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36819 Eiland Blvd
Zephyrhills
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36819 Eiland Blvd
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Last modified
2/24/2025 4:12:42 PM
Creation date
2/18/2025 3:13:44 PM
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Building Plans
Street #
36819
Location
Eiland Blvd
Contractor
Alex Roush Architects Inc
Building Plans - Permit #
Unknown
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FLUSH TOWARD <br />OPEN 51 DE OF <br />SPACE <br />n <br />N <br />N <br />0 <br />N <br />00 <br />0 <br />N <br />N <br />0 <br />N <br />DRINKING <br />FOUNTAIN <br />19" max. <br />1-1" min. <br />8 _ a <br />min. <br />c <br />T T �E <br />�E <br />Max. <br />REFERENCES: CODE OF FEDERAL REGULATIONS 28 CFR PART 36, CHAPTER 6 <br />AN51 A.117.1, CHAPTER 6 - LATEST APPLICABLE EDITION <br />U.S. ACCESS BOARD ADA ACCESSIBILITY GUIDELINES, SECTION 4 <br />NOTES: I. SEE ARCHITECTURAL DRAWING5 FOR <br />GRAB BAR AND OTHER ACCESSORY <br />LOCATIONS. <br />2. PROVIDE OFFSET WASTE PIPE FOR <br />LAVATORY. <br />3. PROVIDE INSULATION FOR LAVATORY <br />WASTE AND WATER PIPING EQUAL TO <br />TRUEBRO LAV GUARD 103 OR LAV SHIELD. <br />�)T)""FIGA <br />P-501 SCALE: NONE <br />L AGGESS I BLE FIXTURES <br />NOTE: <br />I. VALVE-5 TO BE ROTATED DOWN <br />MINIMUM OF 10 DEGREES. <br />2. SUPPLY BOX TO BE SUPPLIED B1 <br />DAVITA "FULLY LOADED". SEE <br />ELEVATION BELOW FOR CONTRA <br />SUPPLIED FITTINGS. ALL OTHER <br />FITTIN65 SHALL BE SUPPLIED BY <br />DAVITA. CONTRACTOR TO MAKI <br />FINAL CONNECTIONS FROM BOX <br />LOOP. <br />3. BIGARB AND CONCENTRATE TUBI <br />BE SUPPLIED BY DAVITA BETWEE <br />MAIN LOOP TEE AND BOX <br />CONNECTION. CONTRACTOR SHAI <br />SUPPLY NYLON H05E CLAMP TO <br />5ECURE BOTH ENDS OF THE H051 <br />COORDINATE WITH OWNER FOR is <br />REQUIREMENT5. <br />R.0 <br />CONCENTRAT3 <br />CCNCENTRATI <br />(2) FLOW -WARD GOLD <br />CONCENTRATE LOOP5 1 <br />TEE FITTINGS. DAVITA TO <br />PROVIDE 1/4" BALL VALVE <br />AND ALL OTHER FITTING5 <br />DOWNSTREAM OF TEE WITH <br />EACH BOX. BALL VALVE TO <br />BE INSTALLED BY <br />CONTRACTOR. <br />FIN. FLOOR <br />CL <br />SUPPLY <br />BOX <br />CONNECTION <br />WITH AIR GAP <br />I" PEX TUBING W/ I" <br />INSULATION R.O. LOOP. PEX <br />TUBING LOOP SHALL <br />CONNECT DIRECTLY TO <br />5TAINLE-56 STEEL TEE WHICH <br />15 DIRECTLY ATTACHED TO <br />BOX PROVIDED BY DAVITA. <br />ALL FITTINC75 DOWNSTREAM <br />OF TEE SHALL BE PROVIDED <br />WITH EACH BOX. <br />ALL PEX TUBING, INSULATION <br />AND FITTINC75 ARE <br />FURNISHED BY DAVITA AND <br />INSTALLED BY CONTRACTOR. <br />TEE TO BE INSTALLED BY <br />CONTRACTOR. <br />COORDINATE <br />DISTANCES WITH <br />BOX OUTLET <br />HEIGHTS. <br />2 �FROGESS PIPING ELEVATION DETA I . <br />P-501 SCALE: NONE <br />MAKE NO JOINTS UNDER THE SLAB <br />SINK <br />TYPE "L' HARD COPPER <br />MAKE GOrgJEGT10N ABOVE FLOOR --\ 1 _ _ <br />TYPE "K" SOFT` COMM / <br />H/ NO JOINTS <br />SINK <br />TYPE "L" HARD COPPER <br />2 <br />MAKE CONNECTION ABOVE FI..00R <br />TYPE "K" W" COPPER <br />W NO JOINTS <br />2' <br />WATER CONNECTION <br />4 BELOW SLAB DETAII <br />P-501) SCALE: NONE <br />1 <br />/ <br />/ <br />/ <br />/ I <br />� I <br />\/ I <br />STUDOR VENT. I <br />OMIT WHERE <br />INDICATED <br />ON PLANS. 7 <br />2" WASTE VERTICAL <br />WITH GLEANOUT <br />ROUTED TIGHT TO WALL. <br />COORDINATE VERTICAL <br />DRAIN TO BE ROUTED <br />IN LEAST V151E LE <br />LOCATION IN MILLWORK. <br />ROUTE IN51DE WALL <br />WHERE POSSIBLE. <br />NoTr= <br />ACTUAL DESIGN CONDITIONS MAY BE <br />SLIGHTLY DIFFERENT THAN DEPICTED <br />ABOVE. ALL R.O. BOXES SHALL BE <br />CONNECTED WITH 2" DRAIN PIPES. <br />OPEN HUB <br />R GAP <br />3 )R.O. DISPOSAL DETAIL <br />P-501 SGALE:NONE <br />WALL HUN6 LAV <br />AIR ADMITTANCE VALVE <br />(STUPOR GHEM-VENT) <br />1-1/4" WASTE FROM FIXTURE <br />1-1/4" P-TRAP <br />NOTE: <br />THIS AAV PIPING CCNFI6URATION MAY <br />ALSO APPLY TO COUNTER TOP 51NKS. <br />IR ADMITTANCE VALVE <br />TUDOR CHEM-VENT) <br />4" (MIN) <br />1-1/4" WASTE FROM FIX <br />•1/4" WASTE IN WALL. SEE <br />LOOR PLAN OR RI5M <br />>IAGRAM FOR CONTINUATION <br />TRUEBRO LAV 51 <br />5 �AAV AT LAVATORY /SINK <br />P-501)SCALE: NONE <br />Shepherd, Harvey & Associates, Inc. <br />4855 River Green Parkway, Suite 400 <br />Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 <br />770-495-4007 FAX 770-495-7112 Project Number: 22-17C <br />t0 <br />!A <br />Y <br />C <br />L <br />>+ <br />O <br />O <br />4- <br />•rl <br />$ <br />•rl <br />+j <br />L <br />•rl <br />>+ <br />> <br />Z <br />O <br />+� <br />U <br />C <br />H <br />'p <br />r1 <br />Cr <br />• 4 <br />l0 <br />7 <br />U <br />OL <br />O <br />C C <br />X <br />O <br />0)L <br />CL <br />C <br />U <br />co <br />L <br />C <br />0 <br />o <br />0 <br />CU <br />U <br />4-0 <br />Q <br />M <br />i <br />cr) <br />Q <br />(L <br />1-4 <br />V) <br />Q <br />� <br />00 <br />w <br />O <br />cc <br />W <br />0 <br />r <br />C9 <br />coo <br />0 <br />a) <br />O <br />Z <br />Q <br />co <br />Co <br />U <br />1-4 <br />Z <br />COCO <br />^!�, <br />W <br />LO <br />O <br />J <br /><( <br />OLO <br />N <br />XX <br />N <br />Im <br />Q <br />`••' <br />I L <br />L�J <br />Z <br />Q <br />a. <br />X <br />W <br />J <br />Q <br />J <br />J <br />U <br />Z <br />N <br />F— N <br />Z � <br />D CM <br />CO <br />J <br />J L.L <br />(6 <br />C J <br />QZ = <br />W <br />0) CL <br />T- W <br />00 N <br />CM <br />��• �y S. S E •, <br />i <br />r � � <br />STATE OF 'Gr • <br />RAWN BY: <br />RPS <br />DATE: 10/ 11 /2022 1 <br />ROJECT NO.2022.121 <br />L <br />REVISIONS <br />Sheet No. <br />P-501 <br />
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