Laserfiche WebLink
4"GREASE WASTE <br />TO NEW 1000 GALLON <br />GREASE TRAP PROVIDED <br />CONTRACTOR TO BY TENANT. MINIMUM INVERT <br />CONNECT FIXTURE RESTROOMS AND �- ; TO BE 3'-6'B.F.F. CONTRACTOR <br />TO EXISTING STUBS PROVIDED BY LANDLORD TO VERIFY TIE INTO EXISTING <br />PROVIDED AS PART AS PART OF SHELL BUILDING 3"V. 20V' SANITARY ON SITE AND EXACT <br />UP LOCATION OF GREASE TRAP. <br />OF SHELL BUILDING. WORK. UP <br />I <br />IT <br />FRESH <br />-- - FRESH <br />a I <br />AIR TRAP <br />7 TD-1 FB <br />~� CO CO <br />CO y - <br />_r <br />• <br />I � CO <br />01 <br />- <br />'� <br />_. <br />Al <br />- �_-6 , <br />1 _ <br />C OR T IN TALL �� tl � �y <br />i' ' <br />__ - --- - I ;� l`SE D SET OF 6 ; i r. '' �, 3 R� <br />l RUP LINES R <br />_ ».. �p <br />Y UNDf�Ft cam: <br />/ <br />T - <br />J ' <br />4 GREASE <br />LOCATE PVC PIPE <br />OVERHEAD FOR SYRUP „ ` f, •'" .. ' .' ±' WASTE <br />1 <br />— -- — --- - r LINES. COORDINATE f - ` <br />1 r—T-------= M <br />INSTALLATION WITH ��' _ <br />1 X <br />`\ COCA COLA, EQUIP. 2"V. Tp=y <br />SUPPLIER, & 94C. j UP ! 1 1 <br />i - <br />BEVERAGE DISPENSER <br />RUN WITH 1-1/2" INDIRECT - - <br />WASTE W/TRAP AT BACK r^ - ? - <br />OF BEVERAGE BAR. SLOPEI;--- j <br />✓,:. <br />1/2" PER FOOT TO HD. (TYP. 2) I 3"V. <br />UP --- - -- ----- �l__� f <br />4"FS ' r -- <br />i 1 -- 27/;, <br />13 E ' , <br />14 f F—TD-1 r - I <br />2W <br />UP <br />t NL`MRACTOR TO INSTALL 2" COPPER DRAIN <br />FROM HOOD EXHAUST FAN TO GREASE <br />l COLLECTION BOX. SEE DETAL ON SHEET <br />M-5 FOR MORE DETAILS. <br />GREASE TRAP SIZING: <br />92 SEATS * 10 GAUSEAT * 12 HR/12 * 1.0 = 920 GALLONS <br />SI�:R` 1 E' CID <br />I <br />n -i 0 _•� T -_ <br />NOTE: \ <br />CONTRACTOR TO COORDINATE <br />EXACT DIMENSIONS FOR FLOOR SINKS <br />AND TRENCH DRAINS WITH ARCHITECTUAL <br />PLANS. . <br />1 FLOOR PLAN - SANITARY <br />P-1 SCALE V4" = P-0" <br />NOTICE TO CONTRACTORS: <br />ALL CONTRACTORS PRIOR TO BID SUBMISSION PROCESS SHALL VISIT <br />PROPOSED WORK SITE AND FIELD VERIFY ALL EXISTING CONDITIONS. <br />ANY CONDITIONS THAT DIFFER FROM THAT SHOWN ON THESE PLANS <br />SHALL BE REPORTED TO ARCHITECT/ENGINEER SO THAT NEW AND <br />REVISED BID DRAWINGS OR INFORMATION MAY BE ISSUED. MODIFICATIONS <br />TO SCOPE OF WORK WHICH RESULTS FROM CONTRACTORS NEGLECT <br />TO VISIT THE SITE PRIOR TO SUBMITTING BID, SHALL BE THE CONTRACTORS <br />SOLE RESPONSIBILITY. <br />SITE UTILITY NOTE <br />PLUMBING CONTRACTOR SHALL COORDINATE THE <br />LOCATION AND INVERTS OF ALL PIPING FOR <br />CONNECTION TO THE APPROPRIATE UTILITY AS <br />SHOWN ON UTILITY PLAN. THIS COORDINATION <br />SHOULD TAKE PLACE PRIOR TO GRADING AND <br />INSTALLATION OF PIPES. THIS CONTRACTOR <br />SHALL MAKE FINAL CONNECTIONS TO THE <br />RECEIVING UTILITY. <br />I I, <br />tl �I <br />i! <br />it tl <br />iL. <br />3"V. <br />UP <br />Y <br />FLOOR DRAIN AND TRENCH DRAIN NOTES: <br />NOTE: FILTERED WATER <br />TO ICE MACHINE TO BE <br />SUPPLIED AFTER SCALE <br />FILTER WHILE CARBONATOR <br />PUMPS TO BE SUPPLIED 1/2"HW TO SERVE <br />BEFORE SCALE FILTER. EXISTING RESTROOMS. <br />' I � <br />L� <br />1 "CW & 1 /2" i <br />110°HW T <br />SERVE EX <br />RESTROOMS. �. <br />' r <br />r <br />/, cL <br />I� A <br />— I <br />3/4"CW DN. <br />TO NFWH AT <br />244A.F.F. <br />v <br />I <br />3/4"FW VALVE � <br />FOR CONNECTION 13 <br />TO SODA DISPENSER <br />- & ICE MAKER. (TYP. 2) 14 - — - SEPERI <br />I G DN. TO <br />I <br />,_- - 1 /2"FW VALVE TEA TO <br />AT COUNTER 1 <br />FOR CONNECTION <br />- TO ICE TEA TOWER. - <br />,I <br />14 <br />3/4"CW & HW <br />DN. TO 4-COMP. 1/2"CW & <br />Ali 110"HW <br />_ . - --- - .... _it <br />- <br />© it <br />I- <br />REOIRCULATIN <br />PUMP WITH <br />AQUASTAT & <br />I TIMER------ i I <br />1-1/2"CW & R <br />3/4"HW E •I �? <br />x 1 I 3/4"CW & <br />3/4"HW —� <br />_id ` <br />3/4"CW & HW <br />DN. W/ BFP ON <br />HW LINE TO <br />CHEMICAL <br />SYSTEM.- <br />jj <br />r X361I <br />DN. WITH <br />- <br />SERVICE., <br />3/4"FCW <br />BFP TO SERVE <br />1/2"CW & I 1 <br />I-- <br />SODA MACHINES. <br />- <br />J 110 HW <br />CONTRACTOR TO VERIFY' <br />DN. <br />A MIN. OF 40 PSI AT 100 G <br />--- <br />- <br />27 <br />PER CARBONATOR & A <br />OF 75 PSI FOR INCOMING <br />_ <br />_ - <br />WATER PRESSURE. IF TH <br />WATER PRESSURE IS OVE�. <br /><_ <br />1. ALL FLOOR DRAINS AND TRENCH DRAINS SHALL HAVE <br />A MINIMUM OF A 5' RADIUS OF CONCRETE REMOVED AROUND <br />THEM DURING THE DEMOLITION PHASE OF CONSTRUCTION. <br />2. FLOOR DRAINS AND TRENCH DRAIN GRATES WILL BE PLACED <br />AT ONE INCH BELOW FINISHED FLOOR. <br />3. THE NEW CONCRETE WILL BE SLOPED TO THE DRAIN, AND A <br />3/4" REVEAL WILL BE LEFT SO THAT THE TILE CAN BE INSTALLED <br />FLUSH WITH THE DRAIN. <br />4. ALL DRAINS TO HAVE CAST IRON BODIES AND SQUARE GRATES. <br />75 PSI, INSTALL A PRV. <br />2 FLOOR PLAN - WATER <br />P-1 I SCALE V4" = r-0" <br />SPECIAL EQUIPMENT NOTE: <br />CONTRACTOR TO REFER TO RESTAURANT <br />EQUIPMENT CUT SHEETS AND SCHEDULES FOR <br />COORDINATION WITH ALL INSTALLATIONS WITH <br />EQUIPMENT SUPPLIERS, KITCHEN DESIGNER, <br />AND FIVE GUYS, INC. <br />r— 3/4"CW & HW <br />20CW FROM <br />DN. WITH VACUUM <br />EXISTING RISER. <br />TO <br />NREAKER&BFPCONTRACTOR <br />W LINE FOR <br />VERIFY EXACT <br />ECTION TO <br />LOCATION IN FIELD. <br />ICAL SYSTEM. <br />WH-A <br />36 <br />3/4"FILTERED <br />WATER TO <br />BEVERAGE <br />- BAR. 3/4"CW DN. <br />H BFP <br />24-4 <br />TO WATER <br />FIL R SYSTEM. <br />I <br />AS REQUIRED <br />CAULK AND <br />TRATIONS <br />1 /2"CW & <br />110•HW <br />DN. <br />THERMAL <br />MIXING VALVE <br />TO PROVIDE <br />110"F WATER. <br />TYP. EACH LAV <br />& HAND SINK. <br />TRACY M. WOODALL, P.E. <br />181 Sedgefield Overlook <br />Dallas, Georgia 30157 <br />T: (678) 642-7282 Florida PE <br />F: (770) 406-2381 ##56620 <br />ERIC J. SAFFRAN <br />ARCHITECT <br />Preston Ridge Commons <br />3155 North Point Parkway <br />Building E - Suite 200 <br />Alpharetta, Georgia 30005 <br />Tel 770 619 5916 <br />Fax 770 619 5919 <br />�w ��IM, <br />.. <br />A , <br />t�OmA1'�®1����n,� �D <br />111l1 itty` <br />W <br />Z <br />Its <br />_ <br />i W <br />U Ln <br />VIM <br />� aQTp <br />O J <br />NO � <br />(AoI] <br />OQ <br />tz Uj 0L� <br />ce Lu <br />>- <br />a <br />LU <br />N <br />REVISIONS <br />NO. <br />DATE <br />REVISION <br />INDEMNIFICATION CLAUSE <br />THE OWNER SHALL RELEASE, HOLD <br />HARMLESS, AND INDEMNIFY THE <br />ARCHITECT WITH RESPECT TO: ANY <br />CHANGES MADE TO THE CONSTRUCT]O <br />DOCUMENTS BY ANYONE OTHER THA <br />THE ARCHITECT, OR CHANGES IN ANY <br />ASPECT OF THE WORK, OR FAILURE BY <br />THE CONTRACTOR TO BUILD IN <br />ACCORDANCE WITH THESE <br />CONSTRUCTION DOCUMENTS <br />COPYRIGHT 2010 <br />ERIC J. SAFFRAN, ARCHITECT <br />THIS DRAWING IS THE PROPERTY OF <br />ERIC J. SAFFRAN, ARCHITECT <br />AND IS NOT TO BE REPRODUCED OR <br />COPIED IN WHOLE OR IN PART. <br />UNAUTHORIZED USE OF ANY KIND, <br />INCLUDING USE ON ANY OTHER <br />PROJECT IS PROHIBITED. ITIS TO BE <br />RETURNED UPON REQUEST. <br />SHEET TITLE <br />SANITARY & WATER <br />FLOOR PLANS <br />SCALE <br />PROJECT <br />SHEET NO. <br />NO <br />1030 <br />DRAWN <br />BY <br />TMW <br />DATE <br />II-23-10 <br />1 OF 3 <br />