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37130 Eiland Blvd (3)
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37130 Eiland Blvd (3)
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Last modified
2/24/2025 4:16:24 PM
Creation date
2/18/2025 3:13:57 PM
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Building Plans
Street #
37130
Location
Eiland Blvd
Contractor
AEC Services
Building Plans - Permit #
18278
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® KEY NOTES <br />FOAM FORM <br />LAY-UP OVER <br />FORM 6" WIDE <br />M M M 360 DEGREE <br />3 MAT LAY-UP <br />INSIDE & OUTSIDE <br />ANNULAR SPACE <br />OUTER WALL <br />COLLAR <br />FOAM FORM <br />LAY-UP OVER FORM 6" <br />WIDE M M M 360 DEGREE <br />INNER WALL <br />UPPER SUMP WALL <br />ADHESIVE <br />LOWER SUMP WALL <br />LAY-UP SAMPLES SHOWN ARE FOR REFERENCE ONLY. REFER TO MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS FOR SPECIFIC LAY-UP MATERIALS AND METHODS. <br />TANK SUMP LAYUP DETAILS- <br />NTS <br />DIESEL VENT DETAIL <br />1 "=,'—p„ <br />A BLACK IRON PIPE RISER <br />A TWO LAYERS OF PRIME AND <br />kP MATERIAL BY GC <br />GRAVEL FILL MATERIAL <br />UPPER SUMP WALL <br />3 MAT LAY-UP <br />INSIDE & OUTSIDE <br />LOWER SUMP WALL <br />SCHED 40 BLACK IRON <br />IE FITTINGS BY GC <br />SINGLE <br />PRODUCT OUTPUT <br />DUAL <br />PRODUCT OUTPUT <br />2" SCHED 40 BLACK IRON <br />PIPE AND UNION BY GC <br />(G0�1 SHUT OFF VALVES <br />IV, <br />WITH FLEX <br />CONNECTOR <br />FUEL PLUMBING TREE DETAILS- <br />1 1 /2"=1'-0" <br />r^n .-.,,.•.^ ;CREME OF <br />INER COVERS <br />,NCRETE AWAY FROM <br />INER COVER <br />NG <br />PIPE NIPPLE BY GC <br />FILL MATERIAL <br />'IRON PIPE <br />TWO <br />DRIME AND <br />RIAL BY GC <br />3" <br />O <br />3" <br />RUL / PUL VENT/VAPOR DETAIL <br />PIPS <br />SUMP SENSOR E <br />U-BOLTED TO PIPE RISEF <br />PIPE CLAMPS, SENSOR BF <br />AND U-BOLI <br />2" FRP X 33" L( <br />(MIN) FOR SUMP <br />HOUSING 1" CLR FRi <br />SUMP SENSOR AND <br />SENSOR BRACKET DETAIL <br />3/4"=,'-0" <br />1 CONCRETE SLAB. REF 1-G6.1 FOR TOS ELEVATIONS. <br />ALL MANHOLES COVERS WITHIN THE TANK SLAB <br />AREA ARE TO BE SET 1" ABOVE THE FINISH GRADE <br />AND SLOPE CONCRETE AWAY FROM MANWAY <br />COVERS AT 2% GRADE. CROWN CONCRETE AS TO <br />NOT INHIBIT WATER DRAINAGE OFF THE TANK SLAB <br />(NO POOLING). <br />2 SUMP SENSOR TO REST AT LOWEST POINT OF SUMP <br />ENCLOSURE ON PRODUCT PIPING SIDE OF SUMP. <br />TANK CONTRACTOR TO SUPPLY UNISTRUT <br />BRACKETS, PIPE CLAMPS AND 2" FRP SLEEVE FOR <br />2-POINT MOUNTING OF THE SLEEVE. <br />3 POSITION BALL VALVE FOR UNOBSTRUCTED USE OF <br />SHUT-OFF HANDLE. <br />c <br />O <br />Q. <br />•U <br />4 OVERFILL PREVENTION VALVE INSTALLED PER MFR'S <br />SPECIFICATIONS. SET OVERFILL DEVICE FOR <br />RESTRICTION OF FLOW AT OR BELOW 90% TANK O <br />CAPACITY AND POSITIVE SHUT-OFF AT 95% TANK <br />CAPACITY TO MEET NFPA 30 REQUIREMENTS Proto 2nd Qtr 04-03-15 <br />r^^ `LOR SCHEME OF <br />DNTAINER COVERS <br />6.1 <br />'E CONCRETE AWAY FROM <br />DNTAINER COVER <br />6.1 <br />'EL <br />ULAR & PREMIUM <br />6" LONG <br />PE NIPPLE BY GC <br />AVEL FILL MATERIAL <br />IT TO EXPLOSION <br />J-BOX <br />FOR ROUTING <br />LACK IRON PIPE RISER <br />NO LAYERS OF PRIME <br />ZAP MATERIAL BY GC <br />Z 10 FT TANK <br />FUEL FILL CONTAINER DETAIL <br />0 <br />UC' <br />`v) <br />J M <br />M <br />u <br />�LL <br />M oul <br />_ a- <br />a c) <br />F- <br />2 <br />O Q <br />_J <br />LL <br />w <br />�~ <br />(D w <br />F_ZJ <br />Z: - <br />F-= <br />QoOf <br />U) <br />ZF- <br /><� <br />0�= <br />Y <br />Q <br />�/MW <br />N <br />Q <br />F— <br />W <br />O <br />M <br />(o cD Y o <br />W CD <br />w <br />O i- N <br />co Z <br />Mc:) <br />No 68170 <br />STATE OF - 4fJ l <br />ON <br />SSEG4. 1 <br />FUELING - USA <br />
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