEDULE 40 WITH GALVANIZED FITTINGS. GAS LINE TO BE PAINTED GRAY IN COLOR. A 24 HOUR METERED GAS TEST SHALL BE REQUIRED. E. ALL PIPING NOT ENCLOSED IN CONDITION SPACE OR AT EXTERIOR WALLS SHALL BE INSULATED. F. PIPING: PVC SCHEDULE 40, SCHEDULE 80 CPVC PIPING WITH SOLVENT WELD FITTINGS SHALL BE USED WHERE PERMITTED BY CODE/LOCAL AUTHORITIES 11. ALL VENTS OR EXHAUSTS SHALL BE AT LEAST 10 FT. AWAY OR 3 FT. ABOVE ANY WINDOW, DOOR, OPENING, OR AIR INTAKE. 12. CLEANOUTS SHALL BE INSTALLED PER THE APPLICABLE CODE. 13. PROVIDE WATER TIGHT FLASHINGS WHEREVER PIPES PASS THROUGH EXTERIOR WALLS, ROOFS, OR FLOORS. 14. PROVIDE ISOLATION FOR ALL PIPES THAT COME IN CONTACT WITH THE STRUCTURE. 15. LOCATION OF EXISTING UTILITIES AND POINTS OF CONNECTION ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES AND SERVICES PRIOR TO STARTING WORK OF THIS SECTION. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO EXISTING UTILITIES AS FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED. 16. VALVES SHALL BE NIBCO, JENKINS, HAMMOND, RED & WHITE OR APPROVED EQUAL. SERVICE PRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED. THE MAIN WATER SHUT OF VALVE SHALL BE A FULL PORT BALL TYPE AND APPROVED FOR SERVICE INTENDED. 17. CONTRACTOR SHALL PROVIDE ALL SHUT OFF VALVES AS NECESSARY TO ISOLATE ANY EQUIPMENT, PLUMBING ITEMS, OR FIXTURES, THAT MAY NEED SERVICING OR ARE SUBJECT TO FAILURE WHETHER OR NOT SUCH VALVES ARE SHOWN ON THE DRAWINGS. 18. PROVIDE HANGERS AND SUPPORTS AS REQUIRED. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. 19. CONTRACTOR IS RESPONSIBLE FOR HIS OWN TRENCHING, BACKFILL, AND COMPACTION OF TRENCHES NECESSARY TO COMPLETE HIS SCOPE OF WORK. BACKFILLED TRENCHES SHALL BE RETURNED TO THEIR ORIGINAL GRADE UNLESS NOTED OTHERWISE. 20. CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTINE MAINTENANCE AND SHALL PROVIDE MAINTENANCE AND OPERATIONAL MANUALS IN ACCORDANCE WITH THE SPECIFICATIONS. 21. ALL EQUIPMENT THAT REQUIRES KEYS OR SPECIAL TOOLS TO OPERATE SHALL SUPPLY THE OWNER WITH TWO OF ANY SUCH KEYS OR TOOLS FOR EACH PIECE OF EQUIPMENT THAT REQUIRE THE SAME. 25. ANY CHANGE OR DEVIATION FROM THESE PLANS OR SPECIFICATIONS SHALL REQUIRE THE APPROVAL, IN WRITING, OF THE ENGINEER PRIOR TO COMMENCEMENT OF SUCH WORK. 26. ALL PLUMBING, ELECTRICAL, AND GAS LINES SHALL BE CONCEALED WITHIN THE THE BUILDING STRUCTURE TO AS GREAT EXTENT AS POSSIBLE. ALL LINES NOT CONCEALED SHALL BE SECURED 6" OFF THE FLOOR AND 3/4" FROM THE WALLS USING STANDOFF BRACKETS 27. AN APPROVED BACKFLOW PREVENTOR SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND SOURCE OF COMTAMINATION. 28. WATER SUPPLY CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTOR. THE RELIEF VALVE SHALL DRAIN IN -DIRECTLY TO A FLOOR SINK WITH A 1" MIN. AIR GAP. PLUMBING FIXTURE SCHEDULE ITEM FIXTURE WATER WATER HOT WASTE TRAP VENT DESCRIPTION WC-1 WATER CLOSET - 3" INT. 2" EXISTING LAV-1 LAVATORY 1/2 1/2" 2" 1-1/2 1-1/2" EXISTING 3-COMP 3 COMP SINK 1 /2" 1 /2" 2" 2" 1-1/2- TBD MS-1 MOP SINK 1/2" 1/2" 2" 1-1/2" 1-1/2" TBD KS-1 KITCHEN SINK 1 /2" 1 /2rr 210 2" 1-1/2" TBD 3" 3 " 2" ZURN #FD-2370 12" X 12" RADIUSED PVC BODY FLOOR BUCKET FS-1 FLOOR SINK SINK NTH FULL RIM AND SEDIMENT COORDINATE RATE CONFIGURATION NTH KITC ENINER. ROUGH IN PLANS.(OR APPROVED EQUAL) "WATTS" MODEL LFMMV-M1 THERMOSTATIC MIXING VALVE. VALVE SHALL PROVIDE TEMPERED HOT WATER (957 - TMV MIXING VALVE „ 1/2-3/4" �� 1/2-3/4" - - - 1107) AT POINT OF USE. BRONZE ASTM B 584 MAIN BODY. ASSE 1016 AND ASSE 1070 LISTED. CSA CERTIFIED. ICE-1 ICE MACHINE 1 /2" - 2„ 2" 2" TBD PLUMBING - FIXTURES UNITS FIXTURE TOTAL WASTE WATER DFU TOTAL WSFU TOTAL WATER CLOSET 1 4.0 4.0 2.5 2.5 LAVATORY 1 1.0 1.0 1.0 1.0 FLOOR DRAIN 1 2.0 2.0 - - TOTAL - 8.0 - 3.5 WATER HEATER SCHEDULE MARK MANUFACTURER/MODEL QTY GALLONS AREA SERVED ELECTRIC WH-1 EXISTING 1 20 KITCHEN 3.8KW RESP❑NSIBILITY N❑TES 1. ROOF OPENINGS FOR PLUMBING AND RELATED WORK SHALL BE THE RESPONSIBILITY OF THE PLUMBING SUBCONTRACTOR. HE SHALL EMPLOY THE OWNER'S ROOFER FOR THIS WORK TO MAINTAIN THE ROOF BOND. 2. EXISTING SANITARY SEWER AND EXISTING DOMESTIC WATER CONNECTIONS REFER TO SHEET P3.0 FOR LOCATIONS. CONTRACTOR TO FIELD VERIFY LOCATIONS AND TIE -ENDS 3. UNDER FLOOR PLUMBING ROUGH -IN FOR REST ROOMS SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR AND SLAB DEPRESSIONS. 4. THE SPRINKLER CONTRACTOR SHALL SURVEY THE EXISTING SPRINKER SYSTEM, ANY REQUIRED MODIFICATIONS SHALL BE BROUGHT UP TO CODE. 5. IF DRAWINGS CALL FOR THE REUSE OF EXISTING EQUIPMENT, THE OWNER'S GENERAL CONTRACTOR SHALL VERIFY THAT ALL SUCH EQUIPMENT IS IN PROPER WORKING ORDER, OR TAKE THE NECESSARY STEPS TO ACCOMPLISH SUCH. IF REPLACEMENT IS REQUIRED, USE THE EQUIPMENT AND HARDWARE AS SPECIFIED ON THESE SCHEDULES OR AS CALLED OUT IN THE SPECIFICATIONS ON THIS SHEET. ALL SUCH ITEMS MUST MEET ALL GOVERNING CODES AND STANDARDS OF PRACTICE. PIPE MATERIAL SCHEDULE SERVICE COPPER COPPER COPPER CAST BLACK GALV. VTRI. ABS SCH.40 PVC SCH.40 CPVC REMARKS TYPE 'M' TYPE 'L' TYPE 'K' IRON STEEL STEEL CLAY WATER PIPING INSIDE X OUTSIDE X SANITARY DRAIN INSIDE X OUTSIDE X SANITARY VENT INSIDE X ❑UTSIDE X GAS PIPING INSIDE X OUTSIDE X STORM DRAIN INSIDE X OUTSIDE X INDIRECT DRAINAGE INSIDE X OUTSIDE X CONDESATE INSIDE X OUTSIDE X COMPRESSED AIR INSIDE X OUTSIDE X NOTESi BUILDING CODES: CITY OF LA PORTE CURRENT BUILDING CODES: 2018 INTERNATIONAL BUILDING CODE* 2018 INTERNATIONAL FIRE CODE* 2018 INTERNATIONAL MECHANICAL CODE* 2018 INTERNATIONAL PLUMBING CODE* 2018 INTERNATIONAL FUEL GAS CODE* 2018 INTERNATIONAL ENERGY CODE* 2020 NATIONAL ELECTRICAL CODE* *AMENDMENTS SPECIAL NOTICE TO CONTRACTORS 1. ALL CONTRACTORS (GENERAL CONTRACTOR AND SUB -CONTRACTORS) BIDDING THIS PROJECT ARE REQUIRED TO VISIT THE JOB SITE AND VERIFY THE EXISTING CONDITIONS PRIOR TO SUBMITTING THEIR BID. CONTRACTORS ARE TO CAREFULLY REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS OBSERVED AT THE JOB SITE PRIOR TO SUBMISSION OF ANY BID. THE BUILDING OWNER REPRESENTATIVE LISTED BELOW MAY BE CONTACTED FOR ACCESS TO THE JOB SITE. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE LOCATION AND CONDITION OF ALL POINTS OF CONNECTION, LOCATION AND CONDITION OF ALL BUILDING (ROOF/FLOOR/CEILING) PENETRATIONS, LOCATION AND CONDITION OF ALL UTILITIES AND BUILDING SYSTEMS INCLUDING, BUT NOT LIMITED TO, GAS, WATER, SEWER, VENT, ELECTRICAL, BUILDING MECHANICAL SYSTEMS, DUCT CONNECTIONS, EXHAUST/OUTSIDE AIR CONNECTIONS, SECURITY, FIRE ALARM, DATA, AND PHONE PRIOR TO SUBMISSION OF THEIR BID. 3. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS OBSERVED SHALL BE BROUGHT TO THE ATTENTION, IN WRITING, TO THE ARCHITECT AND/OR ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PLUMBING LEGEND SYMBOL ABBREV DESCRIPTION --------------- GW GREASE WASTE --------------------------- W SEWER OR WASTE - - - - - - - - - - - - - - - - - - V VENT - - - - - - - - - - - - - - - V E EXIST. VENT - - - - - - - - CW NEW COLD WATER - - - - - - - - CW (E) EXISTING COLD WATER - - - - - - - - HW NEW HOT WATER - - - - - - - - - - HW (E) EXIST. HOT WATER ----------------------------- NG NEW GAS ---------------- G (E) EXISTING GAS ----------------------------- CD NEW CONDENSATE DRAIN - - - - - - - - - - - - - - - - CD (E) EXIST. CONDENSATE DRAIN --------------CA-------------- CA COMPRESSED AIR FCO FLOOR CLEANOUT -� WCO WALL CLEANOUT FD FLOOR DRAIN FS FLOOR SINK - - - - - - - - TP TRAP PRIMER & TRAP PRIMER PIPING SOV SHUT-OFF VALVE CV CHECK VALVE sj PRV BACKFLOW PREVENTER W SOWS T & P ^ DIN PIPE DOWN ^ UP PIPE UP POC POINT OF CONNECTION PLUMBING NOTE CALL -OUT GAS GAS INLET AFF ABOVE FINISH FLOOR YCO YARD CLEAN OUT co CO CLEAN OUT BLDG BUILDING CLG CEILING CONT CONTINUATION EL ELEVATION FIN FINISH FL FLOOR GR GRADE NITS NOT TO SCALE OC ON CENTER S=% SLOPE AT A PERCENTAGE SHT SHEET TYP TYPICAL VTR VENT THRU ROOF Minimum. sic -inch (61 stud walls shall be requir 'd where drain, waste & v nt plurfi ing is iristalle . i !j'! Y FV cubs APLIA SOURC EAD Source2Load Engineering and Consulting "Powering Solutions" TBPE Firm No. F-15125 9894 Bissonnet St. Suite 340 Houston, Texas 77036 Office: (713) 497-5114 Fax: 281-416-5080 Email: info@source2load.com www.source2load.com CHAD X. SLATER, SR. ��� ee000000000000a00000000aeoo J 02/01 /2021 Alteration NCPLUMBING SPECIFICATIONS Proj t number Dat 03 December 2020 Dra n by JG C cked by CXS P1 "0 Scale NTS r �r � •. r , ___.... �.�__....—..�� !�_<< _.-,.1_ _- _. �y-.,_..._—.��. ._.:�i.-���. 1�..� -_- '•-' - --. __.. a-�.: � tEvd "71" P}I� Z 0 83J pq%-!F,7jq8 SOUTHERN NUTRITION ALTERATION 1115 S. ROADWAY STREET LAPORTE, TEXAS 77571 1. ALL WORKS UNDER THIS CONTRACT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS AND SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS AND A/C AIR CONDITIONING MTL METAL SHALL COMPLY WITH ALL APPLICABLE LOCAL. STATE AND NATIONAL CODES. ORDINANCES AD AREA DRAIN N NORTH AND REGULATIONS. ADA AMERICANS WITH DISABILITIES ACT NE NORTHEAST 2. ALL PERMITS NECESSARY FOR THE PRIOR EXECUTION OF THE WORK SHALL BE SECURED AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT AND PAID FOR BY THE CONTRACTOR. AHU AIR —HANDLING UNIT NO NUMBER 3. CONTRACTOR SHALL MAINTAIN AND SUBMIT TO OWNER OR HIS REPRESENTATIVE THE AL ALUMINUM NTS NOT TO SCALE REQUIRED CERTIFICATE OF INSURANCE PRIOR TO COMMENCEMENT OF WORK. ALT ALTERNATE NW NORTHWEST APPD APPROVED OC ON CENTER 4. CONTRACTOR SHALL BE FAMILIAR WITH JOB SITE CONDITIONS AND THE SPECIFIC APPROX APPROXIMATE OD OUTSIDE DIAMETER INFORMATION ON THE DRAWINGS AND SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE BD BOARD OPP OPPOSITE, OPPOSITE HAND CONSTRUCTION DETAILS BEFORE SUBMITTING HIS BID. NO ALLOWANCE WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THE JOB SITE CONDITIONS. BLDG BUILDING 0/0 OUT TO OUT 5. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND CC CENTER TO CENTER PL PLATE REPORT DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO THE OWNER OR THE DESIGNER CJ CONTROL JOINT PLAM PLASTIC LAMINATE PRIOR TO FINALIZING BIDS AND COMMENCEMENT OF CONSTRUCTION. CLG CEILING PLUMB PLUMBING CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH 6. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY AND AS REQUIRED BY THE CODES. CONC CONCRETE PVC POLY VINYL CHLORIDE 7. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN, AND CONT CONTINUOUS QTY QUANTITY ACCEPTED IN A NEAT WORKMANLIKE MANNER. ALL MATERIALS AND WORKMANSHIP SHALL COORD COORDINATE R RADIUS BE GUARANTEED FOR A MINIMUM ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE CR COLD ROLLED R RISER BUILDING BY THE OWNER. CRC COLD ROLLED CHANNEL RAG RETURN AIR GRILLE 8. TEMPORARY UTILITIES REQUIRED IN THE PERFORMANCE OF THE WORK WILL BE FURNISHED D DEPTH, DEEP R/A RETURN AIR BY THE CONTRACTOR AT HIS EXPENSE. DIA DIAMETER RCP REFLECTED CEILING PLAN 9. ALL WORK THAT WILL BE BURIED OR COVERED WILL BE INSPECTED BY THE OWNER'S DIM DIMENSION RCP REINFORCED CONCRETE PIPE REPRESENTATIVE AND/OR THE DESIGNER AND APPROVED PRIOR TO COVER BESIDES THE DN DOWN RD ROOF DRAIN CITY'S INSPECTION. ANY COVER—UP PRIOR TO THE OWNER'S APPROVAL MAY BE REQUIRED DWG DRAWING RE REFER TO, REFERENCE TO BE EXPOSED AT THE EXPENSE OF THE CONTRACTOR. E EAST REBAR REINFORCING BAR 10. GENERAL CONTRACTOR SHALL CONFORM TO AND COMPLY WITH ALL FEDERAL, STATE EDF ELECTRIC DRINKING FOUNTAIN REINF REINFORCE COUNTY AND LOCAL LAWS, ORDINANCE, PERMITS, RULES AND REGULATIONS AS THE EIFS EXTERIOR INSULATION & FINISH SYSTEM REV REVERSE PERFORMANCE OF THE WORK. LIKEWISE, IN THE PERFORMANCE OF ITS WORK. G.C. EJ EXPANSION JOINT RO ROUGH OPENING SHALL NOT USE OR INSTALL, NOR SHALL PERMIT ITS CONTRACTORS TO USE OR INSTALL, EL ELEVATION ROW RIGHT of WAY ANY BUILDING MATERIAL CONTAINING ASBESTOS OR OTHER HAZARDOUS SUBSTANCES. ELECT ELECTRICAL S SOUTH 1 1. AT THE COMPLETION OF THE WORK, THE BUILDING WILL BE CLEARED OF ALL ELEV ELEVATOR S/A SUPPLY AIR CONSTRUCTION DEBRIS. ALL FOREIGN MATTER, MARKS, STAINS, FOREIGN PAINT AND DIRT EQ EQUAL SCHED SCHEDULE WILL BE REMOVED FROM ALL SURFACES. EXIST EXISTING SE SOUTHEAST EXT EXTERIOR SIM SIMILAR CONTRACTOR SPECIFIC NOTES FD FLOOR DRAIN SPEC SPECIFICATIONS (PROJECT MANUAL) FF FHC FINISHED FLOOR FIRE HOSE CABINET SO FT STC SQUARE FOOT, SQUARE FEET SOUND TRANSMISSION COEFFICIENT FL FLOW LINE STL STEEL 1. ALTHOUGH MOST ARCHITECTURAL DRAWINGS INCLUDED HEREIN ARE DRAWN TO SCALE, DO FIND FOUNDATION STM STORM NOT RELY ON THE ACCURACY OF THE DRAWINGS FOR LOCATING OR SIZING BUILDING FO FRAMED OPENING STRUCT STRUCTURAL COMPONENTS. DO NOT SCALE DRAWINGS. USE DIMENSIONS. VERIFY THAT BUILDING FT FOOT, FEET SW SOUTHWEST COMPONENTS ARE LOCATED IN ACCORDANCE WITH ALL DIMENSIONS SHOWN. FV FIELD VERIFY SWR SEWER 2. LARGER SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE GALV GALVANIZED TAS TEXAS ACCESSIBILITY STANDARDS DRAWINGS AND DETAILS. 3. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND ARE INTENDED TO BE USED GC GENERAL CONTRACTOR TC TOP OF CURB TOGETHER. INFORMATION AND REQUIREMENTS INDICATED IN ONE BUT NOT THE OTHER SHALL GYP GYPSUM TDD TELECOMMUNICATIONS DEVICE FOR THE DEAF BE COMPLIED WITH AS IF INDICATED ON BOTH. H HIGH TEMP TEMPERED 4. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE AND FINISHED PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, LABOR HC HANDICAP TOS TOP OF SLAB AND EQUIPMENT AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS INCLUDING ALL HM HOLLOW METAL TOS TOP OF STEEL ITEMS REASONABLY INFERABLE AS REQUIRED FOR THE COMPLETION OF THE PROJECT. HORIZ HORIZONTAL Tow TOP OF WALL THESE SHALL INCLUDE, BUT NOT BE LIMITED TO FASTENERS, PREPARATION MATERIALS, HR HOUR TP TOP OF PAVEMENT AND OTHER ACCESSORIES AS WELL AS THE NECESSARY LABOR AND EQUIPMENT TO INSTALL THEM. PORTIONS OF WORK WHICH ARE TO BE EXCLUDED OR PROVIDED BY HT HEIGHT TR TREAD OTHERS ARE INDICATED AS SUCH IN THE DRAWINGS OR SPECIFICATIONS. HVAC HEATING, VENTILATING, & AIR CONDITIONING TW TOP OF WALL 5. PRIOR TO SUBMITTING BIDS, THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE DRAWINGS ID INSIDE DIAMETER TYP TYPICAL AND SPECIFICATIONS AND COMPARE THEM WITH EXISTING CONDITIONS TO BE SURE THAT J-BOX JUNCTION BOX T & G TONGUE & GROOVE THE WORK CAN BE PERFORMED AS INTENDED. IF THE WORK CANNOT BE PERFORMED IN L LONG UL UNDERWRITERS' LABORATORIES, INC. ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, OR IF THE CONTRACTOR HAS ANY LAV LAVATORY UNO UNLESS NOTED OTHERWISE OBJECTIONS TO THE MATERIALS AND PRODUCTS SPECIFIED OR THE MANNER IN WHICH THEY ARE INTENDED TO BE INSTALLED OR USED, NOTIFY THE DESIGNER IMMEDIATELY. LB POUND(S) VCT VINYL COMPOSITION TILE MAX MAXIMUM VERT VERTICAL 6. WHENEVER WORK OF THIS PROJECT INVOLVES EXISTING CONDITIONS, THE CONTRACTOR SHALL EXAMINE THE EXISTING CONDITIONS WITH THE PROPOSED WORK, VERIFY THAT THE EXISTING MBM METAL BUILDING MANUFACTURER VIN VINYL CONDITIONS ARE AS INDICATED ON THE DRAWINGS AND THAT THE PROPOSED WORK CAN BE MECH MECHANICAL W WEST EXECUTED AS INTENDED. EXISTING CONDITIONS SHALL BE EXAMINED AND VERIFIED AS MEP MECHANICAL, ELECTRICAL, PLUMBING W WIDE, WIDTH EARLY IN THE PROJECT AS POSSIBLE, PREFERABLY PRIOR TO ENTERING INTO THE MFR MANUFACTURER wD WOOD CONTRACT FOR CONSTRUCTION. MH MANHOLE WP WATERPROOF(ING) 7. IF DISCREPANCIES OR INCONSISTENCIES EXIST, OR IF INFORMATION IS UNCLEAR, CONSULT DESIGNER FOR INTERPRETATION AND INTENT. MIN MINIMUM wwF WELDED —WIRE FABRIC MISC MISCELLANEOUS W/ WITH 8. NOT ALL DRAWINGS AND INFORMATION CONTAINED IN THE DRAWING SET AND THE MO MASONRY OPENING W/o WITHOUT SPECIFICATIONS MAY BE APPLICABLE TO THIS PROJECT. WHEN DEEMED NECESSARY, MTD MOUNT, MOUNTED Q AT CONTACT THE DESIGNER FOR CLARIFICATION. 9. CONTRACTOR IS REQUIRED TO OBTAIN A CONSTRUCTION WRITER OR THIRD PARTY CONTRACTOR & FAMILIARIZE HIM/HERSELF WITH INFORMATION PRIOR TO START OF BIDDING & START OF CONSTRUCTION. GENERAL NOTES I ABBREVIATION KEY Deer Paris VICINITY MAP •,hlands McNair ,qrx t;curg Coady (»:It Baytown �a4organ's Pont _ 15 Texas 146 Br^ 19 9 Pairited Pon .n Quilts 1p1115 Texas 146 Business 0 Beach La Porte TaeKwonDo ea exotic Pets ., C146) K• IoN K, AV e , ollar General a a. r- �s. PROJECT LOCATIONMAP LOCATION MAP NOT TO SCALE CITY OF LA PORTE BUILDING CODES The following are the current building codes enforced by the City of La Porte 2018 International Residential Code ICC 2018 International Building Code ICC 2018 International Fire Code ICC 2018 International Mechanical Code IMC 2018 International Plumbing Code IPC 2020National Electrical Code NFPA 2018 International Energy Conservation Code IECC 2018 International Fuel Gas Code IFGC CODE INFORMATION PLUMBING SHEETS P1.0 PLUMBING SPECIFICATIONS P2.0 PLUMBING WATER, WASTE, VENT & RISER PLAN P3.0 PLUMBING DETAILS SCOPE EXISTING COMMERCIAL SPACE BEING ALTERED INTO A NUTRITION JUICE BAR sr 4-oi t , i t vel SOURCE ®AD Source2Load Engineering and Consulting "Powering Solutions" TBPE Firm No. F-15125 9894 Bissonnet St. Suite 340 Houston, Texas 77036 Office: (713) 497-5114 Fax: 281-416-5080 Email: info@source2load.com www.source2load.com o ° °o -�-°`°�� °gyp CHAD X. SLATER, SR. °° °o°o°°°0000°°°° ° °°°°°°°°°°°°° 0 107743 oo,,.„ 02/01 /2021 Alteration R F0 COUII*L CE ov R Pr n or 3 December 2020 ��v y JG Checked by CX$ S1.0 DRAWING INDEX I Scale— — ors .._..��. � 'til�r0 �Y 'i'.:5 ;7','y+. i3.; t._4't i= �.;,, :s :1•r:': 1ti �j:; s" '{, i::i •i';t!'• t'1'i.'_•..�il.�-.�_,�.�±_�:i',.:.La::;._ 1. ALL WORKS UNDER THIS CONTRACT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS AND SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS AND SHALL COMPLY WITH ALL APPLICABLE LOCAL. STATE AND NATIONAL CODES. ORDINANCES AND REGULATIONS. 2. ALL PERMITS NECESSARY FOR THE PRIOR EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR. 3. CONTRACTOR SHALL MAINTAIN AND SUBMIT TO OWNER OR HIS REPRESENTATIVE THE REQUIRED CERTIFICATE OF INSURANCE PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL BE FAMILIAR WITH JOB SITE CONDITIONS AND THE SPECIFIC INFORMATION ON THE DRAWINGS AND SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS BEFORE SUBMITTING HIS BID. NO ALLOWANCE WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THE JOB SITE CONDITIONS. 5. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO THE OWNER OR THE DESIGNER PRIOR TO FINALIZING BIDS AND COMMENCEMENT OF CONSTRUCTION. 6. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY AND AS REQUIRED BY THE CODES. 7. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN, AND ACCEPTED IN A NEAT WORKMANLIKE MANNER. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE BUILDING BY THE OWNER. 8. TEMPORARY UTILITIES REQUIRED IN THE PERFORMANCE OF THE WORK WILL BE FURNISHED BY THE CONTRACTOR AT HIS EXPENSE. 9• ALL WORK THAT WILL BE BURIED OR COVERED WILL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AND/OR THE DESIGNER AND APPROVED PRIOR TO COVER BESIDES THE CITY'S INSPECTION. ANY COVER—UP PRIOR TO THE OWNER'S APPROVAL MAY BE REQUIRED TO BE EXPOSED AT THE EXPENSE OF THE CONTRACTOR. 10. GENERAL CONTRACTOR SHALL CONFORM TO AND COMPLY WITH ALL FEDERAL, STATE COUNTY AND LOCAL LAWS, ORDINANCE, PERMITS, RULES AND REGULATIONS AS THE PERFORMANCE OF THE WORK. LIKEWISE, IN THE PERFORMANCE OF ITS WORK. G.C. SHALL NOT USE OR INSTALL, NOR SHALL PERMIT ITS CONTRACTORS TO USE OR INSTALL, ANY BUILDING MATERIAL CONTAINING ASBESTOS OR OTHER HAZARDOUS SUBSTANCES. 11. AT THE COMPLETION OF THE WORK, THE BUILDING WILL BE CLEARED OF ALL CONSTRUCTION DEBRIS. ALL FOREIGN MATTER, MARKS, STAINS, FOREIGN PAINT AND DIRT WILL BE REMOVED FROM ALL SURFACES. CONTRACTOR SPECIFIC NOTES 1. ALTHOUGH MOST ARCHITECTURAL DRAWINGS INCLUDED HEREIN ARE DRAWN TO SCALE, DO NOT RELY ON THE ACCURACY OF THE DRAWINGS FOR LOCATING OR SIZING BUILDING COMPONENTS. DO NOT SCALE DRAWINGS. USE DIMENSIONS. VERIFY THAT BUILDING COMPONENTS ARE LOCATED IN ACCORDANCE WITH ALL DIMENSIONS SHOWN. 2. LARGER SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS AND DETAILS. 3. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND ARE INTENDED TO BE USED TOGETHER. INFORMATION AND REQUIREMENTS INDICATED IN ONE BUT NOT THE OTHER SHALL BE COMPLIED WITH AS IF INDICATED ON BOTH. 4. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE AND FINISHED PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, LABOR AND EQUIPMENT AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS INCLUDING ALL ITEMS REASONABLY INFERABLE AS REQUIRED FOR THE COMPLETION OF THE PROJECT. THESE SHALL INCLUDE, BUT NOT BE LIMITED TO FASTENERS, PREPARATION MATERIALS, AND OTHER ACCESSORIES AS WELL AS THE NECESSARY LABOR AND EQUIPMENT TO INSTALL THEM. PORTIONS OF WORK WHICH ARE TO BE EXCLUDED OR PROVIDED BY OTHERS ARE INDICATED AS SUCH IN THE DRAWINGS OR SPECIFICATIONS. 5. PRIOR TO SUBMITTING BIDS, THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE DRAWINGS AND SPECIFICATIONS AND COMPARE THEM WITH EXISTING CONDITIONS TO BE SURE THAT THE WORK CAN BE PERFORMED AS INTENDED. IF THE WORK CANNOT BE PERFORMED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, OR IF THE CONTRACTOR HAS ANY OBJECTIONS TO THE MATERIALS AND PRODUCTS SPECIFIED OR THE MANNER IN WHICH THEY ARE INTENDED TO BE INSTALLED OR USED, NOTIFY THE DESIGNER IMMEDIATELY. 6. WHENEVER WORK OF THIS PROJECT INVOLVES EXISTING CONDITIONS, THE CONTRACTOR SHALL EXAMINE THE EXISTING CONDITIONS WITH THE PROPOSED WORK, VERIFY THAT THE EXISTING CONDITIONS ARE AS INDICATED ON THE DRAWINGS AND THAT THE PROPOSED WORK CAN BE EXECUTED AS INTENDED. EXISTING CONDITIONS SHALL BE EXAMINED AND VERIFIED AS EARLY IN THE PROJECT AS POSSIBLE, PREFERABLY PRIOR TO ENTERING INTO THE CONTRACT FOR CONSTRUCTION. 7. IF DISCREPANCIES OR INCONSISTENCIES EXIST, OR IF INFORMATION IS UNCLEAR, CONSULT DESIGNER FOR INTERPRETATION AND INTENT. 8. NOT ALL DRAWINGS AND INFORMATION CONTAINED IN THE DRAWING SET AND THE SPECIFICATIONS MAY BE APPLICABLE TO THIS PROJECT. WHEN DEEMED NECESSARY, CONTACT THE DESIGNER FOR CLARIFICATION. 9. CONTRACTOR IS REQUIRED TO OBTAIN A CONSTRUCTION WRITER OR THIRD PARTY CONTRACTOR & FAMILIARIZE HIM/HERSELF WITH INFORMATION PRIOR TO START OF BIDDING & START OF CONSTRUCTION. SOUTHERN NUTRITION ALTERATION 1115 S. BROADWAYSTREET LAPORTE, TEXAS 77571 vvvlxvl_ LUAU Source2Load Engineering and Consulting "Powering Solutions" TBPE Firm No. F-15125 9894 Bissonnet St. Suite 340 Houston, Texas 77036 Office: (713) 497-5114 Fax: 281-416-5080 Email: info@source2load.com www.source2load.com CITY OF LA PORTE BUILDING CODES oog0000pp� A/C AIR CONDITIONING MTL METAL p �P��Of� p����0 The following are the current building codes enforced by the City of La Porte a * o * o AD AREA DRAIN N NORTH 0 ......°°°°°°°°° ADA AMERICANS WITH DISABILITIES ACT NE NORTHEAST iaunta r ' 0���®° Xo°STEff$o°SF�op AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT ti> ,°°° Q ,'�o AHU AIR -HANDLING UNIT NO NUMBER s !' �� raF 2018 International Residential Code ICC °oo .0° °° po AL ALUMINUM NTS NOT TO SCALE Galena Falk,Baytowr C(b ALT ALTERNATE NW NORTHWEST �' 2018 International Building Code ICC o0 APPD APPROVED OC ON CENTER " beer Park 2018 International Fire Code ICC APPROX APPROXIMATE OD OUTSIDE DIAMETER Pasadena ,'/ 12/03/2020 BD BOARD OPP OPPOSITE, OPPOSITE HAND � I 2018 International Mechanical Code IMC !vtorg3ns+- BLDG BUILDING 0/0 OUT TO OUT a =E< =Ff 2018InternationalPlumbin Code IPC "ugh !i�uston ���,i c g CC CENTER TO CENTER PL PLATE CJ CONTROL JOINT PLAM PLASTIC LAMINATE`, ' t3H �� 2020National Electrical Code NFPA CLG CEILING PLUMB PLUMBING i+ 2018 International Energy Conservation Code IECC CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH CONC CONCRETE PVC POLY VINYL CHLORIDE -:=„ `"r ;;;; _ ,,.<-. 2018 International Fuel Gas Code IFGC CONT CONTINUOUS QTY QUANTITY COORD COORDINATE R RADIUS CR COLD ROLLED R RISERoS{aace Censer Hcsu t }r1 CRC COLD ROLLED CHANNEL RAG RETURN AIR GRILLE U) UV) D DEPTH, DEEP R/A RETURN AIR F• websCz„ 4 Kel m` CODE �NFORVATION DIA DIAMETER RCP REFLECTED CEILING PLAN Fr nd ,•:cad {�;�, _ DIM DIMENSION RCP REINFORCED CONCRETE PIPE c DN DOWN RD ROOF DRAIN PROJECT DWG DRAWING RE REFER TO, REFERENCE E EAST REBAR REINFORCING BAR VICINITY MAP LOCATION �0 ca EDF ELECTRIC DRINKING FOUNTAIN REINF REINFORCE Z X EIFS EXTERIOR INSULATION & FINISH SYSTEM REV REVERSE EJ EXPANSION JOINT RO ROUGH OPENING EL ELEVATION ROW RIGHT of WAY PLUMBING SHEETS z 0 ELECT ELECTRICAL S SOUTH P1.0 PLUMBING SPECIFICATIONS ELEV ELEVATOR S/A SUPPLY AIR P2.0 PLUMBING WATER WASTE VENT & RISER PLAN ^ EQ EQUAL SCHED SCHEDULE • Painted Po .n Quilts S � ■ - � Hardware Painted � � P3.0 PLUMBING DETAILS UJ EXIST EXISTING SE SOUTHEAST U EXT EXTERIOR SIM SIMILAR FD FLOOR DRAIN SPEC SPECIFICATIONS (PROJECT MANUAL) SCOPE U") O FF FINISHED FLOOR SO FT SQUARE FOOT, SQUARE FEET FHC FIRE HOSE CABINET STC SOUND TRANSMISSION COEFFICIENT t� FL FLOW LINE STL STEEL 1115 EXISTING COMMERCIAL SPACE BEING ALTERED FND FOUNDATION STM STORM Texas 146 BusinessINTO A NUTRITION JUICE BAR O r Co FO FRAMED OPENING STRUCT STRUCTURAL FT FOOT, FEET SW SOUTHWEST a Q } _ Tqp oy D U) FV FIELD VERIFY SWR SEWER _ _ Kwc GALV GALVANIZED TAS TEXAS ACCESSIBILITY STANDARDS ea otic Pets GC GENERAL CONTRACTOR TC TOP OF CURB GYP GYPSUM TDD TELECOMMUNICATIONS DEVICE FOR THE DEAF H HIGH TEMP TEMPERED HC HANDICAP TOS TOP OF SLAB t HM HOLLOW METAL TOS TOP OF STEEL Mlar General �� C041PI R ,Opy HORIZ HORIZONTAL TOW TOP OF WALL r7� HR HOUR TP TOP OF PAVEMENT E HT HEIGHT TR TREAD tl HVAC HEATING, VENTILATING, & AIR CONDITIONING TW TOP OF WALL CO;, r ID INSIDE DIAMETER TYP TYPICAL L V EL J-BOX JUNCTION BOX T & G TONGUE &GROOVE Alteration DEC 0 9 2020 L LONG UL UNDERWRITERS' LABORATORIES, INC. LAV LAVATORY UNO UNLESS NOTED OTHERWISE BY: LB POUND(S) VCT VINYL COMPOSITION TILE MAX MAXIMUM VERT VERTICAL MBM METAL BUILDING MANUFACTURER VIN VINYL PROJECT MECH MECHANICAL W WEST LOCATION MAP LOCATION CATI 0 N MEP MECHANICAL, ELECTRICAL, PLUMBING W WIDE, WIDTH COVER MFR MANUFACTURER WD WOOD MH MANHOLE WP WATERPROOF(ING) MIN MINIMUM WWF WELDED -WIRE FABRIC MISC MISCELLANEOUS W/ WITH MO MASONRY OPENING W/0 WITHOUT MTD MOUNT, MOUNTED @ AT Project number Date 03 December 2020 Drawn by JG Checked by CXS GENERAL NOTES ABBREVIATION KEY -- - -- -- -- - - , . ,— NOT TO SCALE DRAWING INDEX Scale S 1.0 NTS DATE 12/03/2020 VE4 TYPICALL CW SUPPLYI O.V. (TYP.�, ,Q : HW SUPPLY- IW ET-1 TERMINATE TEMPERATURE AND WWNOTEE 2EL1ff VALVE 2244 GAUpGEENG4VAANNIIQR (R,,AROU►iD1AND 4" NOTES; 1. A WATERTIGHT PAN WITH 1' DRAIN SHALL BE PROVIDED UNDER WATER HEATER. 2. ALL DRAINS FROM HOT WATER HEATER SHALL BE PIPED TO OUTSIDE ELECTRIC WATER HEATER —PROVIDE HEAT TRAPS AS REQUIRED BY LOCAL CODE 3/8" LAG SCREW TO WALL (TYP,) ICAL FOR WATER HEATERS AND NSION TANK) STRAPS LOCATED OF THE WAY FROM THE TOP 1 3 OF THE WAY FROM THE OF THE HOT WATER HEATER WATER HEATER TO DRAIN TO NDE (SEE FLOOR PLAN) HOT NOT TO SCALE I 11 ANTI -SCALD MIXING VALVE 1/2" CW SUPPLY 2" MIN. PIPE SIZE —�- COMMENDED FOR PIPING TO FLOOR DRAIN TRAP NOT TO SCALE 1 2 1 TRAP PRIMER MIN. 12" WATER SEA —COLD WATER PIPED TO LAVATORY FLOOR DRAIN NOT TO SCALE 3 STEEL DECK PROVIDE CLEANOUTS IN TOP BEAM ALL -THREAD ROD. TURNS/ENDS OF PIPE. USE DISCHARGE INTO CENTER HOLE OF C-CLAMP LENGTH AS REQUIRED �— DWV FITTINGS IF SIZE IS GRATE OF WASTE RECEPTACLE WITH IF STEEL FOR PIPE SLOPE LARGER THAN 1" AIR GAP SUFFICIENT TO REMOVE BAR JOIST LAVATORY OR SINK CONDENSATE GRATE AND STRAINER. MINIMUM PROVIDE COPPER DRAIN SLOPE PIPE AS GAP = TWO PIPE DIAMETERS OR NON-METALLIC ADJUSTABLE COATING WHERE SIZE PER PLAN MUCH AS POSSIBLE O BAND HANGER HANGERS CONTACT CLEVIS HANGER FOR TOWARD PIPE OVER FOUR INCH DISCHARGE FOURFOR PIPING INCH BARE COPPER PIPE O OR LESS FIXT. TAIL PIECE MAKE CONNECTION — WALL TO EQUIPMENT AS REQUIRED TEE NTH VERIFY WITH LOCAL SLIP JOINT MAKE PIPE MINIMUM ONE SIZE CODES IF WHEN TRAP DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL LARGER THAN EQUIPMENT / LARGER THAN 3" FROM INSULATED PIPE LARGER THAN 3/4". VERIFY CONNECTION, MINIMUM 3/4". USE AND/OR VENT ARE BOTTOM OF JOISTS. INSULATION THICKNESS WHEN SIZING HANGERS. "M" OR "L" HARD COPPER UP TO REQUIRED FOR THE 1" AND TYPE DWV FOR LARGER LENGTH OF DRAIN PIPE INSTALLED P-TRAP CONDENSATE TERMINATI❑N GB2 35/50 GPM grease interceptor 35' (89 Cm) - o a 1113an! sa ------------- 122Cm) I, I III 1 I SUBMITTAL Standard L xstion 1nstAlt2tiorr F low RAt s f; reaso CApssiti.+s: Soii els Capacity i iRuid Caysiiry: Approval "960t 7gIbi Conn PcOWWI KAi lmI I Pr .. 0-C mn x r t, n- t! F r ' Iictirr: Cw@C .Ikx].�'p'x1YW.'flr �Cjllt FNY}�.TT::IfiG-Y:! :., I '1161CdrY "e[ig whxl rruI_ t4,n.:- witl Wriraw WASTE ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. NOT TO SCALE 4 INDIRECT DRAIN 2 3' Options ❑ FCR7 CC1: :i k chi -olt.• 4:2 PPI F32: :-., n-r ,.n. IF P, hltrgax,; GREASE TRAP & SAMPLE WELL DETAIL SPECIFICATION AND SUBMITTAL V1 V tNoSxevvULer Srlrl,pliny Ijort 14YA' Y SU BM ITTAL standard i res to Ik, U mti 40vYeei s--:.�" cya:le weig FA = :aa C4mr Ul mcd•(KXv,rr,)-Xd T(r ur Eed Cosa:...,,, oLked©cnt atrr T.,rrt '�k%I' N ea,e'.rTn'1633D �a. rl2d bx,c7 utry Approval options ❑ FCRW r ar NOT TO SCALE PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE: COPPER: 4"=12' 3"=11' 2-1 2"=10' 2"=9' 1-1/2"=8' 1-1/4"=7' 1"=6' 3/4"=6' 1/2"=5'. CAST IRON: 10' AND ONE NEAR ALL JOINTS. STEEL: 4"=14' 3 =12' 2-1 /2"=11' 2"=10' 1-1/2"=9' 1"=7' 3/4"=6' 1 2"=5'. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED.LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES, CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. 5 PIPE HANGER NOT TO SCALE % NOT TO SCALE 6 GREASE INTERCEPTOR SIZING FIXTURE TOTAL LOAD GAL. TOTAL 3-COMP 1 44.9 44.9 TOTAL - 44.9 FROM EXAMPLE 1014.2.1 UPC 2012 SIZE OF THE GREASE INTERCEPTOR IS 50 GPM PROVIDE FLOW CONTROL AT EACH FIXTURE SOURCE LEAD Source2Load Engineering and Consulting "Powering Solutions" TBPE Firm No. F-15125 9894 Bissonnet St. Suite 340 Houston, Texas 77036 Office: (713) 497-5114 Fax: 281-416-5080 Email: info@source2load.com www.source2load.com o 4,`�� CHAD %. SLATER, SR. 107743 a� 12/03/2020 Alteration ECEIVED DEC 0 9 2020 BY: 'r. 4 REVISION ISSUE DATE i p FOR PERMIT 12/03/2020 PLUMBING SPECIFICATI❑NS THE WORK INCLUDES MODIFICATION TO THE EXISTING PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMBING SYSTEM. THE WORK ALSO INCLUDES ROUGH -IN AND FINAL CONNECTIONS TO FOOD SERVICE EQUIPMENT AND BEVERAGE DISPENSING EQUIPMENT PROVIDED BY OTHERS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND/OR ORDINANCES AND IS SUBJECT TO INSPECTION. HOOK-UP CHARGES, PERMITS AND ALL OTHER EXPENSES RELATED TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART OF THIS SECTION. WARRANTY: PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE PARTS AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED PROJECT. PROVIDE A SEPARATE LINE ITEM DEDUCT AMOUNT ON THE PROPOSAL FORM TO DELETE WARRANTY SERVICE, AT THE OWNER'S OPTION. THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH -IN DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS. COMPLY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PIPING SYSTEMS - GENERAL: ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK SUCH AS DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDE AN ISOLATING DIALECTIC UNION. ALL HANGERS SHALL BE COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. FIXTURES/EQUIPMENT FURNISHED BY OTHERS: PLUMBING CONTRACTOR SHALL PROVIDE UTILITY CONNECTIONS REQUIRED SUCH AS WATER, GAS, AIR, SUPPLIES, WASTE OUTLET, TRAPS, ETC. AT ALL PLUMBING TYPE FIXTURES OR EQUIPMENT FURNISHED BY OWNER, GENERAL CONTRACTOR, FOOD SERVICE CONTRACTOR, EQUIPMENT SUPPLIER, ETC. INCLUDED ARE STOP VALVES, ESCUTCHEONS, AND CHROME PLATED BRASS TUBING WITH COMPRESSION FITTINGS. SEWER AND WASTE PIPING: PROVIDE ALL DRAINS AND SEWERS WITHIN THE SPACE WITH CONNECTION TO THE EXISTING DRAINAGE SYSTEMS ON -SITE. SANITARY DRAINAGE PIPING ABOVE FLOOR SHALL BE CO -EXTRUDED PVC DWV (SCHEDULE 40) PIPE, FITTINGS AND CONNECTIONS. SANITARY DRAINAGE PIPING BELOW GRADE SHALL BE CO -EXTRUDED PVC DWV (SCHEDULE 40) PIPE WITH SOLVENT WELD FITTINGS MAY BE USED (WHERE PERMITTED BY CODE/LOCAL AUTHORITIES). ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1 /4" PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. VENTS: PROVIDE A COMPLETE SYSTEM OF STANDARD WEIGHT CAST IRON NO -HUB VENT RISERS WHERE THE CEILING SPACE IS USED AS A RETURN AIR PLENUM OR USE CO -EXTRUDED PVC DWV (SCHEDULE 40) PIPE (WHERE PERMITTED BY CODE/LOCAL AUTHORITIES) WHERE THERE IS A DUCTED RETURN AIR SYSTEM. DO NOT USE PVC PIPE IN RETURN AIR PLENUM SPACES. THE VENT SYSTEM SHALL BE CARRIED THROUGH THE ROOF WITH APPROPRIATE FLASHING. CONDENSATE AND INDIRECT DRAIN PIPING: PIPING ABOVE FLOOR SHALL BE CO -EXTRUDED PVC DWV (SCHEDULE 40) PIPE, FITTINGS AND CONNECTIONS. PIPING BELOW GRADE SHALL BE CO -EXTRUDED PVC DWV(SCHEDULE 40) PIPE WITH SOLVENT WELD FITTINGS. CLEANOUTS: PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL VERTICAL WASTE AND DRAIN PIPES. CLEANOUTS SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE, CONFORMING TO CODE REQUIREMENTS. PROVIDE SUITABLE WALL OR FLOOR CLEANOUTS WITH ACCESSORIES TO OBSCURE FROM VIEW. WATER DISTRIBUTION PIPING: LAYOUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED. HOT AND COLD WATER PIPING SHALL BE 1/2" MIN. CPVC PIPE WITH SOLVENT FITTING. PROVIDE WATER HAMMER ARRESTERS AT EACH FIXTURE OR GROUP OF FIXTURES AS REQUIRED. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). PIPE INSULATION: INSULATE (AS ALLOWED BY CODE) ALL LISTED SERVICE PIPING AS FOLLOWS; DOMESTIC COLD/HOT WATER, HOT WATER RETURN, STORM WATER PIPING. INSULATION MATERIALS FURNISHED AND INSTALLED HEREUNDER SHALL MEET THE CONDUCTIVITY (K) RANGE AND MINIMUM THICKNESS BASED ON TABLE C403.2.10 OF CURRENT APPROVED INTERNATIONAL ENERGY CONVERSATION CODE (IECC). TUBULAR POLYETHYLENE FOAM AND FIBERGLASS PIPE WRAP KITS ARE ACCEPTABLE. ENSURE THAT THE INSULATION SYSTEM IS COMPLETELY SEALED FROM JOINT AND CUTS TO INTERSECTIONS AND TERMINATION POINTS. USE PROPER INSULATION ADHESIVE AND INSULATION TAPE TO SEAL ANY AND ALL POTENTIAL ENTRY POINTS FOR AIR AND MOISTURE. SHUTOFF VALVES, WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE, FOOD SERVICE EQUIPMENT ITEM OR OTHER EQUIPMENT ITEM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT. VALVES SHALL BE EQUAL TO JENKINS #902-T BALL VALVE, CHROME -FINISHED BRONZE, TEFLON SEATS AND PACKING, 400 LB. W.O.G., SOLDER END. ACCESS PANELS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES, VALVES, ETC. ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY -IN SUSPENDED CEILINGS, ACCESS PANELS ARE NOT REQUIRED. PIPING SYSTEM- PVC SCHEDULE 40, SCHEDULE 80 AND CPVC PIPE WITH SOLVENT FITTINGS SHALL BE USED WHERE PEMITTED BY CODE/LOCAL AUTHORITIES. INSTALLATION: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL AND IN PROPER ALIGNMENT. INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL, FOR SANITARY JOINT, AND OMIT ESCUTCHEONS. REPAIR EXISTING PLUMBING SYSTEM COMPONENTS DAMAGED BY CONSTRUCTION OPERATIONS AND RESTORE TO ORIGINAL CONDITIONS. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS DEFICIENT, REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" STANDARDS, AND WITH THE REQUIREMENTS OF THE EXISTING ROOFING WARRANTY, IF APPLICABLE. DO NOT PERFORM ROOFING PENETRATIONS IN A MANNER WHICH WOULD VOID OR OTHERWISE LIMIT THE EXISTING ROOFING WARRANTY. GENERAL NOTES 1. THE INTENT OF THESE PLANS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, AND SERVICES NECESSARY TO FURNISH, INSTALL, TEST, AND ADJUST A COMPLETE WORKABLE PLUMBING INSTALLATION AS SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS, BUT NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE INTENT THEREOF. 2. THE EN11RE INSTALLATION SHALL CONFORM TO THE APPLICABLE CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION. IN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS, CODES, AND REGULATIONS, THE MORE RESTRICTIVE SHALL APPLY. 3. COORDINATE ENTIRE INSTALLATION OF THE PLUMBING SYSTEM WITH THE WORK OF OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. REPORT ANY DISCREPANCIES, IN WRITING, TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT IN ACCORDANCE WITH THE SPECIFICATIONS. 5 PROVIDE ONE YEAR WARRANTY ON ALL PARTS AND LABOR. 6. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE THE BEST ARRANGEMENT OF ALL DUCT, PIPE, CONDUIT, ETC. 7. ALL CUTTING AND PATCHING OF THE EXISTING STRUCTURE SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. B. ALL HOT WATER PIPING AND RECIRCULATION PIPING (EXCEPT RUNOUTS 12 FT. OR SHORTER TO INDIVIDUAL FIXTURES) SHALL BE INSULATED TO MEET THE REQUIREMENTS OF THE APPLICABLE CODE. 9. CONDENSATE DRAINS SHALL BE PROVIDED FOR EACH AIR CONDITIONING UNIT. HORIZONTAL CONDENSATE DRAINS ABOVE ANY CEILING SHALL BE INSULATED WITH MIN. 3/8" THICK CLOSED CELL INSULATION. 10. PIPING: A. WASTE, VENT, AND STORM DRAIN PIPING SHALL BE CO -EXTRUDED PVC SCHEDULE 40 PIPE B. WATER PIPE OUTSIDE SHALL BE SCHEDULE 40 PVC INSIDE SHALL BE SCHEDULE 40 CPVC. C. CONDENSATE PIPING SHALL BE CO -EXTRUDED PVC (SCHEDULE 40) PIPE D. INSIDE GAS PIPING SHALL BE BLACK IRON SCHEDULE 40 WITH MALLEABLE IRON FITTINGS. OUTSIDE SHALL BE GALVANIZED IRON SCHEDULE 40 WITH GALVANIZED FITTINGS. GAS LINE TO BE PAINTED GRAY IN COLOR. A 24 HOUR METERED GAS TEST SHALL BE REQUIRED. E. ALL PIPING NOT ENCLOSED IN CONDITION SPACE OR AT EXTERIOR WALLS SHALL BE INSULATED. F. PIPING: PVC SCHEDULE 40, SCHEDULE 80 CPVC PIPING WITH SOLVENT WELD FITTINGS SHALL BE USED WHERE PERMITTED BY CODE/LOCAL AUTHORITIES 11. ALL VENTS OR EXHAUSTS SHALL BE AT LEAST 10 FT. AWAY OR 3 FT. ABOVE ANY WINDOW, DOOR, OPENING, OR AIR INTAKE. 12. CLEANOUTS SHALL BE INSTALLED PER THE APPLICABLE CODE. 13. PROVIDE WATER TIGHT FLASHINGS WHEREVER PIPES PASS THROUGH EXTERIOR WALLS, ROOFS, OR FLOORS. 14. PROVIDE ISOLATION FOR ALL PIPES THAT COME IN CONTACT WITH THE STRUCTURE. 15. LOCATION OF EXISTING UTILITIES AND POINTS OF CONNECTION ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES AND SERVICES PRIOR TO STARTING WORK OF THIS SECTION. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO EXISTING UTILITIES AS FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED. 16. VALVES SHALL BE NIBCO, JENKINS, HAMMOND, RED & WHITE OR APPROVED EQUAL. SERVICE PRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED. THE MAIN WATER SHUT OF VALVE SHALL BE A FULL PORT BALL TYPE AND APPROVED FOR SERVICE INTENDED. 17. CONTRACTOR SHALL PROVIDE ALL SHUT OFF VALVES AS NECESSARY TO ISOLATE ANY EQUIPMENT, PLUMBING ITEMS, OR FIXTURES, THAT MAY NEED SERVICING OR ARE SUBJECT TO FAILURE WHETHER OR NOT SUCH VALVES ARE SHOWN ON THE DRAWINGS. 18. PROVIDE HANGERS AND SUPPORTS AS REQUIRED. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. 19. CONTRACTOR IS RESPONSIBLE FOR HIS OWN TRENCHING, BACKFILL, AND COMPACTION OF TRENCHES NECESSARY TO COMPLETE HIS SCOPE OF WORK. BACKFILLED TRENCHES SHALL BE RETURNED TO THEIR ORIGINAL GRADE UNLESS NOTED OTHERWISE. 20. CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTINE MAINTENANCE AND SHALL PROVIDE MAINTENANCE AND OPERATIONAL MANUALS IN ACCORDANCE WITH THE SPECIFICATIONS. 21. ALL EQUIPMENT THAT REQUIRES KEYS OR SPECIAL TOOLS TO OPERATE SHALL SUPPLY THE OWNER WITH TWO OF ANY SUCH KEYS OR TOOLS FOR EACH PIECE OF EQUIPMENT THAT REQUIRE THE SAME. 25. ANY CHANGE OR DEVIATION FROM THESE PLANS OR SPECIFICATIONS SHALL REQUIRE THE APPROVAL, IN WRITING, OF THE ENGINEER PRIOR TO COMMENCEMENT OF SUCH WORK. 26. ALL PLUMBING, ELECTRICAL, AND GAS LINES SHALL BE CONCEALED WITHIN THE THE BUILDING STRUCTURE TO AS GREAT EXTENT AS POSSIBLE. ALL LINES NOT CONCEALED SHALL BE SECURED 6" OFF THE FLOOR AND 3/4" FROM THE WALLS USING STANDOFF BRACKETS 27. AN APPROVED BACKFLOW PREVENTOR SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND SOURCE OF COMTAMINATION. 28. WATER SUPPLY CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTOR. THE RELIEF VALVE SHALL DRAIN IN -DIRECTLY TO A FLOOR SINK WITH A 1" MIN. AIR GAP. PLUMBING FIXTURE SCHEDULE ITEM FIXTURE OLD WATER HOT WATER WASTE TRAP VENT DESCRIPTION WC-1 WATER CLOSET 3/4" - 3" TNT. 2" EXISTING LAV-1 LAVATORY „ 1/2 " 1/2 „ 2 1-1/2 1-1/2 EXISTING 3-COMP 3 COMP SINK 1 /2" 1 /2„ 2" , 20 1-1/2" TBD MS-1 MOP SINK 1/2" 1/2" 2" 1-1/2" 1-1/2" TBD KS-1 KITCHEN SINK 1 /2r, 1 /2„ 201 2„ 1-1/2" TBD 3„ 3» 2" ZURN #FD-2370 12" X 12 RADIUSED PVC BODY FLOOR FS-1 FLOOR SINK - SINK WITH FULL RIM AND SEDIMENT BUCKET STRAINER. COORDINATE GRATE CONFIGURATION WITH KITCHEN ROUGH IN PLANS.(OR APPROVED EQUAL) "J.R SMITH" MODEL #2005Y ROUND TOP FLOOR WITH DUCO 2" 2" 1'1/2 WITH CAST LE NG OSTRAINER, NHEAD, Y FD-1 FLOOR DRAIN _ _ STRAINER POLISHED BRONZE 1/2"STRAP PRIMER CONNECTION, AND NO HUB CONNECTION. (OR APPROVED EQUAL.) "WATTS" MODEL LFMMV-M1 THERMOSTATIC MIXING VALVE. VALVE SHALL PROVIDE TEMPERED HOT WATER (95T - TMV MIXING VALVE 1 �}" 2-3 / / 1/2-3/4" - - - 110F) AT POINT OF USE. BRONZE ASTM B 584 MAIN BODY. ASSE 1016 AND ASSE 1070 LISTED. CSA CERTIFIED. ICE-1 ICE MACHINE 1 /2" - 2" 2" 2" TBD PLUMBING - FIXTURES UNITS FIXTURE TOTAL WASTE WATER DFU TOTAL WSFU TOTAL WATER CLOSET 1 4.0 4.0 2.5 2.5 LAVATORY 1 1.0 1.0 1.0 1.0 FLOOR DRAIN 1 2.0 2.0 - - TOTAL - 8.0 - 3.5 WATER HEATER SCHEDULE MARK MANUFACTURER/MODEL QTY GALLONS AREA SERVED ELECTRIC WH-1 EXISTING 1 20 KITCHEN 3.8KW RESP❑NSIBILITY N❑TES 1. ROOF OPENINGS FOR PLUMBING AND RELATED WORK SHALL BE THE RESPONSIBILITY OF THE PLUMBING SUBCONTRACTOR. HE SHALL EMPLOY THE OWNER'S ROOFER FOR THIS WORK TO MAINTAIN THE ROOF BOND. 2. EXISTING SANITARY SEWER AND EXISTING DOMESTIC WATER CONNECTIONS REFER TO SHEET P3.0 FOR LOCATIONS. CONTRACTOR TO FIELD VERIFY LOCATIONS AND TIE -ENDS 3. UNDER FLOOR PLUMBING ROUGH -IN FOR REST ROOMS SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR AND SLAB DEPRESSIONS. 4. THE SPRINKLER CONTRACTOR SHALL SURVEY THE EXISTING SPRINKER SYSTEM, ANY REQUIRED MODIFICATIONS SHALL BE BROUGHT UP TO CODE. 5. IF DRAWINGS CALL FOR THE REUSE OF EXISTING EQUIPMENT, THE OWNER'S GENERAL CONTRACTOR SHALL VERIFY THAT ALL SUCH EQUIPMENT IS IN PROPER WORKING ORDER, OR TAKE THE NECESSARY STEPS TO ACCOMPLISH SUCH. IF REPLACEMENT IS REQUIRED, USE THE EQUIPMENT AND HARDWARE AS SPECIFIED ON THESE SCHEDULES OR AS CALLED OUT IN THE SPECIFICATIONS ON THIS SHEET. ALL SUCH ITEMS MUST MEET ALL GOVERNING CODES AND STANDARDS OF PRACTICE. PIPE MATERIAL SCHEDULE SERVICE COPPER COPPER COPPER CAST BLACK GALV. VTRI. ABS SCH.40 PVC SCH.40 CPVC REMARKS TYPE 'M' TYPE 'L' TYPE 'K' IRON STEEL STEEL CLAY WATER PIPING INSIDE X OUTSIDE X SANITARY DRAIN INSIDE X OUTSIDE X SANITARY VENT INSIDE X OUTSIDE X GAS PIPING INSIDE X OUTSIDE X STORM DRAIN INSIDE X OUTSIDE X INDIRECT DRAINAGE INSIDE X OUTSIDE X CONDESATE INSIDE X OUTSIDE X COMPRESSED AIR INSIDE X OUTSIDE X NOTES, BUILDING CODES: CITY OF LA PORTE CURRENT BUILDING CODES: 2018 INTERNATIONAL BUILDING CODE* 2018 INTERNATIONAL FIRE CODE* 2018 INTERNATIONAL MECHANICAL CODE* 2018 INTERNATIONAL PLUMBING CODE* 2018 INTERNATIONAL FUEL GAS CODE* 2018 INTERNATIONAL ENERGY CODE* 2020 NATIONAL ELECTRICAL CODE* *AMENDMENTS SPECIAL NOTICE TO CONTRACTORS 1. ALL CONTRACTORS (GENERAL CONTRACTOR AND SUB -CONTRACTORS) BIDDING THIS PROJECT ARE REQUIRED TO VISIT THE JOB SITE AND VERIFY THE EXISTING CONDITIONS PRIOR TO SUBMITTING THEIR BID. CONTRACTORS ARE TO CAREFULLY REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS OBSERVED AT THE JOB SITE PRIOR TO SUBMISSION OF ANY BID. THE BUILDING OWNER REPRESENTATIVE LISTED BELOW MAY BE CONTACTED FOR ACCESS TO THE JOB SITE. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE LOCATION AND CONDITION OF ALL POINTS OF CONNECTION, LOCATION AND CONDITION OF ALL BUILDING (ROOF/FLOOR/CEILING) PENETRATIONS, LOCATION AND CONDITION OF ALL UTILITIES AND BUILDING SYSTEMS INCLUDING, BUT NOT LIMITED TO, GAS, WATER, SEWER, VENT, ELECTRICAL, BUILDING MECHANICAL SYSTEMS, DUCT CONNECTIONS, EXHAUST/OUTSIDE AIR CONNECTIONS, SECURITY, FIRE ALARM, DATA, AND PHONE PRIOR TO SUBMISSION OF THEIR BID. 3. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND THE CONDITIONS OBSERVED SHALL BE BROUGHT TO THE ATTENTION, IN WRITING, TO THE ARCHITECT AND/OR ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PLUMBING LEGEND SYMBOL ABBREV DESCRIPTION --------------- GW GREASE WASTE --------------------------- W SEWER OR WASTE - - - - - - - - - - - - - - - - - - V VENT ---------------- V (E) EXIST. VENT - - - - - - i CW NEW COLD WATER -- - - - - - - CW (E) EXISTING COLD WATER - - - _ - - - HW NEW HOT WATER -' - - - - - - - - - HW (E) EXIST. HOT WATER ----------------------------- NG NEW GAS ---------------- G (E) EXISTING GAS ----------------------------- CD NEW CONDENSATE DRAIN - - - - - - - - - - - - - - - CD (E) EXIST. CONDENSATE DRAIN --------------CA-------------- CA COMPRESSED AIR FCO FLOOR CLEANOUT --� WCO WALL CLEANOUT FD FLOOR DRAIN FS FLOOR SINK - - - - - - - TP TRAP PRIMER & TRAP PRIMER PIPING SOV SHUT-OFF VALVE CV CHECK VALVE PRV BACKFLOW PREVENTER W SOV'S T & P DN PIPE DOWN UP PIPE UP POC POINT OF CONNECTION �Q7 - PLUMBING NOTE CALL -OUT GAS GAS INLET AFF ABOVE FINISH FLOOR YCO YARD CLEAN OUT co CO CLEAN OUT BLDG BUILDING CLG CEILING CONT CONTINUATION EL ELEVATION FIN FINISH FL FLOOR GR GRADE NTS NOT TO SCALE OC ON CENTER SS=%� SLOPE AT A PERCENTAGE SHT SHEET TYP TYPICAL VTR VENT THRU ROOF SOURCE LEAD Source2Load Engineering and Consulting "Powering Solutions" TBPE Firm No. F-15125 9894 Bissonnet St. Suite 340 Houston, Texas 77036 Office: (713) 497-5114 Fax: 281-416-5080 Email: info@source2load.com www.source2load.com CHAD X. SLATER, SIB. ,a000 ooa000e000a0000aa000a000e< 107743 12/03/2020 EC=EIVED DEC 0 9 2020 BY - Alteration PLUMBING SPECIFICATIONS Project number Date 03 December 2020 JG R E IN r yby C S �,, a r_ C � �� Pi.0 Scale NTS f A A y 0 0.0 0! F P F P CITY COPY liECEIVED NOV 0 4 2020 BY: j.� A 0119 % N �eQCP� 10 2 �l dL-)00--6 I GT2700 I ECEIVED , �� o GREASE INTERCEPTOR NOV 0 4 2020 SPECIFICATION SHEET TAG Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice INLET G= WIDTH OF BODY OUTLET GT2700-4 through GT2700-50, INLET G= WIDTH OF BODY OUTLET GT2700-75 & GT2700-100 Model Number AB Inlet/Outlet No -Hub Flow Rate G.P.M. [L] Capacity Grease Lbs. [kg] Dimension in Inches C D/E F G _ GT2700-4 2 [51] 4 [15] 8 [4] 10 [254] 1 7-1/4 [1841 16-318 [416] 9-7/8 [251] GT2700-7 2 1511 7 [261 14 [61 11-1/8 [283] 8-1/8 [2061 17-3/4 [451] 11-7/8 [302] _ GT2700-10 2 [511 10 [381 20 [91 11-3/4 [298] 8-1/4 [2101 19-3/4 [5021 14 [356] _ GT2700-15 1 2 [511 15 [571 30 [14] 13-3/8 [340] 9-3/8 [238] 21-3/4 [552] 16-3/4 [425] _ GT2700-20 3 [76] 20 [76] 40 [181 15 [3811 11-3/4 [298] 24-5/8 [625] 17-1/4 [438] GT2700-25 3 [76] 25 [941 50 [231 17 [432] 12-7/16 [316] 26-5/8 [676] 19-7/8 [5051 _ GT2700-35 4 [102] 35 [132] 70 [32] 1 18-3/4 [476] 14-3116 [360] 28-1/2 [7241 22-1/2 [572] _ GT2700-50 4 1102] 50 [189] 100 [45] 21-1/2 [546] 1 16 [406] 30-3/8 [772] 24-1/2 [622] GT2700-75 4 [102] 75 [283] 150 [68] 22-3/4 [5871 18-1/2 [470] 40-1/4 [10221 28-5/8 [727] GT2700-100 4 [102] 1 100 [379] 200 [91] 1 27 [685] 1 23 15841 44 [1118] 33-5/8 [854] GT2700 Grease Interceptor Recommended for removing and retaining grease from wastewater in kitchen and restaurant areas where food is prepared. Grease trap is corrosion -resistant coated fabricated steel with no -hub connections, flow diffusing baffle, inte&al trap, and vented inlet flow control device. ' OPTIONS -JP2700 6 [152] Extension Regularly furnished unless otherwise specified. so `' APPROVED Zorn Industries, LLC I Light Commercial Plumbing Products 1801 Pittsburgh Avenue, Erie, PA U.S.A. 16502 - Ph. 855-663-9876, Fax 814-454-7929 Rev. C In Canada I Zurn Industries Limited Date: 2/1512018 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 - Ph. 905-405-8272, Fax 905-405-1292 C.N. No. 139638 www.zurn.eorn Prod. I Dwg. No. GT2700 SPECIFICATION AND SUBMITTAL SV 1 O Wastewater Sampling Port .; 141/2" SADNM (37 cm) � -o (s2cm) 1 115/e" / (30 cm) SUBMITTAL Standard Location: Indoor/Outdoor ❑ FCR10 >0' - 31" Field Cut Riser Installation: Above/Below grade ❑ FCR10 (x2) >31' - 64' Field Cut Risers Weight: 9 lbs. ❑ FCR10 (x3) >64" - 97' Field Cut Risers Connections: 4' (100 mm) and 6' (150 mm) Plain End Cover: Cam Locked Gas/Water Tight Polyethylene with 16,000 lb. H2O load rating Approval Signature: Date: Company. Specifying Engineer: Engineering Firm: page Iof3 OrD Read all instructions before installation Install in conformance with all local codes PF Install sampling port as close as possible to and downstream from interceptor being served b ODOR ALERTI Do not install air gap on outlet side of sampling port. row Provide at least 16" clearance above unit for routine maintenance. _-116'min. —_- 3 Risers (97" ) Max Max Water Level Risers are not designed to retain water page 2 of 3 SPECIFICATIONS NOTES 1. 4' plain end inlet/outlet (field modifiable to 6' plain end) 2. Unit weight: 9 lbs.; 3. Maximum operating temperature: 1500 F continuous 4. Offset connections 5. 2 rolls of 33` x 2" butyl mastic tape provided for sealing build -your -own riser joints. ENGINEER SPECIFICATION GUIDE Schier Sewer Viewer'"' sampling port model # SVIO shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Sampling port shall be furnished for above or below grade installation. Cover shall provide water/ gas -tight seal and have maximum 16,0001bs. load capacity. INLET END VIEW Riser Cut Line TOP VIEW 24-1/4" Qd�G�G P B / } page 3 of 3 GB2 35/50 GPM grease interceptor mt 8.3/4" (22 cm) SUBMITTAL Standard Location: indoor Installation: above/below grade Flow Rates / Grease Capacities: 35 GPM (2.2 Us) /130.5lbs. (59.2 kg) 50 GPM (3.2 Us) /127.6 lbs. (57.9 kg) Solids Capacity: 1.8 gal. (6.8 L) Liquid Capacity: 20 gal. (75.7 t) Approval Weight: 49 lbs. (22.2 kg) Connections: 4' (100 mm) FPT inlet/outlet with 4' x 3" (100 mm x 75 mm) FPT fittings Cover. bolted gas/water tight polypropylene with 1,000lb. load rating when unit is buried with FCRI riser Signature: Date: Company. Specifying Engineer: Engineering Firm: 13-3/4" (35 cm) Options ❑ FCRI (xl): > 2-1/8'- 12' field cut riser ❑ FCR1 (x2): > 12'- 25'field cut risers ❑ CC7: membrane clamping collar kit (requires FCRI riser) PP1: pumpout port kit F32:3' x 2' (75 mm x 50 mm) FPT fitdngs (x2) pagetof3 Installation Instructions Installation instructions and additional components are included with the interceptor. Read all instructions prior to installation. This interceptor is intended to be installed by a licensed plumber in conformance with all local codes. installation instructions When Installing Interceptor Inside It your dishwashing sink(s) discharges into a floor drain/ sink (drain), you must regulate the flow into the drain to avoid an overflow of water onto the kitchen floor. This can be done by installing a valve or flow restriction cap 1 1 n�nA•� Fernc.fl V t rubber flow CM> restriction end cap I on the sink piping that discharges into the drain. See drawing above for guidance. For detailed guidance on indirect connections, go to: http//webtools.schierproducts.com/Technical_Data/tndirect_Connections.pdf Flush -to -Grade Burials Flush -to -Grade buried installations (without a riser) are not recommended for heavy foot traffic areas without the use of an internal support system (sold additionally). High Temperature Kitchen Water If water is entering the interceptor at excessive temperature (over 1400 F), a drain water tempering valve (DTV) and approved backf low prevention assembly must be installed. Most state and local plumbing codes prohibit water above 1400 F being discharged into the sanitary sewer. Water above 1400 F will weaken or deform PVC Schedule 40 pipe, poly drainage fixtures like interceptors and erode the coating of cast iron (leading to eventual failure). cold water supply line high temperature effluent (> 1400 F) a l approved backflow prevention assembly �— DTV (drain water tempering valve) —I directly connected Fully Support Base of Unit Install unit on solid, level surface in contactwith the entire footprint of unit base; for suspended installations design trapeze to support the wet weight of the unit. Do not partially support unit or suspend unit using metal U-channel to create a trapeze Support Inlet and Outlet Piping For above grade installations ensure heavy inlet and outlet piping (such as cast iron or long runs) is properly supported or suspended during the entire installation process to prevent connection failure or damage to bulkhead fittings. indirectly connected concrete floor iInterceptor suspended installation V-- pipe supports page 2 of 3 SPECIFICATION Notes 1. 4' FPT inlet/outlet with 4'x3' FPT fittings. 2. Unitweight- 49 Ids. (wet weight 216 Ids.) 3. Capacities - Liquid: 20 gal. p35 GPM- Grease: 130 lbs. (17.8 gal.) g50 GPM- Grease: 127 Ids. (17.3 gal.) Solids: 1.8 gal. 4. Built-in flow control. 5. For gravity drainage applications only. 6. Do not use for pressure applications. 7. Cover placement allows full access to tank for proper maintenance. S. Vent not required unless per local code. 9. Engineered inlet and outlet diffusers are removable to inspect/clean piping. 10.Integral air relief/ anti -siphon. Engineer Specification Guide Schier Great BasinTM grease interceptor model nGB2 shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA B481.1, with field cut riser system, built-in flow control, built-in test caps and three outlet options. Interceptor flow rate shall be 35 or 50 GPM. Interceptor grease ca be 1-O'Ibs.� p 35 GPM or 1271 p50 GPM. rshall provide water s-tight seal and have minimum 4,50 lbs. load capacity. id Performance sinTM hydromechanicalgrease intercep- :hird party performance -tested and listed to ASME nA112.14.3 and CSA B481.1 iterceptor standards and greatly exce tents for grease separation and star e. compliant to the Uniform Plumbi Code nal Standard Plumbing Code, t Plumbing Code of Canada,a the onal Plumbing Code. FLOW Outlet'C' (Optional) Outlet'A' (Optional) CL of plain end inlet and outlet f-021-1/2'Cover IT Shown with optional pumpout port kit Outlet'B' (Standard) Outlet foot must face this direction in all configurations Note #10 invert Static water line •7-1/4' invert when using 4'x3' fittings Rated Grease Capacites for Units Piped in Series No. of Units Removal Efficiency in Series 97.8% 99%' 2 274 lbs. 1801bs. 'Satisfies Miami DERM 99% efficiency requirements NOTE: Flow rate for 2 G32 units piped in series is 35 GPM only page 3 of 3 Ci t y of La Port e 604 W Fai r rront Pkwy LaPorte, Tx 77571 I nspect i on Request Line: 281-470-5130 * * * * BLDG. PLUMBI NG PERM T*** ---------------------------------------------------------------------------- Appl i cat i on Nurrber . . . . . 20- 00002301 Dat a 1/ 05/ 21 Property Address . . . . . . 1115 S BROADVVAY ST HCAD Nunter: 001- AI t er nat a Search rvb t hod: Appl i cat i on t ype descr i pt i on ADDN, CONWRCI AL Subdivision Narre . . . . . . UB ADDRESS Property Use . . . . . . . . Property Zoning . . . . . . . COMM - GENERAL Appl i cat i on vat uat ion . . . . 2500 ---------------------------------------------------------------------------- Type of V1brk GREASE TRAP ONner Cont r act or ------------------------ ------------------------ PALADI N PLUIVBI NG 10405 NORTH AVENUE H LA PORTE TX 77571 (281) 476-5988 --------------------- Structure Inforrration 000 000 ---------------------- Const r uct i on Type . . . . . NON- COMBUSTI BLE I I Occupancy Type . . . . . . BUSINESS Other st r uct info . . . . . FLOOD ZONE AE ------ --------------------------------------------------------------------- Per rri t . . . . . . BLDG PERM T PLUM31 NG Addi t i onal desc . . GREASE TRAP Per rd t pi n nurrber . 657189 Per rri It Fee . . . . 23.75 Plan Check Fee .00 I ssue Date . . . . 1/ 05/ 21 Val uat i on . . . . 0 Expi rat i on Date . . 7/ 04/ 21 Ot y Uni t Charge Per Ext ensi on BASE FEE 20.00 1 . 00 3.7500 EA PL - FI XTURES/ DRAI NS/ TRAPS 3.75 ---------------------------------------------------------------------------- Speci al Not es and Corrrrent s 1/4/2021, 4:45: 15 PM LAPOJLD COMVERCI AL PERM T NOTES 1. ALL NEW DEVELOPMENT MJST OBTAIN A Vl4TER ACCOUNT THROUGH THE CITY OF LA PORTE WATER DEPARTMENT @ 281 . 470. 5020, PRIOR TO BUILDING PERM T ISSUANCE. 2. ALL VrDRK MUST COMPLY W TH THE APPROVED PLANS, I NSPECTI ONS. 3. CONTRACTOR MUST COMPLY W TH ATTACHED FIRE MARSHALL PLAN REVIEW CONVENTS IF APPLICABLE 4. OVWER/ CONTRACTOR RESPONSIBLE TO Ci t y of La Po t e 604 W Fai r rront Pkwy La Porte, Tx 77571 1 nspect i on Request Li ne: 281-470-5130 * * * * BLDG. PLUM31 NG PERM T**** Appl i cat i on Nurrber 20-00002301 Speci al Notes and ConTnent s COMPLY W TH TEXAS ACCESSI BI LI TY STANDARDS (TAS) AS REQUIRED 5. THIS BUILDING PERM T APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAW NGS W TH RED LI NES, PLAN REVI EW COMJENTS & CERTI FI ED SITE PLAN & I NSPECTI ONS. 6. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERM TS AND I NSPECTI ONS. 7. SEPARATE ELECTRICAL, PLUMBING & NECHANI CAL PERM TS REQUIRED FOR ANY RELATED V\DRK. 8. ANY NEW OR PROPOSED SI GNAGE REQUIRES A SEPARATE SIGN PERM T BEFORE I NSTALLI NG ANY SI GNAGE. 9. CALL FOR INSPECTIONS BEFORE ANY WDRK IS COVERED. 10. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM I CC CERTI FI ED 3RD PARTY ENERGY CODE INSPECTOR BEFORE THE BUILDING FINAL I NSPECTI ON IF APPLICABLE. 11. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF V\ORK MUST BE APPROVED BY THE I NSPECTI ONS DI VI SI ON PRIOR TO COMVENCI NG CHANGES IN THE FIELD 12. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDW RED AND INTERCONNECTED IF APPLICABLE. 13. GFCI RECEPTACLES REQUIRED TO COMPLY W TH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS V\HERE REQUIRED. 13. M NI MJM SI X- I NCH (6 ) STUD VVaLLS SHALL BE REQUI RED V)HERE DRAI N, VAaSTE, AND VENT PLUM31 NG I S I NSTALLED. 14. ALUM NUM CONDUCTORS M4Y BE USED IN COMVERCI AL APPLI CATI ONS AS FOLLOM: OUTSIDE AERIAL CONDUCTORS, AND SERVICE ENTRANCE CONDUCTI OS. Page 2 Dat e 1 / 05/ 21 Fee surrrrery Charged Paid Credited Due --------------------------------------------------------- Per rri t Fee Tot al 23.75 23.75 .00 .00 PI an Check Total .00 .00 .00 .00 Grand Total 23.75 23.75 .00 .00 City of La Porte 604 W Fai r rnont Pkwy La Porte, Tx 77571 I nspecti on Request Line: 281-470-5130 * * * * BLDG. PLUM31 NG PERM T* Page 3 Appl i cat i on Number . . . . . 20- 00002301 Dat a 1/ 05/ 21 x 9 - - -- x--gas -I�'�L ------------------------------------------------------- Si gnat ur a of cont r act or or Aut hor i zed Agent Dat e ------------------------------- ------------------------ Appr oved by Bui I di ng Of f i ci al or Aut hor i zed Agent Dat e City of La Porte' 604 W. Fairmont Pkwy La Porte TX 77571 Planning & Development Phone: 281.470.5073 BUILDING COMMERCIAL PLUMBING PERMIT APPLICATION Fax: 281.470.5005 permits@laportetx.gov 1. PROJECT INFORMATION —� T X -7-75� I -II-J ADDRESS: omO ) Dfw6b0(ALJ c(SL 1"y,CQY t- I DESCRIBE WORK: Q e I I U I c I THIS PLUMBING JOB A PART OF A BUILDING PROJECT: DYES O IF YES, PROVIDE BLDG. PERMIT NO.: 2. PROPERTY OWNER: I �)Ial(` ¢/ LI� I NAME: I\ 1IIVINO.: 7�57I ✓I ✓� y ,, �PHOONEE I I II YD CA6 MAILING ADDRESS: I W U E-MAIL ADDRESS: NI 1 3. PLUMBING CODTRAC/TOT.: I I C P f\Se, L COMPANY NAME:pp l//iI`' I Vl 1.1 i n D u-m )),In u 3 a PHONE NO.: (0 _ E-MAIL AD ESS: 1y / PC MAILING ADDRESS: CONTACT PERSON: r /1-� /�%� I a� I - �5D PHONE NO.: I ITEM FEE QUANTITY TOTAL PERMIT ISSUE FEE- COMMERCIAL $20.00 1 $20.00 MINIMUM PERMIT FEE $20.00 FIXTURES, DRAINS, & TRAPS $3.75/ EACH SEWER (NEW, REPAIR, OR REPLACEMENT) $7.501 EACH SEPTIC TANK, SEEPAGE PIT, DRAIN FIELD $15.00/ EACH WATER HEATER $3.751 EACH GAS PIPING SYSTEM (1 TO 4 OUTLETS) $7.50 FLAT FEE GAS PIPING SYSTEM (OVER 4 OUTLETS) $1.50/ EACH WATER PIPING AND/ OR WATER TREATING EQUIPMENT $7.501 EACH INSTALLATION, ALTERATION, REPAIR - DRAIN OR VENT REPAIR/ ALTERATION $7.50/ EACH VACUUM BREAKER/ BACKFLOW PROOTECTION (1-5) $3.751 EACH VACUUM BREAKER/ BACKFLOW PROTECTION (OVER 5) $2.25/ EACH 4. NOTES TO APPLICANT: NOT A VALID PERMIT UNTIL CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL. • CERTIFICATE OF GENERAL LIABILITY INSURANCE AND STATE LICENSE MUST BE CURRENT WITH STATE OF TEXAS AND CITY OF LA PORTE. PROVIDE CERTIFICATE OF GENERAL LIABILITY INSURANCE WITH CITY OF LA PORTE AS CERTIFICATE HOLDER AND STATE LICENSE TO REGISTER (NO ADDITIONAL FEE). • RE -INSPECTION FEE $35.00 • COMPLETE APPL A ION AND ALL UPPORTING DO UMENTS REQUIRED PRIOR' TO PERMIT ISSUANCE. (� f,� n APPLICANT SIGNATURE: INTED NAME: a ISSN ' se &-ATE: I Ol - cI - 'Lc) FOR STAFF USE ONLY Jen 1 �/ APPROVED FOR ISSUANCE I 1 90 BY: DATE: PERMIT NO.: LG0=2 u, TOTAL PERMIT FEE: Ci t y of La Port e 604 W Fai r rront Pkwy La Porte, Tx 77571 I nspect i on Request Line: 281-470-5130 * * * *BUI LDI NG PERM T**" ---------------------------------------------------------------------------- Appl i cat i on Number . . . . . 20- 00002301 Dat a 1/ 05/ 21 Property Address . . . . . . 1115 S BROADVAY ST HCAD Number: 001- - - Al t er nat a Search Mbt hod: Appl i cat i on t ype descr i pt i on Subdi vi si on Narre . . . . . Property Use . . . . . . . Property Zoni ng . . . . . . Appl i cat i on val uat i on . . . --------------------------------- Type of V\br k GREASE TRAP ADDN, COMVERCI AL UB ADDRESS COMM - GENERAL 2500 ONner Cont r act or ------------------------ ------------------------ PALADI N PLUM] NG 10405 NORTH AVENUE H LA PORTE TX 77571 (281) 476-5988 --------------------- Structure Inforrretion 000 000 ---------------------- Const r uct i on Type . . . . . NON- COM3USTI BLE 11 Occupancy Type . . . . . . BUSINESS Other st r uct info . . . . . FLOOD ZONE AE ---------------------------------------------------------------------------- Per rri t . . . . . . BLDG PERM T- COMVERCI AL ADD ON Additional desc . . GREASE TRAP PERM T Perm t pi n number . 657171 Per rri t Fee . . . . 35.00 Plan Check Fee 17.50 I ssue Dat e . . . . 1/ 05/ 21 Val uat i on . . . . 2500 Ex pi rat i on Date . . 7/ 04/ 21 Ot y Uni t Charge Per Ext ensi on BASE FEE 20.00 2.00 7. 5000 THOU BLDG - 1, 001 - 50, 000 1 5. 00 ------ --------------------------------------------------------------------- Speci al Not es and Conn nt s 1 / 4/ 2021 , 4: 45: 15 PM LAPOJ LD COMVERCI AL PERM T NOTES 1. ALL NEW DEVELOPMENT MJST OBTAI N'A VATER ACCOUNT THROUGH THE CITY OF LA PORTE VATER DEPARTMENT @ 281.470.5020, PRI OR TO BUI LDI NG PERM T I SSUANCE. 2. ALL NORK MUST COMPLY W TH THE APPROVED PLANS, I NSPECTI ONS. 3. CONTRACTOR MJST COMPLY W TH ATTACHED FIRE WRSHALL PLAN REVIEW COMVENTS IF Cl t y of La For t e 604 W Fai r rront Pkwy La Porte, Tx 77571 nspect i on Request Line: 281-470-5130 * * * * BUI LDI NG PERM T**** Appl i cat i on Number 20-00002301 Speci al Not es and Corrrrent s APPLICABLE 4. OWNER/ CONTRACTOR RESPONSIBLE TO COMPLY W TH TEXAS ACCESSI BI LI TY STANDARDS (TAS) AS REQUIRED 5. THI S BUI LDI NG PERM T APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAW NGS W TH RED LINES, PLAN REVIEW COMVENTS & CERTI FI ED SITE PLAN & I NSPECTI ONS. 6. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERM TS AND I NSPECTI ONS. 7. SEPARATE ELECTRICAL, PLUIVBI NG & NECHANI CAL PERM TS REQUIRED FOR ANY RELATED VVORK. 8. ANY NEW OR PROPOSED SI GNAGE REQUIRES A SEPARATE SIGN PERM T BEFORE INSTALLING ANY SI GNAGE. 9. CALL FOR I NSPECTI ONS BEFORE ANY VORK IS COVERED. 10. FI NAL ENERGY CODE CERTI FI CATE OF CONPLI ANCE REQUI RED FROM I CC CERTI FI ED 3RD PARTY ENERGY CODE INSPECTOR BEFORE THE BUILDING FINAL I NSPECTI ON IF APPLICABLE. 11. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF VYDRK MJST BE APPROVED BY THE I NSPECTI ONS DI VI SI ON PRIOR TO COMVENCI NG CHANGES IN THE FIELD 12. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDW RED AND INTERCONNECTED IF APPLICABLE. 13. GFCI RECEPTACLES REQUIRED TO COMPLY W TH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS VV'iERE REQUIRED. 13. M NI MJM SI X- I NCH ( 6 ) STUD VALLS SHALL BE REQUIRED WHERE DRAIN, VASTE, AND VENT PLUM31 NG I S I NSTALLED. 14. ALUM NUM CONDUCTORS M4Y BE USED IN COMVERCI AL APPLI CATI ONS AS FOLLOM: OUTSIDE AERIAL CONDUCTORS, AND SERVICE ENTRANCE CONDUCTIOS. Page 2 Dat a 1/ 05/ 21 Fee surrrrary Charged Paid Credi ted Due Ci t y of La Port e 604 W Fai r rront Pkwy La Porte, Tx 77571 Inspection Request Line: 281-470-5130 * * * *BUI LDI NG PERM T* * * * Appl i cat i on Nurrber . . . . . 20- 00002301 ----------------- ---------- Per rd t Fee Tot al ---------- ---------- 35.00 35.00 .00 Plan Check Total 17.50 17.50 .00 Grand Total 52.50 52.50 .00 ---------------- Page 3 Date 1/05/21 ------- .00 .00 .00 -------k ------- l 5 aoa� GNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE ( APPROVED BY BUILDING OFFI CI AL OR AUTHORIZED AGENT) DATE Received DEC 2 9 ION Ins ections Divisiot City of Le Porte 604 W. Fairmont Pkwy La Porte TX 77571 Applicant Name: S HCAD PrcN No q: 1 — LEGAL DESCRIPTIC JP perty r. e aW la2a SELECT ALL THAT APPLY: NEW FOUNDATION FENCE I Z. 2 4• 2-0iTians ; n T $• - �.- Planning & Development Phone: 281.470.5073 BUILDING PERMIT APPLICATION Fax 281.470.5005 permitsClaportebcgov UtU—Ut Lt 1-3 I G5t I•11%ff �l (3) LA {POY, w, Eavlail: Phone: k s Pla-2 a O(YQ p,M - 4 S 1 -5 E II Phone: "IfP- N//- • 4-E ll: C h4 Phone: ik)uftr% Z (Iou_I 2_(OUICL-Crw� E-Mail: Phone: Business/ Project Name: So ]-RESIDENTIAL L\4tOMME ceFs Nor OLXRE vALLNTXXr ITION ❑ REMODEL ❑ IRRIGATION ❑ SIGN ❑ POOL ❑ DRIVEWAY f, V.WATIDII REOUIRED SP, 500 der Q.P• CCorH•i QCULVERTS ❑ OTHER 1. APPLICATION CHECKLIST &SUPPORTING DOCUMENTATION: I ORE �IDENTLLL PROJECT: SUBMIT (2) COMPLETE SETS TO SCALE WD COPIES) OF CONTRUCTION PLANS FOR REVIEW. e.CQW AERCLLL PROJECT REOL/DTES: 1. (2) COMPLETE SETS (HARD COPIES) OF CONTRUCTON PUNS AND SITE PLAN FOR REVIEW. 2. CDI Use DJ POP FORMAT SHOULD INCLUDE CONSTRUCTION PLANS, SITE PLAN, AND COMPLETE APPLICATION. A SITE PLAN FEE DUE AT TIME OF SUBMITTAL MAJOR SITE PLAN 10 ACRES OR GREATER: 6=01) • 85.00 PER ADDITIONAL ACRE; � MINOR SITE PLAN LESS THAN 10 ACRES: S200.00 4 $5.00 PER ADDITIONAL ACRE OLIONTRACTOR RE0002EMENTS: CURRENT GENERAL LIABILITY CERTIFICATE OF INSURANCE MINIMUM OF S1a0.DD0. CITY OF LA PORTE: 00/ W. FAIRMONT PKWY; U PORTE. TX 77571 AS THE CERTIFICATE HOLDER. II$$MMOMEOWNER IS CONTRACTOR MUST FURNISH NOTARIZED HOMESTEAD AFFIDAVIT. (FOR RESIDENTIAL PROJECT ONLY) CINOT A VALID PERMIT UNTIL OWNER/ CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID W FULL SITE PLAN FEE IS DUE AT SUBMITTAL OF APPLICATION. AS A CONDITION OF THIS SUBMITTAL, I AGREE TO ALLOW EMPLOYEES OF CTTY OF LA PORTE TO ACCESS MY PROPERTY FOR THE PURPOSE OF WSPE TlN OR VERIFYING INFORMATION P OVID w THIS APPLICATION M THE PLANS SUBMITTED ,� mbe THEREWITH. T SIGNATURE OF APPLICANT: T NAME: II AftV SSC4 kse rc'BA-k STAFF USE ONLY: TAXES: CODE ENFOCEMENT: O K FL D ZONE: TYPE OF CONSTRUCTION: TYP OF OCCUPANCY: USE ^ ZONE L1 V HASEPERWTTFEE PERMITFEE I •mre Im onen NEW WATER ACCOUNT SET-UP REQUIRED FOR THIS PROJECT: YES NO PERMIT APPLICATION RECEIVED BY: (R Q,t,` DATE: Dawson, Jaycee From: Dawson, Jaycee Sent: Monday, January 4, 2021 12:13 PM To: jacksplaza@gmail.com Subject: 1115 S BROADWAY ST. - GREASE TRAP ADDITION - NEED PROJECT VALUATION Good Afternoon, If you find a moment please provided the project cost valuation for the grease trap installation located at 1115 S Broadway St. If you have any questions or concerns please do not hesitate to let me know! Thankyou! JAYCEE DAWSON CITY OF LA PORTE PERMIT TECHNICIAN 281.470.5074 The City of La Porte recently approved the 2018 Building Code editions and the 2020 National Electrical Code to be effective November 28, 2020 EFFECTIVE NOVEMBER 30, 2020 ANY INSPECTION REQUESTED AFTER 7:00 AM WILL BE SCHEDULED FOR THE FOLLOWING BUSINESS DAY COMMERCIAL PERMIT NOTES; 1. ALL NEW DEVELOPMENT MUST OBTAIN A WATER ACCOUNT THROUGH THE CITY OF LA PORTE WATER DEPARTMENT @ 281-470-5020, PRIOR TO BUILDING PERMIT ISSUANCE. 2. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS IF APPLICABLE. 4. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 6. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS �1.I�71.FylYwl[�l.F.� 7. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED FOR ANY RELATED WORK. 8. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION IF APPLICABLE. 11. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMENCING CHANGES IN THE FIELD. 12. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2020 NEC HARDWIRED AND INTERCONNECTED IF APPLICABLE. 13. GFCI RECEPTACLES REQUIRED TO COMPLY WITH THE 2020 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS WHERE REQUIRED. 14. MINIMUM SIX-INCH (6") STUD WALLS SHALL BE REQUIRED WHERE DRAIN, WASTE, AND VENT PLUMBING IS INSTALLED. 15. ALUMINUM CONDUCTORS MAY BE USED IN COMMERCIAL APPLICATIONS AS FOLLOWS: OUTSIDE AERIAL CONDUCTORS, AND SERVICE ENTRANCE CONDUCTORS. CITY Copy