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3/4" DCW DROP, SEE <br />PLANS FOR <br />LOCATION. <br />BALL <br />VALVE, TYP. <br />bo <br />DISCONNECT <br />IPA <br />oil <br />I� <br />FRONT ELEVATION <br />REMOTE HAND SINK DETAIL <br />12" = V-0" <br />NOTE: <br />A. PROVIDE FIXTURES WITH ACCESSORY OPTIONS AS SCHEDULED. <br />B. ALL PIPING TO BE PIPE CLASS DCW. PROVIDE TRANSITION FITTINGS AS <br />REQUIRED FOR CONNECTION TO ALL FIXTURES AND EQUIPMENT. ALL CW <br />PIPING TO BE INSULATED WITH TYPE AS INSULATION, ALL HW AND TW PIPING <br />TO BE INSULATED WITH TYPE HC3 INSULATION. <br />C. INSTANTANEOUS WATER HEATER TO BE INSTALLED IN NEMA-4X CABINET <br />PROVIDED AND INSTALLED BY CONTRACTOR. <br />D. PROVIDE PIPE SUPPORTS PER DETAILS AND SPECIFICATIONS. ALL SUPPORT <br />RODS WELDED TO STAND SHALL BE 304 STAINLESS STEEL, ALL OTHER <br />SUPPORTS AND MATERIALS SHALL MATCH BASE SPECIFICATIONS. <br />E. SUPPORT STRUCTURE SHOWN IN GRAY SCALE FOR DRAWING CLARITY, <br />REFER TO DETAIL <br />INDICATED. <br />— WELD SINK WALL <br />BRACKET TO <br />SUPPORT <br />STRUCTURE. <br />— S.S. FLAT GRID STRAINER, <br />SLIP <br />NUT AND WASHERS, 1 11T PVC <br />TAILPIECE, 1 1/2" PVC P-TRAP, <br />CONNECT TO STACK (BEHIND). <br />C <br />nrr PU AAI r-^f% nl Jr ^r%11^ rNm r1/\P1r1r P9 <br />IJ1F:b�GII►lC7:1.t+'7ja <br />VENT THRU ROOF WITH FLASHING FITTING DETAIL <br />12" = V-0" <br />HISS 2x2xl/8, <br />SUPPORT <br />STEEL, TYP. <br />TYP 4 <br />FINISH FLOOR <br />4'-0" 45 DEGREE MITERED <br />JOINT AT CORNER. <br />TYP 3 <br />CV <br />10 <br />CV <br />SEE BASE SUPPORT' <br />DETAIL. <br />FRONT ELEVATION <br />REMOTE HAND SINK SUPPORT STAND <br />1 /2" = V-0" <br />-4-1" TYP THROUGH HOLE FOR <br />1/2" 0 ANCHOR BOLT, <br />8x8x1/2 BASE • ❑ • TYP (4). <br />PLATE. <br />HEX NUT AND <br />NON -SHRINK WASHER, BOTH <br />EPDXY GROUT. C4 <br />SIDES OF PLATE. <br />1 /2"0 CONCRETE ANCHOR 6" CONCRETE SLAB. <br />ROD, 4" DEEP (6" TOTAL) <br />BASE SUPPORT <br />NOTE: <br />A. ALL SUPPORT STEEL AND FASTENERS SHALL BE 304 STAINLESS STEEL. <br />B. ALL STEEL TO STEEL CONNECTIONS TO BE CONTINUOUSLY WELDED. ALL EXPOSED WELDS <br />SHALL BE GROUND SMOOTH, FREE OF PITS, CREVICES AND DISCOLORATION. TOUCH UP <br />PAINT AS REQUIRED AT BUILDING COLUMN. <br />C. VERIFY LOCATION AND SIZE OF MOUNTING HOLES FOR EQUIPMENT, ADJUST <br />INTERMEDIATE SUPPORTS AS REQUIRED TO BE CENTERED WITH EQUIPMENT MOUNTING <br />HOLES. <br />D. VERIFY MOUNTING HEIGHT OF SINK AND BRACKET LOCATION, ADJUST INTERMEDIATE <br />SUPPORT AS REQUIRED TO BE CENTERED WITH SINK MOUNTING BRACKET. <br />BALL VALVE, - <br />TYP. <br />FRONT ELEVATION <br />REMOTE EMERGENCY SHOWER DETAIL <br />12" = 1'-01, <br />-E: <br />PROVIDE FIXTURES WITH ACCESSORY OPTIONS AS SCHEDULED. <br />ALL PIPING TO BE PIPE CLASS DCW. PROVIDE TRANSITION FITTINGS AS <br />REQUIRED FOR CONNECTION TO ALL FIXTURES AND EQUIPMENT. ALL CW <br />PIPING TO BE INSULATED WITH TYPE AS INSULATION, ALL HW AND TW PIPING <br />TO BE INSULATED WITH TYPE HC3 INSULATION. <br />INSTANTANEOUS WATER HEATER TO BE INSTALLED IN NEMA-4X CABINET <br />PROVIDED AND INSTALLED BY CONTRACTOR. <br />PROVIDE PIPE SUPPORTS PER DETAILS AND SPECIFICATIONS. ALL SUPPORT <br />RODS WELDED TO STAND SHALL BE 304 STAINLESS STEEL, ALL OTHER <br />SUPPORTS AND MATERIALS SHALL MATCH BASE SPECIFICATIONS. <br />SUPPORT STRUCTURE SHOWN IN GRAY SCALE FOR DRAWING CLARITY, <br />REFER TO DETAIL <br />INDICATED. <br />—1f1" TYP THROUGH HOLE FOR <br />2'-6" 8x8x1/2 BASE-1/2"fd ANCHOR BOLT, <br />TYP (4). <br />PLATE. <br />HEX NUT AND <br />NON -SHRINK WASHER, BOTH <br />45 DEGREE MITERED EPDXY GROUT. (46" <br />SIDES OF PLATE. <br />JOINT AT CORNER, TYP. <br />1/2"0 CONCRETE ANCHOR CONCRETE SLAB. <br />HSS 2x2x118, <br />SUPPORT <br />STEEL, TYP. <br />SEE BASE SUPPORT <br />DETAIL. <br />FINISH FLOOR <br />TYP 3 <br />TYP 8 <br />+ <br />FRONT ELEVATION <br />aD <br />ROD, 4" DEEP (6" TOTAL) <br />BASE SUPPORT <br />NOTE: <br />A. ALL SUPPORT STEEL AND FASTENERS SHALL BE 304 STAINLESS STEEL. <br />B. ALL STEEL TO STEEL CONNECTIONS TO BE CONTINUOUSLY WELDED. ALL EXPOSED WELDS <br />SHALL BE GROUND SMOOTH, FREE OF PITS, CREVICES AND DISCOLORATION. TOUCH UP <br />PAINT AS REQUIRED AT BUILDING COLUMN. <br />C. VERIFY LOCATION AND SIZE OF MOUNTING HOLES FOR EQUIPMENT, ADJUST <br />INTERMEDIATE SUPPORTS AS REQUIRED TO BE CENTERED WITH EQUIPMENT MOUNTING <br />HOLES. <br />D. VERIFY MOUNTING HEIGHT OF SINK AND BRACKET LOCATION, ADJUST INTERMEDIATE <br />SUPPORT AS REQUIRED TO BE CENTERED WITH SINK MOUNTING BRACKET. <br />REMOTE EMERGENCY SHOWER SUPPORT STAND <br />112" = V-0" <br />CONSULTING ARCHITECT/ENGINEER <br />cc:i ::)) <br />�R��b <br />PROJECT TITLE <br />CLARK, RICHARDSON AND BISKUP I <br />CONSULTING ENGINEERS, INC. <br />CRIB ARCHITECTS -ENGINEERS P.C. <br />1 GLENLAKE PARKWAY <br />SUITE 600 <br />ATLANTA, GA 30328 <br />PHONE: 404-860-1440 <br />FAX: 404-860-1442 <br />ZEPHYRHILLS LINE 12 <br />REV <br />BY <br />DATE <br />DESCRIPTION <br />0 <br />GJH <br />25AUG21 <br />ISSUED FOR BID <br />1 <br />GJH <br />22SEP21 <br />ISSUED FOR PERMIT <br />LICENSEE a <br />Gordon James Handziuk, PEt „�. <br />State of Florida ' <br />Professional Engineer p' <br />License No. 91122 �. <br />This item has been digitally signed and <br />sealed by Gordon James Handziuk, PE moo,® <br />on the date adjacent to the seal <br />�'D <br />Printed copies of this document are not <br />considered signed and sealed and theAk <br />signature must be verified on any t114, 1 <br />electronic copies. <br />29 Sep 2021 <br />CRIB ARCHITECTS -ENGINEERS P.C. LICENSE #09000002537 <br />CRB CONSULTING ENGINEERS, INC LICENSE #1796000003389 <br />INFORMATION CONTAINED HEREIN IS CONSIDERED CONFIDENTIAL. THIS <br />DOCUMENT IS NOT TO BE USED, REPRODUCED, OR DISCLOSED IN WHOLE OR <br />PART WITHOUT THE PRIOR WRITTEN PERMISSION OF BLUETRITON BRANDS, <br />PROJ. NO. <br />217043.00 <br />DESIGNED BY: <br />SIB <br />SCALE: <br />As indicated <br />CHECKED BY: <br />GJH <br />SHEET SIZE: <br />30x42 <br />APPROVED BY: <br />GJH <br />DRAWING TITLE <br />PLUMBING <br />DETAILS <br />"DRAWING NUMBER <br />P60-01 <br />