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INSTALL PER MANUFACTURER'S INSTRUCTIONS <br />2-1/4" DIA X 3" SIMSPON SDS <br />PENETRATION TO 4X4 BLOCKING <br />4x4 BLOCKING T&B SECURED TO <br />STUDS AT EACH END WITH SIMPSON <br />A34 FRAMING TOP & BOTTOM <br />2-1/4" DIA X 3" SIMSPON SDS <br />PENETRATION TO 4X4 BLOCKING <br />LOCATE SDS SCREW PENETRATIONS <br />AT LEAST 4" APART WHERE ONE HOLE <br />IS ABOVE THE UPPER STRAP SLOTS IN <br />BRACKET AND THE OTHER HOLE <br />BELOW LOWER STRAP SLOTS. SEE <br />INSTALLATION INSTRUCTIONS FOR <br />MORE INFORMATION. <br />8'-2" <br />5'-0" <br />(COVERS & RINGS REMOVED) <br />TOP VIEW <br />6'-3" <br />4'-9" <br />5'-1" <br />5'-4" <br />1000 GALLON <br />GREASE INTERCEPTOR <br />MODEL JP1000EPE-G <br />LISTED BY UPC ® <br />NORTHERN CALIFORNIA <br />24" CAST IRON FRAMES AND COVERS <br />WITH GASKET (GASTIGHT) 2 TOTAL <br />4" PIPE <br />AND FITTINGS <br />STANDARD <br />2'-3" TO 7'-3" <br />OPERATING CAPACITY: 1,000 GALLONS. <br />DESIGN LOAD: H-20-44 TRAFFIC WITH DRY SOIL CONDITIONS <br />(WATER LEVEL BELOW TANK) AND 1'-6' EARTH COVER. <br />SUITABLE SUB-BASE BEDDED WITH GRANULAR MATERIAL SHALL BE <br />PREPARED TO HANDLE ANTICIPATED LOADS. <br />FOR COMPLETE DESIGN AND PRODUCT INFORMATION <br />CONTACT JENSEN PRECAST. <br />Jensen Precast reserves the right to make changes to product design <br />and/or dimensions without notice. Please contact Jensen Precast <br />whenever necessary for confirmation or advice on product design. <br />3", 6" AND 12" <br />GR2432 GRADE RINGS <br />AS REQUIRED <br />PLUG <br />C <br />9/19/07 <br />JP1000G_EPE_NOCAL_B.dwg <br />2007 Jensen Precast <br />AMTROL ST-12 EXPANSION <br />TANK 11"∅x15". OPERATING <br />WEIGHT 40LBS. PROVIDE <br />SUPPORT WITH QUICK STRAP <br />#QS-12. <br />SCALE :NONE <br />PROVIDE 4"HIGH <br />HOUSEKEEPING PAD.GGA1 <br />GWH <br />ET <br />A1 <br />A1 <br />CP <br />GAS PIPING, <br />SEE PLANS <br />FOR SIZE <br />LINE SIZE GAS <br />SHUT OFF COCK <br />AND UNION <br />THERMOMETER <br />UNION, TYP <br />HWR <br />CW <br />HB <br />FLUE, SEE MANUFACTURER <br />INSTALLATION <br />INSTRUCTIONS AND MECH. <br />DWGS. <br />AIR RELEASE VALVE <br />SEE SCHEDULE FOR <br />OTHER <br />REQUIREMENTS <br />3 <br />P5.1 <br />"HONEYWELL" AQUASTAT <br />L4006A 1017, TYP <br />ROUTE T&P RELIEF <br />VALVE, CONDENSATE <br />DISCHARGE & PAN <br />DISCHARGE TO FLOOR <br />SINK OR APPROVED <br />RECEPTOR. PROVIDE <br />ACID NEUTRALIZING KIT <br />ON CD. <br />6" LONG <br />DIRT LEG <br />NOTE: <br />PROVIDE ACID <br />NEUTRALIZER FOR <br />CONDENSING <br />WATER HEATERS <br />5 <br />M6.1 <br />1200lbs <br />120°HW <br />TMV <br />A1 <br />27.75"DIA <br />4 <br />P5.1 <br />SUPPORT <br />GATE VALVE, TYP <br />CHECK VALVE, TYP <br />2 <br />P5.1 <br />40lbs <br />FLASHING, SEE ARCH. <br />CONCENTRIC VENT <br />BY FURNACE MFR. <br />EXHAUST, SIZE PER MFR. <br />RECOMMENDATIONS <br />12" <br />INTAKE AIR, SIZE PER <br />MFR. RECOMMENDATIONS <br />DRAWINGS <br />ROOF <br />FLASHING & COUNTER- <br />FORMED BRACKET <br />10 GA. SHEET METAL <br />SECURE ANGLE TO <br />CMU WALL <br />ANGLE W/ 3/8" MACHINE <br />BOLTS, MIN 4 EQUAL <br />SPACED <br />R=RADIUS OF <br />WATER HEATER <br />WALL SEE ABOVE <br />FOR SECURING TO <br />2" MIN. <br />ATTACH BRACKET TO <br />MOUNTING STRAP <br />L C <br />2" <br />M <br />I <br />N <br />. <br />10 GA. SHEET METAL <br />FORMED BRACKET 2"x 2"x 1/4"ANGLE LENGTH <br />AS REQUIRED TO FASTEN <br />TO WALL. <br />WALL WITH (3) <br />"HILTI" KWIK BOLT III <br />1/2" X 2-3/4"WEDGE ANCHOR. <br />OF <br />WATER HEATER <br />METAL STUD <br />10 GA. SHEET METAL <br />FORMED BRACKET <br />FORMED BRACKET <br />10 GA. SHEET METAL <br />LONG LAG BOLTS. <br />WALL WITH (3) 3/8"∅ x 2-1/2" <br />SECURE ANGLE TO <br />WOOD <br />FORMED BRACKET <br />10 GA. SHEET METAL <br />CONCRETE WALL <br />SECURE ANGLE TO WALL <br />WITH (3) "HILTI" KWIK BOLT TZ <br />’"∅ x 3" EXPANSION <br />ANCHOR. <br />4x4 BLOCKING SECURED TO <br />STUDS AT EACH END WITH <br />"SIMPSON" A35 FRAMING <br />ANCHORS TOP & BOTTOM. <br />SECURE ANGLE TO WALL <br />WITH (3) ’"∅ x 3" <br />SELF-TAPPING SHEET METAL <br />SCREWS <br />6" x 16 GA. METAL <br />STUD WITH NOTCHED <br />FLANGES CONTINUOUS <br />TO TWO STUDS BEYOND <br />ANCHORING WITH (3) <br />#10 SHEET METAL <br />SCREWS TO EACH WALL <br />STUD. <br />2" WIDE x 16 GA. SHEET METAL STRAP <br />ATTACH TO SHEET METAL BRACKET WITH <br />3/8"∅ MACHINE BOLT AND WASHER. <br />TYPICAL OF 2 - (1) LOCATED WITHIN THE <br />UPPPER 1/3 AND (1) LOCATED IN THE <br />LOWER 1/3 OF UNIT. <br />1/3 UP FROM BOTTOM <br />1/3 DOWN FROM TOP <br />WH MOUNTING STRAP <br />TYP. OF 2 <br />COVERS SHALL BE FIRM, STABLE <br />AND SLIP RESISTANT, AND SHALL <br />COMPLY WITH 2016 CBC 2016 <br />11B-302.1. TYPICAL. <br />10" <br />PLANTING AREAS <br />SLOPE 3/4" <br />MAX <br />SINGLE CLEANOUT <br />COVER PLUS 12" <br />OUTSIDE DIA. OF <br />1/8th BEND, (TYP.) <br />GRAVEL <br />(TYP.) <br />* PAVED AREAS: CHRISTY G8 TRAFFIC VALVE BOX <br />LC <br />CONCRETE <br />COLLAR, (TYP.) <br />* LANDSCAPED AREAS: CHRISTY F8 CURB VALVE BOX WITH EXTENSION <br />WYE BRANCH FOR <br />INTERMEDIATE CLEANOUTS - <br />1/8th BEND AT TERMINOUS <br />ONLY. <br />ASPHALT OR OTHER <br />HARD SURFACE <br />6", (TYP.) <br />10" <br />PLANTING AREAS <br />SLOPE 3/4" <br />COVER PLUS 12" <br />OUTSIDE DIA. OF <br />LC <br />MAX <br />TWO-WAY CLEANOUT <br />COVER PLUS 12" <br />OUTSIDE DIA. OF <br />1/8th BEND, (TYP.) <br />GRAVEL <br />(TYP.) <br />* PAVED AREAS: "CHRISTY CONCRETE/OLD CASTLE PRECAST", MODEL G8 TRAFFIC VALVE BOX <br />WYE BRANCH FOR <br />INTERMEDIATE CLEANOUTS <br />LC <br />6" THICK CONCRETE <br />COLLAR, (TYP.) <br />* LANDSCAPED AREAS: "CHRISTY CONCRETE/OLD CASTLE PRECAST", MODEL F8 CURB VALVE BOX WITH EXTENSION <br />1/8th BEND AT <br />TERMINOUS ONLY <br />WATER TIGHT <br />SCREW CAP <br />BACK TO BUILDINGTO MAIN SEWER LINE <br />CLEANOUT CLOSE TO <br />BUILDING HEADS <br />TOWARDS THE MAIN <br />SEWER LINE <br />TO MAIN SEWER LINEBACK TO BUILDING <br />FINISHED GRADE <br />FINISHED <br />GRADE <br />* ADJUST BOX TO FINAL <br />GRADE. LID SHALL BE VANDAL <br />PROOF WITH "SEWER" <br />STAMPED ON THE LID, (TYP.) <br />ASPHALT OR OTHER <br />HARD SURFACE <br />6", (TYP.) <br />* ADJUST BOX TO FINAL GRADE. <br />LID SHALL BE VANDAL PROOF <br />WITH "SEWER" STAMPED ON THE <br />LID, (TYP.) <br />NOTE: SINGLE/INDIVIDUAL CLEANOUTS SHALL BE PROVIDED (AND PLACED) IN STRICT COMPLIANCE WITH THE <br />2016 CPC - AT UPPER TERMINALS/END OF SEWER MAINS, ON BRANCH LINES IN EXCESS OF 5FT. AND <br />AT 50 FT. INTERVALS (INTERIOR TO THE SPACE) PER DIVISION 22 SPECIFICATIONS. <br />NOTE: TWO-WAY CLEANOUTS SHALL BE PROVIDED (AND PLACED) IN STRICT COMPLIANCE WITH THE 2016 CPC <br />- AT EXIT POINTS OF BUILDINGS AND AT 100 FT. INTERVALS FOR EXTERIOR/SITE SANITARY SEWER MAINS. <br />REFER TO PLUMBING <br />FLOOR PLAN FOR <br />SIZE, (TYP.) <br />WATER HEATER PAN <br />NOTE: TERMINATE CONCENTRIC VENT AS FAR <br />FROM EDGE OF ROOF AS POSSIBLE. SIDE <br />TERMINATIONS APPROVABLE PROVIDED <br />INSTALLATION IS PER MANUFACUTRER'S <br />INSTALLATION INSTRUCTION. <br />SHEETSOF730 Howe Avenue, Suite 450Sacramento, CA 95825Phone: 916.921.2112Fax: 916.921.2212KITCHEN RENOVATIONJOE SERNA SCHOOLSHEET NO. <br />CONSULTANT <br />UPDATED <br />CADFILE <br />CHECKED <br />DRAWN <br />SCALE <br />PROJECT NO. <br />DATE <br />REVISIONS BY <br />19-32-050 <br />RL <br />TD <br />AS NOTED <br />191009.00 <br />PM - DESIGN TEAM PROJECT NO. <br />MCM - RL/JSV <br />C A <br />RANCHO CORDOVA,CALIFORNIA <br />ENGINEERING CONSULTANTS, INC. <br />P I T A L <br />\\capsac.lan\network\Project_Docs\2019\191009.00\1200 Drawings\1205 AutoCAD Project Files\P5.1.dwg - April 10, 2020 12:46 PM - Joel Valencia04/10/2020 <br />FILE NO. 39-50 APP NO. 02-118041 <br />P5.1 PLUMBINGDETAILS