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10217 19TH AVE SE DR SHARMA 2024-11-15
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10217 19TH AVE SE DR SHARMA 2024-11-15
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Last modified
11/15/2024 7:58:08 AM
Creation date
8/2/2024 2:49:48 PM
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Address Document
Street Name
19TH AVE SE
Street Number
10217
Tenant Name
DR SHARMA
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SOLID BLOCKING BETWEEN WALL <br />FRAMING BOTH HIGH & LOW. <br />SOLID BLOCKING TP SPAN LEAST <br />TWO SUDS <br />CONNECT TO TOP OF <br />NO INDIVIDUAL HANGER LOAD <br />SERVICE PIPE AND RISE <br />UP MIN 12" <br />SHALL EXCEED <br />SPRINKLER DRAIN <br />W/HANGERS SPACED @ 8'-0" OC <br />(MAX) <br />6" <br />SHUT-OFF <br />VALVE <br />8" STANDPIPE <br />"X3" ANCHOR <br />BOLT WITH NUT & <br />SUPPORT (TYP) <br />WASHER (TYPICAL <br />COLD WATER FINISHED CEILING <br />3' O" TO 4' " REDUCER <br />4 PLACES) <br />EXTEND HANGER ROD TO DECK <br />SERVICE PIPE <br />SEAL <br />SEISMICALLY BRACE <br />AND ANCHOR WHERE TOTAL <br />WATERTIGHT <br />HEATER STRAPS TO <br />LOAD DOES NOT EXCEED 501NFT <br />3" VENT <br />PER SPEC <br />WALL WITH 3" WIDE X <br />PROVIDE UNISTRUT OR <br />WATER <br />18 GAUGE STEEL <br />STRUCT STEEL SHAPE <br />(TYP) <br />PIPE SLEEVE TYP <br />HEATER <br />STRAPS <br />WHERE TOTAL LOAD <br />EXCEEDS 50 #/FT <br />UNISTRUTTRAPEZE <br />T. WIDE X 18 GAUGE <br />ELECTRONIC TRAP PRIMER <br />SEMI -CIRCULAR STEEL <br />ENCLOSURE (120V) <br />HEATER STRAP. BOLT <br />MIN 24' AFF <br />- <br />WTO SEMI -CIRCULAR <br />STRAPS TOGETHER <br />NO INDIVIDUAL HANGER LOAD <br />TRAP 6" WASTE, SEE <br />WITH q" BOLTS, NUTS 8' <br />SHALL EXCEED 200# <br />PRIMER21f PLANS <br />WATER HEATER <br />WASHERS (TYPICAL 2 <br />W/HANGERS SPACED @8'-0- OC <br />_ <br />DN <br />SLOPEi DNPRIMER <br />HIGH 8 <br />(MAX) <br />TO SANITARY SEWER SYSTEM, <br />PIPE FOR <br />ONECLOW)NE <br />EACH TRAP CONNECTION SEE DWGS FOR CONT (TYP) <br />PRIMER CONNECTIONS (TYP) P-TRAP (TYP) <br />NOTES: <br />NOTES: <br />NOTES: <br />PROVIDE FIRESTOPPING WHERE FLOOR IS RATED BY ARCHITECTURAL PLANE. <br />LOCATE UPPER STRAP WITHIN UPPER 1/3RD AND <br />EXTEND HANGER ROD TO DECK <br />1, COORDINATE LOCATION OF PRIMER PANEL WITH ARCHITECTURAL INTERIOR ELEVATIONS <br />LOCATE LOWER STRAP WITHIN LOWER 1/3RD OF TANK ABOVE CONTROLS <br />PROVIDE UNISTRUT OR <br />AND ANCHOR WHERE TOTAL <br />STRUCTURAL STEEL SHAPE <br />LOAD DOES NOT EXCEED 50#/FT <br />WHERE TOTAL LOAD <br />EXCEEDS 50 #/FT <br />UNISTRUT TRAPEZE <br />1ELECTRONIC TRAP PRIMER SCALE <br />NTS <br />SPRINKLER TEST/DRAIN RECEPTOR SCALE <br />NTS <br />WATER HEATER ANCHOR STRAPS <br />SCALE <br />NTS <br />PIPING TRAPEZE <br />SCALE <br />NTS <br />T <br />TUBULAR PENETRATION SEALANT <br />EXTERIOR INTERIOR <br />EXTERIOR WALL <br />JACKET <br />CARRIER PIPE <br />(CONCRETE, METAL OR <br />PIPE <br />DRAWBAND <br />WOOD ASSEMBLY) <br />INSULATION <br />HOOD <br />FIXTURE PER SPEC <br />FINISHING FLOOR <br />CLEANOUT FLOOR PLATE 4" <br />RIM JAY R. SMITH FIG. 4106 DR <br />EQUAL <br />CAULK PER <br />LEAD FLANGED SLEEVE <br />SPECIFICATION ON <br />EACH END OF SLEEVE <br />FIXTURE PER SPEC <br />ROOFING PLIES <br />PIPE SLEEVE PER <br />DEKTITE BOOT <br />TEMPERED <br />SPECIFICATION <br />- <br />t <br />GOES UNDER <br />WATER FIXTURE RISER <br />GRADE <br />COLLAR SLAB <br />BASE FLASHING <br />FOUNDATION - = <br />COMP. BASE FLASHING <br />OR FOOTING -_- <br />PROVIDE <br />WALL PIPE SLEEVE - <br />METAL COLLAR <br />INSIDE CAULK OUTLET <br />TEMPERING 71 <br />-� <br />VALVE ( SET TO <br />110 " F OUTLET <br />f <br />J <br />NOTES: <br />TEMP) LOOSE KEV STOP (TYP) <br />/EARTH// <br />1 <br />THAT THE TOP COVER SHALL SHAL BE INSTALLED IN SUCH A MA FLUSH <br />INSULATION <br />12" CW STOP <br />EXPANDING FOAM <br />ESCUTCHEON <br />WITH THE SURFACE OF THE FINISHED <br />HEIGHT PER ARCHITECTURAL <br />SEALANT PER <br />SPECIFICATIONS <br />PLATE WHERE <br />FLOOR. <br />:, <br />PIPING IS EXPOSED <br />1/2"HW STOP 1-114"O.D. WASTE <br />1�=_ _ MANUFACTURED <br />PIPE <br />1-114" O.D. TAILPIECE <br />� JP °." ' TO WALL <br />(OFFSET TAILPIECE <br />PENETRATION <br />WHERE SPECIFIED) <br />CLOSURE PER <br />NOTES: <br />SPECIFICATIONS <br />1. REFER TO ARCHITECTURAL ROOF DETAILS AND TO DIV. <br />07 FOR PLUMBING PENETRATIONS THROUGH THE <br />ROOF. <br />5 ROOF PENETRATION <br />6 LOCAL MIXING VALVE <br />7 <br />PIPE THROUGHEXTERIOR <br />8 <br />INTERIOR CLEANOUT <br />NTS <br />NTS <br />WALL <br />NTS <br />NTS <br />HOLD PIPE ON INSIDE <br />FACE OF BUILDING <br />INSULATION <br />COMPRESS <br />INSULATION WHERE <br />REQUIRED. PROVIDE <br />FULL INSULATION <br />THICKNESS <br />WHEREVER POSSIBLE <br />NON -RATED RATED WALL <br />CONCRETE, W L <br />CONCRETE, <br />METAL OR WOOD METAL OR WOOD <br />ASSEMBLY WALL <br />PIPE ASSEMBLY WALL <br />1/4"T01/2'MIN INSULATION 114"TO 1/2" MIN <br />3/4"C.W. <br />ADJUSTABLE STRAINER <br />GAP (WHERE GAP <br />SUPPLY <br />CLAMPING RING <br />DEPRESS DRAIN 1/4"TO 1/2" TO NON SHRINK GROUT <br />ECIRED - <br />ACCOMMODATE SLOPED FLOORS FINISH FLOOR <br />PER ARCHITECTURAL PL NS <br />PIPE PIP <br />FREEZELESS <br />= <br />WALL HYDRANT <br />WITH VACUUM <br />FIRE CAULK <br />BREAKER <br />ESCUTCHEON PER <br />PLATE ON ONE OR SPECIFICATION <br />WATERPROOF MEMBRANE <br />BOTH SIDES ON EACH END <br />1/2 TP DRAIN PIPE (SIZE PER PLAN) <br />WHERE PIPING IS OF SLEEVE <br />LINE <br />EXPOSED PIPE SLEEVE PER <br />WATERPROOF GASKET W/COLLAR <br />SPECIFICATIONS <br />24"ABOVE <br />FLOOR OR <br />GRADE <br />OR AS <br />NOTED ON <br />PLANE <br />9 FLOOR DRAIN IN CONCRETE FLOOR NTS SCALE <br />1 0 PIPE THROUGH INTERIOR WALL NTS SCALE <br />FREEZE PROOF WALL HYDRANT <br />NTS SCALE <br />z <br />0 <br />tn <br />W <br />• <br />z <br />Q <br />D <br />31620 23rd AVe S <br />Federal Way, WA 98003 <br />Linda@Burman.Design <br />253.508.2658 <br />OD <br />0 <br />N <br />OD <br />>0 <br />i <br />I— <br />Lu <br />Z Lu <br />Lu <br />Q W <br />LLl Lu <br />z W <br />LLI Q <br />Q � <br />N <br />O <br />JOB NO: ---- <br />ISSUE DATE <br />AM <br />9N S BURM <br />p wA. 9,), <br />C <br />z <br />A��Rr. fZ0��9 <br />S'S�T TONAL E <br />PLUMBING DETAILS <br />P4.0 <br />
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