7300 Gall Blvd - Laserfiche WebLink

Browse Search

GENERAL PLUMBING NOTES PLUMBING FIXTURES SHALL COMPLY WITH (F.B.C. 2010 PLUMBING TABLE 604.4) NO HOT WATER WITH A TEMPERATURE HIGHER THAN 140' TO DISCHARGE INTO SANITARY. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL THE DEVELOPED LENGTH OF HOT WATER PIPING FROM THE SOURCE OF HOT WATER PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, EQUIPMENT, SUPPLY TO THE FARTHEST FIXTURE SHALL BE LESS THAN 100 FF. ETC. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. RESTROOMS SHALL COMPLY WITH (F.B.C. 2010 BUILDING SECTION 13-412.1.ABC.2.5.2) ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST EDITIONS OF THE NATIONAL, THE HOT WATER SUPPLY TO ANY FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED STATE, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. ON THE LEFT SIDE OF THE FIXTURE. (F.B.C. 2010 PLUMBING 607.4) THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE ALL INDIRECT WASTE PIPING SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK THEMSELVES WITH ALL EXISTING CONDITIONS. ALL EXCAVATION AND BACKFILL AS INTO A WASTE RECEPTOR OR STANDPIPE. WASTE RECEPTORS AND STANDPIPES SHALL REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT, BE TRAPPED AND VENTED AND SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM. ALL INDIRECT WASTE PIPING THAT EXCEEDS 2 FT IN DEVELOPED LENGTH MEASURED ALL MATERIALS SHALL BE NEW AND FREE OF NOTICEABLE DEFECTS. HORIZONTALLY, OR 4 FT IN TOTAL DEVELOPED LENGTH, SHALL BE TRAPPED. (F.B.C. 2010 PLUMBING 802.2) ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR AND IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY ALL DEVICES INTENDED TO SERVE SOME SPECIAL FUNCTION AND THAT CONNECT TO THE OPERATIVE AND ACCEPTED BY THE ENGINEER/ARCHITECT AS SUCH. WATER SUPPLY SYSTEM SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. (F.B.C. 2010 PLUMBING 608.3) ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO THE START MATTER AND, DISINFECTED PRIOR TO UTILIZATION. (F.B.C. 2010 PLUMBING 610.1) OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER/ARCHITECT OF ANY DISCREPANCIES. ALL E PLUMBING SHOWN THE PLANS IS ESTIMATED AND MAY HOT WATER AND DRAIN PIPES UNDER SINKS AND/OR LAVATORIES SHALL BE INSULATED NOT BE IN THE SAME LOCATION LOCATION AS SHOWN, CONTRACTOR MUST VERIFY EXISTING OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO PLUMBING PRIOR TO COMMENCING WORK. SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. (F.B.C. 2010 BUILDING 11-4.19.4 PROVIDE A MINIMUM PITCH OF 1/8" FOR 3" OR LARGER PIPES, 1/4" PITCH FOR LESS & 11-4.24.6) THAN 3" PIPES. PIPES. PROVIDE A AT THE BASE OF EACH SOIL AND WASTE STACK. A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK - CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. WITHIN AN EFFECTIVE RANGE OF THE QUICK - CLOSING VALVE. ACCESS SHALL BE PROVIDED TO WATER HAMMER ARRESTORS. AN OPEN VENT TERMINAL FROM A DRAIGAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, OPENABLE WINDOW, OR OTHER AIR INTAKE OPENING OF THE SHUTOFF VALVE SHALL BE INSTALLED ON THE WATER SUPPLY PIPE TO EACH APPLIANCE BUILDING OR OF AN ADJACENT BUILDING, AND ANY SUCH VENT TERMINAL SHALL NOT OR MECHANICAL EQUIPMENT AS PER (F.B.C. 2010 PLUMBING 606.2.3) BE WITHIN 10 FEET HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS AT LEAST 2 FEET ABOVE THE TOP OF SUCH OPENING. (F.B.C. 2010 PLUMBING 904.5) PROVIDE 1/2" COLD WATER TRAP PRIMER FOR ALL DRAINS FROM THE NEAREST PLUMBING FIXTURE, WHERE APPLICABLE. LANDLORD WORK SUBJECT TO CONFIRMATION: THIS SCOPE OF WORK IS FURNISHED ONLY AS A GUIDE TO THE CONTENTS OF THIS DRAWING AND COMMUNICATION. IT MAY BE INCOMPLETE AND NOT IN FULL CONFORMANCE WITH THE BINDING RESPONSIBILITIES AND SCOPE CALLED OUT OR CONTEMPLATED TO BE IN THE LEASE. PRIOR TO INITIATING ROSS CONSTRUCTION CONTRACT DRAWINGS FOR THIS PROJECT YOU MUST VERIFY THE FINAL SCOPES OF WORK THROUGH BEN WHEELER, THE ASSIGNED ROSS CONSTRUCTION REPRESENTATIVE. IN THIS TENANT PLAN THE LANDLORD IS SHOWN TO BE RESPONSIBLE FOR: PROVIDING AN ENTIRELY PROTOTYPE ROSS SHELL AND ELEVATION AS PER THIS ISSUED AE1-0. LANDLORD MUST ALSO ADDRESS ALL GRADING ISSUES AT ALL ELEVATIONS OF THE STORE. IN PARTICULAR THE FRONT ELEVATION CURB LINE IS TO BE MODIFIED AS SHOWN AND EXTERIOR GRADING MUST COINCIDE AND FACILITATE THE ROSS FRONT ELEVATION. LANDLORD IS ALSO SHOWN TO BE RESPONSIBLE FOR; PHYSICALLY DEMISING THE PREMISE WITH A WALL THAT MEETS ROSS PROTOTYPE REQUIREMENTS; PROVIDING A DEDICATED COMPACTOR AND TRUCK DOCK AREA EXCLUSIVE TO ROSS; PROVIDING A DEDICATED 2" WATER LINE, A 1 GAS LINE, AND A SANITARY SEWER LINE; AND PROVIDING A PROTOTYPICAL DEDICATED 600 AMP, 277/480 VOLT, 3 PHASE SERVICE. NOTE: ALL UTILITIES THAT RUN THROUGH THE STORE, INCLUDING SANITARY SEWER AND WATER LINES, SHALL EXCLUSIVELY SERVE THE STORE. LANDLORD SHALL REMOVE ANY UTILITY LINES THAT RUN THROUGH THE STORE WHICH SERVE OTHER TENANTS. INSTALL ALL UTILITIES IN STORE AS SET FORTH IN TENANT'S PROTOTYPE PLANS AND DESIGN GUIDELINES INCLUDING SANITARY SEWER (4" LINE), WATER (2" LINE) AND SEPARATE METERS. NOTE; HANGER SPACING SHALL CONFORM TO TABLE 308.5 {F,B.C, 2010 PLUMBING) HANGER SUPPORT NUT - ~- ROD - HEAVY DUTY CLEVIS HANGER a PIPE CLEVIS HANGER SINGLE H❑RIZ❑NTAL RUNS NO VAPOR BARRIER INSULATI❑N BENT STRAP 1-1/2" 3/16" OVER VERT. LESS OF ANGLES - BOTTOM CHORDS OF STEEL JOIST 0.S °_ °l off 'o O O l O— �� LOCKING NUT SUPPORT NUT -•— HEAVY DUTY CLEVIS HANGER VAPOR BARRIER INSULATION 16 GAUGE ZINC COATED SHEET STEEL SADDLE AT LEAST 8" LONG CLEVIS HANGER SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATI❑N WELDS WEB MEMBERS ONE ANGLE ON EACH HANGER NUT SIDE OF WEB MEMBERS 111 REST ON TOP OF BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL POINTS. SIZE FOR LOAD STEEL J❑IST HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP INSERT NUT I U' HANGER ROD CONCRETE INSERT STEEL BEAM PIPE SUPPORT DETAIL BEAM CLAMP HANGER ROD. SIZE AS REG. (FOR SANITARY 8c WATER PIPING) NTS NEW 2" CW LINE STUBBED & CAPPED ABOVE CEILING 2" CONNECT OTE EXISTING SANITARY LINE,FOR FUTURE USE TO VERIFY EXACT SIZE 1 AND LOCATION 0 SITE. SHUT-OFF VALVE 2" CW I i i i • TO EXISTING 8" CW SERVICE LINE, i SEE CIVIL PLANS < FOR EXACT LOCATION • \ NEW 1-1/2 2" e WATER Cyy \ METER NEW 1-1 /2" NOTE: BACKFLOW VERIFY EXACT LOCATION FOR PREVENTER BACKFLOW PREVENTER AND WATER METER 0 SITE. (SEE CIVIL PLANS) PLUMBING RISERS SCALE: N.T.S. GRADE NOTES: TEST COCK (TYPICAL) STRAINER REDUCED PRESSURE BACKFLOW PREVENTER DOUBLE CHECK VALVE -WATTS' SERIES #909 �- CW SUPPLY LINE SHUT-OFF VALVE (TYPICAL) CW SUPPLY TO BUILDING SUPPORT AS REQUIRED 1. VERIFY LOCATIONS OF EXISTING WATER AND SANITARY SUPPLY CONNECTION POINTS WITH CITY OR LOCATE ON EXISTING SITE. 2. VERIFY EXISTING SIZES AND INVERTS OF EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW WATER AND SANITARY LINES. 3. ALL INTERIOR POTABLE WATER SERVICE PIPING TO BE COPPER TYPE K OR L ANY SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. 4. ALL HOSE BIBBS TO HAVE SHUT OFF VALVES AND VACUUM BREAKERS. 5. MAIN WATER SERVICE TO BE SIZED PER PLANS. BACK FLOW PREVENTER NTS PROVIDE EXTRA HEAVY PATTERN FULL OPENING IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE CLEANOUT WITH COUNTERSUNK HEAD FINISH GRADE PROVIDE POURED CONC. MINIMUM 1" BLOCK WHEN C.O. IS NOT IN PAVED AREA '0'4.a' 0 y+0f ,a '0 p {4 oe'o p0 Qa 0co .O0 Qo0�o 00 0. .opa O• .arp pOpo. .arpp, ey OQoO ao00.00p00 0, 0 Oo°0y.00oo p4. 12"x12"x8" --*—LONG LONG SWEEP. USE SHORT POURED CONC. —SAME SIZE AS SWEEP WHERE REQUIRES BLOCK WHEN SEWER - MAX. CLEANOUT IS COMBINATION "Y" & SIZE 4" NOT IN 1/8" BEND PAVED AREA EXTERIOR INTERIOR ELEVATION ELEVATION TYPICAL CLEANOUT DETAILS GAS VALVES TO BE READILY ACCESSIBLE GAS CONTRACTOR TO VERIFY ALL THE EQUIPMENT SPECIFICATIONS PRIOR TO INSTALLATION AND TO NOTIFY ENGINEER WITH ANY DISCREPANCIES NEW 2" GAS LINE STUBBED & CAPPED ABOVE CEILING FOR FUTURE USE I 2" I GAS NEW GAS METER LINE i SET 0 2 PSI, TO BE INSTALLED BY I WAb GAS COMPANY U SHUT-OFF VALVE CAS NOTES 8c CALCULATIONS EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW LABEL MARKED "GAS" IN BLACK LETTERS. THE MARKING SHALL BE SPACED AT INTERVALS NOT EXCEEDING 5 FEET. *NOT REQUIRED ON STEEL PIPE OR PIPE LOCATED IN SAME ROOM AS EQUIPMENT SERVED. GAS PIPING TO BE INSTALLED BY LICENSED CONTRACTOR TOTAL DEVELOPED GAS PIPE LENGTH FROM REGULATOR TO FURTHEST APPLIANCE = 300' TOTAL BTUH LOAD = 1070,000 BTUH. REQUIRES A 2" GAS LINE PER: TABLE 402.4(3) - NATURAL (F.B.C. 2010 FUEL GAS) SCHEDULE 40 METALLIC PIPE INLET PRESSURE: 2.0 P.S.I. PRESSURE DROP: 1.0 P.S.I. SPECIFIC GRAVITY: 0.60 1 �- STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG FACE OF WALL WALL — TYPE NTS I i" l� i Pro j. Mer. JU Job. Capt. SG Brawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA F;�B AR 0016160 U U U ~ W¢ } U r W W ~ H x — O x F W O oa zUO p UW F z < NcoW-OpwO L-a F- U O am 0 U ¢cnzOxW~af ~ O U Q W z w Q W z O w W 20 w zo O ' 2 W z> z a>- rn rn >- H [O w U Z Z Z a F- z 0 U o r m 00 F- o o 2 o W¢ 00 wIs O 00 rail Z O O rp F d W X x U j U Y W a z co � a W u- 2i z X x a z u U F U x Z~ W a x m o= w M o W o F� 0 o w u K 0 g ~ Z U U U z� x F= Z a Z) O F- z � Z z U x o 0 E= w o a= z z c0� O Z N¢ U) Q F- Q O a W Fw- Z 2 Q © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO f 3 - f M y� r 9 T2, ems.. Ad Revisions: �1 COORDINATION 09-04-13 CADFILE No. Owl M a M A A �w Wl � w M ,. Lz s ICI � O W N H Lo co O .L N Q) M (D C cM cu N o N c r C LL N c� N O- > d' N ~ 0 O co cu E 1 O cu 0 O m i cn �c 4- � o U -0 P 0 U Ln Q U L c Sheet Title PLUMBING RISER NOTES & DETAILS Sca le. - BUCHANAN P.E. CONSULTING INC. ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD., SUITE #2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: mepengineers@aol.com RAJA BUCHANAN FL P.E # 48916 CERTIFICATE OF AUTHORIZATION # 8842 SEAL M.HANAN 89 by Q s 2014 DATE: Date: 01-31-013 Project No. 12-027 Sheet No. P2-0 2 OF 2 FILE: 1612-P2-O.DWG